The URL can be used to link to this page

Home My WebLink AboutPermit D10-262 - COSTCO - UNDERGROUND FUELCOSTCO UNDERGROUND FUEL 400 COSTCO DR D10 -262 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 3623049107 Address: 451 COSTCO DR TUKW Suite No: Project Name: COSTCO UNDERGROUND FUEL Permit Number: D10 -262 Issue Date: 10/04/2010 Permit Expires On: 04/02/2011 Owner: Name: COSTCO WHOLESALE CORP Address: PROPERTY TAX DEPT 190 , 999 LAKE DR 98027 Contact Person: Name: ALEXIA INIGUES Address: 18215 72 AV S , KENT WA 98032 Phone: 425 251 -6222 Contractor: Name: JONES COVEY GROUP INC Phone: 888 - 972 -7581 Address: 9595 LUCAS RANCH RD #100 , RANCHO CUCAMONGA CA 91730 Contractor License No: JONESCG906OH Expiration Date: 09/02/2012 DESCRIPTION OF WORK: INSTALLATION OF A 1, 500 - GALLON UNDERGROUND FUEL ADDITIVE STORAGE TANK WITH ASSOCIATED DISPENSER AND VENT STACKS. THE FUEL ADDITIVE STORED IN THE UST IS A CLASS I FLAMMABLE LIQUID AND WILL BE MIXED WITH THE GASOLINE IN THE EXISTING UNDERGROUND STORAGE TANKS TO IMPROVE FUEL EFFICIENCY AND ENGINE PERFORMANCE SIMILAR TO THE ADDITIVES USED BY OTHER PETROLEUM COMPANIES. Value of Construction: Type of Fire Protection: Type of Construction: $105,000.00 Fees Collected: $3,192.70 International Building Code Edition: 2009 Occupancy per IBC: 0026 * *continued on next page ** doc: IBC -10/06 D10 -262 Printed: 10 -04 -2010 City oOTukwila • 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 Permit Number: D10 -262 Issue Date: 10/04/2010 Permit Expires On: 04/02/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Y Landscape Irrigation: Moving Oversize Load: Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 200 c.y. End Time: Fill 180 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. / �"� Signature: Cam--- / / Date: /0 / / C/ K ! Print Name: 4/0(14 JJI61L'L am This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -262 Printed: 10 -04 -2010 S City of Tukwila Departmentrof 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 Parcel No.: 3623049107 Address: Suite No: Tenant: 451 COSTCO DR TURIN COSTCO UNDERGROUND FUEL PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10-262 ISSUED 09/17/2010 10/04/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 9: A pre - construction meeting with PW Project Inspector is required. Please call (206)433 -0179 in advance to schedule a pre -con meeting.The applicant must notify the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. A separate underground storage tank permit from Tukwila Fire Department at (206)575 -4407 is required. 10: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. Public Works shall be notified if the contamionated soil is encountered. 11: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 12: Any material spilled onto any street shall be cleaned up immediately. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 14: 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 doc: Cond -10/06 D10 -262 Printed: 10 -04 -2010 • 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 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. 15: 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. 16: 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. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: All flammable / combustible liquid tank installations, piping, and dispensers shall comply with 2009 International Fire Code Chapter 34, NFPA 30, and manufacturers installation guidelines. 20: Approved portable fire extinguishers complying with the International Fire Code and with a minimum rating of 2- A:20 -B:C shall be provided and located such that an extinguisher is not more than 75 feet (22860 mm) from pumps, dispensers or storage fill-pipe openings. (IFC 2205.5) 21: 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) 22: 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) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 24: The installation of flammable / combustible liquid storage tanks, both aboveground and underground, requires a separate fire department permit for each tank. Permits can be obtained fro the fire prevention office at 444 Andover Park East, Tukwila, WA 98188. 206 - 575 -4407. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -262 Printed: 10 -04 -2010 S �J�.`N��A wq0 City of Tukwila o �' ` ",�2 Department of Community Development Ci 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 . \ �2 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 1908 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Ala I rl i‘O vt-eS Date: lop-t )16 doc: Cond -10/06 D10 -262 Printed: 10 -04 -2010 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. D10 -24_ (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 1.1QO.S i atoo etzcot, Tukwila, WA 91406 Tenant Name: Costco Retail Fueling Facility, Costco Loc. No. 6 Property Owners Name: Costco Wholesale Corporation Mailing Address: 999 Lake Drive King Co Assessor's Tax No.: 362304 -9107 Suite Number: Floor: New Tenant: ❑ Yes ..No Issaquah, WA city 98027 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Alexia Inigues, Barghausen Consulting Engineers, Inc. Day Telephone: (425) 251 -6222 Mailing Address: 18215 - 72nd Avenue South Kent, WA 98032 E -Mail Address: ainigues @barghausen.com City State Fax Number: (425) 251 -8782 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and G • Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: '"1 Expiration Date: City State Zip Day Telephone: Fax Number: ARCHITECT OF RECORD — All plans must be stamped bysAitect of Record k ch Company Name: Mailing Address: Contact Person: E -Mail Address: Ca} Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Barghausen Consulting Engineers, Inc. Mailing Address: 18215 - 72nd Avenue South Contact Person: Jay Grubb E-mail Address: Jgrubb @barghausen.com H'\ApplicationsWorms- Applications On Line \2010 Applications \7 -2010 - Permit Apphcation.doc Revised: 7 -2010 bh Kent, WA City State 98032 Zip Day Telephone: (425) 251 -6222 Fax Number: (425) 251 -8782 Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 105,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Installation of a 5,100 - gallon underground fuel additive storage tank with associated dispenser and vent stacks. The fuel additive stored in the UST is a Class I flammable liquid and will be mixed with the gasoline in the existing underground storage tanks to improve fuel efficiency and engine perform- ance similar to the additives used by other petroleum companies. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable. combustible or hazardous materials in the building? m Yes ❑ No If 'yes'. attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H :Applications 'Forms- Applications On Linei2010 Appl ica"ons\7 -2010 - Permit Appli ation doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Ist Floor 2 "d Floor 3rd Floor Floors thru Basement t \ \\ t``V Accessory Structure* Attached Garage VNTt x Detached Garage *14\ Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable. combustible or hazardous materials in the building? m Yes ❑ No If 'yes'. attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H :Applications 'Forms- Applications On Linei2010 Appl ica"ons\7 -2010 - Permit Appli ation doc Revised: 7 -2010 bh Page 2 of 6 4. • PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Installation of a 5,100 - gallon underground fuel additive storage tank with associated dispenser and vent stacks. Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District IA ...Tukwila El ... Water District 4125 ❑ ...Water Availability Provided Sewer District VI ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View El .. Renton El ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction /Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) El ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ... Water Only Meter Size WO # ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ... Water Main Extension Public ❑ Private ❑ ❑ .. 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 ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State Zip H:'Applications\Forms- Applications On Line\2010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 3 of 6 • • MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Commercial: New .... ❑ Replacement .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: 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 Connected to Single Duct 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 and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10.000 CFM Incinerator — Comm /Ind tt.',ApplicationsForms- Applications On Line 2010 Applications` \7 -2010 - Permit Application.doc Revised 7.2010 bh Page 4 of 6 • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases. a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 O4yER A H IZED AGENT: Signature: ft Date: 09/17/10 Print Name: Tim Hurlocker Day Telephone: 425 - 313 -8100 Mailing Address: 999 Lake Drive Date Application Accepted: Issaquah, WA City State 98027 Zip oil tf Date Application Expires: H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh psi Staff Initials: Page 6 of 6 • • • PLUMBING AND GAS PIPING PERMIT INFORMATION — 206- 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H.'.Applicalions\Forms- Applications On Line.20I 0 Applications 7 -2010 - Permit Appl ication, doc Revised: 7 -2010 bh Page 5 of 6 BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES bUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Costco Wholesale Retail Fueling Facility PERMIT # 1 —an- Costco Loc. No. 6 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $2,000.00 Erosion prevention $3,000.00 Water /Sewer /Surface Water Road/Parking/Access $2,000.00 A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume 200 cubic yards Enter total fill volume 180 cubic yards $250 (1) $7,000.00 $175.00 Use the following table to estimate the grading plan review and permit fee. Use the ereater of the excavation and fill volumes. 175.00 (4) QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51— 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 15 r 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 s r 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees 37.00 (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 462.00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. RECEIVED Cmr OF TUKIMLA SEP. 17 2010 Approved 09.25.02 1 PERMIT CENTER Last Revised Jan. 2009 17 10- 212 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ 175.00 (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 51.00 (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised Jan. 2009 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Point 2 Water (Ordinance 2177) $ E. Allentown/Foster Point 2 Sewer (Ordinance 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through G $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 226.00 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2009 - 12.31.2009 Total Fee 0.75 $600 $6,005 $6,605 1 $1100 $15,012.50 $16,112.50 1.5 $2400 $30,025 $32,425 2 $2800 $48,040 $50,840 3 $4400 $96,080 $100,480 4 $7800 $150,125 $157,925 6 $12500 $300,250 $312,750 Approved 09.25.02 Last Revised Jan. 2009 Temporary Meter 0.75" $300 2.5" $1,000 3 • �J�.`N 1LA wqs 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:/lwww.ci.tukwila.wa.us RECEIPT Parcel No.: 3623049107 Permit Number: D10 -262 Address: 451 COSTCO DR TUKW Status: APPROVED Suite No: Applied Date: 09/17/2010 Applicant: COSTCO UNDERGROUND FUEL Issue Date: Receipt No.: R10 -01974 Initials: WER User ID: 1655 Payment Amount: $1,697.15 Payment Date: 10/04/2010 02:38 PM Balance: $0.00 Payee: BARGHAUSEN CONSULTING ENGINEERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 72939 1,697.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE 000.322.100 000.342.400 000.342.400 640.237.114 Total: $1,697.15 1,513.15 4.50 175.00 4.50 doc: Receiot -06 Printed: 10 -04 -2010 City of Tukwila > \Z Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 3623049107 Permit Number: D10-262 Address: 441 COSTCO DR TUICW Status: PENDING Suite No: Applied Date: 09/17/2010 Applicant: COSTCO UNDERGROUND FUEL Issue Date: Receipt No.: R10 -01855 Initials: User ID: Payee: JEM 1165 Payment Amount: $512.00 Payment Date: 09/17/2010 04:08 PM Balance: $1,697.15 BARGHAUSEN CONSULTING ENGINEERS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 72771 512.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW 000.322.100 000.342.400 000.345.830 000.345.830 Total: $512.00 250.00 50.00 37.00 175.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 09 -17 -2010 • 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:/lwww.ci.tukwila.wa.us RECEIPT Parcel No.: 3623049107 Permit Number: D10-262 Address: 441 COSTCO DR TUKW Status: PENDING Suite No: Applied Date: 09/17/2010 Applicant: COSTCO UNDERGROUND FUEL Issue Date: Receipt No.: R10 -01854 Initials: User ID: Payee: JEM 1165 Payment Amount: $983.55 Payment Date: 09/17/2010 04:07 PM Balance: $1,697.15 BARGHAUSEN CONSULTING ENGINEERS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 72770 983.55 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 983.55 Total: $983.55 PAYMENT RECEIVED doc: Receiot -06 Printed: 09 -17 -2010 ,_IAISPECTION RECORD Retain a copy with permit b /o' -62 _� INSPECTION NO. • PERMIT NO. a . CITY OF TUKWILA BUILDING DIVISION 0= • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: OOS T ins — lAh/el rioWr/ Type of Inspection: ? d ]A / Address: 45/ - it rt1D E. Date Called: Special Instructions: I' i - Date Wanted: // —_/4 • la Requester: ,. , . Phone No: - '7/ ii - '8 -2 /e6 Approved per applicable codes. Corrections required prior to approval: ice?. T COM1lA €NTS: r r1n asif /de / SPECTION FEE REQUIRED. !4 for to next inspection. fee must be d at 6300 Southcenter glvd.. Site 100. Call to schedule reinspection. • r+. %...• zwe . . • .}r •• .i arvW fear..r..a• :roro911MCgC INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dio —a 6 A PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ject: COS* 0 (1nd of f &t d Fu e.� Type of Ins ection: �na.fi Address: J 1 ea Vt rdbr Date Called: i11151i6 Special Instructions: Date Wanted: 1 l 11 % 6d a.m. p.m. Requester��.JG� 11 Phone No: 119- 3'('a1S-0 DApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: %c erne4+ poured back (pi -k? 7 /4 ". cal crr<�e-. 1 - 7 !Inspector: Date: If i f c 1 El $60.00 REIN _ ON;,FEE REQUIRED. Prior to inspection, fee must be paid at 6300.40 ccceritei Bibir, {S;uite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' // ��AA,� ,�,,,�,�� J1 �,/Q� fil/�/.K"f�� /0 / e Type f Inspection: e » Addres U qa I C'US-fco br Date Called: /obi ho Special Instructions: Date Wanted: at a5 :m • equester: A Phone No: 7/y 3* allo ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: '(e . &'n conk ;44A A 04 rc19 . F(1 7A..lec Inspector: Date: f € //a �U.2 El $60.00 REIN . PECTfONaFEE;RE-QI .iRR • .D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.;'Sitite 100. Call to schedule reinspection. Receipt No.: Date: - - . 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 572 -JO PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila, Wa. 98188 • 206- 575 -4407 Project: G 0.s 4.4. a G ri g Ado+ #;,,. TA A r- Type of Inspection: 44/4441 #rt. Piry Fire Alarm: Hood & Duct: Address: y5/ Cos id Suite #: Pre -Fire: Contact Person: 4 pi cry L `� »i a t Occupancy Type:_ -- -- - • Special Instructions: • Phone No.: l:. 71'I. -3v:- 2r50 . MApproved per applicable codes. Corrections required prior to approval: COMMENTS: 41) -714,4) Se4.,4 ,. A logewitte g evi Cori OC- 5,5 )14)5 4• , ,7.x.1 a 3 F Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: ,ill 6 Pre -Fire: Permits : - -_ Occupancy Type:_ -- -- - I Inspec A _ Date: 11. . i Hers.: ! $80.00 REINSPECTION FEE REQUIRED: You will receive an invoice from e City of Tukwila Finance Department: Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 • T.F.D. Form F.P. 113 .'w t�- q�jitw �.i• 1 • (z) INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 '206 - 575 -4407 Project: (ocAwkt,s oell;kto_LA.kv..._[ Type of Inspection: Aft "716.v4-. PIP( .Aitret Address: mss/ ( 44 bit. Contact Person: yLeA IAA& 5 Hood & Duct: Special Instructions: - Phone No.: '7/ ti --- 3 °/ -218'6 - . Approved per applicable codes. nCorrections required prior to approval. COMMENTS:. Ae,..4/yArq pi& ike5,,kek. ON 4,, /6 /No.\ 00/60 4ack I' r Needs Shift Inspection: . u: ' Sprinklers: Are Alarm: hAd.c`( Hood & Duct: Monitor: Hrs.: Pre -Fire: Permits: .,,i1,70,„ .0- ` t ; Occupancy Type: IIns . u: ' : �► 5 ' '',';,1*. hAd.c`( Date: flan/a) Hrs.: . 5- . A.:, .: n $80.00 REINSPE N FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection: • Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 /0 •4 74.1er • - Ar,160;RSZVI'ae - "—`-`" WrtilfOrAit.tr.litm.Vvv,rplaeo".&*w.414-44t.*:4.W.M.‘...1.140tr.4.0..g.ref.ltitilklatro..,gr.V.A" -.0.4x8roi*a. datiosiesa INSPECTION RECORD Retain a copy with permit 112-,?6Z. S-1-72-i'd • INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKVVILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C° 51" 6/1$5 Addi kg- 120 k... Type of Inspection: -more_ A Ii2- -re 97L • Address: z - i , L j_ic, ,, Suite #: -1 -31 ‘4"-'"-ci A ex. Contact Person: Atridi LAbtiaLA 4414---/-i(tits Special Instructions: Corrections required prior to approval. Phone No.: .-liti... 3 Isf_ 2, go Needs Shift Inspection: Sprinklers: - Approved per applicable codes. Hood & Duct: Monitor: Pre-Fire: Corrections required prior to approval. Occupancy Type: COMMENTS: 1:#111-4k- A-112- re4 A 04. oft • . 19i ..r" //;c) .4.?4,51A L.V "A4/1 57.: - • .41 Needs Shift Inspection: Sprinklers: - Are Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: i.:40‘:.. , Occupancy Type: • DISpeCtKr4: •:- .l. . ci441 ' . Date: /0//,‘,M7 Hrs.: 1.0 Ti $80.00 REIN ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection.Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 FILE COPY Pant* No., Fuel Additive Program Underground Tank System Existing Costco Wholesale Retail Fueling Facility 1160 Saticoy Street, Tukwila, WA 91406 Costco Loc. No. 6 / Our Job No. 14788 Costco Wholesale is seeking a permit to install a 1,500- gallon underground fuel additive storage tank at their existing Costco Gasoline fueling facility. The purpose of the underground tank is for the storage and dispensing of a proprietary fuel additive into the gasoline product. The fuel additive is a Class I -C flammable liquid. The fuel additive is a fuel enhancement to improve fuel efficiency and engine performance. Most retail gasoline includes additives that have solvent/lubricant mixture compositions that are unique to that particular brand (e.g., Shell, Chevron, BP, etc.). While the mixture is proprietary it is similar to the additives used by other petroleum companies. This product meets the requirements of the Federal EPA and California Air Resources Board (CARB) for additives. The 1,500- gallon tank is of double -wall fiberglass construction. Delivery of this product to the site will occur via delivery tanker trucks. From the delivery tanker truck the additive is transferred to the underground storage tank by gravity operation through flex piping and tight fill connection. Before gasoline is brought to the site and delivered into the existing underground gasoline storage tanks (UGST) the "Costco Gasoline" attendant will use the dispenser nozzle attached to the 1,500 gallon tank to fill the Fuel Caddy with 3 -5 gallons of the liquid additive. The Fuel Caddy will then be used to dispense the liquid additive into the gasoline tanks. Once the additive is in the UGSTs the gasoline product is then delivered into the tanks resulting in the combined additive - gasoline mixture. The specific scope of the work to be performed as part of the installation is as follows: • Install (1) 1,500 gallon double -wall fiberglass underground tank for Class I -C liquid. • Install 2" double wall fiberglass suction product line and 2" double wall fiberglass vent line from new 1,500 gallon tank, to new transition sump at additive dispenser. • Install new concrete slab over new underground tank. • Install additive dispenser pump and transition sump with Veeder -Root sensor, mounted on new vent rack assembly. • Install fill /spill containment assembly and fittings on new underground tank, along with new Veeder -Root electronic annular sensor and automatic tank level gauge, and program for high level alarm • Install one (1) conduit and wiring for electrical power to dispenser. Install one (1) spare conduit to underground tank sump. Install one (1) conduit and low voltage wiring for dispenser /vent sump monitoring. Install one (1) conduit and wiring for annular monitoring and automatic tank gauge. New conduits to be equipped with seal -offs at hazardous zones • Install bollards as may be required (when applicable) • Adjust_landscaping and restore as required (when applicable) REVIEW O I i ew emergency shut off switch if tank is located more than 100 feet from existing ESO's on CODE COMM= Fapplicable) APPOntSre and repair asphalt as may be required OCT 0 l 2010 City of Tukwila BUILDING DIVISION IRECEWED SU' 21 ZULU TUKWILA PUBLNO WORKS Cm OFETUKWILA CFP 17 2010 PERMIT CENTER ULTRAZOL 9888C Lubrizol FILE COPY Prepared according to 29CFR 1910.1200. Material Safety Data Sheet ULTRAZOL 9888C 1 Product Trade Name CAS Number Synonyms Generic Chemical Name Product Type Preparation/Revision Date Transportation Emergency Phone No. MSDS No. Chemical Product and Company Identification The Lubrizol Corporation 29400 Lakeland Boulevard Wickliffe, Ohio 44091 Tel: (440) 943 -4200 ULTRAZOL 9888C Not applicable for mixtures. None. Mixture. Multipurpose. 03 June 2010 REVIEWED FOR CODE COMPLIANCE APPRAVED Kr 0 1 2010 City of Tukwila BUILDING DIVISION FOR TRANSPORT EMERGENCY call C HEMTREC: ( +I) 703 -527 -3887 (outside the U.S.), 1- 800 -424 -9300 (in the U.S.) 19915401 - 2502416 - 2031031- 102103 2 Hazards Identification Appearance Odor Principal Hazards Target Organs: Light colored liquid. Hydrocarbon Danger. . Flammable liquid may create a flash fire hazard. . Harmful if inhaled. . Causes skin irritation. . Causes respiratory tract irritation. . May be harmful if absorbed through skin. . May cause eye irritation. . Contains components which may cause cancer. . May cause chronic health effects. Blood Central nervous system Heart Kidney liver See Section II for complete health hazard information- 3 IComposition/Information on Ingredients RECEIVED Su' 21 tu1U TUKW�ILN PUBLIC WORKS Hazardous Ingredients Comp ', CAS,No. .. Percentage (by wt.) . , - .. Carcinogen. ;,. t Y° N/E IARC Suspect Carcinogen N/E Fj flITY Xylenc 1330 -20 -7 26.9 %'i, 6.7% u Ethylbenzene 100 -41 -4 1 Petroleum naphtha 64742 -94 -5 From 5 to 9.9 percent Polyether amine Confidential. From 1 to 4.9 percent N/E IARC Suspect Carcinogen NTP Carcinogen Si Naphthalene 91-20-3 I 0.6% (N /E) - None established E: OFETIVIRIZA P 17 2010 PERMIT CEN 4 First Aid Measures Eves Skin Inhalation Oral Additional Information Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. If eye irritation persists, gel medical attention. Wash with soap and water. Immediately remove contaminated clothing. If skin irritation occurs, get medical attention. Launder contaminated clothing before reuse. Remove victim to fresh air and keep at rest in a position comfortable for breathing. If breathing is labored, administer oxygen. If breathing has stopped, apply artificial respiration Call a poison center or doctor. DO NOT INDUCE VOMITING. Get immediate medical attention. Call a poison center or doctor if exposed or you feel • unwell. If exposed or concerned: Get medical attention. ULTRAZOL 9888C f5 iFire Fighting Measures Flash Point 31 °C, 37.8 °F PMCC (Typical) Extinguishing Media CO2, dry chemical, or foam. Water can be used to cool and protect exposed material. Firefighting Procedures Recommend wearing self- contained breathing apparatus. Water may cause splattering. Unusual Fire & Explosion Hazards Toxic fumes, gases or vapors may evolve on buming. Vapors may be heavier than air and may travel along the ground to a distant ignition source and flash back. Container may rupture on heating. 6 IAccidental Release Measures Spill Procedures 17 May form explosive mixtures with air. Immediately evacuate all personnel front danger area. Personal Protective Equipment must be worn, see Personal Protection Section for PPE recommendations. Take precautions to avoid release to the environment. Eliminate all sources of heat, sparks pilot lights, static electricity and open flames. Ventilate spill area. Prevent entry into sewers and waterways, dispose of in accordance with all federal, state and local environmental regulation. Pick up free liquid for recycle and/or disposal if can be accomplished safely with explosion proof equipment. Residual liquid can be absorbed on inert material. Check under Transportation and Labeling (DOT /CERCLA) and Other Regulatory Information Section (SARA) for hazardous substances to determine regulatory reporting requirements for spills. Handling and Storage Pumping Temperature Maximum Handling Temperature handling Procedures Maximum Storage Temperature Storage Procedures Loading Temperature Ambient Ambient Keep away from ignition sources such as heat, sparks and open flame. No smoking. Keep containers closed when not in use. Do not discharge into drains or the environment, dispose to an authorized waste collection point. Use appropriate containment to avoid environmental contamination. Avoid breathing dust. fume, gas, mist, vapors or spray. Ground / bond container and receiving equipment. Use explosion -proof equipment. Take precautionary measures against static discharge. Use only non - sparking tools. Use only outdoors or in a well- ventilated area Wash thoroughly after handling. Launder contaminated clothing before reuse. Empty containers retain material residue. Do not cut, weld, braze, solder, drill, grind or expose containers to heat, flame. spark or other sources of ignition. Ambient Do not store near potential sources of ignition. Isolated outside storage is preferred. inside storage area should be in a flammable liquids cabinet or storage area. Take precautions to avoid release to the environment. Store in a well- ventilated place. Keep cool. Keep container tightly closed. Not determined. Exposure Controls/Personal Protection Exposure Limits Xylene Ethylbenzene Petroleum naphtha Naphthalene 100 ppm 100 ppm N/E 10 ppm ACCiH •;.:STEL TWA I ... ..STEL N.%E 100 ppm I 150 ppm N/E I 100 ppm I 125 ppm N/E N/E N/E NT 10 ppm (s) I 15 ppm s) - Skin exposure Ip) - Proposed limit (c) Ceiling exposure (1) Recommended exposure limit (u) - Supplier recommended exposure limit (N /E) - None established Other Exposure Limits Engineering Controls Cloves Procedures Eye Protection Respiratory Protection Clothing Recommendation None known. Use local exhaust ventilation to control mists or vapors. Additional ventilation or exhaust may be required to maintain air concentrations below recommended exposure limits. Use explosion proof equipment. Viton. Teflon. Polyvinyl alcohol. Note: polyvinyl alcohol gloves are water soluble and should not be used when there is potential for water contact. Safety glasses. If potential for splash or mist exists, wear chemical goggles or faceshield. Use NIOSH /MSHA approved full face respirator with a combination organic vapor and high efficiency filter cartridge if the recommended exposure limit is exceeded. Use self - contained breathing apparatus for entry into confined space, for other poorly ventilated areas and for large spill clean -up sites. Consult with an industrial hygienist to determine the appropriate respiratory protection for your specific use of this material. A respiratory protection program compliant with all applicable regulations must be followed whenever workplace conditions require the use of a respirator. Gloves, coveralls, apron, boots as necessary to minimize contact. Wear a chemically protective apron when contact with material may occur. Do not wear rings, watches or similar apparel that could entrap the material and cause a skin reaction. Launder contaminated clothing before reuse. Phy ical and Chemical Properties Page 2l6 ULTRAZOL 9888C Flash Point 31 °C, 87.8 °F PMCC (Typical) Upper Flammable Limit Not determined. Lower Flammable Limit Not determined. Autoignition Point Not determined. Explosion Data Material does not have explosive properties in the liquid state, but vapors may form explosive mixtures with air. Vapor Pressure 0.02056 psi (Calc) (0 °C) 0.02759 psi (4 °C) 0.07211 psi (Cale) (20 °C) 0.19261 psi (Cate) (38 °C) 1.17279 psi (Calc) (77 °C) pH Not determined. Specific Gravity 0.91 (15.6 °C) Bulk Density 7.57 Lb /gal, 0.91 Kg/L Water Solubility Insoluble. Percent Solid Not determined. Percent Volatile Not determined. Volatile Organic Compound - 41.5% Vapor Density Not determined. Evaporation Rate Not determined. Odor Hydrocarbon Appearance Light colored liquid. Viscosity 124 Centistokes (0 °C) 36 Centistokes (25 'C) 22 Centistokes (40 °C) Odor Threshold Not determined. Boiling Point > 137 C. > 278.6CF(Initial) Pour Point Temperature < -57 °C, < -71 °F Melting / Freezing Point Not determined The above data are typical values and do not constitute a specification. Vapor pressure data are calculated unless otherwise noted. 10 iStability and Reactivity Stability Material is normally stable at moderately elevated temperatures and pressures. Decomposition Temperature Not determined. Incompatibility Strong oxidizing agents. Polymerization Will not occur. Thermal Decomposition Smoke, carbon monoxide, carbon dioxide, aldehydes and other products of incomplete combustion. Conditions to Avoid Not determined. 11 I Toxicological Information Eye Irritation Skin Irritation Respiratory Irritation Dermal Toxicity Inhalation Toxicity Oral Toxicity Dermal Sensitization Inhalation Sensitization Chronic Toxicity - ACUTE EXPOSURE - Weak to moderate eye irritant. Does not meet EU R36 criteria. Based on data from similar materials. Skin irritant. Based on data from similar materials. Prolonged or repeated skin contact as from clothing wet with material may cause dermatitis. Symptoms may include redness, edema, drying, and cracking of the skin. Nose, throat and lung irritant. Based on data from components or similar materials. Exposure to a high concentration of vapor or mist is irritating to the respiratory tract. The LD50 in rabbits is > 2000 mg/Kg. Based on data from components or similar materials. Components of this material may be absorbed through the skin. The LC50 (I hr.) in rats for vapors of this material is> 200 mg/i. Based on data from components or similar materials. High concentrations may cause headaches, dizziness, fatigue, nausea, vomiting, drowsiness, stupor, other central nervous system effects leading to visual impairment, respiratory failure, unconsciousness and death. The LD50 in rats is 2000 - 5000 mg/Kg. Based on data from components or similar materials. Swallowing this material causes severe irritation of the mouth, esophagus and stomach. Ingestion of this material may cause headache, dizziness, uncoordination, and general weakness. Material can be aspirated into the lungs during the act of swallowing or vomiting. This could result in severe injury to the lungs and death. No data available to indicate product or components may be a skin sensitizer. No data available to indicate product or components may be respiratory sensitizers. - CHRONIC EXPOSURE - Repeated overexposure to petroleum naphtha can cause nervous system damage. Xylene has been found to cause cardiac, liver and kidney effects, anemia and eye damage in laboratory animals. Prolonged and repeated inhalation of hydrocarbon solvents such as xylene can cause chronic neurological disturbances. Chronic exposure to xylene has been shown to cause Page 3/6 ULTRAZOL 9888C Carcinogenicity Mutagenicity Reproductive Toxicity Tera togenicity Other 12 V hearing loss in experimental animals. A two -year National Toxicology Program (NTP) study found an increased incidence of tumors of the nose in rats exposed to naphthalene by inhalation. In mice similarly exposed, increased incidences of alveolar/bronchiolar adenomas were observed. Naphthalene has been classified by the International Agency for Research on Cancer (IARC) as a possible human carcinogen (Group 2B) on the basis of sufficient evidence of carcinogenicity in experimental animals but inadequate evidence in exposed humans. A National Toxicology Program (NTP) study found an increased incidence of renal tubule neoplasms in male and female rats exposed to ethylbenzene by inhalation for two years. In male and female mice similarly exposed, increased incidences of alveolar /bronchiolar neoplasms, and hepatocellular neoplasms, respectively, were observed. Ethylbenzene has been classified by 1ARC as a possible human carcinogen (Group 28) on the basis of sufficient evidence of carcinogenicity in experimental animals but inadequate evidence in exposed humans. No data available to indicate product or any components present at greater than 0.1% are mutagenic or genotoxic. No data available to indicate either product or components present at greater than 0.1% that may cause reproductive toxicity. Xylene is fetotoxic in rats and rabbits in the absence of maternal toxicity. Prolonged and repeated exposure of pregnant animals to toluene by inhalation has been reported to cause adverse fetal developmental effects. — ADDITIONAL INFORMATION — No other health hazards known. Ecological Information Freshwater Fish Toxicity Freshwater Invertebrates Toxicity Algal Inhibition Saltwater Fish Toxicity Saltwater Invertebrates Toxicity Bacteria Toxicity Miscellaneous Toxicity Biodegradation Bioaccumulation Soil Mobility 13 The acute LC50 is The acute EC50 is I The acute EC50 is I Not determined. Not determined. Not determined. Not determined. ENVIRONMENTAL TOXICITY - 10 mg/L based on component data. - 10 mg/L based on component data. 10 mgi L based on component data. — ENVIRONMENTAL FATE — At least 25% of the components in this product show moderate biodegradation based on OECD 302 -type test data 1 - 10% of the components potentially bioconcentrate, based on octanothvater coefficients. Not determined. Disposal Considerations Waste Disposal 14 This material, if discarded, is a hazardous waste under RCRA Regulation 40 CFR 261. Material, if discarded. is expected to be hazardous waste under RCRA due to ignitability (D001). 0.003% Benzene, CAS no. 71 -43 -2, D018. Treatment, storage. transportation, and disposal must be in accordance with applicable Federal, State /Provincial, and Local regulations. [Transport Information ICAO /IATA ICAO /IATA II IMDG IMDG EMS Fire IMDG EMS Spill IMDG MFAG MARPOL Annex II USCG Compatibility U.S. DOT Bulk DOT NA ERG U.S. DOT (Intermediate) U.S. DOT Intermediate NAERG US. DOT Non -Bulk U.S. DOT Non -Bulk NAERG Canada Mexico Bulk Quantity Intermediate Quantity Non -Bulk Quantity UN1993 Flammable liquid. n.o.s. (Petroleum naphtha, Xylene). 3.111 UN 1993 Flammable liquid, n.o.s. (Petroleum naphtha, Xylene), 3. III UN1993 Flammable liquid. n.o.s. (Petroleum naphtha, Xylene, 3,111 F- E S- E 'Subsection 4.2 Not determined. Not determined. UN1993 Flammable liquid, n.o.s. (Petroleum naphtha, Xylene) 3, III, RQ ( Ethylbenzene, Xylene) 128 UN 1993 Flammable liquid. n.o.s. (Petroleum naphtha, Xylene) 3, Ill, RQ (Ethylbenzene, Xylene) 128 UN 1993 Flammable liquid. n.o.s. (Petroleum naphtha, Xylene) 3,111, RQ (Xylene) 128 UN 1993 Flammable liquid. n.o.s. (Petroleum naphtha. Xylene), 3, III UN 1993 Flammable liquid, n.o.s. (Petroleum naphtha, Xylene). 3, III 85000 KG, 187391 lbs. 11000 KG, 24251 lbs. 400 KG, 882 lbs. Review classification requirements before shipping materials at elevated temperatures. Page 4/6 ULTRAZOL 9888C 115 Regulatory Information USA Other TSCA Reg. EU Japan Australia New Zealand Canada Switzerland Korea Philippines China SARA Eat. Haz. Subst. SARA Section 313 SARA 311 Classifications CERCLA Hazardous Substances Cal Prop. 65 U.S. Fuel Registration Finnish Registration Number Swedish Registration Number Norwegian Registration Number Danish Registration Number Swiss Registration Number Italian Registration Number Miscellaneous Regulatory Information — Global Chemical Inventories — All components of this material are on the US TSCA Inventory or are exempt. Section 8D (Benzene, ethyl- ).Section 4A (Naphthalene).May be subject to export notification under TSCA Section 12(b). All components are in compliance with the EC Seventh amendment Directive 92 /32/EEC. This product requires notification in Japan. All components are in compliance with chemical notification requirements in Australia. May require notification before sale under New Zealand regulations. All components are in compliance with the Canadian Environmental Protection Act and are present on the Domestic Substances List. All components are in compliance with the Environmentally Hazardous Substances Ordinance in Switzerland. All components are in compliance in Korea. All components are in compliance with the Philippines Toxic Substances and Hazardous and Nuclear Wastes Control Act of 1990 (R.A. 6969). All components of this product are listed on the Inventory of Existing Chemical Substances in China. — Other U.S. Federal Regulations — This product does not contain greater than 1.0% of any chemical substance on the SARA Extremely Hazardous Substances list. 26.9% Xylene (mixed isomers), CAS no. 1330 -20 -7; 6.7% Ethylbenzene, CAS no. 100 -41 -4; 0.6% Naphthalene, CAS no. 91 -20 -3 (Acute Hazard [Chronic Hazard fire Hazard Reactivity Hazard Yes I Yes Yes No Transit Reportable Quantities Component. I Reportable Quantity RQ . Umts I, Reportable QnantifyAQ 'Units 69 KG Xylene [ 372[Ibs. I 169F6-- Ethylbenzene r 14977 11s. I 6793 [ KG Naphthalene ( 163171Ibs. I 740I[KG — State Regulations — This product contains the following chemical(s) known to the state of California to cause cancer and /or birth defects: 0.003% Benzene, CAS no. 71 -43 -2 0.263% Toluene, CAS no. 108 -88 -3 0.613% Naphthalene, CAS no. 91 -20 -3 6.7% Ethylbenzene. CAS no. 100 -41 -4 Not applicable. Not Registered Not Registered Not Registered Not Registered Not Registered Not Registered Not determined. — Product Registrations — — Other / International — 16 Other Information US NFPA Codes HMIS Codes Precautionary Labels I Health �„ Ftre . 2 I 3 (N /E) - None established Reactivity: 0 Special -.: N/E Nealtb',:•' 2* ,>,:::;.Arc, 3 R&tv 0 Danger. . Flammable liquid. may create a flash fire hazard. • Harmful if inhaled. . Causes skin irritation. Page 5 / 6 ULTRAZOL 9888C Revision Indicators . Causes respiratory tract irritation. • May be harmful if absorbed through skin. . May cause eye irritation. . Contains components which may cause cancer. . May cause chronic health effects. Section: 2 Principal hazards. Section: 3 Hazardous ingredients. Section: 4 Inhalation first aid. Section: 4 Skin first aid. Section: 6 Spill procedures. Section: 7 Handling procedures. Section: 7 Storage procedures. Section: 8 Clothing recommendations. Section: 8 Hazardous ingredients. Section: 8 Ventilation procedures. Section: 9 Vapor pressure. Section: 9 Percent volatile organic compounds. Section: I 1 Eye irritation. Section: I1 Inhalation toxicity. Section: I 1 Skin irritation. Section: 13 Waste disposal. Section: 14 U.S. DOT Bulk shipping description. Section: 14 U.S. DOT Intermediate shipping description. Section: 14 U.S. DOT Non-bulk shipping description. Section: 14 ICAO shipping description. Section: 14 ICAO shipping description. Section: 14 IMDG Code shipping description. Section: 14 Mexican Bulk shipping description. Section: 14 TOG shipping description. Section: 15 Australia. Section: 15 Cercla hazardous substances. Section: 15 Other TSCA regulations. Section: 15 SARA section 313. Section: 16 Principal hazards. Changed: 24 June 2009 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 June 2010 Changed: 3 August 2009 Changed: 24 June 2009 Changed: 19 February 2010 Changed: 19 February 2010 Changed: 19 February 2010 Changed: 19 February 2010 Changed: 19 February 2010 Changed: 19 February 2010 Changed: 19 February 2010 Changed: 19 February 2010 Changed: 19 February 2010 Changed: 3 June 2010 Changed: 19 February 2010 Changed: 3 August 2009 Changed: 19 February 2010 Changed: 24 June 2009 as the conditions or methods of use are beyond our control, we do not assume any responsibility and expressly disclaim any liability for any use of this product. !formation contained herein is believed to be true and accurate but alt statements or suggestions are made without warranty, expressed or implied, regarding accuracy t f the information, the hazards connected with the use of the material or the results to be obtained from the use thereof Compliance with all applicable federal, state, and local regulations remains the responsibility of the user. Page 6 / 6 FILE COPY FUEL ADDITIVE PROCEDURE Reffelelfrar Iti )v q,, M rr«<«ag REVIEWED FOR- CODE COMPLIANCE APPWAVED OCT 01 2010 City of Tukwila BUILDING DIVISION RECEIVED Ste 21 Luiu WI PU O WORKS RECE V P, CITY OF TU L SEP 17 2010 PERMIT CENTER Draft Rev.2 September 13, 2010 1710 — 2c�2 The proper amount of fuel additive must be added to the underground fuel tanks before every single gasoline delivery. Do not put the fuel additive into the tanks AFTER a delivery! The additive is mixed by the agitation caused by the fuel delivery. C°S1C° Additive Drop Procedures • The delivery truck pulls into the station. •Take a fire extinguisher and the Veeder Root print out to the truck. •Ask the driver for the delivery paperwork. •If it is a regular load that will be split between tank 1 & tank 2, confirm with the driver the amount of product to be delivered into each tank. Note the amounts for each tank. •If it is a premium load note the amount of product to be delivered. •DO NOT UNLOCK THE FILL CAP UNTIL YOU ARE READY TO POUR THE ADDITIVE INTO THE TANK. •Go to the data hut and calculate the amount of additive needed for each tank to be filled. •Turn on the circuit breaker that activates the additive pump. Calculating the Additive Amount Product delivered in gallons X treat rate = gallons of additive. The standard treat rate is .000292 (292 parts per million) Example: 8,700 gallons of product X .000292 = 2.5 gallons of additive. Calculate to the nearest tenth of a gallon. Example: 2.65 rounds to 2.7 gallons of additive. COSMO To Pump the Additive 'Always wear your PPE - eye protection & Nitrile gloves. 'Check to see that the meter is at zero gallons. •If not, reset the meter to zero by turning the reset dial on the side of of the meter clockwise until 00 0 /10th is displayed. Before filling the additive can, place a grey absorbent pad under the can. Lift the nozzle from the holder. Pull the lever forward to turn on the pump. Place the nozzle into the can fill port and begin filling with additive. Watch the meter carefully and release the trigger on the nozzle when the desired amount is displayed on the meter. Once the correct amount of additive has been dispensed into the can, turn off the pump by pushing the lever back. Hang up the nozzle. Carry the additive, funnel, short ground cable and bucket out to the tank pad. f • ve; ‘.1 *"..■11111.:": 4r- (efo; ftweemems Unlock the fill cap. Place the funnel into the fill port and attach the ground. Attach the other end of the ground to the additive can. Slowly pour the additive into the appropriate tank. When all the additive is in the tank, disconnect the ground cables from the can and funnel. Place the funnel in the bucket. • Inform the driver it is ok to deliver the product to the tank. • If it is a regular delivery and fuel will be dropped into both tanks, repeat the fill steps above for the second tank. • Store the additive can, ground cables, funnel and bucket in a fire proof cabinet. • When the delivery is complete, log the delivery and amount of detergent added. • Enter the delivery into FuelQuest LOE. •Turn off the circuit breaker that activates the additive pump. •In the event of a spill, use existing FM -186 fuel spill clean up procedures. •Use FM -186 or ECS P2 cleaner to keep the equipment clean. •Dispose of clean up materials per local requirements. -----vmmzeiaga Fuelin FILE C PY Sv MN $ I S t ois ADDITIVE TANK SYSTEM ADDITION REVIEWED FOR CODE COMPLIANCE APP (WED OCT 01 2010 City of Tukwila BUILDING DIvisinr + RECEIVE SIN 21 Cu1U TuKwfLA PUBLIC WORKS RE CITY OF EIALA SEP 17 2010 PERMIT CENTER CHEMICAL TANK 22" FLGD. MANWAY w/5 -4" NPT FTGS. SW PTS (WT34) (FV2/13/16) 42/8 -3 WATERTIGHT TANK SUMP 4' -0" I.D. 4' -3" O.D. NOTES: ® HOLD DOWN STRAP CLIP ■ 4 HOLD DOWN STRAP LOCATION Q TYPE "13" LIFT LUG - SD I TYPE "13" LIFT LUG - HD 42" SW CONTAINMENT COLLAR 8 "R El R -6 RESERVOIR 1-24 1/2"-1-24 1/2" 5' -11 1/2" 8' 5 1/2" i "-1-24 1/2 "4-24 1/2"---1 5' 11 1/2" 8' 5 1/2" 16' -11" OPTIONAL 1 2"x 1 2"x 1 6' DEADMAN SHELL CODES: 2- E4D102X3 NOTE: TANK TO HAVE CHEMICAL LINER SEE PMR # "ADDITIVE TANK" DWT -6 TYPE II (4') -1500 COSTCO .rCONTAINMENT SOLUTIONS CAPACITY: 1,514 WEIGHT: DRY/WET 1150/1500 DATE 06/21/10 DRAM BY: J.HARMON DWG NUMBER: 14722.DWG Limited Warranty Chemical Tank Containment Solutions, Inc. (CSI) warrants to owner that its new manufactured underground chemical tanks if used in accordance with C.S.I.'s published specifications, operating guidelines, and if installed, operated and maintained in the United States or Canada according to C.S.I.'s published installation instructions, all applicable laws and regulations and the limitations as set forth in Exhibit A attached hereto, will meet CSI's published specifications and will be free from material defects in materials and workmanship for a period of one (1) year following date of original delivery by CSI. This warranty is limited by the provisions of the Comprehensive Environmental Response, Compensation and Liability Act of 1980 (CERCLA or "Superfund ") which designates certain chemicals as "hazardous substances." See 42 United States Code, § 9601 (14). The United States Environmental Protection Agency, Office of Underground Storage Tanks (U.S. E.P.A.) requires that new underground chemical tanks that store "hazardous substances" have secondary containment and interstitial monitoring. See 40 Code of Federal Regulations, § 280 and 281. This warranty is null and void if a single -wall tank has been used for products containing a "hazardous substance" without use of secondary containment and continuous interstitial monitoring. After initial installation of the tank, the tank installation checklist supplied by C.S.I. must be properly completed by the contractor and the owner's representative, and the owner must retain the completed checklist to verify proper installation of the tank. The completed checklist must be delivered to C.S.I. at the time of any claim under this warranty, and failure to do so may result in denial of the claim at the discretion of C.S.I. A claimant must give C.S.I. the opportunity to observe and inspect the tank prior to the removal of any backfill surrounding the tank and removal of the tank from the ground or the claim will be barred. If any tank is removed from an installation, moved to owner's new location and is intended for active service at the new location, the tank must be recertified by C.S.I. in order to maintain the warranty as originally extended. C.S.I. does not warrant any installed product, component, or parts manufactured by others. The foregoing warranty does not extend to tanks damaged due to acts of God, or failures caused, in whole or in part, by misuse, improper installation, storage, servicing, maintenance, or operation in excess of their rated capacity, contrary to their recommended use, whether intentional or otherwise, or any other cause or damage of any kind not the fault of C.S.I. Third party tank repairs or modifications of any kind shall void this warranty. Payment out of terms will result in the warranty being suspended until such time as the invoice is paid in full. CSI'S LIABILITY SHALL BE LIMITED, AT OUR OPTION, TO (I) REPAIR OF THE DEFECTIVE TANK (II) DELIVERY OF A REPLACEMENT TANK TO THE POINT OF ORIGINAL DELIVERY, OR (III) REFUND OF THE ORIGINAL PURCHASE PRICE. CSI SHALL NOT BE LIABLE FOR ANY LABOR OR OTHER INSTALLATION COSTS AND SHALL NOT BE LIABLE FOR ANY SPECIAL, INDIRECT, CONSEQUENTIAL OR OTHER DAMAGES EXCEPT AS STATED ABOVE IN CONNECTION WITH SUCH TANK, INCLUDING, WITHOUT LIMITATION, COSTS, EXPENSES OR LIABILITIES ASSOCIATED WITH ENVIRONMENTAL CONTAMINATION, FIRES, EXPLOSIONS, DAMAGE TO PROPERTY OR INJURY TO PERSONS OR ANY OTHER CONSEQUENCES ALLEGEDLY ATTRIBUTABLE TO A BREACH OF THE WARRANTY OR DAMAGES UNDER DECEPTIVE TRADE PRACTICES OR SIMILAR CONSUMER PROTECTION ACTS. THE FOREGOING CONSTITUTES OUR EXCLUSIVE OBLIGATION AND CSI MAKES NO EXPRESSED OR IMPLIED WARRANTIES, OR ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE WHATSOEVER. EXCEPT AS STATED ABOVE. CONTAINMENT SOLUTIONS Effective Date: 12/1/2009 5150 Jefferson Chemical Road • Conroe, TX 77301 • Tel: 936- 756 -771 • www.containmentsolutions.com December 2009 • Copyright © 2009 Containment Solutions, Inc. • All Rights Reserved • Pub. No. TNK1022B LISTED SINGLE -WALL ROUND TANK SUMP MODEL SW RTS (WT34) 42 (FV2/13/16) (PROPOSED CUSTOM DESIGN) (2) 13" O.D. Multiport Access Openings 6" Observation Port r•ft C 34" Multiport Watertight Lid Enclosure Top Factory Bonded Joint Round Sump Body Sump to be Bonded to Tank at Factory 34" Lid O.D. 32 -3/4" Neck O.D. — 32" I.D. N. s•: f5t; 41h 42" I.D. Item #2 & #4 1' -4 1/8" 2' -7" 5 1/2" 1' -2 7/8" Approval Signature: Approval Date: Project Name: P.O Number: Qty Req'd: Round Body Length: I CONTAINMENT SOLUTIONS SW RTS (WT34) 42- Costco.DWG 8/4/2010 -A Item #7 PHIL -TITE Advantages • Provides future access to tank top, • Fewer forecourt manways improves site appearance and pedestrian safety. • Patented watertight D- profile 0-ring seals cover and prevent groundwater intrusion. Multi -port Containment Multi -port Manways Phil -Tite multi -port manways use a patented watertight sealing system. Available with 36" and 42" finished openings in a variety of configurations. • 18" skirt is 3116" thick corrosion proof FRP. • Cam locks seal manway cover allowing simple removal. Jackscrew in cover is provided to easily lift cover off watertight seal. • Optional waterproof sump shield system and ductile cast iron snow plow ring. • Grey powder coated manway. • 5 gallon spill containers and drain valves are same as the 85000 -1 Series fill and vapor containers. • Cam locks eliminate corroded threads, lost bolts and water entry from not reinstalling bolts after service. • EVR Phase 1 Certificationy VR -101. Model Number Reference Chart = Cover Type and Size 'b= M36 = Multi -port manway cover, 36" access opening M42 = Multi -port manway cover, 42" Z:Y?n9- }h «`x�t -a�oY access opening T36 = Turbine manway cover, 36" access opening = Number of Spill Containers OC = 0 spill containers ▪ 1C = 1 spill containers 2C = 2 spill containers 4C = 4 spill containers Mt< b�'rO•E- x' = Number of 13" } Access Openings a 4.� = Number of 8" Access Openings = Snow Plow Ring Option R' Y s ^r•;; SPR = With snow plow ring NPR = Without snow plow ring Multi -port Manway Configurations T36- 0C -1 -0 -NPR M36- 2C -0.1 -NPR M42-2C-0-1-NPR M42- 4C -0.1 -NPR 49 Model 36" A Spill Collection Separation 16.00" B Cover Diameter 37.88" 42"' 16.00" 50 1,44: 5", C Access Opening 36.00" 4200;'; D Manway Skirt from Finished Grade Height 18.00" Height of Riser from Finished Grade to Achieve 5 Gallon Capacity without M/F 4x4 16.38" to 18.00" 1 6:38" ato „18.00; E Height of Riser from Finished Grade to Achieve 5 Gallon Capacity with M/F 4x4 18.13” to 20.00" 't18.13 "to +20.00 ": Item #7 PHIL -TITE Multi -port Containment Advantages • Patented watertight D -pro• le 0-ring seals cover and prevents groundwater intrusion. • 18" skirt is 3/16" thick corrosion proof FRP and will not rust. • Cover lockdown uses cam locks with stainless steel hardware eliminating corroded threads, lost bolts and water entry from not reinstalling bolts after service. • Optional waterproof sump shield system and ductile cast iron snow plow ring. • Grey powder coated manway. • Patent numbers: 4,696,330 and 5,086,256. Multi -port Manway Packages Available in 36" and 42" access opening diameters. Spill container access openings are 16" on center to align with standard tank bung openings. Multi -port manways include a manway cover with cam locks, 18" • ared • berglass skirt, stainless steel sleeve(s) with powder coated cover(s) and • N and /or vapor containers. • EVR Phase 1 Certi• cation VR -101. �.T.sSaaee= .x;:��.� Model Number Reference Chart Multi -port Manway Corr gurations �j ® ® �;1:,''�` "poi; • fok co, �= Cover Type and Size M36 = Multi -port manway cover, 36" access opening • M42 = Multi -port manway cover, 42" access opening T36 = Turbine manway cover, 36" access opening = Number of Spill Containers OC = 0 spill containers 1C = 1 spill containers 2C = 2 spill containers 4C = 4 spill containers = Number of 13" Access Openings = Number of 8" Access Openings = Snow Plow Ring Option SPR = With snow plow ring NPR = Without snow plow ring • T36- 0C -1 -0 -NPR Model M36-1C-1-0- NPR M36-2C-0-1-NPR M42- 1C -1.0 -NPR M42-2C-0-1-NPR T36- 0C -1 -0 -NPR Description M42- 4C -0 -1 -NPR 36" turbine manway with one 13" access opening offset, no plow ring L a?{ ei 7... tET} Y3FiA 36 1 C ] O =NPR r i 1 R ',47 `u `f 36 ;mull port manway with one • eld replaceable spill container. with drain 'one 13,, access opening, no plow ring ?i - ^i, ' 36" multi -port manway with one • eld replaceable spill container with drain, one 13" access opening, with plow ring M36-1C-1-0-SPR • M36 2C 0 1- NPR;' ' : `e_ - ; ;;yf 'a, a�A ; , t . '36 mule port manway with one •eld replaceable spill container with drain Ei. .'ti,' E ! .:' -. J i.^R ✓ .. - �.F. ,y,�„ 4JA - •�.S A Ys i Jone,without •dram one 8,;5accessopening; no plow.ring? ,�, r, t 1:.-,....,#'4,-4.--;' "4 '4 C ' - ''` 2 1 1 O NPR s 2"- multi port m anway,wgh ones eld replaceable spill c, o- nta-' iner with drainr .onel3, ccess o' nin no low r = <i ".; `,; 4 ' °% r. d' ^ M42-1C-1-0-SPR 42" multi -port manway with one • eld replaceable spill container with drain, one 13" access opening, with plow ring • ( 4 'K1 M42 2C 0 ] NPR9 ;' � #b r ..x: o q ., �• „ �.,n 'o F.... .,, re' l c / `{ er /f '42mulb port• manway with one •eld replaceable spill container with drain, " x? one, without. drain one- 8,iaccess opening,: no, plow ring )A k; ;', ; 42" multi -port manway with one • eld replaceable spill container with drain, one without drain, one 8" access opening, no plow ring, orange and red cover 42 - multi port manway with one eld replaceable spill containerwtin drain on , g f o A , �. ,o an g ..Q e c , e wdhout`drain, one 8',acceas;opening no plow ring orange and white.cover,: M42-2c-0-1 -POR � .. ` < M42 C 01 POW ,, tr: k r ',e M42-2C-0-1-SPR 42" multi -port manway with one •eld replaceable spill container with drain, one without drain, one 8" access opening, with plow ring ,.., ' .M, f »' M42 4C 011 NPRk roc i, G �r .i ", t Vir al?* r A k- ° ?Yx ✓ w_y rT•2w .). Z.,/,`^ 4 t °'w '4{7, ? m 05 42 ,quad multi port manway,with two, eld replaceable spill,,containersi. with drains two eld. replaceable spill containers without'drains d 't one 6 •:access opening; no' plow ""ringi'r tl- '`l ,tGb^ $ i'. 42" quad multi -port manway with two • eld replaceable spill containers M42-4C-0-1-SPR with drains, two • eld replaceable spill containers without drains, one 6" access opening, with plow ring Note: Requires installation tool kit T -7043 on page 84 and M/F 4x4 on page 85. 51 THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPERTY OF OPW FUELING COMPONENTS, IS CONFIDENTIAL AND MUST NOT BE MADE PUBLIC OR COPIED. THIS DRAWING IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO THE INTERESTS OF OPW FUELING COMPONENTS. ALL COPYRIGHT AND PATENT RIGHTS RESERVED. ALL DIMENSIONS ARE IN INCH TOLERANCES (UNLESS OTHERWISE SPECIFIED) X.XXX = -.005' [X.XX = • .12 mm] X.XX = - .01" (X.X = - .24 mm] X.X = -.03' [X = :.8 mm] CASTING FRACTIONAL = • 1/32" .MACHINE FRACTIONAL = 11/64" FINISH = 125 RMS [3.2.m] ANGLE _ - 1/2 CHANGES DRAWN... APPROVED. SCALE. DATE I •- D SIZE THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPERTY OF OPW FUELING COMPONENTS, IS CONFIDENTIAL AND MUST NOT BE MADE PUBLIC OR COPIED. THIS DRAWING IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO THE INTERESTS OF OPW FUELING COMPONENTS. ALL COPYRIGHT AND PATENT RIGHTS RESERVED. ALL DIMENSIONS ARE IN INCH TOLERANCES fu iESS OTHERWISE SPECIFIED) X.XXX = -.005' [X.XX = .12 mm] X.XX = - .01' [X.X = -.24 mm] X.X = ..03' [X = • .O mm) CASTING FRACTIONAL = :1/32" MACHINE FRACTIONAL = • 1/64' FINISH = 125 RMS [3.2 m) ANGLE = -1/2 0 CHANGES DRAWN, APPROVED. SCALE, • DATE, D SIZE - - - - - - - - - - - - - - - - - - - Item #11 IMPORTANT: OPW products should be used in compliance with applicable federal, state, provincial, and local laws and regulations. Product selection should be based on physical specifications and limitations and compatibility with the environment and materials to be handled. OPW MAKES NO WARRANTY OF FITNESS FOR A PARTICULAR USE. All illustrations and specifications in this literature are based on the latest product information available at the time of publication. OPW reserves the right to make changes at any time in prices, materials, specifications and models and to discontinue models without notice or obligation. OPw• • 111111111111•11 OPW 61T Fill Drop Tubes (61T -7244 61T -3015 61T -7266 61T -7268 61T -7468 61T -1012) The OPW 61T Drop Tube is installed in the fill riser pipe to an underground storage tank. It is designed to transfer product from the fill connection point (between the delivery drop elbow and tight -fill adaptor) to within 6" (or per local requirements) of the bottom of the tank. This allows for submerged filling of the tank, resulting in a more efficient delivery flow rate while reducing the build -up of vapors or foam in the tank. Table of Contents: 1. Features 2. Ordering Specifications Features • .052" Thick Drop Tube Walls — Deter denting and damage to the tube upon installation or removal for long service life. • Various Lengths and Diameters — Accommodate a variety of tank diameters and fill riser pipe sizes. • Compatible with 85% ethanol (E85) Ordering Specifications .fitfttck.\:(1: .:•'!:1 L.. I.:: t,'::-. ::...::.1 :.:11;',1.4:11 ,:-!:;41;t...; Ati#T1:14 rel1W .5.;'..1,:fr::::.: :.:'! ::-:::: .: .; ''' : in. mm. lbs. kg. ft. m. 61T-7244 3" 76 3.14 1.43 10 3.05 61T-3015 3" 76 4.50 2.04 15 4.57 61T-7266 4" 102 5.12 2.33 10 3.05 61T-7268 4" 102 6.18 2.80 12 3.66 61T-7468 4" 102 13.00 5.90 17 61T-1012* 4" 102 10.76 4.88. . 12 *Grooved tube 5.19 3.66 Replacement gaskets for the 61T-4" and the 61S0 Series are available. Order the OPW 61TG (4000). 0 Item #12 IMPORTANT: OPW products should be used in compliance with applicable federal, state, provincial, and local laws and regulations. Product selection should be based on physical specifications and limitations and compatibility with the environment and materials to be handled. OPW MAKES NO WARRANTY OF FITNESS FOR A PARTICULAR USE. All illustrations and specifications in this literature are based on the latest product information available at the time of publication. OPW reserves the right to make changes at any time in prices, materials, specifications and models and to discontinue models without notice or obligation. OPVU• OPW 53V Ball Float Vent Valves (53VML -0120 53VML -0140 53VML -0160 53VML -0180 53VML -0210 53VML -0060 53VML -0065 53VML -0046 53VML -3050 53VML -3080 53VML -3110 53VML -3140 53VML -3160 53VML -3180) The OPW 53V Ball Float Vent Valves protrude into underground storage tanks from OPW 233V(M) Series Extractor Fittings at the Stage I vapor return riser pipe or tank vent line. During a product delivery, as the tank level rises, a counterweight stainless steel ball seats on the valve body and restricts flow of vapors back to the transport truck. As the vapors become compressed in the tank (ullage), product flow into the tank is severely restricted. The 53V Series Ball Float meets the U.S. EPA 90% requirement for product flow restriction into underground storage tanks. The 53VML -0046 Ball Float, without vapor flow orifice, is designed to prevent cross - contamination of product grades with underground, manifold vent lines. The 53VML -0060 and 53VML - 0065 are designed as "back -up" overfill protection for overfill prevention valves, and to minimize product mixing with underground manifold vent lines. Table of Contents: 1. Features 2. Images 3. Ordering Specifications 4. OPW 53V and 30MV Ball Float Sizine 5. Additional Resources Features • Stainless Steel Counterweight Ball Float — Corrosion- resistant for a long service life. Counterweight ensures proper seating of the ball for precision "slow- down" of product flow into the tank. • Vapor Flow Orifice - A "bleed" hole machined into the body of the valve, sized to properly "slow- down" the delivery flow rate. • Duragard® Body Coating - Helps prevent rust and corrosion build -up for a smooth seating surface and long service life. • Various Body Lengths - Accommodate virtually any size tank. • 2" and 3" Body Sizes — 3" size increases vapor flow to reduce product delivery time. • Easy Installation, Service and Testing - Both 2" and 3" valves install in OPW 233 Series Extractor Fittings and are easily removed for inspection or tank testing with OPW 89 Extractor Wrench. • Compatible with 85% Ethanol (E85) or Methanol (M85) Materials Pipe nipple: steel Coating: black Duragard® Basket: brass Ball: stainless steel Warning OPW Overfill Warning Systems should only be used on submerged pumping systems, not suction pump systems. For special applications, contact OPW Fueling Components. OPW Overfill Warning Systems should only be used on gravity drop systems. DO NOT use where Pump Off Unloading or coax fills are used. Certified Item #12 2 Inch OPW 53VML 2" 3 Inch Ordering Specifications 1a5.94uc!'?i9 1 Fiel:qa.:;!1-41P01(A).4 ': 1 Weight:'i in. mm. lbs. kg. 53VML-0120 2" 12" 305 4 1.8 53VML-0160 2" 16" 407 5 2.3 53VML-0180 2" 18" 457 6 2.7 53VML-0210 2" 21" 534 7 3.1 53VML-0060 *2" 6 1/8" 157 2 0.9 53VML-0065 2" 5 1/8" 130 2 0.9 53VMIA046 . **2" 3 5/32" 80 1 0.5 53VML-3050 3" 5,, 127 5 2.3 53VML-3080 3" 8" 203 5.7 2.6 53VML-3110 3" 11" 279 7.6 3.5 53VML-3140 3" 14" 356 9.5 4.3 53VML-3160 3" 16" 407 10.8 4.9 53VML-3180 3" 18" 458 11.6 5.3 * 1/16" Vapor Flow Orifice. ** No Vapor Flow Orifice. 2" Dimensions 11/3" 38mm. Item #13 HUSKY 4885 PRESSURE/VENT CAP FOR UST Three separate valves address pressure/ vacuum conditions in storage tanks. • Husky Model 4885 incorporates three separate valves to con- trol over - pressure and vacuum conditions that arise in storage tanks. The three valve system provides the necessary protection and durability needed in a UST vent cap. • The vacuum valve is diaphragm operated, and provides 10 times more sealing force than gravity devices. It consistently opens at 8" of water column (WC) vacuum. • The first over - pressure valve is diaphragm operated, giving 10 times more sealing force than gravity devices. It opens at 3" of water column (WC) pressure. • The safety over -pres- sure valve is designed to handle high pres- sure /high flow condi- tions. This valve will vent up to 7900 SCFH at 2 psi. • Model 4885 is certified to less than 1/3 of the new CARB EVR Standard CP -201, which allows installa- tion of 3 P/V Vents maximum. Reduces installation time by not having to manifold the vent pipes together. • The Model 4885 (Threaded) Vent Cap easily installs by using the cast on hex nut. Allows tightening with- out having to go between vent pipes. • The Model 4620 Slip On Vent Cap, which has same features as Model 4885, has a main pliable seal that seals to the vent stack, and provides leakproof protection. The seal is at the end of the vent stack, not on the threads. Four stainless steel set screws grip the vent stack, preventing any loosening of the seal. SPECIFYING INFORMATION Model Number Description 4620 2" Slip -On Pressure Vent Cap Weight Lbs. (kg.) 1.2 (.54) *4885 2" Thread -On Pressure Vent Cap 1.2 (.54) CONSTRUCTION Body Die Cast Aluminum Screen 40 Mesh Stainless Steel Set Screws Stainless Steel Deflector Aluminum PATENTS AND LISTINGS U.L. C.A.R.B. *EVR E.O. VR.101.A Patents Pending Model 4885 t� � I�[�Z+� � =. Rev. 9-01 1 -10 IMPORTANT: OPW products should be used in compliance with applicable federal, state, provincial, and local laws and regulations. Product selection should be based on physical specifications and limitations and compatibility with the environment and materials to be handled. OPW MAKES NO WARRANTY OF FITNESS FOR A PARTICULAR USE. All illustrations and specifications in this literature are based on the latest product information available at the time of publication. OPW reserves the right to make changes at any time in prices, materials, specifications and models and to discontinue models without notice or obligation. CA i w• OPW 233 Series Extractor Fittings (233 -4420 233 -4430 233 -4422 233 -4433 233V -4420 233V- 4430 233VM -4422 233VM -4433 233VM -6045 233VM -604L) OPW 233 Series Extractor Fittings thread into 4" NPT openings on underground storage tanks. A 4" riser pipe threads into the top of the 233 for use in Stage I Vapor Recovery or to access a ball float. The 233 Extractor Fittings have threaded single- outlet connections for attaching tank vent lines or multiple outlets used to manifold tank vents or accommodate Stage II vapor return lines from dispensers. Internal threads on the 233 are designed to install a ball float or test plug in the extractor. Table of Contents: 1. Features 2. Fittings Images 3. Ordering Specifications 4. Additional Resources TEE Item #14 (TEE) CROSS 1 CAGE (CAGE) 233 VP Test Plug 233 VP Test Plug Item #14 Ordering Specifications Product No. Top ': Outlet • . • • 1 .:i Bottom: • . . . ° Weight.: • . • • Thread • . Thread_ . . Thread; , • .: in. mm. in. mm. in. mm. lbs. kgs. 233 -4420 (Tee)* 4" 233 -4430 (Tee)* 4" 233 -4422 (Cross)* 4" 233 -4433 (Cross)* 4" 102 2" 51 4" 102 311 102 2" x 2" 102 3 "x3" 76 4" 51 x51 4" 76x76 4" 102 Ext. 13.89 6.31 102 Ext. 14.06 6.39 102 Ext. 15.18 6.9 102 Ext. 15.54 7.06 233V -4420 (Tee) 4" 102 2" 51 4" 102 Ext. 15.33 6.99 233V -4430 (Tee) 4" 102 3" 76 4" 102 Ext. 12.50 5.68 233VM -4422 4" 102 2" x 2" 51 x 51 4" 102 Ext. 16.62 7.55 (Cross) 233VM -4433 4" 102 3" x 3" 76 x 76 4" 102 Ext. 16.98 7.72 (Cross) 233VM -6045 4" 102 3" x 2" 76 x 51 4" 102 Ext. 16.62 8.51 (Cross) 233VM -604L 4" 102 3" x 2" 76 x 51 4" 102 Ext. 16.62 8.51 (BSPP) * without cage assembly Note: Use OPW 89 Extractor Wrenches OPW 233V and 233VM Replacement Parts Part No: H -08932 233VP -6046 Installation and Maintenance Instructions 53VM- 30MV- 233.pdf Description • Cage SA Test Plug GR SERIES • FITTINGS OUTLET BODIES GRSS (items #18 F59 Class I, Div. 1 & 2, Groups C,D Class II, Div. 1 & 2, Groups E,F,G Class Ill ® Listed - File E10514 Certilied - File LR11716 See files for details or call Killark. FEATURES- SPECIFICATIONS GRSS /GRSSA Features • Internal hubs • Blank cover included (Cat. No. GRRBC) • Compact design and multiple hub configurations • Furnished with internal ground screw • Cast -in brackets on cover for use with breaker -bar tools GRSS Type Furnished with seven internal hubs, two hubs are on the top and bottom, one each on the two sides and one hub in the back. Four close -up plugs supplied. Series GUM unions can be used. Furnished with 13 hubs, two on each side and five in back. Five close -up plugs are supplied. Material /Finish - Aluminum Body • Copper -free aluminum (less than 4/10 of 1%) • Electrostatically applied powder coating Material /Finish - Duraloy Iron Body • Duraloy iron alloy • Tri -Coat finish of Electrozinc, Chromate Sealant and electrostatical - ly applied powder coating Material /Finish - GR Series Cover • Copper -free aluminum (less than 4/10 of 1%) • Electrostatically applied powder coating GRSS Dimensions GRSS /GRSSA CATALOG NUMBER HUB SIZE NUMBER OF OPENINGS NUMBER OF CLOSE -UP PLUGS FURNISHED KILLARK ALUM. OURALOY IRON GRSS -1 GRSS -1M 1/2' 7 4 GRSS -2 GRSS -2M 3/4' 7 4 GRSS -3 — 1' 7 4 GRSSA -1 — 1 /2' 13 5 GRSSA -2 — 3/4' 13 5 GASKET (RUBBER) EXTENSION* CATALOG NUMBER CATALOG NUMBER GEC-FIG GRCEX -0 s- to 000y depth. GRSSA Dimensions GRSS /GRSSA DIMENSIONS . CATALOG NUMBER HUB SIZE NO. OF OPENINGS CLOSE -UP PLUGS FURNISHED DIMENSIONS IN INCHES COVER OPENINGS VOLUME CU. IN. A B C 0 E F G H GRSS -1 1/2' 7 4 3 -12' 3-1/2' 2-3/8' 2-1/W 1 -3/16' 4-5/8' N/A 1 -1/4' 3 -1/6' 29 GRSS -2 3/4' 7 4 3 -1/2' 3 -12' 2 -3/6' 2 -1/8' 1 -3/16' 4 -5/6' N/A 1 -1/4' 3 -18' 29 GRSS -3 1' 7 4 3 -1/2 3 -1/2 2 -3/6' 2-1/8' 1 -3/16' 4 -58' N/A 1.1/4' 3 -18' 29 GRSSA -1 1/2' 13 5 3 -1/2' 3 -1/2 2-3/8' 2-1/8' 1 -3/16' 4 -58' 2-1/8' 1-1/4' 3-1/8' 20 GRSSA -2 3/4' 13 5 3-1/2' 3 -12' 2-3/8' 2 -18' 1 -3/16' 4 -58' 2-1/8' 1 -1/4' 3-1/8' 20 KO LsaLikL11i\1 F 1 LUaI J W m 11 1l1t't 1111111a!11b' Jt,11JU1 OWEDERROOTR Home Extranet Products Locate Distributor ATG/TLS Monitoring Products Request ATG/TLS Information ATG/TLS Monitoring Consoles & Accessories Direct AccessTM Software Secondary Containment Vacuum Sensing System Wireless Tank Gauging Tank Measurement Sump Monitoring Dispenser Pan Monitoring Sump Sensor Float Switch Discriminating Sensor Solid State Sensor Solid State Discriminating Sensor Stand -Alone Dispenser Pan Sensor Mag Sump Sensor Double Wall Tank Monitoring Monitoring Wells Monitoring & Installation Accessories Product Line Monitoring Enhanced Vapor Recovery Solutions Red Jacket Products Fuel Management Services VRM Registration Products Product Brochures Contact Us I Site Map I ITEM #19 Locate Service FMSOnline Support Worldwide Company News & Events sotacu.∎ 1 Float Switch Discriminating Sensor Our products offer the following features and benefits: Veeder- Root's Dispenser Pan and Containment Sump Sensors quickly and accurately detect the presence of hydrocarbons or fluids and differentiate between the two, in their respective locations. Alarm conditions - Fuel, Liquid Warning, High Liquid Alarm, Sensor Out - detected by either sensor are indicated by an audible alarm, a displayed message, and a printed message on the TLS -350R or TLS -350. They are also recorded as part of the TLS -350R or TLS -350 Alarm History Report. The housing is constructed of polyester, the sensing element a conductive elastomer. The sensors can be reused after an alarm condition is sensed, without degradation to the sensing materials. • Float Switch Technology determines presence of fluid and alarms at low level and high level "trip" points • Conductive elastomer differentiates between hydrocarbons and other liquids and alarms when hydrocarbon is detected at any point on the sensor • Accurate, reliable and reusable even after exposure to heavy concentrations of hydrocarbons Features • Detects fuel at any height on the sensor, even when floating on other liquid, triggers a Fuel Alarm • Liquid Warning is triggered when liquid reaches 1.0" high on both Dispenser Pan and Containment Sump Sensors • High Liquid Alarm is triggered when liquid reaches 8.0" on Dispenser Pan Sensor, 10" on Containment Sump Sensors Temperature Rating Storage: -40 degrees C to + 70 degrees C Operating: -40 degrees C to +70 degrees C Cable length: 6 feet Dispenser Pan Sensor Dimensions: 11.53" high, 2.13" diameter Containment Sump Sensor Dimensions: 22.03" high, 2.13" diameter Withstand removal and replacement from sensing environment without sensor damage. Standard Models Form No. Description 794380 -322 Discriminating Pan Sensor 794380 -352 Discriminating Containment Sump Sensor 330020 -021 Universal Sensor Mounting Kit The Series 7943 Dual -Float Discriminating Dispenser Pan and Containment Sump Sensors are compatible with the following consoles: ' Console eries LS 350R 482 0/A /1/t1A 1 ival J w 1Nd1 1-11J4,11111111a1111g J1.11JV1 I ask. ITEM #19 TLS -350 8470 TLS -300i 8485 TLS -300C 8485 TLS -3503 8470 - Related Links and Documents • MicroSensor - Installation Guide (576013 -285 Rev D) (PDF) » Oil /Water Separator Sensor Installation Manual (577013 -737 Rev B) (PDF) » High /Low Level Sensor for Guardian Systems Installation Guide (576013 -309 Rev C) (PDF) » Hydrostatic Reservoir Sensors for Double -Wall Fiberglass Tanks - Installation Guide (576013 -795 Rev E) (PDF) » Point Sensor - Liquid Contact Product Detectors - Certification Reports - Results of U.S. E.P.A. Standard Evaluations (576013 -864 Rev G) (PDF) Products: TLS -350, TLS -300, TLS -300i, ILS -350, EMC, EMC BASIC, ProMax, ProPlus, Simplicity x Universal Mounting Kit Installation (576013 -827 Rev B) (PDF) A Liquid -Phase Product Detectors - Results of U.S. E.P.A. Standard Evaluations (576013 -917 Rev. B) (PDF) Products: 847990 - 001,847990 -002 x Sensor Products - Application Guide (577013 -750 Rev M) (PDF) Contact Us I Danaher Corp I Gilbarco I Gasboy I Privacy I Legal I Site Map Copyright © 2009 The Veeder -Root Company All rights reserved. Unauthorized duplication prohibited. 0/A /'l/\1 /\ VEEDER *ROOT Hydrostatic Sensor For use with TLS and ILS Systems Veeder- Root's Hydrostatic Reservoir Sensor accurately detects fluid level change in the reservoir and interstice of a double -wall storage tank. Dual -float and single -float technology models are ideal for locations with high or low water tables. Available in a dual -float or single -float configuration. The Dual -Float Hydrostatic Sensor is ideal for high groundwater areas, and can differentiate between a high level alarm condition and a low level alarm condition. If an inner -wall leak occurs, the brine solution seeps into the tank lowering the brine level in the reservoir. The Dual -Float Sensor will then trigger a low level alarm. If an outer -wall leak occurs, the groundwater seeps into the reservoir. The dual -float sensor will then triggers a high level alarm. The Single -float sensor is ideal for low groundwater areas, since it only detects low level alarm conditions. If an inner wall leak occurs, the brine solution seeps into the tank. If an outer -wall leak occurs, the brine solution leaks out of the tank. In both cases, the brine level decreases and the Single -Float Sensor triggers a low level alarm. Features Dual -float sensor alarm conditions: • Leak in inner wall triggers a low level alarm • Leak in outer wall triggers a high level alarm in high groundwater areas; low level alarm in low groundwater areas Single -float sensor alarm conditions: • Leak in inner or outer wall triggers a low level alarm in low groundwater areas Temperature Rating Storage: -40 degrees C to + 70 degrees C Operating: -25 degrees C to +40 degrees C Rests in salt brine solution of up to 30% calcium chloride Cable length: 12 feet Single -Float Sensor Dimensions: 6.0" high, 2.5" diameter Dual -Float Sensor Dimensions: 19.3" high, 2.5" diameter • Withstands removal from reservoir several times a year without sensor damage Item #24 • Clear plastic housing for visual inspection or float operation Standard Models Description 794380 -302 Dual -Float Hydrostatic Reservoir Sensor Hydrostatic Reservoir Sensor Console Capability The Series 7943 Hydrostatic Reservoir Sensor is comparable with the followin4 consoles: Console ! Series TLS -350R* 8482 TLS -350* 8470 TLS -350J 8470 TLS -3001 8485 TLS-300C 8485 TLS -2501 7941 ILS -250 7942 *Note: An Interstitial Sensor Interface Module is required for the use of the Hydrostatic Sensors with the TLS -350 Console. Item #24 Hydrostatic Sensor Installation Guide Item #24 System Description Item Qty. Description P/N Vent cap Cord grip nut Cord grip bushing ssnwntruercepkitepa Riser cap top Riser cap side Figure 1. Plastic Riser cap kit contents 4 r 11tLa' 1-.1:11 1 as'.. I V t . -if.;_ 'l..O E'1"- ��75�;'gj�' � +�.Y a • A r � Items #30, 31 TM -= FLEXING Home I Industrial Applications I Service Station Products I Components I About FLEXING I Contact Us Flex Connectors: FIREFI 4EXTM AVAILABLE WITH THE 346 SWIVEL FIREFLEX The FIREFLEX is our premiere above and below ground fire rated flex connector. T.A.C. This is a non -fire rated flex connector designed for below ground use only. FIREMAN A heavy wall flex connector that offers maximum service life. FIRE FLEX-FLO The FLEX -FLO offers easy installation and many other time saving benefits. FIREFLEX -FRPTM Use FIREFLEX -FRP with the EZ FIT coupling system to make better connections in confined spaces. FIREFLEX EZ FITTM Use this connector system to make better connections in confined spaces. WARRANTY/ TERMS HOME • a.or 11 ��r a,� r* rt r I f.�re0 w .t.wLJCJtr?JJ G � 1t '.. ri!1 /f'1,'i,t' r 'y% r y✓ b,, r .4!! a8a:s- ,. �. �}�.'.,`...'.^°r'�r ;. _. .. �•..a.4;i- i:Z- -r.'!- +.h+k:�'E`. w.�r?r.r *+.as�^+a%.'"r.. s-'i... �- �1 Ste. � :"` F,,. -., Features of the FIREFLEX FLEX CONNECTOR: • All metal construction means one flex connector for both Above and Below Ground Applications. • UL Listed for above and below ground installation. • An 18 -8 alloy with titanium, 321 Stainless Steel inner core provides long service life. • Standard wall thickness with close pitch corrugations gives more flexibility. • Hydro formed for better flexibility. • The 346 Integral Male Swivel* insures ease of installation with a multi -seal design.. • NFPA 30 & 30A compliant for fire resistance. • Thick schedule 80 end fittings protect against deformation of the ends. • 100% pressure tested to assure quality. • The inner core is hydra formed. • Tee's, sweep elbows and other end fittings are available. • Minimum bend radius from the centerline is 6" thru 2 ", 9" for 3 ", and 13" for 4 ". • Crush and kink resistant, collapse proof and rated for full vacuum service. • Braid limited. Please contact us for details. * Patent pending The 346 Integral Male Swivel is made to make installation easier. The 346 IMS is constructed of ASTM High Grade Carbon Steel. Sealing protection is provided by 3 Viton Quad Rings at six sealing points. • Do Not Torque Flex Connector. C inn in nfl'i ONE COMPANY. ONE WORLD. ONE SOURCE.' Typical Suction System Layout OPW Angle Check Valve or OPW 233E Suction Tube Extractor Fitting OPW Foot Valve FlexWorks Flexible Piping Systems ITEM #32 OPW 70S Vertical Check Valve FlexWorks Dispenser Sump Important @ Copyright 2008, OPW Fueling Components FleMkrks by OPW, Inc, VAPORSAVER° and all other OPW pnonhcls oast be used in mnplance with all eppacable federal, slate, provincial and kcal iaws odes and regulations Product selection must be based on ihysical specifications and initatiorrs, any with the emriromrerd and material to be tended. AA i@nsbatiars and sped_tatiors in this fitarat re are based on the latest production informal m eagle at the time of put&cation. Pokes, materials and sped8catiors are snkjed to change at any time, and models may be risaorrtinued at any time, in ether rase, wiling noboe or olnfgatim. OPW wards solely to its astmer Amt the doting troduds sold by OPW w8be tree torn det ectsin intends and workmanship under nand use and conditions kr the periods indicated. LEADING THE WAY IN FUELING INNOVATION WORLDWIDE Suction System Equipment ITEM #32 OPW Foot Valves are installe. : . he bottom of suction tubes in fuel storage tanks to maintain prime in suction system fuel lin Ingle- poppet models are used in applications where the valve is easily accessible fo tenance and disc replacement. Double- poppet models provide redundant prote and are ideal for installations where the valve is no : • y accessible. Valves feature precision metal -to -metal ng arrangements. OPW Foot Valves are mended for use on suction lines where the pressure does not exceed 34 = : • head (approximately 15 psi (1 bar). The 1/4" models can be extracted gh a 11/2" or larger pipe or tank bung. The 1" models can be extracted through a 2" or larger pipe or tank bung. The 11/2" models can be extracted through a 3" or larger pipe or tank bung. The 2" models can be extracted through a 3112" or larger pipe or tank bung. Angle Check Valves OPW Angle Check Valves are installed on suction system fuel lines on top of fuel storage tanks to maintain prime. Models are available with male threaded inlets for connection directly into tank bung fittings, or with female inlets for connection to a nipple that is threaded into a tank bung fitting. Single- poppet models can be used in applications where the valve is easily accessible for maintenance and disc cleaning or replacement. Double- poppet models provide redundant protection for holding the prime, and are ideal for installations where the valve is not easily accessible. The Model 14 features a metal -to -metal seat, while the Model 14SL features a spring - loaded poppet and Buna -N discs to assist in keeping the valve closed when installed in high- vibration areas. OPW Angle Check Valves are recommended for use on suction lines where the pressure does not exceed 34 feet of head (approximately 15 psi (1 bar). ertical Check Valves OPW Vertical Che Ives are installed on suction system fuel lines directly below the inlet to the pump in the dispe sland to maintain prime. The 70 Series Valves feature a built -in shear groove, which helps minim .ing damage if the dispenser is pulled over or dislodged by collision. The single- poppet provide : ' ndant protection fro prime and are also available without shear grooves. OPW Ve recommended for use on suction lines where the head (approximately 15 psi (1 bar). 70 Se . the poppet. pres . oes not excee ves need 112" of mercury to activate OPW Suction Systems LEADING THE WAY IN FUELING INNOVATION WORLDWIDE 14 Valve Materials Body: plated cast iron Seat: bronze Disc: Nitrile (14SL only) OPW 14 Angle Check Valve 14 The Model 14 features a metal -to -metal seat, while the Model 14SL features a spring - loaded poppet and Buna -N discs to assist in keeping the valve closed when installed in high - vibration areas. OPW Angle Check Valves are recommended for use on suction lines where the pressure does not exceed 34 feet of head (approximately 15 psi (1 bar). Ordering Specifications Model # Connections Spring Setting lbs. kg 14 -0033 1'h" FNPT NIA 4.5 2.0 14 -0044 2" FNPT NIA 6.6 3.0 145L -2533 1'r l•NPF 4 oz. 4.5 Z.0 Dimensions 1'h" in. mm 2" in. mm A 1'A 44 2'k 54 B 2'h. 62 2'A 70 C 2'hM 52 2'h 57 D 2'h 64 2"A. 75 E 4'h. 116 5'h. 147 Model 14 Replacement Parts Part # in. mm Description H00370B 1'h 38 Disc H00339B 2 51 Disc Model 14SL Replacement Parts Part # in. mm Description H00489M 1'h 38 Spring H03363 1'h 38 Poppet H00194M 2 51 Spring H03364 2 51 Poppet (replacement cage) Important Flexwa to by OPW, lnc�, VAPORSAVEt" and at other OPW products must t o used in mmplance with at applicable federal, state, provindal and Ixal laws, rules and regulations. Floduct selection must be based on physkal specifications and imitations, compatibly y with the environment and material to be handled. All illustrations and speafcatons n this iterative are based on the latest production Vibration available at the time of p bfi atop. Rtes. materials and specifications are stilled to change at any tire, and models may be disom&wed at any time, in either case, without notice orabtgatiat OPW warrants solely to is customer that the Wowing products std by OPW wit be free tan defects it materials and walananship under normal use and millions for the periods inckated. ITEM #32 OPW Angle Check Valves OPW Angle Check Valves are installed on suction system fuel lines on top of fuel storage tanks to maintain prime. Models are available with male threaded inlets for connection directly into tank bung fittings, or with female inlets for connection to a nipple that is threaded into a tank bung fitting. Single- poppet models can be used in applications where the valve is easily accessible for maintenance and disc cleaning or replacement. Double- poppet models provide redundant protection for holding the prime, and are ideal for installations where the valve is not easily accessible. OPW Suction Systems Underground Storage Tank Equipment Tank Bottom Protectors EBW's Tank Bottom Protectors ensure the true measurement of the bottom of your tank. When one of the tank protectors is installed, the bottom plate will rest on the bottom of the tank. This allows the bottom of the drop tube to be accurately measured to ensure that the bottom protector has been installed according to local code. The Tank Bottom Protector comes complete with assembly rivets and an installation template. PART DESCRIPTION 785 400 -01* Zink plated steel guide rods and a plastic coated base plate at 785 - 200-02 Item #33 Features: • Protects steel and fiberglass tanks from punctures and wear made by gauge stick • Easily installed and removed in drop tubes Certifications /Listings * CARB: EVR Phase 1 Certification VR -103 -A 785 - 400-01 22 row VEEDER- OOT Mag 1 Leak Detection Probe Certified performance for inventory control and in -tank leak detection in gasolines, diesel and a wide variety of other approved fluids • Highly accurate Magnetostrictive measurement technology • Fast, accurate leak tests • MAG 1 probe third -party certified to exceed U.S. E.P.A. performance standards for 0.1 GPH Volumetric Tank Tightness Testing and 0.2 GPH monthly testing • MAG 1 probe compatible with all TLS consoles • Compatible with gasoline, diesel and other approved fluids • 2" and 4" float kits available • Mag 1 probe is available in standard and custom lengths up to 12' Features • MAG 1 probe provides highly accurate trouble free performance in gasoline diesel and wide variety of approved fluids • Magnetostrictive technology and five -point temperature sensing make it capable of extremely accurate inventory control and in -tank leak testing Standard Models Mag 1 Probe Form No.* Probe Length 847390 -101 847390 -102 847390 -103 847390 -104 847390 -105 847390 -106 847390 -107 847390 -108 847390 -109 847390 -110 847390 -111 847390 -112 847390 -113 847390 -114 4' 5' 5' 4" 6' 7' 7' 6" 8' 9' 10' 10'6" 11' 12' 2.0 M 2.5 M 847390 -116 2.667 M 847390 -115 3.0 M *Float kits for the specific fuel application must be ordered separately. Kits are available for 4" and 2" floats. See the Veeder- Root Price List for availability. Leak Test Performance - -with 4" Floats (Third Party Certified) Probe Test Type P(D) P(FA) Test Time Item #35 MAG 1 0.1 GPH 99% 1% 3 Hours MAG 1 0.2 99% <0.1% 2 Hours MAG 1 with CSLD 0.2 99% <0.1% Continuous Magnetostrictive Probe Console Compatibility Probe TLS -350R* TLS -350* TLS -300 TLS -3001 TLS -300C TLS -250 TLS -2501 MAG 1 t/ 1/ ii 1i 1/ 1i i/ 'i = Standard Feature *A Four -Input Probe Interface Module is required for use of magnetostrictive probes with the TLS -350R or TLS -350 system. Item #35 ERATION Gam Item #38 S EA3 itiNAUZIVID E.R: 93- 5PSIG...2W -4" nn LP -GAS " DACROMET" /RUST RUGGED RESISTANT, HANDLE VIBRATION © 2000 SELF - LOOKING Improving e Performance ISO -EN -9002 ADJUSTABLE PACKING THREADED DOUBLE PROTECTION VITON PREVENT 0-RINGS LEAKAGE EXPLOSION PROOF BOTTOM LOADED INDUSTRY EU Ea? SOLID BALL/EXTREMELY OPZION: BRASS 8 UM PIECE BRASS FORGED ELIMINATES PINHOLES 00 -N Top 366° WSP valves CAD utilizing Nfi af/ikigili 50 designed GENERATION P.T!RE. PACKING/SEATS W.S.P. temperatures pressure steam SYSTEM -6© 600 -500 -400 Zero Atmospheric Cleaner TROU BLE ON Ii AINTENA EWALVE uo D SALVE CEllkiaMIEN ALL .AVAILABLE LOCAL UPON 00 REQUEST D O.G Emissions Environment. 000 llalaTE A name you can trust. Item #38 www.jomar.com PHONE: 1-800-TO JOMAR (865 -6627) FAX: 1- 800 - 628 -4194 EFFECTIVE FEB. 1, 2002 SUPERSEDES SEPT. 15, 2000 PRICE SHEET CONSOLIDATED LIST PRICE SHEET COMPUTER NO. SIZE LIST CASE CTN. PRICE QTY. QTY. CASE WGT. FORGED BRASS BODY CHROME PLATED BALL WITH BRASS STEM DOUBLE VITON 0-RINGS TO P R E V E N T STEM LEAKAGE (- 4 0' F NEW 2ND GENERATION PTFE MODIFIED SEATS. ONE VALVE IN INVENTORY, ONE VALVE ON T H E T R U C K WILL... M E E T ALL LOCAL CODEST' AND 3 6 6 ° F FOR S A T U R CSA 125G, UL FOR LIQUID PROPANE, FM LISTED FOR FIRE PROTECTION 150 WSP /600, 500, 400 WOG. T100NI.P.S S-100N C X C Iron Pipe Solder 100 -701 1/4" N/A 100 -702 3/8" N/A 100 -703 1/2" 100 -803 100 -704 3/4" 100 -804 100 -705 1" 100 -805 100 -706 1-1/4" 100 -806 100 -707 1 -1/2" 100 -807 100 -709 2-1/2" 100 -809 100 -710 3" 100 -810 100 -711 4" N/A $5.92 120 12 42 $5.92 120 12 40 $5.92 120 12 64 $8.36 72 12 64 $12.90 36 6 57 $23.19 24 4 60 $29.55 16 2 52 $120.01 6 2 48 $176.95 4 2 53 $308.06 2 1 53 NOTE 1 (3/8" - 3/4" ARE DELTA ®CERTIFIED FOR THE FOOD INDUSTRY) NOTE 2 (1/2" 1.P.S. - 2" I.P.S. AGA/CGA CERTIFIED 125 PSI /G 2 -1/2" I.P.S. - 4" I.P.S. AGA TESTED 5 PSI /G) MAST MiE M O RY ST®P nfla mamma. UN =DEW 51128211110 220 -103 TYPE l FITS T /S -100N MODEL SIZES 1/4 ", 3/8 ", & 1/2" 220 -104 TYPE 2 FITS T /S -100N MODEL SIZE 3/4" 220 -105 TYPE 3 FITS T /S -100N MODEL SIZES 1" & 1 -1/4" 220 -106 TYPE 4 FITS T /S -100N MODEL SIZES 1 -1/2" & 2" VALVE NOT INCLUDED IN PRICE $3.83 $5.05 $12.70 $14.10 MODEL rTr /S- 100 -SS -N zumailmonlal TRIM 9002 FORGED BRASS VALVE WITH 316 STAINLESS STEEL BALL & STEM, VALVE BODY NICKEL PLATED - DOUBLE VITON 0-RINGS TO PREVENT STEM LEAKAGE NEW 2ND GENERATION PTFE MODIFIED SEATS. MEETS ALL LOCAL CODES PLU$ 366 °F MAXIMUM FOR SATURATED STEAM @ 150 W.S.P. CSA, UL, FM LISTED 150 WSP/ 600, 500, 40 T-100 SS -N I.P.S S-100 SS-N C X C Iron Pipe Solder 100 -501 1/4" N/A $13.62 120 12 41 100 -502 3/8" N/A $13.62 120 12 40 100 -503 1/2" 100 -513 $13.62 120 12 64 100 -504 3/4" 100 -514 $18.24 72 12 65 100 -505 1" 100 -515 $26.82 36 6 51 100 -506 1 -1/4" 100 - 516 $40.07 24 4 50 100 -507 1 -1/2" 100 -517 $53.49 16 4 55 100 -508 2" 100 -518 $74.13 12 2 68 100 -509 2 -1/2" 100 -519 $217.34 6 2 67 100 -510 3" 100 -520 $313.40 4 2 69 Items #48, 50 PRODUCT SPECS: Material .. UL Fiberglass PART # Diameter Weight Diameter Length All 5.25" Hot-dip Galvanized 5.25" Hot-dip Galvanized 5.25 "RobRoyTTM PVC-Coated PRODUCT SPECS: Material . UL Fiberglass PART # Primary Dia Secondary Dia Weight Fittin Ameron LCX (Coaxial) Pipe Onl,w PRODUCT SPECS: Material . . UL Fiberglass PART # Primary Dia Secondary Dia Weight Fitting Diameter - Plastic - Rubber - Clamps -Sealant -Nuts - Bolts W N O cn r ; _ Rj,gJd genetration.fittings; for 1 -1 /2" *oar• ;?. : product +pipe durable under x- `exposed conditions Recommended::.: "4'.- c; Above Ground• Fedtory - A • Sealed ElectricaP'F-��: • 4,, _ • • F.. :..1-:',..•• .y elim{inates.Leaks �`� Elimi s l'ectrrriical $ Penetrations! ' 4 4 ' ;k!4 xRedthcedLiabor� &* ti wH�� LiabllltY iiP. Recommended:-1 ravo'gRacka Sytem: sex y .:a �..Y• :...: §.4 • 323/888 -4133 BRAVO S. BRAVO SYSTEMS, INC • 2929 Vail Avenue • Commerce • CA • 90040 Fax: 323/888 -4123 • E -mail: info @sbravo.com • http: / /www.sbravo.com 4M1 EMINENT IPE� j B- 500 -TS '08 ITEMS #55 THRU #60 1 G3evol ution coa�&�l f, berg f��do syste service m pro life hstallotion Introducing coaxial fioma Dualoy rigid 3000 /L02 fag glom to service >70400Q iltfa Dualoy rienced 3000/ pie coaxial egUaliily ell02 snrrre l installer system Mg pro wig stlIkt Inn ke2guny OM secondary form integral interstitial time space. reduced without containment double- Ameron's exclusive mechanical secondary closure containment installation taw, natal) dilaati MIDA 0 aguita 0 proprietary fabricated fittings continuity interstitial eliminate guEold sca 'kg space need containment fasteners. 1 inter stitial coaxial faster Inherent affords detection. gaGoVilo allows MOW aa pagan@ ad ondinuom pressures. operating constant slope from Dualoy proven odkOdOlv Listed piping petroleum Dualoy performance Ameron's secure rigid NA agizom Breakthrough 3000 /L&X containment alcohols alcohol - gasoline excellent blended ad tiOxs i double Dualoy offers greater resistance during Dualoy station 3000/ Egv operation moulimy to Dm& faster containment proven service tshOiN vgatmo iI [13 Fiberglass Pipe Croup (713')690 -` Hollister I TIM o Houston, (71 3)690 -2842 Texas 77040 wwwameron.com AM'F RON INTERuNATLONAL i'ri�'NAC ITEMS #55 THRU #60 Effective July 21, 2008 • supersedes all previous price sheets Dualoy 3000/LCX and 3000/MCX Piping Systems with 2 Piece Clamshell Containment Fittings - for primary fittings please see Dualoy 3000/L Dualoy 3000/MCX Coaxial Pipe 20464386 2 20464586 2 20464686 3 30464386 3 30464586 3 30464686 4 40464386 10.95 10.95 10.95 15.55 15.55 15.55 24.10 201 302 403 20' 302 403 201 2 20474386 3 30474386 4 40474386 1) Pipe length is 17 ft. to 21 R. 2) Pipe length is 27 ft. to 31 ft. 3) Pipe length is 38 ft. to 41 ft. 21.15 201 27.95 20' 36.20 201 LCX & MCX Clamshell 2-piece Containment Fittings Containment 90° Elbow (2-pc) 20469201 3 30469201 40469201 62.25 82.70 5 108.00 5 Containment 45° Elbow (2-pc) Containment Tee (2-pc) 2 20469203 3 30469203 4 40469203 20469202 3 30469202 4 40469202 62.25 82.70 5 108.00 Si Containment Coupling (2-pc) 83.55 101.00 5 128.00 5 0.00 20469204 3 30469204 4 40469204 61.25 76.85 5 99.55 5 Containment Term, with test port (2-pc) Containment Termination Adapter `Sizai(in) beiit0.54: UC per,Bon$ 2 20469207 3 30469207 4 40469207 29.45 31.85 48.00 5 5 5 Note: Fittings prices are per pair. Unit = 1 pair Containment Reducer Ring " Priao.'A Sliet(iCode',:1:..4,1;;J,,,,,--5?A$ eBox-.,;,, 3 x 2 4 x 3 4 x 2 32469208 43469208 42469208 111.00 124.00 140.00 5 5 5 1) Price includes primary reducer bushing LCX Fittings (continued) Rubber Closure Sleeve with Test Port (35 psi) Nom ;<. Sizejin roduct; ode gtf rice 2 20482736 59.00 3 30482736 64.00 4 40482736 70.00 Rigid Sump Penetration Fitting 3 30856821 4 40856821 6 60856821 261.00 393.00 607.00 Rigid Sump penetration fitting also available with E -Z fit adapter ITEMS #55 THRU #60 b Rubber Closure Sleeve No Port (35 psi) 20482735 30482735 40482735 44.00 51.00 55.00 Jumper Tube -' /16" Vinyl Tubing x 2' OAL w /hose clamps Tapered Alignment Rings (optional) . :NomfpA"l roduc • ;Size'.(in' rice. °. 3 30359224 33.40 4 40359224 44.55 6 60359224 66.80 2 Limited quantities of following products available at time of printing Rubber Closure Sleeve with Test Port (10 psi) Nom'x -: Product Pnci 20462736 3 30462736 4 40462736 32.80 38.10 48.70 Rubber Closure Sleeve No Port (10 psi) Nom ::' Product Prig &Size (in) Code:.,$ 2 20462735 3 30462735 4 40462735 21.85 29.80 32.40 ITEMS #55 THRU #60 Effective July 21, 2008 • supersedes all previous price sheets Dualoy 3000 /L Primary Piping System Pipe and Fittings Dualoy 3000 /L Underground Fuel Pipe #00Nom Product j:; odes Spigot x Spigot Dnce; r: • Viper Foot t'.$ • is oints'per�� Inzerinadiates Joint�swper G p; �Total�� +�4' 4,Trti oad Intermediate per Mastterj( aster F ettperrF '�Quantityr' Bundle; „ Bundler �x � Bundle,&t. dle -(ft 7,4 2 20854386 4.55 20 8 2 20854586 4.55 30 8 Square Cut 3 30854381 6.65 20 6 9 54 1080 25,000 3 90321090 6.65 30 6 9 54 1620 18,750 4 40854381 9.25 20 3 6 18 360 15,000 6 60854381 16.80 20 1 28 28 560 7,200 8 64 1280 50,000 8 64 1920 37,500 Standard 20 ft. joint length: random 17 ft. to 21 ft. Standard 30 ft. joint length: random 27 ft. to 31 ft. Primary Fittings Primary 45° Elbow 1 T +E" ri4` ..f.'S fF?� .� Sizer(in) ;:Code `; $;� ":per!Box 2 20372108 41.15 10 3 30372108 55.95 5 4 40372108 74.00 N/A 6 60372108 184.00 N/A Nom`bk F uct Price ric e>lk a_ }R OF ts Siiewi(i Code $:11, perjBo x"'d 2 20371508 41.15 10 3 30371508 55.95 5 4 40371508 74.00 N/A 6 60371508 184.00 N/A 20378007 59.40 10 3 30378007 65.25 5 4 40378007 88.50 N/A 6 60378007 250.00 N/A Primary End Cap Nom eopi dt ct- ode,,.; Units r per: :Box J, 2 20375001 44.72 N/A 3 30375001 49.65 N/A 4 40375001 54.40 N/A 6 60375001 66.05 N/A 20850707 12.85 15 3 30850707 19.25 10 4 40350707 26.60 N/A 6 60350707 54.45 N/A Primary . Adapter Bell x Male (NPT) •Nom". Size,(in ;Product:' Ww u; Code Unims'� Tper ,.Box r; 2 20370202 18.95 15 3 30370202 33.15 5 4 40370202 42.25 N/A 6 60370202 72.65 N/A 3 'ITEMS #55 THRU #60 I Primary Fittings (continued) Primary Adapter Bell x Female (NPT) 2 20850203 27.25 15 3 30350203 38.90 5 4 40350203 55.50 N/A 60350203 105.00 N/A Primary Adapter Spigot x Female (NPT) Primary Flange Stub End 20350205 27.25 15 3 30350205 38.90 5 4 40350205 55.50 N/A 6 60350205 105.00 N/A Primary Flange Ring '; EProduct Units: e�<Box�`b 2 20372509 29.55 N/A 3 30372509 37.35 N/A 4 40372509 47.20 N/A 6 60372509 63.80 N/A F+N Nom J - • �Srce (in) Filament Wound Nipple .. Product Price ;> • ;, Code ,_,, k4 , ".,$ Primary Adapter Spigot x Male (NPT) Nom Proust' . ^,Price rkr Units a ti. .��: Size' (in)�. u�Code< 4,..$ erBox': 2' 22 32 32 4 42 6 26352890 28352890 38352890 3A352890 4A352890 46352890 68352890 8.45 12.05 12.05 15.30 15.30 15.95 20.10 2 20350206 27.25 3 30350206 38.90 4 40350206 55.50 6 60350206 105.00 15 5 N/A N/A ti ti p Primary Flange Stub End 20350205 27.25 15 3 30350205 38.90 5 4 40350205 55.50 N/A 6 60350205 105.00 N/A Primary Flange Ring '; EProduct Units: e�<Box�`b 2 20372509 29.55 N/A 3 30372509 37.35 N/A 4 40372509 47.20 N/A 6 60372509 63.80 N/A 4 Jom du roct:. ;'!fi od y;, ere' H Price.. ,Units •= $ ? «?:per.,Box' 2 20372510 28.10 N/A 3 30372510 34.20 N/A 4 40372510 46.20 N/A 6 60372510 60.50 N/A �r- 2 x 1 /22 2Q370503 22.60 15 3 x 23 32370504 27.50 10 4 x 33 43370504 35.60 N/A 6 x 43 64370504 63.20 N/A 1) Major x minor size 2) Male taper x NPT female threads 3) Male taper x female taper Isolation Bushing Nom: ode:: nce Configuratior x1'/2 Q0380511 32.65 NPT Thread Primary Repair Coupling 2 20370802 56.70 1) Shipped 15 units/box; other nipples shipped individually 2) Non - stocking items F+N Nom J - • �Srce (in) Filament Wound Nipple .. Product Price ;> • ;, Code ,_,, k4 , ".,$ Overall Lerigth.(m) 2' 22 32 32 4 42 6 26352890 28352890 38352890 3A352890 4A352890 46352890 68352890 8.45 12.05 12.05 15.30 15.30 15.95 20.10 6 8 8 10 10 12 12 - -.- - --- . - -- 4 Jom du roct:. ;'!fi od y;, ere' H Price.. ,Units •= $ ? «?:per.,Box' 2 20372510 28.10 N/A 3 30372510 34.20 N/A 4 40372510 46.20 N/A 6 60372510 60.50 N/A �r- 2 x 1 /22 2Q370503 22.60 15 3 x 23 32370504 27.50 10 4 x 33 43370504 35.60 N/A 6 x 43 64370504 63.20 N/A 1) Major x minor size 2) Male taper x NPT female threads 3) Male taper x female taper Isolation Bushing Nom: ode:: nce Configuratior x1'/2 Q0380511 32.65 NPT Thread Primary Repair Coupling 2 20370802 56.70 1) Shipped 15 units/box; other nipples shipped individually 2) Non - stocking items ITEMS #55 THRU #60 Effective July 21, 2008 - supersedes all previous price sheets Dualoy 3000/L Secondary Containment System Pipe and Fittings Dualoy 3000/L Underground Fuel Pipe ' PrIc N�m» -1.71qo'ints'per4r.,'Itrilepil_SidlateS; Size Code .. per Foot Length' Intermediate er", Is t t. in) ft) Bun yBunte Y-ta.Bundlei'ikte(ft)'4;4' 3 30854381 6.65 20 6 9 54 1080 25,000 3 1 4 40854381 9.25 20 6 60854381 16.80 20 Standard 20 ft. joint length: random 17 ft. - 21 ft. Standard 30 ft. joint length: random 27 ft. to 31 ft. 6 18 360 15,000 28 28 560 7,200 Containment 45° Elbow (2-pc) 30372005 4 40372005 6 60352002 62.00 105.00 5 244.00 N/A Containment Tee (2-pc)' Containment Coupling (2-pc) 3 30378005 83.45 4 40378005 142.00 6 60358003 276.00 0 Containment Reducer (2-pc) 5 5 N/A 'ff6Wt.....:::: : -,ProdOCC, rice', 3 x VA 3Q357603 66.45 5 3 x 2 32387605 66.45 5 4 x 3 43387603 125.00 5 6 x 4 64357603 177.00 N/A 30370703 4 40370703 6 60350703 58.00 109.00 5 115.00 N/A 0 Containment Rdcr.w/3/4" Test Port (2-pc) Size (in) dode . 3 x 1 'A 3Q357604 125.00 5 3 x 2 32387604 125.00 5 4 x 3 43387604 175.00 5 3 x 11/2 3 x 2 4 x 11/2 4 x 2 6 x 1% 6 x 2 3Q307108 32387109 4Q307108 42387109 6Q307108 62387109 188.00 141.00 212.00 180.00 216.00 232.00 N/A N/A N/A N/A N/A N/A 3 30856822 4 40856822 6 60856822 204.00 331.00 484.00 N/A N/A N/A 5 Effective July 21, 2008 • superse ITEMS #55 THRU #60 Dualoy 3000 /L, 3000 /LCX and 3000 /MCX Tools, Accessories and Adhesives Taper -Tool Jacket Cutter Heat Blanket PSXT"'•20 Adhesive Kit Notes: 24308701 Dualoy 3000 /L and LCX PSC -A23 Tapering Tool with 4,750.00 2 ", 3 ", 4" Arbors 20308704 2" 3000 /L and LCX Arbor for Cheswold /PSC -A23 Tapering Tool 432.00 30308704 3" 3000 /L and LCX Arbor for Cheswold /PSC -A23 Tapering Tool 440.00 40308704 4" 3000 /L and LCX Arbor for Cheswold /PSC -A23 Tapering Tool 530.00 20118701 2" MCX Arbor for Cheswold /PSC -A23 Tapering Tool 432.00 30118701 3" MCX Arbor for Cheswold /PSC -A23 Tapering Tool 440.00 40118701 4" MCX Arbor for Cheswold /PSC -A23 Tapering Tool 530.00 26018701 Taper - Maker® (Ratchet) including 2 ",3 ",4" and 6" collets, 1,838.00 carbide blade and carrying case' (3000 /L and LCX only) 01018700 Replacement blade for Taper -Maker (notched) to taper Dualoy 3000 /LCX 20158701 2" Conversion Mandrel for Taper Tool 255.00 30158701 3" Conversion Mandrel for Taper Tool 279.00 40158701 4" Conversion Mandrel for Taper Tool 310.00 20468701 2" Dualoy 3000 /LCX and 3000 /MCX Jacket Cutter2 875.00 .30468701 3" Dualoy 3000 /LCX and 3000 /MCX Jacket Cutter2 1,520.00 40468701 4" Dualoy 3000 /LCX and 3000 /MCX Jacket Cutter2 1,750.00 25158701 Universal Jacket Cutter for 2 ", 3" and 4" Dualoy 3000 /LCX3 1,442.00 (not used for 3000 /MCX) 19158701 Universal Jacket Cutter (body only) 1,170.00 15158701 Replacement Motor for all Jacket Cutters 101.00 16158701 Replacement Grinder Wheel for all Jacket Cutters 84.00 25158700 Merit B -810 Bore Polisher Flapper Wheel 1W wide 60 Grit 20.40 801587000 Merit BPM -8 Mandrel 2.70 24410400 2 "-4" Heating Blanket 120 volt 123.00 68180400 6 " -8" Heating Blanket 120 volt 179.00 20200400 2" Chem Cure Paks - 30 Units /Case4 167.00 30200400 3" Chem Cure Paks - 30 Units /Case4 251.00 40200400 4" Chem Cure Paks - 20 Units /Case4 223.00 60200400 6" Chem Cure Paks - 20 Units /Case4 279.00 30210101 PSXT"^•20 Adhesive Kit - 3 oz. Single 16.55 30210102 PSXTm.20 Adhesive Kit - 3 oz. Six Pack 81.95 50210101 PSXT""•20 Adhesive Kit - 5 oz. Single 19.40 50210102 PSXT""•20 Adhesive Kit - 5 oz. Six Pack 98.10 80210101 PSXT".20 Adhesive Kit - 8 oz. Single 22.95 80210102 PSXT"^•20 Adhesive Kit - 8 oz. Six Pack 117.00 167.00 1) Spare part pricing for Taper -Maker is available through Ideal Specialty Co., 918 - 834 -1657. 2) Dualoy 3000 /LCX and 3000 /MCX Jacket Cutters include air - operated motor. 3) Universal Dualoy Jacket Cutter includes air - operated motor. 4) Sold only in case quantities. INNA0114 RARNGS: BRAM I 125V. 20A. I HP IN *13PnA 230119. 10A, I NP USA POwER OPERATED OGPENSING DEVICE FOR USE ow MN lit USED INTERCHANGEABLE (ASTG/AARC OR TAANUATJ SERVICE STATION nve NOSE maul VALVR1 OR NON. MODELS CATION MAR T. HOLY 211143 & HUM 14V1 1 I • - • — new pulser -ready installation • mgv O and pulser -ready redesigned already topnotch rG TO °o 6 -gauge superior hood metal, Fill -Rite maintenance Fill -Rite greatly Fill -Rite cabinet corrosion assembly maintenance. removing TOG me installati Inter cCIE Cabinet enhanced @333 Maw, made powder coated protection. CO GAMED Internal pp�p cola 0 rte- ®®:3 terlD� teat o n CQ tgto WAG easier tiOlit o 902 and Meter version robust, provide redesigned installation obtained reset removed pulser head. quarter -inch directly �o t�`ln D (DPI to elbow ©o *51 i�'lit 0 Junction accommodate flo pulser cyg �p knob. gni simply accommodate 00 IOUI-�7 U wiring. three- L50 wired opening Cabinet more and Wow external dop retainer nozzle nozzle OTOM impossible stowed. boot stored doubles 0®TOG @Etat OI gP° t�Glig- t fl0 wstat `1n0 ItgoV© db0 O u ° Inl @ two. RD:Th®4611w to ICS %P de 5®a 1 c dIG linkage robust components, prevent damage joints models larger, pertinent meter easier -to -read information assembly. during b operation. ottom. ItGocf@ Effi faceplate visible making >IrT° lull nt`10' front MO NUMBE'RS. • FR902R = Non -UL (Formerly 305RU) • FR902LR = Non -UL, liter (Formerly 305LRU) • FR902RU = UL Listed (Formerly FR305RU) • FR902LRU = UL Listed, liter (Formerly FR305LRU) 902R SERIES FEATURES • 3/4" elbow in junction box so pulser can be wired directly into junction box • New opening to accommodate pulser wiring. • Two openings in junction box, now 3/4' for easier wiring • 4 -digit mechanical register • 6 gpm -40 gpm • Heavy -duty materials • Powder coat finish • Universal nozzle boot • Compatible with: - Diesel fuel - Gasoline & gasoline /alcohol blends (up to 10% ethanol) - Fuel oil - Lubricating oil (up to 60W lubricating oil; not temperature dependant) n Tuthill Pressure activated, automatic shut off nozzle for self- service, full - service and unattended stations. • XS® nozzle shuts off: - when the pump shuts off. - when the gas tank is full. - when the lever is opened before the pump is tumed on. - when the leak detector has not completed its test cycle. • Aluminum reinforced spout bushing keeps spout tip round and acts as a captive fastener to prevent tip -end sensor damage. ITEM #71 HUSKY XS® [l!) =LE PRESSURE ACTOVATED • Equipped with a unique Flo- StopTM device that shuts off the nozzle if it falls from the fill tank or raises above the horizontal. • Stream<Shape. M reduces turbulence for straighter fuel flow and Tess splash back spillage. • Comes standard with smooth full grip guard. LPN OP" 60' 10 60- 6_ w- m- 10- 0 t• 12 t0 6 t 0 WIDE OPEN FLOW uimu•,1 ■ ■■ %I111■ IIVAPAIMIN ...-.f♦■ psi 1 6 0 2 1 16 1 RN 20 40 60 6t0 100 INLET PRESSURE (I13 • .7 ) Light Duty Dlesel Unleaded Unleaded With FIo-Equalizerf1 UTOMATOC NOZZLE SPECIFYING INFORMATION Model Number Description Weight Ibs (kg) New Unleaded Nozzles w/ NPTF Threads: 159504 w/ Standard Hold Open Clip 2.6 (1.2) 159508 w/o Hold Open Clip 2.6 (1.2) 159524 w/ Standard Hold Open Clip & 2.6 (1.2) Sightglass 159543 w/ Single Notch Hold Open Clip & 2.6 (1.2) 1808 Waffle Splash Guard 159544 w/ Standard Hold Open Clip, 1808 2.6 (1.2) Waffle Splash Guard & FIo-EquafizerTM 159554 w/ Standard Hold Open Clip & 2.6 (1.2) Flo-EqualizerT" 159558 w/o Hold Open Clip w/ Flo- EqualizerTA1 2.6 (1.2) 159559 w/ Standard Hold Open Clip & 2.6 (1.2) 1808 Waffle Splash Guard 159559G w/ Standard Hold Open Clip, 1808 2.8 (1.2) Waffle Splash Guard & Gasoila Sealant 159566 w/o Hold Open Clip, w/ 1808 2.6 (1.2) Waffle Splash Guard 159567 w/ Standard Hold Open Clip, 2.6 (1.2) & 1807 Waffle Splash Guard New Light Duty Diesel Nozzles w/ NPTF Threads: 159503 w/ Standard Hold Open Clip 2.7 (1.2) I OUOU' w/o rioto open cup 2.7 (1.2) 159545 w/ Standard Hold Open Clip, 1808 2.7 (1.2) Waffle Splash Guard & Flo-Equalizer*" 159553 w/ Standard Hold Open Clip 2.7 (1.2) & Flo-EqualizerT" 159557 w/o Hold Open Clip w/ FIo-EquallzerTM 2.7 (1.2) 159561 w/ Standard Hold Open Clip & 2.7 (1.2) 1808 Waffle Splash Guard 159561G w/ Standard Hold Open Clip, 1808 2.7 (1.2) Waffle Splash Guard & Gasoila Sealant 159578 w/ Standard Hold Open Clip, 2.7 (1.2) & 1807 Waffle Splash Guard CONSTRUCTION Body One piece die cast aluminum Seals Viton® (Fluorocarbon) Packing Double o-ring seal protected by fiber reinforced Teflon Lever One piece contoured steel with hard plastic cover Inlet W /19.1mmNPTF PATENTS and LISTINGS Patent Numbers: 4,658,987 4,825,916 301,368 Listings: of)a MADE IN THE U.S.A. Rev 5-09 Husky YI Swivels: • Multi - plane, full 360° spherical rotation for easy movement of nozzle. • High flow rate due to laminar flow design. • Compact and light weight for easy handling. • Double 0 -ring seals at each swivel provide long life and low (-40 °) temperature perfor- mance. • Compatible with fuels containing alcohol. • High strength step shoulder bearing diameters and impact absorbing stops. IPM GPM 25 80- 60- 40 - 20- 0 20 15 10 5 0 PSI 0 KPa HUSKY SWIVELS L FOR STANDARD FUEL NOZZLES t__ l 1 2 3 4 5 7 1 1 1 1 I 10 20 30 40 50 PRESSURE DROP (SpG =.78) Model 0355 Black SPECIFYING INFORMATION Model Number Model Description Weight Lbs. (kg.) VI 0350 Multi -plane 3/4 "M x 3/4 "F .43 (.20) 0352 Multi -plane 1"M x 3/4 "F .43 (.20) 0355 Multi -plane 3/4 "M x 314°F (Black body) .43 (.20) VI 0356 Multi -plane 1"M x 3/4 "F (Black body) .43 (.20) YI -90 2272 90° Pump Swivel .35 (.16) 3/4 0M x 3/4 "F CONSTRUCTION Body High Aluminum Zinc Alloy Inner 0-ring Fluorosilicone Outer 0-ring Viton® (Fluorocarbon) Threads 3/4" NPT, BSP PATENTS AND LISTINGS Patent Nos. 4,615,547 D268612 48,133 (Canada) Listings c ©us LISTED Vitone is a registered trademark of DuPont Dow Elastomers. US LISTED Model 0350 Rev. 10- 1 ask., Zvi i ITEM #73 3/4" ,.es"„_, LISTED STEELFLEX HARDWALL "FUEL FLO" BY II(rG.JmKeICI) 559N MADE IN USA u rEo HAROWALL "IUEL -PLO' 1 r fpGci► SS9N MAO UM y pv s ; :.� ^r.- vx:� ^ ,4c Y,aY'?, .•Atiny.ro -. 3f'"f -Yt'. K'6 +r. Curb Pump Hose Fuel-FIoTM SteelflexTM Hardwall UL Listed Assemblies Available I.D. 0. D. Wt. Lb. W.P. psi 3/4" 5/8" 1" 0.42 350 3/4" 1 -1/8" 0.45 350 P/N 1" 1 -3/8" 0.52 150 Tube: Gasoline resistant Nitrite. Compatible with E -85 and Reinforcement: One braid of high - tensile steel wire. Cover: Black Nitrile/PVC blend. Abrasion, oil, & weather resistant. UL Listed Assemblies Available Coupled Lengths - Male x Male chrome- plated brass couplings Length 5/8" 5/8" 3/4" 3/4" 1" 1" Ft. P/N Wt. Lbs. P/N Wt. Lbs. P/N Wt. Lbs. 8 125101 4.03 IiC -Eikfll 4.53 123201 5.33 8.5 125121 4.24 124291 4.76 123211 5.59 9 125141 4.45 124301 4.99 123221 5.85 9.5 125171 4.66 124321 5.22 123237 6.11 10 125201 4.87 124341 5.45 123241 6.37 10.5 125221 5.08 124361 5.68 123251 6.63 11 125261 5.29 124381 5.91 123261 6.89 12 125301 5.71 124421 6.36 123301 7.41 13 125341 6.13 124441 6.81 123341 7.93 14 125381 6.55 124481 7.26 123381 8.45 15 125421 6.97 124501 7.71 123401 8.97 16 125441 7.39 124521 8.16 123421 9.49 17 125481 7.81 124561 8.61 123461 10.01 18 125501 8.23 124581 9.06 123481 10.53 19 125521 8.65 124601 9.51 123501 11.05 20 125541 9.07 124621 9.96 123521 11.57 25 125571 11.17 124651 12.21 123601 14.17 50 125561 21.67 124761 23.46 123701 27.17 75 125681 32.17 124861 34.71 123761 40.17 100 125701 42.67 124881 45.96 _ 123781 53.17 Note: Tolerances and ratings listed for the products above were provided by the manufacturer of those products. IRPCO assumes no responsibility for the accuracy of the data as reported by the manufacturer. All products and sales are subject to the Terms and Conditions included in this catalog. o /ni1n1n 1agL, 1 vi. 1 ITEM #74 Breakaway Connector Hoses c SteelflexTM Hardwall with chrome - plated couplings Male X Size Part # Description 5/8" x 8" 125781 5/8" x 9" 125821 3/4" x 8" 124021 66V -0250 3/4" x 9" 124041 124042 1" x 10" 123041 123042 1 "x12" 123061 123062 Male X Male Swivel Size Part # Description 5/8" x 8" 125782 5/8" x 9" 125822 3/4" x 8" 124022 66V -0250 Breakaway 3/4" x 9" 124042 1" x 1" 1" x 10" 123042 1" x 12" 123062 Colored Hose Available: Red, Green, Yellow in 5/8" & 3/4 ". UL Listed Assemblies Available OPW Breakaway Valves Size Part # Description 3/4" x 3/4" 66V -0250 Breakaway 1" x 1" 66V -1300 Breakaway Other sizes and styles of breakaway valves available. Complete line of OPW nozzles & accessories available. Note: Tolerances and ratings listed for the products above were provided by the manufacturer of those products. IRPCO assumes no responsibility for the accuracy of the data as reported by the manufacturer. All products and sales are subject to the Terms and Conditions included in this catalog. 01A /nn1n Husky Model 3360 Reconnectable Safe -T- Break® • U.L. Listed to Std. 567, Seventh Edition • All Husky Safe -T- Breaks® stop the flow of fuel on both sides of the sepa- ration. • Unit features unusual interface between a pre - loaded spring and a single turn wave spring that enables valve to resist sudden pressure build -up in hose and resultant nuisance separations. • Unit separates at less than 200 lbs. pull force, which minimizes "backlash" force of separation, reducing damage to equipment. • Model 3360 is recon- nectable and retains U.L. listing after recon- necting. • The 3360 Reconnec- table Safe -T- Break® passed demanding U.L. test require- ments on sepa- rations without unit leaking or failing. HUSKY BREAKAWAY VALVES FOR STANDARD FUELING APPLICATION Husky Model 2273 SPECIFYING INFORMATION Safe -T- Break® • All Husky Safe -T- Breaks® stop the flow of fuel on both sides of the separation. • Unit is lightweight, inexpensive and disposable. • Features same instant- closing dual poppet check valve design as the Model 3360. Model Description Length Weight Number In. (cm.) Lbs. (k 3360 3/4"F X 3/4"F NPT Reconnectable 4.62 (11.7) .53 (.24) Safe -T- Break® 2273 314°F X 3/4 "F NPT 3.43 (8.7) .69(.31) Safe -T- Break® CONSTRUCTION Model 3360 • Maximum separation Body 250 lbs. pull force. Model 3360 Aluminum Seals Viton® (Fluorocarbon) Springs Stainless Steel Threads 3/4" NPT, BSP Stainless steel load and latch spring reverse mechanism. Hardened stainless steel latch ring and balls. Model 2273 Body Zinc alloys to prevent galvanic corrosion Threads 3/4" NPT, BSP PATENTS AND LISTINGS Patent Nos. 4,827,977 4,667,883 4,828,183 Listings C U S U S T W Viton® is a registered trademark of DuPont Dow Elastomers. US LISTED LPM GPM 50 180- 160 - 140- 120^ 30 100 - J ti 80 L6o- 40- 20- 45 40 35 30 25 20 15 10 5 0 0 PSI 0 KPa 0 1 2 3 4 5 8 7 1 1 1 1 10 20 30 40 INLET PRESSURE (SpG Rev. 10-02 R KS BY OPW FUELINO CONTAINMENT SYSTEMS Automatic Fire Extinguisher System The FlexWorks Automatic Fire Extinguisher System is a small, non - rechargeable fire extinguisher designed specifically to be installed in a containment sump undemeath an above - ground fuel dispenser, and to automatically extinguish a fuel fire in the event of a dispenser knock -over. The FlexWorks Fire Extinguisher System will automatically activate and discharge its extinguishing agent when the surrounding temperature reaches 175 °F (79 °C). The Fire Extinguisher comes with it's own mounting bracket and can be mounted to a variety of surfaces. The Fire Extinguisher contains enough extinguishing agent to protect dispenser containment sumps up to a maximum capacity of 50 cubic feet. O P W A DO ER COMP n North America Toll Free — TELEPHONE: (800) 422-2525 Fax: (800) 421-3297 • Email: domesticsales(c;jopw•fc.com International — TELEPHONE: (513) 870.3315 or (513) 8703261 Fax: (513) 870.3157 • Email: intlsales pw -fc.com • wm.opw- fc.com 9393 Princeton - Glendale Road • Hamilton, OH 45011 0 2009 OPW Fueling Components ONE COMPANY. ONE WORLD. ONE SOURCE: Features • Charged with a clean agent — FE -241 • Operating temperatures of 0 °F to 130 °F • One year replacement warranty • Low cost solution to a potentially expensive problem Benefits • Extinguishes fuel fires quickly • Provides year -round fire protection • No certified annual testing required • May reduce fire insurance premiums ITEM #76 Fire Prevention Dispenser and UST containment sumps offer significant environmental protection by providing secondary containment and corrosion protection of valves and pipe fittings. Under certain conditions, a potential fire hazard could develop. Should a fire occur inside the containment chamber, the FlexWorks Automatic Fire Extinguisher System automatically extinguishes the fire in a matter of seconds protecting patrons, the underground piping, shear valves, and sump. Application D Dispenser Containment Sump Agent F FE -241 Coverage Area: 5 50 Cu. Ft. Atmospheric Life L Less than one day Activation Temp: 1 175 °F (79 °C) Operating Temp Range: 0 0°F to 130 °F (17.7 °C to 54.4 °C) Ordering Specifications FlexWorks Automatic Fire Extinguisher System Model Description FSS -50 FlexWorks Automatic Fire Extinguisher System Clean Agent Extinguishers, Automatic or Manual- Automatic These are fixed units, usually ceiling mounted, thermally actuated to discharge throughout an enclosure. Because each unit is self- actuating, extinguishers are to be used singly (one per enclosure) only. They contain an electrically nonconducting gaseous fire extinguishant that does not leave a residue upon evaporation. Since these clean agents have different extinguishing concentrations, the individual manufacturer's listing should be consulted for proper design concentrations. NFPA 2001, Standard on Clean Agent Fire Extinguishing Systems should be consulted for toxicity data. FM Approval is limited to volumes of 10§0(R8 m3 ) or less, unless manual actuation means is provided. Application limitations are stated in individual listing. Manufacturer's installation instructions must be followed explicitly. Supplemental U.S. Coast Guard approvals are delineated in the individual listing. Clean Agent Extinguishers © 2007 -2009 FM Approvals. All rights reserved. 1 of 2 System Designation: Fireboy Automatic (CG2 Series) Fire Extinguishing Systems System Type: Automatic Fire Extinguishers Agent Identification: FE -241® and FE -227® Minimum and Maximum Agent Storage Temperatures: 32 °F to 130 °F (0 °C to 54 °C) Minimum and Maximum Nozzle Heights: 8 ft (2.4 m) Maximum Height 2 ft (0.6 m) Minimum Height Maximum Volume of Coverage: 1000 ft3 (28.3 m3) Minimum Design Concentrations for Hazard Class: Class B: FE -241®: 8.5% FE -227®: 8.3% Design, Installation, Operation, and Maintenance Manual: CG2 & MA2 Series Clean Agent FE -241 & HFC -227ea Owner's Manual & Installation Instructions, part number 18004. Limitations or Exceptions to the Approval: Installations must be located at the ceiling of the protected enclosure. Automatic actuation at 165 °F (74 °C). Vertical or Horizontal Mounting. United States Coast Guard approved. Fireboy - Xintex, Inc. 0 -379 Lake Michigan Drive Grand Rapids, MI 49544 Approved Filling Stations: Fireboy- Xintex, Ltd. Unit Holton Road — Holton Heath Industrial Estate Poole, Dorset BH16 6LT United Kingdom © 2007 -2009 FM Approvals. All rights reserved. 1 of 2 System Designation: Fireboy Manual- Automatic (MA2 Series) Fire Extinguishing Systems System Type: Automatic Fire Extinguishers Agent Identification: FE -241® and FE -227® Minimum and Maximum Agent Storage Temperatures: 32 °F to 130 °F (0 °C to 54 °C) Minimum and Maximum Nozzle Heights: 8 ft (2.4 m) Maximum Height • 2 ft (0.6 m) Minimum Height Maximum Volume of Coverage: 1500 ft3 (42.5 m3) Minimum Design Concentrations for Hazard Class: Class 0 ft3, 0 ft3 FE -2411 ®: 8.5 /o up to 1275 ft , 11.4 /o from 1276 to 1500 ft FE -227®: 8.3% up to 1500 ft3 © 2007 -2009 FM Approvals. All rights reserved. 1 of 2 Design, Installation, Operation, and Maintenance Manual: CG2 & MA2 Series Clean Agent FE -241 & HFC -227ea Owner's Manual & Installation Instructions, part number 18004. Limitations or Exceptions to the Approval: Installations must be located at the ceiling of the protected enclosure. Automatic actuation at 155 °F or 175 °F (68 °C or 74 °C). Vertical or Horizontal Mounting. United States Coast Guard approved. Approved Filling Stations: Fireboy - Xintex, Inc. 0 -379 Lake Michigan Drive Grand Rapids, MI 49544 Fireboy - Xintex, Ltd. Unit Holton Road — Holton Heath Industrial Estate Poole, Dorset BH16 6LT United Kingdom Company Name: System Designation: Fireboy Manual- Automatic (GA Series) Fire Extinguishing Systems System Type: Automatic Fire Extinguishers Agent Identification: FE -227® Minimum and Maximum Agent Storage Temperatures: 32 °F to 130 °F (0 °C to 54 °C) Minimum and Maximum Nozzle Heights: 8 ft (2.4 m) Maximum Height 4 ft 8 in. (1.4 m) Minimum Height Maximum Volume of Coverage: 3000 ft3 (85 m3) Minimum Design Concentrations for Hazard Class: Class B: 8.7% Design, Installation, Operation, and Maintenance Manual: GA Series Pre - Engineered, Balanced Fire Suppression System, part number 18001. Limitations or Exceptions to the Approval: Installations must be located at the ceiling of the protected enclosure. Automatic actuation at 175 °F (74 °C). Vertical or Horizontal Mounting. United States Coast Guard approved. Fireboy - Xintex, Inc. 0 -379 Lake Michigan Drive Grand Rapids, MI 49544 Approved Filling Stations: Fireboy - Xintex, Ltd. Unit Holton Road — Holton Heath Industrial Estate Poole, Dorset BH16 6LT United Kingdom Company Name: Fireboy - Xintex Inc Company Address: 0 -379 Lake Michigan Dr NW, Grand Rapids, Michigan 49544, USA Company Website: htto: / /www.fireboy- xintex.com Listing Country: United States of America Agent Type: FE -227, FE -241 Certification Type: FM Approved © 2007 -2009 FM Approvals. All rights reserved. 2 of 2 commitment. 0 A brand of JohnDow Industries JohnDow nTM IFT0g8 ©Thfigc Portable Fuel Storage & Handling r1 Caddies ITEM #77 uct Quallfy� a rN.3 ,,� a "��°F 'r°3• � ei`s �•� ' �W',��'r T �$A'`D�'S:' Y y� `1°JohnDow lndustnesioffersrquahty pier/ acts engineered fooelp,ourcustomers achieve greater ' • workefhcienciesfor al anety of service;epplications,, Our professional'tools;and equiipmentare built endure the rigors of fautomotive.and •heavy duty vehicle seiviceiendmaintenance11.:-. _ 5` z :' PSF.f yY .3f g3 6� rofessionaPProduct;D ring "3p, ?Y v. •Ta!"h �T� 'kt� f' k`•rab° +'fizs � €1 • Fuel Chief Portable' fuel Storage &: Handling ).. Crew Chief. Used 01 &YFIuid Handling 1pgi "- �t�ia's,.z�xc P** cam. c -: f�!FuroVent,Vehicle.EXhaust Extractions< C a t�-- �' "'°^Y✓°•" :.r6yro.R x.g °� �P f "t4 '_ " Jt i. ✓ �•� JohnDowAutomohve SeryicexEquipment • ,ShopRxAutomobve:Service Supplis e ✓L9a M./.+np/; °�,H.'D'Iy+ flew°Pipflucelnnovations< JohnOow Industries. continues, to support our customzo, `` efs:withrneWOoducts?designed fo improved benefits and• usability'in the `"automotive: aftermarket as well fas P+�+��' -�, � ,e > ,. w4 � xr• � Heavy -Duty, Industnal,' and Manne markets ^ x • Delle�ring;Solutians��.� 6��A� �. ' r «.s',.+a$xs:'d'O7;t.IS.�'�.Si T:'?i'"'✓.M he.�.1;:i„"i r„f�:t ° <.. .,We believe ,ouradvantageousproduct`offenn 's extensive, distnbution'network-vnd experienced sales,k representativeseWh pest milhe countryiand deliver areal solutionsto our: customers ?JohnDow products can z a«r x ^£k1n •2a• _..y, y x,; w ec r ,.. s urc^ ra ,• q 1 be found th rough virtually :eveiy tool and equ pment f l ; f distnbu tort in; the country Please cllc on the distnbuto `linkto,locate a JohnDow distributor near you Ourssales,{ -K'. 8�asx. nd e° & a x..a.., ;� ,. x� w. ,J.vt,¢ Yagencies are also available toyhelp ourcustomers with, ,.d {a.e.H*a. ,,,y 3.,�ot ?a > w'd1�'Y s3t»�u 'aY '��;• m,� d� fangy3question or requesttthey may have ;No request {{is rP,. Ea"R Zd a 4K +f' 9'2 ever.'toosmall�E uet CbtefIcan Sean, e��ere�� Yon egos, work ora17 Giome. b..a. eV.Chiet fuel caddlesaar reat for storing,and trans r".r9 � erringfuel,to lawnmowers enerators; heatersas 9 , ,well as to gravity -fueliboats;3 'AN sVor4PWC's,;. a T irransp®fl 1751 15- Galloon Poly Gas Giddy No. JDI- 15GC -P • For fuel transfer and storage. • 15- gallon tank is constructed of high- strength, cross - linked polyethylene for extreme durability under almost any conditions. • Molded -in handle is designed for comfort and balance. The handle also serves as a secure rest when unit is being transported on its back. • 15" pneumatic tires allow for moving over almost any surface. • Tank dimensions: 33 -1/2" h x 24" w x 20" d x s 4?4 0 4514i B6 %11116aaa1 Portable Fuel Storage & Handlin wno cf� q 8..d�" -� Fuelaiiefrepresentsrhe fas stgrowing productsegment in the JohnOow famlty of autonlotwe serwce equipment i`rofessronil fuel handlin' � ui ment ine need- fnrsafe, 13 ieffect%ve, and effoniabJe portable fuel storage :tameet theft 4 • u qd �; ,neeT �iuheTirxm m&e+ een nt gsvm'.o+„af a te_r Pyyna an. d rd ; o th"e a plic a tion '' and �y n° us4 . n . ef9 s Fuel Chief line d of portat ble � ti 4 ha f a° e°s ° - l .1140ng equipmentmets hase,nees 4rA J r f•1 °lRigft &d e Fuel Chief line ofe rs`moree portable gas caddy • hbo, imodels }han,ny othericompany nmte.cuntry G"DS..L�✓.t�h;b�.`�R':.M�'Y �i6e��e's'�`�tCE3' �xeZ'�'raL��'Re- �.:a`'��f1 .• FM Approved models for professional fuel system • „�;.�' C' 6 • as X^ c s.r.bY ✓' r e°8e3.B ¢related sernce work "�> ,z • • Poly modelsiwith different capacity for basic fuel, • �st gee nee .6�+�,°$° t °K ESL"�E Wi •� jhe'first.with'professional FM Approved models for- i 'q'Y a^E�:aa^ - ,pa.r-.,- �r:•u,> �.,. •.t?Zzser -i - : a a Kr the:unique;demands of altemabve fuels and flex fuels �k. °.`c�'�- "'h; ��..4.x�.,;*�.F" k'i't;•'^ .�., >, tFM:'�' -�'�a s`.� 15- Gallon Poly Gas Caddy In 3 new Color -coded models for easy fuel identification • 15- gallon capacity. • 10' x 3/4" Hose. • Weight: 35 lbs. • Optional pump kits available. See page 6 for details. No. JDI- 15GC -P, Red 15 Gal. — Gasoline No. JDI- 15GC -PK, Blue 15 Gal. — Kerosene No. JDI- I5GC -PD, Yellow 15 Gal. — Diesel www.johndow.com Materials caa iron ,413 yZ. .ra$t iron, Cartier: zinc-plated. steel .•.• Stem: copper - nickel- chrome- • plated brass Poppet spring: stainless steel Seal: M -19 0 -Ring Packing nut: brass, Teflon®- coated Inlet and outlet thread: 1 V2" (4 cm) NPT (British threads available) Combination *With black Duragard® E- Coating Body ONE COMPANY ONE WORLD. ONE SOURCE." `: Main :t . • Poppet - • Seat Pant entedlTherma Rel'ef Valve x�' A gpsbPost' 'Secondary ' Poppet j Fusible Na Link Nickel- Plated, Teflon - Coated Main Stem Features • High Flow Capacity — The primary poppet is held out of the flow stream while the secondary poppet is held normally open to minimize head loss across the valve and to protect the poppet seals from damage and erosion. True 1' /" (4 cm) and 2" (5 cm) body sizes ensure maximum flow. • Fire Protection — A fusible link trips the valve closed at 165° F to shut off fuel supply to the dispenser. • Main Poppet Seat Integral to the Top Assembly — Having the main poppet seat as an integral part of the valve top assures a new, clean seating surface is installed each time the top is replaced. This design also ensures that the integrity of the seal between the valve top and bottom is verified during line testing and allows full inspection of the main poppet when the top is removed. • Duragard® -Coat Finish — Provides superior corrosion resistance. • Reliable Shut -off — A stainless steel main spring, a feflon- coated brass packing nut, and a copper /nickel/ chrome - plated brass stem are designed to prevent tar build -up and corrosion from interfering with poppet operation after long periods of normal service without activation. • Integral Test Port — A' /8" (9.5 mm) Test Port allows the piping system to be air - tested without breaking any piping connections. • Patented Thermal Relief Valve — Relieves excessive pressure over 25 psi caused by thermal expansion of fuel in the dispenser piping system in the event of fire (double- poppet models only). • Low - Profile Tops — Female and Union -top double - poppet valves have a low - profile top to allow upgrading from OPW single - poppet valves without changing existing piping. • Multiple Mounting Options — Valves are boss - mounted to stabilizer bars in sumps and pans or mounted to bars embedded in the island with optional U -Bolt kits 1OUBK -015 (not included). Versatile Combination Body (boss mount/U -Bolt mount) models are available to accommodate most mounting applications with one valve style. • Underwriters Laboratories — Listed for use with gasoline and 85% and 100% methanol. All OPW 10 Emergency Shut -Off Valves meet requirements of UL STANDARD 842. • Compatible with 85% ethanol (E85). PA15 Offset Adaptor The OPW PA15 Offset Adaptor is designed for adjusting misalignment of pipe in dispenser sumps and suction stubs. The PA15 has a low profile feature, and is designed for maximum flow. Ordering Specifications Thread Size Offset Part Number In. cm in. cm Height Width In. cm in. cm PA15-11) PA15.15 PA15 -20 1'h" •38.1 1" •255.. j 21/4" 1'h" 38.1= ; 1'h" : :38.11 • 21/4" 11/4" 38:1 2" ..' 51 21/4" 31/4" 92.1 57:2 41h" • 104.8 I 572 4'h" ;1174 Materials Ductile iron Zinc Chromate OPW 10 Series Emergency Shut -Off Valves OPW 10 Series Emergency Shut -off Valves are installed on fuel supply lines beneath dispensers at grade -level to minimize hazards associated with coflision or fire at the dispenser. If the dispenser is pulled over or dislodged by collision, the top of the valve breaks off at the integral shear groove, activating poppets and shutting off the flow of fuel. Single - poppet models shut off supply flow, while double - poppet models shut off supply as well as prevent release of fuel from the dispenser's intemal piping. The base of the Emergency Valve is securely anchored to the concrete dispenser island through a stabilizer bar system within the dispenser sump or pan to ensure proper shearing action. The valve base is secured to the stabilizer bar using a three -point boss mount system or a U -Bolt Kit (not included); 1OUBK -015 (1 -1/2 ") and 1OURK -0200 (2 sold separately). Valve inlet (bottom) connections are female pipe threads and outlet (top) connections are available with female threads, male threads or a union fitting. Other options include suction system models with a normally closed secondary poppet which maintains prime, and models with external threads on the inlet body which connect to secondary containment systems. 10 Series Instruction Sheet Order Number: H11374PA OPW Environmental Systems 411) ONE COMPANY/. ONE WORLD. ONE OPW 10 Series Emergency Shut -Off Valves Female Threaded Top (Outlet) Connection Valves Ordering Specifications Body Size Connection In. cm Threads Model No. 10BF -5725 10BFP -5726 10RF -2001 10RFP -2002 Poppet Configuration SOURCE." Mounting Application System ITEM #81 "X" Indicates With Containment Threads 1'h ' :4 • NPT Single Pressure Combination 1'h NPT Double Pressure Combination 2 • - NPT Single Pressure Combination 2 •: ',Si NPT Double Male Threaded -Top (Outlet) Connection Valves Model No. Body Size in. kg Connection Threads Poppet Configuration Pressure Combination Mounting Application System "X" Indicates With Containment Threads 10BM -5825 10BHMP -5830 r1os8HMP.3o 1UKM•ZUUJ 1'h4 L. NPT Single • 1'h 1 ; NPT Double 1'h NPT Double Pressure Combination Pressure Combination Suction Boss Mount 1 7C� NPI amgie Pressure t:ombmatlon 1ORMP -2004 2 NPT Double Pressure Combination Replacement Top 10RFT -5750 10FTP -5701 1ORFT -5742 10RFTP -5752 Replacement Top 10RMT -5850 10RMTP -5851 10SHMTP -5811 1I/KM I -0641 1ORMTP -5852 Union -Top (Outlet) Connection Valves Model No. Connection in. kg Threads Poppet Configuration Mounting Application System "X" Indicates With Containment Threads 10BU -5925 1'h •:??4; . NPT Single Pressure Combination 10BUP -5926 1'h 7 _4:.� NPT Double Pressure Combination 10SBUP -5926 10RU -2005 10RUP -2006 1'h ;D.4: NPT 2 NPT 2 "''S' NPT Double Single Double Suction Pressure Pressure Combination Combination Combination Replacement Top 10RUTC -5975 10UTCP -5901 10SUTCP -5911 10RUTC -5962 10RUTCP•5972 Note: All BSPP Thread Shear Valves must be ordered through Europe or China office. IMPORTANT NOTICE: When mounting the OPW 10 Series Emergency Shut -off Valves, the anchoring system employed must withstand a force greater than 650 ft. pounds per valve. NFPA Code 30A, Automotive and Marine Service Station Code, requires that the automatic closing feature of emergency shut -off valves be checked at least once per year by manually tripping the hold -open linkage. OPW recommends the use of PISCES' Stabilizer Bar Support System for proper mounting of 10 Series Valves. O P W4* A DOVBII) cuNIwun North America Toll Free — TELEPHONE: (800) 422-2525 Fax: (800) 421 -3297 • Email: domesticsale Copw- fc.com International — TELEPHONE: (513) 870-3315 or (513) 870-3281 Fax: (513) 870.3157 • Email: intsales@opw- rc.com • www.opw- fc.com P.O. Box 405003 • Cincinnati, OH 45240 -5003 ® ® Copyright 2008, OPW Fueling Components NOTICE: As per NFPA 30A, electrical supply to the submersible pump must always be disconnected before servicing meters, dispensers or emergency shut -off valves. Important IMPORTANT: FlexWorks by OPW, Inc., VAPORSAVER- and at other OPW products must be used in compliance with all applicable federal, state, provirxaal and local laws, rules and regulations. Product selection must be based on physical specifications and limitations, compatibility with the environment and material to be handled. All illustrations and spedficaticns in this literature are based on the latest production information available at the time of publication. Prices, materials and specifications are subject to large at any time, and models may be discontinued at any time, in either case, without notice or oblgation, 1/3 and 3/4 HP Fixed :. Speed Submersible Turbine Pump Model Designation System. A typical turbine model designation has up to five components to define the pump being supplied as follows: XX•XXX ITEM #102 Submersible Turbine Pumps 1/3 and 3/4 HP Fixed Speed Submersible Turbine Pump Specifications ISTPj= Basic Model Designation jXXX X = Factory Installed Options STP model designations may include one or more of the following characters in alphabetical order: AG = Alcohol - gasoline compatible (I00% ethanol or methanol capable) Note: Standard models 0% to 15% ethanol or methanol capable. F = Floating suction adapter (1-1/2" NPT female adapter) K = Intake filter screen (IFS, factory installed to PMA) = Model R check valve (24 psi relief /22 psi reset for PLLD) 'W = Model W check valve (16 psi relief / 13 psi reset for PPM4000) 'Note: If not otherwise specified, all STP models supplied with standard model check valve (40 psi relief /35 psi reset for MLD and TS- LS300) = Pump MotoR Horsepower Rating 33 = 1/3 hp fixed speed 75 = 3/4 hp fixed speed = Model Length"" VL 1 = Variable length range #1. VL2 = Variable length range #2. VL3 = Variable length range #3. Note: VL2 models fit 94% of all known installations. p = Riser Pipe Length Riser pipe length is expressed as two numeric characters that indicate the total length of the riser in inches. Riser pipes are available from 7" to 69" in I" increments (additional charge for risers 31" or longer). For full diagram see page 5. Power Requirements • 1/3 and 3/4 hp fixed speed models require single - phase, 208 -230 VAC, 60 Hz incoming power. • 1/3 and 3/4 hp fixed speed models incorporate a starting and running capacitor, with internal bleed resistor, rated 370 Volt, 15 microfarad. • STP -SCI single -phase smart controllers and STP -CBS single -phase control boxes are available for 1/3 and 3/4 hp pump control. • 1/3 hp max. motor draw: 4 Amps. • 3/4 hp max. motor draw: 7 Amps. Pump Motor • 1/3 and 3/4 hp fixed speed, 3450 rpm, two -stage centrifugal type pump motor with integral, automatic, thermal overload protection. • 1/3 hp models have a max. flow of 40 gpm and a max. pressure of 28 psi. • 3/4 hp models have a max. flow of 65 gpm and a max. pressure of 31 psi. Liquid Compatibility • Max. liquid viscosity: 70 SSU at 60 °F (15 °C). • Standard models are UL and cUL listed for fuel mixtures containing up to 15% ethanol or methanol, and 20% MTBE, 20% ETBE or 17% TAME with gasoline. • STPAG models are compatible with fuel mixtures containing up to 100% ethanol or methanol, and 20% MTBE, 20% ETBE or 17% TAME with gasoline. • 1/3 and 3/4 hp fixed speed models can also be used with diesel fuels, fuel oils, kerosene, Avgas and jet fuels in a non - gelled pourable state. • All wetted elastomers are made of a high grade, fluorocarbon Viton®• compound. Standard Features • 1/3 and 3/4 hp fixed speed models are available in variable and fixed length options. • Check valve: 2 -3/4" diameter fluorocarbon Viton®' seal constructed on cast aluminum body and steel backing washer. • Pressure relief valve: available in four pressure relief settings, integral to check valve. Standard model relieves at 40 psi and resets above 35 psi. • Syphon: venturi -type syphon primer supplied with every submersible. Syphon check valve and secondary syphon sold separately. • Air eliminator: every submersible includes a tank return path with one -way check valve to provide active air elimination. • Electrical disconnect electrical yoke for positive contractor disconnect during service. Approvals • Consult factory for applicable approvals. Quality Certification • Franklin Fueling Systems is an ISO 9001 Certified Manufacturer. 'Viton® is a registered trademark of DuPont Dow Elastomers. US LISTED 19 Submersible Turbine. Pum Total Head in Feet (ft) 90 80 70 60 50 40 30 20 I0 1/3 HP High Pressure Fixed Speed Turbine Performance Chart • Two STP33 Manifolded 1/3 HP Pumps • One STP33 1/3 HP Pump • • • • • 11 • • • 20 40 60 Flow in Gallons per Minute (GPM) Note: Performance based on pumping solvent (0.78 specific gravity). Pressure is taken at the manifold discharge outlet. STP33 models are powered by a single- phase, 60 Hz, 208/230 Volt power supply Total Head in Feet (ft) 3/4 HP Fixed Speed Turbine Performance Chart 80 20 40 60 80 100 120 I40 Flow in Gallons per Minute (GPM) Note: Performance based on pumping solvent (0.78 specific gravity). Pressure is taken at the manifold discharge outlet. STP75 models are powered by a single - phase, 60 Hz, 208/230 Volt power supply. 20 ITEM #102 e. Turbine Pumps 1/3 and 3/4 HP Fixed Speed Submersible Turbine Pumps Model,- Description• Model Length Range Number Model Length* Range STP33 -VL 1 STP33 VL2; I. STP33 -VL3 STP75 gVL1 4 s:- 1/3 hp fixed speed 1/3 hp fixed speed :3/4 hO:(bled 4ieed 3/4 hp fixed speed '3/4: hp f ized speed VL1 VL3 55 " -83" 118" -209" '«e 57x =86 88" -149" ti -2I2,z Descri • tiom Model. Length. • v STPAG33 -VL 1 ES) YA131ieV1-77 ae, STPAG33 -VL3 1/3 hp AGt fixed speed /l,hp AL.lixed speed VL I 1/3 hp AG fixed speed VL3 55"-83" 118" -209" 1STPAG75'VLI ”: -3/4 rip 'AG Aced speed STPAG75 -VL2 3/4 hp AG fixed speed 3,,VLI;y i VL2 F?57 ";86? 88" -149" STPAG75'- ' -V3777 ,3/4 hp "AG fixedspeed; '%t a :'r ° t 77592-6"71-5771 ,<1.0. 9 Notes: 1. STP models are compatible with fuel mixtures containing up to 15% ethanol or methanol with gasoline. and 20% MTBE, 20% ETBE or 17% TAME with gasoline. STPAG models are compatible with fuel mixtures containing: up to 100% ethanol or methanol with gasoline, and 20% MTBE, 20% ETBE or 17% TAME with gasoline. 2. All models are supplied with a standard check valve unless factory option "R" or "W" is specified. 3. All above models require single - phase. 208 -230 VAC, 60 Hz incoming power. 4.4" riser pipe. if supplied locally. must be 4 -1/2" OD by 3/16" WT tubing. 5. For riser pipe lengths 31" to 69 ", adder charge applies. 'Model length (A) defined as the dimension from turbine manifold bottom to pump motor inlet. Factory Installed Options (specified in model number at time of STP order) og F Floating suction adapter, 1 -1/2" NPT female, must be factory installed �.,.,., lI S (intake like r 'sccrreenm'fac.stsor, y.asrte:sm.» ble d o, A pu,l m o `or: assett m bly r a <, s . i h ; x Y , R Model R check valve. factory installed, forVeeder -Root PLLD Line Leak Model .\ check: valve, factory • installed; for Red Jacket PPM4000' Field Installed Options (1/3 and 3/4 hp fixed speed specific accessories) ,Par Number t _' Description •. 400137908 Syphon check valve. alcohol - gasoline compatible (when ordered with STP) 14400818921; " :STP -CBS sin Ie_- phase control ;box:with;lockoutswitch ;; l'10Volt;co11 * `.; 4' i'" Mysr ,; ,, %k STP -DHI -SCI, combo DHI with factory wired STP -SCI (when purchased with a 4" STP) 402312921 ..,.... .... �, 4023129216 „r a B ,y .�.. ,.:.,.v.x.,. ,....szi r.�t.. +A��..r s.�.. R >.,� «. .. s„•,.r. • t;. . STP,; DHI; SCI; combo.DHl;withyfactorY wired STP- SCI' when "purchased;withdut a',4' STP • ' STP -DHI -CBS, combo DHI with factory wired STP -CBS 402313921 r40245993 :41,ly' Model ',65, isi;check valve.( fo r, sla veiof .manifolded,STPs,,withyeeder - Ro'o't- P,LLD);:;; • + .; °v� ;, �xk' Ar`; 402507930 Secondary syphon kit (when two syphon primes are required for one STP) 5800100215'7 �? STP;SCIcsingle -phase smart controller (when purchased;,without;a;4.;STP) tAv`p ;fix e, STP -SCI, single -phase smart controller (when purchased with a 4" STP)' 5800100215 '5800300100 ss4 :. 'STP'DHI; dispenser hookiisolaiion for •. 1:I0 vol t.dispense handle'switchei:`up io eikht eaCq . 'When purchasing STP -SCI or STP -DHI -SCI in equal quantities of fixed speed 4" STPs, the STP -SCI or STP -DHI -SCI will be invoiced at special discount pricing. 21 30 Single -Phase Control Box The FE Petro standard single -phase control box latches line power to the submersible when the relay is energized by a dispenser signal. Compatible with FE Petro and competitive makes of single - phase, fixed speed submersible turbines up to 2 hp. • Incorporates an "ON /OFF" lockout switch. • Relay energized with 110 Volt dispenser /hook signal. • Franklin Fueling Systems is an ISO 9001 certified manufacturer. • Consult factory for applicable approvals. Part Number 400818921 4023 1 3921 I p% , - Description. STP -CBS, single -phase control box, with switch and lockout. 120VoIt coil STP'DHI= CBS,'combo M,w;; dispenser hook,,isolanon� with . factory .;wi rd; STP= CBS;;;,; . P Notes: I. CBS models are compatible for use on all single-phase FE Petro submersibles and competitive makes. • 2 One CBS required per submersible, relay rated for 30 Amps up to 2 hp. 3. Incorporates pump "ON" indicator light. 4. Relay rated for 220 Volt pumps up to 2 hp, 30 Amps. STP -CBS Repair Parts and Accessories 2 Item I Part Number.. 400575001 ; .E*air 4 0057,400.1 ': ' Description: .. Power switch for CBS and CBBS models LFo w er x sw.. it h, b rac ket ` & 4 ' ' „ •, • .r iq _ __ _ 3 400158901 Light assembly, 120 Volt t a f; : r, q %a cga "`, ,4002I593In *t, Relay; 30k .I coil 5 400278005 4024100011; • Six position terminal strip BS;•• t e•• ra m in. a l,stEip labe l Cover and enclosure t b i,w s < 2 '1 PbFk. F.w, l k, c C Y 7 400817901 xrJ we 400819001 CBS'wirin dia ram tom: ` ? , A . " "= fir. Via VEEDER -ROOT PLLD Features Breakthroughs In Precision Electronic Technology Provide Superior Performance... Simple, Low -Cost Installation Veeder- Root's electronic Pressurized Line leak Detection System uses patented measurement technology to test lines at full pump pressure for highly accurate 0.1 gph precision and 3.0 gph gross testing. Plus, two methods of installation give you options that will substantially reduce your costs. • Swiftcheck valve mounts directly into the mechanical line leak detector port • No need to break product lines • No sump or manhole reconstruction required for installation • Ideal for applications where there is no existing sump • Lower installation and maintenance costs • Tests lines at full pressure for greater accuracy than other pressure line leak detection systems • Automatic, precision 0.1 gph testing option eliminates the need for separate annual testing • Certified to exceed U.S. E.P.A. performance standards • Supports a wide -range of pump and pipe types; see Veeder -Root Line Leak Application Guide for details ITEM #104 O. PEOT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -262 DATE: 09/17/10 PROJECT NAME: COSTCO UNDERGROUND FUEL SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS !vision PVW r s G AMC q Fire Prevention Structural A j ( c i- Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 09/21/10 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/19/10 Approved ❑ Approved with Conditions NV Not Approved (attach comments) n 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 WHOLESALE August 4, 2010 RE: Agent Authorization for Barghausen Consulting Engineers, Inc. Costco Fuel Additive Program Costco Gasoline To Whom It May Concern: Costco Wholesale Corp., hereby authorizes Barghausen Consulting Engineers, Inc. and their designated personnel under their employment to act on our behalf for the purposes of processing all land use entitlement and development permit related documents where Costco Wholesale is the legal property owner of record in any district within the States of Califomia, Montana, Oregon, Utah and Washington. Work may also include representation at entitlement hearings or planning meetings for design review and similar services. Please call me at (425) 251 =6222 should you have any questions on this matter. Respectfully, 41,Lta Tim Huriocker Director of Operations NOTARY On this day of August,2010, before me, the undersigned, a Notary Public in and for the State of Washingto , duly commissioned and sworn personally appeared Tuw ffU,vfoacil ( , known to me to be the duly authorized representative of Costco Wholesale, the corporation that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and yearin the certificate above written. [Signature) 712411414A.u, Ge az/I- n(4n0,r [Printed Name) NOTARY PUBLIC in and for the State of Washington residing at My commission expires 5- (j _f 3 . MAI/ 14792c.Authorized Aent.doc enc: None [Seal] 999 Lake Drive • Issaquah, WA 98027 • 425/313 -8100 • www.costco.com Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company JONES COVEY GROUP INC 8889727581 9595 Lucas Ranch Rd #100 Rancho Cucamonga CA 91730 Out Of State Corporation UBI No. 603041483 Status Active License No. JONESCG9060H License Type Construction Contractor Effective Date 9/2/2010 Expiration Date 9/2/2012 Suspend Date Specialty 1 General Specialty 2 Unused Business Owner Information Name Role Effective Date Expiration Date COVEY, BRET CHRISTOPHER President 09/02/2010 CHRISTIE, ROBERT KEVIN Vice President 09/02/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 Suretec Insurance Company 4377163 08/27/2010 Until Cancelled $12,000.00 09/02/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 WESTCHESTER SURP LINES INS CO G24004892003 07/01/2010 07/01/2011 $500,000.00 09/02/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 10/04/2010 SOUTHCENTER PKWY NOT TO SCALE VICINITY MAP mi LEGAL DESCRIPTION: LOT D CITY OF TUKWILA SHORT PLAT NO. L -94 -0055, REC. NO. 9512269001 STANDARD CONSTRUCTION NOTES: PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1- 800 - 424 -5555) , OR 811, FOR UTILITY LOCATIONS. CONTACTS PROJECT MANAGER: DESIGN ENGINEER: OWNER: OTHER: GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE. APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206 - 433 -0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALUNG 206 - 433 -0179. BARGHAUSEN CONSULTING ENGINEERS, JOHN EWNGSEN (425) 251 -6222 BARGHAUSEN CONSULTING ENGINEERS, DAVE SEGAL (425) 251 -6222 COSTCO WHOLESALE, TIM HURLOCKER (425) 313 -6010 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE/CONTRACTOR .SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT -OF -WAY. THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. TUKWILA, NDERGROUND TANK INSTALLATION DDI TANK EADDITION LEGEND TANK EXCAVATION NOTE: TANK EXCAVATIONS SHALL BE PER OSHA, REQUIREMENTS AND BE PERFORMED FOLLOWING THE RECOMMENDATIONS OF THE SOILS REPORT. TANKS EXCAVATIONS THAT REQUIRE SHORING SHALL BE ENGINEERED AND PERMITTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. HORIZONTAL AND VERTICAL DATUM: THE HORIZONTAL AND VERTICAL DATUMS ARE BOTH LOCALIZED DATUMS. BOTH DATUMS ARE BASED ON HORIZONTAL AND VERTICAL INFORMATION DERIVED FROM CONSTRUCTION DRAWINGS FOR THE COSTCO GAS STATION PROJECT BY BARGHAUSEN CONSULTING ENGINEERS, INC. DATED 08 -2007. THE CONTRACTOR SHALL HAVE ANY ADJACENT PROPERTY LINES LOCATED, STAKED AND THE SPATIAL RELATIONSHIP WITH EXISTING AND PROPOSED IMPROVEMENTS VERIFIED BY A PROFESSIONAL LAND SURVEYOR. IN ADDITION THE CONTRACTOR SHALL HAVE THE EXISTING SPOT ELEVATIONS SHOWN ON THE DRAWINGS VERIFIED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO THE START OF CONSTRUCTION. BARGHAUSEN CONSULTING ENGINEERS SHALL IMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, COVER MEASURES TO PROTECT DISTURBED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, COVER MEASURES TO PROTECT DISTURBED FOR TWO DAYS OR MORE. IN ADDITION TO SHALL: PROVIDE TEMPORARY AND PERMANENT AREAS THAT WILL REMAIN UNWORKED PROVIDE TEMPORARY AND PERMANENT AREAS THAT WILL REMAIN UNWORKED COVER MEASURES, THE CONTRACTOR A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT - RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN . A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACIUTIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIUTIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. • 1" =100' 50 100 ■ u 11 II 1 • F- 11 1 SS El EVIVIANIUS= COST=IVE BOUNDARY UNE Q'00 "E 69.45' rL rTTTTTTTi,r TfTTTTrTTr�T T �dE ROUND STORAGE TANKS (1-1 r LLiL11111 L= 21.199, R= 30.000 A= 40.4871 L milli lr l_01I111 u L '`/K/ -- T- - -�.Sl _� 1>= Ill Pi 0/ WARM r AMON r ea 1 ___N x'40" -E- 3342;}1111111111 u RofIlgf N5'49 26 "E 51.00' , EX .\ w 1� CANO EKING N1 '19"W ■ N89'46''06'_Er3 2.95';) 1= 82.137, R= 115.000 A= 40.9225 197.12' / SITE MAP GENERAL SITE DEVELOPMENT NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. KLE .COPY Pormit No. ID t 0 )42- 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. Pi?n review approval is subject to errors and omissions. A :Dr ►;ral of construction documents does not authorize 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING i` �,:, I aCi. f UTIUTIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE " '• ' 0, any adopted code or ordinance. Receipt SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT r,' approved Field Copy and conditions is acknowledged: GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR ENGINEERS, GI N EERS INC: ASS U M RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7: PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND /OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE - CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE - CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE. By. >-61 Date: 10/ iP �c d City Of Tukwila BUILDING DIVISION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac: of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. SEPARATE PERMIT REQUIRED FOR: Mechanical CrElectricai Ll Iumbing Ias Piping City of Tukwila E'i.; ;L ING DIVISION OWNER EXISTING ASPHALT EXISTING CONCRETE EXISTING ASPHALT TO BE DEMOUSHED. EXISTING CURB PROPERTY LINE EXISTING EDGE OF PAVEMENT EXISTING SEWER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PHONE: (425) 313 -6010 CONTACT: TIM HURLOCKER REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: revisions will require a new plan submittal and may include additional plan review fees. e-67.83± M.E. FS 2.0% PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED BARRIER CURB SAWCUT LINE FLOW PATH PROPOSED SPOT GRADE MATCH EXISTING FINISHED SURFACE PROPOSED GRADING SLOPE P UNDERGROUND CONDUIT FATINII" CLASS I HAZARDOUS AREA (PER NEC) ENGINEER /APPLICANT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251 -6222 FAX: (425) 251 -8782 CONTACT: DAVID SEGAL CML SHEET INDEX: C1 C2 C3 C4 UNDERGROUND TANK INSTALLATION COVER SHEET DEMOLMON AND EROSION CONTROL PLAN UNDERGROUND TANK INSTALLATION SITE PLAN UNDERGROUND TANK INSTALLATION DETAILS LANDSCAPE SHEET INDEX: . L1 LANDSCAPE PLANTING MODIFICATION PLAN MECHANICAL SHEET INDEX: T.1.0 ADDITIVE TANK VENT AND MISC DETAILS T.2.1 ADDITIVE TANK INSTALLATION DETAILS T.2.2 ADDITIVE TANK SUMP INSTALLATION DETAILS T.3.1 ADDITIVE TANK MATERIALS LIST c 'm ce 0. 0 0 0 0 6 z CI) L Q -z Z Ia- W f0 > Z I- = 0 CC a W CI t) F'- 0) w cc 0 0 0 0 oo GO Q a J NZ c0 J LL 0 0 F- a) 0 0 _ ,:tEVIEVVED FOR Gi)DE COMPLIANCE' c i r R /nW, . (J j 2010 ELECTRICAL SHEET INDEX: El PANEL SCHEDULES AND ELECTRICAL SINGLE LINE E2 MISCELLANEOUS ELECTRICAL DETAILS E PROJECT DATA: PROJECT ADDRESS: JURISDICTION: TAX PARCEL NO: ZONING: IFC SETBACK: 400 COSTCO DRIVE, SUITE 150 TUKWILA, WA 98188 CITY OF TUKWILA 3623049107 TUC, TUKWILA URBAN CENTER 20 FEET Giiy of Tukwila UIWING DIVISION RECEIVED TUKWILA KS PUBLIC WORKS SOURCE OF PLAN: THIS SITE PLAN IS BASED ON ORIGINAL DESIGN PLANS PREPARED BY: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 FOR THE COSTCO GAS STATION RECEIVED ADDm9TY OF TUKWILA SEP 17 2010 PERMIT CENTER SSAQUAH, WA 98027 5 0 c o N o ' N '0 11 s x z W v 0 • CA 0 c E 0 v 0 U 0 0 0 v 0 0. D. 0 rn 0 0 0 CALL BEFORE YOU DIG: 1- 800 - 424 -5555 U11UTY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF. NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 10 202 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 18215 72ND AVENUE SOUTH a) z q- 0 0 ce L w X 0 1 11 0 0 Date /Time:9/17/2010 10:51 0 0 oo 0 N • 0 co N i 0 0 0 0 1=10' 5 10 20 / f - TUKWILA, WA - S 36, T 23 N, R 4 E - ADDITIVE TANK ADDITION DEMOLITION AND EROSION CONTROL PLAN EX. ASPHALT PAVEMENT FA MEM IAEA LAM WWW MAUI MEd _ RAMA MAW MAO BMA NMI AWN =WI AMA I BMA URA um MAW ADA AMA MAU CLEARING LIMITS ONLY AS NEEDED FOR NEW VEMENTS EX. LS AREA EX. CONTROLLER ENCLOSURE n GENERAL NOTES: r - r, EX. ASPHALT ANA WM ow mara am= um= mum mum Rum man imami ea>am ousu CONSTRUCTION FENCE EX: CURB AMA MAW AMA AAA mum mmn 1. REMOVE EXISTING LANDSCAPING AND RE -ROUTE EXISTING IRRIGATION SYSTEM AROUND CONTROLLER PAD IMPROVEMENTS AS NECESSARY TO MAINTAIN IRRIGATION TO THE SITE. 2. ONE OR MORE PORTABLE FIRE EXTINGUISHERS HAVING A RATING OF NOT LESS THAN 40BC SHALL BE LOCATED NEITHER LESS THAN 10 FEET NOR MORE THAN 50 FEET FROM THE TANK STORAGE AREA. 3. CONTRACTOR ASSUMES RESPONSIBIUTY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT. THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES. EROSION CONTROL NOTES: 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION. OR EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER /CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 3. THE OWNER /CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. DEMOLITION NOTES: 1. ITEMS FOR DEMOLITION ARE DEPICTED PER DESIGN DRAWINGS. CONTRACTOR TO VERIFY AND LOCATE ANY ITEMS FOR DEMOLITION PRIOR TO START OF CONSTRUCTION AND NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. IMMEDIATELY OF ANY DISCREPANCIES. 2. CONTRACTOR TO REVIEW AS -BUILT DRAWINGS IN PROJECT AREA AND REMOVE AND OR RELOCATE ANY SITE APPURTENANCES IN PROJECT AREA THAT IMPACTS THE PROJECT. EX. LS & IRR EX. CURB - TRENCH ROUTE CLEARING LIMITS ONLY AS NEEDED FOR NEW IMPROVEMENTS SITE PLAN SHORING EX. CURB EX. CURB C LEGEND EXISTING BARRIER CURB TO BE DEMOLISHED EXISTING ASPHALT PAVEMENT TO BE DEMOLISHED C CLEARING LIMITS CONSTRUCTION FENCE. SILT FENCE / FIBER ROLLS 1Z Q1 PERIMETER PROTECTION NOTE: CONTRACTOR SHALL INSTALL PERIMETER PROTECTION MEASURES DOWNSTREAM OF ANY SOIL DISTURBING ACTIVITIES Q STORM DRAIN INLET PROTECTION NOTE: CONTRACTOR SHALL LOCATE NEAREST DOWNSTREAM DRAIN INLETS) /CATCH BASIN(S) AND INSTALL APPROPRIATE SEDIMENT PROTECTION MEASURES. DANDY BAG®I LIFT STRAPS DANDY BAG ®I I STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS CATCH BASIN FILTER BAG NOT TO SCALE NM CONSTRUCTION SEQUENCE: 1. 2. 3. 4. 5. 6. 7. 8. ATTEND PRECONSTRUCTION MEETING WITH CITY OF TUKWILA. FLAG CLEARING LIMITS. INSTALL PERIMETER PROTECTION BMPS AS SHOWN ON PLANS. INSTALL STORM DRAIN INLET PROTECTION AS SHOWN ON PLANS. CLEAR AND GRUB SITE COMPLETE DEMOUTION AND PERFORM ROUGH GRADING. CONSTRUCT SITE IMPROVEMENTS. REMOVE PERIMETER PROTECTION BMPS AND STORM DRAIN INLET PROTECTION. CALL FOR CITY OF TUKWILA FINAL INSPECTION. DEMOLITION - CALLOUTS: EXISTING CONCRETE CURB TO BE DEMOLISHED AND DISPOSED OF OFFSITE. EXISTING ASPHALT PAVEMENT TO BE DEMOLISHED AND DISPOSED OF OFFSITE. DEMOUSH EXISTING LANDSCAPE AND IRRIGATION. CONTRACTOR TO RESTORE /MAINTAIN IRRIGATION SYSTEM TO NEW LANDSCAPE AREA. SEE SHEET L1 FOR LANDSCAPE REVISIONS. SAWCUT LINE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING PAVEMENT. SHORING AS NECESSARY. CONTRACTOR SHALL SUPPLY SHORING DESIGN AND NECESSARY PERMITS PRIOR TO CONSTRUCTION IF REQUIRED. EROSION /SEDIMENT CONTROL CALLOUTS: QPERIMETER PROTECTION CONTRACTOR TO INSTALL PERIMETER PROTECTION (SILT FENCE, SAND BAGS, FILTER BERMS) PER DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON STANDARDS AT ALL PERIMETER LOCATION TO PREVENT SILT -LADEN RUNOFF FROM LEAVING THE CONSTRUCTION AREA, AND AS DIRECTED BY THE CITY INSPECTOR. 2 STORM DRAIN INLET PROTECTION CONTRACTOR TO INSTALL CATCH BASIN FILTER BAG PER DETAIL THIS. SHEET OR PER DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON STANDARDS AT ALL AREA INLET LOCATIONS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM, AND AS DIRECTED BY CITY INSPECTOR. ACONTRUCTION STAGING AREA (APPROXIMATE . LOCATION, CONTRACTOR TO ADJUST AS NECESSARY DURING CONSTRUCTION). CONTRACTOR TO UTILIZE THIS AREA FOR: VEHICLE AND EQUIPMENT CLEANING VEHICLE AND EQUIMPMENT FUELING EQUIPMENT AND VEHICLE WASHDOWN AREA MATERIAL DELIVERY AND STORAGE CONCRETE WASTE MANAGEMENT WASTE. DISPOSAL DANDY BAG ®II Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag® II so that the grate is below the top straps and above the lower straps. Holding the lifting devices, insert the grate into the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bag® II. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, lift the unit out of the inlet using the lifting straps and remove the grate. If using optional oil absorbents; replace absorbent when near saturation. EROSION CONTROL NOTES: 1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (LE. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING UMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACIUTIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED • (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (LE. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE UNES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET SEASON REQUIREMENTS ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. bt c 0 Y 0 0 0 z J 0 z O z U0 zo Q �' a O wz • g. z • 0 -�a ME G w 1- 40 J LL w z J 0 0 co 0 U REVIEWED FOR CODE COMPLIANCE APPROVED OCT 01 2010 City Of Tukwila BUILDING DIVISION APPROVED SEP 27 2010 City of Tukwila PUBLIC Works SSAQUAH, WA 98027 0 h; c 0 O ▪ N II u) o Iv- x 0 Q) c c1 2 w c 0 0 Y 00 0 0 0 2 L 0. 0 0) 0 0 CALL BEFORE YOU DIG: 1 -800- 424 -5555 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTIUTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT .CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902- 10EIVED WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES CITY OF TUKWILA PUBLIC LAND SURVEY OFFICE SEP 1 7 2010 1111 WASHINGTON STREET S.E. P.O. BOX 47060 PERMIT CENTER OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL. MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 18215 72ND AVENUE SOUTH N v) 0 co w Q LA- N N N N CO 00 N N N N 0 z z 5 0 w 0 cn O z ww w z• E5 w J � �c.r) 0 M N w z o 0 0 r r 0 N U X 0) L w xI O II 0 0 0 N a N 0 0 0) E v 0 oo oo N �r- 0) c C L U) c co i N d- i 0 0 0 i Date /Time:9/16/2010 2:07 PM 1=20' ❑-0 10 20 40 L • O EX. TANK FILLS TUKWILA, WA - S 36, T 23 N, R 4 E - ADDITIVE TANK ADDITION UNDERGROUND TANK INSTALLATION SITE PLAN 411 'lc .t ..: 1 ♦,it r2a' 2i�t 4 .. ,, .�i ♦1,, et4 ♦o ♦i , o♦i'4,,.., , i ►i ♦4 ♦,474,i►♦ ♦ ♦♦i 41 Altti, it I 41 ;ic�� :pi's ►i�a ♦�►'�:�s'i ♦i`o ♦ ♦�. ■ ♦ ♦ 4 P � ♦A ♦ ^.4r4 ♦ r 4V' K 2 ♦� ♦�4 4 � ♦� ♦� ♦ � 4 t * ♦o ♦� ♦s ♦: 4►4■ i ♦.. = °i ♦i : ► ♦i`�s°i ♦i ► ► ♦i EX. VENT RISER ma TANK FILL CLASS 1 DIVISION 2 EX. E.S.0 SWITCH EX. CONTROLLER ENCLOSURE EX. TANK TURBINES . i • i• i • i . . v i • i • • • i 'If. i i♦••♦ i ♦i ♦i ♦i ♦• ♦i O.• \ >O ♦i ♦i ♦i ♦i ♦i ♦i ♦i i i. v ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ ♦ ♦ i ♦ i ♦ i ` i'O i ♦ i♦ i ♦ i ♦ i ♦ i ♦ i ♦i i♦ i ♦ i ♦ ♦ ` 4; iii .4 ♦♦tom♦♦♦ *♦1 EX. E.S.O. SWITCH EX. CONCRETE PAVEMENT EX. ASPHALT PAVEMENT .. ♦� ♦� ♦� ♦mss ♦� • *44 A..."0 Amaalwamitur EX. LS AREA CONDUITS SITE PLAN ('/ EX. E.S.O. SWITCH ADDITIVE TANK INSTALLATION NOTES: INSTALL ONE (1) 1,500 GALLON "CONTAINMENT SOLUTIONS" DOUBLE WALL FIBERGLASS TANK WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350R TANK AND PIPING MONITORING AND ALARM SYSTEM. TANK TO BE SET MIN. 50" BELOW FINISH GRADE. SEE SHEET T.2.1 & T.2.2 FOR TANK INSTALLATION REQUIREMENTS. TANK INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL TANK SUMPS TO BE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. INSTALL A 7" MIN. REINFORCED CONCRETE SLAB OVER NEW ADDITIVE TANK. SURFACE WATER SHALL BE DIVERTED AWAY FROM EACH MANHOLE BY FORMING A CONCRETE CROWN WITH A 2" DROP IN 18" FROM THE EDGE OF THE MANHOLE RING TO THE SURROUNDING SLAB ELEVATION. CONSTRUCT SLAB PER DETAIL A, SHEET T.2.2 INSTALL ONE (1) NEW 2" FILL ADAPTER AND CAP AT NEW ADDITIVE TANK. NOT USED INSTALL ONE (1) 2" COAXIAL DOUBLE WALL FIBERGLASS ( AMERON LCX) SUCTION PRODUCT SUPPLY LINE TO NEW DISPENSER /PUMP. PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT MINIMUM FROM THE DISPENSER SUMP DOWN TO THE TANK SUMP. CONTRACTOR TO INSTALL TRACER WIRE WITH PRODUCT PIPING. TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. UPDATE EXISTING "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS -350R IN EQUIPMENT ENCLOSURE BUILDING, DUE TO ADDITIONAL ADDITIVE SYSTEM MONITORING SENSOR REQUIREMENTS. SEE ELECTRICAL DRAWINGS FOR EXACT SCOPE. INSTALL ONE (1) 2" COAXIAL DOUBLE WALL FIBERGLASS (AMERON LCX) VENT LINE FOR NEW TANK. SLOPE 1/4" PER FOOT (1/8" PER FOOT MINIMUM) TO TANK AS SHOWN. CONTRACTOR TO INSTALL TRACER WIRE WITH VENT PIPING. INSTALL NEW FIBERGLASS VENT TRANSITION SUMP AND VENT RACK WITH VEEDER -ROOT LIQUID SENSOR. TERMINATION POINT OF TANK VENT TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH CALIFORNIA FIRE CODE REQUIREMENTS. INSTALL ONE (1) NEW SINGLE FLOAT TANK ANNULAR SPACE HYDROSTATIC MONITORING SENSOR AT NEW ADDITIVE TANK. INSTALL ONE (1) NEW BALL FLOAT /VALVE EXTRACTOR ASSEMBLY FOR VENT AT NEW ADDITIVE TANK. INSTALL ONE (1) NEW .1 GPH MAG PROBE TANK LEVEL GAUGE AT NEW ADDITIVE TANK. TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS TAGS AT FILL MANHOLES. INSTALL ONE (1) FILL -RITE SINGLE HOSE DISPENSER /PUMP ON SUPPORT RACK AS SHOWN. DISPENSER TO BE FITTED BY CONTRACTOR WITH NON -STAGE II HOSE, NOZZLE AND BREAKAWAY VALVE. SEE SHEET T.1.0 FOR INSTALLATION DETAILS. CONTRACTOR TO PURGE LINES THROUGH EACH HOSE /NOZZLE WITH A MINIMUM OF 200 GALLONS. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. NEW FILL AND ANNULAR RISER SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE DURING FILLING OPERATIONS. SEE TANK ELECTRICAL DRAWINGS. ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMPS TO THE VAPOR RECOVERY MANIFOLD. THERE SHALL BE A MINIMUM FOR 4 FEET OF PIPING RUN PRIOR TO PENETRATION INTO ANY SUMP OR CHANGE OF DIRECTION OF MORE THAN 30 DEGREES PER MANUFACTURERS INSTALLATION REQUIREMENTS. 16 THE OWNER'S REAL ESTATE DEPARTMENT WILL IDENTIFY THE FIRE AGENCY HAVING JURISDICTION, ALL INITIAL DELIVERY REQUIREMENTS AND FORMS AND SEND TO CONSULTING ENGINEER (MULVANNYG2 PM) FOR DISTRIBUTION AND SIGNATURES. CONSULTING ENGINEER (MULVANNYG2 PM) SHALL SECURE THE OWNER'S AND INSTALLER'S SIGNATURES AND DISTRIBUTE FORMS TO THE REAL ESTATE DEPARTMENT, THE OWNER'S ADDITIVE BUYING DEPARTMENT, THE GENERAL CONTRACTOR AND THE FIRE AGENCY HAVING JURISDICTION. REQUIRED FORMS TYPICALLY INCLUDE, BUT ARE NOT LIMITED TO UST REGISTRATION, AST NOTIFICATION AND AST CERTIFICATION. ALL AHJ INITIAL DELIVERY REQUIREMENTS SHALL BE SATISFIED AND WRITTEN DOCUMENTATION SENT TO THE OWNER'S ADDITIVE BUYING GROUP /DEPT. PRIOR TO ORDERING ADDITIVE. ADDITIVE DELIVERY AND ALL TANK TESTING SHALL BE COMPLETE PRIOR TO OPERATION. 11 6 7 n poI 14 EX. DISPENSER AREA ELECTRICAL NOTES: => EX. ASPHALT PAVEMENT -\ J L 1:101.10001i2121 03101018151201 11291•01101918111111 1012221001=1 111•1305186•21 HYDROSTATIC ANNULAR RISER AND SENSOR ASPHALT M.E. M.E. 1,500 GALLON DOUBLE WALL FIBERGLASS "CSI" UNDERGROUND STORAGE TANK. TANK SLAB SAWCUT 27• ASPHALT EX. ASPHALT PAVEMENT -\ M.E. LEVEL GAUGE TANK FILL CONNECTION ilititeAr ty Egiag EX. CURB TO REMAIN VENT Air M.E. CURB NEW VENT TRANSITION SUMP AND VENT RACK AND RISER M.E. --------- - :::::::::: = i EX. CONTROLLER ENCLOSURE CONDUITS ` ADDITIVE DISPENSER PUMP VENT DISPENSER & VENT SLAB M.E. BOLLARD (2) PER DETAIL D/T.1.0 EX. CURB TO REMAIN SUPPLY LINE --------------- - - - - -- DETAIL SITE PLAN EX. ASPHALT PAVEMENT SEE MATERIALS LIST (T.3.1) FOR SPECIFICATIONS ON EQUIPMENT USED IN THIS CONSTRUCTION. ROUTING SHOWN ARE SCHEMATIC, FINAL LOCATIONS SHALL BE SHOWN ON AS -BUILT DRAWINGS. ALL EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. FUNCTIONS OF THE ADDITIVE TANK MONITORING: - MONITORING OF TANK ANNULAR SPACE. - PROVIDE CONTINUOUS. TANK LEVEL MONITORING. THE CONTINUOUS MONITORING DEVICE SHALL PROVIDE AUDIBLE /VISUAL ALARM AUTOMATICALLY IN THE EVENT OF A LIQUID RELEASE AND A COMPLETE SHUTDOWN MANUALLY THROUGH THE ESO SWITCH LOCATED ON THE KIOSK ENCLOSURE AND REMOTE ESO SWITCH AS INDICATED ON SITE PLAN. ALL WIRES ENTERING CONTROL PANELS, MAIN PANELS, AND SUB PANELS SHALL BE MARKED WITH PHASE TAPE CODING AS FOLLOWS: "A" PHASE = BLACK "B" PHASE = RED "C" PHASE = BLUE . ALL CONDUCTORS SHALL BE CONTINUOUS .(WITH NO SPLICES) STRANDED COPPER WITH 75 *C THWN INSULATION, OIL AND GAS RESISTANT. A SEAL OFF MUST BE INSTALLED PRIOR TO ENTERING AND LEAVING A CLASSIFIED AREA. CONDUITS FIRST EMERGENCE FROM BELOW GRADE MUST BE CONNECTED TO A SEAL -OFF. ALL CONDUITS SHALL HAVE INSULATED GROUNDING BUSHINGS INSTALLED AND TIED TOGETHER W/ #6 BARE COPPER WIRE. BOND ALL INSULATED GROUNDING BUSHINGS AND GUTTER BOX BACK TO POWER CENTER GROUND. ALL INSTALLATIONS SHALL BE PER N.E.C., ARTICLE 514. ALL EQUIPMENT SHALL BE U.L. APPROVED. NOT USED UNDERGROUND STORAGE TANK AND CADDY TOTE STORAGE CABINET SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE. ALL ELECTRICAL JUNCTION BOXES SHALL BE EXPLOSION PROOF WITH SEAL -OFF ENTERING AND LEAVING. SEAL -OFFS TO BE A MAXIMUM OF 18" ABOVE GRADE. AT A MINIMUM, THE LAST 2' OF ANY CONDUIT RUN ENTERING OR LEAVING A HAZARDOUS AREA SHALL BE RIGID METAL CONDUIT (TYP.) ALL NONMETALLIC CONDUIT (IF USED) SHALL HAVE THE LAST 2' OF THE UNDERGROUND RUN TO THE POINT OF EMERGENCE OR TO. THE POINT OF CONNECTION TO THE ABOVE GROUND RACEWAY TO BE THREADED RIGID METAL CONDUIT. THE RIGID NONMETALLIC CONDUIT INCLUDING RIGID NONMETALLIC CONDUIT ELBOWS & FITTINGS ARE REQUIRED TO BE LOCATED NOT LESS THAN 2' BELOW GRADE. TRANSITIONS TO STEEL OCCURS AT THE 90 DEGREE FITTING UP, INCLUDING THE ELBOW. ALL METAL CONDUIT & FITTINGS SHALL BE WRAPPED WITH 10 MIL TAPE, 3 WRAPS. APPROVED SEP 27 2010 City of Tukwila PUBLIC Works EX. LS AREA .. +2 t_tMX • . fInaglkWattel. SITE PLAN CONSTRUCTION NOTES: POWER, MONITORING AND SPARE CONDUITS. ROUTE NEW CONDUITS TO CONTROLLER ENCLOSURE. REPLACE ANY LANDSCAPING AND IRRIGATION AS REQUIRED TO MATCH EXISTING. CONCRETE DISPENSER AND VENT SLAB PER DETAIL 1, SHEET C4. CAST -IN -PLACE CONCRETE CURB PER DETAIL 2, SHEET C4. SAWCUT UNE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING PAVEMENT NEW ASPHALT PAVEMENT PER DETAIL 3, SHEET C4. GENERAL NOTES: 1. BOUNDARY INFORMATION SHOWN IS TAKEN DIRECTLY FROM COSTCO GAS STATION PLANS DATED 07 -12 -00 PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO HAVE HORIZONTAL CONTROL VERIFIED AND FIELD STAKED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CONSTRUCTION. 2. REMOVE EXISTING LANDSCAPING AND RE -ROUTE EXISTING IRRIGATION SYSTEM AROUND TANK PAD IMPROVEMENTS AS NECESSARY TO MAINTAIN IRRIG TO THE SITE. 3. CONTRACTOR ASSUMES RESPONSIBILITY TO ASSUR THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIE CONDITIONS AND INSTALLATION TECHNIQUES. c 0 L 0. 0 0 0 0 0 z z 0 Qz JO Jam' Z Q Z as Z 0p cc (ia 0 z 0 i- n co cc 0 W♦ 0 0 co co 0 oa u- < W Z w J 0 — Q H0 0 0) 0 0 REVIEWED I-OF CODE COMP1 IAN( TION �r°F) OCT 01 2010 City of Talwttila BUILDING DIVISIC FIRST ADDITIVE DROP REQUIREMENT: PRIOR TO ADDITIVE DROP, THE G.C. SHALL HAVE THE . VEEDER ROOT MONITORING SYSTEM OPERATIONAL. OWNER WILL NOT SCHEDULE ADDITIVE FOR DELIVERY UNTIL THE JURISDICTION ' HAS AUTHORIZED THE SITE FOR FIRST DROP, VEEDER ROOT IS OPERATIONAL AND MONITORING THE NEW TANK AND THE SITE IS ACCESSIBLE FOR DELIVERY TRUCKS. CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CLASS 2 I, AT DISPENSERS DIVISION SIZE 0 3/4" I EX. PAVEMENT ASPHALT ❑ C DISPENSER SUMP MONITORING (1) BELDEN #88760. FROM DISPENSER SUMP TO CONTROLLER ENCLOSURE. � ADDITIVE TANK INSTALLATION NOTES: INSTALL ONE (1) 1,500 GALLON "CONTAINMENT SOLUTIONS" DOUBLE WALL FIBERGLASS TANK WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350R TANK AND PIPING MONITORING AND ALARM SYSTEM. TANK TO BE SET MIN. 50" BELOW FINISH GRADE. SEE SHEET T.2.1 & T.2.2 FOR TANK INSTALLATION REQUIREMENTS. TANK INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL TANK SUMPS TO BE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. INSTALL A 7" MIN. REINFORCED CONCRETE SLAB OVER NEW ADDITIVE TANK. SURFACE WATER SHALL BE DIVERTED AWAY FROM EACH MANHOLE BY FORMING A CONCRETE CROWN WITH A 2" DROP IN 18" FROM THE EDGE OF THE MANHOLE RING TO THE SURROUNDING SLAB ELEVATION. CONSTRUCT SLAB PER DETAIL A, SHEET T.2.2 INSTALL ONE (1) NEW 2" FILL ADAPTER AND CAP AT NEW ADDITIVE TANK. NOT USED INSTALL ONE (1) 2" COAXIAL DOUBLE WALL FIBERGLASS ( AMERON LCX) SUCTION PRODUCT SUPPLY LINE TO NEW DISPENSER /PUMP. PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT MINIMUM FROM THE DISPENSER SUMP DOWN TO THE TANK SUMP. CONTRACTOR TO INSTALL TRACER WIRE WITH PRODUCT PIPING. TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. UPDATE EXISTING "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS -350R IN EQUIPMENT ENCLOSURE BUILDING, DUE TO ADDITIONAL ADDITIVE SYSTEM MONITORING SENSOR REQUIREMENTS. SEE ELECTRICAL DRAWINGS FOR EXACT SCOPE. INSTALL ONE (1) 2" COAXIAL DOUBLE WALL FIBERGLASS (AMERON LCX) VENT LINE FOR NEW TANK. SLOPE 1/4" PER FOOT (1/8" PER FOOT MINIMUM) TO TANK AS SHOWN. CONTRACTOR TO INSTALL TRACER WIRE WITH VENT PIPING. INSTALL NEW FIBERGLASS VENT TRANSITION SUMP AND VENT RACK WITH VEEDER -ROOT LIQUID SENSOR. TERMINATION POINT OF TANK VENT TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH CALIFORNIA FIRE CODE REQUIREMENTS. INSTALL ONE (1) NEW SINGLE FLOAT TANK ANNULAR SPACE HYDROSTATIC MONITORING SENSOR AT NEW ADDITIVE TANK. INSTALL ONE (1) NEW BALL FLOAT /VALVE EXTRACTOR ASSEMBLY FOR VENT AT NEW ADDITIVE TANK. INSTALL ONE (1) NEW .1 GPH MAG PROBE TANK LEVEL GAUGE AT NEW ADDITIVE TANK. TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS TAGS AT FILL MANHOLES. INSTALL ONE (1) FILL -RITE SINGLE HOSE DISPENSER /PUMP ON SUPPORT RACK AS SHOWN. DISPENSER TO BE FITTED BY CONTRACTOR WITH NON -STAGE II HOSE, NOZZLE AND BREAKAWAY VALVE. SEE SHEET T.1.0 FOR INSTALLATION DETAILS. CONTRACTOR TO PURGE LINES THROUGH EACH HOSE /NOZZLE WITH A MINIMUM OF 200 GALLONS. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. NEW FILL AND ANNULAR RISER SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE DURING FILLING OPERATIONS. SEE TANK ELECTRICAL DRAWINGS. ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMPS TO THE VAPOR RECOVERY MANIFOLD. THERE SHALL BE A MINIMUM FOR 4 FEET OF PIPING RUN PRIOR TO PENETRATION INTO ANY SUMP OR CHANGE OF DIRECTION OF MORE THAN 30 DEGREES PER MANUFACTURERS INSTALLATION REQUIREMENTS. 16 THE OWNER'S REAL ESTATE DEPARTMENT WILL IDENTIFY THE FIRE AGENCY HAVING JURISDICTION, ALL INITIAL DELIVERY REQUIREMENTS AND FORMS AND SEND TO CONSULTING ENGINEER (MULVANNYG2 PM) FOR DISTRIBUTION AND SIGNATURES. CONSULTING ENGINEER (MULVANNYG2 PM) SHALL SECURE THE OWNER'S AND INSTALLER'S SIGNATURES AND DISTRIBUTE FORMS TO THE REAL ESTATE DEPARTMENT, THE OWNER'S ADDITIVE BUYING DEPARTMENT, THE GENERAL CONTRACTOR AND THE FIRE AGENCY HAVING JURISDICTION. REQUIRED FORMS TYPICALLY INCLUDE, BUT ARE NOT LIMITED TO UST REGISTRATION, AST NOTIFICATION AND AST CERTIFICATION. ALL AHJ INITIAL DELIVERY REQUIREMENTS SHALL BE SATISFIED AND WRITTEN DOCUMENTATION SENT TO THE OWNER'S ADDITIVE BUYING GROUP /DEPT. PRIOR TO ORDERING ADDITIVE. ADDITIVE DELIVERY AND ALL TANK TESTING SHALL BE COMPLETE PRIOR TO OPERATION. 11 6 7 n poI 14 EX. DISPENSER AREA ELECTRICAL NOTES: => EX. ASPHALT PAVEMENT -\ J L 1:101.10001i2121 03101018151201 11291•01101918111111 1012221001=1 111•1305186•21 HYDROSTATIC ANNULAR RISER AND SENSOR ASPHALT M.E. M.E. 1,500 GALLON DOUBLE WALL FIBERGLASS "CSI" UNDERGROUND STORAGE TANK. TANK SLAB SAWCUT 27• ASPHALT EX. ASPHALT PAVEMENT -\ M.E. LEVEL GAUGE TANK FILL CONNECTION ilititeAr ty Egiag EX. CURB TO REMAIN VENT Air M.E. CURB NEW VENT TRANSITION SUMP AND VENT RACK AND RISER M.E. --------- - :::::::::: = i EX. CONTROLLER ENCLOSURE CONDUITS ` ADDITIVE DISPENSER PUMP VENT DISPENSER & VENT SLAB M.E. BOLLARD (2) PER DETAIL D/T.1.0 EX. CURB TO REMAIN SUPPLY LINE --------------- - - - - -- DETAIL SITE PLAN EX. ASPHALT PAVEMENT SEE MATERIALS LIST (T.3.1) FOR SPECIFICATIONS ON EQUIPMENT USED IN THIS CONSTRUCTION. ROUTING SHOWN ARE SCHEMATIC, FINAL LOCATIONS SHALL BE SHOWN ON AS -BUILT DRAWINGS. ALL EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. FUNCTIONS OF THE ADDITIVE TANK MONITORING: - MONITORING OF TANK ANNULAR SPACE. - PROVIDE CONTINUOUS. TANK LEVEL MONITORING. THE CONTINUOUS MONITORING DEVICE SHALL PROVIDE AUDIBLE /VISUAL ALARM AUTOMATICALLY IN THE EVENT OF A LIQUID RELEASE AND A COMPLETE SHUTDOWN MANUALLY THROUGH THE ESO SWITCH LOCATED ON THE KIOSK ENCLOSURE AND REMOTE ESO SWITCH AS INDICATED ON SITE PLAN. ALL WIRES ENTERING CONTROL PANELS, MAIN PANELS, AND SUB PANELS SHALL BE MARKED WITH PHASE TAPE CODING AS FOLLOWS: "A" PHASE = BLACK "B" PHASE = RED "C" PHASE = BLUE . ALL CONDUCTORS SHALL BE CONTINUOUS .(WITH NO SPLICES) STRANDED COPPER WITH 75 *C THWN INSULATION, OIL AND GAS RESISTANT. A SEAL OFF MUST BE INSTALLED PRIOR TO ENTERING AND LEAVING A CLASSIFIED AREA. CONDUITS FIRST EMERGENCE FROM BELOW GRADE MUST BE CONNECTED TO A SEAL -OFF. ALL CONDUITS SHALL HAVE INSULATED GROUNDING BUSHINGS INSTALLED AND TIED TOGETHER W/ #6 BARE COPPER WIRE. BOND ALL INSULATED GROUNDING BUSHINGS AND GUTTER BOX BACK TO POWER CENTER GROUND. ALL INSTALLATIONS SHALL BE PER N.E.C., ARTICLE 514. ALL EQUIPMENT SHALL BE U.L. APPROVED. NOT USED UNDERGROUND STORAGE TANK AND CADDY TOTE STORAGE CABINET SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE. ALL ELECTRICAL JUNCTION BOXES SHALL BE EXPLOSION PROOF WITH SEAL -OFF ENTERING AND LEAVING. SEAL -OFFS TO BE A MAXIMUM OF 18" ABOVE GRADE. AT A MINIMUM, THE LAST 2' OF ANY CONDUIT RUN ENTERING OR LEAVING A HAZARDOUS AREA SHALL BE RIGID METAL CONDUIT (TYP.) ALL NONMETALLIC CONDUIT (IF USED) SHALL HAVE THE LAST 2' OF THE UNDERGROUND RUN TO THE POINT OF EMERGENCE OR TO. THE POINT OF CONNECTION TO THE ABOVE GROUND RACEWAY TO BE THREADED RIGID METAL CONDUIT. THE RIGID NONMETALLIC CONDUIT INCLUDING RIGID NONMETALLIC CONDUIT ELBOWS & FITTINGS ARE REQUIRED TO BE LOCATED NOT LESS THAN 2' BELOW GRADE. TRANSITIONS TO STEEL OCCURS AT THE 90 DEGREE FITTING UP, INCLUDING THE ELBOW. ALL METAL CONDUIT & FITTINGS SHALL BE WRAPPED WITH 10 MIL TAPE, 3 WRAPS. APPROVED SEP 27 2010 City of Tukwila PUBLIC Works EX. LS AREA .. +2 t_tMX • . fInaglkWattel. SITE PLAN CONSTRUCTION NOTES: POWER, MONITORING AND SPARE CONDUITS. ROUTE NEW CONDUITS TO CONTROLLER ENCLOSURE. REPLACE ANY LANDSCAPING AND IRRIGATION AS REQUIRED TO MATCH EXISTING. CONCRETE DISPENSER AND VENT SLAB PER DETAIL 1, SHEET C4. CAST -IN -PLACE CONCRETE CURB PER DETAIL 2, SHEET C4. SAWCUT UNE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING PAVEMENT NEW ASPHALT PAVEMENT PER DETAIL 3, SHEET C4. GENERAL NOTES: 1. BOUNDARY INFORMATION SHOWN IS TAKEN DIRECTLY FROM COSTCO GAS STATION PLANS DATED 07 -12 -00 PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO HAVE HORIZONTAL CONTROL VERIFIED AND FIELD STAKED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CONSTRUCTION. 2. REMOVE EXISTING LANDSCAPING AND RE -ROUTE EXISTING IRRIGATION SYSTEM AROUND TANK PAD IMPROVEMENTS AS NECESSARY TO MAINTAIN IRRIG TO THE SITE. 3. CONTRACTOR ASSUMES RESPONSIBILITY TO ASSUR THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIE CONDITIONS AND INSTALLATION TECHNIQUES. c 0 L 0. 0 0 0 0 0 z z 0 Qz JO Jam' Z Q Z as Z 0p cc (ia 0 z 0 i- n co cc 0 W♦ 0 0 co co 0 oa u- < W Z w J 0 — Q H0 0 0) 0 0 REVIEWED I-OF CODE COMP1 IAN( TION �r°F) OCT 01 2010 City of Talwttila BUILDING DIVISIC FIRST ADDITIVE DROP REQUIREMENT: PRIOR TO ADDITIVE DROP, THE G.C. SHALL HAVE THE . VEEDER ROOT MONITORING SYSTEM OPERATIONAL. OWNER WILL NOT SCHEDULE ADDITIVE FOR DELIVERY UNTIL THE JURISDICTION ' HAS AUTHORIZED THE SITE FOR FIRST DROP, VEEDER ROOT IS OPERATIONAL AND MONITORING THE NEW TANK AND THE SITE IS ACCESSIBLE FOR DELIVERY TRUCKS. CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CONDUIT FILL COMMENTS # SIZE 0 3/4" DISPENSER POWER (3) #12 THWN, (1) #12 GND. FROM DISPENSER TO CONTROLLER ENCLOSURE ® 3/4" DISPENSER SUMP MONITORING (1) BELDEN #88760. FROM DISPENSER SUMP TO CONTROLLER ENCLOSURE. 30 3/4" TANK & SUMP MONITORING (4) BELDEN #88760 FROM TANK TO CONTROLLER ENCLOSURE. LOOP AS REQUIRED. ® 3/4" TURBINE PUMP POWER (3) #12 THWN, (1) #12 GND. FROM TURBINE TO CONTROLLER ENCLOSURE. N.E.C. HAZARDOUS AREA NOTES: TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (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 (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.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - 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 HANDLING 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. 1. COMPLIANCE NOTES: ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECENDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS. 2. 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. 3. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5' -0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. 4. AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK OPERATIONS. 5. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. 6. THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. 7. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. 9. TANK AND PIPING SYSTEM TO BE INSPECTED BY OWNER'S THIRD PARTY INSPECTOR & GOVERNING AGENCY. 10. TANK SYSTEM MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO ADDITIVE SYSTEM BEING PLACED IN OPERATION. PRIOR TO FIRST ADDITIVE FILL, STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACE OF TANK. 12. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF THE FINAL INSPECTION. 11. 13. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY OWNER). CALL BEFORE YOU DIG: 1- 800 - 424 -5555 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE CO 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS. EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. RECEIVED CITY OF TUKIMLA SEP 17 2010 PERMIT CENTER WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON ' STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. SSAQUAH, WA 98027 0 0 c 0 0 0 z w v 0 0 0 w 0 0` a 0 0 .c 0 0 0 0 0. 0 rn 4+ 0 0 18215 72ND AVENUE SOUTH rr) 0 00 0) z w Job Number c co 0 11 0 -60 File:P:\ 14000s\ 14788 \engineering\ 14788 —a.dwq TUKWILA, WA - S 36, T 23 N, R 4 E - ADDITIVE TANK ADDITION UNDERGROUND TANK INSTALLATION DETAILS 1 I ' ' ' - 111II11;` 6" MIN. PCC CONCRETE (3,000 PSI MIN. COMPRESSIVE STRENGTH) 2" OF CSTC COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY COMPACT SUBGRADE TO 90% MAXIMUM DRY DENSITY CONCRETE DISPENSER AND VENT SLAB SECTION NOT TO SCALE 4" ASPHALT CONCRETE PAVEMENT "SCHOOL YARD MIX" PER COSTCO STANDARDS '-III_ —'' I-1111=1 8" BASE COURSE (2" MINERAL AGGREGATE TYPE 1) (6" MINERAL AGGREGATE TYPE 2) COMPACT SUBGRADE TO 90% MAXIMUM DRY DENSIT' ASPHALT PAVEMENT SECTION NOT TO SCALE 1/2" 6" 2' -0" ASPHALT PAVING PER CIVIL 08 °9 nn 009 V ° 42 OD ceo °'s) ct. — Will I =1 1 I 11 I —I 1 I =1� a � -1 � III -1 111 1II Ii III 1 111-1 -11 -111 — —I I I I —I — I I l I I I I , I I I I I 1 o° a RADIUS CORNERS, TYP. `6" CONC. SIDEWALK AS INDICATED IN PLANS / PLANTING PER LANDSCAPE DRAWINGS I—II- 11 - II-11— - 111 =111= I I =I 1 =1 I =111= I I I ' 1 I.1 =f 1` i— III —1 I.1 —f l 1 -1 11 -111 —I 1= TUKWILA, WA - S 36, T 23 N, R 4 E - ADDITIVE TANK ADDITION LANDSCAPE PLANTING MODIFICATION PLAN 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. QUALIFICATIONS: 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 RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED 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 COMPLIANCE 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— ESTABLISHING FINISH 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. 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. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES . CALIPER AT 6" ABOVE SOIL LINE; "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 QUALIFIED 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 TWO 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 SUITABILITY 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 PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SOILS 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. B) 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. FERTILIZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER 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 PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION. MULCH (TOPDRESSING): . MULCH TO MATCH EXISTING MULCH IN MATERIAL, TEXTURE, SIZE, AND COLOR. 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 TWO INCHES (2 ") DIAMETER FROM TOP THREE. INCHES (3 ") OF PREPARED PLANTING BED. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON .THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. SHRUBS: . ARRANGE SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT AND PLANT AS CALLED OUT AND DETAILED. ALL SHRUBS TO STAND VERTICAL. SHRUBS 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. 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 NEW AND DISTURBED LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE A TWO INCH (2 ") 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: LANDSCAPE MAINTENANCE WILL BE BY THE WAREHOUSE LANDSCAPE MAINTENANCE COMPANY. THE INSTALLING LANDSCAPE CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE • WATERING, WEEDING, CULTIVATING, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE— ESTABLISHING SETTLED GRADES. 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 THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF. THE IRRIGATION MODIFICATIONS. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. . NOTE: REMOVE CONTAINER & WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE ,, .441 e %_,► _ ...... /....... ..................... •..AAAA. u,uu......... faREPARED ° PLANTING .411F • BED2 • ' LESS THAN 1 GAL 1 GAL CONTAINER and LARGER ( PLANTED BEFORE MULCH ) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST BED LINE EDGE CURB /WALK SPACING AS CALLED OUT ON PLAN /PLANT LIST HOLD PLANTS FROM ZEDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SPACING DETAIL NOT TO SCALE 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH MULCH AT CURB DETAIL CURB NOT TO SCALE LANDSCAPE PLANT MATERIAL LEGEND SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS EX. ASPHALT PAVEMENT EX. CURB TO REMAIN r PROVIDE A SMOOTH AND EVEN TRANSITION BETWEEN NEW FINISH GRADES AND EXISTING FINISH GRADES TYPICAL TO PROTECT, SAVE, AND REMAIN HOLD 12" FROM BORDERS, AND SHRUBS TO REMAIN, SAVE, AND PROTECT EX. ASPHALT PAVEMENT REMOVE EXISTING PLANT MATERIAL AS REQUIRED BY NEW CONSTRUCTION, CONDUIT, AND PLANTING RESTORATION TYPICAL — D 1 ADJUST, MODIFY AND /OR REPAIR EXISTING IRRIGATION SYSTEM AS REQUIRED BY NEW CONSTRUCTION, AND PLANTING RESTORATION TYPICAL BOLLARD — TYPICAL 111111-mumilm:111.11111rc- gra*:111111111PW■waL---;a111111%/ ttimemo • EX. CONTROLLER . CONDUITS ENCLOSURE EX. CURB TO REMAIN EXISTING TREE - TO REMAIN, SAVE, AND PROTECT EX. ASPHALT PAVEMENT oN��oG.pN � � bt n =5' 2.5 10 MIL oc 0, .; 0 a 0 0 0 0 z Z z 0 U z � 0-0 0 O° 0 OQ z z Q W Qp 0 z 1 G) w E- n c w ec 0 0 cn 0 0 0 0 00 00 c� J U LL w z J 0 CQA 0 0 co O U REVIEWED FOR CODE COW' MANCE OCT APPMCITrin 0 2010 City of TUk vita BUILDING DIVISION APPROVED SEP 27 2010 City of Tukwila PUBLIC Works 150 0 N ^� 0 N 0 rn N 0 c 8 0 -0 0 t 0 a 0 v 0 a a 0 N rn 0 0 0 STATE OF WASHINGT 7 Y REGIS-Op1 ,r% LANDSCAP. "A' C� I9`ECT A i 7M. SEIDEI ` IFI; ATE N0,,7O6 CE (VALID ONL WIT, tIGNATURE) EXPIR ' 12/15/10 CALL BEFORE YOU DIG: 1- 800 -424 -5555 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -119QQ RECEIVED WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES 'CITY OF TUKWILA PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 SEP 17 2010 X O N 00 00 N co co I I N .-•. dN-dN- 0 z z 0 0 z it w w z z w J PERMIT CENTER UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 4) E z .0 0 00 T 0 111 Xref: , z14788— t.dwg, z14788— a.dwg, z14788— bl.dwg —J w 0 w w x I 0 u ,0 Date /Time:9/17/2010 3:18 PM File:P: \14000s \14788 \engineering \14788— L1.dwg TREES: EXISTING TREE SHRUBS: PIERIS JAPONICA / PIERIS GROUNDCOVERS: VINCA MINOR DWARF PERIWINKLE EXISTING LANDSCAPE AND IRRIGATION 21" — 24" HT. CONTAINER 4" POT 3' O.C. 12" O.C. 5 AS REQUIRED O V 11111 ■ ��....■:.... ∎- ♦ ∎ ♦ ∎ ♦■♦• ♦■ ♦∎ ∎ ∎ ■■£ ∎∎ 1 EX. ASPHALT PAVEMENT EX. CURB TO REMAIN r PROVIDE A SMOOTH AND EVEN TRANSITION BETWEEN NEW FINISH GRADES AND EXISTING FINISH GRADES TYPICAL TO PROTECT, SAVE, AND REMAIN HOLD 12" FROM BORDERS, AND SHRUBS TO REMAIN, SAVE, AND PROTECT EX. ASPHALT PAVEMENT REMOVE EXISTING PLANT MATERIAL AS REQUIRED BY NEW CONSTRUCTION, CONDUIT, AND PLANTING RESTORATION TYPICAL — D 1 ADJUST, MODIFY AND /OR REPAIR EXISTING IRRIGATION SYSTEM AS REQUIRED BY NEW CONSTRUCTION, AND PLANTING RESTORATION TYPICAL BOLLARD — TYPICAL 111111-mumilm:111.11111rc- gra*:111111111PW■waL---;a111111%/ ttimemo • EX. CONTROLLER . CONDUITS ENCLOSURE EX. CURB TO REMAIN EXISTING TREE - TO REMAIN, SAVE, AND PROTECT EX. ASPHALT PAVEMENT oN��oG.pN � � bt n =5' 2.5 10 MIL oc 0, .; 0 a 0 0 0 0 z Z z 0 U z � 0-0 0 O° 0 OQ z z Q W Qp 0 z 1 G) w E- n c w ec 0 0 cn 0 0 0 0 00 00 c� J U LL w z J 0 CQA 0 0 co O U REVIEWED FOR CODE COW' MANCE OCT APPMCITrin 0 2010 City of TUk vita BUILDING DIVISION APPROVED SEP 27 2010 City of Tukwila PUBLIC Works 150 0 N ^� 0 N 0 rn N 0 c 8 0 -0 0 t 0 a 0 v 0 a a 0 N rn 0 0 0 STATE OF WASHINGT 7 Y REGIS-Op1 ,r% LANDSCAP. "A' C� I9`ECT A i 7M. SEIDEI ` IFI; ATE N0,,7O6 CE (VALID ONL WIT, tIGNATURE) EXPIR ' 12/15/10 CALL BEFORE YOU DIG: 1- 800 -424 -5555 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -119QQ RECEIVED WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES 'CITY OF TUKWILA PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 SEP 17 2010 X O N 00 00 N co co I I N .-•. dN-dN- 0 z z 0 0 z it w w z z w J PERMIT CENTER UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 4) E z .0 0 00 T 0 111 Xref: , z14788— t.dwg, z14788— a.dwg, z14788— bl.dwg —J w 0 w w x I 0 u ,0 Date /Time:9/17/2010 3:18 PM File:P: \14000s \14788 \engineering \14788— L1.dwg Revision 1 Title: ADDITIVE TANK VENT AND MISC DETAILS ADDITIVE TANK ADDITION 400 COSTCO DRIVE, SUITE 150 TUKWILA, WA 98188 COSTCO GASOLINE FACILITY #6 CAP ® VENT CAP 41) ► VENT ► . r-°-1 2" SCH. 40, BLACK IRON ADDITIVE VENT RISER PIPE SINGLE HOSE ADDITIVE 70 DISPENSER 2" SCH. 40, BLACK IRON ADDITIVE VENT RISER PIPE I. o 70 SINGLE HOSE ADDITIVE o •( 1 . J < W 0 DISPENSER 0 ADDITIVE NOZZLE ® ,,' ,Ov` o - = ... ';_� ADDITIVE NOZZLE tL - _ ' o 2" PIPE COUPLING 1" BLACK IRON SUCTION PIPE 0 RCIMICI o � p� 0 -- p II �I ' , ADDITIVE HOSE I„ i iil 74 ADDITIVE WHIP HOSE ® ADDITIVE BREAKAWAY . DISPENSER POWER CONDUIT — r •ADDITIVE BREAKAWAY COSTCO WHOLE, 999 LAKE DRI\ ISSAQUAH, WA 91 10 " INSIDE 2" BLACK IRON SUPPORT PIPE 2" COMPRESSION 0 ADDITIVE HOSE 1-1/2" X 1" REDUCER VALVE .ter. E 1 gun , ell JI .� SEAL OFF :::;OE:: ,� EO BRAVO -EBS Is �. H I _ — L • GRADE t'1 .�_ I SHEAR VALVE ` I31°' J\ • A. CT.i•' 1 �� ` '�I 1I 111 ►,4 s �; ■ viii vs , K11 81 81 SHEAR VALVE �o i N" A 2" X 18" FLEX 30 CONNECTOR N�.1 Z 39913 2" BELL X MALE ADAPTER 60 2" 2 FRP BONDED FITTING (TYP.) 50 $ ,C ,e %; v � 2 FRP BONDED FITTING (TMP') ' �e� ° *' _ `. i' ® . 1_1/2" X 18" FLEX CONNECTOR ®2 ) FEMALE X 1 1 /2 MALE SWIVEL 2" FRP BONDED FITTING ,p p �� /ONA L ECG I1� WIREWAY IN BUILDING _ = 2" AMERON 3000 LCX 2 COAXIAL FRP LINES ® (HYDROSTATIC MONITORED) LIQUID SUMP SENSOR A: SIDE VIEW - ADDITIVE '. 19 VENT /DISPENSER TO POWER WIREWAY IN —�.-� BUILDING 1 -1/2" X 18" FLEX CONNECTOR ®2" FEMALE X 1 -1/2" MALE SWIVEL TRANSITION ASSEMBLY 50 (TYP.) �,... o N c z _ ' LIQUID SUMP SENSOR 19 B: FRONT VIEW - ADDITIVE VENT /DISPENSER TRANSITION ® FIBERGLASS TRANSITION. SUMP ASSEMBLY SCALE: 1" =1' -0" SCALE: 1" =1' -0" Y c 0 6' 1 -1/2" X 18" FLEX CONNECTOR ®2" _. REVIEWED Y -0I _., CODE COPL l AE PM OCT 01 20'i0• City of Tukwila QU��I � I�I��I I��I APPROVED SEP 2 7 2010 City of Tukwila PUBLIC Works t 0 ,, . RECEIVED CITYOFTUKIMLA SEP 17 2010 PE . RMITCENTER OTE: c c on Y > . FEMALE X 1-1/2" MALE SWIVEL A o o 5 .. o / _ U I— z 2 c ° g N. n. J X 0 1• w N �- Z K, N N z o 0 N 00 z Z I I w z In LO z 0 N CV Z z `- ~ 'n W >r`' c id' 5 �N oNi `s �w J_J.,. d%2 Lu J�' b' N5 co 9„ 6 BOLLARD BRAVO EO -EBS .M�!!�1�!�� FIBERGLASS •TRANON SUMP �r((��111!« 2" COMPRESSION �� : FITTINGS ! �� iff '!, ' IO)' „ „ 2 X 18 FLEX 30 CONNECTOR 2" BELL X MALE 60 i�i�� °S.. ∎ ►_ ADAPTOR t.1: —.. I�,-4 2" FRP BONDED 50 r. FITTING (TYP.) Arl i =ter - - TYP. AMERON 3000 LCX TRANSITION ASSEMBLY 2" COAXIAL FRP LINES ® (HYDROSTATIC MONITORED) C: PLAN VIEW - ADDITIVE VENT /DISPENSER CO aO Z o V. . ,- n O �..- SCALE: 1" =1' -0" XX INDICATES ITEMS FOUND ON MATERIALS LIST SHEET T.4.1 1,500 GALLON CAPACITY BRINE RESERVOIR AND INTERSTITIAL MONITOR 42" DIA. SUMP 22" DA. MANWAY 8'-5-1" 5' -112" 2 2' (4. 2,-q,, " -2 1" 5' 112 8' -521" 2 TANK WEIGHT 1,150 LBS DRY 1,500 LBS W /BRINE UNDERGROUND TANK PLAN VIEW SCALE: 1/2" = 1' -0" PHIL -TITE FILL TYP.) 8" THICK CONCRETE SLAB (TYP.) (TYP.) T.3.2 18" MANHOLE ASPHALT AND STONE PER PROJECT SPECIFICATIONS ® NOTES: UST INSTALLATION O1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. O2 REINFORCEMENT TO BE #4 • 18" O.C. BOTH WAYS OREINFORCING BARS TO BE NO` LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. 4 REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. OSENSOR SINGLE 3/4" CONDUIT TO EACH TANK. LOOP HOME RUN FROM INTERSTITIAL LOCATION TO CONTAINMENT SUMP SENSORS Sc, TANK GAUGES. PROVIDE SEAL -OFF IN BUILDING & AT TANK. ROUTE. TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS. O& USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN %" MAX OF 9" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD REPRESENTATIVE. 77 TANK PAD MINIMUM 2' -0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. OCUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. O9 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS 10 SUMP CONFIGURATION SHOWN IS TYPICAL. FOR SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. 11 NOT USED QUSE BALL FLOAT VALVE IS PROVIDED AND DESIGNED FOR PREVENTING. OF WETTING OF THE VENT PIPING ONLY. UST OVERFILL COMPLIANCE IS ACHIEVED BY THE OF AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT AUTOMATIC TANK GAUGING SYSTEM. THE MONITORING SYSTEM PROVIDES AN AUDIBLE AND VISUAL ALARM WHEN THE TANK IS FILLED TO THE 90 PERCENT LEVEL AND IS IN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL REQUIREMENTS. A-TA NOTE: X INDICATES ITEMS FOUND ON MATERIALS LIST • CONTRACTOR TO SHORE ALL FOUR SIDES OF TANK EXCAVATION AS NEEDED __.I [,. iii; : •:. 1 • ,'. STRAIGHT DROP TUBE 4 " FRP RISER TO GRADE . ■ N E - - EXTRACTOR FITTING & 3" BALL FLOAT VALVE LOCATED AT 98% CAPACITY BACKFILL WITH PEAGRAVEL AS PER TANK MANUFACTURER , SPECIFICATIONS. (TYP.)' TANK LEVEL GAUGE W/ 2" FLOAT K<'. OVERFILL ALARM AT 90% CAPACITY 1'-0" MIN. PEA RAVE[..',. . . INSTALLED OVER • . • COMPACTED SOIL • ' ' ' • TANK SHALL BE SET DEAD LEVEL' • - • • • • - • - . \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \ / \ / \ / \ / \ / \ / \ / \ / \ \ \ r / \/, \/ / \. / \ / / /\ \ /\ // \ / // '\\\ i / \ i / \ / //// , /\\ END OF TANK TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER NATIVE VIRGIN SOIL 2' MIN. . ¢ • A: UNDERGROUND TANK SECTION DETAIL SCALE: 1/2" = 1 ' -0" m= H mo z 4' —O" DIA. UST = 8' -4" MIN. 21' O 7" CONCRETE SLAB AT 87.6 LB /CF (1) 3.5' DIA. SUMP TANK 4.0' DIA. 1,150 LBS --02 4' MIN. COVER DEPTH 12" BUOYANCY CALCULATIONS CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: TANK WITH .SPHERICAL ENDS, 4.0' O.A. DIAM. (4' NOMINAL) TANK LENGTH: 16' -11" TANK DIAMETER 4' -0" EMPTY TANK UPLIFT = 1,500 GAL = 201 CU FT 7.48 GAL. /CF 201 CU FT X 62.4 LBS /CF = 12,513 LBS (DISPLACED WATER) TANK SUMP UPLIFT = 3.14 X 1.75'2 X 4' = 38.5 CU FT 38.5 CF X 62.4 LBS /CU FT = 2,401 LBS (DISPLACED WATER). TOTAL TANK UPLIFT = 12,513 LBS + 2,401 LBS = 14.914 LBS I HOLD DOWN CALCULATION 0 TANK SLAB: .58' X 6.5' X 21' = 79.2 CU FT 79.2 CU FT X 87.6 LBS /CU FT = 6.935 LBS 20 CUBED BACKFILL ABOVE TANK: 4.0' X 4.0' X 21' = 336 CU FT - 38.5 CU FT = 297.5 CF 297.5 CU FT X 57.6 LBS/ CU FT = 17.136 LBS 0 CURVED BACKFILL ABOVE TANK: 3.14 X 2.0'2X 16.9' = 212.6 CU FT 4.0' X 4.0' X 16.9' = 270.7 CU FT 270.7 CU FT - 212.6 CU FT = 58.1 CU FT 2 29.0 CU FT X 57.6 LBS/ CU FT = 1.673 LBS ® DRY WEIGHT OF TANK: 1.150 LBS - 29.0 CU Fr TOTAL HOLD DOWN: 26.894 LBS TOTAL HOLD DOWN: 26.894 LBS - 1.80 SAFETY FACTOR TOTAL TANK UPLIFT: 14,914 LBS BUOYANCY CALC..1,500 GAL. TANK SCALE: NTS c 0 .� .> 0. 0 0 0 0 z J_ w. 0 00 a- J 0 as co Z Z a gt Z >0 0 0 r_ 1) i- n w cc 0 0 co 0 0 c co 0 LL aw Z a o CDQ H 0 0) 0 0 �1 REVIEWED FOR CODE COMPLIANCE OCT 01 2010 ' City of Tukwila BUILDING nivicinm APPROVED SEP 27 2010 City of Tukwila PUBLIC Works RECEIVED CITY OF TUKWILA SEP 17 2010 PERMITCENTER cc 0 w 0) 0) SSAQUAH, WA 98027 0 0 0 0 N N 0 0 w 0 a� 0 N w 3 0 0 0 m •0 0 q0. 0 rn 0 0 72ND AVENUE SOUTH 0 z� zw z N aQ z w z 0 -0 F_ �z ww Z 2 is w J 'x s 0 0) Job Number 00 co dam' 1 r PHIL TITE 36" DIA. FILL SPILL CONTAINMENT ASSEMBLY W/ 5 GALLON SPILL BUCKET 2" FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX (TYP.) 5 GALLON SPILL CONTAINER. (INLINE DRAIN ON FILL BUCKET) @WATERTIGHT REDUCER BOOT AND CLAMPS 13" RUBBER CAP WITH CLAMP 2' TYP. 1/3 H.P. TURBINE PUMP W/ .1 GPH PLLD CROWN PEA GRAVEL BACKFILL .— : ; • i1 -Wadi II' D I : l ial ASY ' %*A - _w__ WATERTIGHT SHROUD BOOT AND CLAMPS JUNCTION BOX (TYP.) 3/4" DIAMETER GROUND CLAMP #6 COPPER SOLID BARE WIRE CONTRACTOR TO INSTALL CLEVIS °c.8 AND COTTER PIN TANK GAUGE ADAPTER & CAP 2" COAXIAL D.W. FRP PRODUCT SUPPLY LINE �IIIIIII ;1111111 IiII r11,1r g1 VEEDER ROOT .1 GPH MAGNOSTRICTIVE PROBE TANK LEVEL PROBE W/ TLS CAP & RING. OVERFILL ALARM AT PANEL SET © 90% CAPACITY. USE 2" FLOAT IN INSTALL KIT 3/4" CONDUIT 3/4" PENETRATION FITTING 4" BLACK IRON RISER PIPE 42" ROUND SUMP BODY 3/4" MONITORING CONDUIT SHOWN HERE FOR CLARITY 2"x18" MALE SWIVEL 30 x FEMALE NPT FLEX CONNECTOR (TYP.) STRAIGHT DROP/7\1 TUBE (TYP.) X N 4 "x4 "x2" EXTRACTOR TEE FITTING ® SUMP LIQUID MONITORING 19 SENSOR IN HOLDER O 3" BALL FLOAT VALVE SET AT 98% CAPACITY TO PREVENT WETTING OF PIPING ONLY (TYP.) UST OVERFILL COMPLIANCE IS ACHIEVED VIA AUDIBLE AND VISUAL OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO VEEDER ROOT AUTOMATIC TANK GAUGE SET AT 90% CAPACITY. BOTTOM FOR TANK HOLE A: ELEVATION - GASOLINE FILL & STAGE IINENT RISERS (WATERTIGHT) SCALE: 1" =1' -0" 34" O.D. FILL WATERTIGHT LID W/ (2) 13" O.D. ACCESS OPENINGS & 6" OBSERVATION PORT ENCLOSURE TOP FACTORY BONDED JOINT ROUND SUMP BODY 34" LID O.D. 32 -3/4" NECK O.D. 32" I.D. oo I r. SUMP TO BE BONDED TO TANK AT FACTORY 42" I.D. C: WATERTIGHT FILL SUMP RISER SCALE: NTS TANK WALL 42" DIA SINGLE WALL FIBERGLASS ROUND CONTAINMENT SUMP JACK SCREW (TYP.) 4" FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX 8" w 8" ACCESS PORT ALL MANHOLE ACCESS COVERS TO BELOW GRADE SHALL BE LIQUID TIGHT AND LOCKABLE PHIL TITE 36" DIA. MULTI —PORT SINGLE POINT FILL SPILL CONTAINMENT ASSEMBLY W/ (1) 5 GALLON SPILL BUCKET DIAMOND PLATE ANCHOR (TYP. 4) TAN K B: PLAN VIEW - WATERTIGHT FILL SIDE MANHOLE SCALE: 1" = 1' -D" 42" DIA SINGLE WALL FIBERGLASS O ROUND CONTAINMENT SUMP FILL RISER TANK 2 "x18" MALE SWIVEL x FEMALE NPT FLEX CONNECTOR (TYP.) 2" BELL X MALE ADAPTER 2" FRP BONDED FITTING (TYP.) 2" COAXIAL D.W FRP VENT LINE 16" 4 "X4 "X2" EXTRACTOR FITTING 22" MANWAY LEVEL GAUGE LOCATION Cu.n ■..nmil�i�i.. TO SUMP SENSOR ®EXPLOSION PROOF JUNCTION BOX FOR STANDARD MONITORING DEVICES ONLY 1/3 H.P. TURBINE PUMP W/ .1 GPH PLLD 2 "x18" MALE SWIVEL x FEMALE NPT FLEX CONNECTOR (TYP.) 3/4" CONDUIT PENETRATION FITTING 3/4" CONDUIT O SUMP LIQUID MONITORING SENSOR IN . HOLDER 2" FRP BONDED FITTING (TYP.) 2" BELL X MALE ADAPTER D: TYPICAL TANK TOP DETAIL AT FILL SCALE: 1" =1' -0" 2" COAXIAL D.W. FRP PRODUCT SUPPLY LINE a • ° •. Wir• ,. �:.. 00C goo PEA GRAVEL BACKFILL SEAL OFF TO SUMP BRINE RESERVOIR • 4 " .FRP ANNULAR RISER d HOME RUN TO BUILDING HYDROSTATIC SENSOR E: ELEVATION - BRINE RESERVOIR SCALE: 1" =11 -0" c 0 ID cc 0. Y 0 0 0 0 z CO w 0 z 0 nz ,0 <I- I_ CD — < Ne z Q z Q 0 0 0 0 0 10 E- D CO cc 0 0 I- 0 0 O co o a 1 0 LL w z -J 0 CO O O Q-NOTES .SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN . REINFORCEMENT TO BE #4 © 18" O.C. BOTH WAYS .REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. 4 REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4 — #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. • NOT USED 6 SINGLE 3/4" CONDUIT TO EACH TANK. LOOP HOME RUN FROM INTERSTITIAL SENSOR LOCATION TO CONTAINMENT SUMP SENSORS & TANK GAUGES. PROVIDE SEAL —OFF IN BUILDING & AT TANK. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONTAINS ONLY. LOW VOLTAGE WIRING FOR SENSORS. .PEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. 8 PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED PEA GRAVEL BEDDING. PIPING SHALL NOT BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS. 9 ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR MAXIMUM ANGLE ALLOWANCE. 10 NOT USED BRAVO PENETRATION FITTINGS SHOWN. ALTERNATE FITTINGS MAY NOT BE USED. .INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES. COVERS SHALL BE PRIMED AND PAINTED ACCORDING TO SPECIFICATIONS. ® SECONDARY CONTAINMENT FOR ALL PRODUCT AND VENT PIPING XX NOTE: INDICATES ITEMS FOUND ON MATERIALS LIST SHEET T4.1 REVIEWED FOR . CODE COMPLIANCE City of Tukwila PUBLIC Works APPROVED SEP 27 2010 OCT 01 2010 ofilikwila UiL DiN DIVI IflM CITY OF TUKKWLA SEP 17 2010 PERMIT CENTER cWOLIAE COSTCO WHOLESALE 999 LAKE DRIVE SSAQUAH, WA 98027 0 N cn 0 x ID rn 0 0 0 E 0 0 0 •0 0 0. 0 rn N 0 0 18215 72ND AVENUE SOUTH N CO N co 00 I N N N N w CD Z5 z w. z— a z nw -0 zct E2 ww w z- w >� U (1) .0 0 slam Irma C40 CV I-- ADDITIVE TANK SYSTEM MATERIAL LIST ITEM QTY. DESCRIPTION MANUFACTURER 1 TANK: 1,500 GALLON, 4' I.D. DOUBLE WALL FIBERGLASS TANK, ONE 42" SW FILL COLLAR W/22" M.W., STEEL STRIKE PLATES AND TIE DOWN GUIDES. TANK SHALL BE UL 1316 LISTED AND METHANOL APPROVED. "CONTAINMENT SOLUTIONS" MODEL NO. DWT -6 TYPE II (4') — 1500 SHELL CODES: 2— E4D102S3 s0 1 PIPING SUMP: 42" SINGLE WALL FIBERGLASS FILL ENCLOSURE x 4' HIGH. 42 "x30" FIBERGLASS REDUCTION TRANSITION WITH 34" LID. FIELD CUT TO BURIAL DEPTH. PROVIDE EXTENSIONS IF NECESSARY. "CONTAINMENT SOLUTIONS" MODEL NO. SW PTS (WT34) (FV2/13/16) 42/8 © 1 42 "x33" FIBERGLASS SUMP REDUCER ,PACKAGEMENT SOLUTIONS" — PART OF FILL SUMP :0 1 WATERTIGHT REDUCER BOOT WITH CLAMPS FROM 13" ACCESS OPENING TO SPILL BUCKET "FRANKLIN FUELING /PHIL —TITE" MODEL NO. WTRC -1315 © 1 36" DIA. FILL —SPILL MANHOLE W/ 8" ACCESS LID. 14" DIA. SPILL COLLECTOR. SPILL COLLECTOR SHALL BE 5 GALLON CONTAINMENT. EVR CARB APPROVED PER VR -101 "FRANKLIN .FUELING /PHIL —TITE" MODEL NO. M36-1C-0-1—NPR PRODUCT SIDE DEBRIS BUCKET # PB 1005 TB O1 • Q 1 13 RUBBER CAP WITH CLAMP FOR 13" ACCESS OPENING IN WT SUMP " " 'WITH FRANKLIN FUELING /PHIL —TITS MODEL N0. WTRC -1300 ill 1 FILL ADAPTER — 4 "x2" "OPW" MODEL NO. 1612AN -0200 0 0 1 PRODUCT TOP SEAL FILL CAP • "OPW" MODEL NO. 6348 -0160 0 1 4 "x12' ALUMINUM DROP TUBE. "OPW" MODEL NO. 61T -7268 1 3" FLOAT VENT VALVE 12" L.G. "OPW" MODEL NO. 53VML-3120 ® 1 2" PRESSURE VACUUM VENT — THREADED "HUSKY" MODEL NO. 4885 ® 1 4 "x4 "x2" EXTRACTOR TEE FITTING. "OPW" MODEL NO. 233 -4420 BY G.C. 4" GALVANIZED STEEL RISER . . "ANVIL" OR EQUAL 0 1 4 "X2" HEX BUSHING "OPW" OR EQUAL BY G.C. 3/4" RIGID CONDUIT, ELECTRICAL SEAL —OFF, ELECTRICAL JUNCTION BOX ELECTRICAL ITEMS EXPLOSION PROOF. BY G.C. • 2 CONTAINMENT SUMP LIQUID SENSOR, DISCRIMINATING (FOR FILL AND DISPENSER SUMP) "VEEDER —ROOT" MODEL NO. 794380 -352 0 1 18" DIA. ROUND MONITOR MANHOLE, WATER TIGHT AND TRAFFIC RATED "UNIVERSAL" MODEL NO. U -98 -1810 ® ® 1 BY G.C. 4" DIA. PIPE 7' -0" LG. MAX. WITH 4" NPT MALE ADAPTER (FOR HYDROSTATIC TANK MONITOR) SCH. 40 PVC MATERIAL 1 HYDROSTATIC SENSOR— SINGLE FLOAT, WITH 4" RISER PIPE CAP KIT "VEEDER—ROOT" MODEL NO. 794380 -301 "VEEDER—ROOT" MODEL NO. 330020 -435 6 NOT USED 0 3 2 "x18" FLEXIBLE CONNECTOR — 2" FEMALE NPT X 2" MALE SWIVEL NPT "FLEX —ING" MODEL NO. FF20X18M346XF. 1 1 -1/2 "x18" FLEXIBLE CONNECTOR — 2" FEMALE NPT x 1 -1/2" MALE SWIVEL NPT "FLEX =ING" MODEL NO. FF15X18M346X2F ® NOT USED ® ® 1 TANK BOTTOM PROTECTOR "EBW" MODEL NO. E785- 200 -02 0 1 TANK LEVEL 4' -0" MAGNETOSTRICTIVE PROBE -0.1 GPH "VEEDER —ROOT" MODEL NO. VR- 846390 -101 MAG 1 1 4" FLOAT PROBE INSTALL KIT FOR MAG 1 TANK LEVEL PROBE "VEEDER —ROOT" MODEL NO. 846400 -001 40 1 4" MONITORING CAP AND ADAPTER KIT, 3/8" GROMMET W/0 LUGS (TANK LEVEL GAUGE) "VEEDER ROOT" MODEL # VR- 312020 -952 0 1 2" BALL VALVE —FULL PORT "JOMAR" MODEL NO. T100 -2 2 3/4" BONDED CONDUIT ENTRY FITTING "BRAVO" MODEL NO. F- 17 —SS —S ID 4 2" FRP BONDED FITTING FOR COAXIAL AMERON PIPING "BRAVO" MODEL NO. F- 22 —LS —S 1 DISPENSER /VENT TRANSITION BOX (SINGLE WALL) MODEL NO. B- 500— F2S— BD— E0—00-10 ® 100 2" D.W. COAXIAL FIBERGLASS PIPE, 17' -21' LENGTH & GLUE KITS "AMERON" DUALOY 3000 /LCX MODEL #20464386 ® 4 2" COUPLING (PRIMARY) " AMERON" DUALOY 3000 /LCX MODEL #20850707 4 2" 90 DEGREE ELBOW (PRIMARY) " AMERON" DUALOY 3000 /LCX MODEL #20372108 ® 4 2" COUPLING (SECONDARY) "AMERON" DUALOY 3000 /LCX MODEL #20469204 4 2" 90 DEGREE ELBOW (SECONDARY) "AMERON" DUALOY 3000 /LCX MODEL #20469201 4 2" THREADED BELL x MALE ADAPTER FRP " AMERON" DUALOY 3000 /LCX MODEL #20370202 •• 1 RACK MOUNTED DISPENSER "FILL— RITE" MODEL NO. FR902RU . 0 1 STANDARD DISPENSER NOZZLE HUSKY XS SERIES N0. 159503 -03 MODEL " "OPW" MODEL NO. 11A 1 NOZZLE SWIVEL " "HUSKY" MODEL # HS -0350 ® 1 3/4" STANDARD HOSE — SWIVEL. BOTH ENDS "IRPCO" MODEL NO. 124281 3/4 "X8' 1 3/4" STANDARD HOSE WHIP "IRPCO" MODEL NO. 124022 3/4 "X8" 0 1 BREAKAWAY VALVE "HUSKY" MODEL NO. HS -3360 ii, 2 50 CU. FT. SUMP FLAME ARRESTOR (TANK AND DISPENSER /VENT) "OPW" MODEL NO. FSS -50 1 15 GALLON PORTABLE ADDITIVE CADDY "FUEL CHIEF" 15 GALLON POLY CADDY OR APPROVED EQUAL NOT USED . ADDITIVE TANK SYSTEM MATERIAL LIST . ITEM QTY. DESCRIPTION MANUFACTURER NOT USED 0 1 EIGHT INPUT INTERSTITUAL /LIQUID SENSOR INTERFACE MODULE "VEEDER ROOT" MODEL NO. VR- 329358 -001 0 1 DOUBLE POPPET SHEAR VALVE, 1-1/2" M —NPT TOP STYLE, BOSS MOUNTED (COMBO BODY) "OPW" MODEL NO. 10BHMP -5830 1 2 1 1 1 DMEX DISPENSER MODULE END CAPS 6" DINRAIL 20" RIBBON CABLE 3 —POLE CONTACTOR "SQAURE D" MODEL NO. 5600470 "SQAURE D" MODEL NO. 0800886 "SQAURE D" MODEL NO. 9080MH379 "SQAURE D" MODEL NO. 5650836 "SQAURE D" MODEL NO. XSE— DPA33Y122Y2 36 0 1 EMERGENCY SHUTDOWN SWITCH "SQAURE D" EM-01 0 1 TURBINE 1/3 HP PUMP FIXED SPEED VARIABLE LENGTH, AG SEALS, WITH INTAKE FILTER SCREEN, WITH MODEL R CHECK VALVE "FE PETRO" FE- STPAG33KR— VL1 -12 ill 1 CONTROL BOX "FE PETRO" FE —STP —CBS 0 1 PRESSURE LINE LEAK DETECTOR "VEEDER —ROOT" MODEL NO. 848480 -001 il: 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. • INDICATES MATERIAL SUPPLIED BY OWNER. ALL ITEMS SUPPLIED BY OWNER ARE SUPPLIED THROUGH ANS DISTRIBUTING. CALL (602 278 -3000) TO COORDINATE MATERIALS DELIVERY SCHEDULE WITH ANS AND VERIFY EQUIPMENT COUNTS (72 HOUR NOTIFICATION REQUIRED). CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EQUIPMENT IS ACCOUNTED FOR AND ARRIVES AT SITE IN UNDAMAGED CONDITION (48 HOUR TIME LIMIT). AFTER THIS 48 HOUR LIMIT THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE EXACT PART(S) THAT (SCARE) EITHER MISSING OR DAMAGED' 1 INDICATES MATERIAL SUPPLIED BY OWNER THROUGH EQUIPMENT AND MANUFACTURER DIRECT PURCHASING. CONTACT COSTCO WHOLESALE PURCHASING DEPT. (425) 313 -6753 TO COORDINATE MATERIALS DELIVERY SCHEDULE OF ALL OWNER DIRECT PURCHASE ITEMS. UNLESS OTHERWISE NOTED, ALL OTHER EQUIPMENT IS SUPPLIED AND INSTALLED BY CONTRACTOR. bk 0 0. Y 0 cs 0 0 z J REVIEWED O CODE COMPLIANCE OCT Angnmal o i 2[)10 City of Tukwila BUILDING Min MCI APPROVED SEP 27 2010 City of Tukwila PUBLIC Works RECEIVED CITY OF TUKW ILA SEP 17 2010 PERMIT CENTER LL al 0 0 c 0 N 0 O S z w .0 0 C . C M 3 0 0` 0 .D Y 0 0 .0 O 0 N °4) 0 0 18215 72ND AVENUE SOUTH N N C0 00 N N N N Job Number co 00 4) s r . Revision 1 Title PANEL SCHEDULES AND ELECTRICAL SINGLE LINE ADDITIVE TANK ADDITION 400 COSTCO DRIVE, SUITE 150 TUKWILA, WA 98188 COSTCO GASOLINE FACILITY #6 PANEL A MAIN /GENERAL BREAKER RATED: 10,000 A.I.C. * LISTED FOR SERIES VOLTAGE: 120/208 VOLT -30, 4 -WIRE MAIN BRKR: M.L.O. COMBINATION WITH CURRENT BUSS: 225A SPACES: 42 LIMITING MAIN FUSE. TO UTILITY SERVICE BY POWER COMPANY RED) RED 110 . VOLT AC 60 HZ WIRING NOTE: ALL ELECTRICAL WIRING MUST SWITCH CONFORM TO LOCAL ELECTRICAL CIRCUIT # DESCRIPTION LOAD BREAKER PHASE NOTES LCL A B C EXISTING UTILITY VAULT OR POLE BY POWER COMPANY IBLK BLKI CODES. EXISTING (1) -3" LEFT SIDE (ODD CIRCUITS) 1* RED UNDERGROUND PVC CONDUIT (SCHEDULE 1 MODEM, VEEDER ROOT, D -BOX, CAMERAS, (VIA UPS) 2640 30 -1 2640 U 0 rVY� 80) 3 CANOPY LIGHTS 1 940 20 -1 940 SW -1 Y SOLINOID GND VALVE 5 CANOPY LIGHTS 2 940 20 -1 940 SW--1 Y 7 SPACE 0 FILLER 0 _ RED 110 0NLYLT 9 CANOPY LIGHTS #3 774 20 -1 774 SW -1 Y EXISTING UTILITY PAD MOUNT TRANSFORMER WITH CONCRETE PAD - 1 I - _ 1 I . JUNCTION BOX *CONNECT 11 CANOPY LIGHTS #4 774 20 -1 774 SW -1 Y 13 SPACE 0 FILLER 0 15 CANOPY LIGHTS #5 986 20 -1 986 SW -1 Y I 1 11 _ I 1 17 SIGNS /FASCIA #1 /SECURITY LTS 1270 20 -1 1270 SW -2 Y 19 SPACE . 0 FILLER 0 Y 21 SIGNS /FASCIA #2 /SECURITY LTS 1505 20 -1 1505 SW -2 Y EXISTING 3/4" x 10' COPPER CLAD STEEI GROUND ROD. EXISTING (1) - #4 COPPER GROUND WIRE. . 2" C, (4) #3EXISTING /0 THWN C.U. + (1) 110 PUMP MOTOR 1 1 oQ zc VOLT � � - °w °z RED AND BLACK WIRES TO Q 110 VAC WIRE UNLESS SEPARATE CIRCUITS ARE REQUIRED ,- - DASHED LINES INDICATE FIELD WIRING 23 SQUARE D IpaCS LIGHTING CONTROL POWER 240 15 -1 240 Y 25 SPACE 0 FILLER 0 Y 27 CANOPY LIGHTS #6 FUTURE 0 FILLER 0 SW -1 Y 29 CANOPY LIGHTS #7 �FUTURE5 0 FILLER 0 SW -1 Y POWER SOURCE WIRING DIAGRAM FOR SUBMERGED a 31 SPACE 0 FILLER 0 EXISTING 2" C, (4) #3/0 THWN C.U. + (1) #4 C.U. E.G. EXISTING NEMA 3R, 200A, METER SOCKET MOUNT ON — #4 E.G. EXISTING NEMA 3R, 200A, 200A FUSE TY KTN -R -200) SERVICE DISCONNECT /(PE SWITCH MOUNTED ON WALL OF CONTROLLER ENCLOSURE SQ D CAT NO. D324 -NR -B EXISTING CONCRETE ENCASED 33 CONTROLLER. ENCLOSURE AC /HEAT 2500 30 -2 \ 2500 35 CONTROLLER ENCLOSURE AC /HEAT 2500 30 -2 / 2500 SINGLE PHASE MOTOR CONTROL PANEL TURBINE PUMPS WITH 120 VOLT 37 SPACE 0 FILLER 0 COIL LINE STARTER CIRCUIT 39 SPACE 0 FILLER 0 MODEL STP -CBS `% o 0 41 SPACE 0 FILLER 0 RIGHT SIDE (EVEN CIRCUITS) P,9,6 ,3 LOCKOUT SWITCH 2 SURGE DIVERSION - BUILDING 10 30 -3 10 EXTERIOR WALL OF CONTROLLER _ / 141 °.5 4 SURGE DIVERSION - BUILDING 10 30 -3 10 �" GROUNDING ELECTRODE. oo� ENCLOSURE EUSERC COMPLIANCE 65,000 AIC SQ D CAT NO. UTH7213T © I 6 SURGE DIVERSION - BUILDING 10 30 -3 10 F , -- r® e z LINE STARTER 8 SPACE 0 FILLER 0 = — �j 10 SPACE 0 FILLER 0 ^ NEON PILOT LIGHT MOWN WHOLESALE KE DRIVE i, WA 98027 r ®120 V COIL® 12 CONTROLLER ENCLOSURE LIGHTS 720 20 -1 720 Y EXISTING CONTROLLER ENCLOSURE 2" C, (4) #3/0 THWN <5' (4) #4 GND. 'iii' SUBMERSIBLE (STP) 14 FE PETRO 1ST ; 1 960 20 -3 960 ® ® 16 FE PETRO 1ST ; 1 960 20 -3 960 18 FE PETRO 1ST , 1 960 20 -3 960 I ORANGE M / BLACK 20 FE PETRO IST , 2 960 20 -3 960 RED 22 FE PETRO 1ST • 2 960 20 -3 960 ■ M ---� M BLACK / 24 FE PETRO 1ST -12 960 20 -3 960 %, \ �, II — /� �• 26 FE PETRO IST ; 3 960 20 -3 960 POWERBOX MODEL: CSTC0618021 28 FE PETRO IST ; 3 960 20 -3 960 SURGE D. 30 FE PETRO IST 13 960 20 -3 960 • 3/4 "C, THWN GND _ 32 SPACE 0 \ 34 ADDITIVE TURBINE PUMP 960 20 -2 960- LOADS \ I I ZF!LLEDCAPACITOR/ NEW 36 ADDITIVE TURBINE PUMP 960 20 -2 960�� s,-NZ NEUT SYSTEM CND. ISOLATED GND. (W /BLEED RESISTOR) PLUG CONNECTOR 38. SUB FEED TO PANEL B 9900 100 -2 9900 40 SUB FEED TO PANEL B 2364 100 -2 2364 (1) (3) #12 + (1) #12 ROUTE TO J -BOX AT DISPENSER. CONTINUE (1) CONDUIT TO DISPENSER AND CONNECT (1) #12 WIRE TO DISPENSER SOLENOID VALVE. ROUTE SECOND CONDUIT FROM J -BOX TO TURBINE STP IN IN TANK SUMP W/ (2) #12 AND (1) #12 GND. z-'-'0 120/208 OR 240 V SINGLE PHASE POWER SUPPLY 42 -A- 42 SPC 120/208 LUGS ONLY NOTE: ALL LOADS ARE EXISTING WITH THE EXCEPTION OF THE NEW BREAKER FOR 1 /3 HP TURBINE PUMP. NEW BREAKER IS TO BE PROVIDED BY THE INSTALLING CONTRACTOR. TOTAL VA 15430 12919 10,294 20 -B- PC 120/208 SUB FEED LCL 0 4205 3704 PLUS 25% 0 1051 926 TOTAL VA 15430 13970 11220 < 0 o AMP PER P 128.4 116.4 93.4 120 VOLT SUPPLY FROM DISPENSER OR OTHER EQUIPMENT. WHEN POWER IS APPLIED TO THIS CIRCUIT, THE COIL IN THE CONTROL BOX WILL BE ENERGIZED PROVIDING POWER TO STP. PANEL LOAD 112.7 NOTE: THERMAL SEE PRODUCT INSTALLATION INSTRUCTION FOR OVERLOAD FURTHER DETAILS. WIRING MUST CONFORM TO ALL FEDERAL, STATE, AND LOCAL ELECTRICAL CODES. MOTOR CONTROL PANEL IS FOR NON-HAZARDOUS LOCATION USE ONLY. CONNECTED LOAD = 38.6 KVA L _J PANEL B DISPENSERS /ELECTRONICS VOLTAGE: 120/208 VOLT -10, 3 -WIRE MAIN BRKR FEED FROM -A- BREAKER RATED: 10,000 A.I.C. BUSS: 100A SPACES: 20 ACTUAL A.IC. BELOW 4,000• J \p A. �,,, Q. � �'►�� , �'�V� -� 4I( 4/ I' �o� /10,39913 0 �� Fs 0istER s“.%`',\ L ECG (1k O (3) #3 THWN C.U. (1) #8 GND C.U. Existing Single Line Dia ram SINGLE PHASE MOTOR CIRCUI # PHASE NOTES LCL O Turbine Pump Wiring Diagram DESCRIPTION LOAD BREAKER A B LEFT SIDE (ODD CIRCUITS) (__) i NOT TO SCALE _ NOT TO SCALE 1 DISPENSER � 1 960 20 -1 960 3 DISPENSER #2 960 20 -1 960 5 . v ai c ¢ _ ' 7 9 DISPENSER #3 960 20 -1 960 11 13 DISPENSER 4 � 960 20 -1 960 15 E Y Q, N 0 E Y C v 0 Q 0 Y 0 Q 0 m O " a cn a,. 1•+ o 17 DISPENSER 5 960 20-1 960 19 RIGHT SIDE (EVEN CIRCUITS) 2 DISPENSER #6 960 20 -1 960 4 6 DISPENSER #7 # 960 20 -1 960 �.` -- ' A., SEP C' y UBLIC sRO D 2010 of Tuk� ila Wo s cn I- Z U ee O Zw �' w C. w N a N CO � z CD (24 orn Wz N¢ 1 1 W w c� L N N z z N Z N N ulA ° di U v G .>>2 U. Q • % z 0 ,_ �b J`' co C 8 10 DISPENSER #8 960 20 -1 960 12 14 SPARE 1500 30 -2 \ 1500 16 SPARE 1500 30 -2 1500 18 SPARE 720 20 -1 720 20 USE QUAD RECEPT. - GENERAL USE 864 20 -1 864 TOTAL VA 9900 2364 NOTE: ALL LOADS ARE EXISTING. NO CHANGES TO THIS LCL 0 PANEL. PLUS 25% 0 0 TOTAL VA 990.0. 2364 AMP PER P 82.5 15.5 PANEL LOAD 49.0 NOTES: TERMINALS ARE PROVIDED TO ALLOW THIS CIRCUIT TO BE WIRED THROUGH AN EXTERNAL UNINTERRUPTIBLE POWER SUPPLY. SW -1. CIRCUIT IS WIRED THROUGH STAGE #1 OF THE MANUAL SWITCHES. SW -2. CIRCUIT IS WIRED THROUGH STAGE #2 OF THE MANUAL SWITCHES. LCL. LONG CONTINUOUS LOAD. �1 Existing Panel Schedule SEPARATE PERMIT AND CITY OF TUKKWIL APPROVAL SEP 17 2010 REQUIRED PERMIT CENTER c3 2 - 'd' o N �- W E -1 NOT TO SCALE 0 0 0 0 0 co 1 36.0000 E • II SQUARE Co COMPANY I RE bal [ 0 SEE DETAIL "A" PANEL 6 1. 8.2500 t BLACK -HO1 wu Lig — .1 E,UTRAL „,, DETAIL IS SHOWING THE FILL -RITE 115 VOLT AC TRANSFER PUMP, WIRING DETAIL SHOWN IN OWNER'S MANUAL FROM LAST DMEX MODULE (20” RIBBON CABLE) PATENT PENDING ® l ® Iz ® Ir TO GROUND BAR PUMP AUTH 0 0 000 .22 —ant- -arm— PATENT . - NEIWORR BUS 0P 0P2 0 P3 Owl DM —EX MODUL AU CKT BREAKER INPUT — 20A 120VAC LUX 3I DISPENSER POWER ON 0 SERVICE ° NE 0 DISTANCE IS FOR REFERENCE ONLY. INTERIOR CABINET SIDE VIEW PARTS LIST FOR RETRO -FIT 0 DMEX MODULE. PART #: 5600470 O(2) END CLAMPS PART #: 0800886 0 6" OF DINRAIL PART #: 9080MH379 0 20" RIBBON CABLE PART #: 5650836 CONTACT ANS DISTRIBUTING FOR PRICING & AVAILABILITY JASON HUFF 602 - 278 -3000 TO BREAKER & NEUTRAL BAR FOR ADDITIONAL DISPENSER TYPICAL OF ALL DM -EX MODULES (20 AMP MAX - #12 AWG.) NOTE: FACTORY INSTALLED "REMOTE OFF" JUMPERS ON DM -EX MODULES MUST REMAIN IN PLACE DURING .NORMAL OPERATION. REMOVING THIS JUMPER AND WIRING INTO A "PAN SENSOR" SYSTEM PROVIDES INDIVIDUAL SHUTDOWN OF EACH DM —EX MODULE FOR ADDED DISPENSER DISPENSER. Costco Dispenser Addition (Field Retro Fit) NOT TO SCALE: AC LINE AC NEUTRAL CHASSIS GROUND BARRIER GROUND • • NOTE: THE ONLY WORK DONE ON THE VEEDER ROOT SYSTEM IS TO INSTALL /ADD 8 —INPUT SENSOR MODULE, INSTALL /ADD THE ADDITIONAL ADDITIVE ANNULAR SENSOR, . ADDITIVE SUMP SENSOR, ADDITIVE PLLD AND ADDITIVE LEVEL GAUGE PROBE. NOTE "VEEDER— ROOT" TLS -350 w/ PRINTER MODEL #VR- 848290 -122 (WITH THE FOLLOWING CONFIGURATION IS EXISTING.) (1) VR- 330160 -160 (2) VR- 329358 -001 (1) VR- 329356 -002 (1) VR- 329359 -001 (1) VR- 330280 -001 (1) VR- 330532 -001 (2) VR- 329260 -001 (1) VR- 330020 -425 (1) VR- 330843 -001 (1) VR- 330374 -001 RISK MANAGEMENT SOFTWARE EIGHT INPUT INTERSTITUAL /LIQUID SENSOR INTERFACE MODULE FOUR INPUT PROBE INTERFACE MODULE FOUR RELAY OUTPUT MODULE BIR PROTOCOL DIM TLS -350 MEMORY EXPANSION MODULE EXPANSION MODULE FOR 350R ETHERNET MODULE 6 INPUT PLLD MODULE 3 OUTPUT PLLD MODULE Veeder Root Console POWER AREA GROUND e e N L MODULE TYPE: NOT USED ; ® 8 POSITION RECORD: ;, 1 5 0 0 6 7 3 16 SPARE • • 8 SPARE • • 15 SPARE • . • 7 SPARE • . • 14 SPARE • • 6 SPARE • • SPARE •13 • 5 SPARE • • SPARE 12 • • 1 r-1-F:2 - F.. 3-F4-F5---F-6-1 PRESSURE —� MAXIMUM SENSOR OUTPUT RATING 15 `roc 15 AMP 6 XMIT 4 7 0000000000001 PLLD TURBINE • 14 • PRESSURE LINE LEAK INTERFACE MODULE SUMPS SPARE 11 • • 17.1--+2= —0. 2 6 3 1T +3= 1+4-q--+5-q-+6-q-+7-q-4.8� OUTPUT SENSOR IMU RATING 15 M1P 8 SENSOR 3 • WIWW POSITION RECORD: . 0000000 000000000 TANK SUMPS. DISPENSER • 6 • INTERSTITIAL SENSOR INTERFACE MODULE SENSORS 1 UNL. 1 2 - L_____ NL. 2 3 - PREM. PI - PUMP INPUT SIG _ 12 MODULE TYPE: NOT USED POSITION RECORD: 1 2 3 4 5 6 7 8 I + -i + -I + -I + + -I + -I + + -I OurpIMUT SENSOR 15 AMP 2 PI PR Li: P PI PR LIP 1 PI PR LI P.01 PR -PUMP RENRN NEUTRAL) U - UNE POWER INP SENSOR 2 7 4 10 • • • • • • • • • • • • • • • PO -PUMP OUTPUT CONTROL 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 & TANK ANNULARS • 0000 0 0 0 0 0000 0 0 0 0 0 F FA A COINC'S 120 VAC 24 VAX. • • SENSORS INTERSTITIAL SENSOR INTERFACE MODULE PRESSURE LINE LEAK CONTROLLER MODULE 4 -RELAY OUTPUT MODULE "� 1 O PROBE--o- j PROBE 1 3 4-4 MAXIMUM SENSOR OUTPUT RATING 1 REG. UNLEADED #1 - 1- 1- 1- 2-�3 ^4^'I + RELAY TO EXTERNAL DEVICE NC NO C NC NO C NC NO C NC NO C 2 REG. UNLEADED #2 RELAY RATINGS FROM C CONTACTS 122 VAC, zA MAX OR 24 vac, zA MAx • 7 • • • • • • • • 8 15 AMP MODULE TYPE: 4 —RELAY OUTPUT MODULE POSITION RECORD: • • • • • • • • • • • • 5 SPARE 1 • 0 0 0 0 0 GAUGES • • 9 00000 0 0 0 0 0 0 0` 8 SPARE PROBE INTERFACE MODULE 0 0 0 '' ® ® ® ® T NOTE: THE ONLY WORK DONE ON THE VEEDER ROOT SYSTEM IS TO INSTALL /ADD 8 —INPUT SENSOR MODULE, INSTALL /ADD THE ADDITIONAL ADDITIVE ANNULAR SENSOR, . ADDITIVE SUMP SENSOR, ADDITIVE PLLD AND ADDITIVE LEVEL GAUGE PROBE. NOTE "VEEDER— ROOT" TLS -350 w/ PRINTER MODEL #VR- 848290 -122 (WITH THE FOLLOWING CONFIGURATION IS EXISTING.) (1) VR- 330160 -160 (2) VR- 329358 -001 (1) VR- 329356 -002 (1) VR- 329359 -001 (1) VR- 330280 -001 (1) VR- 330532 -001 (2) VR- 329260 -001 (1) VR- 330020 -425 (1) VR- 330843 -001 (1) VR- 330374 -001 RISK MANAGEMENT SOFTWARE EIGHT INPUT INTERSTITUAL /LIQUID SENSOR INTERFACE MODULE FOUR INPUT PROBE INTERFACE MODULE FOUR RELAY OUTPUT MODULE BIR PROTOCOL DIM TLS -350 MEMORY EXPANSION MODULE EXPANSION MODULE FOR 350R ETHERNET MODULE 6 INPUT PLLD MODULE 3 OUTPUT PLLD MODULE Veeder Root Console POWER AREA GROUND e e e mum MODULE TYPE: NOT USED MODULE TYPE: NOT USED 8 POSITION RECORD: 16 1 5 6 2 6 7 3 7 8 4 8 7 MODULE TYPE: NOT USED 1 POSITION RECORD: 15 1 5 2 6 3 7 4 8 14 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 13 MODULE TYPE: NOT USED POSITION RECORD: . 1 5 2 6 3 7 4 8 12 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 11 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 1 O MODULE TYPE: PLLD CONTROLLER MODULE POSITION RECORD: 1 REG. UNLEADED #1 5 2 REG. UNLEADED #2 6 3 PREM. UNLEADED #1 7 4 8 9 MODULE TYPE: 4 —RELAY OUTPUT MODULE POSITION RECORD: 1 CONT. ENCLSR. VR REMOTE ALARM 5 SPARE 2 SPARE 6 SPARE 3 SPARE 7 SPARE 4 SPARE 8 SPARE GROUND 0 0 0 I\TRI\SICALLY-SAFE AREA GROUND e e MODULE TYPE: NOT USED POSITION RECORD: 8 1 5 2 6 3 7 4 8 MODULE TYPE: NOT USED 7 POSITION RECORD: 1 5 2 6 3 7 4 8 6 MODULE TYPE: NOT USED POSITION RECORD: 1. 5 2 6 3 7 4 8 5 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: ADDITIVE TANK SENSORS 1 ADDITIVE ANNULAR 5 2 ADDITIVE TURBINE 6 3 7 4 8 _ 4 MODULE TYPE: PLLD INTERFACE MODULE POSITION RECORD: TURBINE PLLD 1 REG. UNLEADED #1 5 SPARE 2 REG. UNLEADED #2 6 SPARE 3 PREM. UNLEADED #1 7 SPARE 8 SPARE 4 ADDITIVE '' 3 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: TURBINE /DISPENSER SENSORS 1 PREM. UNL TURB 5 DISPENSER 7/8 2 DISPENSER 1/2 6 DISPENSER 9/10 3 DISPENSER 3/4 7 DISPENSER 11/12 4 DISPENSER 5/6 8 2 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: TURBINE /FILL /ANNULAR SENSORS 1 REG. UNL A ANNULAR 5 REG. UNL B FILL 2 REG. UNL A FILL 6 REG. UNL B TURB 3 REG. UNL A TURB 7 PREM. UNL ANNULAR 4 REG. UNL B ANNULAR 8 PREM. UNL FILL 1 MODULE TYPE: PROBE INTERFACE MODULE POSITION RECORD: TANK LEVEL GAUGES . 1 REG. UNLEADED A 5 SPARE 2 REG. UNLEADED B 6 SPARE 3 PREM. UNLEADED 7 SPARE 4 ADDITIVE 8 SPARE GROUND 0 0 Module Configuration (b•'\ Existing Veeder Root Console Module Configuration E Z% NOT TO SCALE: NEW NEW NEW 0 4A ce Y 0 0 0 0 z 0) J W 0 J Z 00 CC I— 0 00 J Q W CO W� 1-- JD J Q WQ 0 0) 0 I- D CO LIT cc 0 0 0 0 dam" 40 J U LL W Z J 0 cn 0 H V♦ 0 0 LL SSAQUAH, WA 98027 INSTRUCTIONS: NOTE: WHEN TEMPERATURE IS BELOW 50 °F (10 °C), KEEP RESIN IN A WARM PLACE PRIOR TO MIXING (e.g., IN AN INSIDE POCKET NEXT TO BODY). 1. REMOVE GUARD BAG, USING CAUTION NOT TO DAMAGE INNER BAG. 2. GRIP BOTH EDGES OF BAG AT THE CENTER BARRIER, WHILE YOU FLEX AND WRINKLE THE BAG ACROSS THE BARRIER, THIS WILL WEAKEN THE BARRIER. 3. SQUEEZE THE CLEAR SIDE OF THE RESIN, FORCING THE RESIN THROUGH THE CENTER BARRIER. 4. MIX . THOROUGHLY TO A UNIFORM COLOR BY SQUEEZING CONTENTS BACK AND FORTH 25 -30 TIMES. 5. SQUEEZE RESIN TO ONE END OF BAG, AND CUT —OFF OTHER END. 6. SLOWLY INSERT CONNECTION INTO SEALING PACK UNTIL IT FITS SNUGLY AGAINST THE OPPOSITE END. 7. TWIST OPEN END OF BAG AND USE TIE WRAP. TO CLOSE IT OFF, OR WRAP OPEN END OF BAG WITH VINYL ELECTRICAL TAPE AND POSITION THE TAPED END UP UNTIL THE RESIN JELLS. TO CONSOLE OUTER BAG TO SENSOR /PROBE ZIP TIE CABLE JACKET TO BE SEALED INSIDE THE RESIN WIRE NUTS RESIN BAG Veeder Root Splicing Detail NOT TO SCALE: e SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKW ILA SEP 17 2010 PERMIT CENTER v 0 0 0 N .0 0 W C v 0 Y m 0 0 0 n O 0 18215 72ND AVENUE SOUTH N N) 0 cx rn LiJ N N CO CO CO I N N LC) Lc) a>' z N d, 0 r s 0 N W