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ST - 451 COSTCO DR - COSTCO GAS STATION - STORAGE TANKS
TANKS) UNDERGROUND STORAGE TANKS (UST) 1 ABOVE GROUND STORAGE TANKS (AST) 451 COSTCO DR RELATED PERMIT NUMBER(S) 785-14 786-14 114-14 120-12 572-10 524-97 Date: 1/31/14 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Barghausen Consulting Engineers located at 451 Costco Drive 114-14 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install, construct or alter tank vehicles, equipment, tanks, plants, terminals, wells, fuel - dispensing stations, refineries, distilleries and similar facilities where flammable and combustible liquids are produced, processed, transported, stored, dispensed or used per section 105.7.8 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of premises shall reauire a new permit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 BCE #7880 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # M//4i RECEIPT # 2-4/9" DATE RECEIVED: /- 9/--/t( DATE ISSUED: FIRM NAME: Barghausen Consulting Engineers, Inc. PHONE: (425) 251-6222 FIRM ADDRESS: 18215 72nd Avenue South, Kent, WA 98032 JOB SITE: 400 Coscto Drive NUMBER OF TANKS TO BE REMOVED/INSTALLED: 0 INDIVIDUAL TANK CAPACITY (GALS): N/A PRODUCT TO BE STORED: N/A TOTAL AGGREGATE CAPACITY (GALS): N/A NAME OF BUSINESS AT JOB SITE: Costco Gasoline (Loc. No. 6) PERSON IN CHARGE: Dennis Bock PHONE: (425) 313-8100 To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ //0,OV , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31 irimar PIPING REVIEW CITY OF TUKWILA FIRE MARSHAL'S OFFICE 6300 Southcenter Blvd., #209 Tukwila, WA 98188 206-575-4407 Email: FireMarshal@tukwilawa.gov Underground/Aboveground Fuel Tank Removal/Installation Permit To install, alter, remove, abandon, or otherwise dispose of a flammable or combustible liquid tank per International Fire Code 105.7.8. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. You will need to submit the following: 1. A scaled site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. 2. Cut sheets for the tank. Business Name of the Permit Applicant: Costco Wholesale Corporation Applicant's Business Address: 999 Lake Drive City: Issaquah State: WA Zip: 98027 Contact Person: Dennis Bock Telephone: (425) 313-8100 Name of Business at Job Site: Costco Gasoline (Loc. No. 6) Job Site Address: 400 Costco Drive, Tukwila, WA 98188 Number of tanks to be ❑ removed and/or reinstalled: 2 Individual tank capacity (Gals.): 1,500 & 20,000 (New) Total aggregate capacity (gals.): 21,500 (New) + 61,500 (Existing) Product to be stored: Diesel Additive & Diesel How many tanks total: 2 (New) , 4 (Exist'1 ne permit fee is $100.00 per tank. TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # / 20 / Z. RECEIPT # Y77.53-- DATE RECEIVED: .2-7 /2-- DATE ISSUED: FIRM NAME: Barghausen Consulting Engineers, Inc. FIRM ADDRESS: 18215 72nd Avenue South, Kent, WA 98032 PHONE: 425-251-6222 ys�l JOB SITE: .4&8 COSTCO DRIVE, TUKWILA, WA NUMBER OF TANKS TO BE REMOVED/INSTALLED: Automated Retrofit of existing Fuel Additive tank INDIVIDUAL TANK CAPACITY (GALS): existing fuel additive tank is 1,500 gallons PRODUCT TO BE STORED: currently stored: FUEL ADDITIVE (LUBRIZOL) TOTAL AGGREGATE CAPACITY (GALS): existing 1,500 -gallon Fuel Additive tank NAME OF BUSINESS AT JOB SITE: Costco Gasoline (Loc. No. PERSON IN CHARGE: David Rogers, Director of Real Estate Development PHONE: 425-313-8100 To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ 100.0o , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TAN KREMV. PER Rev. 11/1/07 T. IF. D. Form F.P. 31 Date: 12/29/14 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Costco Wholesale Corporation located at 451 Costco Drive 785-14 786-14 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install, alter, remove, abandon or otherwise dispose of a flammable or combustible liquid tank per 105.7.8 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occupancy of premises shall reouire a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 4410,41 Underground TANK AND RELATED CHANGES REVIEW CITY OF TUKWILA FIRE MARSHAL'S OFFICE 6300 Southcenter Blvd., #209 Tukwila, WA 98188 206-575-4407 Email: FireMarshal@tukwilawa.gov boveground Fuel Tank Remova Installation Permit To install, alter, remove, abandon, or otherwise dispose of a flammable or combustible liquid tank per International Fire Code 105.7.8. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. • You will need to submit the following: 1. A scaled site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. 2. Cut sheets for the tank. Business Name of the Permit Applicant: Costco Wholesale Corporation Applicant's Business Address: 999 Lake Drive City: Issaquah State: WA Contact Person: Dennis Bock Zip: 98027 Telephone: (425) 313-8100 Name of Business at Job Site: Costco Gasoline (Loc. No. 6) Job Site Address: 400 Costco Drive, Tukwila, WA 98188 Number of tanks to be n removed and/or reinstalled: 2 Individual tank capacity (Gals.): 1.500 & 20,000 (New) Total aggregate capacity (gals.): 21,500 (New) + 61,500 (Existing) Product to be stored: Diesel Additive & Diesel How many tanks total: 2 (New) '4 (Exist"Ihe permit fee is $100.00 per tank. Norita Deckard City of Tukwila Fire Prevention Bureau 444 Andover Park East Tukwila, WA 98188 CIVIL ENGINEERING, LAND PLANNING, SURVEYING January 30, 2014 HAND SUBMITTAL (206) 575-4407 RE: Piping Permit Application Costco Gasoline — Expansion 400 Costco Drive, Tukwila, Washington 91406 Costco Loc No. 6 / BCE Job No. 7880 Dear Norita: On behalf of Costco Wholesale Corp., Barghausen Consulting Engineers, Inc. is submitting the enclosed documentation for your agency review of the proposed expansion to the existing Costco Gasoline facility referenced above. The expansion of the facility includes a 29- by 88 -foot (2,552 square feet) fueling canopy expansion, three (3) additional multi -product dispensers (MPDs), and the relocation of the existing vent stacks and Arid Technology Permeator. The site will maintain the use of the existing Arid Permeator Tank Pressure Management System in conjunction with the Gilbarco Encore 500s (Gilbarco/Gilbarco Vac Husky V34 6250) dispensers. Upon completion of the expansion, the site will have 11 gasoline dispensers for a total of 22 fueling positions. This remains within the allowable 24 positions noted in Exhibit 2 Permeator AT -150 Item No. 3 (Wayne Vac/Permeator installations shall not exceed a maximum of 24 fueling points.) Enclosed for your review and approval are the following items: 1. One (1) City of Tukwila Fire Department Underground/Aboveground Fuel Tank Removal/Installation Permit form 2. One (1) Barghausen Consulting Engineers, Inc. check in the amount of $100.00, made payable to the Tukwila Fire Department 3. Three (3) copies of the Equipment Cut Sheets 4. Three (3) sets of plans prepared by Barghausen Consulting Engineers, Inc., dated January 20, 2014 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATEFI, WA • LONG BEACH, CA • WALNUT CREEK, CA • SAN DIEGO, CA www.barghausen.com Norita Deckard City of Tukwila Fire Prevention Bureau -2- January 30, 2014 If you have questions or comments, or need additional information, please contact me at ainigues@barghausen.com or at (425) 656-7430. Thank you. Respectfully, M. Alexia Inigues Project Planner MAI/ 7880c.025.doc enc: As Noted cc: David H Rogers, Costco Wholesale Kendall Williams, MulvannyG2 Architecture Jay S. Grubb, Barghausen Consulting Engineers, Inc. John Ellingsen, Barghausen Consulting Engineers, Inc. Chris M. Tebaldi, Barghausen Consulting Engineers, Inc. Norita Deckard City of Tukwila Fire Prevention Bureau 6300 Southcenter Blvd, Suite 209 Tukwila, WA 98188 December 24, 2014 HAND DELIVERY (206) 431-3685 RE: Fire Permit Submittal Costco Wholesale Retail Fueling Facility Diesel Product Addition 451 Costco Drive, Tukwila, Washington 98188 Costco Loc. No. 6 / Our Job No 7880 Dear Norita: CIVIL ENGINEERING, LAND PLANNING, SURVEYING Barghausen Consulting Engineers, Inc. is submitting the enclosed documentation for your agency review of the proposed addition of diesel equipment to the existing Costco Gasoline facility referenced above. This scope of work includes: Installation of one (1) new 20,000 -gallon double wall fiberglass tank for diesel, installation of one (1) new 1, 500 -gallon double wall fiberglass tank for diesel additive, installation of new double wall coaxial product piping, installation of new diesel hardware, and removal of three (3) existing Gilbarco Encore Gasoline -Only dispensers, to be replaced with three (3) new Gilbarco Encore Gasoline + Diesel dispensers. Enclosed for your review and approval are the following items: 1. One (1) completed "Underground Storage Tank Removal/Install Permit Application" for tank related changes 2. One (1) completed "Underground Storage Tank Removal/Install Permit Application" for piping related changes 3. One (1) Barghausen Consulting Engineers, Inc. check, amount to be determined at the time of review, made payable to City of Tukwila Fire Prevention Bureau to cover review fees 4. Three (3) sets of Cut Sheets 5. Three (3) sets of plans prepared by Barghausen Consulting Engineers, Inc., dated December 24, 2014 6. Three (3) copies of Scope of Work Please complete your review as soon as possible. Please contact me (425) 251-6222 if you have any questions or comments. Thank you for your review of this application. MAI/MLW/mh/cb 7880c.043 enc: As Noted cc: David H Rogers, Costco Wholesale Kendall Williams, MulvannyG2 Architecture Jay S. Grubb, Barghausen Consulting Engineers, Inc. Chris M. Tebaldi, Barghausen Consulting Engineers, Inc. Mary L. Weber, Barghausen Consulting Engineers, Inc. 60,-M. Alex' Inigues Projec fanner Respectfully � rum 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com 451 Costco Drive Tukwila, WA 98188 BCE# 7880 Scope of Work Costco Gasoline - Diesel Project (Please see plans for complete Scope of Work) • Install (1) new 20,000 -gallon Double Wall Fiberglass tank for diesel • Install one (1) new 1,500 gallon Double Wall Fiberglass tank for diesel additive • Install new OPW Flexworks double wall coaxial product piping for diesel to existing dispenser sump locations • Install new diesel hardware at three (3) existing dispensers that were previously installed for the future use of diesel • Remove three (3) existing Gilbarco Encore Gasoline -Only Dispensers and replace with three (3) new Gilbarco Encore Gasoline + Diesel Dispensers (for a total of 6 dispensers with diesel and 5 without) • Install new shear valves and flexible connectors at each dispenser sump receiving diesel • Modify existing additive vent rack for the addition of two (2) new vent riser pipes 451 Costco Drive Tukwila, WA 98188 BCE# 7880 Scope of Work Costco Gasoline - Diesel Project (Please see plans for complete Scope of Work) • Install (1) new 20,000 -gallon Double Wall Fiberglass tank for diesel • Install one (1) new 1,500 gallon Double Wall Fiberglass tank for diesel additive • Install new OPW Flexworks double wall coaxial product piping for diesel to existing dispenser sump locations • Install new diesel hardware at three (3) existing dispensers that were previously installed for the future use of diesel • Remove three (3) existing Gilbarco Encore Gasoline -Only Dispensers and replace with three (3) new Gilbarco Encore Gasoline + Diesel Dispensers (for a total of 6 dispensers with diesel and 5 without) • Install new shear valves and flexible connectors at each dispenser sump receiving diesel • Modify existing additive vent rack for the addition of two (2) new vent riser pipes 451 Costco Drive Tukwila, WA 98188 BCE# 7880 Scope of Work Costco Gasoline - Diesel Project (Please see plans for complete Scope of Work) • Install (1) new 20,000 -gallon Double Wall Fiberglass tank for diesel • Install one (1) new 1,500 gallon Double Wall Fiberglass tank for diesel additive • Install new OPW Flexworks double wall coaxial product piping for diesel to existing dispenser sump locations • Install new diesel hardware at three (3) existing dispensers that were previously installed for the future use of diesel • Remove three (3) existing Gilbarco Encore Gasoline -Only Dispensers and replace with three (3) new Gilbarco Encore Gasoline + Diesel Dispensers (for a total of 6 dispensers with diesel and 5 without) • Install new shear valves and flexible connectors at each dispenser sump receiving diesel • Modify existing additive vent rack for the addition of two (2) new vent riser pipes Fueling System Catalog Cut Sheets unaergrouna r rergtass Keinrorcea rtasiic Kr) vouDte- w ail retroieum storage 1 amts Irom L CONTAINMENT SOLUTIONS 5150 Jefferson Chemical Road • Conroe, Texas 77301-6834 Phone (800) 537-4730 • Fax: (936) 756-7766 • Website: www.containmentsolutions.com Double Wall Fiberglass Tanks The inner and outer walls and specifically designed ribs of CSI's double-wall fiberglass tanks act together to form a structural system that has earned the UL 1316 listing as a true double-wall tank. Double -Wall features for environmental safety: L _. L_. L . L. • True double-wall construction means high strength. • Secondary containment provides 360 degrees of protection you can count on. • Tanks are available with dry or wet monitoring of the annular space and will detect leaks in L_ inner and outer walls under all conditions. f' State-of-the-art protection: Our Double -Wall Tanks deliver state-of-the-art protection. CST's advanced double-wall technology gives owners, municipalities, counties and states proven protection against petroleum contamination of underground water supplies. In addition to our UL listing, our tanks comply with the American Petroleum Institute's recommendation for secondary containment systems wherever underground tanks are located within 300 feet of underground water supplies. L As liabilities associated with leaking fuels soar, UL -listed fiberglass Type II Double -Wall Tanks for underground storage applications provide you with your best long-term protection. L . The ultimate in risk management: Don't settle for less than the ultimate in risk management. Type II Double -Wall Tanks give you two levels of protection, so you have twice the assurance and twice the risk management that any single-wall tank can offer. The primary tank is designed to contain your fuel. In the unlikely event that there is a breach in this wall, the secondary wall is designed to contain your product and prevent a spill into the environment. r-• System testing and monitoring: System testing assures you of product tightness. Continued assurance of the integrity of our r, double-wall tanks can be determined by testing at the jobsite – prior to and after installation – to prove the durability and product tightness of both the primary and secondary tanks. With some competitive tanks, the secondary walls or jackets cannot be tested after the tanks have been L - installed. Continuous monitoring and precision tank -testing capabilities are built in. Because it is comforting to be able to test the ongoing integrity of any storage tank, CSI built into each of our double-wall tanks both continuous monitoring and precision tank -testing capabilities. Our Type II Double -Wall Tanks provide a defined annular space to accommodate virtually any type of monitoring method you choose — wet or dry. Our tanks can be supplied with a factory installed Hydrostatic Monitoring System with a brine monitoring fluid. The brine is a dark green color preinstalled in the interstitial space at the factory and is used to perform visual leak testing during shipment and at the jobsite. Hydrostatic Monitoring System: We recommend the Hydrostatic Monitoring System because it offers a leak detection capability that is superior to other methods. It constantly monitors 100% of both the inner and outer walls under all installed conditions. Most steel tanks do not offer this feature. The Hydrostatic Monitoring System can also double as a precision tank test, which has been independently tested and validated to meet EPA precision tank -testing requirements, able to detect leaks as small as 0.1 gallons per hour. The precision tank -testing procedure is easy to perform and consists of a few simple steps. Our fiberglass tanks have been exhumed after 6, 12, 15 and 21 years of gasoline service and have shown no loss in their original (structural) properties. t,+�...//.....,, ,.,.�,:.....�..� .t,,,:.� ..,. /....a...+ /,...a .�..... a F is—..1.1 0/10I' (I L . L. L L L L .J .J . ▪ J .-J unaergrouna rinergiass xemiorcea riastic tcr) vounie-wail retroteum storage canis nom u... rage 1 or 1 Double -Wall Standard Tank Dimensions (DWT -6 Type 11) No. of No. of No. of Hold Nominal 4" NPT 4" NPT No. of Down Tank Nominal Actual Overall Nominal Weight Manway Tank Lift Straps Diameter Capacity Capacity Length Weight w/Brine Fittings Fittings Lugs Required 4' 550 543 6' 7" 690 895 5 N/A 1 2 4' 600 606 7' 3" 750 975 4 1 1 2 4' 1,000 966 11' 1" 950 1,235 4 1 1 2 6' 2,500 2,689 13' 9" 2,060 2,660 5 1 2 2 6' 3,000 3,323 16' 9" 2,475 3,200 4 2 1 2 6' 4,000 3,958 19' 9" 2,700 3,500 3 3 1 2 6' 5,000 5,068 25' 0" 3,050 4,000 3 3 2 4 6' 6,000 6,179 30' 3" 3,400 4,500 3 3 2 4 8' 5,000 4,947 16' 9" 2,850 3,750 5 1 1 2 8' 6,000 5,897 19' 6" 3,400 4,500 4 2 1 2 8' 8,000 7,796 25' 0" 4,200 5,600 3 3 2 4 8' 10,000 9,696 30' 6" 5,000 6,700 3 3 2 4 8' 12,000 11,595 36' 0" 6,000 8,000 3 3 2 4 8' 15,000 14,545 44' 6-1/2" 7,500 10,000 3 3 2 6 10' 10,000 10,257 2011-5,950 7,900 5 1 4 3 1/2" 10' 12,000 11,873 23' 8-1/2" 6,600 9,000 4 2 4 4 10' 15,000 15,104 29' 2-1/2" 8,000 11,500 3 3 4 4 10' 20,000 19,951 37' 5-1/2" 9,900 14,500 3 3 4 6 10' 25,000(1) 24,970 46'0" 11,700 17,500 3 3 4 8 <10.; @30.0001 r29,0 • � 10' 35,000 34,835 62' 9-1/2" 17,000 N/A * 8 8 10' 40,000 39,854 71' 4" 18,500 N/A * 8 10 * Made to order (1) If brine filled, 8 lift lugs installed. .1 • J . J J .J ITEM # 2 hffra•//r.nrn.r n"nfn:mmeanfnntrrfir,nn nnm/nrnt-111n1-a/rrnrinrnrn„n,l im/A.,rrhl,rm lav.o4+ra./rti.a.ti.lm*.nl1 .i: Q/1 Q/7AAC 0 0 10 22" FLGD. MANWAY w/3-4" NPT FTGS. OPTIONAL 42" CONTAINMENT COLLAR 4" NPT FTGS. (3 TYP.) i I ®I ' I� ®0 <I ♦ �;® \\- ,i OPTIONAL R-41 RESERVOIR [--36 1/2"--{ I I I SHELL CODES: 2-EXD1OSD 4" ANNULAR SPACE FTC. 5' 6 1/4" 5' 6" 5' 6" 10" 4' 5" 1' 8 37' 5 1/2" 4' 1 1/2" 6' 10 1/2" 6 1/2" TYP. 5' 6 1/4" - OPTIONAL /4" OPTIONAL 18"x 8" - 18' DEADMAN NOTES: ® HOLD DOWN STRAP CLIP 4 HOLD DOWN STRAP LOCATION 0 TYPE "13" LIFT LUG - SD I TYPE "13" LIFT LUG - HD OPTIONAL 18"x 8" - 18' DEADMAN m it N DWT -6 TYPE II (10')-20000 D"' 8/1/03 DRAWN BY: K.A.SOEDER CAPACITY: 19951 REVISED: rfCONTAINMENT WEIGHT: o y SOLUTIONS 9750/13550 1020DW6S L L L L L L. L CHEMICAL TANK 22" FWD. MANWAY w/5-4" NPT FTGS. DW PTS (WT34) (FV2/15/16) 42/8 "SHORT" WATERTIGHT TANK SUMP p® 4'-0" I.D. 4'-3" O.D. 6'-8 5/8" 8"R 3,-5" 1-24 1/2"-I-24 1/2" 5' 11 1/2" 8'-5 1/2" /2" 24 1/2"-I-24 1/2" 5'-11 1/2" 8' 5 1/2" 16' 11" R-6 RESERVOIR OPTIONAL 12"x 12"x 16' DEADMAN NOTES: ® HOLD DOWN STRAP CLIP 4 HOLD DOWN STRAP LOCATION TYPE "13" LIFT LUG - SD I TYPE "13" LIFT LUG - HD SHELL CODES: 2-E4D102L3 NOTE• TANK WILL CONTAIN ULTRAZOL NOTE: SEE PE -C22.92 NOTE: WILL HAVE / CHEMICAL LINER SPEC: PE -C22.90 SIDE VIEW "UNIVERSAL/ADDITIVE TANK: CALIFORNIA" DWT -6 TYPE II (4')-1500 DATE: 08/17/11 COSTCO DR WN BY: R.MOEN rECONTAINMENT SOLUTIONS CAPACW: 1,514 WEIGHT: DRY/VHC 1150/1500 DWG POWER: 16159.DWG Watertight (WTE) Turbine Enclosures for Fiberglass Reinforced Plastic (FRP) Tanks from Containment Solutions rcor�w1r�� so�.UrIONs CHOOSE YOUR INDUSTRY Petroleum Lubricants / Automotive Water / Wastewater Chemical Service • About CSI • Contact CSI • Links • Search Underground FRP Tanks Accessories: Turbine Enclosures Watertight FRP (WTE) Turbine Enclosure The Watertight FRP Turbine Enclosure (WTE) body is mounted on the tank collar. If a leakproof joint is required, cement the enclosure body to the tank collar using the adhesive kit (Kit AD). (It is recommended that the joint always be cemented.) All turbine enclosures are supplied with adhesive kits. A minimum 36" diameter street box is required with all FRP models to allow the removal of the FRP lid after the turbine enclosure is installed. This also allows the removal of the manway cover. To leak test the turbine enclosure, use a standing water test. DO NOT use an air pressure test. WTE Features: • Suitable for moderately high groundwater conditions • Includes an FRP enclosure body (variable length in 12" increments, 42" or 48" ID) • FRP reducer (42" x 30" or 48" x 30" ID's) with o -ring groove and o -ring gasket • Push -on FRP lid (32.5" OD) with two handles • Enclosure body is field cemented to the tank collar and the reducer is field cemented to the enclosure body using the supplied adhesive kits (Kit AD, two kits required) • Reducer/enclosure body joint is on the exterior of the enclosure body allowing easy field installation of the adhesive without entering the enclosure • Lid compresses the lubricated o -ring when it is pushed onto the reducer top, providing a watertight seal with water up to 12" over the lid • Lid can be pushed into position by standing on the lid - made with a non-skid exterior surface • Lid includes two handles: One is offset to aid in the removal of the lid and the other is centered on the lid • 30" opening allows for the removal of a 22" manway lid (28" OD) • Enclosure must be vented at all times http://www.containmentsolutions.com/products/underground_frp/accessories/turbine/WTE.html (1 of 3)4/20/2004 3:25:12 AM ITEM #4 & 5 . . J . J .J J J Watertight (WTE) Turbine Enclosures for Fiberglass Reinforced Plastic (FRP) Tanks from Containment Solutions SEPARATOR MATERIAL (4184X 48' X 21 rdi FRP REDUCER TURBINE ENCLOSURE BODY FIELD SEALED JOINT FIELD SEALED JOINT 4 CONTAINMENT COLLAR 4-1r TANK WALL Underground FRP Section Navigation: • Underground FRP Overview o History o Manufacture • Accessories o Secondary Containment Collars o Turbine Enclosures • Non -Sealed (NTE) • Watertight (WTE) • Sealed (STE) o Field -installed Piping and Fittings o Anchoring Systems o Tank Ladders o Tank Fittings o Fiberglass Manways • Tanks o Petroleum: Single -Wall o Petroleum: Double -Wall o Petroleum: Triple -Wall o Chemical: Double- and Triple -Wall o Water/Wastewater: Potable o Water/Wastewater: Non -Potable o Water/Wastewater: Landfill Leachate o Water/Wastewater: Septic . -A http://www.containmentsolutions.com/products/underground_frp/accessories/turbine/WTE.html (2 of 3)4/20/2004 3:25:12 AM ITEM #4 & 5 www.opwglobal.com Multi -Port Manhole Water Shroud System Option The new OPW Multi -Port Manhole Water Shroud System (MPWS) is designed to completely isolate surface water and condensation from the tank sump. The MPWS features an injection -molded fiberglass Water Shroud lid that mates to a standard tank sump top hat reducer. This new bolt down design allows even compression to facilitate water -tight sump access. Shroud Boots isolate the spill container buckets using stainless steel band clamps, which provide a tight seal between the water shroud top hat and the underside of the spill container mounting rings. A 6" Sump Inspection Port is provided on each FRP Cover, allowing full inspection access through the Multi -Port Gauge Port. The OPW Water Shroud system is available in 33" and 36" models. The MPWS Water Shroud is sold separately. ITEM #8 Use for Bolt Down Water Shroud Shroud Boot FRP Cover Shroud Boots — Vinyl Plastisol 7 Sump Inspection Port FRP Covers (SIP) — Clear ABS Construction Injection Molded Fiberglass Cover Inspection Port Ordering Specifications Part # Description Rubber Shroud Cap MPWS-33 33" FRP Cover with (2) 5 -gallon Water Shroud Boots & Clamps MPWS-33BD 33" Bolt Down Water Shroud MPWS-33BDD 33" Bolt Down Water Shroud for Diesel MPWS-36 36" FRP Cover with (2) 5 -gallon Water Shroud Boots & Clamps MPWS-39BD 39" Bolt Down Water Shroud Bolt -Down FRP Top Hat Options 203246 42" x 33" FRP Bolt -Down Top Hat 203272 42" x 39" FRP Bolt -Down Top Hat Replacement Parts Description C05223M Shroud Boot Cap to Isolate One FRP Cover Port D02571M 33" FRP Replacement Cover D02586M 36" FRP Replacement Cover D02575M 5 -gallon Shroud Boot H15188M Lower Clamp for 5 -gallon Shroud Boot H15190M Upper Clamp for 5 or 15 -gallon Shroud Boot SIP -6 6" Sump Inspection Port Sight Glass SLPK Gasket and Sealant Kit for Shroud 205181 Lower Clamp for 5 Gallon Shroud 205183 Upper Clamp for 5 Gallon Shroud 72 9393 Princeton -Glendale lioad • Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 ♦ Fax: (800) 421-3297 ©2013 OPW Fueling Components • Contractor -Friendly Installation — studded mounting ring simply bolts together inside the spill containment bucket. No need to align bolt holes in the manhole cover. • Raintight Service — nitrile gaskets on the manhole and spill bucket mounting rings help prevent contamination of the sump area from surface water intrusion. • Highway 20 Load Rating — the rugged diamond plate steel manhole covers, as well as the ductile iron (RT) or aluminum (SC) spill container covers meet H2O Load Rating requirements. • Spill Container and Manhole Positive I.D. System — special recesses cast into spill container covers allow product I.D. tags to be attached to the lids. Matching bucket tags can be affixed to the inside of the spill container to prevent covers from getting switched. • CARB Certified — 500 Series CARB EVR Approved Executive Order #VR -102 • FillNapor Ports — configurations are available to accommodate a single fill riser, dual ports for both a fill and vapor riser, and triple and quad ports for multiple fill and vapor risers. Ports can be supplied with or without containment buckets. • Port Configurations — standard port locations match the popular riser spacings (16" or 24") and bung configurations on underground storage tanks. Custom port locations are easily accommodated. For riser spacings less than 16", old style buckets must be used. www.opwglobal.com'' • Manhole Cover Sizes — standard bolt - down manhole cover diameters of 30" (76 cm), 37" (94 cm), 42" (107 cm) and 48" (122 cm) allow ample access to the sump area. Heavy-duty reinforced lid options are also available upon request. • Spill Container Cover Options — standard spill container options include the patented OPW dam and groove raintight (RT) design and the watertight Sealable Cover (SC) "plumber's plug" design. The raintight cover features a finger -grip lifting facility and an integral seal. The sealable cover features a cam -operated mechanism that expands the seal against the vertical wall of the mounting ring. Both of these water -shedding covers are protected by raised mounting rings. • Fastener Options — two types of fasteners are available to secure the manhole lid and monitoring port to mounting rings. Standard are 5/16"-18 hex head bolts. Optional are OPW Roto -Lock Fasteners. The OPW Roto -Lock system enables a secure, watertight connection without the need to locate threaded bolt holes on the mounting ring. • Custom Multi -Port Manholes — contact your OPW representative. • Powder Coated Rings & Covers — available upon request. • Replacement Covers — see Part Number Configurations at www.opwglobal.com. Listings and Look for this label for CARB EVR Executive Order #VR -102 ..� authentic OPW EVR NYCFD Certified (6571 Series) #5053 Certifications'pasippai Approved products. Florida EQ -145 L 7,. ITEM #8 Multi -Port Manhole Water Shroud System Option* The OPW Multi -Port Manhole Water Shroud (MPWS) system is designed to completely isolate surface water.The MPWS features an injection -molded fiberglass Water Shroud lid that mates to a standard tank sump top hat reducer. Shroud Boots isolate the spill container buckets using stainless steel band clamps, which provide a tight seal between the water shroud top hat and the underside of the spill container mounting rings. A 6" Sump Inspection Port is provided on each FRP Cover, allowing full inspection access through the Multi -Port Gauge Port. The OPW Water Shroud system is available in 33" and 36" models. The MPWS Water Shroud is sold separately. * Only available for use with post 11/03 design "EVR" spill containers. Shroud Boots — Vinyl Plastisol Sump Inspection Port (SIP) — Clear ABS Construction Inspection Port FRP Cover — Injection Molded Fiberglass Cover ©2013 OPW Fueling Components 9393 Princeton -Glendale Road ♦ Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 ♦ Fax: (800) 421-3297 69 r�1 www.opwglobal.com OPW Multi -Port Spill Containment Manholes OPW Multi -Port Spill Containment Manholes provide spill containment for underground storage tank (UST) fill pipes and vapor recovery risers in a completely integrated single manhole package. Multi -ports are installed over the top of tank sumps to preserve future access to the tank top and to facilitate containment of tank bung fittings. OPW offers a vast array of standard multi -port configurations and options, in addition to an almost unlimited ability to provide custom solutions for virtually any spill containment application. FSA400 61JSK See page 59 for ordering specifications on the FSA -400 & 61JSK Replacement Parts Part # Description C05223M Shroud Boot Cap to Isolate One FRP Cover Port D02575M 5 Gallon Shroud Boot SIP -6 6" Sump Inspection Port Sight Glass SIP -4 4" Sump Inspection Port Sight Glass for Quad Port 205181 Lower Clamp for 5 Gallon Shroud 205183 Upper Clamp for 5 Gallon Shroud ITEM #1 0 & 11 Compression Seal Positive Seal Arrangement Prevents Water from Entering Sump Machined Groove Provides Consistent Factory Sealing Surfaces to Prevent Ground Water Ingress Water Shroud Cuff Increased Sealing Surface for Maximum Protection Bolt -Down Shroud Maximum Mechanical Stability for Robust Water -Tight Protection Model Descriptions • OPW 411 Series — features a flush -mounted manhole lid and raised dual dam and groove spill container rings, with P2105 Buckets using OPW 1-2105 Style Slip -On 5 -gallon containers. Base is standard 1" offset from center and can be used for 12", 14", 16" or wider riser spacing. Optional 1 P-2105 Hand Pump available. • OPW 500 Series (511 / 521) EVR Multi -Port — features a flush -mounted manhole lid and raised dual dam and groove spill container ring, with P511-EVR Buckets using OPW 1-2100 Style Thread -On Spill Containers. All Fill Ports in these spill containers feature an enhanced 1 DK-2100-EVR vapor tight drain valve. The Vapor Return Spill Container features a permanent plug in the drain port as per EVR requirements. EVR Multi -Port Thread -On Spill containers are available in Composite or Cast Iron bases with 5 gallon buckets. Drain Valve Spill Bucket & Plug Spill Bucket standard on Dual Ports, Drain Valve Spill Bucket standard on Single Port. • Required for EVR APPLICATIONS — the FSA -400 Threaded Riser Face Seal Adaptor is installed on the fill pipe below the spill container to provide a true sealing for the drop tube flange on the 71S0 overfill prevention valve. The 61S0 and/or 71S0 series valve is installed in the base of the OPW EVR spill container with the patent pending 61JSK jack screw device. This configuration allows liquid in the spill container to be drained directly into the drop tube, thereby isolating the drain valve from the tank ullage, eliminating a notorious leak point in previous systems. Ordering Specifications Part # Description Bolt -Down Water Shroud Options MPWS-33BD 33" FRP Bolt -Down Water Shroud / Includes 203246 - 42" x 33" FRP Bolt -Down Top Hat I Dual Port MPWS-33BDD 33" FRP Bolt -Down Water Shroud 1 Includes 203246 - 42" x 33" FRP Bolt -Down Top Hat 1 Single Port with Shroud Cover MPWS•39BD 39" FRP Bolt -Down Water Shroud I Includes 203272.42" x 39" FRP Bolt -Down Top Hat I Quad Port Bolt -Down FRP Top Hat Options 203246 42" x 33" FRP Bolt -Down Top Hat 203272 42" x 39" FRP Bolt -Down Top Hat 68 9393 Princeton -Glendale Road ♦ Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 • Fax: (800) 421-3297 ©2013 OPW Fueling Components . J • J . J . • Contractor -Friendly Installation — studded mounting ring simply bolts together inside the spill containment bucket. No need to align bolt holes in the manhole cover. • Raintight Service — nitrile gaskets on the manhole and spill bucket mounting rings help prevent contamination of the sump area from surface water intrusion. • Highway 20 Load Rating — the rugged diamond plate steel manhole covers, as well as the ductile iron (RT) or aluminum (SC) spill container covers meet H2O Load Rating requirements. • Spill Container and Manhole Positive I.D. System — special recesses cast into spill container covers allow product I.D. tags to be attached to the lids. Matching bucket tags can be affixed to the inside of the spill container to prevent covers from getting switched. • CARB Certified — 500 Series CARB EVR Approved Executive Order #VR -102 • FillNapor Ports — configurations are available to accommodate a single fill riser, dual ports for both a fill and vapor riser, and triple and quad ports for multiple fill and vapor risers. Ports can be supplied with or without containment buckets. • Port Configurations — standard port locations match the popular riser spacings (16" or 24") and bung configurations on underground storage tanks. Custom port locations are easily accommodated. For riser spacings less than 16", old style buckets must be used. www.opwglobal.com • Manhole Cover Sizes — standard bolt - down manhole cover diameters of 30" (76 cm), 37" (94 cm), 42" (107 cm) and 48" (122 cm) allow ample access to the sump area. Heavy-duty reinforced lid options are also available upon request. • Spill Container Cover Options — standard spill container options include the patented OPW dam and groove raintight (RT) design and the watertight Sealable Cover (SC) "plumber's plug" design. The raintight cover features a finger -grip lifting facility and an integral seal. The sealable cover features a cam -operated mechanism that expands the seal against the vertical wall of the mounting ring. Both of these water -shedding covers are protected by raised mounting rings. • Fastener Options — two types of fasteners are available to secure the manhole lid and monitoring port to mounting rings. Standard are 5/16"-18 hex head bolts. Optional are OPW Roto -Lock Fasteners. The OPW Roto -Lock system enables a secure, watertight connection without the need to locate threaded bolt holes on the mounting ring. • Custom Multi -Port Manholes — contact your OPW representative. • Powder Coated Rings & Covers — available upon request. • Replacement Covers — see Part Number Configurations at www.opwglobal.com. . Listings and Look for this label for t r authentic OPW EVR Certifications smim Approved products. QPWi lA1 1 02013 OPW Fueling Components CARB EVR Executive Order #VR -102 NYCFD Certified (6571 Series) #5053 Florida EQ -145 Multi -Port Manhole Water Shroud System Option* The OPW Multi -Port Manhole Water Shroud (MPWS) system is designed to completely isolate surface water.The MPWS features an injection -molded fiberglass Water Shroud lid that mates to a standard tank sump top hat reducer. Shroud Boots isolate the spill container buckets using stainless steel band clamps, which provide a tight seal between the water shroud top hat and the underside of the spill container mounting rings. A 6" Sump Inspection Port is provided on each FRP Cover, allowing full inspection access through the Multi -Port Gauge Port. The OPW Water Shroud system is available in 33" and 36" models. The MPWS Water Shroud is sold separately. * Only available for use with post 11/03 design "EVR" spill containers. Shroud Boots — Vinyl Plastisol Sump Inspection 1 Port (SIP) — Clear ABS Construction ' Inspection Port FRP Cover— Injection Molded Fiberglass Cover 9393 Princeton -Glendale Road ♦ Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 s Fax: (800) 421-3297 69 www.opwglobal.com OPW MULTI -PORT SPILL CONTAINMENT ORDERING SPECIFICATIONS 6 Product Number E V R (500 Series Only) Do Not Enter "EVR" for old style multiports I FiliNapor Port Bolt Down Model Number Configurations 511 EVR - HDPE Bellows, Thread -On Composite Base, Bolt -Down 561 EVR - HDPE Bellows, Thread -On Cast Iron Base, Bolt -Down 411- HDPE Bellows, Slip -On Composite Base Roto -1 odc Model Number 521EVR - HDPE Bellows, Thread -On Composite Base, Roto -Lock 571EVR - HDPE Bellows, Thread -On Cast Iron Base, Roto -Lock 421- HDPE Bellows, Shp -On Composite Base with Roto -Lock Fasteners Optional Roto -Lock Fastener System The OPW Roto -Lock system enables a secure raintight connection without the need to locate threaded bolt holes on the mounting ring. Optional ACCESSORIES Part # Description A (Dead Center) G o0 (42" Minimum Cover) L� (Offset Single Port) Note: 43 or 49 style Gauge Port must be used if a water shroud is to be used with L style Replacement / Retrofit Manhole RP*- (No Ring / Skirt) *RP cover orders must be accompanied by an up-to-date OPW field survey form. Riser Spacing 00 - Single Port (A Configurations) 16 - 16" Centers 24 - 24" Centers (42" Minimum Cover) Riser Spacing Dimensions O.D. Gauge Port Location 00 - No Gauge Port 40 - Port at 12 o'clock 43 - Port at 3 o'clock 46 - Port at 6 o'clock 49 - Port at 9 o'clock 4M - Port in Center 7X - Flush Mount Port Location Example NOTE: 3M Style gauge port must be used with port in the center of "G" Style I.D. ITEM #1 0 & 11 Manhole Cover Size* 30" (Configurations) 36 - 36" Retrofit Only 37 - 37" 39 - 39" Retrofit Only 42 - 42" 48 - 48" * 42" is standard r O.D. )30 cm) 1*--ID.---•1 Thickness in. cm in. cm in. cm 30 76 2656 68 3/8 0.952 37 94 3456 88 3/8 0.952 42 107 3956 101 1/2 1.27 48 122 4456 113 1/2 1.27 EVR Multi -Ports Thread -On Spill Containers are available in composite or cast iron bases with either 5 or 15 -gallon buckets. (1) Drain Valve Spill Bucket & (1) Plug Spill Bucket standard on Dual Ports. Drain Valve Spill Bucket standard on Single Port. 6511 ROS -4X2 Offset Vapor Riser 4" Threaded, 2" Offset 6511-RB16 12" to 18" Riser Spacer 6511-RB24 20" to 26" Riser Spacer H15144M 4" NPT Nipple, 4" Length H12806M 4" NPT Nipple, 5" Length VPN4X7 4" NPT Nipple, 7" Length VPN4X9 4" NPT Nipple, 9" Length H15271M 4" NPT Nipple, 8" Length H15268M 4" NPT Nipple, 10" Length TC -400 4" Torque Cap for 4" Nipples 6521-XAR37 6521-XAR42 6521-XAR48 36", 37" OR 38" Roto -Lock Adaptor Ring to convert from Bolt Down 39" OR 42" Roto -Lock Adaptor to convert from Bolt Down 48" OR 52" Roto -Lock Adaptor to convert from Bolt Down Offset Adaptor 6511-RB16 Riser Spacer Torque Cap 70 9393 Princeton -Glendale Road • Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 ♦ Fax: (800) 421-3297 4" Nipple ©2013 OPW Fueling Components Spill Container Cover Style** RT - Raintight SC - Sealable Cover 00 - No Ring or Cover RT - Raintight LLa SC - Sealable Cover (Lid in open position) ** Raintight cover is standard Spill Container Capacity*** 00 - No Containment 05 - 5 -Gallon 15 - 15 -Gallon *** 5 -Gallon bucket is standard 411 -5 -gallon (Slip -On) 511.5 -gallon (Thread -On) # Of 1 Ports With Containment 0 1 2 3 4 Powder Coated Manhole Covers R- (1) Red (1) Orange W - (1) White (1) Orange Y-(1)Yellow Old Style Replacement Parts 311/411/511/521 Series Multi -Ports Note: 511/521 parts are for Multi -Ports made prior to Nov. 2003 ALL Part # Description IDK-2100-EVR 511/521 Series Drain Valve P511SC-RING Mounting Ring for SC Cover H13931M Replacement Seal for SC Cover P110 -37G 34"-37" Manhole Gasket P11042G 42" Manhole Gasket P110 -48G 48" Manhole Gasket PROTO-LOCK (1) Roto -Lock P40-ROTOLID Replacement 40 Style Gauge Port Roto -Lock Lid H15240M Replacement Gasket for 40 Style Gauge Port P511 -BK Steel Cover Bolt & Gasket Kit, (4 each) for complete cover P -30L Replacement 30 Style Bolt Down Gauge Port Lid P311 -G Bucket Top Flange Gasket P511-SCBK Spill Bucket SC Ring Kit (4) Bolts, Washers & Gaskets P511BUCKETBOLT Spill Bucket RT Ring Kit (4) Bolts, Washers & Gaskets H15238M Replacement Gasket, 30 Style (Bolt Down) 1-2100-DSH 5 Gallon Fill Bucket with Composite Base and Drain Valve 1 -2100 -PSH 5 Gallon Vapor Bucket with Composite Base and Plug www.opwglobal.com Improved Cover Seal Hand Grip Cover Studded Mounting Ring Eliminates Leak Path No Bolt Hole Alignment in Manhole Cover Current Replacement Parts For New 500 Series EVR Multi -Ports 6511/6521, 6561/571 made post 11/2003 Gasket Seal Eliminates Sealants Part # Description P711-EVRDV Replacement 5 -Gallon Bucket, w/ Drain Valve P711-EVRPL Replacement 5 -Gallon Bucket, w/Plug (Vapor) P761 C-EVRDV Replacement 5 -Gallon Bucket, C.I. Base w/Drain Valve P761C-EVRPL Replacement 5 -Gallon Bucket, C.I. P411-EVRPL Replacement 5 -Gallon Slip -On Bucket P511-15-EVRDV Replacement 15 -Gallon Bucket, Comp Base, WI Drain Valve C05170M Gasket, Spill Bucket & Mounting Ring H15187M Replacement Seal for New Rain Tight Cover Note: New P711 & P761 EVR buckets will only work with New "EVR" Multi -Port covers. (made post 11/2003) See page 73 for replacement rings and covers part numbers. Part # Description 411 P2105BUCKET 411 Replacement Bucket 5 -Gallon Parts 1P-2105 Hand Pump Kit for 411/P2105 P111-WTL Replacement Cover (RT) P111WTL-S Replacement Seal for RT Cover P311 -1R Replacement RT Ring P311-14 RT Ring for 14" Riser P511YBUCKET Replacement Waste Oil Bucket P511-DEVRBUCKET P511 -G14 Replacement 5 -Gallon Bucket with Drain Valve Bucket Top Flange Gasket for Notched Gasket Set P511-PEVRBUCKET Replacement 5 -Gallon Bucket with Plug P511C-DEVRBUCKET Replacement 5 -Gallon Bucket With C.I. Base and Drain Valve 511/ Replacement 5 -Gallon Bucket 521 P511C-PEVRBUCKET With C.I. Base and Plug Parts P511-DEVRB-14 Replacement 5 -Gallon Bucket with Drain Valve 12" & 14" Risers P511-PEVRB-14 Replacement 5 -Gallon Bucket with Plug — 12" & 14" Risers P511 C-DEVRB-14 Replacement 5 -Gallon Bucket W/ C.I. Base, Drain Valve for 12" & 14" Risers P511 C-PEVRB-14 Replacement 5 -Galion Bucket WI C.I. Base, Plug, for 12" & 14" Risers P521-GKIT 521 Multi -Port Complete Gasket Kit P511-GKIT 511 Multi -Port Complete Gasket Kit 02013 OPW Fueling Components 9393 Princeton -Glendale Road • Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 ♦ Fax: (800) 421-3297 71 OPW 106 Identification Marker www.opwglobal.com OPW 106 Identification Markers are used to identify the grade product stored in underground tanks. These markers are easily set in concrete, and once set, are permanent. The letter plate is recessed into the face of the base and fastened with two screws. The raised letters are easy to change when the product is changed. Letters available are P, R, U, SU, X, DL. Numbers 1, 2, 3, 4. OPW 107 Nameplate Holder OPW 107 Nameplate Holders, when secured to storage tank fill pipes, provide a method to permanently identify the product in the tanks. Spill Container Product Identification Tags OPW Color -Coded Spill Container Tags positively and conspicuously identify tanks, preventing costly and dangerous product drop mistakes. Simply "peel and stick" the high -visibility color inserts into the special recesses cast into the spill container cover. Matching bucket tags, supplied with tie wraps, are permanently affixed inside the spill container to help prevent covers from getting switched. Materials Base and anchor shank: Aluminum Letter plate: Cast aluminum Screws (2): Brass Ordering Specifications Product # Fuel Type lbs. kg Product # Fuel Type lbs. kg 106DL-0095 Diesel .43 .20 106UP-0125 Unleaded "Plus" .44 .20 106FL-0100 Fuel Line .44 .20 106X-0200 Extra or Blended .44 .20 106P-0150 Premium .41 .19 106N-1100 I.D. Marker #1 .44 .20 106R-0175 Regular .44 .20 106N-2200 I.D. Marker #2 .44 .20 106SU-0185 Super Unleaded .43 .20 106N-3300 I.D. Marker #3 .44 .20 106U-0125 Unleaded .44 .20 106N-4400 I.D. Marker #4 .44 .20 ITEM #12 Replacement Parts Part # Description H01629M Screw H02211M 106DL Letter Plate H11775M 106FL Letter Plate H01780M 106P Letter Plate H01781M 106R Letter Plate Part # Description H10122M 106SU Letter Plate H07084M 106U Letter Plate H10899M 106UP Letter Plate H01614M 106X Letter Plate Materials Plate: Plated steel Straps: Plated steel Ordering Specifications Product # 107-0300 107-0300 in. 4 4 mm 102 102 lbs. .39 .39 kg .18 .18 Screw Strap Identification Plate (Fumished by Customer) Screw Fas ener Plate 5"r" Features • Unique Fiberglass Embedment Process - ensures that the color identifiers won't scratch, crack, peel, weather or fade, even in gasoline and the harshest of environments. • Compatible - with all OPW 1-2100 Series Spill Containers, including aluminum, cast iron, sealable cover and 101 BG Composite Cover models. Also compatible with 111 Series, Multi -Port Spill Containers and OPW 1O4FG/1O4C Manhole Covers. • Available in All API Product I.D. Designations. PRODUCT Regular Unleaded Mid -Grade Unleaded Premium Unleaded Diesel Vapor Recovery 85% Ethanol (E85) Ultra Low Sulfur PRODUCT DESIGNATIONS COVER I.D. TAG PRODUCT NUM. 3'h" (9 cm) BUCKET I.D. TAG PRODUCT NUM. ©O White wl Black Cross 1TAG-1000 1TAG-1010 Blue w/ White Cross 1TAG-2000 1TAG-2010 Red w/ White Cross 1TAG-3000 1TAG-3010 Yellow Hex 1TAG-4000 1TAG-4010 Solid Orange 1TAG-7000 1TAG-7010 Bronze Diamond / Black letters (E85) 1TAG-CE85 Yellow Hex / Black letter (U) 1TAG-4200 1TAG-BE85 1TAG-4210 74 9393 Princeton -Glendale Road • Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 • Fax: (800) 421-3297 ©2013 OPW Fueling Components . .. 3 . _1 www.opwglobal.com OPW Tight -Fill Top -Seal Adaptors Tight -Fill Top -Seal Adaptors are installed in spill containment manholes on the fill riser pipe from an underground fuel storage tank. They mate with the gravity drop delivery elbow on the transport truck. 88 633T-8076 A B 61SALP-1020-EVR 43134" 124mm 426" 111 mm 516" 140mm 4" Thread ITEM #13 OPW 633T OPW 633T Top -Seal Adaptors thread onto the fill pipe of underground storage tanks, and are designed to mate with top -seal delivery elbows. Use OPW 634TT, 634TE or 634TTP Top -Seal Caps with 633T Adaptors. Features • Easy Installation — integral internal wrenching lugs are provided for installing in the confined space of spill containers. • Manufactured from Durable, Corrosion -Resistant Materials — bronze and hardcoat aluminum. Ordering Specifications • Accommodate 633LC Lock Clamp — 4" x 4" 633T (E) models incorporate dual notches in the base to accept 633LC damps. Elbow Riser A B Replacement Parts Product # Size Thread in. mm in. mm lbs. kg Material Part # Description 633T-8060 3" 3" 319/32 41 1516 92 0.96 .44 Bronze H05289M Gasket 633T-8070 3" 4" 3"122 68 211116 92 0.71 .32 HardcoatedAl. H04150M Gasket 633T-8075 4" 4" 45516. 75 211122 124 0.82 .37 Hardcoated AI. H04150M Gasket 633T-8076 4" 4" 455166 75 217112 124 2.70 1.23 Bronze H04150M Gasket Note: Maximum height of adaptor is 21166' (68mm). OPW 61SA Swivel Adaptor Pressure decay testing of underground storage tank systems has identified the joint between the tight -fill adaptor and the nipple or tank riser as a persistent leak point. Considerable movement takes place along the hose while the fill elbow is connected. Walk -downs and changes from one compartment to another move the hose across the pavement, rotating the elbow along with it. The result can be a loosening of the adaptor. As the adaptor backs off, the seal between it and the nipple is relaxed and a leak path is created allowing vapors to escape to the atmosphere. Vacuum -assist dispensing systems can aggravate this situation due to the slight pressurization of the UST. The 61SA Swivel Adaptor mates with 4" top -seal delivery elbows and features a top section that rotates with hose movement while the bottom section remains securely in place maintaining seal integrity. Features • Dual Seals — ensure a vapor and liquid -tight seal. • Conductive, Self -Lubricating Retaining Rod — ensures maintenance -free, reliable service life. Ordering Specifications Materials • Same Internal Dimension as Standard 633T Adaptors — to minimize pressure drop and maximize flow rates for quick product delivery. Product # Base Adaptor Weight Material Material lbs. kg 61SALP-1020-EVR* Bronze Bronze 7.1 3.2 61SA-Tool** Wrench 11.0 5.0 H09039M Replacement Gasket *Low Profile FM Adaptor **See description on page 89 Adaptor: Bronze Base: Bronze Retaining ring: Conductive nylon Set screws: Stainless steel Seals: Buna-N Listings and Certifications Look for this label for authentic OPW EVR Approved products. t—� USA Patent No. 5,664,951 9393 Princeton -Glendale Road s Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 • Fax: (800) 421-3297 ©2013 OPW Fueling Components www.opwglobal.com OPW 634 Series Tight -Fill Top -Seal Caps Tight -Fill Top -Seal Caps are installed on top -seal adaptors, when not in use, to prevent gasoline vapors from escaping and to prevent water, dust and debris from entering the tank. WM_muLook for this label for authentic OPW EVR �� Approved products. 4IP. W. ) OPW 634TT The OPW 634TT is designed to mate with 4" 633T, 633TE, 61 SA, 633TC, and 633TCP Top -Seal Adaptors. Heavy duty and corrosion resistant, the body is made of Duratuff® to help eliminate rust and oxidation for a long, maintenance - free fife. The toggle lever distributes downward pressure to compress its Buna-N gasket evenly, ensuring a positive, water and vapor -tight seal. The 634TT can be locked with a padlock or wire seal. The OPW 633TE adaptor is similar to the 633T, except it does not have internal wrenching lugs. OPW 634TT - Metal The 634TT-4000 is a metal top -seal cap with the same dimensions as the 634TT-7085. Materials Cap & links: Duratuff® Pins: Stainless steel Gasket: Nitrile Color: Grey Ordering Specifications ITEM #14 Product # in. mm lbs. kg 634TT•7085-EVR 4 102 1.01 .46 Replacement Parts Part # Description H15005M Nitrile Gasket Note: Effective height above adaptor: 1-19132" Materials Cap: Die cast zinc (powder coated black) Lever: Duratuff® Pins: Stainless steel Gasket: Nitrile Ordering Specifications Product # in. mm lbs. kg 634TT-4000 4 102 1.01 .46 Listings and Certifications OPW 634TT & 634LPC Look for this label for 111411 authentic authentic OPW EVR Approved products. OvW. 90 9393 Princeton -Glendale Road ♦ Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 ♦ Fax: (800) 421-3297 ©2013 OPW Fueling Components 6-7 .-J J .J www.opwglobal.com OPW 61T Drop Tube 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. OPW 61TC Coaxial Fill Drop Tubes The OPW 61TC Coaxial Drop Tube is designed to replace an OPW 61T Conventional Drop Tube when Stage I Vapor Recovery is required and a vapor recovery riser pipe is not available on the tank or would require excavation to the top of the tank. The 61TC is used in conjunction with OPW 633TC Coaxial Vapor Recovery Adaptors to return vapors to the tank truck through one riser pipe during a fuel delivery to an underground storage tank. The upper section of the 61TC is tapered to allow vapors to return to the tank truck through the interstitial space between the riser pipe and outside wall of the drop tube. Simultaneously, product is delivered to the tank through the center of the 61TC. OPW 61TCP Poppeted Coaxial Fill Drop Tubes The OPW 61TCP Poppeted Coaxial Fill Drop Tube is similar to the 61TC, but is spring-loaded. When used in conjunction with the OPW 633TCP, the 61TCP acts as a poppet to close off the vapor return side of the coaxial fill tube. 110 61T Features • .062" 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. ITEM #15 Ordering Specifications Drop Tube Length Product # in. mm lbs. kg ft. m 61T-7268 4 102 6.18 2.80 12 3.66 61T-7368 4 102 7.65 3.48 15 4.57 61T-7468 4 102 13 5.9 17 5.19 Replacement gaskets for the 61T-4" and the 61S0 Series are available. Order the OPW 61TG (4000). 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. • Fully Welded Retaining Brackets — ensure a secure installation in the riser pipe. • Three Centering Springs — enable even flow of vapors back to the tank truck. Ordering Specifications Product # Diameter Length Weight in. mm ft. m lbs. kg 61TC-7270 4 102 13 3.05 8.64 3.93 61TC-7272 4 102 16 4.88 13.82 6.28 61TCP-3800 4 102 13 3.96 8.96 4.07 1SC-2100 Spill Container 633TC, or 633TCP 61TC, or 61TCP 4" Riser Pipe Underground Tank 61T Drop Tube Instruction Sheet Order Number: 200652 61TCP-3800 Instruction Sheet Order Number: H12064M 9393 Princeton -Glendale Road • Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 • Fax: (800) 421-3297 02013 OPW Fueling Components OPW 53VML (30MV) Ball Float Vent Valves www.opwglobal.com The OPW 53VML Ball Float Vent Valves protrude into underground storage tanks from OPW 233 Series Extractor Fittings at the Stage I vapor retum 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 53VML Series Ball Float meets the U.S. EPA 90% requirement for product flow restriction into underground storage tanks. 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. Ordering Specifications and Dimensions Product # Pipe Dia. Length (A) Weight in. mm lbs. kg 53VML-0060 2* 6'h 157 2 0.9 53VML-2070 2 7 178 3 1.5 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-3050 3 5 127 5 2.3 53VML-3110 3 11 279 7.6 3.5 53VML-3120 3 12 305 7.7 3.5 *'I,e" Vapor Flow Orifice 30MV-KIT Ordering Specifications Part # Description 30MV-KIT 0 -Ring Ile" Brass orifice insert Materials Pipe Nipple: Steel Coating: Black Duragard® Basket: Stainless steel Ball: Stainless steel 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) Convert your 53VML into the 30MV Ball Float The 30MV Series ball float has the same function as the 53VML, but allows for higher storage capacity in larger volume tanks. The 30MV meets the U.S. EPA 30 -minute warning requirement for product flow restriction in the underground storage tank. Using the Tank Ullage calculation on page 109, convert your desired length 53VML by adding the 30MV-KIT. ITEM #16 53VML 2" 53VML 3" 90mm 53VML/30MV Instruction Sheet Order Number: H14111PA Warning OPW Overfill Waming Systems should only be used on submerged pumping systems, not suction pump systems. For special applications, contact OPW Fueling Components. OPW Overfill Waming Systems should only be used on gravity drop systems. DO NOT use where Pump -Off Unloading or coax fills are used. 108 9393 Princeton -Glendale Road • Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 • Fax: (800) 421-3297 ©2013 OPW Fueling Components Specifying the Proper Length 53VML or 30MV Series Ball Float Step 1: Determine Dimension "X": Consult the tank chart (provided by the tank manufacturer) to determine the distance that corresponds to 10% of the total tank capacity for 53VML or 308 gallons for 30MV. Step 2: Determine Dimension "Y": Measure the dimension from the inside top of the tank to the top of the 4" threaded tank "bung" fitting. Step 3: Add measurements "X" and "Y". Then subtract 1/4" and round up to the nearest length ball float. www.opwglobal.com Tank Ullage Calculator • 30 minutes x 5GPM =150 gallons • Ullage compression rate* is 27% after the ball seats • 150 gallons = .73 (1— ullage compression rate) = 205.48 gallons • 205.48 x 1.5 (OPW recommended safety factor) = 308.22 gallons • Approximately 308 gallons required ullage *Ullage compression rate will vary with head pressure. Tank Manway Mounted Extractor 1.2100-EVR Spill Container ITEM #16 OPW 53VML and 30MV Ball Float Sizing / OPW 89 Extractor Wrench IMPORTANT: Installing the incorrect length OPW 53VML or 30MV Ball Float Vent Valve for your specific application may result in delivery flow restriction at unacceptable levels. Always consult the appropriate tank charts and determine the specifics of your tank installation to determine the appropriate length OPW 53VML or 30MV. The illustration and instructions below are intended to serve as a guide in this determination. Tank Top Mounted Extractor 1-2100-EVR Spill Container 1711T Vapor Recovery Cap 1611 Series Vapor Recovery Adaptor 1711T Vapor Recovery Cap 61VSA-1020-EVR Vapor Recovery Adaptor 400 Series, Face Seal Adaptor 12TpOk—���. Vents , 53VML or t-.. Float Vent Valve Materials Pipe: Extra heavy black iron Handle and Hook: Ductile iron Ordering Specifications Product # Size Wrench Product Compatible 2" 89.0044 233E, 88E Series 02013 OPW Fueling Components 53VML or 30MV, Ball .atV tVal OPW 89 Extractor Wrench The OPW 89 Extractor Wrench is designed to install or remove OPW 53VML and 30MV Ball Float Vent Valves or OPW 233VP and 233VMP Test Plugs in OPW 233, 233V, and 233VM Extractor Fittings. The 89 is also designed to work with the cage assemblies on the 233E Suction Tube Extractor Fitting and 88E Extractable Angle Check Valve in suction system applications. The 89 wrench consists of a 4 foot section of pipe welded to a "T" handle with either 11/2" or 2" hook section. Both the 11/2' and 2" hook sections mate current OPW ball floats and extractable cages; the 11/2' model is designed for some discontinued OPW products. 9393 Princeton -Glendale Road • Hamilton, Ohio USA 45011 • Phone: (800) 422.2525 • Fax: (800) 421.3297 109 1611 & 1612 Series Kamvalok Adaptors Installed onto the 61fSTOP overfill prevention valve. Contains an assembly that automatically closes to help prevent fuel spillage. Ordering Specifications CARB APPROVED AST EQUIPMENT Product # Seal in. mm 1611AN•2040 Direct Fill with Buna seal 2 51 1612AN-2040 Direct Fill with Viton seal 2 51 1611AN-3060 Direct Fill with Buna seal 3 77 1612AN-3060 Direct Fill with Viton seal 3 77 1611AN Adaptor Instruction Sheet Order Number: 204016 www.opwglobal.com internal spring loaded valve Kamvalok° Adaptor for Direct Fill Poppeted Kamvalok® Adaptors The 1611AN Series Kamvalok® Adaptor is installed at the fill pipe and replaces the 633AST. The 1611AN contains an internal spring-loaded valve assembly that automatically closes to help prevent fuel spillage. The 1611AN mates with the 1711D Coupler to open the spring-loaded valve and proceed with a delivery 204016. Ordering Specifications CARB APPROVED AST EQUIPMENT Product # Seal in. mm 1611AN-0200 Remote Fill with Buna Seal 2 51 1611AN-0300 Remote Fill with Buna Seal 3 77 1612AN-0150 Remote Fill with Viton°Seal 1'1: 38 1612AN-0200 Remote Fill with Viton°Seal 2 51 1612AN-0300 Remote Fill with Viton°Seal 3 77 1672AN SS20 2" Stainless Steel Kamvalok° Adaptor 2 51 Poppeted Kamvalok° Couplers 1672AN SS30 3" Stainless Steel Kamvalok° Adaptor 3 77 for Remote Fill * Thread and Kamvalok° same size 1611AN Adaptor Instruction Sheet Order Number: 204016 Poppeted Kamvalokm Couplers The 1711D Series Kamvalok® Couplers are installed on the fuel delivery transport truck hose and mate with the 1611AN Adaptors. The combination of the 1711D and 1611AN enable dry connection and dry disconnection of delivery fittings to help prevent accidental spillage of product. Ordering Specifications CARB APPROVED AST EQUIPMENT Product # Seal in. mm 1711D-1075 Buna 2 51 1711D-1080 Buna 3 77 1712D-1085 Viton• 1'h 38 1712D-1090 Viton° 2 51 1712D-1095 Viton° 3 77 1772D -SS -20 2" Stainless Steel Poppeted Kamvalok° Adaptor 2 51 1772D -SS -30 3" Stainless Steel Poppeted Kamvalok° Adaptor 3 77 Poppeted Kamvalok° Couplers * Thread and Kamvalok same size H32116PA Coupler Instruction Sheet Order Number: 204016 Dust Plugs The 634A Dust Plug is installed in the end of the 1711D, and is designed to help prevent dust, dirt and debris from damaging the internal components of the Coupler. Ordering Specifications Product # Description in. mm 634A-0160 Plugs 1711D or 1712D - 2" Kamvalok° Coupler 2% 64 634A-0180 Plugs 1711D or 17120 - 3" Kamvalok° Coupler 4 103 02013 OPW Fueling Components Dust Plug Spout Kits And Delivery Couplers And Accessories Fuel Delivery Couplers and Accessories are designed to connect fuel delivery transport truck hoses or nozzles to the fill pipe of an aboveground storage tank. OPW 1611AN or 1612AN Kamvalok Adaptor OPW 1711D or 1712D Kamvalok Coupler OPW 211-RMOT Remote Fill Spill Container Typical AST Filling Application Lockable Dust Plug Lockable Dust Caps The 634BK-0090 is a 2" lockable dust cap for the 61fSTOP. It will cap off any 2" 633AST Tank Inlet Spout Adaptor and offers the added feature of being lockable. Ordering Specifications CARB APPROVED AST EQUIPMENT Product # Description in. mm 634BK-0090 Caps 633AST Adaptor 2 51 634BK-0100 Caps 633AST Adaptor 3 77 634BK-0200 Caps 633AST Adaptor 4 103 9393 Princeton -Glendale Road ♦ Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 ♦ Fax: (800) 421-3297 251 . J .J 1 .J www.opwglobal.com Fuel Delivery Couplers And Accessories Fuel Delivery Couplers and Accessories are designed to connect fuel delivery transport truck hoses or nozzles to the fill pipe of an aboveground storage tank. OPW 190 High -Flow Nozzle Kamlok Coupler OPW 633BD OPW 633AST Spout Adaptor'` Pomeco 6221AST AST Spill Container OPW 634B J Dust Cap (covers inlet when not filling) OPW 61fSTOP Overfill Prevention Valve Typical AST Filling Application OPW 190 High -Flow Nozzle OPW 633BD Kamlok Coupler Pomeco 6221AST AST Spill Container OPW 633AST Spout Adaptor OPW 297 Aluminum Spout Typical AST Filling Application Dedicated elm Gauging Port 4 CERTIFIED 9 g, For use with 633AST-OXXX Female NPT Kamlok Gauging Port. Ordering Specifications CARB APPROVED AST EQUIPMENT Product # Description 204247 Dedicated Gauging Port 250 ITEM #18 Kamlok® Couplers The 633BD has a Kamlok® Coupler on one end and external threads on the other end. This coupler should be threaded into an OPW 190 Nozzle and then coupled to the 61fSTOP for filling ASTs. Ordering Specifications ElbowlThread Product # in. mm 633B0-1261 2 x11/2 51 x 38 633B-0150 2 x 2 51 x 51 633B Coupler Tank Inlet Spout Adaptors With Crossbar The 633AST Series Adaptors, with a boss installed across the inlet, are designed to prohibit open -fills. Adaptors are supplied with the 61fSTOP to provide for tight -fills. Ordering Specifications Elbow/Thread Product # in. mm 633AST-2061 2 x 2 51 x 51 633AST-3061 3 x 3 77 x 77 Tank Inlet Spout Adaptors The 633AST is an adaptor that can be threaded onto a 297 Spout. The spout and adaptor assembly may then be attached to a 190 Nozzle equipped with a 633BD Kamlok® coupler for open filling of ASTs when a 61fSTOP is not installed. Ordering Specifications 633AST Spout Adaptor CARB APPROVED AST EQUIPMENT Elbow/Thread Product # in. mm 633AST-0150 1.5 x 1.5 38 x 38 633AST-0200 2 x 2 51 x 51 633AST-0250 2.5 x 2.5 64 x 64 633AST-0300 3 x 3 76 x 76 633AST-0400 4 x 4 102 x 102 366FAST-XXXX, Male Thread Equivelent of Adaptors above 633AST Spout Adaptor Dust Caps The 634B Dust Caps are installed on 633AST Adaptors when not in use to deter dust, debris and water from entering the tank. Ordering Specifications CARB APPROVED AST EQUIPMENT Product # Description in. mm 634B-0140 For 633AST-0150 1-1/2 38 634B-0150 Caps 633AST-2061 or 633AST-0200 Adaptor 2 51 634B-0160 Caps 1611AN-0200 or 633AST-0250 or 1611AN-2040 or 1612AN-2040 Adaptors 2-1/2 64 634B-0170 634B-0180 Caps 61fSTOP (633AST.3061) or 366AST-0300 or 1611AN-3060 or 1612AN-3060 Adaptors 1611AN-0300 Kamvalok®Adaptor or 633AST-0400 Adaptor 3 77 4 103 9393 Princeton -Glendale Road ♦ Hamilton, Ohio USA 45011 • Phone: (800) 422-2525 ♦ Fax: (800) 421-3297 Dust Cap ©2013 OPW Fueling Components PRESSURE DROP - PSI 12 10 8 6 4 2 0 61 f Stop -2" 0 61 71 85 95 112 133 150 FLOW RATE - GPM 61 f Stop -3" 175 200 250 300 350 FLOW RATE - GPM 400 Ordering Specifications and Dimensions A B C D E F Product # Description in. cm in. cm in. cm in. cm in. cm in. cm 61fSTOP-1000 2" Cyl. Float 3 7.6 10 25.4 2 5.1 9 22.4 3% 10 nla n/a 61fSTOP-2000 2" Float Arm 3 7.6 10 25.4 '/: 3.8 5.18 22.4 1' 2 5 6 15.2 61fSTOP-3050 3" Cyl. Float Replacement Parts 2" Product # Description 3 7.6 10'h 27 2 5.1 8 20.3 5'I 13 nla nla C04093M 4" Retaining Collar C04114RS 14" Nipple Replacement Parts 3"' Product # Description D02037M 6" Retaining Collar C04474RS 14" Nipple 2" Schede 40 Pipe N 4" NPT Intemaf ITEM #19 le pple 2" Sched ile 40 Pipe Nipple 61fStop-1000 27'h" C -j— E 61fStop-2000 3 S:.I:edule 4 Pipe Nipple ?r— �6" NPT Internal Threads 61 f Stop -3050 3" Schedule 40 Pipe Nipple CARB APPROVED AST EQUIPMENT A B C D Product # Description in. cm in. cm in. cm in. cm E kVA in. cm 4-• CRRTMED 61 FSTOP-1000T 2" NPT with cylindrical float 10 25.4 2 5.1 9 22.4 3% 10 nla n/a 61FSTOP-20007 2" NPT with float arm 10 25.4 112 3.8 5.18 22.4 131A, 5 6 15.2 61FSTOP•3050T 3" NPT with cylindrical float *Recommended for E85 10'h 27 2 5.1 8 20.3 51h 13 nla nla Replacement Parts 2" Replacement Parts 3" Product # Description Product # Description H12617M Float for 1000 (4 pieces required) C04438M Float (4 pieces required for 3050) 61ARM-2000 Floating Arm Retrofit Kit For 2000 OPW 61 FT Drop Tube The OPW 61 FT Drop Tube is designed to install on the bottom of the 61fSTOP AST Overfill Prevention Valves when a lightweight, longer, lower drop tube is required. Constructed of extruded aluminum, the OPW 61 FT is connected to the bottom of the 61fSTOP by a clevis and cotter pin assembly, and allows for submerged filling of ASTs. Ordering Specifications and Dimensions CARB APPROVED AST EQUIPMENT Product # Description 61FT-0206 2" x 6' Drop Tube Kit 61 FT•0312 3" x 12' Drop Tube Kit 61 FT Drop Tube Instruction Sheet Order Number: H14428PA ..ems.. 4EVR� CERTIFIED -� 2" Schedule 40 Pipe Nipple 61fStop-1000T B 27'h" 61 fStop-20007 3" Schedule 40 Pipe Nipple 61fStop-3050T NOTE: When ordering a CARB EVR Certified OPW 61f STOP, the Fill Adaptor must be ordered separately. 61FSTOP-1000,100M, 200M Instruction Sheet Order Number. H12676M 61FSTOP-2000 Instruction Sheet Order Number. H13337M 61FSTOP-3000, 3050, 305A Instruction Sheet Order Number H13315M 61 FT -0312, 0206 Instruction Sheet Order Number. H14428PA 61FSTOP-1000T, 2000T, 3050T Instruction Sheet Order Number. 203163 vio-frt.144,0-1, 31,N,. 60. Fig. 354 Updraft Vent ITEM #20 J J 1 1 . "Open" vent used on underground and aboveground tanks for petroleum storage tanks. Vent allows the tank to "breathe" during filling and dispensing operations. 1%" and 2" sizes are GARB approved. Vents outward and upward in accordance with NFPA 30. Note: Open vents will allow unrestricted evaporation of product. • Body: Aluminum • Cap: Aluminum • Screen: 40 Mesh Brass Figure 354 Weight Venting Capacity 11/2' .75 lbs 27,650 (CFH) 2" .75 lbs 27,650 (CFH) 3" 1.5 lbs 59,000 (CFH) 4" 2.25 lbs 116,900 (CFH) WARNING: Normal vents such as pressure vacuum and updraft vents for aboveground storage tanks should be sized according to NFPA 30 (2008) 21.4.3 WARNING: DO NOT FILL OR UNLOAD FUEL FROM A STORAGE TANK UNLESS IT IS CERTAIN THAT THE TANK VENTS WILLOPERATE PROPERLY. Morrison tank vents are designed only for use on shop fabricated atmospheric tanks which have been built and tested in accordance with UL 142, NFPA 30 & 30A, and API 650 and in accordance with all applicable local, state, and federal laws. In normal operation, dust and debris can accumulate in vent openings and block air passages. Certain atmospheric conditions such as a sudden drop in temperature, below freezing temperatures, and freezing rain can cause moisture to enter the vent and freeze which can restrict internal movement of vent mechanisms and block air passages. All storage tank vent air passages must be completely free of restriction and all vent mechanisms must have free movement in order to insure proper operation. Any restriction of airflow can cause excessive pressure or vacuum to build up in the storage tank, which can result in structural damage to the tank, fuel spillage, property damage, fire, injury, and death. Monthly inspection, and immediate inspection during freezing conditions, by someone familiar with the proper operation of storage tank vents, is required to insure venting devices are functioning properly before filling or unloading a tank. Morrison Bros. Co NiA. Established 1855 P.O. Box 238 • Dubuque, Iowa 52004-0238 563.583.5701 (tel) • 800.553.4840.563.583.5028 (fax) www . m o r b r o s. c o m Materials Body: Duragard® Coated Cast Iron Cage Assembly: ZA12 Zinc/Alloy (TEE) Features www.opwglobal.com • Duragard® Coated Cast Iron Body — helps prevent rust and corrosion for long service life. • ZA12 ZinclAlloy Cage Assembly — eases installation and removal of ball float vent valves and test plugs. • Precision Machined Threads — help prevent cross threading of the ball float or tank riser pipe. • Compatible with 85% Ethanol (E85) or Methanol (M85) 233 VP Test Plug (H11930 2" CAGE SA) Ordering Specifications Top Thread Outlet Thread Product # in. mm in. CROSS Bottom Thread Weight mm in. mm lbs. kg 233-4420 (Tee)* 4 102 2 51 4 102 Ext 13.89 6.31 233-4430 (Tee)* 4 102 3 76 4 102 Ext 14.06 6.39 233-4422 (Cross)* 4 102 2 x 2 51 x51 4 102 Ext 15.18 6.90 233-4433 (Cross)* 4 102 3 x 3 76 x 76 4 102 Ext 15.54 7.06 233-4432 (Cross)* 4 102 3 x 2 76 x 51 4 102 Ext 17.29 7.86 * Without cage assembly NOTE: Use 0PW89 Extractor Wrenches (See page 109) Replacement Parts OPW 233V and 233VM Part # Description H11930 2" Cage SA 233VP-6046 Test Cap 0013 OPW Feeling Components ITEM #22 OPW 233 Series Extractor Fittings 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. OPW 233 The OPW 233 Extractor Fittings are designed for use with all OPW 53VML Ball Float Vent Valves that include an extractor cage (the OPW 233 does not include an extractor cage). The 233 Extractor incorporates either single -outlet or multiple -outlet threads. OPW 233VP Extractor Test Plug The OPW 233VP Extractor Fitting Test Plug is used on all OPW 233 Series Extractor Fittings. The 233VP incorporates an 0 -Ring above the threads (on the plug) to isolate the tank from the vent piping systems during a tank test. 9393 Princeton -Glendale Road • Hamilton, Ohio USA 45011 + Phone: (800) 422-2525 • Fax: (800) 421.3297 107 • J J . J GR SERIES • FITTINGS OUTLET BODIES GRSS Class I, Div. 1 & 2, Groups C,D Class II, Div. 1 & 2, Groups E,F,G Class III Q Listed - File E10514 ). Certified - 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. :GRSSA Type 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 I. I o/ GRSS/GRSSA CATALOG NUMBER , HUB SIZE NUMBER OF OPENINGS NUMBER OF CLOSE-UP PLUGS FURNISHED KILLARK ALUM. DURALOY 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 -RG GRCEX-0 * Adds 2-7/8' to body 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 D E F G H GRSS-1 1/2' 7 4 3-1/2' 3-1/2" 2-3/8' 2-1/8' 1-3/16" 4-5/8' N/A 1-1/4' 3-1/8' 29 GRSS-2 3/4' 7 4 3-1/2' 3-12' 2-3/8' 2-1/8' 1-3/16" 4-5/8" N/A 1-1/4' 3-1/8' 29 GRSS-3 1' 7 4 3-12' 3-12' 2-3/8' 2-1/8" 1-3/16' 4-5/8' N/A 1-1/4' 3-1/8' 29 GRSSA-1 1/2" 13 5 3-12' 3-1/2" 2-3/8" 2-1/8' 1-3/16' 4-5/8' 2-118' 1-1/4' 3-1/8' 20 GRSSA-2 3/4" 13 5 3-1/2' 3-1/2" 2-3/8' 2-118' 1-3/16' 4-5/8" 2-1/8' 1-1/4' 3-1/8' 20 • no LLIARET Manual No: 576013-306 • Revision: G Item #31 Dispenser Pan Sensors & Containment Sump Sensors Installation Guide n VEEDER-ROOT . J � J . J Item #31 Notice Veeder-Root makes no warranty of any kind with regard to this publication, including, but not limited to, the implied warranties of merchantability and fitness for a particular purpose. Veeder-Root shall not be liable for errors contained herein or for incidental or consequential damages in connection with the furnishing, performance, or use of this publication. Veeder-Root reserves the right to change system options or features, or the information contained in this publication. This publication contains proprietary information which is protected by copyright. All rights reserved. No part of this publication may be photocopied, reproduced, or translated to another language without the prior written consent of Veeder-Root. DAMAGE CLAIMS / LOST EQUIPMENT Thoroughly examine all components and units as soon as they are received. If any cartons are damaged or missing, write a complete and detailed description of the damage or shortage on the face of the freight bill. The carrier's agent must verify the inspection and sign the description. Refuse only the damaged product, not the entire shipment. VEEDER-ROOT'S PREFERRED CARRIER 1. Contact VR Customer Service at 800-873-3313 with the specific part numbers and quantities that were missing or received damaged. 2. Fax signed Bill of Lading (BOL) to VR Customer Service at 800-234-5350. 3. VR will file the claim with the carrier and replace the damaged/missing product at no charge to the customer. Customer Service will work with production facility to have the replacement product shipped as soon as possible. CUSTOMER'S PREFERRED CARRIER 1. It is the customer's responsibility to file a claim with their carrier. 2. Customer may submit a replacement purchase order. Customer is responsible for all charges and freight associated with replacement order. Customer Service will work with production facility to have the replacement product shipped as soon as possible. 3. If "lost" equipment is delivered at a later date and is not needed, VR will allow a Return to Stock without a restocking fee. 4. VR will NOT be responsible for any compensation when a customer chooses their own carrier. RETURN SHIPPING For the parts return procedure, please follow the appropriate instructions in the "General Returned Goods Policy" and "Parts Return" pages in the "Policies and Literature" section of the Veeder-Root North American Environmental Products price list. ©Veeder-Root 2007. All rights reserved. ll Item #31 Table of Contents Figures Introduction Related Manuals 1 Contractor Certification Requirements 1 Safety Symbols 2 Warnings and Important Notes 2 Installing the Dispenser Pan Sensor Installation Hardware 3 Installation Requirements 3 Installation Procedures 4 Installing the Containment Sump Sensor Installation Hardware 8 Installation Requirements 8 Installation Procedures 9 Figure 1. Typical Dispenser Pan Sensor Installation 5 Figure 2. Typical Dispenser Pan Sensor Installation in a Dispenser Containment Sump 5 Figure 3. Solid -State Discriminating Dispenser Pan Sensor Wiring Diagram 6 Figure 4. Discriminating Dispenser Pan Sensor Wiring Diagram 6 Figure 5. Solid -State Dispenser Pan Sensor Wiring Installation Diagram 7 Figure 6. Epoxy Seal Field Wiring Connections 7 Figure 7. Typical Containment Sump Sensor Installation 9 iii :.J .-J J . J Item #31 Introduction This manual contains procedures for the installation or replacement of the following: • Veeder-Root Solid -State Discriminating Dispenser Pan Sensor (P/N 794380-320) • Veeder-Root Discriminating Dispenser Pan Sensor (P/N 794380-322) • Veeder-Root Solid -State Dispenser Pan Sensor (P/N 794390-321) • Veeder-Root Solid -State Discriminating Containment Sump Sensor (P/N 794380-350) • Veeder-Root Discriminating Containment Sump Sensor (P/N 794380-352) • Veeder-Root Solid -State Containment Sump Sensor (P/N 794390-351) The above parts are for the TLS System designed and manufactured by Veeder-Root. This manual assumes all preliminary site preparation is completed, and that field wiring from the monitor to the sensor junction box is in place. Related Manuals If site preparation is necessary, refer to the following manual, or contact your Veeder-Root representative for assistance: 576013-879 577013-879 TLS-3XX Site Prep and Installation Guide TLS-4XX Site Prep and Installation Guide Contractor Certification Requirements Veeder-Root requires the following minimum training certifications for contractors who will install and setup the equipment discussed in this manual: Level 1 Contractors holding valid Level 1 Certification are approved to perform wiring and conduit routing, equipment mounting, probe and sensor installation, tank and line preparation, and line leak detector installation. Level 2/3 Contractors holding valid Level 2 or 3 Certifications are approved to perform installation checkout, startup, programming and operations training, troubleshooting and servicing for all Veeder-Root Tank Monitoring Systems, including Line Leak Detection and associated accessories. Warranty Registrations may only be submitted by selected Distributors. 1 Introduction Item #31 Safety Symbols Safety Symbols The following safety symbols are used throughout this manual to alert you to important safety hazards and precautions. ty, EXPLOSIVE Fuels and their vapors are extremely explo- if ignited. siveSI FLAMMABLE Fuels and their vapors are extremely flammable. `4, ELECTRICITY High voltage exists in, and is supplied to, the device. A potential shock hazard exists. ® TURN POWER OFF Live power to a device creates a potential shock hazard. Turn Off power to the device and associated accessories when servicing the unit. A WARNING Heed the adjacent instructions to avoid equipment damage or personal injury. READ ALL RELATED MANUALS Knowledge of all related procedures before you begin work is important. Read and understand all manuals thoroughly. If you do not understand a procedure, ask someone who does. _ WEAR EYE PROTECTION Fuel spray from residual pressure in the lines can cause serious eye injuries. Always wear eye protection. e INJURY Careless or improper handling of materials can result in bodily injury. tl WARNING Heed the adjacent instructions to avoidVa equipment damage or personal injury. READ ALL RELATED MANUALS of all related procedures before you begin work is important. Read and understand all manuals thoroughly. If you do not understand a procedure, ask someone who does. Warnings and Important Notes A WARNING This product is to be installed lin systems operating near locations where highly combustible fuels or vapors may be present. Fire or explosion resulting in serious injury or death could result if the equipment is improperly installed or modified. Serious contamination of the environment may also occur. 1. Read and follow all instructions in this manual, including all safety warnings. 2. Comply with all applicable codes including: the National Electrical Code; federal, state, and local codes; and other applicable safety codes. 3. Do not alter or modify any component or substitute components in this kit. 4. Substitution of components may impair intrinsic safety. 5. Do not use this component for other systems aside from the TLS Console. Install only as described in this manual. Failure to install this product in accordance with its instructions and warnings will result in voiding of all warranties connected with this product. 2 J .� Item #31 Installing the Dispenser Pan Sensor This section describes the hardware, requirements, and procedures for installing the Solid -State Discriminating Dispenser Pan, Discriminating Dispenser Pan, and Solid -State Dispenser Pan Sensors. Installation Hardware All Dispenser Pan Sensors come with the following installation hardware: • One 12 -Foot Long Cable (including connector) Note: If a longer cable is required, you may order a 20 -foot long cable (for either 2 -wire or 3 -wire sensors) separately. For 2 -wire sensors, order Part No. 331102-001; for 3 -wire sensors, order Part No. 331103-001. • 1 Wiring Kit • Installation Instructions • Mounting brackets are required and must be ordered separately. Use of Veeder-Root Universal Mounting Kit (Part No. 330020-012) is recommended. Table 1. Dispenser Pan Installation Hardware Part Numbers Sensor Cable Part No. Wiring Kit Part No. Solid -State Discriminating Dispenser Pan 331103-002 330020-011 Discriminating Dispenser Pan 331102-002 330020-011 Solid -State Dispenser Pan 331102-002 330020-011 Installation Requirements Before you install each Dispenser Pan Sensor, consider the following important requirements: 1. The sensor should rest in the cup or lowest point of the dispenser pan. 2. It is recommended that the sensor be mounted in a true vertical position to ensure proper operation of the sensor. 3. Ensure that there will be enough room to pull the sensor straight out of the pan if service is required. 3 Installing the Dispenser Pan Sensor Item #31 Installation Procedures Installation Procedures A WARNING This device is installed in equipment where potentially lethal voltages may exist. Electrical shock resulting in serious injury or death may result if power is on during installation and the device is improperly installed. Before installing this device, turn off power to the system. Do not install the dispenser pan sensor if there is any liquid in the dispenser pan. Failure to comply can result in equipment damage or undetected potential environmental and health hazards. 1. Turn OFF power to the TLS Console. 2. Make sure no liquid exists in the dispenser pan. 3. Before removing an existing dispenser pan sensor be sure to mark field wires in the junction box to maintain correct sensor wiring polarity during the replacement procedure. If this is an existing installation where mounting hardware is already in place and only the sensor is being re- placed, omit steps 4 and 6. 4. Install the mounting hardware according to the instructions provided with the Universal Mounting Kit. Refer to either Figure 1: "Typical Dispenser Pan Sensor Installation" or Figure 2: "Typical Dispenser Pan Sensor Installation in a Dispenser Containment Sump" (whichever most resembles your installation). These examples apply to all Solid -State Discriminating Dispenser Pan, Discriminating Dispenser Pan, and Solid -State Dispenser Pan Sensors. Do not attach sensor to flexible product hose! 5. Slide the sensor into the mounting bracket and secure in a vertical position. 6. Install the Cord Grip supplied with the wiring kit in the junction box. 7. Feed the cable through the cord grip on the junction box. Tighten the cord grip nut to ensure a watertight seal at the cable entry. 4 ._J Installing the Dispenser Pan Sensor Item #31 Installation Procedures Brackets, clamp, etc., from Universal sensor mounting kit Weatherproof junction box with 1/2 -inch N.P.T. threads (116 cubic inch volume minimum). Seal -off Rubber grommet seal clamped on inside - or as recommended by dispenser pan manufacturer. sertsorsklpsinsteps *Dispenser pan sensor should: 1. Rest in the cup or the lowest point of the dispenser pan. 2. Be positioned so as to be removable by pulling the sensor straight up out of the pan. 3. Be mounted in a true vertical position. 1/2" Rigid conduit to console Dispenser pan Figure 1. Typical Dispenser Pan Sensor Installation Cord grip Product line Dispenser containment sump IMPORTANT! DO NOT MOUNT SENSOR TO FLEXIBLE PRODUCT LINE. 1 It U -channel Brackets, clamp, etc., from Universal sensor mounting kit Weatherproof junction box with 1/2 -inch N.P.T. threads (16 cubic inch volume minimum). Seal -off Rubber grommet seal 1\7- clamped on inside - or as recommended by dispenser pan manufacturer. 1/2" Rigid conduit to console Dispenser pan sensor* *Dispenser pan sensor should: 1. Rest in the cup or the lowest point of the dispenser containment sump. 2. Be positioned so as to be removable by pulling the sensor straight up out of the pan. 3. Be mounted in a true vertical position. sensors\dispscin.eps Figure 2. Typical Dispenser Pan Sensor Installation in a Dispenser Containment Sump 5 Installing the Dispenser Pan Sensor Item #31 Installation Procedures 8. See subsections below, as each type of sensor has different wiring requirements. In the wiring examples below, rigid conduit is shown between the junction box and the console. However, some sites use direct burial cable between the junction box and the console. a. Solid -State Discriminating Dispenser Pan Sensor (Part No. 794380-320): Using wire nuts, connect the three -wire cable to the field wires in the sensor junction box (Refer to Figure 3). Be sure to observe color codes to maintain proper polarity hookup with the Type B Interface Module in the TLS -350 or TLS -350R Console or to the USM Module in the TLS-4XX Console. To Console ii ii sena«sNadpswir.eps /2" rigid conduit B Red O G Black O A White O Epoxy sealed connections in a weatherproof junction box From Sensor Figure 3. Solid -State Discriminating Dispenser Pan Sensor Wiring Diagram b. Discriminating Dispenser Pan Sensor (Part No. 794380-322): Using wire nuts, connect the two -wire cable to the field wires in the sensor junction box. Field wires connect to the Interstitial Interface Module in the TLS -350 or TLS -350R Console, the USM Module in the TLS-4XX console, or to the appropriate sensor terminals in the TLS -300 Console. (Refer to Figure 4 on page 6.) To Console • sensors\ddpswir.eps Seal -off • O Black /2" rigid conduit O White From Sensor Epoxy sealed connections in a weatherproof junction box Figure 4. Discriminating Dispenser Pan Sensor Wiring Diagram c. Solid -State Dispenser Pan Sensor (Part No. 794380-321): Using wire nuts, connect the two -wire cable to the field wires in the sensor junction box (See Figure 5 on page 7). Be sure to observe color codes to maintain proper polarity hookup with the Type A Interface Module (Part No. 847490-105) in the TLS -350 or TLS -350R Console, or with the USM Module in the TLS-4XX Console. 6 .J Installing the Dispenser Pan Sensor Item #31 Installation Procedures To Console teN sensors \ssdpswir.eps Seal -off /2" rigid 7 - conduit — O Black + O White From Sensor Epoxy sealed connections in a weatherproof junction box Figure 5. Solid -State Dispenser Pan Sensor Wiring Installation Diagram 9. Seal wire nuts with epoxy sealant using one bag for two wire nut connection or three wire nut connection (Figure 6). 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. Open epoxy sealant package, and remove resin pak. 2. Holding resin pak as shown in A, bend pak along long length. 3. As shown in B, firmly squeeze the RED SIDE of the resin, forcing it through the center seal and into BLACK SIDE. C From probe, sensor, or transducer Make sure that the ends of cable sheathing are sub- merged in sealant To console Tie wrap Wire nuts 4. Mix thoroughly to a uniform color by squeezing contents back and forth 25-30 times. 5. Squeeze mixed, warm resin into one end of bag and cutoff other end. 6. Slowly insert wiring connections into sealing pack until they fit snugly against the opposite end as shown in C. 7. Twist open end of bag and use tie wrap to close it off and position the tie wrapped end up until the resin jells. Figure 6. Epoxy Seal Field Wiring Connections consoles\epxy2w.eps 7 Item #31 Installing the Containment Sump Sensor This section describes the hardware, requirements, and procedures for installing the Solid -State Discriminating Containment Sump, Discriminating Containment Sump, and Solid -State Containment Sump Sensors. Installation Hardware All Discriminating Containment Sump Sensors come with the following installation hardware: • One 12 -Foot Long Cable (including connector) If a longer cable is required, you may order a 20 foot long cable (for either 2 -wire or 3 -wire sensors) separately. For 2 -wire sensors, order Part No. 331102-001; for 3 -wire sensors, order Part No. 331103-001. • 1 Wiring Kit • 1 Installation Instructions • Mounting brackets are required and must be ordered separately. Use of Veeder-Root Universal Mounting Kit (Part No. 330020-012) is recommended. Table 2. Containment Sump Installation Hardware Part Numbers Sensor Cable Part No. Wiring Kit Part No. Solid -State Discriminating Containment Sump 331103-002 330020-011 Discriminating Containment Sump 331102-002 330020-011 Solid -State Containment Sump 331102-002 330020-011 Installation Requirements Before you install each Containment Sump Sensor, consider the following important requirements: 1. The sensor should rest in the cup or lowest point of the containment sump. 2. It is recommended that the sensor be mounted in a true vertical position to ensure proper operation of the sensor. 3. The sensor must be positioned as close to the containment sump outer wall as possible. 8 . J 1 Installing the Containment Sump Sensor Item #31 Installation Procedures Installation Procedures A WARNING This device is installed in equipment where potentially lethal voltages may exist. Electrical shock resulting in serious injury or death may result if power is on during installation and the device is improperly installed. Before installing this device, turn off power to the system. ' Installing the float in a sump where water or fuel already exists will result in an immediate alarm. Make sure no liquid is present in the containment sump. Failure to comply can result in equipment damage or undetected potential environmental and health hazards. J J J 1. Turn OFF power to the TLS Console. 2. Make sure no liquid exists in the containment sump. If this is an existing installation where mounting hardware is already in place and only the Containment Sump Sensor is being replaced, omit Step 3. 3. Install the mounting hardware according to the instructions provided with the Universal Mounting Kit (see Figure 7). Do not attach sensor to flexible product line. Submersible pump Containment sump Containment* sump sensor IMPORTANT! DO NOT MOUNT SENSOR TO FLEXIBLE PRODUCT LINE. ill Cord grip I.1 Ell *Containment sump sensor should: 1. Rest in the lowest point of sump. 2. Be positioned as close to outer wall as possible. 3. Be mounted in a true vertical position. Weatherproof junction box with 1/2 -inch N.P.T. threads (16 cubic inch volume minimum) Seal -off 1/2" Rigid conduit to console Product line Brackets, clamp, etc., from Universal sensor mounting kit sensors\cssinst.eps Figure 7. Typical Containment Sump Sensor Installation 9 Installing the Containment Sump Sensor Item #31 Installation Procedures 4. Slide the sensor into the mounting bracket and secure in a vertical position. 5. Install the Cord Grip supplied with the wiring kit in the junction box. 6. Feed the cable through the cord grip on the junction box. 7. Tighten the cord grip nut to ensure a watertight seal at the cable entry. 8. See subsections below, as each type of sensor has different wiring requirements. Although rigid conduit is shown between the junction box and console in the following wiring examples, some sites may use direct burial cable between the junction box and the console. a. Solid -State Discriminating Containment Sump Sensor (Part No. 794380-350): Using wire nuts, connect the three -wire cable to the field wires in the sensor junction box . (Refer to Figure 3 on page 6). Be sure to observe color codes to maintain proper polarity hookup with the Type B Interface Module in the TLS -350 or TLS -350R Console or to the USM Module in the TLS-4XX Console. b. Discriminating Containment Sump Sensor (Part No. 794380-352): Using wire nuts, connect the two -wire cable to the field wires in the sensor junction box (Refer to Figure 4 on page 6). Field wires must connect to the Interstitial Interface Module in the TLS -350 or TLS -350R Console, the USM Module in the TLS-4XX Console, or to the appropriate sensor terminals in the TLS -300. c. Solid -State Containment Sump Sensor (Part No. 794380-351): Using wire nuts, connect the two -wire cable to the field wires in the sensor junction box (Refer to Figure 5 on page 7). Be sure to observe color codes to maintain proper polarity hookup with the Type A Interface Module in the TLS -350 or TLS -350R Console or to the USM Module in the TLS-4XX Console. 9. Seal wire nuts with epoxy sealant using one bag for two wire nut connection or three wire nut connection (Refer to Figure 6 on page 7). 10 J J J J 1 1 1 _J • .J . J VEEDER-ROOT Item #31 For technical support, sales or other assistance, please visit: www.veeder.com Quickly and accurately detect the presence of hydrocarbons or water. Mag Sump Sensor Veeder-Root's Mag Sump Sensor quickly and accurately detects the presence and amount of water and/or fuel in the containment sump or dispenser pan. Using proven magnetostrictive technology to detect the presence of hydrocarbons and water, the station (where allowed) remains in operation when water alone is detected. The sensor has fast reaction and recovery times which both eliminate costly and unwarranted service dispatches and sensor replacements. This fast reaction and recovery time, allows for quick and easy periodic operability testing if required by local agencies. Where continuous monitoring of the sensor position is required by law, site owners are immediately notified if the sensor has been moved from its proper position at the bottom of the containment sump or dispenser pan. Alarm Conditions - Fuel Alarm, Water Warning, Water Alarm, Installation Alarm and Comm. Alarm are indicated by an audible alarm, a displayed message and a printed message on the TLS/EMC console. They are also recorded as a part of the TLS/EMC console Alarm History Report. Temperature Rating Storage: -40 degrees C to + 60 degrees C Operating: -40 degrees C to + 60 degrees C Cable Length: 10 feet Sensor Dimensions: Available in lengths of 12" and 24" (22" and 34" total sensor lengths respectively) Features & Benefits Full protection with comprehensive alarm conditions • Fuel Alarm - triggered when fuel reaches approximately 1.5" in height • Water Warning - triggered when water level reaches approximately 1.7" in height • Water Alarm - triggered when water reaches user defined programmable height • Installation Alarm - triggered when sensor is moved from proper operating position • Comm. Alarm - triggered when there is no communication with the sensor Optional Sump Integrity Testing • Allows for testing of sumps and pans without removal of any equipment Standard Models Form No. Product 857080-111 Gasoline or Diesel Gasoline or Diesel 857080-112 Nominal Sensor Length 12" 24" Sump Integrity Testing Models* 12"" 857080-211 Gasoline or Diesel 857080-212 Gasoline or Diesel Requires V26 or greater software Form No. 330020-012 24"" Description Universal Sensor Mounting Kit Fast fuel and water detection reaction and normal state recovery times • Proven industry accepted magnetostrictive technology • Enables easier and less time consuming periodic operability tests Station up time • If allowed by local regulation, station may not have to shut down if water only is detected • Proper position always monitored to ensure greatest probability of leak detection • Alarm history is maintained for compliance reporting where required Mag Sump Sensors are compatible with the follow- ing consoles with Smart Sensor Card installed, and Version 24 Software or greater. Console TLS-350R/EMC w/BIR TLS -350 Plus/EMC Enhanced TLS-350/EMC For more information call 1-888-561-7942 VEEDER-ROOT © 2007 Veeder-Root Company • 125 Powder Forest Drive • Simsbury, CT 06070 • USA Telephone: 860-651-2700 • Fax : 860-651-2719 • www.veeder.com VR 13752 P/N 0576047-070 Rev.F VR 2/07 Printed in USA Position Sensitive Pan/Sump Sensor ITEM #32 & 98 .J J o u 1 c kly detects the presence of liquid and keeps you in compliance. Provides positive alarm indication of any liquid in underground fuel storage tank sumps or pans. Provides positive alarm indi- cation if the sensor is moved from its installed position on the bottom of the sump. Veeder-Root's Position Sensitive Pan/Sump Sensor detects the presence of liquid in a UST piping sump or dispenser pan while simultaneously detecting sensor position. Liquid presence could mean a dangerous line leak. When the sensor detects liquid, it sends an alarm signal to the TLS console monitor, where both visual and audible built-in alarm indicators immediately identify the location of the problem. You can then quickly take action to help prevent serious safety and environmental problems. Additionally the sensor utilizes a position sensor to detect when it has been moved. A "sensor out" alarm is issued when the sensor is moved from its installed position at the bottom of the sump or pan. This enables the user to quickly and accurately reposition the sen- sor to ensure accurate and consistent leak detection and compliance. Integral position sensor ensures proper placement is maintained. Features • Positive alarm indication of any liquid in underground fuel storage tank piping sumps/pans • Provides a "sensor out" indication if the sensor is moved from contact with bottom of the sump • A direct replacement for an existing Piping Sump Sensor (794380-208) Standard Models • For TLS -350R, TLS -350, TLS -350J, ILS -350, TLS -300i, Red Jacket ProMax/ ProPlus, UST Monitoring Systems • System indicators pinpoint alarm location • Simple to install • Two -wire connection to system monitor Form Number Description 794380-323 Position Sensitive Pan/Sump Sensor- 12 ft cable 331102-001 Optional component: 20' replacement cable 330020-012 Optional component: Universal sensor mounting kit Standard Components Quantity Description 1 Pan/Sump sensor assembly 1 Watertight cord grip 2 Wire nuts 1 Epoxy pack The Series 7943 Position Sensitive Pan/Sump Sensor is compatible with the following consoles: Console Series TLS -350R5 8482 TLS -350* 8470 TLS -350J 8470 ILS -350** 8450 TLS -300i 8485 TLS -300C* 8485 Standard Specifications Power Requirements: Intrinsically safe power supplied by Veeder-Root TLS -350R, TLS -350, TLS -350J, ILS -350, TLS -3001, TLS -300C, TLS -250i, or ILS -250 system Alarm Height: 1 1/2 inch of liquid Temperature Rating: Storage: -40 degrees C to + 70 degrees C Operating: -0 degrees to +60 degrees C *Note: an Interstitial Sensor Interface Module is required for use of the piping sump sensor with the TLS -350 or TLS -350R system. **Note: a Two -Wire Module is required for use of the piping sump sensor with the ILS -350 system. VEEDER-ROOT Ease of installation and proper positioning protects your investment. ITEM #32 & 98 Sensor Detection Capabilities - Alarm Conditions Fuel alarm is triggered when liquid reaches a nominal height of 1-1/2 inches. Sensor Out alarm is triggered when sensor is moved off bottom of the pan/sump. Operating Capabilities • Operating temperature range: 0 to +60°C. • Storage temperature range: -40 to +70°C. • Sensor dimensions: 12" high, 2.2" diameter. Sensor/Cable Length Configurations • Position -Sensitive Sensor w/ 12 foot cable - Form Number 794380-323 • 20' replacement cable with connector - Part Number 331102-001 Sensor Interface Module • TLS -350 Series Consoles (except TLS -350J) - Interstitial Sensor Interface Module (Form Number 847490-102) accepts up to 8 sensors (a maximum of 64 sensors could be monitored by the console). • TLS -350J Console - 3 sensors max. • TLS-300/PC-300 Series Consoles (no Interface Module required) - 8 sensors max. • ILS -350 Console - A Two -Wire Module (Form Number 845190-100) accepts up to 4 sensors (a maximum of 16 sensors could be monitored by the console). Console Software Compatibility • All TLS -350 Series/ILS-300 Consoles • All ILS -350 Consoles Compatible Fuels • Unleaded gasoline • Leaded gasoline • Diesel • Kerosene Typical Position Sensitive Sensor Installation Submersible pump Containment sump —ci Sensor • Jet fuel • Aviation gasoline • 5% methanol/95% unleaded • 15% ethanol/85% unleaded • 15% MTBE/85% unleaded IMPORTANT! Housing must compress position indicator against bottom of the sump or you will have a'Sensor Out' alarm. Cord grip Weatherproof junction box 1111111 — Product line Seal -off 112" Rigid conduit to console Brackets, clamp, etc. from optional Universal sensor mounting kit Incorrect Correct For more information call 1-888-561-7942 VEEDER-ROOT © 2003 Veeder-Root Company • 125 Powder Forest Drive • Simsbury, CT 06070 • USA Telephone: 860-651-2700 • Fax : 860-651-2719 • www.veeder.com VR 13784 P/N 0576047-081 Rev.A VRLP 7/2003 Printed in USA .-j .J J ontainment echnologies orpolration CONTAI NTECHM SECONDARY CONTAINMENT OF 2", 3" AND 4" PETROLEULM PRODUCT PIPING SYSTEMS io:T Kzver3-370W WWW4X5 s 11v ,:sada To,m,;,.r.�xs os=a ami ITEM #33 RETAIL PRICE LIST — CTC No.CTC - 10 DATE 11/1/97 CONTAINMENT PIPE Straight run secondary containment pipe. Can be inserted into all fittings, flexible pipe and other CTC couplings. Comes in 15' sections. TELESCOPING CONTAINMENT PIPE 1 { f TRANSITION COUPLING Part No. For Primary Pipe Pipe Size O.D. Price Per Linear Foot 220300 2" 4.5" $ 5.50 240300 3" & 4" 6.6" 12.00 Two 15' pieces (one sliding within the other for a total of 30'). For Primary Pipe Price Per Part No. Pipe Size O.D. Linear Foot 220200 240200 2" 3" & 4" 3.5" & 4.5" $ 6.10 5.6" & 6.6" 15.00 Coupling to connect telescoping or straight pipe runs. For Primary Unit Part No. Pipe Size Diameter Price Each 3X3C 2" 3" x 3" (straight pipe) $ 9.00 320341 2" 3" x 4" (sliding pipe) 12.00 320342 2" 4" x 4" (straight pipe) 12.00 340361 3" & 4" 5" x 6" (sliding pipe) 50.00 340362 3" & 4" 6" x 6" (straight pipe) 50.00 FLEX FITTING Very flexible Buna-Nitrile fitting can be used as a coupling, as a 90° or 45° fitting. 18" long sold in boxes of 12, 36" long sold in boxes of 6. ';Ii1IiU J•• 1 ��. FLEX BOOT For Primary Unit Part No. Pipe Size Measurement Price Each 450018 2" & 3" 4" x 18" $ 45.00 450036 2" & 3" 4" x 36" 90.00 Very flexible Buna-Nitrile containment boot can be used as flex connector contain- ment, isolation boot, secondary coupling, 90° or 45° fitting. Sold in boxes of 12. For Primary Unit Part No. Pipe Size Measurement Price Each 350030 2" 3" x 30" $ 49.00 350040 2" 3" x 40" 63.00 350030T 2" 3" x 30" 59.00 350040T 2" 3" x 40" 73.00 REDUCERS Buna-Nitrile reducers for flex boots and fittings. Part No. Size Price Each 3001 3" x 1'h" $ 8.00 (1�/ 3001X 3" x 1'h" Hex 9.00 T:11 3002 3" x 2" 8.00 3002X 3" x 2" Hex 9.00 4003 4" x 3" 12.00 . • www.opwglobal.com OPW 110/120 Series Steel Round Manholes OPW 110/120 Series Round Manholes are designed for use in a wide range of service station driveway, industrial and commercial applications. The 110s and 120s are used to provide access to all types of underground equipment, including vapor recovery connections, UST monitoring equipment and submersible pumps. The 120 Series includes Roto -Lock fasteners on 24" and larger manholes. *_irj 314" O—I.D.— Section 1 (See Lid Thickness Dimensions) Hex Head Detail 5/16" Bolt Roto -Lock Detail 314" Hex Replacement Parts Part # Description P110 -8G 8" Replacement Gasket P110 -12G 12" Replacement Gasket P110 -16G 16" Replacement Gasket P110 -18G 18" Replacement Gasket P110 -24G 24" Replacement Gasket P110 -30G 30" Replacement Gasket P110 -37G 37" Replacement Gasket P110 -40G 40" Replacement Gasket P110 -42G 42" Replacement Gasket P110 -48G 48" Replacement Gasket P110-36TEE "T" Handle Cover Lifter PROTO-LOCK (1) Replacement Roto -Lock P110.8L Replacement Cover 8" P110 -12L Replacement Cover 12" P110 -16L Replacement Cover 16" P110 -18L Replacement Cover 18" P110 -24L Replacement Cover 24" P110 -37L Replacement Cover 37" P110 -40L Replacement Cover 40" P110 -42L Replacement Cover 42" P110 -48L Replacement Cover 48" P120 -36L P120 -37L P120 -42L RPHK Replacement Cover 36" Roto -Lock Replacement Cover 37" Roto -Lock Replacement Cover 42" Roto -Lock Replacement Handle 80 Materials Skirt: Galvanized steel Cover: Steel diamond plate Ring: Cast iron or fabricated steel Gasket: Nitrite Features • Standard and Raintight Models Available • — raintight models include Buna-N gaskets and recessed hex -head bolts or Roto -Lock fasteners to help prevent water intrusion. • Wide Range of Sizes — sizes range from 24" to 48" (61 to 122 cm) to accommodate a wide range of applications. Custom sizes and configurations are also available. • ITEM #34 Ordering Specifications Model # Cover 0.D. Description in. cm Easy Cover Removal — an integral recessed handle is included on all raintight and plain manholes 24" and larger. Manholes 42" and larger include dual recessed handles and provision for centered 1/2" - 13 threaded alien head blind plug for easy removal so that a 1/2" -13 eyebolt can be threaded into the hole for easier removal of covers. Highway 20 Rated (H20) — all OPW spill containers and manholes exceed the requirements of the Highway 20 rating. Skirt I.D. Thickness Weight in. cm in. cm lbs. kg Ring 6110-24WT Raintight* 24 61 21'h 55 3/8 9 88 40 Fab. Steel 6110-2410 Standard* 24 61 21'6 55 3/8 9 88 40 Fab. Steel 6110-30WT Raintight* 30 76 27°6 70 112 13 160 73 Fab. Steel 6110-3010 Standard* 30 76 27'6 70 318 9 160 73 Fab. Steel 6110-37WT Raintight* 37 94 34'6 88 1/2 13 178 81 Fab. Steel 6110-3710 Standard* 37 94 34'6 88 318** 9 178 81 Fab. Steel 6110-4010 Standard* 40 102 3756 96 318 9 198 90 Fab. Steel 6110-42WT Raintight* 42 107 39'6 101 112** 13 290 132 Fab. Steel 6110-4200 Standard 42 107 39'6 101 112** 13 290 132 Fab. Steel 6110-48WT Raintight* 48 122 45'6 116 112** 19 390 177 Fab. Steel 6120-24WT Roto -Lock Raintight 24WT* 24 61 22'6 55 318 9 88 40 Fab. Steel 6120-30WT Roto -Lock Raintight 30WT* 30 76 28'6 70 1/2 13 160 73 Fab. Steel 6120-37WT Roto -Lock Raintight 37WT* 37 94 35'6 88 3/8 13 178 81 Fab. Steel 6120-42WT Roto -Lock Raintight 42WT* 42 107 40'6 101 112** 13 290 132 Fab. Steel 6120-48WT Roto -Lock Raintight 48WT* 48 122 46'6 116 112** 19 390 177 Fab. Steel * Recessed Handle ** Reinforced Cover Standard - Plain No Bolts Raintight - Bolt Down Deep skirts available upon request 9393 Princeton -Glendale Road a Hamilton, Ohio USA 45011 a Phone: (800) 422-2525 a Fax: (800) 421-3297 02013 OPW Fueling Components 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 Teaks out of the tank. In both cases, the brine level decreases and the Single -Float Sensor triggers a low level alarm. This product is designed to meet California's requirement for secondary space monitoring for tanks as required by AB 2481. 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 • Clear plastic housing for visual inspection or float operation ITEM #36 J .1 '1 Standard Models Form No. Description 794380-301 Single -Float Hydrostatic Reservoir Sensor 74389-393. Hydrostatic Reservoir Sensor Console Capability The Series 7943 Hydrostatic Reservoir Sensor is comparable with the following consoles: Console Series TLS -350R* 8482 TLS -350* 8470 TLS -3503 8470 TLS -300i 8485 TLS -300C 8485 TLS -250i 7941 *Note: An Interstitial Sensor Interface Module is required for the use of the Hydrostatic Sensors with the TLS -350 Console. ITEM #36 Hydrostatic Sensor Installation Guide ITEM #36 System Description Table 2.- Plastic Riser Cap Kit (P/N 330020-435) Item Qty. Description P/N 1 1 4 -inch riser cap 329992-002 2 1 Cord grip nut 330594-001 3 1 Cord grip bushing 330787-002 4 1 Vent cap 514100-421 Figure 1. Plastic Riser cap kit contents In addition to one of the riser cap types listed above, the Sensor Installation Kit shown in Table 3 is also required: Table 3.- Sensor Installation Kit (P/N 312020-990) Item Qty. Description P/N 1 1 Cord grip group 331028-011 2 1 Sealing pack 514100-304 3 2 Spring connector 576008-461 4 2 Tie wrap 510901-337 4 Submersible Turbine Pumps Intelligent Submersible Turbine Pump Specifications Liquid Compatibility • Max. liquid viscosity: 70 SSU at 60 °F (15 °C). • 1ST models imply alcohol -gasoline compatibility for fuel mixtures containing diesel fuel with up to 20% biodiesel, 100% biodiesel, up to 85% ethanol with gasoline, and 20% MTBE, 20% ETBE or 17% TAME with gasoline. • IST 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 compound. For full diagram see Ordering Guide. Power Requirements IST models can only be powered by a MagVFC"" controller: • 2 hp models can operate with single- or three-phase incoming power supply to the MagVFC'. • 4 hp models require three-phase incoming power supply to the MagVFC— for proper operation. • Incoming power supply to the MagVFC— can be 200-250 VAC, 50 or 60 Hz. • MagVFC"" outputs a three-phase, variable frequency signal, valid for FE Petro variable speed pumps only. • 2 hp max. motor draw: 7 Amps. • 4 hp max. motor draw: 15 Amps. • MagVFC"" max. line draw: 20 Amps. Pump Motor • 2 hp or 4 hp, variable speed, two-stage centrifugal type pump motor with integral, ▪ automatic, thermal overload protection. • Max. flow: 2 hp = 110 gpm, 4 hp = 140 gpm. • Max. pressure: selectable operating pressure on MagVFC"' between 24 psi and 42 psi deadhead. • Available with MagShell", which results in 45% increased flow area around motor. 16 Standard Features • All IST models include variable speed, variable length options and alcohol -gasoline compatibility. • Check valve: 23A" diameter fluorocarbon 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 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. US LISTED ITEM #38 VFranklin Fueling Systems • Intelligent Submersible • Turbine Pump Model ' Designation System A typical turbine model designation has up to five components to define the pump being supplied as follows: 1ST XXXXX Y - .A - B 1ST = Basic Model Designation Note: All IST models include alcohol -gasoline compatibility, variable speed and variable length as part of the base model. XXXXX = Factory Installed Options IST model designations may include one or more of the following characters in alphabetical order: F = Floating suction adapter (11" NPT female adapter) K = Intake filter screen (IFS, factory installed to PMA) M = MagShell'" (flow enhancing, expanded PMA shell) R' = 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 IST models are supplied with standard model check valve (40 psi relief/35 psi reset for MLD, TS-LS300, and TS-LS500). Y = Pump Motor Horsepower Rating'" VS4 = 4 hp variable speed -Note: If not otherwise specified, 2 hp variable speed is implied. A = Model Length 1 = 2 hp variable length, 59"-87" 2 = 2 hp variable length, 90"-151" 3 = 2 hp variable length, 122"-213" VL1 = 4 hp variable length, 64"-92" VL2 = 4 hp variable length, 95"-156" VL3 = 4 hp variable length, 127"-218" Note: IST -2 and ISTVS4-VL2 models fit 94% of all known installations. B = 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 1" increments (additional charge for risers 31" or longer). ITEM #38 Intelligent Submersible Turbine Pumps (variable speed, variable Iength,AG compatible) Model ISTM-1 ISTM-2 ISTM-3 ISTMVS4-VL1 ISTMVS4-VL2 ISTMVS4-VL3 Description 2 hp variable speed with MagShell"" 2 hp variable speed with MagShell" 2 hp variable speed with MagShell" 4 hp variable speed with MagShelr 4 hp variable speed with MagShell" 4 hp variable speed with MagSheIF Model Length" Range 59"-87" 90"-151" 122"-213" 64"-92" 95"-156" 127"-218" Notes: I. Remove "M" from model number for non-MagShell'" pump motor assembly. 2. All above models are compatible with fuel mixtures containing diesel fuel with up to 20% biodiesel, 100% 85% ethanol with gasoline, and 20% MTBE, 20% ETBE or 17% TAME with gasoline. 3. All models are supplied with a standard check valve unless factory option "R" or "W" is specified. 4. All above models can only be powered by a MagVFC". 4 hp models require three-phase incoming power models can be supplied with single- or three-phase incoming power. 5. 4" riser pipe, if supplied locally, must be 41/2" OD by 3/16" WT tubing. '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 IST order) Floating suction adapter, 11/2" NPT female must be factory installed K IFS (intake filter screen) factory assembled to pump motor assembly R Model R check valve, factory installed, for Veeder-Root° PLLD Line Leak W Model W check valve, factory installed, for Red Jacket PPM4000 Line Leak Field Installed Options (intelligent submersible turbine pump specific accessories) biodiesel, up to supply, 2 hp Part Number Description 5874202800 400137908 402459931 402507930 5800300100 MagVFC'", 2 hp or 4 hp variable frequency controller, one required per 1ST Syphon check valve, alcohol -gasoline compatible (when ordered with IST) Model 65 psi check valve (for slave of manifolded ISTs with Veeder-Root® PLLD) Secondary syphon kit (when two syphon (primes are required for one IST) STP-DHI dispenser hook Isolation for 110 volt dispenser handle switches, up to eight each Variable Speed Conversion Kits (AG compatible) 400693905 400693906 402671905 402671906 Kit with AG compatible 2 hp variable speed non-MagShell" (PMAAGVS2) Kit with AG compatible 2 hp variable speed with MagShelr (PMAAGMVS2) Kit with AG compatible 4 hp variable speed non-MagShell" (PMAAGVS4) Kit with AG compatible 4 hp variable speed with MagShell" (PMAAGMVS4) Note: Kits include variable speed pump motor assembly, MagVFC" variable frequency controller, four -wire contractor's plug and installation instructions. Veeder-Root'" is a trademark of Danaher Corporation. Red Jacket'" is a trademark of Veeder-Root Company. 17 r ITEM #39 Submersible Turbine Pumps 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: STP .XXXXX, Y: - A - B STP = Basic Model Designation =OM= Factory Installed Options STP model designations may include one or more of the following characters in alphabetical order: AG = Alcohol -gasoline compatible (100% 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) Y = Pump MotoR Horsepower Rating 33 = 1/3 hp fixed speed 75 = 3/4 hp fixed speed A,= Model Length** VLI = Variable length range #I. VL2 = Variable length range #2. VL3 = Variable length range #3. Note: VL2 models fit 94% of all known installations. B = 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 1" increments (additional charge for risers 31" or longer). 1/3 and 3/4 HP Fixed Speed Submersible Turbine Pump Specifications 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 ITEM #39 20 Submersible Turbine Pumps 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 • • • • • • 111 • • • • • • • • 0 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, 208/230VoIt power supply. Total Head in Feet (Ft) 90 80 70 60 50 40 30 20 I0 3/4 HP Fixed Speed Turbine Performance Chart 80 • • • • • • • • One STP75 3/4 HP Pump • Two STP75 Manifolded 3/4 HP Pumps • • • • • • • • 0 20 40 60 80 100 120 140 Flow in Gal ons 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, 208/230Voit power supply. ITEM #39 Submersible Turbine Pumps 1/3 and 3/4 HP Fixed Speed Submersible Turbine Pumps Model Description Model Length Model Length" Range Number Range STP33-VL I STP33-VL2 STP33-VL3 STP75-VLI STP75-VL2 STP75-VL3 1/3 hp fixed speed 1/3 hp fixed speed 1/3 hp fixed speed 3/4 hp fixed speed 3/4 hp fixed speed 3/4 hp fixed speed VL1 VL2 VL3 VL1 VL2 VL3 55"-83" 86"-147" 118"-209" 57"-86" 88"-149" 120"-212" Alcohol - Gasoline Model Description Model Length Model Length" Range Number Range STPAG33-VLI STPAG33-VL2 STPAG33-VL3 STPAG75-VL I STPAG75-VL2 STPAG75-VL3 1/3 hp AG fixed speed 1/3 hp AG fixed speed 1/3 hp AG fixed speed 3/4 hp AG fixed speed 3/4 hp AG fixed speed 3/4 hp AG fixed speed VL I VL2 VL3 VL1 VL2 VL3 55"-83" 86"-147" 118"-209" 57"-86" 88"-149" 120"-212" 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) Designation Description Floating suction adapter, I-1/2" NPT female, must be factory installed K IFS (intake filter screen), factory assembled to pump motor assembly R Model R check valve, factory installed,forVeeder-Root PLLD Line Leak W Model W check valve, factory installed, for Red Jacket PPM4000 Line Leak Field Installed Options (1/3 and 3/4 hp fixed speed specific accessories) Part Number Description 400137908 400818921 402312921 402312921 402313921 402459931 402507930 5800100215 5800100215 5800300100 Syphon check valve, alcohol -gasoline compatible (when ordered with STP) STP -CBS, single-phase control box with lockout switch, 110Volt coil STP-DHI-SCI, combo DHI with factory wired STP -SCI (when purchased with a 4" STP) STP-DHI-SCI, combo DHI with factory wired STP -SCI (when purchased without a 4" STP)' STP-DHI-CBS, combo DHI with factory wired STP -CBS Model 65 psi check valve (for slave of manifolded STPs with Veeder-Root PLLD) Secondary syphon kit (when two syphon primes are required for one STP) STP -SCI, single-phase smart controller (when purchased without a 4" STP) STP -SCI, single-phase smart controller (when purchased with a 4" STP)' STP-DHI, dispenser hook isolation for 110 Volt dispenser handle switches, up to eight each '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 Manual No: 577013-465 • Revision: T Item # 41 Electronic Line Leak Detectors Application Guide �i VEEDER-ROOT r L . J Item # 41 Notice Veeder-Root makes no warranty of any kind with regard to this publication, including, but not limited to, the implied warranties of merchantability and fitness for a particular purpose. Veeder-Root shall not be liable for errors contained herein or for incidental or consequential damages in connection with the furnishing, performance, or use of this publication. Veeder-Root reserves the right to change system options or features, or the information contained in this publication. This publication contains proprietary information which is protected by copyright. All rights reserved. No part of this publication may be photocopied, reproduced, or translated to another language without the prior written consent of Veeder-Root. © Veeder-Root 2013. All rights reserved. Veeder-Root Line Leak Application Guide IItem # 41 Table of Contents Selecting a Line Leak Detector 1 Line Leak Specifications - Supported Pump Models 1 Specifications and Compatible Fluids Requirements 5 Check Valve Requirements 6 TLS -350 Hardware Required for PLLD Leak Detection 7 Pressurized Line Leak Detector (PLLD) 7 PLLD Modules 7 PLLD Precision Testing Software Module 7 TLS -450 Hardware Required for PLLD Leak Detection 7 Digital Pressurized Line Leak Detector (DPLLD) 7 Modules .... 7 PLLD Precision Testing Frequencies 8 On -Demand (D) 8 Auto (A) 8 Monthly (M) 8 Repetitive (R) 8 PLLD Accessories and Spare Parts for Existing TLS -350 Consoles 8 Hardware Required for WPLLD Leak Detection with TLS -350 Consoles 9 Wireless Pressurized Line Leak Detector (WPLLD) 9 WPLLD Modules 9 WPLLD Precision Testing Software Module 9 WPLLD Precision Testing Frequencies 10 On -Demand (D) 10 Auto (A) 10 Monthly (M) 10 Repetitive (R) 10 WPLLD Accessories & Spare Parts for Existing TLS -350 Consoles 10 Special Installations 11 Manifolded Line Applications 11 Transducer Installation - Red Jacket CPT and Quantum CPT Pumps 11 Transducer Installation - Red Jacket Big -Flo and Maxxum Pumps 12 iii J . J • • . 1 J '1 J Veeder-Root Line Leak Application Guide Item # 41 Selecting a Line Leak Detector This guide helps you to properly configure Veeder-Root's line leak equipment for underground pressurized piping. Note: Since PLLD and WPLLD do not perform leak tests on the pump in all applications, appropriate containment/leak detection must be provided when selecting either of these leak detectors. Veeder-Root offers two types of line leak detectors, each uniquely suited to a particular type of application: • PLLD Pressurized Line Leak Detection • WPLLD Wireless Pressurized Line Leak Detection PLLD and WPLLD eliminate the need to break the product line for installation or service. In addition, WPLLD installs without running new wires. PLLD and WPLLD are the cost-effective choice for most retrofit and new piping installations. Veeder-Root's electronic line leak detectors have been evaluated by a third party in accordance with EPA evaluation proce- dures. Please refer to the test reports in Veeder-Root manual numbers 576013-308 and 576013-866 for the results of these evaluations. FEATURE PLLD WPLLD LINE LEAK DETECTION 3 gph Testing YES YES Precision Testing OPTIONAL OPTIONAL1 Positive Shutdown YES YES 3rd Party Certified YES YES INSTALLATION REQUIREMENTS Requires TLS Console YES YES Installs Without Breaking Piping YES YES Installs Without New Sump YES YES Installs Without New Wires NO YES 1Not available for flexible piping YES X3P150U1Y QS1 - QS3, X3AGP150SIY QS1 - QS3 (1-1/2 HP) Line Leak Specifications - Supported Pump Models (Footnotes explained at end of table) 4 -INCH FIXED SPEED MODELS STP33, STPAG33 (1/3 HP) PLLD WPLLD RED JACKET THE RED JACKET P75U1RJ1 - RJ3, AGP75S1RJ1 - RJ3 (3/4 HP) YES YES P150U1 RJ1 - RJ3, AGP150S1 RJ1 - RJ3 (1-1/2 HP) YES YES X3P150U1 RJ1 - RJ3, X3AGP150S1 RJ1 - RJ3 (1-1/2 HP) YES YES P200U1-3RJ1 - RJ3, AGP200S1RJ1 - RJ3 (2 HP) YES YES QUANTUM P33U1 QS1 -QS3, AGP33S1 QS1 - QS3 (1/3 HP) YES YES P75U1Y QS1 - QS3, AGP75S1Y QS1 - QS3 (3/4 HP) YES YES P150U1Y QS1 - QS3, AGP150S1Y QS1 - 0S3 (1-1/2 HP) YES YES X3P150U1Y QS1 - QS3, X3AGP150SIY QS1 - QS3 (1-1/2 HP) YES YES X5P150U1Y QS1 - QS3, X5AGP150S1Y QS1 - QS3 (1-1/2 HP) NO NO P20001 -3Y QS1 - QS3, AGP200S1-3Y QS1 - QS3 (2 HP) YES YES STANDARD P33R1 T1 - T4 (1/3 HP) YES YES P75S1 T1 - T4 (3/4 HP) YES YES P150S1 T1 - T4 (1-1/2 HP) YES YES X3P150S1 T1 - T4 (1-1/2 HP) YES YES X5P150S1 T1 -T4 (1-1/2 HP) NO NO FE PETRO STP33, STPAG33 (1/3 HP) YES YES STP75, STPAG75 (3/4 HP) YES YES STP150, STPAG150, STPAGH150 (1-1/2 HP) YES YES STP200, STPAG200, STPMR200, STPR200 (2 HP) YES YES STPH200, STPAGH200, STPHMR200, STPHR200 (2 HP) YES YES TOKHEIM 585-13 (1/3 HP) YES NO 585-34 (3/4 HP) YES NO 585-150 (1-1/2 HP) YES NO BENNETT ALL YES NO 1 Veeder-Root Line Leak Application Guide IItem # 41 Line Leak Specifications - Supported Pump Models - Continued 4 -INCH VARIABLE SPEED MODELS PLLD WPLLD RED JACKET STD and AG with CPT (2 HP)2 YES NO QUANTUM P200U202Y QS1 - QS3 CPT (2 HP) YES NO QUANTUM AGP200T202Y QS1 - QS3 CPT (2 HP) YES NO THE RED JACKET P200U20-2RJ1 - RJ3 (2 HP) YES NO THE RED JACKET AGP200T20-2RJ1 - RJ3 (2 HP) YES NO THE RED JACKET VSFC YES NO FE PETRO IST (2 HP) YES NO STP VS2, STPAG VS2 (2 HP) YES NO STPRVS4, ISTVS4 AG YES NO STPMRVS4, ISTMVS4 AG YES NO 6 -INCH HIGH CAPACITY MODELS RED JACKET • BIG-FLO MAXXUM MXP300 (3 HP) YES3 NO MAXXUM MXP500 (5 HP) YES3 NO P100H1 - 1 MB (1 HP) YES4 NO P150H1 - 1HB (1-1/2 HP) NO NO P200H1 - 2MB (2 HP) YES4 NO P200H3 - 2MB (2 HP) YES4 NO P300H3 - 2HB (3 HP) YES4 NO P500H3 - 2K (5 HP) YES4 NO FE PETRO STP3, STPAG3 (3 HP) NO NO STP5, STPAG5 (5 HP) NO NO STP5H (5HP) NO NO APPLICATIONS SIPHON/MANIFOLDED TANKS YES YES MANIFOLDED LINES YES YES ELECTRONIC BLENDERS YES YES MECHANICAL BLENDERS YES NO 1See Site Preparation and Installation manual for supported settings. 2Requires Version X19 or later software and CPT Transducer Adaptor Kit (Red Jacket P/N 144-326-5). 3USER DEFINED pipe type must be used for precision (0.2 and 0.1 gph) testing. 43.0 gph only testing. 2 . _1 Veeder-Root Line Leak Application Guide Item # 41 Supported Pipe Types and Line Lengths* - TLS -350 & TLS -450 Consoles *lengths approved are for 3.0, 0.2, & 0.1 gph line leak tests using single pipe types. For mixed line types with PLLD, see footnote 1. RIGID PIPES PLLD1 WPLLD2 BULK MODULUS3 VOLUME (Feet) (Feet) (PSI) (Gallons/Foot) FIBERGLASS (2 INCH) 10-500 10-500 25,000 0.204 FIBERGLASS (3 INCH) 10-220 10-220 35,000 0.461 STEEL (2INCH) 30-500 30-500 50,000 0.190 COPPER (1 INCH, TYPE K) 10-500 No 55,000 0.041 FLEXIBLE PIPE - ADVANCED POLYMER TECHNOLOGY 1.5 -INCH (P150SC) 20-1100 No 8800 0.092 1.75 -INCH (P175SC) 20-850 No 7400 0.125 2.0 -INCH (P200SC) 20-650 No 5600 0.163 2.5 -INCH (P250SC) 20-430 No 4400 0.255 1.5 -INCH (XP -150 -SC) 20-1100 No 5042 0.092 2.0 -INCH (XP -200 -SC) 20-650 No 5420 0.163 FLEXIBLE PIPE - AMERON DUALOY 3000/FLS III (1.5 INCH) 20-1100 No 5400 0.092 DUALOY 3000/FLS III (2.0 INCH) 20-650 No 7600 0.163 FLEXIBLE PIPE - BRUGG FLEXWELL HL -40 (1.5 INCH) 30-1100 No 33,000 0.092 FLEXIBLE PIPE - ENVIRON GEOFLEX D (1.5 INCH)4 30-1100 10-500 14,500 (5700) 0.092 GEOFLEX D (2 INCH)4 30-650 No 11,0004 (4500) 0.163 GEOFLEX D (3 INCH) 30-300 No 4100 0.367 GEOFLEX PLUS D (1.5 INCH) 30-1100 10-500 16,500 0.092 FLEXIBLE PIPE - FLEXWORKS C15 (1.5 INCH) 30-1100 10-500 14, 500 0.092 C20 (2.0 INCH) 30-650 No 11,000 0.163 C30 (3.0 INCH) 30-300 No 4100 0.367 FLEXIBLE PIPE - FURON OPW PISCES - SINGLE WALL SP15 (1.5 INCH) 30-1100 No 9000 0.092 SP20 (2 INCH) 30-650 No 7000 0.163 OPW PISCES • DOUBLE WALL CP15 (1.5 INCH) 10-1100 No 11,650 0.092 CP15DW (1.5 INCH) 30-1100 No 5400 0.092 CP20 (2 INCH) 30-650 No 7600 0.163 WESTERN FIBERGLASS - DOUBLE WALL COFLEX (1.5 INCH)5 10-1100 No 14,5005 (5400) 0.092 COFLEX (2 INCH)5 30-650 No 11,0005 (7600) 0.163 FLEXIBLE PIPE - NUPI SMARTFLEX SMARTFLEX (1.5 INCH) 20-1100 No 8600 0.092 SMARTFLEX (2.0 INCH) 20-650 No 15,000 0.163 TSMA - TSMAH - SINGLE WALL 1.5 INCH 30-1100 No 18100 0.092 2INCH 30-650 No 17200 0.163 3 INCH 30-300 No 16200 0.367 TSMAX P - SINGLE WALL 1.5 INCH 30-1100 No 21500 0.092 2INCH 30-650 No 20700 0.163 3INCH 30-300 No 19400 0.367 3 Veeder-Root Line Leak Application Guide Item # 41 Supported Pipe Types and Line Lengths* - TLS -350 & TLS -450 Consoles (Continued) *lengths approved are for 3.0, 0.2, & 0.1 gph line leak tests using single pipe types. For mixed One types with PLLD, see footnote 1. FLEXIBLE PIPE • NUPRI (Continued) PLLD1 WPLLD2 BULK MODULUS3 VOLUME (Feet) (Feet) (PSI) (Gallons/Foot) TSMAD - DOUBLE WALL 1.5 INCH 30-1100 No 18900 0.092 2INCH 30-650 No 12500 0.163 3 INCH 30-300 No 28200 0.367 TSMAXPD-DOUBLE WALL 1.5 INCH 30-1100 No 15500 0.092 2INCH 30-650 No 9200 0.163 3 INCH 30-300 No 27800 0.367 FLEXIBLE PIPE - PETROTECHNIK PETROTECHNIK UPP EXTRA (63 mm) 20-650 No 11,500 0.163 FLEXIBLE PIPE • TOTAL CONTAINMENT ENVIROFLEX RETRACTABLE PIPE PP1500 (1.5 INCH) 10-1100 10-500 2400 0.092 PP1501 (1.5 INCH) 10-1100 10-500 3500 0.092 PP1502 (1.5 INCH) 10-1100 No 7300 0.092 PP1503 (1.5 INCH) 10-1100 No 2500 0.092 PP2500 AND PP2501 (2.5 INCH) No No PP2502 (2.5 INCH ) 10-430 No 8700 0.255 PP2503 (2.5 INCH) 10-430 No 3100 0.255 OMNIFLEX COAXIAL PIPE CP1501 (1.5 INCH) 10-1100 10-500 13,000 0.092 CP1503 (1.5 INCH) 10-1100 No 4500 0.092 CP2503 (2.5 INCH) 20-430 No 3900 0.255 1Mixed Piping Types with PLLD: Using software Version 23 or later, PLLD is certified for 3 gph-only testing for line volumes up to 212 gallons; and for 0.2/ 0.1 gph testing for line volumes up to 110 gallons. To determine the line volume for mixed piping types, multiply the line length (in feet) times the 'gallons/ foot' value for each pipe type and add the results. For example, site has 150 feet of 2" fiberglass and 50 feet of 3" fiberglass pipe: Total line volume = [150 x 0.204] + [50 x 0.461] = 30.6 + 23.1 = 53.7 gallons 2The 0.2 and 0.1 gph line leak tests cannot be run on flex piping with WPLLD. 3Bulk Modulus entry is only applicable to TLS -350 consoles w/software Version 23 or later. Refer to TLS -350 System Setup manual (V -R P/N 576013-623) for programming instructions. 4Geoflex piping produced prior to 2001 has a lower bulk modulus than the current product. For this piping (pre -2001) use the values in (). For 2001 piping and later, you must set the correct Bulk Modulus in the "User Defined" menu. 5Western Fiberglass COFLEX piping produced prior to 2005 has a different bulk modulus than the current product. For piping produced prior to 2005, use the values in ( ). 4 J ., Veeder-Root Line Leak Application Guide Item # 41 Specifications and Compatible Fluids Requirements The table below lists Veeder-Root Line Leak Detector specifications. SPECIFICATION OPERATING TEMP: PLLD -25 TO +130°F WPLLD -25 TO +130°F COMPATIBLE FUELS: UNLEADED GASOLINE LEADED GASOLINE 5% METHANOL / 95% UNLEADED 0 - 100% ETHANOL 10% ETHANOL/90% UNLEADED 15% MTBE / 85% UNLEADED DIESEL KEROSENE JET FUEL AVIATION GASOLINE UNLEADED GASOLINE LEADED GASOLINE 5% METHANOL / 95% UNLEADED 10% ETHANOL/90% UNLEADED 15% MTBE/85% UNLEADED DIESEL KEROSENE JET FUEL AVIATION GASOLINE LINE FLOW RATE: 120 GPM MAX. W/SWIFTCHECK VALVE 120 GPM MAX. W/SWIFTCHECK VALVE OPERATING RANGE: 0 - 70 PSI 0 - 70 PSI PROOF PRESSURE: 200 PSI 200 PSI MAX. VERTICAL PIPELINE HEIGHT ABOVE TRANSDUCER: 11 FEET 11 FEET MINIMUM PUMP OUTPUT PRES- SURE* 23 psi 23 psi *Pump output pressure should be a minimum of 4 psi above the check valve's relief pressure. All Veeder-Root Line Electronic Leak Detectors require a TLS -350 and TLS-4XX Console with installed system software ver- sions shown in the table below. LINE LEAK DETECTOR TYPE PLLD WPLLD TLS -350 REQUIRED SYSTEM SOFTWARE VERSION 7 OR HIGHER VERSION 12 OR HIGHER TLS-4XX REQUIRED SYSTEM SOFTWARE VERSION 1 OR HIGHER NOT AVAILABLE Veeder-Root recommends that system software for the console be upgraded to the latest version when installing any new hard- ware. For TLS -350 Consoles, when installing Version 19 software and subsequent releases, PLLD or WPLLD must be specified and customer must upgrade to ECPU2 if not already installed. See Accessories/Upgrades section of price book or your local Veeder-Root authorized distributor for details. 5 Veeder-Root Line Leak Application Guide IItem # 41 Check Valve Requirements PLLD and WPLLD require certain check valves or Pressurstat assemblies to be installed on the pump. Use of non -compatible check valves can result in loss of leak detection performance. SUPPORTED PUMPS CHECK/RELIEF VALVE TYPE 3.0 GPH ONLY TESTING (REQ'D. KIT) 3.0, 0.2, 0.1 GPH TESTING (REQ'D. KIT) ADDITIONAL REQ'D. PARTS FOR MANI— FOLDED LINES (SINGLE TANK W/ 2 STPs, OR 2 OR MORE TANKS W/ STP IN EACH) PLLD Applications The Red Jacket None Required 848480-001 (TLS -350) 848480-001 (TLS -350) Check Valve for Each Slave Pump P/N 410153-002 848480-004 (TLS -450) 848480-004 (TLS -450) (See illustration in Note 1 below) Quantum (All Models) Red Jacket SpikeCheck Valve (Factory 848480-001 (TLS -350) 848480-001 (TLS -350) Red Jacket Quantum SpikeCheck Valve, Non -PSI (See Note 2 below) Installed) 848480-004 (TLS -450) 848480-004 (TLS -450) Relief Valve, Required for Each Slave Pump, P/N 388 - Red Jacket SpikeCheck Valve (Field Only 848480-001(TLS-350) 848480-001 (TLS -350) 081-5 (Field Installed Only) Installed) P/N 388-080-5 848480-004 (TLS -450) 848480-004 (TLS -450) Red Jacket Pressurstat Assembly. 848480-001 (TLS -350) Not supported Non -Vented SwiftCheck Valve for Each Slave Pump 848480-004 (115-450) kit , P/N 330020-416 SwiftCheck 848480-003 (TLS -350) 848480-003 (TLS -350) 848480-005 (TLS -450) 848480-005 (TLS -450) Standard (All Models) SwiftCheck 848480-003 (TLS -350) 848480-003 (TLS -350) Non -Vented SwiftCheck Valve for Each Slave Pump 848480-005 (TLS -450) 848480-005 (TLS -450) kit , P/N 330020-416 Red Jacket Functional Element Assembly 848480-001 (TLS -350) ------- Not supported ----- 848480-004 (TLS -450) Red Jacket SpikeCheck Valve (Field 848480-001 (TLS -350) 848480-001 (TLS -350) Red Jacket Standard SpikeCheck Valve, Non -PSI Installed Only) P/N 410557-001 848480-004 (TLS -450) 848480-004 (TLS -450) Relief Valve, Required for Each Slave Pump, P/N 410557-002 (Field Installed Only) Maxxum Big -Flo None Required 848480-001 (TLS -350) 848480-001 (TLS -350) See Note 5 below. 848480-004 (TLS -450) 848480-004 (TLS -450) (See Note 4 below) FE Petro FE Petro Model R P/N 400988932 and 848480-001 (TLS -350) 848480-001 (TLS -350) Non -Vented SwiftCheck Valve for Each Slave Pump Replacement 0 -ring for the Valve Housing 848480-004 (TLS -450) 848480-004 (TLS -450) kit, P/N 330020-416 ---- OR ---- (See Note 5 below) FE Petro 65 psi Relief Check Valve (FE P/N 402459931) (See Note 6 below) Tokheim & Bennett SwiftCheck 848480-003 (TLS -350) 848480-003 (TLS -350) Non -Vented SwiftCheck Valve for Each Slave Pump 848480-005 (TLS -450) 848480-005 (TLS -450) kit, P/N 330020-416 WPLLD Applications The Red Jacket None Required 849490-006 849490-006 Check Valve for Each Slave Pump, P/N 410153-002 (See illustration in Note 1 below) Quantum (All Models) Red Jacket SpikeCheck Valve (Factory 849490-005 849490-005 Non -Vented SwiftCheck Valve for Each Slave Pump (See Note 2 below) Installed) (Except CPT) (Except CPT) kit, P/N 330020-416 Red Jacket Pressurstat Assembly 849490-005 Not supported (Except CPT) Standard (All Models) SwiftCheck 849490-002 849490-002 (Except CPT) (Except CPT) Red Jacket Functional Element Assembly 849490-003 Not supported (Except CPT) FE Petro FE Petro Model R P/N 400988932 and Replacement 0 -ring for the Valve Housing 849490-001 849490-001 Non -Vented SwiftCheck Valve for Each Slave Pump kit, P/N 330020-416 --- OR ---- (See Note 6 below) FE Petro 65 psi Relief Check Valve (FE P/N 402459931) (See Note 6 below) NOTES: 1. The Veeder-Root High Pressure Check Valve (P/N 410153-002) is shown below: High pressure relief valve has 'H' stamped on underside of poppet valve 2. For Red Jacket Quantum pumps, the SpikeCheck is the preferred check valve type. 3. For Red Jacket Quantum pumps, the SpikeCheck is the preferred check valve type. 4. 0.2/0.1 gph testing is supported for the Maxxum pump, but you must select 'User Defined' as the pipe type during PLLD setup. 5. If maximum pump pressure is NOT a minimum of 5 psi below the pressurstat relief setting, then a check valve must be installed in the discharge line of the slave pump (see "Manifolded Line Applications" on page 11). 6. Veeder-Root does not warrant the performance of FE Petro's Model check valve or 65 psi relief check valve. 6 Veeder-Root Line Leak Application Guide Item # 41 TLS -350 Hardware Required for PLLD Leak Detection Pressurized Line Leak Detector (PLLD) Order one per line. MODEL NO. ITEM 848480-003 PRESSURIZED LINE LEAK DETECTOR WITH SWIFTCHECK VALVE 848480-001 PRESSURIZED LINE LEAK DETECTOR WITHOUT SWIFTCHECK VALVE PLLD Modules • TLS-350/TLS-350 Plus/TLS-350R Consoles - Leak Detection for up to 6 Lines One Pressurized Line Leak Detector Interface Module is required per console. Order PLLD Controller modules as required - one Controller module monitors up to 3 lines. MODEL NO. ITEM J 330843-001 J J SIX INPUT PRESSURIZED LINE LEAK INTERFACE MODULE (MAXIMUM 1 PER CONSOLE) 330374-001 PRESSURIZED LINE LEAK CONTROLLER MODULE (MAXIMUM 2 PER CONSOLE) • TLS -350J Consoles - Leak Detection for up to 4 Lines One 'J' PLLD Interface Module is required per console. Order PLLD Controller modules as required - one Controller mod- ule monitors up to 3 lines. MODEL NO. ITEM 330843-002 'J' PLLD INTERFACE MODULE (MAXIMUM 1 PER CONSOLE) 330374-001 PRESSURIZED LINE LEAK CONTROLLER MODULE (MAXIMUM 2 PER CONSOLE) PLLD Precision Testing Software Module Precision line leak detection capability (0.2 gph / 0.1 gph) requires one SEM (Software Enhancement Module) for the console that must be ordered separately from the table below. Not required for 3.0 gph only line leak detection capability. TESTING OPTION TLS-350/TLS-350J/ TLS-350PLUS/TLS-350R WITHOUT BIR (SEM P/N) TLS -350R WITH BIR (SEM P/N) ULTIMATE TESTING 330160-010 330160-110 RISK MANAGEMENT 330160-060 330160-160 BASE COMPLIANCE 330160-050 330160-150 3.0 GPH INCLUDED' INCLUDED' 'A SEM is not required for 3 GPH only testing. TLS -450 Hardware Required for PLLD Leak Detection Digital Pressurized Line Leak Detector (DPLLD) - Order one per line. Modules MODEL NO. ITEM 848480-004 PRESSURIZED LINE LEAK DETECTOR WITHOUT SWIFTCHECK VALVE 848480-005 PRESSURIZED LINE LEAK DETECTOR WITH SWIFTCHECK VALVE MODEL NO. ITEM 332812-001 UNIVERSAL SENSOR MODULE 332813-001 INPUT/OUTPUT MODULE 7 Veeder-Root Line Leak Application Guide IItem # 41 PLLD Precision Testing Frequencies On -Demand (D) Testing can be initiated manually through the TLS Console. Auto (A) Tests will run repetitively until a passing test is achieved. Once a passing test is achieved, testing will stop and recommence six months from the date of the last passing test. Monthly (M) Tests will run repetitively until a passing test is achieved. Once a passing test is achieved, testing will stop and recommence the first calendar day of the next month. Repetitive (R) Tests will run repetitively according to pre-programmed time intervals. Refer to the matrix below to determine which precision testing option best meets your needs: TESTING OPTION 0.2 GPH TESTS 0.1 GPH TESTS ULTIMATE TESTING D, M, R D, A, R RISK MANAGEMENT D, M, R D, A BASE COMPLIANCE None 0, A PLLD Accessories and Spare Parts for Existing TLS -350 Consoles The following PLLD accessories and spare parts are available: MODEL NO. ITEM 331014-001 SWIFTCHECK VALVE (INSTALLS IN THE PUMPS MECHANICAL LEAK DETECTOR PORT) 847490-109 SIX INPUT PLLD INTERFACE MODULE (THROUGH -HOLE MOUNT) - REPLACEMENT ONLY 847490-110 SIX INPUT PLLD INTERFACE MODULE (SURFACE MOUNT) 331689-001 NON -VENTED SWIFTCHECK Note: The through -hole mount, six input PLLD Interface Module (P/N 847490-109) is for repair/replacement in existing consoles only. Spare 847490-109 modules are shipped with complete installation and programming instructions and not pre-installed in con- soles. Customers that require replacement of PLLD Interface Modules should replace like for like, i.e. through -hole mount PLLD Interface Modules for through -hole mount PLLD Interface Modules. Surface mount PLLD Interface Modules are NOT inter- changeable with through -hole mount PLLD Interface Modules. 8 , ._1 .a -J Veeder-Root Line Leak Application Guide Item # 41 Hardware Required for WPLLD Leak Detection with TLS -350 Consoles Wireless Pressurized Line Leak Detector (WPLLD) Order one per line. MODEL NO. ITEM 849490-001 WPLLD KIT - FOR FE PETRO PUMPS1 849490-002 WPLLD KIT WITH SWIFTCHECK VALVE - FOR RED JACKET PUMPS (EXCLUDING QUANTUM)2 849490-003 WPLLD KIT - 3 GPH ON RED JACKET PUMPS (EXCLUDING QUANTUM)3 849490-004 WPLLD KIT W/O SWIFTCHECK VALVE FOR RED JACKET PUMPS (EXCLUDING QUANTUM) 849490-005 WPLLD KIT - FOR RED JACKET QUANTUM PUMPS4 849490-006 WPLLD KIT - FOR THE RED JACKET PUMP 1Contains Line Leak Sensor, and installation kit for FE Petro pumps. Requires FE Petro Model R Check Valve, P/N 400988932. 2Contains Line Leak Sensor, SwiftCheck valve, and installation kit for Red Jacket pumps. 3Supports 3 GPH testing only. Contains Line Leak Sensor, and installation kit for Red Jacket pumps. Requires Red Jacket's Functional Element Assembly models 323- 001-5 or 323-002-5. Does not support precision (0.2 GPH or 0.1 GPH) line testing. 4Contains Line Leak Sensor and installation kit for Red Jacket Quantum pumps. Requires purchase of SpikeCheck valve, P/N 388-080-5, from Red Jacket. WPLLD Modules One of each module from the table below is required. Order additional WPLLD Controller modules (P/N 330841-001) as required - each Controller module monitors up to 3 lines. MODEL NO. ITEM 330874-001 WPLLD AC INTERFACE MODULE (MAXIMUM 1 PER CONSOLE) 330883-001 COMMUNICATIONS MODULE (MAXIMUM 1 PER CONSOLE) 330841-001 WPLLD CONTROLLER MODULE (MAXIMUM 3 PER CONSOLE') 'Maximum of 2 WPLLD Controller module per TLS -350J console WPLLD Precision Testing Software Module Precision line leak detection capability (0.2 gph / 0.1 gph) requires one SEM (Software Enhancement Module) for the console that must be ordered separately from the table below. Not required for 3.0 gph-only line leak detection capability. TESTING OPTION TLS-350/TLS-350J/ TLS-350PLUS/ TLS -350R (W/O BIR) (SEM P/N) TLS -350R (WITH BIR) (SEM P/N) ULTIMATE TESTING 330160-010 330160-110 RISK MANAGEMENT 330160-060 330160-160 BASE COMPLIANCE 330160-050 330160-150 3.0 GPH INCLUDED* INCLUDED' *A SEM not required for 3 gph testing. 9 Veeder-Root Line Leak Application Guide Item#41 1 WPLLD Precision Testing Frequencies On -Demand (D) Testing can be initiated manually through the TLS 350 Console or by programming a date and time into memory. Auto (A) Tests will run repetitively until a passing test is achieved. Once a passing test is achieved, testing will stop and recommence six months from the date of the last passing test. Monthly (M) Tests will run repetitively until a passing test is achieved. Once a passing test is achieved, testing will stop and recommence the first calendar day of the next month. Repetitive (R) Tests will run repetitively according to pre-programmed time intervals. Refer to the matrix below to determine which precision testing option best meets your needs: TESTING OPTION 0.2 GPH TESTS 0.1 GPH TESTS ULTIMATE TESTING D, M, R D, A, R RISK MANAGEMENT D, M, R D, A BASE COMPLIANCE NONE D, A WPLLD Accessories & Spare Parts for Existing TLS -350 Consoles The following WPLLD accessories and spare parts are available: MODEL NO. ITEM 330020-290 WIRELESS REPLACEMENT TRANSDUCER FOR RED JACKET PUMPS 330020-291 WIRELESS REPLACEMENT TRANSDUCER FOR FE PETRO PUMPS 330773-001 SWIFTCHECK VALVE FOR WPLLD 330841-001 WPLLD CONTROLLER MODULE 330874-001 WPLLD AC INTERFACE MODULE 330883-001 WPLLD COMMUNICATIONS MODULE 331689-001 NON -VENTED SWIFTCHECK 10 J • Veeder-Root Line Leak Application Guide IItem # 41 Special Installations Manifolded Line Applications PLLD and WPLLD leak detection systems can handle product lines supplied by multiple tanks and pumps, to a maximum of 8 tanks and pumps per product line. Standard line leak sensing and check valve equipment should be installed at the primary pump. To perform 0.2 and 0.1 gph tests, a non -vented SwiftCheck valve (P/N 330020-416), or new Red Jacket 65 psi relief valve (P/N 410153-002),or SpikeCheck Valve Non -PSI Relief Valve for Standard Pump (P/N 410557-002), or FE Petro 65 psi Relief Check Valve (FE P/N 402459931) should be installed on each of the other pumps supporting the manifolded product line. The Non - Vented SwiftCheck Valve is rated to a maximum 70 gpm. NOTE: For 5 HP Maxxum pumps in diesel, an addtional in-line check valve with no pressure relief should be installed on the `Slave' pump to prevent backflow. A relay on a Four -Relay module or I/O Combination module (TLS -350) or I/O Module (TLS -450) must be available to control each secondary pump. The standard line leak modules will provide pump control output for the primary pump and the "Pump In" signal for the set. A typical manifolded line installation for PLLD is shown below: Flexible Pipe with Swivel or Union PLLD Sensor/ SwiftCheck Valve Assembly To Dispensers t Ball Valve Ball Valve Flexible Pipe with Swivel or Union Warning Tag Master Pump plldvnfdtanks.eps Lower Numbered Tank Higher Numbered Tank Non -Vented SwiftCheck Valve (if req'd.) Slave Pump Transducer Installation - Red Jacket CPT and Quantum CPT Pumps This installation procedure is to be used with Red Jacket CPT and Quantum CPT Pumps. 1. Install the Red Jacket CPT Transducer Adapter Kit (Red Jacket part number 144-326-5) following the instructions with the kit. Thread the PLLD transducer in the mechanical LLD port of the pump. IMPORTANT! Seal any pipe threads using a UL -classified, nontoxic pipe sealant suitable for the fuel involved. The figure below illustrates two PLLD transducer installations in Red Jacket CPT pumps - consult "Check Valve Require- ments" on page 6, to determine what check valve you will need to install to perform your intended level of testing. 2. Verify that the TLS -350 Console has Version x19 or later (TLS -450 has Version 1 or later) software. Veeder-Root Line Leak Application Guide Item # 41 3. Verify that the CPT Controller has Version 1.02 or later software installed. 4. Locate red switch bank labeled S1 on the CPT's Controller CPU board, and verify that dip switch 2 is set to the Closed position (to enable the PLLD precision line leak function), and dip switch 8 is set to the Open position (to disable the CPTs line leak function). 5. Verify that the Rotary Pressure Dial, also on the CPT's Controller CPU board, is set to either the 2 (24 psi), 3 (27 psi), 4 (30 psi), 5 (33 psi), or 6 (36 psi) position. PLLD transducer in SwiftCheck Valve Functional Element Red Jacket Standard CPT Red Jacket Quantum CPT Transducer Installation - Red Jacket Big -Flo and Mmocum Pumps BIG-FLO PUMPS 1. You will need to install a reducing tee (customer supplied) in either of the 3 -inch discharge ports of the pump with the 2 - inch opening facing up. If you have the room, it may be easier to install this tee between the Pressurstat kit and the unused port instead of in the discharge line (as shown in the figure below). Alternatively, the PLLD transducer can be installed in the leak detector port of a Big -Flo leak detector if it is already present in the line (as shown in the figure below). 2. Install the Red Jacket Big -Flo Pressurstat Kit (Red Jacket part number 144-314-5) following the instructions with the kit. 3. Thread the PLLD transducer into the 2 -inch opening of the tee. IMPORTANT! Seal any pipe threads using a UL -classified, nontoxic pipe sealant suitable for the fuel involved. 4. Verify that the TLS -350 Console has Version x19 or later (TLS -450 has Version 1 or later) software. 12 , ._� J J J J _J Veeder-Root Line Leak Application Guide Item # 41 OPTIONAL INSTALLATION EXAMPLE 3/4 " NPT Union, 3/4"NPT nipples, reducing nipple (customer supplied) PLLD transducer 3" discharge line (to dispensers) Red Jacket Big -Flo Pressurstat kit - P/N 144-314-5 (customer supplied) 2"x 2"x 3° reducing tee and 3" NPT nipple (customer supplied) Junction box (customer supplied) Seal -off, epoxy seal per NFPA spec (customer supplied) conduit to console (customer supplied) PLLD transducer in 2" port of Big -Flo Leak Detector (customer \upplied) 3"x 3" 90 degree elbow (customer supplied) Red Jacket Big -Flo Pressurstat kit - P/N 144-314-5 (customer supplied) 3" discharge line (to dispensers) plldfbigflol.eps MAXXUM PUMPS 1. Thread the PLLD transducer into the 2 -inch opening of the transducer port. IMPORTANT! Seal any pipe threads using a UL -classified, non-toxic pipe sealant suitable for the fuel involved. 2. Verify that the TLS 350 Console has Version x19 or later software. Junction box (customer supplied) PLLD transducer in 2" Transducer port Seal -off, epoxy seal per NFPA spec (customer supplied) conduit to console (customer supplied) plkNnaxxum.eps 13 VEEDER-ROOT IItem # 41 For technical support, sales or other assistance, please visit: www.veeder.com L _J . J J J J Submersible Turbine Pumps Mechanical Line Leak Detector For use with 4" STPs,the MLD product line is precision built, with unique construction features that provide busy stations with maximum flow rates and long service life. The MLD is offered in three models to match your exact application, ensuring accurate, nuisance -free operation critical to profitable station operation. BRASS PISTO N THERMAL CONTRACTION COMPENSATION CHAMBER Specifications: • Three models: STP -MLD (blue) for gasoline, STP -MLD -D (tan) for diesel and STP -MLD -E (grey) for some expandable pipe applications. • Solid brass piston has 1-5/8" of travel to move the leak detection poppet fully out of the flow, offering minimum flow restriction and maximum flow rates. • Burnished brass cylinder liner and polished stainless steel piston rod ensure smooth operation and long life from the PTFE seal. • Thermal compensation chamber of 53/4 cubic inches helps minimize thermal contraction nuisance tripping. Liquid Compatibility • Max. liquid viscosity: 70 SSU at 60 °F (15 °C). • STP -MLD and STP -MLD -E models are compatible with fuel mixtures containing up to 10% ethanol, and 20% MTBE, 20% ETBE or 17% TAME with gasoline, as well as diesel fuels, fuel oils, kerosene, Avgas and jet fuels. • STP -MLD -D models are listed for diesel fuels or kerosene only. 30 BURNISHED BRASS CYLINDER LINER PTFE SEAL PTFE SEAL GROUND AND POLISHED STAINLESS STEEL PISTON ROD Approvals • Third party certified to comply with US EPA requirements 280.41 (B) and 280.44 (A) for continuous monitoring of pressurized piping. • Consult factory for other applicable approvals. Quality Certification • Franklin Fueling Systems is an ISO 9001 Certified Manufacturer. Item # 42 VFranklin Fueling Systems • Advantages • All models are capable of detecting line leaks equivalent to 3 gph at 10 psi when installed properly with the appropriate fuels. All models will signal detection of leaks by restricting product delivery to less than 3 gpm and taking more than 4 seconds to open. • All models require 2 to 3 seconds to make a line test when no line leaks exist and air is purged from piping between the discharge of the MLD and the dispenser solenoid. • All models will remain in the "open" position during product delivery to manifold, with discharge pressures as low as 1 psi. All models will reset to "tripped" when line pressure delay is below 3 psi with pump off. • All models will detect leaks up to 10 feet above the MLD installation point. C US LISTED Item # 42 Mechanical Line Leak Detector (for use with 4" STPs)" Single Pack STP -MLD for gasoline, blue STP -MLD -D for diesel or kerosene, tan STP -MLD -E for expandable piping, grey 400500903 STP -MLD for gasoline 400501903 STP -MLD -D for diesel or kerosene 400502903" STP -MLD -E for expandable piping 400503903 C 0 MBO, contains two STP -ML Ds and one STP -ML D -D Notes: 1. MLD and MLD -E models are compatible with fuel mixtures containing up to 10% ethanol with gasoline, diesel fuels, and 20% MTBE, 20% ETBE or 17% TAME with gasoline. 2. MLD -D models are listed for compatibility with diesel fuels and kerosene applications only. 3. All above models will only mount in the 2" NPT leak detector port of a 4" submersible turbine, including competitive models, or in a leak detector adapter tee (sold separately below). "Designed for limited flexible piping systems with low bulk modulus, consult factory before ordering. 'Refer to STP -ML D installation manual for complete compatibility specifications. MLD Repair Parts and Accessories 400440101 MLD vent tube 400449901 MLD hardware pack, fittings and documentation 400518001 Leak detector adapter tee SYPHON PORT TANK PORT (VENTTUBE MUST BE CONNECTED HERE) 10 65" a N 3.50"- flT 1 12.50" MLD MLD VENT TUBE LEAK DETECTOR PORT 2" NPT 31 www.flex-ing.com FIREFLEX FLEXIBLE CONNECTORS ITEM # 43, 45 & 101 2828 Fallon Drive Sherman, Texas 75090 Phone: 1.800.333.3599 / 1.903.892.8983 Fax: 1.800.765.4801 / 1.903.893.9576 Description — FLEX-ING's premiere above and below ground fire rated flex connector. Application — Connects the shear valve with primary piping in a fuel dispenser sump system. Features — SB 989 Compliant Successful Praxair/TracerTesting Metal construction All metal construction means one flex -connector for both above and below ground applications. Full Vacuum Testable under full vacuum. UL Listed UL Listed for above and below ground installation. Long service life An 18-8 alloy with titanium, 321 Stainless Steel inner core provides a long service life. Greater flexibility Standard wall thickness with close pitch corrugations gives more flexibility. Multi -seal design The 346 Integral Male Swivel* ensures ease of installation with a multi -seal design. Schedule 80 Thick, schedule 80 hex end fittings protect against deformation construction of the ends. Quality tested 100% pressure tested to assure quality. Superior working 350 psi working pressure assembly exceeds UL 50 psi pressure requirement on 3/4" - 3". 225 psi on 4" Minimum Bend Radius from Centerline of Hose 6" - Hose up to 2" 9" - Hose up to 3" 13" - Hose u. to 4" See Requirements and Installation Instructions on Page 2 gios NEPA' MEMBER 2009-2010 Requirements — • Must be used in a liquid tight sump • Must be used with operational leak detection • Must not come in contact with Brine, Saltwater, Saltwater splash, saltwater spray and/or chlorine • You must visually inspect the flex connector for any defect or damage that may have occurred during shipping • If you find a damaged flex connector, you must return it to FLEX-ING or the authorized distributor • Flex connectors must be replaced when the dispenser has been hit or disrupted • Replace the flex connector if the shear valve has broken. Shear valve must remain properly mounted • Tags are an integral part of the connector and must remain intact • Do not remove tags or labels • Never coat a flex connector with a non -approved coating • Do Not torque flex connector • Install in one plane of motion • Do Not exceed minimum bend radius • Do Not compress or deform • You must be OSHA trained and have OSHA approved equipment Installation Instructions — DO NOT COMPRESS OR EXTEND AXIALLY Corrugated metal hose installed in-line with the longitudinal axis of the piping should not be subject to axial movement. Correct Wrong AVOID SHARP BENDS Use elbows to avoid sharp bends near the end of the metal hose assembly. / Viral T DO NOT ALLOW MOVEMENT IN MULTIPLE PLANES Flexing a metal hose in two separate planes of movement will torque the hose assembly. Always install the metal hose assembly so that flexing occurs in one plane only, the plane in which bending occurs. Correct In plane flexing craft W eng ef plane flexing PROVIDE SUPPORT When installing the assembly in a horizontal loop, provide support for the arms to prevent the hose from sagging. Correct N Wrong Ila Tappan s.ggIee .e• n.ro MAINTAIN MINIMUM CENTERLINE BEND RADIUS Flex connectors must be used in a liquid tight sump with operational leak detection. Prong Corlett ! DO NOT TORQUE DURING INSTALLATION Do not use to compensate for bolt hole misalign- ment. Floating flanges will help to minimize twisting of the metal hose. Pipe unions will help to reduce twisting during connection to the piping. The use of two wrenches will help to keep the hose from twisting when tightening the pipe union. (T> ' (T> Correct in plane flexing Wrong out of plane flexing Installation Instruction Tags are an integral part of the flex connector. If you receive a Flex -connector without an installation tag contact us immediately at 1-800-333-3599. Removal of this tag voids the warranty and the UL Listing. All metal hose assemblies are custom made. We do have standard catalog products but they are considered non -stock. All returns require a Return Goods Authorization number and a re -stocking charge will be applied. Some products may be non -returnable. . J T VEEDER-ROOT 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 4' 847390-102 5' 847390-103 5' 4" 847390-104 6' 847390-105 7' 847390-106 7' 6" 847390-107 8' 847390-108 9' (19'! 847390-110 10'6 847390-111 11' 847390-112 12' 847390-113 2.0 M 847390-114 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 # 47 MAG 1 0.1 GPH 990/0 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 -300i TLS -300C TLS -250 TLS -250i MAG 1 y/ 1,/ ti% V V V w/ = Standard Feature *A Four -Input Probe Interface Module is required for use of magnetostrictive probes with the TLS -350R or TLS -350 system. ITEM # 47 ITEM # 48 ASE WAT DE THE FIRST AND ONLY SOLUTION TO DETECT AND MONITOR FOR PHASE SEPARATION Be Aware of Phase Separation The use of ethanol -blended fuels in North America has increased dramatically over the past several years. It is known that ethanol/gasoline blends will absorb water that enters the tank. Once the ethanol -blended fuel becomes water -saturated, an ethanol -water layer, known as phase separation, drops to the bottom of the tank. Understand the Risks Phase separation pumped into your customers' vehicles will shut their engines down on your forecourt. And when their engines stop, your problems have just started. Their vehicles will need costly repairs. But the thing that's even harder to repair is your reputation. With phase separation, your biggest problem may be lurking out of sight. Now you'll have to deal with purging your system, replacing dispenser filters, and disposing of contaminated fuel—which can easily run more than $10,000. Given the corrosive nature of phase separation, you may also be faced with expensive repairs and remediation. Detect Phase Separation Veeder-Root's Phase -Two Water Detector is the first true solution for phase separation detection. The Phase -Two provides you with early detection and continuous monitoring of in -tank phase separation and delivers alarms to your Veeder-Root automatic tank gauge. It offers you the peace of mind that comes from knowing that you are delivering quality fuel to your customers, that your equipment is safe, and that your brand will not be tarnished. More educational materials are available at www.detectphaseseparation.com i VEEDER-ROOT Veeder-Root's new standard for water detection in gasoline tanks Protect Your Stations. Switch to the New Standard. Given the increased reliability of the Phase -Two Water Detector versus traditional water detection float kits in ethanol -blended fuels, Veeder-Root believes UST owners/operators should replace their existing water floats with the Phase -Two Water Detector to avoid the risks of phase separation. This float kit is Veeder-Root's new standard for water detection in gasoline tanks. PHASE SEPARATION LAYER Traditional water detector Phase -Two Water Detector Phase separation float has lifted Additional Advantages • Improved minimum water detection, even in pure gasoline • Detect cross -drops of diesel fuel in gasoline tanks • Easily retrofittable to existing Veeder-Root TLS tank gauges WA THE NEW INDUSTRY STANDARD Part Description Phase -Two Float Kit, 5' cable Phase -Two Float Kit, 10' cable Phase -Two Float Kit, 20' cable Part Number 886100-000 886100-010 886100-020 FUTURE READY PAST PROYEN Specifications Fuel compatibility: All gasoline blends up to 15% ethanol (E15) Minimum detectable water height: 0.38" Minimum detectable fuel height: 7.0" Accuracy in water: t 0.10" Accuracy in phase separation: + 0.75" Equipment Compatibility Tank opening: 4" Consoles: Veeder-Root TLS -450 (v3A or higher); TLS -350/300 (v30B or higher) Probes: Veeder-Root Mag Plus (Type = Mag7-9) How to Identify Current Equipment From the TLS -450 Console: Software Version: Select Diagnostics, then select About Software Part # should be at least xxxxx3.A Probe Type: Select Diagnostics, then select Probe, then select General Type must be MAG7, MAG8, or MAG9 From the TLS -350 Console: Software Version: Print out the System Diagnostic Report Software revision level must be at least x30.01 Probe Type: Print out the In -Tank Diagnostic report Probe Type must be MAG7, MAG8, or MAG9 TLS -450 Console TLS -350 Console TLS -300 Console Intended Use Use in any gasoline storage tank containing up to 15% ethanol. The new Phase -Two Float Kit replaces the traditional gasoline float kit. The float kit also works in pure gasoline with better performance for water detection than existing float kits by having a lower minimum detectable water height, allowing station owners to respond to a potential problem more quickly. To learn more, contact us at 888.561.7942, or visit wwwdetectphaseseparation.com. 46c� VEEDER-ROOT 125 Powder Forest Drive, PO. Box 2003, Simsbury, CT 06070 USA ©2011 Veeder-Root Company • P/N 576047-164 Rev. A • Printed in USA Magnetostrictive Probes for Alternative Fluids Certified performance for inventory control and in -tank leak detection in fuel blends up to 100% alcohol Veeder-Root offers two types of Magnetostrictive Probes for Alternative Fluids to provide highly accurate, trouble- free in -tank leak detection and inventory control in fluids of up to 100% alcohol. The Magnetostrictive Probe for Alternative Fluids with water detection is ideal for fuel blends with less than 20% alcohol. The Magnetostrictive Probe for Alternative Fluids without water detection has been developed for fluids up to 100% alcohol. Series 8463 0.1 GPH Mag Probe for Alternative Fluids The 0.1 GPH Mag Probe for Altemative Fluids has been third -party tested and certified to perform far better than the U.S. E.P.A. standards for both 0.1 GPH volu- metric tank tightness testing and 0.2 GPH automatic tank gauging. (See the summary of leak test performance on back or call us for a copy of the complete test results.) 0.1 GPH Mag Probe and CSLD — Leak detection without shutting down your tanks! CSLD, Continuous Statistical Leak Detection, is an advanced tank testing tech- nology that makes full use of the TLS -300 and TLS-350(R)'s in -tank monitoring capa- bilities. CSLD eliminates the need for tank shutdown to perform a leak test — no lost business, no lost operating time! The TLS -300 and TLS -350(R) equipped with CSLD use the 0.1 GPH Mag Probe to continuously monitor fuel height and tem- perature information to detect idle times in the tank. During each idle time, data collected forms a highly accurate leak detection database. Sophisticated statistical analysis techniques in CSLD constantly evaluate the database to discard invalid data and perform leak tests based on only high- quality information in the current database. In fact, a new leak test is performed every time new data from an idle period is added. Series 8463 0.2 GPH Mag Probe for Alternative Fluids The 0.2 GPH Mag Probe for Alternative Fluids provides the same reliable inventory control features and fluid compatibility as the 0.1 GPH Mag Probe for Alternative Fluids, but offers 0.2 GPH leak detection at a lower cost. Features & Benefits • Non -corrosive, stainless steel tubing for long -life monitoring in fuels up to 100% alcohol • Highly accurate Magnetostrictive measurement technology • Fast accurate leak tests • 0.1 GPH Mag Probe for Alternative Fluids is third -party certified to exceed U.S. E.P.A. performance standards for 0.1 GPH Volumetric Tank Tightness Testing ITEM #49 The 0.2 GPH Mag Probe for Alternative Fluids has also been third -party tested and certified to exceed U.S. E.P.A. standards for 0.2 GPH automatic tank gauging. (See the summary of leak test performance on back or call us for a copy of the complete test results.) Approved for Aboveground Tank Applications Veeder-Root Magnetostrictive Probes are approved for use in aboveground storage tanks to monitor fuel inventory. An AST installation Kit (Form Number 312020- 984) is required for these applications and is available from Veeder-Root, Customer Service 800-873-3313 or your authorized Veeder-Root distributor. • 0.1 GPH Mag Probe for Alternative Fluids is compatible with TLS -300 and TLS -350R with CSLD for continuous statistical leak detection • 0.2 GPH Mag Probe for Alternative Fluids is third -party certified to exceed U.S. E.P.A. performance standards for 0.2 GPH Automatic Tank Gauging • 2", 3" and 4" Float Kits available 1 Magnetostrictive Probes for Alternative Fluids are available in 0.1 GPI -1 and 0.2 GPH Versions VEEDER-ROOT ITEM #49 Probe Models Tank I.D. Mag Plus Probes for Alternative Fluids with Water Detection Part No* Mag Plus Probes for Altemative Fluids without Water Detection Part No* 0.1 GPH Leak Detection 0.2 GPH Leak Detection Inventory Only 0.1 GPH Leak Detection 0.2 GPH Leak Detection Inventory Only 4' 846391-101 846391-201 846391-301 846391-401 846391-501 L 846391-601 5' 846391-102 846391-202 846391-302 846391-402 846391-502 846391-602 5'4" 846391-103 846391-203 846391-303 846391-403 846391-503 846391-603 6' 846391-104 846391-204 846391-304 846391-404 846391-504 846391-604 7' 846391-105 846391-205 846391-305 846391-405 846391-505 846391-605 7'6" 846391-106 846391-206 846391-306 846391-406 846391-506 846391-606 8' 846391-107 846391-207 846391-307 846391-407 846391-507 846391-607 9' 846391-108 846391-208 846391-308 846391-408 846391-508 846391-608 9'6" 846391-117 846391-217 846391-317 846391-417 846391-517 846391-617 10' 846391-109 846391-209 846391-309 846391-409 846391-509 846391-609 10'6" 846391-110 846391-210 846391-310 846391-410 846391-510 846391-610 11' 846391-111 846391-211 846391-311 846391-411 846391-511 846391-611 12' 846391-112 846391-212 846391-312 846391-412 846391-512 846391-612 2.0M 846391-113 846391-213 846391-313 846391-413 846391-513 846391-613 2.5M 846391-114 846391-214 846391-314 846391-414 846391-514 846391-614 2.67M 846391-116 846391-216 846391-316 846391-416 846391-516 846391-616 3.0M 846391-115 846391-215 846391-315 846391-415 846391-515 846391-615 Custom Length 846391-199 846391-299 846391-399 846391-499 846391-599 846391-699 'Float kits must be ordered separately from probes, water floats not recommended for fuel blends with >20% alcohol Floats Match Table Product Probe Functions Float Kit Gasoline (<=20% Alcohol) Mag Plus Probe for Alternative Fluids with Water Detection P/N 846391-1xx or-2xx Inventory: Yes Leak Detection: Yes Water detection: Yes Gasoline Float Kit P/N 846400-xy0* ('see note for definition of xy below) Inventory Only Mag Plus Probe for Alternative Fluids with Water Detection P/N 846391-3xx Inventory: Yes Leak Detection: No Water detection: Yes Alcohol / Ethanol (<=100% Alcohol, including E85) Methanol (<=100% Alcohol) ETBE (<=100% Ether) MTBE (<=100% Ether) Used Oil Mag Plus Probe for Alternative Fluids without Water Detection P/N 846391-4xx or -5xx Inventory: Yes Leak Detection:Yes Water Detection: No Alternative Fluids Float Kit P/N 846400-xy4" *Notes: x=0 -> 4" floats x=1-> 2" floats x=3 -> 3" floats y=0 -> 5' cable y=1 ->10' cable y=2 -> 20' cable Mag Plus Probe for Alternative Fluids without Water Detection P/N 846391-6xx Inventory: Yes Leak Detection:No Water Detection: No Fuel Oil #4 & #6 Fuel Oil #4 & #6 Ethylene Glycol Propylene Glycol Windshield Washer Fluid Mag Plus Probe for Alternative Fluids without Water Detection P/N 846391-6xx Leak Test Performance (Third Party Certified for all TLS-3xx Consoles*) PROBE TEST TYPE P(D) P(FA) TEST TIME 0.1 GPH Mag Probe 0.1 GPH 99% 1% 3 Hours 0.1 GPH Mag Probe 0.2 GPH 99% <.1% 2 Hours 0.1 GPH Mag Probe w/CSLD 0.2 GPH 99% <.1 % Continuous 0.2 GPH Mag 2 0.2 GPH 99% <.1% 2 Hours lreeder--Root reserves the right to change product specifications without advance notice. Please ensure that you are using the latest version of product Fterature. VEEDER-ROOT © 2007 Veeder-Root Company • 125 Powder Forest Drive • Simsbury, CT 06070 • USA Telephone: 860-651-2700 • Fax : 860-651-2719 • www.veeder.com VR 12960 P/N 577013-054 Rev.0 VR 6/07 r• J ._J J .J .J .J .J Veeder Root - Mag Plus inventory Measurement Probe rage 1 or L ITEM #50 / Home » Mag Plus Inventory Measurement Probe / Mag Plus Inventory Measurement Probe Veeder-Root?s new Magnetostrictive Plus Probe for Inventory Measurement represents the latest in Veeder-Root level measurement technology. Designed specifically for aboveground storage tank (AST) inventory measurement applications, and underground storage tank (UST) applications that require more precise and reliable inventory readings for SIR and business management needs, the Mag Plus Inventory only probe offers the following feature enhancements over Veeder-Root?s standard Magnetostrictive Inventory Only Probe. Feature Enhancements • Extended temperature performance -- -40F to 140F (-40C to 60C); extended temperature range is supported at software version 19F and higher • Reduced probe canister head (2" diameter, 8" long) with adjustable spacers for quick and easy installation into 2", 3", or 4" riser applications • Stainless steel guide tube for use in both retail and non -retail Alternative Fluid applications • New 2" and 3" float kits which enable lower product level reading capabilities for specialty non -retail applications: Product Info Features & Benefits Ready to Buy Distributor Search Float Kit Lowest Level Reading w/ Water Detection Lowest Level Reading w/out Water Detection 2 Inch 3.25 inch 3 inch 3 Inch 3 inch 1 inch Aside from the ability to meet even the most challenging Alternative Fluid and Non -Retail applications, the new Mag Plus Inventory only probe also delivers trouble-free performance in gasoline, diesel, and a wide variety of approved fluids. Available in standard and custom lengths up to 12?, the new Mag Plus Inventory Only probe accommodates all small rectangular and cylindrical ASTs and USTs under 30,000 gallons, and is compatible with all TLS consoles. An AST Installation kit (Form Number 312080-984) is required for AST applications, and is available for order from your authorized Veeder-Root distributor. Standard Models and Float Kits* Mag Plus Inventory Only Probe with water Detection 846391-301 846391-302 Mag Plus Inventory Only Probe without water Detection 846391-601 846391-602 http://www.veeder.com/dynamic/index.cfm?PageID=274 Probe Length 4 ft. 5 ft. 5/10/2004 veeaer hoot - iviag ruts inventory ivicasurement rruue 846391-303 846391-603 5 ft. 4 in. 846391-304 846391-604 6 ft. 846391-305 846391-605 7 ft. 846391-306 846391-606 7 ft. 6 in. 846391-307 846391-607 8 ft. 846391-308 846391-608 9 ft. 846391-309 846391-609 10 ft. 846391-310 846391-610 10 ft. 6 in. 846391-311 846391-611 11ft. 846391-312 846391-612 12 ft. 846391-313 846391-613 2.0M 846391-314 846391-614 2.5M 846391-316 846391-616 2.667M 846391-315 846391-615 3.0M 846391-399 846391-699 Custom length Mag Plus Inventory Only Probes require the use of any of the following new Float Kits. Product Type Kits with 3" Floats Model No. Kits with 2" Floats Model No. Gasoline 846400-3XX 846400-1XX Diesel 846400-3XX 846400-1XX Light Oil 846400-3XX 846400-1XX Alternative Fluids 846400-3XX 846400-1XX Magnetostrictive Probe Console Compatibility Probe TLS -350R TLS. -350 TLS -300 TL5-3001 TIS -300C Mag Plus Inventory Only 1/ 1/ 1/ 1/ 10 V = Requires Software Version 11 Or Higher contact us I privacy 1 legal 1 email this page 1 print this page ragcL VIL ITEM #50 opyright © 2004 Veeder-Root, A Danaher Corporation Company http://www.veeder.com/dynamic/index.cfm?PageID=274 5/10/2004 . _J • ITEM #52 & 53 71?flvti44or, '6• 184 6--d 184D DouMe Tapped &) Dupiex J3sh16s 5pe,4.0A.001, SPECIFICATION OPTIONS: FIG. NUMBER A B C WEIGHT 184---0120 1B 1.25"x1x1 CI N/A 0.5 184---0120 1B 1.25"x 1x 1 CI N/A 0.5 184---0000 1B 1.5"x .75 x .75 CI N/A 0.75 184---0100 1B 2" x 3/8 x 3/8 CI N/A 0.75 184---0110 1B 1.5"x 1/2 x 1/2 CI N/A 0.75 184---0130 1B 1.5"x 1 x 1 CI N/A 0.75 184---0200 1B 2" x .5 x .5 CI N/A 0.75 184---0300 1B 2" x .75 x .75 CI N/A 0.75 184---0400 1B 2" x 1 x 1 CI N/A 1 184---0500 1B 2" x 1.25 x 1.25 CI N/A 0.75 184---0600 1B 2" x 1.5 x 1.5 CI NA 0.75 184---0800 1B 2.5" x 1.25 x 1.25 CI N/A 1.25 184---0900 1B 2.5" x 1.5 x 1.5 CI N/A 1.25 184---1000 1B 2.5" x 2 x 2 CI N/A 1.25 184---1100 1B 3" x 1 x 1 CI N/A 1.5 184---1200 1B 3" x 1.25 x 1.25 CI N/A 2 184---1300 1B 3" x 1.5 x 1.5 CI N/A 2 184---1400 MB 3"x2 x 2 CI N/A 2 184---1500 1B 3" x 2.5 x 2.5 S N/A 2 184---1800 1B 3.5" x 1.5 x 1.5 CI N/A 2.25 184---1900 1B 3.5" x 2 x 2 CI N/A 2.5 184---2100 1B 3.5" x 3 x 3 S N/A 2.25 184---2200 1B 4" x 1 x 1 CI N/A 3.75 184---2300 1B 4" x 1.25 x 1.25 CI N/A 4.9 184---2400 1B 4" x 1.5 x 1.5 CI N/A 2.5 184---2500 MB 4" x 2 x 2 CI N/A 2.5 184---2600 1B 4" x 2.5 x 2.5 CI N/A 4.25 184---2700 1B 4"x 3 x 3 CI N/A 3.4 184---2900 1B 6"x4 x 4 CI N/A 8 184---2900 1P 6" Pipe Plug CI N/A 2.95 184---3000 1P 4" Pipe Plug CI N/A 1.5 184--3100 1P 3" Pipe Plug CI N/A 3 184---3200 1P 2" Pipe Plug CI N/A 2.75 184---3400 1P 1" Pipe Plug CI N/A 0.25 184---3500 1P .75" Pipe Plug CI N/A 0.15 184D--0100 1B 2" x 3/8 x 3/8 CI Y 12oz 184D--0200 1B 2"x.5 x.5 CI Y 11 oz 184D--0300 AB 4"x.75"x.75" CI Y N/A 184D--0301 MB 4"x.75"x.75" C1 N N/A 184D--0401 MB 4"x.1"x.1" CI N N/A Morrison Bros. Co. Established 1855 1 Fig. 184 Double Tapped Bushings Double Tapped Bushings are used in pipe and tank fitting to reduce or adapt to a connection. Double Tapped Bushing Fig. 184D Duplex Bushings The Duplex Bushings are used to convert a single tank opening to dual threaded openings. One opening is single tapped and the other is double tapped. Duplex Bushing CHART KEY: A -Size: Male NPT x Female NPT x Female NPT B -Cast Iron (0), Steel (S) C -Brass Tubing Connectors: Yes (Y), No (N), Not Applicable (N/A) Weight -Shipping Weight P.O. Box 238 • Dubuque, Iowa 52004-0238 563.583.5701 (tel) • 800.553.4840 • 563.583.5028 (fax) www.morbros.com G) Q O U Basic Standard Parts - D -Coupler m g y E=� 2°.* 2m!, _, as CO .�-; N N 1 H H , 64 O 1. 7 P N O. W n p 61 P N m N N N VF N N c.c. M M a a a a y t; N a N 10/1 V~1 O^ ^ 00 ti sr a a a a QC 1 O O O en O o O o $ a O N F.' 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AAI r1 V F F A F F F 8 imto E E EA S IA 8 Q 8 S T LA$$ N r1 rt b rt: ri N N M r. bin no an , 8 8 72. 8 8 8 8 8 8 8 8 8 8 8 0 0 o co Nco or;man CI LA N N P LSI O 0.OW rq .-1 O V V V V V V V V V V V V V V a CO = Y e 6 A g AAM Q N K CA.N �R O ON M V � N N N As N N N N ^ O N g O g .0.. Q S1. AE O ti N O O O N a.m W O . N m V In �O °O ti 6 2 > H g N g T M < N i0 6 0 ti 1 )aldno3-A - sued p)epuels olseg Al M C' N �O N .y 1'1 ITEM #56 Chains can also be ordered to custom lengths. Bulk Chain is also available- Please call for pricing and a pling.com • www.ptcoupling.com (800) 828-2649 • info@ptc Toll -Free: (800) 654-0320 • Toll -Free Fax (800) 828-2649 • info@ptcoupling.com • www.ptcoupling.com Toll -Free: (800) 654-0320 • Toll -Fre J . J . J . _.1 . J Sta-Lok Cam & Groove1 Y MN 7aCo4'; a VI VI N O 111r•I IN n1CN IN HBS cam arms are made of 300 series Stainless Steel. HB cam arms are made of Brass. ITEM #57 N 41 W 01 NNN0:01 t... 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N v+ .o m oti .., H IA M ti rti 0- E n Toll -Free: (800) 654-0320 • Toll -Free Fax: (800) 828-2649 • info@ptcoupling.com Toll -Free: (800) 654-0320 • Toll -Free Fax: (800) 828-2649 • info@ptcoupling.com • www.ptcoupling.com ASCO Red,alt Pilot Operated Gas Shutoff Valves 3/8" to 3/4" NPT Features • 2 -way normally closed operation • For control of commercial and industrial gas burners • Ideal for high pressure applications • Brass body construction • Mountable in any position Fluid Fuel Gas Construction Valve Parts in Contact with Fluids Body Brass Seals and Disc NBR Core Tube 305 Stainless Steel Core and Plugnut 430F Stainless Steel Springs 302 Stainless Steel Shading Coil Copper Electrical Standard Coil and Class of Insulation Watt Rating and Power Consumption Ambient Temp.°F Spare Coil Family AC General Purpose Explosionproof Watts VA Holding VA Inrush AC AC F 10.1 25 70 32 to 125 238610 238614 F 10.1 25 70 32 to 140 238810 238914 Standard Voltages: 24,120, 240 vo Optional High Ambient Temp: 140°F is AC, 60 Hz (or 110, 220 volts AC, 50 Hz). Class H coil with prefix HT. Solenoid Enclosures Standard: Watertight, Types 1, 2, 3, 3S, 4, and 4X with 1/2" conduit hub. Optional: RedHat II - Explosionproof and Watertight. To order, add Prefix "EF" to catalog numbers. (e.g. EF8210G075) Valve Response Time Opening Time: Less than 1 second Closing lime: Less than 1 second 8210_NCR1 ITEM #58 2/2 SERIES 8210 Approvals UL listed to standard 429 "Electrically Operated Valves," Guide YIOZ, File MP618, Safety Valves. FM Approved to Class 7400 "Liquid and Gas Safety Shutoff Valves." CSA Certified to: 1) Standard C22.2 No. 139 "Electrically Operated Valves," File 010381 2) Automatic Gas Valves Z21.21 (6.5), File 112872. 321 :1111 i1b*1Ali 2/2 SERIES 8210 ITEM #58 ASCO Specifications (English units) Pipe Size (ins.) Orifice Size (ins.) Cv Flow Factor Gas Capacity D Operating Pressure Differen ial (psi) Max. Fluid Temp.°F Catalog Number Const. Ref. Agency Wattage Approx. Shipping Weight (lbs) Btu/hr. Min. Max. UL FM CSA COMBUSTION (Fuel Gas) - NORMALLY CLOSED 3/8 5/8 2.8 150,000 0 50 125 8210G074 1 0 0 0 10.1 3.2 1/2 5/8 3.6 193,000 0 50 125 8210G075 1 0 0 0 10.1 3.2 3/4 3/4 5.0 295,000 0 50 125 8210G076 2 0 0 0 10.1 3.4 0 = Sa ety Shutoff Valve. D 1' W.C. Drop @ 2' W.C. Inlet Pressure,1,000 Btu/cut. or more, 0.64 Specif c Gravity Gas. Specifications (Metric units) Pipe Size (ins.) Orifice Size (mm) Kv Flow (m'/hr) Gas Capacity OO Operating Pressure Differen ial (bar) Max. Fluid Temp.°C Catalog Number Const. Ref. Agency Wattage Approx. Shipping Weight (kgs) Btu/hr. Min. Max. UL FM CSA COMBUSTION (Fuel Gas) - NORMALLY CLOSED 3/8 16 2.4 150,000 0 3.4 52 8210G074 1 0 0 0 10.1 1.5 1/2 16 3.1 193,000 0 3.4 52 8210G075 1 0 0 0 10.1 1.5 3/4 16 4.3 295,000 0 3.4 52 8210G076 2 O O O 10.1 1.5 0 = Sa ety Shutoff Valve. D 1' W.C. Drop @ 2" W.C. Inlet Pressure,1,000 Btu/cu.ft. or more, 0.64 Specif c Gravity Gas. Capabilities Chart Solenoid Options Base Catalog Number Resilient Materials Standard Rebuild Kit NEMA Type 3-9 High Temp. Junction Box Wiring Box Screw Terminal Brass NBR AC EF HT JB JKF 8210G074 • 304076 EF HT JB JKF 8210G075 • 304076 EF HT JB JKF 8210G076 • 304076 • = Standard. Other options may be available. All option combinations may not be available. Dimensions inches (mm) Const. Ref. A BHJ K LNP TW 1 ins. 1.66 3.03 3.95 2.04 2.42 2.75 3.42 3.39 1.95 2.28 mm 42 77 100 52 61 70 87 86 50 58 2 ins. 1.66 3.03 4.20 2.04 2.58 2.81 3.45 3.55 1.95 2.28 mm 42 77 107 52 66 71 88 90 50 58 Mountable in any position. NPT BOTH ENDS Const. Ref. 1, 2 1/2 NPT 322 8210_NCR1 405 SERIES PARTICULATE REMOVING BENEFITS PETRO _CLEAR PARTICULATE REMOVING 40510P PURE DISPENSER FREER 40502P, 40505P, 40510P and 40530P FOR FUEL DISPENSERS ■ PetroClear models 40502P, 40505P, 40510P and 40530P are particu- late removing spin -on filters designed to remove particulate from NEAT GASOLINE, Ethanol blended gasolines, diesels, Biodiesel, ULSD (Ultra Low Sulfur Diesel), kerosene and fuel oils. • PetroClear models 40502P, 40505P, 40510P and 40530P are particulate spin -on filters. These fitters are designed for particulate removal only and WILL NOT REACT TO WATER IN NEAT GASOLINE OR PHASE SEPARATION IN ETHANOL BLENDED GASOLINES TO SLOW FLOW. ■ PetroClear model 40502P filter offers efficient 2 micron nominal particulate removal (nominal = 75% efficiency). ■ PetroClear model 40505P filter offers efficient 5 micron nominal particulate removal (nominal =75% efficiency). ■ PetroClear model 40510P filter offers efficient 10 micron nominal particulate removal (nominal = 75% efficiency). ■ PetroClear model 40530P filter offers efficient 30 micron nominal particulate removal (nominal = 75% efficiency). • UL recognized for Ethanol blended fuels, NEAT GASOLINE and diesel fuels. ■ Compatible with NEAT gasoline Ethanol blended fuels and all diesels including Biodiesels. PetroClear FILTERS ARE NOT TO BE USED IN AVIATION FUEL APPLICATIONS. SPECIFICATIONS • The PetroClear model 40502P utilizes a 2 micron cellulose media to remove particulate from gasolines and diesel fuels including all Ethanol blended gasolines, Biodiesel and ULSD (Ultra Low Sulfur Diesel). Removes a minimum of 75% of particulate 2 micron in size (and approximately 100% of larger particulate). IN The PetroClear model 40505P utilizes a 5 micron cellulose media to remove particulate from gasolines and diesel fuels including all Ethanol blended gasolines, Biodiesel and ULSD (Ultra Low Sulfur Diesel). Removes a minimum of 75% of particulate 5 micron in size (and approximately 100% of larger particulate). ■ The PetroClear model 40510P utilizes a 10 micron cellulose media to remove particulate from gasolines and diesel fuels including all Ethanol blended gasolines, Biodiesel and ULSD (Ultra Low Sulfur Diesel). Removes a minimum of 75% of particulate 10 micron in size (and approximately 100% of larger particulate). ■ The PetroClear model 40530P utilizes a 30 micron cellulose media to remove particulate from gasolines and diesel fuels including all Ethanol blended gasolines, Biodiesel and ULSD (Ultra Low Sulfur Diesel). Removes a minimum of 75% of particulate 30 micron in size (and approximately 100% of larger particulate). • The maximum flow rate for PetroClear models 40502P, 40505P, 40510P and 40530P is 20 gpm (76 Ipm). Maximum operating pressure is 50 psid (3.4 bar). Maximum differential pressure is 25 psid (1.7 bar). Collapse pressure is 150 psid (10.3 bar). Maximum operating temperature is 250°F (139°C). ■ PetroClear models 40502P, 40505P, 40510P and 40530P utilize a standard 1"-12 UNF mounting thread ref. (3/4" flow) required for most spin -on filter adaptors used in aftermarket. • Models 40502P, 40505P, 40510P and 40530P utilize an epoxy coated interior shell to eliminate oxidation (rusting) which can cause pinhole leaks from the inside of the filter shell. ■ Adaptors are available for models 40502P, 40505P,, 40510P and 40530P in aluminum and cast iron.These single adaptors are available in 3/4" and 1" NPT or BSP inlet/outlet threads. NOTE: If you experience frequent filter changes, it is recommended that you have fuel samples analyzed to determine the source of contamination, such as water, dirt, rust, bacteria, phase separation, etc. For disposal information please contact your nearest EPA office. 02-10 PC -405-P 40502P, 40505P, 40510P and % 1 530P For Fuel Dispensers 40502P, 40505P, 40510P and 40530P Model 40502P 40505P 14 12 PetroClear 40502P, 40505P, 40510P & 40530P 2 —*— GASOLINE —0— #2 DIESEL 1 1 1 8 10 12 14 116 18 20 22 FLOW RATE (GPM) 40510P 40530P Filter Type Spin -On Spin -On Spin -On Spin -On Media Type *Cellulose *Cellulose *Cellulose *Cellulose Micron Rating 2 Micron 5 Micron 10 Micron 30 Micron (Nominal= 75% Efficiency) (Nominal = 75% Efficiency) (Nominal = 75% Efficiency) (Nominal =75% Efficiency) Diameter 3.69" 3.69" 3.69" 3.69" Height 5.36' 5.36" 5.36" 5.36" Mounting Thread 1"-12 UNF 1"-12 UNF 1"-12 UNF 1"-12 UNF Flow 3/4" flow 3/4" flow 3/4" flow 3/4' flow Shell Thickness 0.020 0.020 0.020 0.020 Gasket Material Buna N Buna N Buna N Buna N Collapse (Min.) 150 psid (10.3 bar) 150 psid (10.3 bar) 150 psid (10.3 bar) 150 psid (10.3 bar) Burst (Min.) 250 psi (17.2 bar) 250 psi (17.2 bar) 250 psi (17.2 bar) 250 psi (17.2 bar) Max. Operating Temp. 250°F (139°C) 250°F (139°C) 250°F (139°C) 250°F (139°C) Min. Operating Temp. -20°F (-28.9°C) -20°F (-28.9°C) -20°F (-28.9°C) -20°F (-28.9°C) Other Features Epoxy Coated Shell, UL Epoxy Coated Shell, UL Epoxy Coated Shell, UL Epoxy Coated Shell, UL Recognized US & Canada Recognized US & Canada Recognized US & Canada Recognized US & Canada *Particulate Removing Catalog Description Adaptors Available 0.75 N1 — 12 3/4" NPT Ports, 1"-12 UNF (cast iron) 0.75 N1 — 12A 3/4" NPT Ports, 1"-12 UNF (aluminum) 1.00 N1 — 12 1" NPT Ports, 1°— 12 UNF (cast iron) 1.00 N1 — 12A 1" NPT Ports, 1"-12 UNF (aluminum) 0.75 B1-12 3/4" BSP Ports, 1"-12 UNF (aluminum) 1.00 B1-12 1" BSP Ports, 1"-12 UNF (aluminum) NOTE: If you experience frequent filter changes, it is recommended that you have fuel samples analyzed to determine the source of contamination, such as water, dirt, rust, bacteria, phase separation, etc. PetroClear is a technological product of Champion Laboratories, Inc. Changes may occur based upon technology, process and material innovation as Champion Laboratories, Inc. strives to attain the highest levels of performance and customer satisfaction. These changes may occur without notification. MARWINVALVE Bras Ball Valve,s. ISO 5?11 ihmo Mount ITEM #60 3T-3300 Series 31.-3400 Series • Features • High integrity hot forded brass body • 130 S211 actUator mounting pad • Blow-out proof stern • PTFE seats, 0 -ring barked lovi, opera tirrg tor que • Adjustable PTFE pad<Ing, with stem 0 -ring • I OM tested • Lever operator Pressure -Temperature Curves Ternper attire, -18' ' &3 300 200 100 Temper oture, °F 0 0 Technical .., 1114' - 11 ,, ., _ ., .„.... . ... A Flow Coefficient, Cv (Kv) 1/4 D8\18 53 (VI 3 2 (2,8) 318" DN10 5,2A) 3 5 (3 0) 1/2" DN15 53(6) 53 6) 42(36) 70(6,0) 3/4' Dts120 1* DN25 151 (17) 151 (17) 12 $(11,1) 18 7 (16,1) 1-1/4- ONS2 1-114, 151(1 2" 0N50 274 (31) 43 8 (37,7) -2 lik1-1/2 : '44 PTFE Seats •, ... . .... 2A, . [sty 4 t,-, ....eV. . v:,',, .... .2r4r1 .. .,C Temper oture, °F 0 0 Technical Specifications l/4' — 2, Rsduced Port, FNPT Valve Inches Ste NPS Torque, in4bs (N -m) Flow Coefficient, Cv (Kv) 1/4 D8\18 53 (VI 3 2 (2,8) 318" DN10 5,2A) 3 5 (3 0) 1/2" DN15 53(6) 53 6) 42(36) 70(6,0) 3/4' Dts120 1* DN25 151 (17) 151 (17) 12 $(11,1) 18 7 (16,1) 1-1/4- ONS2 11 151(1 2" 0N50 274 (31) 43 8 (37,7) 3T430ORTTS Series Multi Port ViliVe 31.4400RTTS Series Multi Port Valve Pdu Scope Size Range l/4' — 2, Rsduced Port, FNPT Pori Type ort or T - rt Onerlaucwi SkIeEnvy essure Raun9 400 psi WOG (CWP) (27,5 bar) -4°F thru 344°F / 100 psi Steam 20°C thru 177°C I 7 bar ean.) Terriperature Range / WSP Body Brass, Hot Forged, Ni Rated Ball & hem Brass, Chrome Plated Ball Seats PTFE, Viton 0 -ring backed Stem Packing Adjustable PTFE Viton 0 rings tern Seals/Body Seals Operator / Mounting Pad Marujai Lever, Non -Locking / ISC15211 Standards Design Threaci Do&ign ANSI Bi 20 1 Testing Standards Pressure Testing 100% 0) 80 psi in open & closed position Materials of Construction Part Material Specification Bodv 'Brass CuZn40P1:12 End Cap Ball Seats FIFE Thrust Wastw BiiiariN, s..3tem '0' Ring, Stem V itort'' '0' Ring, Seat Screw Pia;€'d 'eel Bustling • *Brass il'•,,,,Zna9Pb-i Stem Washer r‘lvlon Handle Pixel ':,:.'t eel !AR EN 12165 617N cCu-402n-2Pt,) equvaMrev, Hot For,pn9 Bras', LN a)7700 VDC:Zn-2Pb) " EN 12164 ah61.1N (58C0-39Zn-3Fty ..-luivat€-rit lc, TCN OA 31 Bra•A ha; OAS a38.59)0 (F.7c0-40-Zri-3Pb) 1 1 1 1 1 1 1 ; 1 1 • MARWI NVALVE E3rass Ball Valves. ISO 5211 Direct Mount r r ITEM #60 3T-3300 Series 31-3400 Series ; 1 (3) 0K Holes on OJ Bolt Circle Dimensions, inches ValVSzee Reduced Port I 1 i Inches I OA 8 C D F OH D ISO a211 OJ OK L M Weight, lbs I 114' 039 2 64 0.77 0.77 146 1.20 0 350 0 33,54) 1 34 -"-17i4-- i i C-.03 F13.3 1.42 .24 472 2 441 0 c . DN 10 10,9 67,1 19.6 112" 1 0 43 ,.-.., - , -:..7 rt77 . , 120 0 350 134('03 ; I 027 1,42 0.24 4,72 241 12 J4' 1 0 59 3 19 0,27 1.29 0 '350 1.53 i 4:03 1,42 024 4.72 2 52 13 ,.?9 F03 74 1,00 1 01 430 89 i 1 _ Rif. 1,97 0.27 6.59 2 95 1 7. - • ' I 1-114' , 4 i 1 11'2 I 1:111 71 .2E; 4 'V.) ' 4 f.775 1.7•9 .35 2.34 0 430 2 30 I FAX', . 1,97 0,,,;•7 6.6'9 3 17 5 3 t3 410 2 ;33 T' ('U 1.97 u27 6 6.9' 1 66 8 7 [ , „, 1-'' 5 73 1.75, _ .90 0 550 3 M 1. 1 • F07 2.75 , 0.35 9.0.5 4 43 17,1 Dimensi Valve ons, mrn Bali &Stem Pat Design Stem Packing Se NPS OA 8 C D Reduced F Port OH ISO 5211 �j OK L M Weight , kgs ON* !)•:?.. 67,1 19,6 '0 940 180° Fo 2130 6.1 120 69 c . DN 10 10,9 67,1 19.6 302 3,9 34,0 PO 3 30,0 6,1 120 62 027 721113 109 72,9 196 ,r) ri ,., , ... ..;,'" !,,, , 34,0 Fo"j .. . 1 120 62 0 F129 -150 3.1,0 22, t ,,:,,, , ,.?9 F03 36.0 6,1 120 64 (), 13 LN 25 24.;,1, 95,0 264 41,4 J,',1 420 F06 J0 6,9 170 75 1 Er 1".R.I32 2 "1 li 47 0 10,9 59,9 F95 500 6,9 170 *1 2,4 1t140 12 :. 46,5 t,4 10,9 71,9 F96 50,0 5.9 170 93 3,9 1.4160 39;3, '146 44,..,. 71,7 14,0 31 ,9 F07 70,0 3,9 230 113 7,3 Nowt° Order 1 Body Port Ball Port Series Bali &Stem Pat Design Stem Packing Seat End 0 Man •. -,1 1 „ 7- por 2, l'.,30n ' 00 = Er a4...s.,s i R - Reduc, ,.-.. FIT E T :..... FITE S = Tlifi...aded 1 015 --- - F,0* _ „ : ›411,, ...- "1" ',.1 -. L PC•it . ! 11,13 '1'3.0 = 180° -- c 270 ,.,.• 270 --I-- J75 i., 1.25 150 200 Sample adoring Schematic T 33 R T T s 100 7 34 00 R 100 Marwin Valve A Division of Richards Industries, 3170 Wasson Road, Cincinnati, OH 45209 toll free 800.543.7311, local 513.5335600, fax 513 871 0105 www inarwinvalve.com -speeirsi maeriinieg or 4 Valves International apollovalves.com 94A SERIES Full -Port Brass Ball Valve ITEM #61 Job Name: Contractor: Job Location: P.O. Number: Engineer: Representative: Tag: Wholesale Distributor: DESCRIPTION The Apollo® International 94A forged brass ball valves combine reliable operation with maximum economy. Ideal for plumbing, HVAC and gas service applications. Valves include most pertinent agency approvals. FEATURES • Full -Port • Blow-out Proof Stem Design • Adjustable Stem Packing Nut • Silicone Free PERFORMANCE RATING • Valve Design Rating: 600 CWP (400 CWP 2-1/2" to 4") • Temperature Range 0°F - 400°F MATERIALS Part Name Material Body Forged Brass (Cu >57%) Retainer Forged Brass (Cu >57%) Ball Brass, Cr plated Stem Brass, Cr plated Seats PTFE Stem Packing PTFE Gland Nut Brass Friction Washer PTFE Handle Steel w/corrosion resistant plating Handle Cover PVC Handle Nut Steel w/corrosion resistant plating APPROVALS CSA: %"-4" NPT per ANSI Z21.15/CGA 9.1 (1/2 psi) %"-4" NPT per ASME B16.44 (5 psi) W-2" NPT per ASME B16.33 (125 psi) 2 %2"-4" NPT per ASME B16.38 (125 psi) UL: Guides YQNZ, YRBX, YRPV, and YSDT (NPT only) FM: %"-2" per FM1140 (<175 psi) NSF: 1/4"-4" meets NSF/ANSI 61 - 8, 2009 MSS SP -110: Ball Valves Threaded, Socket -Welding, Solder joint, Grooved and Flared Ends OPTIONAL HANDLE KITS SIZE REPLACEMENT LEVER HANDLES 2-1/4" STEM EXTENSION + MEMORY STOP 1/4" - 3/8" W932400 78217101 1/2" W932500 78217201 3/4" W936000 78217301 1" W932600 78217401 1-1/4" W932700 78217501 1-1/2" W932800 78217601 2" W233200 78217601 2-1/2" - 3" W932900 78217701 4" W933000 N/A DIMENSIONS Part No. 1 Size 1 A 1 B 1 C 1 D 1 E Wt. (lbs.) NPT 94A10101 1/4" 0.395 1.746 1.840 3.543 - 0.33 94A10201 3/8" 0.407 1.756 1.840 3.543 - 0.30 94A10301 1/2" 0.583 2.047 1.921 3.543 ' - 0.44 94.A10401 3/4" 0.748 2.362 2.087 3.780 - 0.66 94A10501 1" 0.945 2.756 2.559 4.528 - 1.10 94A10601 11/4" 1.260 3.307 2.953 4.528 - 1.57 94A10701 11/2" 1.575 3.661 3.346 5.512 - 2.40 94A10801 2" 1.969 4.181 3.681 5.512 - 3.37 94A10901 2 1/2" 2.520 5.378 4.764 8.661 - 7.60 94A10001 3" 2.953 6.039 5.079 8.661 - 9.36 94A10A01 4" 3.898 7.386 5.866 9.606 - 16.85 SWEAT 94A20301 1/2" 0.583 2.047 1.839 3.543 0.630 0.38 94A20401 3/4" 0.748 2.748 1.996 3.780 0.878 0.64 94A20501 1" 0.945 3.228 2.441 4.528 1.130 0.99 94A20601 11/4" 1.260 3.819 2.854 4.528 1.378 1.40 94A20701 1 1/2" 1.575 4.425 3.169 5.512 1.630 2.17 94A20801 2" 1.969 5.315 3.449 5.512 2.130 2.97 94A20901 2 1/2" 2.520 6.283 4.764 8.661 2.630 6.36 94A20001 3" 2.953 7.150 5.079 8.661 3.130 8.32 94A20A01 4" 3.945 9.276 5.866 9.606 4.130 15.78 Conbraco Industries, Inc. 701 Matthews Mint Hill Rd. Matthews NC 28106 USA; www.aoollovalves.com ; 704-841-6000 This specification is provided for reference only. Conbraco reserves the right to change any portion of this specification without notice and without incurring obligation to make such changes to Conbraco products previously or subsequently sold. SS 1001.doc © 6/11 Page 1 of 1 c PANEL SCHEDULE PANEL " A " 120/208 VOLTS 3 0 4 WIRE Citi- 110. BREAKER ATS. REC. MISC. REMARKS VOLT -AMPS 1 AMP 20 POLE 1 1 DISPENSER UNITS 1& 2 L-1 960 L-2 L-3 LCL 2 20 1 1 DISPENSER UNITS 3 1 4 960 3 20 1 1 RECEPTACLE 180 4 20 1 1 A/C UNIT 1200 5 20 1 1 PHONE MODEM 160 .1 ✓ 6 20 1 2 UCHT1NG BO 7 20 1 1 DISPENSER UNITS 5& 6 960 8 20 1 1 DISPENSER UNITS 7& 8 960 9 20 1 1 RECEPTACLE 180 10 SPACE 11 SPACE 12 11 SPACE 13 20 1 1 DISPENSER UNITS 9 & 10 960 14 20 1 1 DISPENSER UNITS 11 & 12 960 15 20 1 1 DISPENSER UNITS 13 & 14 960 16 20 1 1 DISPENSER UNITS 15 & 16 960 17 I I SPACE 1 B SPICE 19 20 3 1 5 HP TURBINE (TNK 1) 2033 20 20 3 1 5 HP TURBINE (TNK 1) 2033 21 20 3 WITH CIRCUIT 918 2033 22 20 3 WITH CIRCUIT /20 2033 23 20 3 WITH CIRCUIT 919 2033 24 20 3 WITH CIRCUIT /20 2033 25 20 3 1 5 HP TURBINE (INK 3) 2033 26 20 1 1 RECEPTACLE 160 27 20 3 WITH CIRCUIT 125 2033 I 28 20 1 SPACE 29 20 3 WITH CIRCUIT 125 2033 30 20 SPACE 31 20 1 VEEDER-ROOT CONTROL PANEL 360 ✓ 32 DISTRIBUTION BOK 360 ✓ 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 20 1 VEEDER-ROOT REMOTE ALARM (STORE) 360 38 20 1 VEEDER-ROOT REMOTE ALARM (ISLAND) 360 .1 39 20 1 1 CANOPY UGHTBNG t800 ./ ✓ 40 20 1 1 CANOPY UGHTINO 1800 ✓ 41 20 1 1 CANOPY LIGHTING 1800 42 20 1 1 CANOPY UGHIING 16X10 ./ ✓ MAIN 150A - 3 P SUB TOTAL 1347911259 9959 10020 00.6 AMPS. CONNECTED TOTAL 46257 25X 2505 07.6 AMPS. W/LCL 36257 FEEDER: 2 C - (4) /2/0 + (1) /6 E-6 TOTAL 38762 EE ACE * PANEL AND SURF MOUNTED BREAKER AIC " 10.000 LOCATION ELECTRICAL ENCLOSURE NOTE: DISPENSER PUMPS WILL HAVE NEUTRAL OICONNECTING TYPE CIRCUIT BREAKER, CANOPY LIGHTING BREAKERS SHALL BE SWITCH RATED. LOAD CALCULATION CONNECTED LOAD - FUEL STATION 135.3 KVAJ NOTE: SFE SHEET G-2 FOR ELECTRICAL SPEc7CATIONS 0: \JaO.\AE SE\Cost co\3307-Tu..a\ca\TU. w -E -t 2 C. (4) 12/0 + (1) /6 (-0 -1- NEW NEW 223A PANEL 'A' IN CONTROLLER ENCLOSURE BON0 STEEL ENCLOSURE FRAME TO GROUND 800. SEE E 5 SNMOLE - UNE DIAGRAM KTa P.O.0 TO EXISTING POWER CO. FACILITY EXIST VAULT OR POLE 4" C.O. PVC. OR AS REQUIRED 87 POWER COMPANY (VERITY) PA0 MOUNT TRANSFORMER. PROVIDE CONCRETE PAD METER SOCKET ON CONTROLLER ENCLOSURE FUSE DISCONNECT SWITC. 200 AMP. 3POLE +SN. 250 VOLT FUSIBLE. NEMA 3R. 150 AMP FRS -R FUSES LOCATED AT LOCKABLE METER. (1) - /4 COPPER GROUND TO GROUND ROD AND SERVICE GROUND ELECTRODES. 11014 1YLC0 VMO =MO 54•11 RL W A= ON 1141 000f M TE 0 TACUTY LIE Of MIT Mgr IWO Of aM VIO[0 5M.f 101 CMPOT D ON TE RIX MAIIO OD NOM 11101X1 ESO. 1101XI 11010100. N ISIC011 PICNIC ANO ODOR PNOSIC AIAMI MALL MTAUL0 LD M A. NWO, AEHDMOT.D OT. 11014 11101015 PN DO MND E AREA m O 0710E A a0T AND VISUAL AIAEI. 60 0-0000T 113 100 a FAXON WU. ANKIM 11101E M TIE 001 Of AM MANN COW. 1-- 1 PROPOSED TRANSFORMER POWER HOOK-UP PROPOSED TELEPHONE HOOK-UP MAIN TEL BOARD REGIONAL OPTICAL FAWN LOIIl TSN 451 1.U,1 LU LJK 524-97 1 giE L ,. ' -.S . ? o ? REFERSVCENOIES 0 MAIN ELECTRICAL PANEL "A" SEE SHEET E-1 FOR SCHEDULE O EMERGENCY SHUT-OFF SKRTCH (RED) - PAINT RED AND PROVIDE SIGN WITH r HIGH LETTERS. CONNECT TO MAIN ALARM SERVICE IN WAREHOUSE. O CANOPY DOWN LIGHT. SEE WONT FIXTURE SCHEDULE O DUAL MODEM/PHONE JACK O CEIUNG LIGHT IN CONTROLLER ENCLOSURE. SEE SCHEDULE. O CANOPY FACIA L000 SKIN LIGHT, SU SCHEDULE. O PELCO VIDEO TRANSMITTER. POINTED AT RECEIVER ON MAIN BUILDING AND 10' MIN. SPACING FROM OTHER TRANSMITTER. O AUTOGAS SITE MASTER CONTROL PANEL. SEE SHEET (-4. QUANGO UNIVERSAL DISTRIBUTION BOX. SEE SHEET (-4. 10 TURBINE CONTROL BOXES, SEE SHEET E-3 11 MONITORING SYSTEM CONTROL PANEL. SEE SHEET E-3. 12 CANOPY FASCIA AN0 CEIUNG 0GHT 1111ER ROUTINGS SHOWN ARE SCHEMATIC. FINAL LOCATIONS SHALL BE SHOWN ON A5 -BUILT DRAWINGS. D: \.bps\AE SE\Cost ca\3307-t„k.da\ca\N,t W -E- 2 apo ]r_ CANOPY NOYE T.V. NOMTON (CARA1 Ill aI • 44-1 ..y (t) 3/4'C FOU UaHTS (S) /12 mMO1 (1) /12 71110 GINO N 24 YAC PORN 7- 70 t.V. NOAITOIM 2118 PION CARLE m TIONINITTIN 01CM I1 TIM01IT,u 4L1EM /2 10) RtnAN NISI COACT 411000 ONLY NDA - L umPr I N010 rm11K ITP. OF (4) f TIN WIN ORT MNS (1) 3/4'C (2) /12 • (I) /12 01N0 ClIONIENCY 114I7-01Ir MITCH IUM CONCUR UP COLUMN M. Or (18) i 1.1 ■ i 1 j 3/4' 001010 12/PULL STAMO F0I 110/121T1I NIL UNIT Or CAS! 1 LOCATION AIV AS PEI KC 514-2 (SlZES ARE MINIMUMS) E.O. EQUIPMENT OR0UN0 AC MA CONDITIONER D J DATA JACK EXPOSED 3/4" CONDUIT. UNDER(RlOUN0 3/4' CONDUIT. EXPLOSION PR00F SEAL (EPS) - ALL CONDUCTS VII1111N 11" OF AN ENCLOSURE ANO AT THE BOUNDARY OF A HAZARDOUS AREA, CLASS I, DIVISION 1. GROUP '0' I4AZAROOUS AREA, (FUEL TANKS AND DISPENSER AREAS). UGHT FIXTURE SCHEDULE 0 0 (SEE PANEL SCHEDULE FOR CIRCUITING) (18) CANOPY DOWN LIGHTS, SEE A-4. LSI INDUSTRIES "SCOTTSDALE" AS APPROVED FOR WET LOCATIONS. MODEL NO: SC-S-320-SMV-PG-NT-WHT-N0. CUT NEAT 4" DIAMETER HOLES ON CENTER UNE OF OECKING PIECE. (1) COUNG 0GHT IN CONTROLLER ENCLOSURE BY ENCLOSURE MANUFACTURER; PROVIDE 2 LAMP, 4B' FLUORESCENT FOITURES WITH PLASTIC LENS AND ENERGY SAVING BALLAST. (4) F5-111 IMINIE.L 31611917111 WF*TNSIIIIIINOF /PM APPROVED FOR WET LOCATION WITH CONDUIT ADAPTERS, POSMON HORIZONTALLY FROM TOP OF FASCIA. USE F9-22 REMOTE CANISTER BAUAST FOR FS -10. USE 798712 / CW / VISO LAMPS. ADJUST FOR UN1708M CLOUT DISTRIBUTION ON FASCIA. CANOPY UGIfTING AND MISC. ELECTRICAL T• E-2 BALM. ILL 00 vv vv vv CK10[NCv 111111-3Ei s1. TDN-- UOfeN/smost venal 10 TMOMI net= M DUMMY P OTTK1N AOUiCR(OGCNCMT 1R1CJN i(, ��tofarrlNr 1 cNaDsuE 10) s/4•C s SELDOM NO. 1710 01 COOL 10 Tutt 7J 1Ef 14 TWIN v 2 sur n1 2z WI! 1 mow) 1 01/10 •j1'1 1 1 11 111 ,Ii 111 ,11 ,II 11 ,11 111 111 111 ,11 111 111 111 II ,11 II 111 I 11 (S)_3/4'C 1111 ,1I ,11 111 ,11 11 11 11 111 ,1I 1 1 111 ,11 111 111 ,II 1, SII 111 111 I 1 111 11 11 111 II 11 111 III ( 112 A•G. 1 112 GINO (1 3/4' CONCUR • PULL SMOG TAM /2 111 111 111 III 11 I, I leI / 1 12± I of ISI REFERENCE NOTES O INTERSTITIAL HYDROSTATIC SENSOR 2O PIPING SUMP UOUIO SENSOR • 10' MAGNETOSTRICTIVE PROBE (.1 GPM) 2 X.P. SUBMURSIBLE TURBINE PUMP ODISPENSER PAN UOUID SUMP SENSOR OTANK TURBINE PUMP CONTROLLER PANEL • MONITORING SYSTEM CONTROL PANEL OMAIN ELECTRICAL PANEL 'A' NOTE: SEE PROJECT MANUAL FOR SPECIFICATIONS ON EOUIPMENT USED IN THIS CONSTRUCTION. NOTE: ROUTINGS SHOWN ARE SCHEMATIC, FINAL LOCATIONS SHALL BE SHOWN ON AS -BUILT DRAWINGS. NOTE: CONTINUOUS MONITORING DEVICES SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. NOTE: FUNCTIONS OF THE CONTINUOUS MONITORING: - MONITORING OF AU. ANNUALAR SPACES. - MONITORING OF ALL PRODUCT PIPING SUMPS. - PROVIDE CONTINUOUS TANK LEVEL MONITORING. - DISPENSER SUMP MONITORING. THE CONTIUOUS MONITORING DEVICE SHALL PROVIDE POSITIVE SHUTDOWN OF TURBINES AT THE DETECTION OF ANY UOUIO OR IN THE EVENT OF A LIOUID RELEASE. LEGEND (SIZES ARE MINIMUMS) E.G. EQUIPMENT GROUND AC NR CONDITIONER DJ DATA JACK EXPOSED 3/4- CONDUIT. UNDERGROUND 3/4- CONDUIT. EXPLOSION PROOF SEAL (EPS) - ALL CONDUITS WITHIN 1Br OF AN ENCLOSURE AND AT THE BOUNDARY OF A HAZARDOUS AREA, CLASS I, DIVISION 1, GROUP D' HAZARDOUS AREA, (NEL TANKS AND DISPENSER AREAS). TURBINE AND MONITORING SYSTEMS A.E. SCHMIDT ENVIRONMENTAL INC E-3 REFERENCE NOTES iN111 Y (5) 112 ti2/A TOM • U 1�—t ( ) /12 LM GROUND el CA1011001 IAL/12WA1 TO AC11NOIES M2iAu roll WNIIACOATION< eEWM11EN0AT1011t 11 O1 GILBARCO DISPENSER DISTRIBUTION BOX AUTOGAS SITE MASTER CONTROL PANEL MAIN ELECTRICAL PANEL "A' OGILBARCO ADVANTAGE SERIES 3+0 DISPENSER. 2 HOSE WITH CARD READER NOTE: SEE PROJECT MANUAL FOR SPECIFICATIONS ON EQUIPMENT USED IN THIS CONSTRUCTION, NOTE: ROUTINGS SHOWN ARE SCHEMATIC. FINAL LOCATIONS SHALL BE SHOWN ON AS -BUILT DRAWINGS. 0 COUNT1EMC1II7 DISPENSER WIRING A.E. SCHMIDT ENVIRONMENTAL INC E-4 BALMw HORN/STROBE 3/4' C (3) /12 A.W.G. THWN ACKNOWLEDGMENT SWITCH A/C WALL UNIT EMERGENCY SHUT-OFF SWITCH 3/4' C (3) #12 A.W.C. THWN 0 4 3/4' C (4)/14 TOWN 3/4' C (2A.W.C.A./12 A.W.C. TOWN GROUND 115 VAC TO VEEDER-ROOT TLS 350 CONTROL PANEL PANEL 'A ' 22' a 15' METAL PREFAB SHELF WELDED IN BY MANE. 1-1 1 _ l l vEH11E111=111=11 El1 P11 E111-1 1-111=1 I I -ill -1 111111111111-111E111- l l ELECTRICAL ENCLOSURE ELEVATION ar-r GUTTER BOX (LOW VOLTAGE) EYS SEAL -OFF (TYP.) PANEL ' A' GUTTER BOX (LOW VOLTAGE) EYS SEAL -OFF (TYP.) i 1-1 2n 11 -1 1-=111= I I -I 11 -_-_7111-E-7111___I -i 1 1 -11L 11 P1 _11P1 P11 11P11-1 P11 ELECTRICAL ENCLOSURE ELEVATION air CEIUNG FIXTURES BY ENCLOSURE MFG. CANNOPY CEILING AND FASCIA LIGHT TIMER CKT #3 CKT /9, /26 GUTTER BOX (HIGH VOLTAGE) GROUND ROD A/C WALL UNIT EMERGENCY SHUT-OFF SWTTCH HORN/STROBE ACKNOWLEDGEMENT SWITCH AIR/WATER SWITCH CONTROLLER ENCLOSURE LIGHT SWITCH GILBARCO UNIVERSAL DISTRIBUTION BOX AUTO/GAS SITE MASTER 510 CONTROL PANEL ■ I ' 111604011 MI ELECTRICAL ENCLOSURE PLAN ar-r. doo,,,fkvCo„coV3307--_.. avca,.�K,_�_s VEEDER-ROOT TLS 350 MONITORING SYSTEM CONTROL PANEL FLUORESCENT LIGHTING SERVICE BULB 40W PANEL ' A GROUND ROD BONO TO METAL BLDG. FRAME TURBINE CONTROL BOXES DUAL MODEM/ PHONE JACK PANEL 22' z 15' METAL PREFAB SHELF BY MANUFACTURER 2' CONDUIT PHONE UNE WITH SEAL OFF LEASE UNE RECEPTACLE FOR PHONE COMMUNICATION BOX CONTROLLER ENCLOSURE INTERIOR ELEVATION A/C WALL UNIT STP ISOLATION CONTROL BOXES GUTTER BOX HIGH VOLTAGE EYS SEAL -OFF (TM.) MIOTE: ALL SEAL -OFFS SHALL BE A MIN. OF 19' ABOVE FLOOR ON .411 EC:D:51 A.E. SCHMIDT ENVIRONMENTAL INC 1-10-0 ac earl Ma 1 I WO 156^o 2 1 1 00 g��oe zll "z4 - 0� E-5 SAWN NOTES Ol EMMIOA 7-I/7' ROREUd R PRODUCT sum," LPTE wax a• o'ww OEOOJCT SECONDARY COMTARREHT O A.O.SYRH 2' TIETRASS VAPOR STUNT UMC MOE S' lRRJdASS SECd@ART t'SN LO WON 3• FIREMLAIS VAPOR RETURN UNE 111LOE t• maws woman' 0 ld SMTN S' TO 2' LOP. TIMOR TOO PRRIART WADE A' TO ]' !JUT. REDUCER TTM SCCONDARI 0 2' MORONQ'0IU2 1 ROME PIPING EOR KMT UMC © EVIR011 CITOSIOVER SUPPORT 77 RQTAUU. MEd RRIP S' r10R OMRE !OR FUTURE EIPA1ogN O KNEW 110-3717 37' ICUS TM/THOLE K RAU D OVER TOR TUTUS DISPOSER SUIT. O STUB OUT AND CAP FUTURE VAPOR RETURN UK MRUE TUTUS 070EMgR SNIP. SPECIAL MOR: PURE PRODUCT UK] THIN DQrETRER SOAP MUST MUSE E AM 167-UDIE TEE. 2' RACK TINTS YID A 2' NUI. VALVE ON EACH UNE. VAPOR I MES MIST INCLUDE M 111E RE. S' RA(SU RIPPLE YID A S' ULL 90.97. --0 VENT STACK DETAL TOIL! NOR: LOCATE VOR STACO 1101I0 CLEAR OF EXISTS@ TREES TYPICAL PPM BVR1YV1. MONA T.P AOR ALL PIPING 70 ROPE TO TAMS • 1/A' PER TOOT. IRK ®® ®B 11DTU AT 1E11101ATMO SNIP USE A 20 0E2. OOPS CONCENTRIC REDUCER R DETAIL @TRUE r. T 11 -- tat % Ib ®° LT 1r 7.4 ®® N TANK LOCATIONS AND PIPING PLAN 7/r . r E. SCHMIDT ENVIRONMENTAL T-1 SAL/ O TANK PLAN — . 1' REINFORCED CONCRETE SLAB ABOVE 1 10'-6' OUTLINE OF CONCRETE CROWN NMI NE 36' X 12' DEEP WATER -TIGHT IIASWAY WITH INTEGRAL 10 GALLON CAPACITY OVER FILL/SPILL WATER GRAIN ANO REMOVABLE UDS FOR EASY ACCESS. SEE NO CHAMFER IF ADJOINING OTHER TANK SLAB. - CONTINUE CONC. AND REINFORCING. 4' FRP OR SCH. 60 PVC RISER 17 FILL END TANK TANK TANK 11 62 /3 TURBINE END 5 GALLON CONTAINMENT I6' MIN. CROWN SLOPE LENGTH 2' HIGH CROWN TTP. AROUND RAHWATS BRINE HYDROSTATIC RES. TANK SECTION 0. \sobs\HESE \Costco \ca\ru. w-,-2 REINFORCED CONCRETE SLAB SEE C -I IN -TANK GAUGE PROBE W/90% 7.VERFILL ALARM CAL IOR/1T10N. INSTALL PER MIR'S REOMNT'S. SEE FLUID CONTAINMENT 20.000 GALLON DOUBLE WALL UNDERGROUND FIBERGLASS STORAGE TANK, SEE 0 20' SOUARE • 1/4' THICK 51121KE PLATE (TTP. OF 2 BY TANK MANUFACTURER SLOPE 1/4' PER F 00 TO FILL ENO - PEA GRAVEL BED t BACKFILL (TYPICAL) -� .K- - dry,; 4o. tin %ti, ??.�'T���t ::• ..;F4•"T t:0,.'ti Tw TURBINE SUMP SECTION (TANK #3 ONLY) r -r 0 RLL SUMP SECTION r -r 1S TANK LEVEL PROBE SHALL BE LOCATED IN CENTER BUNG SEE •«OTE: AU. ELECTRICAL CONDUIT 111 SUMP SHALL INCLUDE A SEAL -OFF (TTP.) TURBINE SUMP SECTION (TANK #1 ONLY) r.t NOTES * * O * O * * O TANK: 20,000- GALLON FLUID CONTAINMENT DOUBLEWALL FIBERGLASS TANK, 160 46' COLLARS, STEEL STRIKE PLATES, AND TIE DOWN GUIDES. TANK SHALL BE UL 58 APPROVED ANO METHANOL COMPATIBLE. PIPING SUMP. FUJID CONTAINMENT 48' DIA. FIBERGLASS PIPING SUMP W/33' DIA. RISER AN U0. FIELD CUT TO BURIAL DEPTH. PROVIDE EXTENSIONS IF NECESSARY. POAECO 511C-1600 35' DUAL POINT FILL -SPILL MANHOLE W/12' SPILL 00313 TO MATCH BUNG CONFIGURATION. FILL BOX SHALL BE 5 GALLON CONTAINMENT. OPW 634TT-7065 4' TIGHT FILL CAP AND OPW 6331-8076 FILL ADAPTOR. OPW 6150-410C 4' ALUMINUM DROP TUBE W/OVERFILL VALVE. FIELD CUT TO PROPER TANK DIA. *©POMECO 110-37WT 37' DA. MANHOLE, WATER TIGHT AN0 TRAFFIC RATED. 07 3/4' RIGID CONDUIT. POMECO 110-16WT 12' ROUND MANHOLE, WATER TIGHT AND TRAFFIC RATED. * O * O OPW 23345 4.4a2a2 EXTRACTOR FITTING * DPW 1611-1620 3' ■ 4' VAPOR RECOVERY ADAPTER. * TI OPW 1711T-7065 3' VAPOR RECOVERY CAP. * OPW 53 VIAL -0120 2' F DAT VENT VALVE. * QFE PETRO FEPIST-3 2 H.P. SUBMERSIBLE PUMP WITH LEAK DETECTOR AND CONTROL PANEL * 14 VEEDER ROOT 794390-201 UOU10 SUMP SENSOR. *e VEEDER ROOT NAG 1 TANK LEVEL PROBE. * OENVIRON FEB -6150 1-1/2' FLEXIBLE ENTRY BOOT. * Q VR794980-301 HYDROSTATIC SENSOR (2) - Y a CLOSE NIPPLES (1) - UNIVERSAL 214-VPR 2' FULL PORT BALL VALVE/CHECK VALVE (TYP.2) ( I ) - ENVIRON TEF -0150 TERMINATING F1111N6 (1) - ENVIRON FTB-0150 1-1/2' TEST BOOT (1) - ENVI6011 PCA -0150 1-1/2' GEOFLEX COUPUNO (1) - ENVIRON CTT -2336 36' TEST TUBE *e 42' 10. SUMP CONTAIMENT COLLAR. 1; v.. W/I6R. TAALPLE.RSR Q KILLARK GRSSA A 3/4' JUNCTION BOX. * ® (HVIROS FE8-3075 3/4' ENTRY BOOT. * ®OPW 523LSP-2253 3' WATER COLUMN VENT CAP. SEE DETAIL C ON SHEET T-1. UNIVERSAL 421-303 3' EXTRACTOR W/37-210218 FLOAT VENT * NOTE: ALL REPS ARE LISTED BY MANUFACTURER'S NAME AND MOOEL UPON COSMO WRITTEN APPROVAL A COMPARABLE MANUFACTURER A110 PRODUCT MAY BE SUBSTITUTED. NOTE: PIPING SUMP UOUID SENSOR SHALL BE PLACED ON THE SANE SIDE AS THE PRODUCT PIPING ENTERING THE SUMP. NOTE: ALL ITEMS IDENTIFIED BY AN ASTERISK ARE FURNISHED BY COSTCO, AND INSTALLED BY CONTRACTOR. NOTE: FOR TANK 62 SIPHON SUMP PLAN SEE Ark 8� O a A.E. SCHMIDT ENVIRONMENTAL INC s I T-2 RAMP 0 SEE SHEET C -I FOR ADJOINING CONDITIONS 1B' CONCRETE CROWN (TYP.) REINFORCED CONCRETE SLAB SEE SHEET C-1 SLOPE EXCAVATION 1-1/2 TO 1. DEPENDING ON SOILS REPORT NOTE: MADMEN ARE TO BE PRECAST ABOVE GROUND AND LOWERED INTO EXCAVATION 3/6' PEA GRAVEL BEDDING ANO BACKFILL TYPICAL TO SUB GRADE SURFACE (BOTTOM OF CONCRETE) TYPICAL TANK BURIAL NOTE: FOLLOW UST MANUFACTURER'S COMPLETE CURRENT INSTALLATION INSTRUCTIONS 1/• • r STRAP w/GUIDES BY TANK MFG. FIX TO TANK AT AL DESIGNATED LOCATIONS. 1 /2. GALVANIZED STEEL STRANDED CABLE ATTACH STRAP AND CABLE SYSTEM TO ENGINEERED EYE BOLT ANCHORS SIDE OF EXCAVATION 3/4' JAW it EYE TURNBUCKLE #4 REBAR AT EA. CORNER W/ /3 71ES AT 16' 0.C. HOLD REBAR 1.S' 7 CLEAR OF FORMED SURFACES. 1X le TANK HOW DOWN DETAIL aM-r WALL OF EXCAVATION FOURTH UFT OF PEA GRAVEL, FILL TO TOP OF TANK THIRD UFT OF PEA GRAVEL, TAMP GRAVEL BENEATH TANK SECOND UFT OF PEA GRAVEL, TAMP GRAVEL BENEATH TANK FIRST UFT OF PEA GRAVEL S -64• 6•_11 i• 4.-11. 1•-4 I/2' (TM) 10.00 -GALLON TANK D < MOGTEM fillAr P.JCOKXT TANK SDE ELEVATION SHOMwc STRAP SPACING Ka. r A.E. SCHMIDT ENVIRONMENTAL INC T-3 INA VI OPW 233V 2' EXTRACTOR W/53WIL FLOAT VENT FE PETRO FEPIST-3 2 M.P. TURBINE 3/4' RIGID CONDUIT EMVIRO9 FEB -3075 3/4' FLEX ENTRY BOOT 1YP. OF (2) •ALL SUMP ENTRIES SHALL BE SEALED W/ SIU ON • PIPE ANGLE AT ENTRY 9001 SHALL NOT EXCED A 30 DEG. ANGLE 1N ANY DIRECTION VEEDER ROOT 794390-206 SUMP SENSOR VEEDER ROOT MAC. 1 PROBE TANK 3 TURBINE SUMP PLAN 46• FIBERGLASS REINFORCED PLASTIC CONTAINMENT SUMP 2r MANWAY 2 FLEX CONNECTOR ENVIRON FEB -6300 3' FLEX ENTRY BOOT TYP. OF (1) r ENVIRON GE0FLEX II VENT UNE ENVIRON FEB -6150 1-1/2' FLEX ENTRY B00T TYP. OF (2) ENVIRON CEP -2150 1-1/2" GEOFLEX PRODUCT PIPING ENVIRON GTT -3636 TESTING TUBE EN11009 FT9-0150 1-1/2' TEST BOOT TSP. OF (2) ENV1RON PCA -0150 1-1/3" 6E011E5 COUPLING TYP. OF (2) ENVIRON DAF -2150 DUALADAPTER-1/2' r FASTENERS AS REOUIRE0 BY DISPENSER MFG. DISPENSER SUMP MALL DISPENSER SEAL DETAIL DISPENSER FRAME SILICONE SEALANT MIN. 1/4" BEAD CONT. AU. AROUND BETWEEN FLANGES T.O. ISLAND STRUCTURAL REBAR 1' VAPOR RECOVERY ADAPTER DISPENSER FRAME T.O. ISLAND FORM OPW 60VP-1001 VAPOR UNE SHEAR VALVE 1' TEE FITTING FOR TESTING A.O. SMITH 2' FIBERGLASS VAPOR RETURN UNE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT EN/1RON FEB -6300 3" SUMP ENTRY BOOT TYP. OF (1) PER SUMP DEEP DISPENSER SUMP DISPENSER FRAME ELECTRICAL .1 -BOX SEE STRUCTURAL (5-1) ENVIRON FEB -3075 AND FEB -3100 3/4" & 1" SUMP ENTRY BOOTS TSP. OF (1) EACH PER SUMP (951009 FEB -6150 1-1/2' SUMP ENTRY BOOT TTP. OF (4) PER SWAP IN-LINE DISPENSER SUMP DETAIL r.r ,.;oo,\AESEVo ,co„50,,.aVa\TLK._,_4 T-4 46' F18ERGLA55 REINFORCED PLASTIC CONTAINMENT SUMP SEEDER ROOT MAG. 1 PROBE 4' • 2' D9LTAP BUSHING W/ 2' BLACK IRON SUCTION TUBE VEEDER ROOT 724390-206 SUMP SENSOR ENVIRON FEB -3075 3/4' FLEX ENTRY BOOT TYP. OF (2) • ALL SUMP ENTRIES SHALL BE SEALED W/ SILICON • PIPE ANGLE AT ENTRY B00T SHALL NOT EXCED A 30 DEG. ANGLE IN ANY DIRECTION 3/4" RIGID CONDUIT TANK 2 TURBINE SUMP PLAN r_r ENVIRON FEB -3075 3/4' FLEX ENTRY 9001 TSP. OF (2) PER SUMP •ALL SUMP ENTRIES SHALL BE SEALED WIT14 SILICON "PIPE ANGLE AT ENTRY B00T SHALL NOT EXCEED A 30 DEG. ANGLE IN ANT DIRECTION VEEDER ROOT SUMP SENSOR 3/4' RIGID CL`NOUIT •ALL CONDUIT ENTERING SUMPS SHALL HAVE SEAL -OFFS INSTALLED 46' FIBERGLASS REINFORCED PLASTIC CONTAINMENT SWAP FILL END SUMP PLAN (TANK #1 ALAI) #2 ONLY) r_r OPW IOOH11P-56300 DOUBLE POPPET SHEAR VALVE 1TP. OF (2) PER SUMP ENVIRON SBA -3621 SHEAR VALVE MOUNTING BRACKET TSP. OF 2 PER SUMP DISPENSER SEAL SEE© • T.D. CONI. SLAB ENVIRON 1-1/2' GEOFLEX PRODUCT PIPING (4) ENTRIES PER SUMP ENVIRON 003-3621 DEEP DISPENSER SUMP TYP. OF (4) 9l Intl VEEDER ROOT 794390-206 SUMP SENSOR ENVIRON .115-0150 JUNCTION TEE FITTING TTP Of (2) PER SUMP ENVIRON FTB-0150 1-1/2' TEST BOOT TSP. OF (4) PER SUMP ENVIRON PCA -01S0 1 -1/2' GEOFLEX COUPUNG TTP. OF (4) PER SUMP ENVIRON GCT -3910 10' CONNECTOR 11.19E TSP. OF (2) PER SUMP 22' MANWAY 2' FLEX CONNECTOR ENVIRON FEB -6300 3' FLEX ENTRY B00T M. OF (2) r FIBERGLASS SIPHON PRODUCT UNE INSIDE 3' FIBERGLASS SECONDARY CONTAINMENT FROM TANK /1 r BLACK 90' ELBOW r ENVIRON GEOFLEX II VENT UNE 2' FLEX CONNECTOR OPW 233V W/525111 4' ■ 2' FLOAT VENT EXTRACTOR 3' VENT EXTRACTOR FITTING ENVIRON FEB -7400 4• FLEX ENTRY BOOT TTP. OF (5) A.O. SMITH 3' FIBERGLASS VAPOR RETURN UNE INSIDE 4' FIBERGLASS SECONDARY CONTAINMENT 3' FLEX CONNECTOR 4' FILL TUBE OPENING 1' VAPOR RECOVERY ADAPTER DISPENSER FRAME 1.0. ISLAMD FORM OPW 60VP-1001 VAPOR UNE SHEAR VALVE 1” jTTEE �FFIITTTI�NNGC A.O. SMITH 2TlR3ETITASS VAPOR RETURN UNE INS10E 3" FIBERGLASS SECONDARY CONTAINMENT ENVIRON FEB -6300 3' SUMP ENTRY BOOT TSP. OF (1) PER SUMP SHALLOW DISPENSER SUMP SIPHON CHECK VALVE - (TYP. 2) 3/r COPPER TUBING VEEDER ROOT MAG. 1 PROBE ENVIRON FEB -6300 3' FLEX ENTRY BOOT TYP. OF (1) 2' FIBERGLASS SIPHON PRODUCT UNE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT TO TANK /2 1/2" BLACK TEE 3/6" COPPER TUBING 40' FIBERGLASS REINFORCED PLASTIC CONTAINMENT SUMP FE PETRO FEPIST-3 2 H.P. TURBINE 2' A 12" FIRE SHIELD FLEX (TTP. 2) TANK 1 TURBINE SUMP PLAN r.r ENVIRON FEB -3075 3/4" FLEX ENTRY BOOT TSP. OF (2) PER SUMP •ALL SUMP ENTRIES SHALL BE SEALED WITH SILICON *WPC ANGLE AT ENTRY BOOT SHALL NOT EXCEED A 30 DEG. ANGLE IN ANY DIRECTION VEEDER ROOT SUMP SENSOR 3/4" RIGID CONDUIT •ALL CONDUIT ENTERING SUMPS SHALL HAVE SEAL -OFFS INSTALLED 46' FIBERGLASS REINFORCED PLASTIC CONTAINMENT SUMP r E1MRON GEOFLEX 11 VENT UNE ENVIRON FEB -6300 3' FLEX ENTRY B00T TYP OF (1) 2' • 16' FLEX UNIVERSAL 2145PR-20 r CHECK VALVE/SMUT-OFF TYP. OF (2) ENVIRON PCA -0150 1-1/2' GEOFLEX COUPLING TYP. OF (2) ENV1RON GFP-2150 1-1/2" GEOFLEX PRODUCT PIPING ENVIRON 0AF-2150 OWL ADAPTOR FITTING ENVIRON FEB -6150 1-1/2" FLEX ENTRY BOOT TYP. OF (2) ENVIRON 011-3636 TESTING TUBE ENVIRON FTB-0150 1-1/2' TEST BOOT TYP. OF (2) 314" RKOO CONDUIT ENVIRON FEB -3075 3/4' FLEX ENTRY BOOT TYP. OF (2) • ALL SUUP ENTRIES SHALL BE SEALED W/ SIUCON • PIPE ANGLE AT ENTRY BOOT SHALL NOT EXCED A 30 DEG. ANGLE IN ANY DIRECTION VEEDER ROOT 794390-206 SUMP SENSOR 3' VENT EXTRACTOR FITTING ENVIRON FEB -7400 4' FLEX ENTRY BOOT M. OF (5) A.O. SMITH 3" FIBERGLASS VAPOR RETURN UNE INSIDE 4' FIBERGLASS SECONDARY CONTAINMENT 3" FLEX CONNECTOR 4' FILL TUBE OPENING RLL END VAPOR TERMINATION SUMP PLAN (TANK #3 ONLY) r_r DISPENSER FRAME ELECTRICAL .1 -BOX SEE STRUCTURAL (S -I) ENVIRON FEB -3075 AND FEB -3100 3/4" AND 1' SUMP ENTRY B00TS TTP. OF (1) EACH PER SUMP VEEDER R00T 794390-206 SUMP SENSOR ENVIRON SOS -3621 SHALLOW DISPENSER SUMP TYP. Of (2) ENVIRON 1E5-0IS0 TERMINATING FITTING TIT. OF (2) PER SUMP w aD9 99X790111 TERMINATING DISPENSER SUMP DETAIL r 91Y SD 690710N T-4 OPW 10811MP-56300 DOUBLE POPPET SHEAR VALVE TYP. OF (2) PER SUMP ENV1RON SBA -3621 SHEAR VALVE MOUNTING BRACKET TSP. OF 2 PER SUMP DISPENSER SEAL. SEE T.0. CONC. SLAB ENV1RON PCA -0150 1-1/2" GEO(LEx COUPUNG TYP. Of (2) PER SUMP ENVIRON 1-1/2' GEOFLEX PRODUCT PIPING (4) ENTRIES PER SUMP E1IVIRON FEB -6150 1-1/2' SUMP ENTRY BOOT TTP. OF (2) PER SUMP ENV1RON CTT -2536 36' COAXIAL TEST TUBE TYP OF (2) PER SUMP ENVIRON 5TB-0150 1-1/2' TEST B00T TYP. Of (2) PER SUMP A.E. SCHMIDT ENVIRONMENTAL INC 111 T-4 PONECO will140LE ELECTINCAL .1-11= MINION FO -3.272 FTS -3100 3/4* I' WWI MT MOOTS TIT. OF (1) (AOT KR NAV OMEN TED -4120 i -l/2 VAMP 0171Ef BOOT TYP. Cf (4) PI Rae EIEVMOA 1-/rITE0/113 RNA (4) DIM= PEN SAM EAMON 1225-31121 EXTENOED =KM= SUMP TV DE (4) DT INON OCT -3110 10- CONNECT= PAC TVP. Of (2) PEA WASP $1111111111IIIIVve SWAP IND MA FUTURE ISLAND IN-LINE 13/SPENSER SLA' DETAIL r r MIXON SMA -3421 NEM YKVE MOUNTING MINCICET TYP. OF 2 POI NAV r NA= PLUG TTP.2 T.O. CONC. ALM r ANL VALVE RAL PONT TYP. Of1111014 .ITE -0150 "ACTION TEE FOTO TVP. Of (2) PEN IOW anion FTS -0120 I -I/2" ITIET MOT TM Of (4) PEN WWI CIO. PC4-0150 I -I/2' GEOFIEX COLMAN NIP. Of (4) PEN IMP MEE= OT 7.43110-201 SAN =MOM 3 \boa AESE Ca•tco \ 3307- \ co \ 1",w- -5 FUTURE ISLAND TERMINATING DISPENSER SUMP DETAL r. DISPENSER FRAME AND SHEAR VALVE DETAIL ILINZ114/•P A.E. SCHMIDT ENVIRONMENTAL INC T-5 BALM= / Date. 10/9/97 TUKWILA FIRE DEPARTMENT SPECIAL PERMIT No. 524-97 525-97 526-97 BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, A.E. Schmidt Environmental located at _1151_. Saxon Drive_______. Business Name Business Address having made application in due form, and as the conditions, surroundings, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for *TO Install, alter, remove, place temporarily out of service or otherwise dispose of any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT VALID FOR -Ninety Days - This permit does not take the place of any license required by law and is not transfer- able. Any change in the use or occupancy of premises shall require a new permit. THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE T.F.D./F.P. #2 1unniLtl ri!t; TUKWILA FIRE DEPARTMENT. UNDERGROUND/ABOVEGROUNA FUEL TANK REMOVAL/INSTALLATION-.PERMIT: PERMIT # 5 1 '7 y.25 " ?&Zr"Y 7 _ : . RECEIPT # /&' ? DATE RECEIVED - j'` o - 1' 7 • DATE ISSUED .10-1" • CODE REFERENCE:. 7901.3. 1402 FIRM NAME: A. E. RAN/a0N/14WHONE SI J) 313(9-2-3 q3 FIRM ADDRESS: JOB SITE: 5,4)4.Qf' - We -WE MILAN / 1. (,41%4 eureg NUMBER OF TANKS TO BE REMOVED/ STALLED• INDIVIDUAL TANK .CAPACITY (GALS) : ZD 0M TOTAL AGGREGATE CAPACITY (GALS) : -60)01) • NAME OF BUSINESS AT JOB SITE: COSMO PERSON IN CHARGE:: ithS0711124) • PHONE : (4z5) 3:/ 3 (a 3 / 2 To install, alter, remove, place temporarily out of service or otherwise dispose of any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code. Installation or removal of underground tanks having an individual capacity or total aggregate capacity of greater than 10,000 gallons, and installation or removal of underground tanks located within 200 feet of the Green/Duwamish Rivers requires approval of the Tukwila Planning Department_ All aboveground tank installations require approval of the Tukwila Planning Department." Installation of aboveground tanks shall be limited to MICH, MICL, HI, LI and C/LI zones. The Tukwila Planning Department will require submittal -of a site plan for review prior. to approval. Planning Department: Approved Signature:( .No t Approved Date: 1017 A.E. Schmidt Environmental October 2, 1997 Tukwila Fire Department Attn: Mr. Don Tomaso 444 Andover Park East Tukwila, Washington 98188 Subject: Submittal of Underground Storage Tank Application for the Costco Gasoline Station Dear Don: Enclosed please find a completed UST application for a permit for the installation of three 20,000 -gallon gasoline tanks at the Costco facility located at 1160 Saxon Drive in Tukwila. Also enclosed is a check for $150 for the application fee. I have enclosed a self addressed stamped envelope for you to forward the receipt to me for my records. If you have any questions or need additional information, please call me at (818) 786-2373. Sincerely, A.E. Schmidt Environmental Janet E. Tubbs Project Manager 16509 Saticoy Street Van Nuys, California 91406 (818) 786-2373 (818) 786-5440 FAX VICINITY MAP tire 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: BARGHAUSEN CONSULTING ENGINEERS, JOHN EWNGSEN (425) 251-6222 BARGHAUSEN CONSULTING ENGINEERS, DAVE SEGAL (425) 251-6222 OWNER: COSTCO WHOLESALE, TIM HURLOCKER (425) 313-6010 OTHER: GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTIUTIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 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 GUIDEUNES 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 GUIDEUNES 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 PUBUC 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,NDERGROIJND TANK INSTALLATIONDDITANK 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 RESPONSIBIUTY OF THE INSTALLING CONTRACTOR. HORIZONTAL AND VER11CAL DATUM: THE HORIZONTAL AND VERTICAL DATUMS ARE BOTH LOCAUZED 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, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: 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 ESTABUSH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE FERMII I .L 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 PERM! IILL SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBUC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBUC 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. UTIUTY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE UNES 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. sz 0 50 100 3 I MI l'ITei 11 I II II 1 11 ii 1 1 (1 A1 II IIDDIIDEIII ��V / HI I 110_1_ _1I I i, 2 ,) �� 11 i y 1 // f n _i, / t./ ---.), / 1 tJ= -BOUNDARY UNE -g'OO'E 69.45- uJ 1TTITTT iFFFFFFFFFFribfaTiOTE-6ROUI�D �y,�� '' STORAGE TANKS �e l jmumwP2 -ArlaL 11 f1 II 11 11 ri, 1,TE71111 --r3 i i Iii L=21.199, R=30.000 A=40.4871 I� I� ,1- II I ,_ in - I uIII Lro N5'49 2611E 51.00' EX.\ tCAN9 n 1 ISI U It V -1 >i=k N89'46'.06 302.959 _Na9 E 4O 334.2;'1111111.111.1 ,1> L==82.137, R=115.000 A=40.9225 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. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTIUTIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTIUTIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT 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 TOKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC: ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFUCTS 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 BACKFILUNG ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTIUTY 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 SAFEGUAR)S, 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 SUBMITTEDTO 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. SS OWNER EXISTING ASPHALT EXISTING CONCRETE EXISTING ASPHALT TO BE DEMOUSHED_ EXISTING CURB PROPERTY UNE EXISTING EDGE OF PAVEMENT EXISTING SEWER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PHONE: (425) 313-6010 CONTACT: TIM HURLOCKER P 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 UNDERGROUND CONDUIT 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 02 03 C4 UNDERGROUND TANK INSTALLATION COVER SHEET DEMOLITION AND EROSION CONTROL PLAN UNDERQROUND 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.22 ADDITIVE TANK SUMP INSTALLATION DETAILS T.3.1 ADDITIVE TANK MATERIALS LIST ELECTRICAL SHEET INDEX: El PANEL SCHEDULES AND ELECTRICAL SINGLE LINE E2 MISCELLANEOUS ELECTRICAL DETAILS 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 CALL BEFORE YOU DIG: 1-800-424-5555 UTILITY COACT 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 @ 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTIUTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTIUTIES 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. 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 ADDITION 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 PUBUC 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 DEIHOYED 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. 451 COSTCO DR UST 572-10 0) cc 0 c z oO na Ja CO Ne 1- CI 0 v 0 z L) r LU CO cc 0 O 0 0 O co co W J W Q LU O J < 0 C) O 0) O U a0 iii E (30 Z 0 t 72 -/0 0 0) X E2 IL w X 0 0) Q U Date/Time:9/17/2010 TUKWILA, WA - S 36, T 23 N, R 4 E -ADDITIVE TANK ADDITION DEMOLITION AND EROSION CONTROL PLAN LEGEND C EX. ASPHALT PAVEMENT (�1c==ter EXISTING BARRIER CURB TO BE DEMOLISHED O 11 0 EXISTING ASPHALT PAVEMENT TO BE DEMOLISHED 1"=10' 0 5 10 20 MO Man SOZZI &BMX ZiMi MCC maim tiCaa 12101 BE= ERZ= CCM NEMI MEM IGSZE ZINC SEMI 821011 4203 ECM CCM OMO MUM MCC MEC UMM ECM MCC CZ C CLEARING LIMITS CONSTRUCTION FENCE. SILT FENCE / FIBER ROLLS mws maw slam CLEARING LIMITS ONLY AS NEEDED FOR NEW ItMil,VEMENTS EX. ASPHALT BMW MEM was =Si saws ma faula nen Kama was mass Elan MIMI IMMIS mos CONSTRUCTION FENCE EX. FUELING 0 CONSTRUCTION SEQUENCE: ru U EX. LS AREA ..:= • EX. CURB L MOO MI= SIEZZOI ECM! MOW OMNI r- SHORING MCC MCC CMC CCM MCC MCC CCM MUM COM EX. CURB EX. CURB C EX. LS AREA 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF TUKWILA. 2. FLAG CLEARING OMITS. 3. INSTALL PERIMETER PROTECTION BMPS AS SHOWN ON PLANS. 4. INSTALL STORM DRAIN INLET PROTECTION AS SHOWN ON PLANS. 5. CLEAR AND GRUB SITE, COMPLETE DEMOLITION AND PERFORM ROUGH GRADING. 6. CONSTRUCT SITE IMPROVEMENTS. 7. REMOVE PERIMETER PROTECTION BMPS AND STORM DRAIN INLET PROTECTION. 8. CALL FOR CITY OF TUKWILA FINAL INSPECTION. EX. CONTROLLER ENCLOSURE EX. LS & IRR EX. CURB —TRENCH ROUTE CLEARING LIMITS ONLY AS NEEDED FOR NEW IMPROVEMENTS PERIMETER PROTECTION NOTE: CONTRACTOR SHALL INSTALL PERIMETER PROTECTION MEASURES DOWNSTREAM OF ANY SOIL DISTURBING ACTIVITIES Q STORM DRAM INLET PROTECTION NOTE CONTRACTOR SHALL LOCATE NEAREST DOWNSTREAM DRAIN INLETS)/CATCH BASIN(S) AND INSTALL APPROPRIATE SEDIMENT PROTECTION MEASURES. DE OLf LION VALLOUTS: • 1 t EROSION CONTROL NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. 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 UMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING OMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES 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 FACILITIES 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 STABIUZED WITH THE APPROVED ESC METHODS (I.E. 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. 2 -J J 0 CC F -- O z OQ z O LA 5 0< ste Lu z Q� O '- 0 W t) Lu OD CO O COO t O <4. J COSTCO GASOLINE FACILITY *6 J EXISTING CONCRETE CURB TO BE DEMOLISHED AND DISPOSED OF OFFSITE. EXISTING ASPHALT PAVEMENT TO BE DEMOLISHED AND DISPOSED OF OFFSITE. DEMOLISH EXISTING LANDSCAPE AND IRRIGATION. CONTRACTOR TO RESTORE/MAINTAIN IRRIGATION SYSTEM TO NEW LANDSCAPE AREA. SEE SHEET L1 FOR LANDSCAPE REVISIONS. SAWCUT UNE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING PAVEMENT. U 5 SHORING AS NECESSARY. CONTRACTOR SHALL SUPPLY SHORING DESIGN AND NECESSARY PERMITS PRIOR TO CONSTRUCTION IF REQUIRED. r1 SITE PLAN GENERAL NOTES: • REMOVE EXISTING LANDSCAPING AND RE-ROUTE EXISTING IRRIGATION SYSTEM AROUND CONTROLLER PAD IMPROVEMENTS AS NECESSARY TO MAINTAIN IRRIGATION TO THE SITE. 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. GRATE DANDY BAG® II LIFT STRAPS EROSION/SEDIMENT CONTROL CALLOUTS: A PERIMETER PROTECTION L.t 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. STORM DRAIN INLET PROTECTION Z 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. l�\ CONTRUCTION 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 n O 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. DANDY BAG®I I EROSION CONTROL NOTES: . ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OR EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. • 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 • 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. . ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS DANDY BAG®II Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillory 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. 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. CONTRACTOR TO REVIEW AS -BUILT DRAWINGS IN PROJECT AREA AND REMOVE AND OR RELOCATE ANY SITE APPURTENANCES IN PROJECT AREA THAT IMPACTS THE PROJECT. CATCH BASIN FILTER BAG NOT TO SCALE 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 0 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 UTIUTIES 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. APPUCATIONS 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 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. COTom Irma ki .E CO z • 0 Date/Time:9/16/2010 2:07 PM -o co co TUKWILA, WA - S 36, T 23 N, R 4 E -ADDITIVE TANK ADDITION UNDERGROUND TANK INSTALLATION SITE PLAN TANK FILL CLASS 1 DIVISION 2 EX. E.S.0 SWITCH EX. CONTROLLER ENCLOSURE EX. TANK TURBINES EX. ASPHALT PAVEMENT EX. ES.O. SWITCH EX. DISPENSER AREA O CONDUITS 4) O EA> SiTE PLAN EX. E.S.O. SWITCH EX. 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 UNE 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 11 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. THE OWNER'S REAL ESTATE DEPARTMENT WILL IDENTIFY THE FIRE AGENCY HAVING JURISDICTION, ALL INITIAL DEUVERY 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. ELECTRICAL NOTES: 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 -9UiU ORAWINCS. 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. FlALL 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 GOUFIDED 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 NONMETALUC 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. HYDROSTATIC ANNULAR RISER AND SENSOR NEW VENT TRANSITION SUMP AND VENT RACK AND RISER VENT 8 DISPENSER & VENT SLAB EX. ASPIVIT PAVEMENT --\\ TANK FILL CONNECTION BOLLARD (2) PER DETAIL D/T.1.0 EX. CURB TO REMAIN DETAIL SITE PLAN EX. ASPHALT PAVEMENT 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 IOTPENSER AND VENT SLAB PER DETAIL 1, SHEET C4. CAST—iN—PLACE CONCRETE CURB PER DETAIL 2, SHEET C4. SAWCUT LINE CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING PAVEMENT NEW ASPHALT PAVEMENT PER DETAIL 3, SHEET C4. 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 HELD 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 IRRIGATION TO THE SITE. 3. CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD CONDI11ONS AND INSTALLATION TECHNIQUES. PRIOR TO ADDITIVE DROP, THE G.C. SHALL HAVE THE . VEEDER ROOT MONITORING SYSTEM OPERATIONAL. OWNER WILL NOT SCHEDULE ADDITIVE FOR DELIVERY UN11L THE JURISDICTION HAS AUTHORIZED THE SITE FOR FIRST DROP, VEEDER ROOT iS OPERATIONAL AND MONITORING THE NEW TANK AND THE SITE IS ACCESSIBLE FOR DEUVERY 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 0 3/4" DISPENSER SUMP MONITORING (1) BELDEN #88760. FROM DISPENSER SUMP TO CONTROLLER ENCLOSURE. 0 3/4" TANK & SUMP MONITORING (4) BELDEN #88760 _ FROM TANK TO CONTROLLER ENCLOSURE. LOOP AS REQUIRED. 0 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 I• EE 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 DiREC I IONS. 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 PiI, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART I5 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. UTILITY CONFUCT NOTE: 1. 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'—O" 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 COMPAi1BLE 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. 11. 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. 13. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY OWNER). CALL BEFORE YOU DIG: 1-800-424-5555 CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISi1NG 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 POTHOUNG 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 CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. i 0 0 0 0 z z O Q z J d JE z z z a 1.1J O f".) C • Q LU z RIVE, SUITE 150 400 COSTCO co -J COSTCO GASOLINE FACILITY #6 COSTCO WHOLESALE 0 N 0 N 0 U z W 0) rn 0 E 0 0 0 m 0 n 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 PUBUC 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 REGIS IEKED 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. 0) C cr w X 0 I 0 0) 0 U oo 0 0 N 0) 0) E 0 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 ASPHALT PAVING PER CML EltitreliZESMS 6" MIN. PCC CONCREft (3,000 PSI MIN. COMPRESSIVE STRENGTH) 2" OF CSTC COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY COMPACT SUBGRADE TO 907, MAXIMUM DRY DENSITY RADIUS CORNERS, TYP. 6" CONC. SIDEWALK AS INDICATED IN PLANS PLANTING PER LANDSCAPE DRAWINGS ill—ISI—ISI—ISI—III =--� -1 I I—III— I IIII IIII I1 1I lJ_I_I.I I: l 1,I -�.Il l._l:r, I i I �. II, I_ I I �_�: ri. i L..I ILIJ_L_LI. iI=1 — III —IIII I H I II—I I-111-11 A 000 �� a. I—II— I I—I I I-1 11 11 11—H 1- Q. 4 11 III —1 1=1 I I I=1 I i-111= $o 0 o o oQ ° =1 III—II=1 I—I =1 1-1 —1 1 1-111=, I L► �_� ``�� I I-1 l 11=1 11=1 I I—I I—I i I -I 11 -IIF -111 -II =_ I I 11-1 1-111-1 I I-1 I I� III 11 III 111 111 111 III 11 Hi=1 i 1=1 1=1 11; piliirI1-1111111 =I =1- -111-11E-111=-111 -1 I;,III;III-1 CONCRETE DISPENSER AND VENT SLAB SECTION #4 BARS CONT. TOP AND BOTTOM NOT TO SCALE 1. PROVIDE EXP. JOINTS AT 25' 0.C. AND @ THE START AND FINISH OF ALL CURVED SECTIONS CAST—IN—PLACE CONCRETE CURB NOT TO SCALE 4" ASPHALT CONCRETE PAVEMENT "SCHOOL YARD MIX" PER COSTCO STANDARDS 8" BASE COURSE (2" MINERAL AGGREGATE TYPE 1) (6" MINERAL AGGREGATE TYPE 2) COMPACT SUBGRADE TO 90% MAXIMUM DRY DENSITI ASPHALT PAVEMENT SECTION NOT TO SCALE LL w x 0 a_ y) 0 N TUKWILA, WA - S 36, T 23 N, R 4 E LANDSCAPE PLANTING 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. SUBSTITUTION S 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 uuuuua••• I AAAA •uuu•u• • • 41,),•uuaaua�uuuu • a. �. . e • f�REPAREDNG PLANTI 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 PLANT MATERIAL SPACING DETAIL SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TC GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. NOT TO SCALE 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH —I' =1 MULCH AT CURB DETAIL CURB NOT TO SCALE ADDITIVE TANK ADDITION ODIFICATION PLAN LANDSCAPE PLANT MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAMES SIZE CONDITION SPACING QUANTITY EX. ASPHALT PAVEMENT —\ EX. CURB TO REMAIN •• 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 ADJUST, MODIFY AND/OR REPAIR EXISTING IRRIGATION SYSTEM AS REQUIRED BY NEW CONSTRUCTION, AND PLANTING RESTORATION TYPICAL BOLLARD — TYPICAL I/ 424111211.11111.11111V _ ...... O ..4: ,1 i , vim, EX. CONTROLLER CONDUITS ENCLOSURE EX. CURB TO REMAIN EXISTING TREE — TO REMAIN, SAVE, AND PROTECT 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. EX. ASPHALT PAVEMENT 0 2.5 5 10 Xref: , z14788—t.dwg, z14788—a.dwg, z14788—bl.dwg w cc x I 0 o a) T:3 U STATE OF WASHINGT, REGISTI,'n LANDSCAP "A`C.t9`ECT A w M. SEIDEL,,,/ CE` IFI,' ATE NO,,, -7'06 (VALID ONL WIT - IGNATURE) EXP1R 12/15/10 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 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. co Eoo Z �} o 4-, r 0 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' 0.C. 12" 0.C. 5 AS REQUIRED O 0�������� ♦�����������♦ '.'.'.'.'.''.''.'.'.'.''.'.'.'.'.'.''.''.'.'.''. EX. ASPHALT PAVEMENT —\ EX. CURB TO REMAIN •• 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 ADJUST, MODIFY AND/OR REPAIR EXISTING IRRIGATION SYSTEM AS REQUIRED BY NEW CONSTRUCTION, AND PLANTING RESTORATION TYPICAL BOLLARD — TYPICAL I/ 424111211.11111.11111V _ ...... O ..4: ,1 i , vim, EX. CONTROLLER CONDUITS ENCLOSURE EX. CURB TO REMAIN EXISTING TREE — TO REMAIN, SAVE, AND PROTECT 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. EX. ASPHALT PAVEMENT 0 2.5 5 10 Xref: , z14788—t.dwg, z14788—a.dwg, z14788—bl.dwg w cc x I 0 o a) T:3 U STATE OF WASHINGT, REGISTI,'n LANDSCAP "A`C.t9`ECT A w M. SEIDEL,,,/ CE` IFI,' ATE NO,,, -7'06 (VALID ONL WIT - IGNATURE) EXP1R 12/15/10 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 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. co Eoo Z �} o 4-, r 0 File:P:\14000s\14788\engineering\14788—L1.dwg VENT CAP VENT CAP 2" SCH. 40, BLACK IRON ADDITIVE VENT RISER PIPE 2" SCH. 40, BLACK IRON ADDITIVE VENT RISER PIPE SINGLE HOSE ADDITIVE DISPENSER SINGLE HOSE ADDITIVE DISPENSER ADDITIVE NOZZLE ADDITIVE WHIP HOSE 2" PIPE COUPLING ADDITIVE HOSE ADDITIVE BREAKAWAY DISPENSER POWER CONDUIT SEAL OFF 1" BLACK IRON SUCTION PIPE INSIDE 2" BLACK IRON SUPPORT PIPE 2" COMPRESSION FITTINGS BRAVO EO -EBS ADDITIVE NOZZLE ADDITIVE BREAKAWAY ADDITIVE HOSE 1-1/2" X 1" REDUCER BUSHING AT SHEAR VALVE BRAVO EO -EBS GRADE SHEAR VALVE 2" BELL X MALE ADAPTER 2" FRP BONDED FITTING (TYP.) 2" X 18" FLEX CONNECTOR SHEAR VALVE II 1i it ��2170 1ll lIrif .II.�. AMERON 3000 LCX 2" COAXIAL FRP LINES (HYDROSTATIC MONITORED) LIQUID SUMP SENSOR TO INTRINSICALLY SAFE WIREWAY IN BUILDING TO POWER WIREWAY IN BUILDING 1-1/2" X 18" FLEX CONNECTOR 2" FEMALE X 1-1/2" MALE SWIVEL 2" FRP BONDED FITTING (TYP.) 1-1/2" X 18" FLEX CONNECTOR 2" FEMALE X 1-1/2" MALE SWIVEL 2" FRP BONDED FITTING (TYP.) A: SIDE VIEW - ADDITIVE VENT/DISPENSER TRANSITION ASSEMBLY SCALE: 1" =1'-0" LIQUID SUMP SENSOR FIBERGLASS TRANSITION. SUMP B: FRONT VIEW - ADDITIVE VENT/DISPENSER T SCALE: 1" =1'-0" 1-1/2" X 18" FLEX CONNECTOR 2" FEMALE X 1-1/2" MALE SWIVEL f BRAVO EO -EBS 2" COMPRESSION FITTINGS 2" X 18 FLEX CONNECTOR 2" BELL X MALE ADAPTOR 2" FRP BONDED FITTING (TYP.) FIBERGLASS TRANSITION SUMP 6" BOLLARD (TYP.) AMERON 3000 LCX 2" COAXIAL FRP LINES (HYDROSTATIC MONITORED) C: PLAN VIEW - ADDITIVE VENT/DISPENSER T SCALE: 1" =1'-0" OTE: XX NEL ITEMS FOUND ON MATERIALS LIST SHEET T.4.1 1,500 GALLON CAPACITY BRINE RESERVOIR AND INTERSTITIAL MONITOR 42" DIA. SUMP 22" DIA. MANWAY TANK WEIGHT 1,150 LBS DRY 1,500 LBS W/BRINE UNDERGROUND TANK PLAN VIEW. SCALE: 1/2" = 1 '-0" ® NOTES: UST INSTALLATION 01 SLOPE CONCRETE AWAY FROMr ALL MANHOLES 1" RISE. OVER 12" RUN. O2 REINFORCEMENT TO BE #4 ® 18" 0.C. BOTH WAYS OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. QREINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. OSENSOR 5 SINGLE 3/4" CONDUIT TO EACH TANK. LOOP HOME RUN FROM INTERSTITIAL 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. OSUBSTITUTES USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN Y8" & MAX OF" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD REPRESENTATIVE. 077TANK 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. ,� \" CUT 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 Q BALL FLOAT VALVE IS PROVIDED AND DESIGNED FOR PREVENTING OF WETTING OF THE VENT PIPING ONLY. UST OVERFILL COMPLIANCE IS ACHIEVED BY THE USE 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. ONOTA INDICATES ITEMS FOUND ON MATERIALS LIST (1) 3.5' DIA. SUMP PHIL-TITE FILL 8" THICK CONCRETE SLAB (TYP.) (TYP.) TANK 4.0' DIA. 1,150 LBS -02 4' MIN. COVER DEPTH >/�/�/�/�/ CONTRACTOR TO SHORE \/j\\/\/ ALL FOUR SIDES OF TANK mu re= effro \\\\\ EXCAVATION AS NEEDED SVA/VAArVAA/VA - , .° • 1 - f FITTING & 3" BALL FLOAT N p ///////\ STRAIGHT XTRACTOR j\\/\/\� p DROP TUBE , ®®VALVE LOCATED AT 98% CAPACITY \ f �� iPi40 \\ \ !J11 TANK LEVEL GAUGE W 2 FLOAT KIT.era. OVERFILL ALARM AT 90% CAPACITY ...,/ / & 1.61. ,. .. , , .. • .. :.:.: p 1 11 .,0. • . 4.: „, , , „..... ..., ,......, , ,. , . . / l .o•• •.p.. .�i. . 1f-0" - • *°.:-*;:� MIN. PEA RAVEL \/ O INSTALLED OVER : w b.• : ;b.:• • :9 . :•.., ` w`' COMPACTED SOIL TANK SHALL BE SET DEAD LEVEL i\/\/\/\/\/\/\/\\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \ \ \ \ \ \ \ \ \ \ \ \ \ /\//%,/, /X /,' ice\; /\A /\. .\\ \\/\/\\/\//. /\A\\`/\/\%\.% /\.\\ / \//, //�\\/ j/ \ '\\\\\\\\\\\.��\/\\\,\\\/\\\/\\\/\\\/\, ///, /\, 2' MIN. "- END OF TANK TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 4' FRP RISER TO GRADE 18" MANHOLE ASPHALT AND STONE PER PROJECT SPECIFICATIONS BACKFILL WITH PEAGRAVEL AS PER TANK MANUFACTURER _ SPECIFICATIONS. (TYP.)--* A: UNDERGROUND TANK SECTION DETAIL. SCALE: 1/2" = 1'-0" NATIVE VIRGIN SOIL BUOYANCY CALCULATIONS CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: TANK WITH .SPHERICAL ENDS, 4.0' 0.A. DIAM. (4' NOMINAL) TANK LENGTH: 16'-11" TANK DIAMETER 4'-O" EMPTY TAM< 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 HOLD DOWN CALCULATION 1Q 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 0 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 - 29.0 CU FT 2 29.0 CU FT X 57.6 LBS/ CU FT = 1,673 LBS ® DRY WEIGHT OF TANK: 1.150 LBS TOTAL HOLD DOWN: TOTAL HOLD DOWN: 26.894 LBS TOTAL TANK UPLIFT: 14,914 LBS 26.894 LBS - 1.80 _SAFETY :.FACTOR SCALE: NTS 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) OWATERTIGHT REDUCER BOOT AND CLAMPS 3" RUBBER CAP WITH CLAMP 2' TYP. 1/3.H.P. TURBINE PUMP W/ .1 GPH PLLD CROWN PEA GRAVEL BACKFILL WATERTIGHT SHROUD BOOT AND CLAMPS JUNCTION BOX (TYP.) 3/4" DIAMETER GROUND CLAMP #6 COPPER SOLID BARE WIRE CONTRACTOR TO INSTALL CLEVIS AND COTTER PIN TANK GAUGE ADAPTER & CAP Tin (III II�IMIER ��s�4V4+444,�4i IIID'•. HI!!REI 1 ri .w. __# �,.i 2" COAXIAL D.W. FRP PRODUCT SUPPLY LINE ' IUlII;11IiI�IIIit 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 4"x4"x2" EXTRACTOR TEE FITTING Q SUMP LIQUID MONITORING SENSOR IN HOLDER 2"x18" MALE SWIVEL x FEMALE NPT FLEX 30 CONNECTOR (TYP.) STRAIGHT DROP/7;\ TUBE (TYP.) X 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. A: ELEVATION - GASOLINE FILL & STAGE IINVENTrRISSEF SCALE: 1" =1'-0" 34" O.D. FILL WATERTIGHT LID W/ (2) 13" 0.D. ACCESS OPENINGS & 6" OBSERVATION PORT ENCLOSURE TOP FACTORY BONDED JOINT ROUND SUMP BODY 34" LID O.D. 32-3/4" NECK O.D. BOTTOM FOR TANK HOLE aTEarffilT) r. 00 N CN 42" DIA SINGLE WALL FIBERGLASS ROUND CONTAINMENT SUMP JACK SCREW (TYP.) 4" FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX 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 B: PLAN VIEW SCALE: 1" = 11d0" 42" DIA SINGLE WALL FIBERGLASS Q 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.) DIAMOND PLATE ANCHOR (TYP. 4) TANK RTIfiHT FILL SIDE_MANHOLE 16" 4"X4"X2" EXTRACTOR FITTING 22" MANWAY LEVEL GAUGE LOCATION 0.00 0 TO SUMP SENSOR 8 EXPLOSION PROOF JUNCTION BOX FOR STANDARD MONITORING DEVICES ONLY 1/3 H.P. TURBINE PUMP / `riii W/ .1 GPH PLLD 2x18 MALE SWIVEL x FEMALE j NPT FLEX CONNECTOR (TYP.) 411) 2" COAXIAL D.W FRP VENT LINE SUMP TO BE BONDED TO TANK AT FACTORY 3/4" CONDUIT PENETRATION FITTING 3/4" CONDUIT 42" I.D. Q SUMP LIQUID MONITORING SENSOR IN . HOLDER 18" MANHOLE PEA GRAVEL BACKFILL 4" .FRP ANNULAR RISER SEAL OFF HOME RUN TO BUILDING BRINE RESERVOIR HYDROSTATIC SENSOR E: ELEVATION - BRINE RESERVOIR SCALE: 1° = 1'-O 2" FRP BONDED FITTING (TYP.) Q — NOTES SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN © REINFORCEMENT TO BE #4 © 18" 0.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 0, EEL INDICATES ITEMS FOUND ON MATERIALS UST SHEET T4.1 2" BELL X MALE ADAPTER 2" COAXIAL D.W. FRP PRODUCT SUPPLY LINE C: WATERTIGHT FILL SUMP RISER SCALE: NTS D: TYPICAL TANK TOP DETAIL AT FILL SCALE: 1" =1'-0" ADDITIVE 4 .. MATERIAL I ITEM QTY. DESCRIPTION C RIPTIO UFACTURER 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 Q 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 "CONTAINMENT SOLUTIONS" - PART OF FILL SUMP PACKAGE 1 WATERTIGHT REDUCER BOOT WITH CLAMPS FROM 13" ACCESS OPENING TO SPILL BUCKET "FRANKLIN FUELING/PHIL-TITE" MODEL NO. WTRC-1315 0 • 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 WITH PRODUCT SIDE DEBRIS BUCKET # PB 1005 TB "SQAURE D" EM -01 1 '13" RUBBER CAP WITH CLAMP FOR 13" ACCESS OPENING IN WT SUMP "FRANKLIN FUELING/PHIL-TITS" MODEL N0. WTRC-1300 Q 1 FILL ADAPTER - 4"x2" "OPW" MODEL NO. 1612AN-0200 "FE PETRO" FE -STP --CBS 1 PRODUCT TOP SEAL FILL CAP "OPW" MODEL NO. 634B-0160 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 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 N0. 794380-301 "VEEDER-ROOT" MODEL N0. 330020-435 USED _ mNOT 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 1 TANK LEVEL 4'-0" MAGNETOSTRICTIVE PROBE -0.1 GPH "VEEDER-ROOT" MODEL NO. VR -846390-101 MAC 1 1 4" FLOAT PROBE INSTALL KIT FOR MAG 1 TANK LEVEL PROBE "VEEDER-ROOT" MODEL NO. 846400-001 1 4" MONITORING CAP AND ADAPTER KIT, 3/8" GROMMET W/0 LUGS (TANK LEVEL GAUGE) 'VEEDER ROOT" MODEL # VR -312020-952 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 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-EO-00-10 f 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 1 STANDARD DISPENSER NOZZLE "HUSKY" XS SERIES "OPW" MODEL NO. 11A MODEL NO. 159503-03 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" 1 BREAKAWAY VALVE "HUSKY" MODEL NO. HS -3360 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 SYSTE ATERIAL LIST. ITEM . DESCRIPTION ANUFAMANUFACTURER NOT USED 1 EIGHT INPUT INTERSTITUAL/LIQUID SENSOR INTERFACE MODULE "VEEDER ROOT" MODEL NO. VR -329358-001 1 DOUBLE POPPET SHEAR VALVE, 1-1/2" M -NPT TOP STYLE, BOSS MOUNTED (COMBO BODY) OPW MODEL NO. 10BHMP-5830 "OPW" 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 • 1 EMERGENCY SHUTDOWN SWITCH "SQAURE D" EM -01 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 1 CONTROL BOX "FE PETRO" FE -STP --CBS 1 PRESSURE LINE LEAK DETECTOR "VEEDER-ROOT" MODEL NO. 848480-001 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. 0 INDICATES MATERIAL SUPPUED BY OWNER. ALL ITEMS SUPPLIED BY OWNER ARE SUPPUED THROUGH ANS DISTRIBUTING. CALL (602 278-3000) TO COORDINATE MATERIALS DELIVERY SCHEDULE WITH ANS AND VERIFY EQUIPMENT COUNTS (72 HOUR NOTIRCATION REQUIRED). CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EQUIPMENT IS ACCOUNTED FOR AND ARRIVES AT SITE IN UNDAMAGED CONDTIION (48 HOUR TIME LIMIT). AFTER THIS 48 HOUR UM' THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE EXACT PART(S) THAT !SCARE) EITHER MISSING OR DAMAGED' INDICATES MATERIAL SUPPUED 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 SUPPLED AND INSTALLED BY CONTRACTOR. Con c o 0 Q reZ le 0 m 0 0 z 400 COSTCO DRIVE, SUITE 150 CO > 00 W 0) 8 Q 0 —1 g 03) C co cy, -4. SCJ to V g2 v c Fri 0v+ 3 a o 0 Y U m .c 0 0 0 0 a) a 0 jg CC) z 0 r PANEL A MAIN/GENERAL VOLTAGE: 120/208 VOLT -30, 4—WIRE BUSS: 225A BREAKER RATED: 10,000 A.I.C. MAIN BRKR: M.L.O. SPACES: 42 * LISTED FOR SERIES COMBINATION WITH CURRENT LIMITING MAIN FUSE. CIRCUIT DESCRIPTION LOAD BREAKER PHASE A B C NOTES LCL LEFT SIDE (ODD CIRCUITS) 1 MODEM, VEEDER ROOT, D -BOX, CAMERAS, (VIA UPS) 2640 30-1 2640 3 5 7 CANOPY LIGHTS 1 CANOPY LIGHTS #2 SPACE 940 20-1 940 940 20-1 940 0 FILLER 0 9 11 CANOPY LIGHTS #3 CANOPY LIGHTS #4 774 20-1 774 774 20-1 774 13 SPACE 0 FILLER 0 15 17 19 CANOPY LIGHTS #5 SIGNS/FASCIA #1 /SECURITY LTS SPACE 986 20-1 986 1270 20-1 1270 0 FILLER 0 21 23 S SIGNS/FASCIA #2/SECURITY LTS 1505 20-1 1505 U SW -1 SW -1 SW -1 SW -1 SW -1 SW -2 SW -2 UARE D IpaCS LIGHTING CONTROL POWE R 240 15-1 240 25 SPACE 0 FILLER 0 27 29 CANOPY LIGHTS #6 FUTURE CANOPY LIGHTS. 7 FUTURE 0 FILLER 0 0 FILLER 0 SW -1 SW -1 Y Y Y Y Y Y Y Y Y Y Y 31 SPACE 0 FILLER 0 33 CONTROLLER ENCLOSURE AC/HEAT 2500 35 CONTROLLER ENCLOSURE AC/HEAT 2500 30-2 \ 30-2 / 2500 2500 37 SPACE 0 FILLER 0 39 41 RIGHT SIDE (EVEN CIRCUITS) SPACE SPACE 0 0 FILLER FILLER 0 0 2 SURGE DIVERSION — BUILDING 10 30-3 10 4 SURGE DIVERSION — BUILDING 10 30-3 10 6 SURGE DIVERSION — BUILDING 10 30-3 10 8 SPACE 0 FILLER 0 10 SPACE 0 FILLER 0 12 CONTROLLER ENCLOSURE LIGHTS 720 20-1 720 14 FE PETRO IST 1 FE PETRO IST - 1 960 20-3 960 16 18 20 22 24 26 28 30 FE PETRO IST 1 FE PETRO ICT � 1 960 20-3 960 IST , 1 FE PETRO IST , 2 FE PETRO IST ; 2 FE PETRO IST 13 FE PETRO IST ; 3 FE PE I RO IST ; 3 FE PETRO IST 2 960 20-3 960 960 20-3 960 9.60 20-3 960 960 20-3 960' 960 20-3 960 960 20-3 960 960 20-3 960 32 SPACE 0 34 ADDITIVE TURBINE PUMP 960 20-2 960 NEW LOADS 36 ADDITIVE TURBINE PUMP 960 20-2 960 38 SUB FEED TO PANEL B 9900 100-2. 9900 40 SUB FEED TO PANEL B 2364 100-2 2364 42 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 LCL 0 4205 3704 PLUS 25% 0 1051 926 TOTAL VA 15430 13970 11220 AMP PER P 128.4 116.4 93.4 PANEL LOAD 112.7 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 CIRCUIT DESCRIPTION LOAD BREAKER PHASE A B NOTES LCL LEFT SIDE (ODD CIRCUITS) 1 DISPENSER #1 3 960 20-1 960 5 DISPENSER #2 960 20-1 960 7 9 DISPENSER #3 960 20-1 960 11 13 15 17 19 RIGHT SIDE 2 4 6 8 10 12 14 DISPENSER #4 960 20-1 960 DISPENSER #5 960 20-1 960 (EVEN CIRCUITS) DISPENSER #6 960 20-1 960 DISPENSER #7 960 20-1 960 DISPENSER #8 960 20-1 960 SPARE 1500 16 18 20 SPARE 1500 30-2 30-2 1500 1500 SPARE 720 20-1 720 QUAD RECEPT. — GENERAL USE 864 20-1 864 NOTE: ALL LOADS ARE EXISTING. NO CHANGES TO THIS PANEL. TOTAL VA 9900 2364 LCL 0 0 PLUS 25% 0 0 TOTAL VA 9900 2364 AMP PER P 82.5 15.5 PANEL LOAD 49.0 NOTES: U. 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. a Existing Panel Schedule E-1 NOT TO SCALF EXISTING UTILITY VAULT OR POLE BY POWER COMPANY TO UTILITY SERVICE BY POWER COMPANY EXISTING 3/4" x 10' COPPER CLAD STEEL GROUND ROD. EXISTING 2" C, (4) #3/0 THWN C.U. + (1) #4 C.U. E.G. EXISTING NEMA 3R, 200A, METER SOCKET MOUNT ON EXTERIOR WALL OF CONTROLLER ENCLOSURE EUSERC COMPLIANCE 65,000 AIC SQ D CAT NO. UTH7213T r L EXISTING (1)-3" UNDERGROUND PVC CONDUIT (SCHEDULE 80) EXISTING UTILITY PAD MOUNT TRANSFORMER WITH CONCRETE PAD EXISTING (1) — #4 COPPER GROUND WIRE. 2" C, (4) #3EXISTING /0 THWN C.U. + (1) #4 E.G. EXISTING NEMA 3R, 200A, 200A FUSE /: (TYPE KTN—R-200) SERVICE DISCONNECT SWITCH MOUNTED ON WALL OF CONTROLLER ENCLOSURE SQ D CAT NO. D324—NR—B EXISTING CONCRETE ENCASED tY'� GROUNDING ELECTRODE. 2" C, (4) #3/O THWN <5' (4) #4 GND. POWERBOX MODEL: CSTC0618021 NEUT. SYSTEM GND. —A- 42 SPC 120/208 LUGS ONLY 0 SURGE GND. ISOLATED GND. 20 SPC 120/208 SUB FEED CONNECTED LOAD = 38.6 KVA J EXISTING CONTROLLER ENCLOSURE (3) #3 THWN C.U. (1) #8 GND C.U. NOT TO SCALE 110 . VOLT AC 60 HZ WIRING NOTE: ALL ELECTRICAL WIRING MUST CONFORM TO LOCAL ELECTRICAL CODES. 110 VOLT PUMP MOTOR / IJ o< zfx D o o 0z POWER SOURCE JUNCTION BOX *CONNECT RED AND BLACK WIRES TO 110 VAC WIRE UNLESS SEPARATE CIRCUITS ARE REQUIRED DASHED LINES INDICATE FIELD WIRING SINGLE PHASE MOTOR CONTROL PANEL WIRING DIAGRAM FOR SUBMERGED TURBINE PUMPS WITH 120 VOLT COIL LINE STARTER CIRCUIT MODEL STP—CBS LINE STARTER --®120 V COIL® 62.9.6 LOCKOUT SWITCH NEON PILOT LIGHT SUBMERSIBLE (STP) (1) 3/4"C, (3) #12 THWN + (1) #12 GND 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. d 120/208 OR 240 V SINGLE PHASE POWER SUPPLY BLACK ORANGE BLACK RED -OIL FILLED CAPACITOR (W/BLEED RESISTOR)• PLUG CONNECTOR 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. NOTE: SEE PRODUCT INSTALLATION INSTRUCTION FOR FURTHER DETAILS. WIRING MUST CONFORM TO ALL FEDERAL, STATE, AND LOCAL ELECTRICAL CODES. MOTOR CONTROL PANEL IS FOR .NON -HAZARDOUS LOCATION USE ONLY. THERMAL - OVERLOAD SINGLE PHASE MOTOR Tur:. P p Wiring Diagram NOT TO SCALE c •.i1) a 0 0 a z z J J co (40 ..J 4 Rims L.4 en ge" W� co QZ � z J tIN C1) 0> Qr� p co u o 17-1 o O 0 co Lu < p a. 0 0 is LL w w J 0) ISSAQUAH, WA 98027 O U V) 0 0 0 17) 0 C 0 c 2 0 Y 0 m s C.) 0 0 0 0 w z w N LO N 00 Q N 0o L it L( 0,4 04 cn zj zW zN oz SW z 0o zce5 �z Ww C7 _ F w — Cr U l= ,r 0 w 36.0000 8.2500 AC LINE I i AC NEUTRAL T. Y p fGUARD COMPANY _ GROUND t , I'CHASSIS 4 BARRIER GROUND 40— 1. .31 hJb:�l p p 1 p N L POWER AEA w I\TI\SICALLY-SAFE AEA eD El a �oY°oo°oi I 0 00 ® © J �. ® � GROUND•"� e [oni GROUND e 0 � Q III o SEE DETAIL "A" ' TYPE: NOT USED ULTYPE: NOT USED Ix o 88 cod1 "' .. .PANEL 1 SPARE SPARE POSITIONMODULE RECORD: POSITIONMODE RECORD: 16 8 6 16 8 1 5 2 6 3 7 3 7 MISCELLANEOUS EL ADDITIVE TANK 400 COSTCO DRIV TUKWILA, WA COSTCO GASOLINE SPARE SPARE 4 8 4 8 , ..SPARE "15 ° PANEL „ °POSITION 15 7 MODULE TYPE: NOT USED MODULE TYPE: NOT USED RECORD: POSITION RECORD: 1 5 1 5 2 6 7 2 6 SPARE SPARE 14 6 3 7 3 7 4 8 4 8 MODULE TYPE: NOT USED MODULE TYPE: NOT USED • 36.00001 POSITION RECORD:6 POSITION RECORD: SPARE 13 5 SPARE 14 1 5 6 1 5 2 15.9993 _I 21.9867 6 3 7 ..+ o�! mAxRAU SENSOR PRESSURE -�F1-T2-r3-r4-F5-767 OUTPUT RATING VOC 4 8 4 8 �° '�f « , is.o N it�a t m I MU �'r®�^ ��IIe i m • . . • , 0 0 • • • s AMP SPARE SPARE MODULE TYPE: NOT USED MODULE TYPE: 12 INTERSTITIAL SENSOR INTERFACE 4 000�i�®¢►�0�0�J PLLD PLLDTURBINE POSITION RECORD: POSITION RECORD: ADDITIVE TANK SENSORS PRESSURE UNE LEAK INTERFACE MODULE SUMPS 1 5 W 1 3 [J 1 ADDITIVE ANNULAR 5 ' ��+2-T+3-]-4�+5 +s�+7�+8� aimu SENNG 2 6 2 ADDITIVE TURBINE 6 NEW -!- ( 1g � } „„tm= i�ii� m �t®ii „ iu>I m' O SPARE..... SENSOR ..... is vac 15 AMP 3 7 3 7j Stu r” � 1 1 3 0 0 0 0 ¢> 0 0 0 ¢► +� m 0 0 0 0 0 TANK & SUMPS DISPENSERdh 4 8 4 8 S < , � �_®,�. 1r-1 , - `vt i,. rse �;�,,,;�; ;,,�t DISTANCE IS FOR REFERENCE ONLY. INTERSTITIAL SENSOR INTERFACE MODULE SENSORS MODULE TYPE: NOT USED MODULE TYPE: PLLD INTERFACE MODULE 1 - UNL 1 2 -UNL 2 3 - PREM. PUT SIG m arz: INTERIOR CABINET SIDE VIEW PI LI poi IN PR LIP IPI PR POI PR - PUMPI NEUTRAL} ' 2 3 s 7 s,�SENSDR + -i -1 + -1 -t -1 + -1 + -1 + -1 + ourP He POSITION RECORD: POSITION RECORD: TURBINE T PLLD` 1:—t 1 Itl1 °"" ® 8 11111 O o ....... U - UNE POWER INP ' SENSOR --�-1 5 1VOC GlR7000 . 0 . um . • 000 • PO - PUMP OUTPUT CONTROL . • • • • • . • • .... , t. 5 AMP 12 1 5 1 REG. UNLEADED #1 5 SPARE %LLQ 8 Q PARTS LIST FOR RETRO—FIT 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01207c g 2 0 0 0®®� �+a 0+ r� 0 0 ®0 0 TANK SUMPS 2 6 2 REG. UNLEADED 6 SPARE J t�1 — — 'a'"'AMMI �"' —•' _ DMEX MODULE. O PART #: 5600470 PRESSURE LINE LEAK CONTROLLER MODULE z" INTERSTITIAL SENSOR INTERFACE MODULE SENSORS 3 7 3 PREM. UNLEADED 7 SPARE NEW s LLI 0 — — — •�•��• 4-RaaY aufPur ►�oouE ROBE—► PROBE PROBE--45.-E 4 8 4 ADDITIVE 8 2—�— t-1 2•- 3-3 4 1 3 4 MAXIMUM SENSOR SPARE — t� }- w� 1 " O (2) END CLAMPS �.- RELAY TO EXTERNAL DEVICE rNG No G I NO c NC No c I Nc No c E-1-2-:-.4-3:1- (— T T _I OUTPUT NG MODULE TYPE: A NOT USED MODULE TYPE: INTERSTITIAL SENSOR INTERFACE _ — — p . MEM PART #: osooss6 • • R(]AY ttArt�S ' ' ' ` ° ' t5'' .J a < ' 9 120VAC,OR 1• POSITION RECORD: POSITION RECORD: TURBINEf DISPENSER SENSORS 0 16.6875 J _ — `" ' nom UM mil MN MEW = © 3 6" OF DINRAIL 00000 0000000 000 0 0 0 TANK LEVEL ,, Iii GAUGES 1 .2 5 1 PREM. UNL TURB 5 DISPENSER 7/8 III PROBE INTERFACE MODULE 1 1 6 3 _ PART #: 9080MH379 2 DISPENSER 1/2 6 DISPENSER 9/10 _ ;� 3 7 3 DISPENSER 3/4 7 DISPENSER 11/12 `� '' < Panel Panel * ® ® E ® 4 8 4 DISPENSER 5/6 8 �` >� —I 0`�' o O PARTR# 65650836E MODULE TYPE. PLLD CONTROLLER MODULE MODULE TYPE: INTERSTITIAL SENSOR INTERFACE ` I— 0) 0 oa °a CONTACT ANS DISTRIBUTING POSITION RECORD: - POSITION RECORD: TURBINE/FILL/ANNULAR SENSORS (1) 0) FROM —1— LAST DMEX MODULE (20" FOR PRICING & AVAILABILITY JASON HUFFco 602-278-3000 1 REG. UNLEADED #1 5 1 REG. UNL A ANNULAR 5 REG. UNL B FILLS co co 2 REG. UNLEADED #2 6 2 2 REG. UNL A FILL 6 REG. UNL B TURB U BLACK - FOOT 0 RIBBON CABLE) 0 "VEEDER-ROOT"VR PREM. UNLEADED #1 7 3 REG. UNL A TURB 7 PREM. UNL ANNULAR }$ NOTE TLS -350 w/PRINTER MODEL # -848290-122 4 8 4 REG. UNL B ANNULAR 8 PREM. UNL FILL �c: s s ria i is Q PATENT 000--- ---a �—MODULE WITH THE FOLLOWING CONFIGURATION IS EXISTING. TYPE: 4—RELAY OUTPUT MODULE • MODULE TYPE: PROBE INTERFACE MODULE PENDING NDRxR� ■M 1 o gym —®—_ i i 1 VR -330160-160 RISK MANAGEMENT SOFTWARE O POSITION RECORD: POSITION RECORD: TANK LEVEL GAUGES ; a TO BREAKER &NEUTRAL BAR FOR DISPENSER 2 VR -329358-001 EIGHT INPUT INTERSTITUAL LIQUID SENSOR INTERFACE MODULE NOTE. THE 0 N LY WORK DONE 0 N ( ) 1 CONT. ENCLSR. VR REMOTE ALARM 5 SPARE 1 REG. UNLEADED A 5 SPARE L OT BLACK -Hill a .ADDITIONAL THE VEEDER ROOT SYSTEM IS TO (1) VR -329356-002 FOUR INPUT PROBE INTERFACE MODULE 2 SPARE 6 SPARE 1 2 �,,; -NEUTRAL - �WHITE S��H�3„9.�.�D �ml TYPICAL OF ALL DM -EX MODULES AWG.) REG. UNLEADED B 6 SPARE INSTALL/ADD 8 -INPUT SENSOR (1) VR -329359-001 FOUR RELAY OUTPUT MODULE 3 SPARE 7 SPARE 3 PREM. UNLEADED SPARE © oP� o� oP� D6RENSER oP4 FDWER (20 AMP MAX - #12 MODULE, INSTALL/ADD THE (1)VR-330280-001 BIR PROTOCOL DIM r _ 4 SPARE 8 SPARE °4 _7 ADDITIV 8 SPARE A. Vie"/c ORANGE AUX. WIRE NOT REQUIRED TO GROUND BAR 0« 8* P 5 ® ® E NOTE: ADDITIONAL ADDITIVE ANNULAR (1) VR -330532-001 TLS -350 MEMORY EXPANSION MODULE SENSOR,. ADDITIVE SUMP SENSOR, (2) VR -329260-001 EXPANSION MODULE FOR 350R GROUND o e - GROUND ® 0 �'if, ` y, �~ o ADDITIVE PLLD AND ADDITIVE (1) VR -330020-425 ETHERNET MODULE z DETAIL IS SHOWING THE DM -22 ;A -4,-r ...usFACTORY 0 INSTALLED "REMOTE OFF" LEVET- GAUGE PROBE• (1) VR -330843-001 6 INPUT PLLD MODULE NEW (1) VR -330374-001 3 OUTPUT PLLD MODULE FILL -RITE 115 VOLT AC "°° L: 711. o o JUMPERS ON DM -EX MODULES MUST REMAIN IN PLACE DURING NORMAL TRANSFER PUMP WIRING DETAIL SHOWN IN OPERATION. REMOVING THIS JUMPER AND OWNER'S MANUAL WIRING INTO A "PAN SENSOR" SYSTEM PROVIDES INDIVIDUAL SHUTDOWN OF EACH DM -EX MODULE FOR ADDED DISPENSER DISPENSER. Module Configuration 'Ye Costco Dispenser Addftion (Field Retro RO r R t Console Existing Veeder t Cons e Module Confturation NOT TO SCALE: C.) NOT TO SCALE: 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 - . - - - °.�' �4� j% 18215 72ND AVENUE SOUTH « KENT, WA 98032 (425)251-6222 (425)251-8782 FAX 0)5' CML ENGINEERING, LAND PLANNING, r,NG ENG�N SURVEYING, ENVIRONMENTAL SERVICES CENTER BARRIER. 4. MIX . THOROUGHLY TO A FORTH 25-30 TIMES. 5. SQUEEZE RESIN TO ONE 6. SLOWLY INSERT CONNECTION THE OPPOSITE END. 7. TWIST OPEN END OF BAG END OF BAG WITH VINYL UNTIL THE RESIN JELLS. OUTER BAG •�:.::_•,� ..;t: �•:;'p •:;:s UNIFORM COLOR BY SQUEEZING CONTENTS BACK AND END OF BAG, AND CUT-OFF OTHER END. INTO SEALING PACK UNTIL IT FITS SNUGLY AGAINST AND USE TIE WRAP. TO CLOSE IT OFF, OR WRAP OPEN ELECTRICAL TAPE AND POSITION THE TAPED END UP TO CONSOLE TO SENSOR/PROBE ZIP TIE CABLE JACKET TO BE SEALED INSIDE THE RESIN WIRE NUTS RESIN BAG Veeder Root SpIicing Del E'2 NOT TO SCALE: Date: 10/6/10 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the Intemational Fire Code adopted by City of Tukwila Ordinance, 572-10 Barghausen Consulting Engineers, Inc. located at 451 Costco Drive having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -NINETY DAYS - This permit does not take the place of any License required by law and is not transferable. Any change in use or occunancv of premises shall require a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # 57 -?-70 RECEIPT # -08/g DATE RECEIVED: f0/9* DATE ISSUED: FIRM NAME: Barghausen Consulting Engineers, Inc. FIRM ADDRESS: 18215 72nd Avenue South, Kent, WA 98032 PHONE: 425-251-6222 JOB SITE: 400 COSTCO DRIVE, TUKWILA, WA NUMBER OF TANKS TO BE REMOVED/INSTALLED: 1 (ONE) INDIVIDUAL TANK CAPACITY (GALS): 1,500 GALLONS PRODUCT TO BE STORED: FUEL ADDITIVE (LUBRIZOL) TOTAL AGGREGATE CAPACITY (GALS): 1,500 GALLONS NAME OF BUSINESS AT JOB SITE: 1 PERSON IN CHARGE: TIM HURLOCKER, GASOLINE OPERATIONS MNGR PHONE: 425-313-8100 To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ 100.00 , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. PAID OCT -5 201 TUKWILA FIRE TANKREMV.PERRev. 11/1/07 � : T.F.D. Form .P 31 o• October 4, 2010 �r. .4 HAND DELIVERY NG ENGIN (206) 575-4407 Diane Martinez Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 CIVIL ENGINEERING, LAND PLANNING, SURVEYING RE: UST Installation Permit Application Costco Wholesale Retail Fueling Facility — Fuel Additive Program 400 Costco Drive, Tukwila, WA 91406 Costco Loc. No. 6 / Our Job No. 14788 Dear Diane: On behalf of Costco Wholesale, Barghausen Consulting Engineers, Inc. is submitting the required documents for the installation of the 1,500 -gallon underground storage tank with associated aboveground dispenser and venting at the location referenced above. The project includes the installation of a 1,500 -gallon underground fuel additive storage tank with associated dispenser and vent stacks. The fuel additive stored in the underground storage tank 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. This product meets the requirements of the Federal EPA and California Air Resources Board (CARB) for additives. Enclosed are the following items for review and approval: 1. One (1) completed Tukwila Fire Department UST Installation Permit application form 2. One (1) Barghausen Consulting Engineers, Inc. check made payable to Tukwila Fire in the amount of $100.00 for the permit issuance fees 3. One (1) Letter of Authorization 4. Three (3) copies of the Fuel Additive Job Program 5. Three (3) copies of the Lubrizol MSDS sheet 6. Three (3) copies of the Fuel Additive Procedure Handbook 7. Three (3) copies of the Fuel System Catalog Cut Sheets 8. Three (3) sets of plans prepared by Barghausen Consulting Engineers, Inc., dated September 17, 2010 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA ♦ CONCORD, CA ♦ TEMECULA, CA www.barghausen.com INSPECTION NUMBER I�..CTIO RECORD ` - 2ro7_ Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:/ / o a-tjof Sprinklers: Inspectiofn: TypCOOr Hood & Duct: Address: Suite #: 401 Coskfl bt. , Contact Person: rely La S Special Instructions: 74me Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Ta,1 k Pee5lrv-e__ Aso E 5 Ps, 74me to 30 . frt' ,'''_ 45 L 5i A. 5 A >4 // Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectof: i rf 5-P''``sv`L}ate: INVIA�✓ 0 ,1i0 Hrs.: i. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from reinspection. the City of Tukwila Finance Department. Call to schedule a Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TU ILA FIRE DEPARTMENT 206-575-4407 444 Andover Park East, Tukwila, Wa. 98188 Project: - Type of Inspection: Seo p,we ,v. CAii.- Address: ti5i ca51e_o Suite #: 1)2Contact Person: 4,44 — t c,)o-7,,,m Special Instructions: Pre -Fire: Phone No.: 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ Sk Sprinklers: Fire Alarm: ec.„,,,A,- p..z_ , v, 9 Pe 6 ke, 0 1 G,r Fess 4A DL- 5- K . /.4 ak_ Y iJv comic bv.bbl Pre -Fire: Permits: 1 Occupancy Type: Needs Shift Inspection: _ Sk Sprinklers: Fire Alarm: Hood & Duct: Monitor: 1.0 Pre -Fire: Permits: 1 Occupancy Type: Inspector: _ _ Sk Date: n t a Hrs.: 1.0 vv $80.00 REINSPECTION 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 5-77 Z -/o b 16-24,2_ CITY OF TUKWILA FIRE 444 Andover Park East, Tukwila, Wa. 98188 PERMIT NUMBERS ENT 206-575-4407 Project: / , / toy6 v( otA;1-i de_ cA . Type of Inspection:: - prlm.. C 3� 4- f e plyC fp-. . ,,w�+�/y Address: 1,/s--/ Suite #:La coria ba__Contact Person: vut., 5 Special Instructions: Permits: Phone No.: 1 y- 37 S --21gO Occupancy Type: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ape oci_ way �5 E S/7i /6 0-\ //// /10 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: K Occupancy Type: Inspector: Date: Hrs.: $80.00 REINSPECT • 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with � /0— 26 5-7 2 -/d • CITY OF TU ILA FIRE DEPA 444 Andover Park East, Tukwila, Wa. 98188 PERMIT NUMBERS ENT 206-575-4407 Project: CO 54-0 o &,4-5 M i kit i i E Type of Inspection: -T j A 112- -re-71- re -Address: Address: Suite #: /iS-7/cv Hrs.: © Contact Person: 1y Cu 5 Special Instructions: Permits: _I `%ice Phone No.: _ 3 ?g_ 2, gO Approved per applicable codes. Corrections required prior to approval. COMMENTS: f Sprinklers: Fire Alarm: Hrs.: Hood & Duct: Monitor: Pre -Fire: Permits: _I `%ice Occupancy Type: /4- t2_ re / O 4.. 01' /o 2 h/ v '6/ 5' /03o izw , �s-y P6 a //30 4,, s, �/ ,.,44,_ Needs Shift Inspection: f Sprinklers: Fire Alarm: Hrs.: Hood & Duct: Monitor: Pre -Fire: Permits: _I Occupancy Type: Inspector f y Date: /.0/ Zb i p Hrs.: 1.0 $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TU ILA FIRE DEPA 444 Andover Park East, Tukwila, Wa. 98188 PERMIT NUMBERS ENT 206-575-4407 Project: (.K' _ic) oSsA0` —S -1"t Type of Inspection: 7'lJ44 In y10e.1--4-101/— Fire Alarm: k . 0 Address: '-I57 Suite #: 4. c051 -to D2, Contact Person: 1i,-tDrt- CA -Lt nr,+i UJaJ-w 0, a„ / '- Special Instructions: l Phone No.: (711-08 -0352- w NAV na ?C if Approved per applicable codes. Corrections required prior to approval. COMMENTS: —S -1"t Sprinklers: Fire Alarm: k . 0 Hood & Duct: -"ATI if dor 5 S Leri 4swil1w- o t 4, lrr wN Permits:a UJaJ-w 0, a„ / '- l e -e- Ffiy\-1- e),A /- Je.zc) P.Pi�'vt4 f -A-Gin elf e Needs Shift Inspection: —S -1"t Sprinklers: Fire Alarm: k . 0 Hood & Duct: Monitor: Pre -Fire: Permits:a Occupancy Type: Inspector: —S -1"t Date: tt ILi 11 Hrs.: k . 0 $80.00 REINSPECTION FEE REQUIRE. 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 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit p10- z;2 5i2 -�v PERMIT NUMBERS CITY OF TU ILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: C U S 4_c a Gas /4,44.117., 1-4'2'`- Type of Inspection: Address: y5/ C25 -i' Suite #: v a-• Contact Person: 4 phi L c m a." Special Instructions: Permits: Phone No.: 1- 7J1--35-8- z!5d ✓'Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: C) An 'A-4/, Snso,1._ ,4-A4,eipv- e4 Hood & Duct: Monitor: Pill 5 0, c., -Ke.._ e.,(.0.cti7t,..5h..,., mo ..1_,,be . Permits: Occupancy Type: EP C11 aC5/ A)5 4.j'.,.-1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pill 5 Pre -Fire: Permits: Occupancy Type: Inspector: )3 S3 Date: 1 i1r5-2/ p Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he 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 GENERAL SITE DEVELOPMENT E 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. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT 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 ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR 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 ISTHE CONTRACTOR'SS T0 NOTIFY IFY 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 GOVERNING JURISDICTION. 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. TUKWILA, WA - ADDITIVE TANK RETROFIT OVERALL SITE PLAN AND COVER SHEET • SITE MAP SOURCE OF PLAN: THIS SITE PLAN IS BASED ON ORIGINAL DESIGN PLANS PREP BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 FOR THE COSTCO GAS STATION ADDITION ED BY: 50 =100' 100 200 LEGEND EXISTING ASPHALT EXISTING CONCRETE EXISTING ASPHALT TO BE DEMOLISHED CENTERLINE RIGHT—OF—WAY EXISTING CURB EXISTING EASEMENT EXISTING RIGHT—OF—WAY LINE PROPERTY LINE EXISTING EDGE OF PAVEMENT EXISTING STORM DRAIN EXISTING STORM DRAIN. MANHOLE EXISTING STORM DRAIN CATCH BASIN -SS EXISTING SANITARY SEWER __._.__.,_......._ EXISTING WATER EXISTING LOT LIGHT OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PHONE: (425) 313-6010 CONTACT: TIM HURLOCKER P 67.83± M.E. FS 2.0% 4••••• PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED BARRIER CURB SAWCUT LINE FLOW PATH PROPOSED SPOT GRADE MATCH EXISTING FINISHED SURFACE PROPOSED GRADING SLOPE UNDERGROUND CONDUIT 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: CHRIS TEBALDI CML SHEET INDEX: C1 C2 C3 C4 OVERALL SITE PLAN AND COVER SHEET DE ON AND EROSION CONTROL PLAN UNDERGROUND TANK RETROFIT SITE PLAN UNDERGROUND TANK IMPROVEMENT DETAILS LANDSCAPE SHEET INDEX: L1 LANDSCAPE 'L AN11NG MODIFICATION PLAN MECHANICAL SHEET INDEX: T-1 ADDITIVE TANK SUMP RETROFIT DETAILS T-2 GASOLINE TANK SUMP RETROFIT' DETAILS T-3 MATERIALS LIST ELECTRICAL SHEET INDEX: E-1 PANEL SCHEDULES AND ELECTRICAL SINME LINE E-2 MISCELLANEOUS ELECTRICAL DETALS E-3 POWER INTEGRITY DATA DISCO CT PANEL L E-4 ADDMVE ELECTRICAL DIAGIAM PROJECT DATA: PROJECT ADDRESS: JURISDICTION: IFC SETBACK: 400 COSTCO DRIVE, SUITE 150 TUKWILA, WA 98188 CITY OF TUKWILA 20 FEET below. Call you Dad 811 Or Call PERMIT SUBMITTAL 0. 0 0 0 0 0 z w cr 0 0 U Ili Z w r °' z°CyQ 0 § CO Ja0p trO U O v_k,5 ;7 z -c c_� $- (.00 w z J 0 CI O HCMCX+ITAL MD VERTICAL DATIM 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. 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 IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. EX. TOPOG APHY/SUWEY Fid WM: BARGHAUSEN CONSULTING ENGINEERS, INC. DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS CONSTRUCTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR TO WORK. UTILITIES AND UTILITY EASEMENTS FOR THIS SITE HAVE NOT BEEN RESEARCHED OR CONFIRMED. N csiO CO co O � ®C I O J 0 OCI?) U — 0 V z 1- 0 .0 0 c 0 D 0 .00 O C. N 0 0 0 0 UTLJW GO NOTE 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. 451 COSTCO DR 120-12 18215 72ND AVENUE SOUTH Li - CN CO(NI CNA co 00 I I r� LCN CNI N .W zE 1- z W o z z5 �z Lai La W z w >- fr' J V(i) Job Number 0 .c N CJ 0 z14788—b.dwg, joy.dwg, z14788—t.dwg, z14788—a.dwg X J aN w 0 rn 0 co co N 9- 0 1) 44 0 E 0 rn c C / eel/ 0 0 0 a: iu 1A=10' 5 10 20 CONSTRUCTION -FENCE CONSTRUCTION STAGING AREA EX. CONCRETE CLEARING LIMITS ONLY AS NEEDED FOR NEW IMPROVEMENTS • • EX..xONTROLLER ',ENCLOSURE 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 LOCATE AND VERIFIY ITEMS FOR DEMOLITION PRIOR TO START OF CONSTRUCTION. NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. IMMEDIATELY OF ANY DISCREPANCIES OR INCOMPATABLILTIES WITH THE DESIGN. 2. CONTRACTOR TO REVIEW AS -BUILT DRAWINGS IN PROJECT AREA AND REMOVE AND/OR RELOCATE SITE APPURTENANCES IN PROJECT AREA THAT IMPACTS THE PROJECT. • 1• TUKWHLA W EROSION CONTROL PLAN 1 ' I :"? : 1 I 'r : , 1\-- EX. ASPHALT PAVEMENT -\ PER(ME.TER;'P:RS ctION -:\a= - �\�d -�\\- MU- - \\\8 EX. ASPHALT EXISTING VEEDER ROOT TLS 350R PANEL • \\�a\\\\\� Is. 8� a\\\\\8 b. '8' b. \e a\\\\\8 a\. 8 a\\\\\8 \\ \\\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ EX. CONCRETE PAVEMENT b. • EX. CURB REMOVE EX. DISPENSER AND CONCRETE PAD CLEARING LIMITS ONLY AS NEEDED FOR TRENCH ROUTE GENERAL NOTES: EX. LS & IRR 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 RESPONSIBILITY 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. EX. CONCRETE { • . • LEGEND •EXISTING BARRIER CURB TO BE DEMOLISHED bs FUELII* • \\\\' \\\\\\ ISLAND W%CANOPY EXISTING ASPHALT/CONCRETE PAVEMENT TO BE DEMOLISHED CLEARING LIMITS CONSTRUCTION FENCE PERIMETER PROTECTION EXISTING DRAINAGE FLOWPATH STORM DRAIN INLET PROTECTION e Ell CONSTRUCTION SEQUENCE: 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF TUKWILA. 2. FLAG CLEARING LIMITS. 3. INSTALL PERIMETER PROTECTION BMPS AS SHOWN ON PLANS. 4. INSTALL STORM DRAIN INLET PROTECTION AS SHOWN ON PLANS. 5. CLEAR AND GRUB SITE, COMPLETE DEMOLITION AND PERFORM ROUGH GRADING. 6. CONSTRUCT SITE IMPROVEMENTS. 7. REMOVE PERIMETER PROTECTION BMPS AND STORM DRAIN INLET PROTECTION. 8. CALL FOR CITY OF TUKWILA FOR FINAL INSPECTION. DEMOLi11ON CALLOUTS: i7• \\\\\ b.. \\\\\U C • EXISTING CONCRETE CURB TO BE DEMOLISHED AND DISPOSED OF OFFSITE ONLY AS NECESSARY FOR PROPOSED CONSTRUCTION. EXISTING ASPHALT/CONCRETE PAVEMENT TO BE DEMOLISHED AND DISPOSED OF OFFSITE. DEMOLISH EXISTING LANDSCAPE AND IRRIGATION ONLY AS NECESSARY FOR PROPOSED CONSTRUCTION. CONTRACTOR TO RESTORE/MAINTAIN IRRIGATION SYSTEM TO NEW LANDSCAPE AREA. SAWCUT LINE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING PAVEMENT. EROSION/SEDIMENT CONTROL CALLOUTS: • N a' a N .a r a\ a - DANDY BAG® I I LIFT STRAPS DANDY BAG®II STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS CATCH BASIN FILTER BAG NOT TO SCALE PERIMETER PROTECTION CONTRACTOR TO INSTALL PERIMETER PROTECTION (SILT FENCE, SAND BAGS, FILTER BERMS) PER CITY OF TUKWILA STANDARDS AT ALL PERIMETER LOCATIONS TO PREVENT SILT -LADEN RUNOFF FROM LEAVING THE CONSTRUCTION AREA, AND AS DIRECTED BY THE CITY INSPECTOR. STORM DRAIN INLET PROTECTION CONTRACTOR TO INSTALL CATCH BASIN FILTER BAG PER DETAIL THIS SHEET, AT DOWNSTREAM INLET LOCATIONS OR AS REQUIRED TO PREVENT • SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM AND/OR AS DIRECTED BY CITY INSPECTOR. CONSTRUCTION STAGING AREA (APPROXIMATE LOCATION, CONTRACTOR TO ADJUST AS NECESSARY DURING CONSTRUCTION). CONTRACTOR TO UTILIZE THIS AREA FOR: MATERIAL DELIVERY AND STORAGE CONCRETE WASTE MANAGEMENT - PLACE ON VISQUEEN AND COVER STOCKPILES 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. STANDARD EROSION CONTROL NOTES 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES. PRACTICES. INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 2. CONSTRUCTION ACTMTIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. 3. DURING WET WEATHER PERIOD. TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, U -SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL, 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT. 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL. 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 12. THE APPLICATION RATE OF ANY FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE TAKEN IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS, 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. 15. PRIOR TO ANY LAND DISTURBING ACTMTIES, THE BMPS THAT MUST BE INSTALLED ARE PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 17. WATER -TIGHT TRUCKS -MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). 19. THE ESC PLAN MUST BE KEPT ONSITE, ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD, Know what's below. CaII before you dig. Dial 811 Or CaII 800-424-5555 l TLfl Y CO NOTE: CD tn 1- W c ;41j J 0 O L U � Z O CO O ¢ cr W z Z H N N cc 0 °0 aoU co ul rn � w p -0 -§- O 0 co EpUU O Q o co 0 U 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 0 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. 4) X 0 CO w U Scole:1:1 _XREF Dote/Time:2/6/2012 3:40 PM 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. ADDITIVE TANK MODIFICATION NOTES: CT) CONTRACTOR TO DISASSEMBLE EXISTING ADDITIVE DISPENSER/VENT RACK ASSEMBLY, INCLUDING DISPENSER, NOZZLE, HOSE, METER AND SUPPORTS. SAW CUT AND BREAKOUT CONCRETE AS NEEDED TO REMOVE UNDERGROUND TRANSITION SUMP, SENSOR AND FITTINGS. TRIM PRODUCT AND VENT PIPING BACK AS NEEDED TO PROTECT FROM DAMAGE. CONTRACTOR TO INTERCEPT AND REROUTE EXISTING 2" COAXIAL DOUBLE WALL PRODUCT PIPING AS SHOWN. EXTEND NEW 2" COAXIAL DOUBLE WALL FIBERGLASS (AMERON LCX) ADDITIVE SUPPLY LINE HEADER TO ALL GASOLINE TANKS. PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. CONTRACTOR TO INSTALL TRACER WIRE WITH PRODUCT PIPING. TESTING OF PRODUCT LINE SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. BRAVO PIPING AND ELECTRICAL PENETRATIONS ON TANK SUMPS TO BE INSTALLED PER THE MANUFACTURES RECOMMENDATION AND TESTING PROCEDURES. FIBERGLASS WRAP THE OUTSIDE OF ALL NEW PENETRATION FITTINGS WITH FOUR LAYERS OF FIBERGLASS. ALL BRAVO PENETRATIONS, GLUE AND FIBER GLASSING KITS TO BE SUPPLIED BY COSTCO. CONTRACTOR TO INTERCEPT EXISTING 2" COAXIAL DOUBLE WALL FIBERGLASS (AMERON LCX) VENT LINE WITH NEW 'FITTINGS, AND INSTALL NEW RISER SUPPORT RACK AS SHOWN. 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 RISER SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE FIRE CODE REQUIREMENTS. SEE SHEET T-2 FOR DETAILS. CONTRACTOR TO RETROFIT EXISTING ADDITIVE TANK TURBINE/FILL SUMP TO ACCOMMODATE NEW FLOW METER, FILTER ASSEMBLY, ALONG WITH MISCELLANEOUS 3/4" PIPING. SEE SHEET T-1 FOR DE TAILS. Cc)INSTALL NEW "FLOW DYNAMICS" ADDITIVE BATCH CONTROLLER INSIDE OF EXISTING CONTROLLER ENCLOSURE. INSTALL NEW FLOW METER AT NEW ADDITIVE TANK TURBINE SUMP, AND INSTALL NEW 24VOLT SOLENOID VALVES AT EACH EXISTING FILL SUMPS. SEE SHEET T-2 & T-3 FOR SUMP DETAILS. SEE SHEETS E-1 THROUGH E-4 FOR ELECTRICAL WIRING AND DETAILS. 6 CONTRACTOR TO INSTALL NEW "POWER INTEGRITY" DATA DISCONNECT DEVICE FOR BATCH CONTROLLER WIRING. SEE SHEETS E-1 THROUGH E-4 FOR ELECTRICAL WIRING AND DETAILS. 7) CONTRACTOR TO PERFORM MODIFICATION AT EACH GASOLINE FILL SUMP AS SHOWN IN DETAILS. REMOVE AND REINSTALL MULTIPORT LIDS/BUCKETS AS NEEDED TO ACCESS. EXISTING FILL RISER PIPES AND AND DROP TUBES ARE TO BE FIELD TRIMMED TO SUIT. INSTALL NEW TEE FITTINGS WITH JACK SCREW ASSEMBLY, ALONG WITH FACE SEAL ADAPTORS, FLEX CONNECTORS, INLINE CHECK VALVES AND SOLENOID VALVES AS SHOWN IN DETAILS. SEE SHEET T-2. 8 ALL NEW PIPING AND TANK TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMPS TO THE VENT AND PRODUCT TANK CONNECTION. 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. SITE PLAN CONSTRUCTION NOTES: POWER AND MONITORING CONDUITS. ROUTE NEW CONDUITS TO CONTROLLER ENCLOSURE. REPLACE ANY LANDSCAPING AND IRRIGATION AS REQUIRED TO MATCH EXISTING. REPLACE EX. CURB IN-KIND. PROPOSED CONDUIT TRENCH, SAW -CUT EX. PAVEMENT AND PATCH/REPAIR AS PER DETAIL 4 SHEET C4. SAWCUT LINE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING TANK SLAB. NEW ASPHALT PAVEMENT PER DETAIL 2, SHEET C4. GUARD POST (4) PER DETAIL 3, SHEET C4. TANK SLAB PER DETAIL 1 SHEET C4. TUKWILA, WA - ADDITIVE TANK RETROFIT r UNDERGROUND TANK INSTALLATION SITE PLAN 0 10 20 40 1=20 J A" CLASS..I; DIVISION -2 TANK FILLS MODIFY -TANK -FILL COMPONENTS \ \HT a t • EX. CONCRETE -It -64 PAVEMENT 222 2�w- ®SOLENOID POWER EX. ASPHALT PAVEMENT z i= EXISTING VEtDER ROOT TLS 550R PEI INSTALL NEW DISPENSER. DATA DISCONNECT TEM INSTALL NEW FLOW DYNAMICS ADDITIVE BATCH CONTILLER tb..k,:te,\:•..."1/44 pr, s. EX. TANK TURBINES CLASS I, DMSION 2 1 \ NN NW. r•N• :C.:, Xs, NS:. V.V. "kW: ,.__.E,X. ASPHALT "PAVEMENT EX. klifirTNE UNDERGR STORAGE TANK ROUTE CONDUITS TQ EX. CONTROLLER ENCLOSURE , •J, • • SEE DETAIL RIGHT 11 4 SOLENOID POWER .. ,,,,,,,,, 1U. 141 EX. CURB L�NEm�-._........._.........._....... EW VENT RACK EX. CONTROLLER ENCLOSURE SITE PLAN EX. VENT STAO,K ELECTRICAL NOTES: SEE MATERIALS LIST (T-3) FOR SPECIFICATIONS ON EQUIPMENT USED IN THIS CONSTRUCTION. CONDUIT ROUTING SHOWN ARE SCHEMATIC. CONTRACTOR TO FIELD DETERMINE BEST CONDUIT ROUTING AND PROVIDE FINAL LOCATIONS 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. H*-1 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. 6 0 8 9 10 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 1121 NOT USED 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' (AT CONTROLLER ENCLOSURE) 14 OR 10' (AT SUMPS) 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 ROBROY, NO EXCEPTIONS. WRAPPED RIGID METALLIC IS NOT ALLOWED. .h \ • • • •. EX. DISPENSER AREA :�. CLASS I, DMSION 2 COMPLIANCE NOTES: 1. lj . 1 22 22 L CIVIL DRAWINGS SHALL TAKE PRECEDENCE 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 (IF REQUIRED). 4. AN UNAUTHORIZED RELEASE RESPONSE PLAN SHALL BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK OPERATIONS (BY OWNER IF REQUIRED). 5. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 6. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. 7. TANK AND PIPING SYSTEM TO BE INSPECTED BY OWNER'S FUEL FACILITY INSTALLATION OVERSIGHT AGENT (JONES COVEY) & GOVERNING AGENCY 8. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF THE FINAL INSPECTION. 9. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY OWNER). \\\\\\\\\\\\\\\\\\\ EX. ASPHALT PAVEMENT \\\\\\\\\\\\\\\\\\\ EX. CONCRETE \\\\\\\\\\\\\\\\\ EX. ASPHALT PAVEMENT > • n7 2":. nr 1, 1, •4 '......,,., EX' CURB \ • COMJUITS it TANK MONITORING MONITORING `;..; TURBINE POWER HO ice\ • FLOW METER SOLENOID POWER DETAIL SITE PLAN { MONITORING TURBINE POWER \\\\\\\\\\\\\\\\\\\ FFST AIXTrIVE DKR 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. " DW PRODUCT SUPPLY LINE r. a EW VENT RACK I �... 1 S. 1 k 1 11=107 GENERAL NOTES: 1. BOUNDARY INFORMATION SHOWN IS TAKEN DIRECTLY FROM COSTCO GAS STATION ADDITION DATED 03-25-02 PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC. 2. REMOVE EXISTING LANDSCAPING AND RE-ROUTE EXISTING IRRIGATION SYSTEM AROUND TANK PAD IMPROVEMENTS AS NECESSARY TO MAINTAIN IRRIGATION TO THE SITE. 3. CONTRACTOR ASSUMES RESPONSIBILITY 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. PERMIT SUBMITTAL co Z 0 03 J_ co LL z°rI'w z 0 J I— I— O J w QOp0 0 cc Q O fA 0 p 0 m � c° 0 z UiuTY CaffUCT 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 0 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. CONDUIT SCHEDULE J 1 CONDUIT SIZE CONDUIT PURPOSE CONDUIT FILL COMMENTS 3/4" ADDITIVE TANK FLOW METER (1) BELDEN CABLE #88760 0 3/4" ADDITIVE SOLENOID VALVE WIRING (4) #12 THWN + (1) #12 GND. (24V) 0 3/4" ADDITIVE SOLENOID VALVE WIRING (3) # 12 THWN + (1) #12 GND. (24V) FROM CONTROLLER ENCLOSURE TO ADDITIVE TANK TURBINE SUMP FROM CONTROLLER ENCLOSURE TO GASOLINE FILL SUMP LOOP BETWEEN GASOLINE FILL SUMPS o W 0 0 N Z T. 10 < O w z w (1: NO" CNI CNI O N OO zrn!a�0 CO LI NZ N N C5 0 3/4" ADDITIVE SOLENOID VALVE WIRING (2) #12 THWN + (1) #12 GND. (24V) LOOP BETWEEN GASOLINE FILL SUMPS 3/4'(E) TANK SUMP MONITORING, ATG, (F) PLLD (3) BELDEN #88760 & (1) #12 GND LOOP FROM TANK SUMP TO TANK ANNULAR 3/4'(E) TANK ANNULAR & SUMP MONITORING (4) BELDEN #88760 & (1) #12 GND FROM CONTROLLER ENCLOSURE TO TANK ANNULAR 07 3/41E) TURBINE PUMP POWER (2) #10 THWN, (1) #10 GND. m 00 z a 0 FROM CONTROLLER ENCLOSURE TO ADDITIVE TANK TURBINE SUMP 441,2z, 0 .c r 0 0 0 >'•-< 0 .J w 0 1 w 0 0 0 0 0 Date/Time:2/6/2012 3:40 PM (TYP ALEX. L) CROWN 18» 18" (TYP.) 1 r (TYP.) _ I II 1111+11 TUKWILA, WA - ADDITIVE TANK RETROFIT UNDERGROUND TANK IMPROVEMENT DETAILS 7" CONCRETE TANK SLAB W/ #4 © 18" O.C. BOTH WAYS ipprcritp--;.•to•ctml..44... 3" MIN. AN") .� .% .W' .1' .I' .IP .%'.%'.�'.% NOTE: ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A CROWN OF CONCRETE THAT MATCHES EXISTING TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF THIS DESIGN REQUIREMENT IS NOT MET. COICRETE SLAB WECIMATIONS 1. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: o. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) b. CEMENT - TYPE II, SULFATE RESISTANT c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) d. 28 DAY CONCRETE STRENGTH (Pc): 3,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) e. SLUMP - 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT f. SHRINKAGE - 0.05% MAXIMUM g. ENTRAINED MR RANGE - 4% TO 7% 2. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK. 3. REINFORCING STEEL FOR TANK SLABS SHALL BE #4 REBAR 0 18" O.C. BOTH WAYS SUMP CAGES SHALL BE #4 REBAR TOP AND BOTTOM (4 BARS). 4. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. 5. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC, IS PROVIDED. 6. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. 7. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. 8. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. - 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). #3 TOP & BOTTOM AROUND ALL PENETRATIONS (TYP.) PEA GRAVEL NEW CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT TO REMAIN SAWCUT AND MATCH WITH EXISTING PER JOINT AT TANK SLAB DETAIL BELOW. LOCATION PER PLAN SHEET C3 CN FILL W/ JOINT SEALER EXISTING CONCRETE PAVEMENT JOINT AT TANK SLAB 3/4"0x15" SMOOTH DOWELS © 15" O.C. CENTERED IN JOINT (OILED) NOT TO SCALE EXISTING CONCRETE TANK SLAB REPAIR/REPLACEMENT SECTION NOT TO SCALE 3" ASPHALT CONCRETE PAVEMENT "SCHOOL YARD MIX" -1 11--' ' ' 1-1 1 I 8" BASE COURSE COMPACTED 95% (2" MINERAL AGGREGATE TYPE 1) (6" MINERAL AGGREGATE TYPE 2) COMPACTED SUBGRADE ASPHALT PAVEMENT SECTION NOT TO SCALE GUARD POST. 6"0 STD. PIPE CONCRETE FILLED & COVERED WITH RED PLASTIC SLEEVE NOTE: EX. GUARD POSTS ONSITE HAVE YELLOW PLASTIC SLEEVES PLASTIC CAP 15"0 4,-0" GRADE CONCRETE FOOTING 3,-9" EMBED TYPICAL GUARD POST NOT TO SCALE NEAT LINE SAWCUT PRIOR TO PAVEMENT PATCH WITH HOT TAR SEAL 4'-0" ASPHALT PAVEMENT PATCH AS PER DETAIL 2 OR MATCH EXISTING MATERIALS AND THICKNESS WHICHEVER IS GREATER. POWER AND CONTROL CONDUITS PER PLAN C3 %� 4" CLR. //\ (TYP.) z_ N 4"J (TYP.) 24" MAX 12" MIN CONDUIT TRENCH DETAIL NOT TO SCALE LANDSCAPE AREA - MULCH AND TOPSOILS AS PER L1; MIN. 3" MULCH OVER 4" TOPSOIL LANDSCAPE AREA BACKFILL W/ COMPETENT NATIVE MATERIAL REPLACE IN LIKE KIND. COMPACT TO 90% RELATIVE DENSITY. TRAFFIC AREAS BACKFILL WITH 5/8" MINUS CRUSHED TOP COARSE AND COMPACT TO 95% MAX. RELATIVE DENSITY. NOTE: 1. PROVIDE PULL BOXES (SIZE PER CODE) FOR CONDUITS AS REQUIRED FOR EVERY 250' OR AFTER A TOTAL OF 270 DEGREES OF BENDS. 2. PROVIDE SUFFICIENT ADDITIONAL LENGTH OF CONDUCTORS AT THE TERMINATION POINTS OF ALL CONDUITS FOR FINAL EQUIPMENT HOOKUP. 3. SUPPLY AND INSTALL ALL CONDUITS/CONDUCTORS AND A 25 LB. PULL WIRE IN EACH SPARE/FUTURE CONDUIT. PERMIT SUBMITTAL 0 !iEw c LLL c � 1.L 60 A� Y� cc i w 0 a d 'o U w a z o w 0 z J N 0 c 0 0 z Xy Z 0 0 w c Oe 0 c 0 0 0 0. N 0 a) 0 0 MC H O w z w z N N x Pr) NN 000 N 0^0 O) CO co CV CV Z N u) W Z 5 w N CLQ �z ZZ 5w 0o Z Z W W ZC7 —Z W ix V N ccoE2 coo 2 N. �.�. .0 VI A2,0-12 7� 0 U 2) J CO w 0 a) 0 0 Dote/Time:2/6/2012 3:40 PM 1 i co n -o 0 0 E 0 C 2) a) CD CO CO m 2) LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK 1. FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, MULCH, CLEAN—UP, AND DEBRIS REMOVAL. 2. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. 3. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. 4. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS AND IRRIGATION SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. DO NOT PLANT UNTIL THE IRRIGATION SYSTEM HAS BEEN MODIFIED AND TESTED. 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, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. 5. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS DAMAGED BY NEW CONSTRUCTION. RE—ESTABLISHING FINISH GRADE AND RE—MULCHING TO SPECIFIED DEPTH. 6. REPAIR OF EXISTING IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ALL EXISTING IRRIGATION SYSTEM DAMAGED BY NEW CONSTRUCTION AND RE—ESTABLISHING FINISH GRADE. MATERIALS: 7. 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 OWNER. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE 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 OWNER TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, 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. SUBSTITUTIONS WHICH ARE PERMITTED WILL BE IN WRITING FROM THE OWNER. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE RE—SUBMITTAL OF A REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. 8. SOIL PREPARATION: TOPSOIL AND BACKFILL ARE REQUIRED FOR ALL NEW AND DISTURBED LANDSCAPE AREAS. A) TOPSOIL AND BACKFILL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL; TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOIL, INC. OR EQUIVALENT. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND. C) 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). E) TOPSOIL INSTALLATION: 1. VERIFY SUB—GRADES TO —8 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS. THIS ACCOMMODATES TOPSOIL AND MULCH LAYERS. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB—GRADE PRIOR TO TOPSOIL PLACEMENT. 3. REMOVE SOIL LUMPS, ROCKS, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB—GRADE PRIOR TO PLACEMENT OF TOPSOIL. F) TOPSOIL PLACEMENT: PLACE FOUR INCHES (4") OF TOPSOIL OVER SUB—GRADE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS. 9. MULCH (TOPDRESSING): MULCH TO MATCH EXISTING MULCH IN MATERIAL, TEXTURE, SIZE, COLOR AND DEPTH. EXECUTION: 10. FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED LANDSCAPE AREAS. FINISH ELEVATION TO BE DEFINED AS THREE INCHES (3") BELOW PAVEMENT. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. 11. SHRUBS: ARRANGE SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT AND PLANT AS CALLED OUT AND DETAILED. ALL SHRUBS TO STAND VERTICAL. BACKFILL TO BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. 12. 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. 13. MULCH: MULCH ALL NEW AND DISTURBED LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE A MINIMUM TWO INCH (2") DEPTH. 14. IRRIGATION: THE MODIFIED IRRIGATION SYSTEM TO BE ADJUSTED FOR BALANCED, WATER DISTRIBUTION, AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT TO BE REPLACED AND/OR CORRECTED. TUKWILA, WA -ADDITIVE TANK RETROFIT LANDSCAPE PLANTING MODIFICATION PLAN 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE .I3REPARED • PLANTING NOTE: - BED) REMOVE CONTAINER & WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. LESS THAN 1 GAL ( PLANTED BEFORE MULCH ) 1 GAL CONTAINER and LARGER ( PLANTED BEFORE MULCH ) SHRUB / GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST BED LINE EDGE CURB/WALK PLANT MATERIAL SPACING DETAIL SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. NOT TO SCALE MULCH AT CURB DETAIL 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB NOT TO SCALE LANDSCAPE PLANT MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAMES SIZE CONDITION SPACING QUANTITY REMARKS • • TREES: EXISTING TREE SHRUBS: EXISTING EVERGREEN HEDGE PRUNUS LAUROCERASUS 'OTTO LUYKEN' / UFO LUYKEN LAUREL GROUNDCOVERS: VINCA MINOR / DWARF PERIWINKLE EXISTING LANDSCAPE AND IRRIGATION 21" — 24" HT. CONTAINER 4" POT 3' 0.C. 12' 0.C. 14 AS REQ'D TO REMAIN, SAVE, AND PROTECT TO REMAIN, SAVE, AND PROTECT FULL AND BUSHY, ALIGN SHRUBS WITH EXISTING HEDGE HOLD 12" FROM BORDER AND SHRUBS TO REMAIN, SAVE, PROTECT, AND/OR REPAIR AS REQUIRED BY NEW CONSTRUCTION DENOTES LINE OF TRANSITION BETWEEN NEW CONSTRUCTION AND EXISTING CONDITIONS r =on tzsra L REMOVE EXISTING PLANT MATERIAL AS REQUIRED BY NEW CONSTRUCTION, CONDUITS, VENT STACK, AND PLANTING RESTORATION TYPICAL PROVIDE A SMOOTH AND EVEN TRANSITION BETWEEN NEW AND EXISTING FINISH GRADES — TYPICAL - ter-z-,--rte W.401 rzscia - EX. ASPHALT PAVEMENT MI =XI IEBESZI 1/EMEISI C2101 =ZS litZ031 EX. ADDITIVE UNDERGROUND STORAGE TANK qc10"----N, O //-4116, At.irto,I0A 7 CZ= =El ET= =CI ESE= RE= 102151 WW2 SZE:221 =GB ISIZZI1 1132131 MX42511 NEM= =ZS =MN UM= 1352211 MU= L MICR MIMI 110231 EWE 1/0:432 MIEN WIZIIIN IC= tri' 27 IMMO FESEEZI 2231521 XS= =MI Fu'".C+� EX. ASPHALT PAVEMENT 1 1 f vszsz Ira MEM 111=1 21222X MIS O = BUM IME213 ® =SCR =CM iscan L MSS 8 rraft 0 1112:23 COMM CZ= 13253 IMESIS RE= =al 0 EX. CONCRETE PAVEMENT 12:13i3 IDISOZ3 11521212 0 EX. CONCRETE PAVEMENT IMSMI Nara 121212 =MI EX. CURB NEW VENT RACK -J 0 EX. CONTROLLER ENCLOSURE CONDUITS EXISTING SHRUB HEDGE TO REMAIN, SAVE, AND PROTECT — TYPICAL EXISTING TREE TO REMAIN — TYPICAL ADJUST, MODIFY AND/OR REPAIR EXISTING IRRIGATION SYSTEM AS REQUIRED BY NEW CONSTRUCTION, CONDUITS, VENT STACK, AND PLANTING RESTORATION — TYPICAL 0 \O\ 05 =10' 10 20 Tri PERMIT SUBMITTAL 0 CL CL 0 0 0 0 z Q -J0 z 0 ,�,,�+ ✓ r --LL W 0O F". co 0 cc 5 co CO W 0) O W ZZ a _..i E— 0 0_J > W -- 0 00~ a)0 U z • <0 t1) J C) W z J 0 CO 0 0 0 0 STATE OF WASHINGTON REGISTERE LANDSCAPE A HITECT AR�fiU SEIDEL CE ATE NO. 706 (VALID LY WITH SIGNATURE) EXPIRES: 12/15/12 COSTCO WHOLESALE 999 LAKE D ISSAQUAH, WA 98027 0 z 2 0 0 0 0 0 0 O 0) w z N N co X 00 0O N 0 0 z� zw Z � a_ —I, zz z 0 z w 0 z w w z 0 z L J U 0 z csi 0 Xref: , z14788—bl.dwg, z14788—t.dwg, z14788—a.dwg J w 0 w N Scale:1:1_XREF_XREF_XREF_XREF_XREF_XREF_XREF_XREF_XREF Date/Time:1/31/2012 3:42 PM REMOVE EXISTING PHIL TITE 36" DIA. FILL SPILL CONTAINMENT ASSEMBLY W/ 5 GALLON SPILL BUCKET. CONTRACTOR TO FIELD VERIFY IF DUAL -BUCKET ASSEMBLY IS PRESENT, SAVE FOR REINSTALLATION REMOVE 2" FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX (TYP.). SAVE FOR REINSTALLATION EXISTING PEA GRAVEL "` BACKFILL TO REMAIN REMOVE EXISTING WATERTIGHT SHROUD BOOT AND CLAMPS. SAVE FOR REINSTALLATION EXISTING JUNCTION BOX TO REMAIN (TYP.) • ------„! 4 SUPPLY LINE TO REMAIN ,z:;- .<::: --rata OU EXISTING GROUNDING EXISTING 2" COAXIAL D.W. FRP PRODUCT 3/4" PENETRATION FITTING Maie lir i ,I 'tea REMOVE EXISTING 5 GALLON SPILL CONTAINER. (INLINE DRAIN ON FILL BUCKET) REMOVE EXISTING 13" RUBBER CAP WITH CLAMP (IF EXISTING) EXISTING 42" SUMP BODY TO REMAIN REMOVE EXISTING 2"X18" MALE SWIVEL X FEMALE NPT FLEX CONNECTOR EXISTING 2" DROP TUBE WITH OVERFILL PREVENTION VALVE SET @ 95% TO REMAIN (VERIFY) \ X I.• TUKWILA, WA - ADDITIVE TANK RETROFIT SAW CUT AND DEMO PORTION OF EXISTING CONCRETE TANK SLAB EXISTING 3/4 H.P. TURBINE PUMP W/ 3.0 GPH MLD TO REMAIN EXISTING TANK GAUGE ADAPTER & CAP TO REMAIN EXISTING VEEDER ROOT .1 GPH MAGNOSTRICTIVE ._+•�•• •--+,.,� w — s PROBE TANK LEVEL PROBE TO REMAIN. OVERFILL �: \+ ALARM AT PANEL SET @ 90% CAPACITY. ' "''�� EXISTING 3/4" CONDUIT FOR TURBINE POWER TO REMAIN ss- �•;... , , ',..., E tuummo u� B CONTRACTOR TO DISASSEMBLE EXISTING PRODUCT PIPING AND FITTINGS AT TURBINE DISCHARGE. \ N. w__________________ ___ EXISTING 4"x4"x2" EXTRACTOR TEE FITTING TO REMAIN (ENSURE NO BALL FLOAT IS PRESENT) N) A: ELEVATION - EXISTING ADDITIVE TURBINE/FILL SUMP (DEMO) EXISTING SUMP LIQUID MONITORING SENSOR IN HOLDER TO REMAIN SCALE: 1" = 1-0" EXISTING 42" DIA SINGLE WALL POLYSIDED FIBERGLASS CONTAINMENT SUMP TO REMAIN EXISTING 2" DROP TUBE WITH OVERFILL PREVENTION VALVE SET @ 95% TO REMAIN (VERIFY) EXISTING 2"x18" MALE SWIVEL x — FEMALE NPT FLEX CONNECTOR TO REMAIN TANK REMOVE EXISTING 4" PLUG EXISTING 2" BELL X MALE ADAPTER TO REMAIN EXISTING 2" FRP BONDED FITTING TO REMAIN (TYP.) 2" COAXIAL D.W. FRP PRODUCT SUPPLY LINE leNN • \ 16" MP V EXISTING SUMP LIQUID —1 MONITORING SENSOR IN HOLDER TO REMAIN • EXISTING 4"X4"X2" EXTRACTOR FITTING TO REMAIN EXISTING VEEDER ROOT .1 GPH MAGNOSTRICTIVE PROBE TANK LEVEL PROBE TO REMAIN. OVERFILL ALARM AT PANEL SET @ 90% CAPACITY. EXISTING 3/4 H.P. TURBINE PUMP W/ 3.0 GPH MLD TO REMAIN EXISTING 3/4" CONDUIT PENETRATION FITTING TO REMAIN EXISTING 3/4" SENSOR CONDUIT TO REMAIN EXISTING EXPLOSION PROOF JUNCTION BOX TO REMAIN CONTRACTOR TO DISASSEMBLE EXISTING PRODUCT PIPING AND FITTINGS AT TURBINE DISCHARGE. EXISTING 3/4" CONDUIT PENETRATION FITTING TO REMAIN EXISTING 3/4" TURBINE POWER CONDUIT TO REMAIN REMOVE EXISTING 2"x18" MALE SWIVEL x FEMALE NPT FLEX CONNECTOR EXISTING 2" COAXIAL D.W. FRP VENT LINE TO REMAIN B: EXISTING TANK TOP DETAIL AT TURBINE/FILL SUMP (DEMO) SCALE: 1" = 1'-0" INSTALL NEW PHIL TITE 36" DIA. FILL SPILL CONTAINMENT ASSEMBLY W/ (2) 5 GALLON SPILL BUCKETS, ON EXISTING SKIRT FRAME REINSTALL 2" FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX (TYP.) REINSTALL EXISTING WATERTIGHT SHROUD BOOT AND CLAMPS EXISTING PEA GRAVE -----\\s" BACKFILL TO REMAIN NEW SEAL -OFF AND ELECTRICAL FITTINGS 0 EXISTING JUNCTION BOX TO REMAIL (TYP.) EXISTING 2" COAXIAL D.W. FRP PRODUCT SUPPLY LINE TO REMAIN 3/4" PENETRATION FITTING — 5 GALLON SPILL CONTAINER. (INLINE DRAIN ON FILL BUCKET) FLOW METER 000 1" CAM & GROOVE FITTINGS WITH REDUCER BOOT " X 2" BELL REDUCER lialmo JOEL \\\ \\\\\\\\\ • 00 ••S • - EXISTING GROUNDING_ • EXISTING 42" SUMP BODY TO REMAIN • 0 • • 4 O©© PATCH BACK CONCRETE TANK SLAB TO MATCH EXISTING . d . 4 + d - 4 •A EXISTING 3/4 H.P. TURBINE PUMP W/ 3.0 GPH MLD TO REMAIN. ROTATE HEAD AS NEEDED FILTER ASSEMBLY AND ADAPTER (BEYOND) II111P � III i�lll . • 1f REINSTALL EXISTING 2" X 3/4" BELL REDUCER 3/4" BALL VALVE NEW 3/4" FLEX CONNECTOR EXISTING 2" DROP TUBE WITH OVERFILL PREVENTION VALVE SET @ 95% TO REMAIN (VERIFY) • .._ m:-/ N L • 0 NEW 3/4" FRP BONDED ENTRY FITTING (TYP.) 4• NEW 3/4" CONDUIT. FLOW METER SIGNAL TO CONTROLLER ENCLOSURE (SHOWN HERE FOR CLARITY) EXISTING 3/4" CONDUIT FOR TURBINE POWER TO REMAIN 0 NEW 2" X 3/4" BUSHING 3/4" PIPING AND FITTINGS EXISTING 4"x4"x2" EXTRACTOR TEE FITTING TO REMAIN (ENSURE NO BALL FLOAT IS PRESENT) EXISTING SUMP LIQUID MONITORING SENSOR IN HOLDER TO REMAIN INSTALL NEW 4"X1" DOUBLE TAP BUSHING INSTALL NEW 1" BLACK IRON PIPE STINGER, TO WITHIN 3" OF TANK BOTTOM C: ELEVATION - EXISTING ADDITIVE TURBINE/FILL SUMP (PROPOSED CONDITION) SCALE: 1" = 1'-0" EXISTING 4"X4"X2" EXTRACTOR FITTING TO REMAIN EXISTING VEEDER ROOT .1 GPH MAGNOSTRICTIVE PROBE TANK LEVEL PROBE TO REMAIN. OVERFILL ALARM AT PANEL SET @ 90% CAPACITY. EXISTING 42" DA SINGLE WALL POLYSIDED FIBERGLASS CONTAINMENT SJMP TO REMAIN EXISTING 2" DROP TUBE WITH OVERFILL PREVENTION VALVE SET @ 95% TO REMAIN (VERIFY) EXISTING 2"x18" MALE SWIVEL x„ FEMALE NPT FLEX CONNECTOR CO TO REMAIN TANK 3/4" BALL VALVE 0 REINSTALL EXISTING 2" X 3/4" BELL REDUCER EXISTING 2" BELL X MALE ADAPTER TD REMAIN 2" COAXIAL D.W. FRP PRODUCT SUPPLY LINE 16" 8" 8" SUMP 14 FLOW METER 0 FILTER ASSEMBLY AND ADAPTER 0 3/4" BALL VALVE EXISTING 3/4 H.P. TURBINE PUMP W/ 3.0 GPH MLD TO REMAIN. ROTATE HEAD AS NEEDED EXISTING : 2" FRP BONDED FITTING TO REMAIN (TYP.) EXISTING 2" COAXIAL D.W. FRP VENT LINE TO REMAIN • .0 . 0 3/4" FRP BONDED ENTRY FITTING (TYP.) NEW 3/4" CONDUIT. FLOW METER SIGNAL TO CONTROLLER ENCLOSURE (SHOWN HERE FOR CLARITY) EXISTING 3/4" SENSOR CONDUIT TO REMAIN '-EXISTING 3/4" CONDUIT PENETRATION FITTING TO REMAIN EXISTING EXPLOSION PROOF JUNCTION BOX TO REMAIN EXISTING 3/4" CONDUIT NETRATION FITTING TO REMAIN \,. EXISTING 3/4" TURBINE POWER CONDUIT TO REMAIN 35 NEW 3/4" FLEX CONNECTOR 0 NEW 4"X1" DOUBLE TAP BUSHING EXISTING SUMP LIQUID MONITORING SENSOR IN HOLDER TO REMAIN NOTE: THE SUMPS LAYOUT CONFIGURATION SHOWN IS TYPICAL. CONTRACTOR MAY ADJUST LOCATION OF PIPE CONNECTIONS WITHIN SUMP BASED ON SITE CONDITIONS AND ROUTING LAYOUT REQUIRED, HOWEVER TURBINE, FILL AND LEVEL GAUGE MUST REMAIN ON THE CENTERLINE OF THE TANK. D: EXISTING TANK TOP DETAIL AT TURBINE/FILL SUMP (PROPOSED CONDITION) SCALE: 1" = 1'-0" c PERMIT SUBMITTAL ►- 0 1- N co a� N 0 J _ LL O U.C O©co0 Q CC Q w J Q O O J co o le 0 v♦ O O p O o U Q © cov/ 0 C D CO Q le Z - NOTES O2" CROWN INSTALLED AT ALL MANHOLE ACCESS © REINFORCEMENT TO BE #4 © 18" 0.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. ©PREPARATION AND INSTALLATION OF NEW BRAVO CONDUIT AND PIPING PENETRATION FITTINGS TO BE PER THE MANUFACTURE'S RECOMMENDATIONS AND TESTING PROCEDURES. FIBERGLASS WRAP THE OUTSIDE OF ALL NEW PENETRATION FITTINGS WITH FOUR LAYERS OF FIBERGLASS. ALL BRAVO PENETRATIONS, GLUE AND FIBER GLASSING KITS TO BE SUPPLIED BY COSTCO. 6 NOT USED OPEA GRAVEL BACKFILL PURSUANT TO MANUFACTURER'S SPECIFICATIONS.. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. 8 NOT USED 9 ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR MAXIMUM ANGLE ALLOWANCE. 10 NOT USED BRAVO FRP PENETRATION FITTINGS SHOWN. ALTERNATE FITTINGS MAY NOT BE USED. ®COVERS SHALL BE PRIMED AND PAINTED ACCORDING TO SPECIFICATIONS. ® SECONDARY CONTAINMENT FOR ALL PRODUCT AND VENT PIPING QNOTE: INDICATES ITEMS FOUND ON MATERIALS LIST SHEET T-3 h N o oa =W3 O g< § ° co c, 0 0 0 z u z 1- 0 0 0+ 0 0 0 ce c 0 0 1- 2 v a� 0 r 0 u, 2 0. O • 0 00 S 1- 0 w z w d M O 00 Z N < N cf') r- H o000Y X CV N 000 CV (0 0000 1 1 N N N N v z5. z 5N o. d z z gz o O z> a=z Lai W zc.) z W W J 0 UU)) ct N N T EXISTING SUMP SENSOR TO REMAIN EXISTING ENTRY BOOT TO REMAIN REMOVE & REINSTALL OPW/POMECO FILL ASSEMBLY EXISTING EXPLOSION PROOF JUNCTION BOX TO REMAIN 0 EXISTING FIBERGLASS CONTAINMENT SUMP TO REMAIN EXISTING 4" SUMP PENETRATION FITTING TO REMAIN (TYP.) EXISTING SMITH FIBERCAST 4" OVER 3" FRP PIPING TO REMAIN (TYP.) es REMOVE & REINSTALL EXISTING OPW/POMECO STAGE I VAPOR RECOVERY ASSEMBLY EXISTING EXTRACTOR FITTING & BALL FLOAT VALVE TO REMAIN EXISTING 3"x18" FLEXIBLE CONNECTOR MALE x UNION TO REMAIN EXISTING 3" BELL x MALE ADAPTER TO REMAIN EXISTING 4"x3" CONTAINMENT TERMINATION FITTING W/ TEST PORT TO REMAIN (TYP.) A: PLAN VIEW - GASOLINE FILL SUMP DEMO (EXISTING CONDITION) SCALE: 1" = 1'-0" EXISTING SUMP SENSOR TO REMAIN EXISTING ENTRY BOOT TO REMAIN NEW 2" INLINE CHECK VALVE NEW 2" X 3/4" BELL REDUCER NEW 3/4" 3—WAY BALL VALVE W/ PLUG (TYP. 2) EXISTING EXPLOSION PROOF JUNCTION BOX TO REMAIN EXISTING FIBERGLASS CONTAINMENT SUMP TO REMAIN • REINSTALL EXISTING OPW SWIVEL VAPOR ADAPTER & CAP (TYP.) NEW FRP BELL X MALE ADAPTOR REINSTALL EXISTING OPW SWIVEL FILL ADAPTER & CAP (TYP.) NEW 3/4" SOLENOID VALVE NEW 3/4" CONDUIT TO CONTROLLER ENCLOSURE NEW BRAVO BONDED 0,0 PENETRATION FITTING NEW 3/4" "Y" STRAINER NEW SEAL—OFF AND EXPLOSION PROOF J—BOX NEW 3/4" FLEX CONNECTOR EXISTING 4" SUMP PENETRATION FITTING TO REMAIN (TYP.) EXISTING SMITH FIBERCAST 4" OVER 3" FRP PIPING TO REMAIN (TYP.) Re NEW BRAVO BONDED PENETRATION FITTING NEW 3/4" CONDUIT TO CONTROLLER ENCLOSURE NEW 2" COAXIAL DOUBLE WALL FIBERGLASS PRODUCT PIPING FROM ADDITIVE TANK R 63 NEW BRAVO BONDED PENETRATION FITTING EXISTING 3" BELL x MALE ADAPTER TO REMAIN EXISTING 4"x3" CONTAINMENT TERMINATION FITTING W/ TEST PORT TO REMAIN (TYP.) C: PLAN VIEW - GASOLINE FILL SUMP INSTALL (PROPOSED CONDITION) SCALE: 1" = 1'-0" REMOVE & REINSTALL EXISTING OPW/POMECO WATER TIGHT SUMP SHIELD ASSEMBLY (TYP.) REMOVE & REINSTALL EXISTING OPW SWIVEL FILL ADAPTER & CAP (TYP.) EXISTING MANHOLE FRAME TO REMAIN EXISTING FIBERGLASS TOPHAT REDUCER RING TO REMAIN EXISTING 48" DIA. ROUND SUMP TO REMAIN (FIELD VERIFY) EXISTING PENETRATION FITTING TO REMAIN EXISTING 4" FILL RISER PIPE EXISTING SUMP SENSOR TO REMAIN REMOVE & REINSTALL EXISTING OPW SWIVEL VAPOR ADAPTER & CAP (TYP.) REMOVE & REINSTALL EXISTING OPW/POMECO 6511 SERIES DUAL POINT FILL — SPILL CONTAINMENT MANHOLE W/ (2) 5 GALLON SPILL BUCKETS SAW CUT TRENCH FOR NEW ADDITIVE PIPING INSTALLATION tE i EXISTING STRAIGHT DROP TUBE REMOVE & REINSTALL RISER SUPPORT BRACKET IF EXISTING (TYP.) EXISTING EXPLOSION PROOF ELECTRICAL SEAL—OFF FOR VEEDER—ROOT MONITORING TO REMAIN EXISTING 4" BLACK IRON RISER FOR STAGE I VAPOR RECOVERY TO REMAIN EXISTING EXTRACTOR FITTING TO REMAIN (TYP.) EXISTING TANK TOP (TYP.) EXISTING "OPW" BALL FLOAT VALVE SET @ 95% CAPACITY TO REMAIN (TYP.) B. ELEVATION VIEW - GASOLINE FILL SUMP DEMO (EXISTING CONDITION) SCALE: 1" = 1'-0" REINSTALL EXISTING OPW/POMECO WATER TIGHT SUMP SHIELD ASSEMBLY (TYP.) REINSTALL EXISTING OPW SWIVEL FILL ADAPTER & CAP (TYP.) NEW OPW FSA400 RISER ADAPTOR 0 NEW FIELD—CUT 4" PIPE NIPPLE • NEW 3/4" FLEX CONNECTOR NEW 3/4" SOLENOID VALVE NEW 3/4" "Y" STRAINER 2" INLINE CHECK VALVE NEW 2" X 3/4" BELL REDUCER NEW BRAVO BONDED 60 OR PENETRATION FITTING NEW 3/4" CONDUIT LOOP TO OTHER GASOLINE TANKS 4"X4"X2" REDUCING TEE FITTING JACK SCREW KIT NEW OPW FSA400 RISER ADAPTOR EXISTING FIELD—CUT 4" RISER PIPE REINSTALL EXISTING OPW SWIVEL VAPOR ADAPTER & CAP (TYP.) REINSTALL EXISTING OPW/POMECO 6511 SERIES DUAL POINT FILL — SPILL CONTAINMENT MANHOLE W/ (2) 5 GALLON SPILL BUCKETS PATCH BACK CONCRETE TO MATCH EXISTING • a.. •a • NEW SEAL—OFF AND EXPLOSION PROOF J—BOX. (SHOWN HERE FOR CLARITY) OR 63 NEW BRAVO BONDED PENETRATION FITTING _z.�. > •111 10 i, I OMR NEW 2" COAXIAL DOUBLE WALL FIBERGLASS PRODUCT PIPING FROM ADDITIVE TANK PEAGRAVEL BACKFILL NEW 3/4" CONDUIT TO CONTROLLER ENCLOSURE OR LOOP FROM OTHER GASOLINE TANKS NEW BRAVO BONDED PENETRATION FITTING =�— EXISTING 48" DIA. SUMP NEW 2" X 3/4" BELL REDUCER NEW 3/4" 3—WAY BALL VALVE W/ PLUG (TYP. 2) EXISTING TANK TOP (TYP.) 4" EXISTING FILL DROP TUBE MODIFY/TRIM AS NEEDED EXISTING SUMP SENSOR TO REMAIN 45' EXISTING "OPW" BALL FLOAT VALVE SET © 95% CAPACITY TO REMAIN (TYP.) 4" TO 6" MAX. D: ELEVATION VIEW - GASOLINE FILL SUMP INSTALL (PROPOSED CONDITION) SCALE: 1" = 1'-0" 4 — NOTES 4 2" CROWN INSTALLED AT ALL MANHOLE ACCESS © REINFORCEMENT TO BE #4 © 18" 0.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. PREPARATION AND INSTALLATION OF NEW BRAVO CONDUIT AND PIPING PENETRATION FITTINGS TO BE PER THE MANUFACTURE'S RECOMMENDATIONS AND TESTING PROCEDURES. FIBERGLASS WRAP THE OUTSIDE OF ALL NEW PENETRATION FITTINGS WITH FOUR LAYERS OF FIBERGLASS. ALL BRAVO PENETRATIONS, GLUE AND FIBER GLASSING KITS TO BE SUPPLIED BY COSTCO. 6 SINGLE 3/4" CONDUIT TO FIRST GASOLINE TANK. LOOP FROM FIRST TANK TO SECOND TANK, AND ON TO THIRD TANK. PROVIDE SEAL—OFF IN BUILDING & AT TANK. 24 VOLT POWER WIRING FOR SOLENOID VALVES .PEA GRAVEL BACKFILL PURSUANT TO MANUFACTURER'S SPECIFICATIONS.. 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. 1 O ADDITIVE PRODUCT PENETRATION TO BE MADE AS CLOSE TO THE TOP OF GASOLINE FILL SUMP AS POSSIBLE IF SITE CONDITIONS PERMIT, PITCH PIPING DOWN TOWARDS ADDITIVE TANK SUMP. 4, BRAVO FRP PENETRATION FITTINGS SHOWN. ALTERNATE FITTINGS MAY NOT BE USED. ®DROP TUBE CRITICAL DIMENSION: 4" TO 6" MAX. THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. 4 SECONDARY CONTAINMENT FOR ALL NEW PRODUCT PIPING QNOTE: INDICATES ITEMS FOUND ON MATERIALS LIST SHEET T-3 20 MIL. WRAP TO 12" ABOVE GRADE 4"x2" REDUCER DONUT 2" BLACK STEEL RISER (PAINT TO MATCH EXISTING) STAINLESS STEEL BAND CLAMP 2" BLACK STEEL COUPLING 2" BELL X MALE NPT FRP FITTING AMERON 2" "PRIMARY" 90' ELBOW 2"x18" MALE SWIVEL X FEMALE NPT FLEX CONNECTOR 4"x36" FLEX BOOT 4"x3" REDUCER DONUT W/ STAINLESS STEEL BAND CLAMP AMERON 3" "SECONDARY" 90' ELBOW REINSTALL EXISTING VENT CAP SECTION REINSTALL EXISTING —N. 2" BLACK IRON VENT RISER PIPE. PAINT WHITE 12"0x3' CONC. POST FOOTING • ADDITIVE TANK 2" COAXIAL DOUBLE WALL FRP VENT LINE 2" COUPLING 2" COAXIAL DOUBLE WALL FRP VENT LINE GALV. UNI—STRUT SUPPORT BRACKET PAINT WHITE 6'-6"x4"0 GALV. STEEL POST PAINT WHITE 2"0 DIA. BLACK STEEL VENT PIPE (TYP.) 1/4" TEST PORT 6' TO 8' ABOVE FINISH GRADE TO TANK 1- 0 c0 0 0 0 INTERCEPT EXISTING2" COAXIAL DOUBLE WALL FRP VENT LINE NOTE: IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY WITHIN THE RIGID PIPING SYSTEM, PROVIDE AT LEAST 4 FEET OF STRAIGHT PIPE RUN BEFORE A CHANGE IN DIRECTION OF 30 DEGREES OR MORE. (NFPA 30A (2000 & 2003) *5.3.3(2)), (UFC (2000) *7901.11.7.2) E: ELEVATION VIEW - VENT RACK/RISER DETAIL 1- 2 0 c 0 0 0 0 0 0 1- 0 0 0 LU NI 0 co N Z 00 L4.1 CO 251-8782 FAX ix uj tr, co ADDITIVE TANK SYSTEM MATERIAL LIST ITEM QTY. DESCRIPTION MANUFACTURER ONOT 187' USED "AMERON" DUALOY 3000/LCX MODEL #20464386 0 6 NOT USED "AMERON" DUALOY 3000/LCX MODEL #20850707 "AMERON" DUALOY 3000/LCX MODEL #20469204 © 2 WATERTIGHT REDUCER BOOT WITH CLAMPS FROM 13" ACCESS OPENING TO SPILL BUCKET "FRANKLIN FUELING/PHIL-TITE" MODEL NO. WTRC-1315 "Q 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 -2C -0 -1 -NPR WITH PRODUCT SIDE DEBRIS BUCKET # PB 1005 TB © 2 NOT USED "AMERON" DUALOY 3000/LCX MODEL #20378007 "AMERON" DUALOY 3000/LCX MODEL #20469203 (6) 0 FILL 2 ADAPTER "OPW" MODEL NO. 1612 -AN -0200 O0 3 2" PRODUCT TOP SEAL FILL CAP "OPW" MODEL NO. 634B-0160 (8) 0 2" DROP TUBE WITH OVERFILL PREVENTION VALVE "OPW" MODEL NO. 61 fSTOP-2000 (9) 0 FILL TUBE EXTENSION (CUT TO LENGTH) "OPW" MODEL NO. 61 FT -0206 C10) NOT USED 0 NOT USED ® BY G.C. NOT USED BY G.C. ® NOT USED 87 1 ADDITIVE CONTROLLER, INCLUDES METER, PULSER, FLOW CONTROLLER & IS BARRIERS - LMS BABY SYSTEM "FLOW DYNAMICS" MODEL NO. EF4217 88 1 300 SERIES 30 MICRON PARTICULATE FILTER AND 3/4" ADAPTER "PETROCLEAR" MODEL NO. 40530P W/.75N-12 ADAPTOR 16 2 3/4" BALL VALVE "APOLLO" MODEL NO. AP -94-A-34 90 1 2" X 1-1/2" DOUBLE TAP BUSHING (@ TURBINE DISCHARGE) "MORRISON BROS." MODE NO. 184-0600 1B 18 1 4" X 1" DOUBLE TAP BUSHING (@ ADDITIVE TANK) "MORRISON BROS." MODE NO. MR -184-4X1 (19) NOT USED (20) NOT USED 0 NOT USED (26) NOT USED 97 3 REMOTE FILL JACK SCREW KIT (@ GASOLINE TANK) "OPW" MODEL NO. 61 JSK-4410 28 9 4" RISER ADAPTOR (3 PER GASOLINE TANK) "OPW" MODEL NO. FSA -400 (29) 0 NOT USED "POWER INTEGRITY" MODEL NO. SK-ADDBRKR1 "POWER INTEGRITY" MODEL NO. SK-ADDPNL1 OR (30) 6 6 2 12 2 8 3 1 3 NOT USED "ANVIL" OR EQUAL * NOTE: ADDITIONAL 3/4", 1", 1-1/2", 2" & 4" MALLEABLE BLACK IRON PIPING/FITTINGS MAY BE REQUIRED AND SHALL BE PROVIDED BY G.C. ® 1 NOT USED "POWER INTEGRITY" MODEL NO. DDS -3V24 EDNOT 1 USED "BLUELINE TECHNOLOGIES" MODEL NO. 3.5X1.4 1 2"x18" FLEXIBLE CONNECTOR MALE SWIVEL x FEMALE NPT (@ VENT RISER) "FLEX-ING" MODEL NO. FLX-218MSF-FS 1 4"x36" SECONDARY CONTAINMENT BOOT W/ 2" & 3" DONUTS "CTC" MODEL NO. 450036 W/ CTC -4003, CTC -4002 REDUCER DONUTS 4 3/4"x14" FLEXIBLE CONNECTOR - 3/4" MALE NPT X 3/4" MALE SWIVEL NPT "FLEX-ING" MODEL NO. FF3414MMS 36 3 2" INLINE CHECK VALVE "MORRISON BROS." MODEL NO. 530-0300AV ® NOT USED (38) NOT USED 39 3 3/4" SOLENOID VALVE (NORMALLY CLOSED, VITON SEALS, 24V DC) "ASCO" MODEL NO. EF8210G003V24/DGD (40) NOT USED 41 6 3/4" 3 WAY "T" PORT BALL VALVE "MARWIN" MODEL NO. 3T-3300RTTS-075 (42) NOT USED (43) NOT USED (50) NOT USED ® NOT USED ® NOT USED ® NOT USED (54) NOT USED 60 1 3/4" BONDED CONDUIT ENTRY FITTING FOR FLAT -SIDED SUMPS "BRAVO" MODEL NO. F -17 -RR -AD -00 61 5 3/4" BONDED CONDUIT ENTRY FITTING FOR ROUND SUMPS "BRAVO" MODEL NO. F -17 - RR- RND-AD-CO 62 1 2" FRP BONDED PIPE ENTRY FITTING FOR FLAT -SIDED SUMPS (LCX PIPE) "BRAVO" MODEL NO. F -22 -LS -T -AD -00 63 3 2" FRP BONDED PIPE ENTRY FITTING FOR ROUND SUMPS (LCX PIPE) "BRAVO" MODEL NO. F-22-LS-T-RND-AD-CO ADDITIVE TANK SYSTEM MATERIAL LIST ITEM QTY. DESCRIPTION MANUFACTURER 70 187' 2" D.W. COAXIAL FIBERGLASS PIPE, 17'-21' LENGTH & GLUE KITS "AMERON" DUALOY 3000/LCX MODEL #20464386 6 2" COUPLING (PRIMARY) 2" COUPLING (SECONDARY) "AMERON" DUALOY 3000/LCX MODEL #20850707 "AMERON" DUALOY 3000/LCX MODEL #20469204 ® 4 2" 90 DEGREE ELBOW (PRIMARY) 2" 90 DEGREE ELBOW (SECONDARY) "AMERON" DUALOY 3000/LCX MODEL #20372108 "AMERON" DUALOY 3000/LCX MODEL #20469201 ® 3 2" 45 DEGREE ELBOW (PRIMARY) 2" 45 DEGREE ELBOW (SECONDARY) "AMERON" DUALOY 3000/LCX MODEL #20371508 "AMERON" DUALOY 3000/LCX MODEL #20469202 2 2" TEE (PRIMARY) 2" TEE (SECONDARY) "AMERON" DUALOY 3000/LCX MODEL #20378007 "AMERON" DUALOY 3000/LCX MODEL #20469203 4 2" THREADED BELL x MALE ADAPTER FRP "AMERON" DUALOY 3000/LCX MODEL #20370202 76 3 3/4" "Y" STRAINER "STAYFLOW" MODEL NO. TSC0075 GI NOT USED (78) NOT USED (79) NOT USED (80) NOT USED C85> BY G.C. 3/4" & RIGID CONDUIT, ELECTRICAL SEAL -OFF, ELECTRICAL JUNCTION BOX ELECTRICAL ITEMS EXPLOSION PROOF. BY G.C. (86 NOT USED 87 1 HEAVY DUTY ROTARY HAND PUMP WITH METER "TUTHILL" MODEL NO. 112C 88 1 1" CAM & GROOVE COUPLER - FNPT 10D (@ ROTARY PUMP BASE) "PT COUPLING" MODEL NO. 1000410 89 1 1" CAM & GROOVE COUPLER - MNPT 1OF (@ 2"X1" DOUBLE TAP BUSHING @ TANK TOP) "PT COUPLING" MODEL NO. 1000610 90 1 1" CAM & GROOVE DUST CAP - 10V (@ 1" COUPLER) "PT COUPLING" MODEL NO. 1001110 (91) NOT USED (92) NOT USED (93) NOT USED (94) NOT USED (96) NOT USED 97 3 3 -POLE CONTACTOR FOR ADDITIVE TURBINE, BATCH CONTROLLER & DATA DISCONNECT "SQUARE D" MODEL N0. XSE-DPA33Y122Y2 36 981 DISPENSER DATA DISCONNECT DEVICE. CONNECT TO NEW DEDICATED RECEPTACLE TIED INTO EMERGENCY STOP SYSTEM "POWER INTEGRITY" MODEL NO. DDS-8DM4GE (DATA ONLY) (99) 0 POWER INTEGRITY ELECTRICAL UPGRADE KIT OF PARTS - RELAY & BREAKERS POWER INTEGRITY ELECTRICAL UPGRADE KIT OF PARTS - RELAY & BREAKERS & PANEL "POWER INTEGRITY" MODEL NO. SK-ADDBRKR1 "POWER INTEGRITY" MODEL NO. SK-ADDPNL1 OR 100 6 6 2 12 2 8 3 1 3 2" X 3/4" BLACK PIPE BELL REDUCER 3/4" X 1" BLACK PIPE NIPPLE 3/4" X 6" BLACK PIPE NIPPLE 3/4" X 2" BLACK PIPE NIPPLE 1" X 30" BLACK PIPE NIPPLE 3/4" BLACK PIPE ELBOW 3/4" BLACK PIPE PLUG 3/4" BLACK PIPE TEE 4"X4"X2" REDECE BLACK PIPE TEE "ANVIL" OR EQUAL * NOTE: ADDITIONAL 3/4", 1", 1-1/2", 2" & 4" MALLEABLE BLACK IRON PIPING/FITTINGS MAY BE REQUIRED AND SHALL BE PROVIDED BY G.C. 101 1 DATA DISCONNECT DEVICE BETWEEN BATCH CONTROLLER & SOLENOID VALVES. "POWER INTEGRITY" MODEL NO. DDS -3V24 102 1 2.5" X 1" RUBBER TERMINATION BOOT "BLUELINE TECHNOLOGIES" MODEL NO. 3.5X1.4 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. 0 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 IS(ARE) EITHER MISSING OR DAMAGED." 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. + INDICATES MATERIAL EQUIPMENT SUPPLIED AND PRE-INSTALLED BY CONTAINMENT SOLUTIONS, UNLESS OTHERWISE NOTED, ALL OTHER EQUIPMENT IS SUPPLIED AND INSTALLED BY CONTRACTOR. PERMIT SUBMITTAL N c 0 J LIC CO a 0. 1-. 0 1- 0 N co N 0 0 z ADDITIVE TANK RETROFIT CO 400 COSTCO co 0 Q LU Z O coO U J LU 0 COCC w 8 3 O co � U — 0 o 0 N o to z 0 0 0 0 0 0 C3 0 N 0 0) 0 0 0 (1) w Z w N M O 00 Z O N t\ � Ln O Wr - x (NI CNI N CO (003 1 1 N N tf) LC) C\1 CNJ cn z5. "Z" W aQ z W Z Li ErO Z wZ W Z W J � (.)t=n 0 N PANEL 1 MAIN/GENERAL VOLTAGE: 120/208 VOLT -30, 4 -WIRE BUSS: 225A BREAKER RATED: 10,000 A.I.C. MAIN BRKR: M.L.O. SPACES: 42 * LISTED FOR SERIES COMBINATION WITH CURRENT LIMITING MAIN FUSE. CIRCUIT LEFT SIDE DESCRIPTION LOAD BREAKER PHASE A B C NOTES LCL (ODD CIRCUITS) 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 RIGHT SIDE 2 4 6 8 10 12 14 16 18 20 22 :.:.�•:>>i.. • . ...R:�. \.. N 0 PY L. `V .... L. _.., f\t.. is \ ILIER :_ ) ` ki i) N :.:0 (EVEN CIRCUITS) .:.:� ... ::...:.:...:..:;.? Ksii: \.:..\ \ \ . . SPACE • : •2 • • 0 S.. 24 :i 26 DATA DISCONNECT RECEPTACLE 28 ADDITIVE BATCH CONTROLLER 30 32 34 36 tiN 38 40 960 960 1 :'.` 20-1 20-1 960 960 j ✓(J iii•. 42 NOTE: ALL LOADS ARE EXISTING WITH THE EXCEPTION OF CIRCUITS A26 AND A28. BOTH ADDITIVE LOADS SHALL BE WIRED THRU NEW ESO CONTACTORS. CONTRACTOR TO FIELD DETERMINE WIRING SUCH THAT ADDITIVE LOADS ARE TIED INTO EXSITING EMERGENCY STOP SYSTEM TOTAL VA 14520 LCL PLUS 25% 0 0 8850 1926 481 7774 3704 926 TOTAL VA AMP PER P PANEL LOAD 14520 9331 11220 120.9 77.7 93.4 112.7 PANEL 1-A DISPENSERS/ELECTRONICS VOLTAGE: 120/208 VOLT -10, 3 -WIRE BUSS: 100A MAIN BRKR FEED FROM -A- BREAKER RATED: 10,000 A.I.C. SPACES: 30 ACTUAL A.IC. BELOW 4,000 CIRCUIT # DESCRIPTION LOAD BREAKER PHASE A B NOTES LCL LEFT SIDE (ODD CIRCUITS) 1 3 5 7 A . Ls N 43. R E-1 v • _\ iT 3 i.: _- . .':: \., .?''i.:i • • , w\. 1 Y: a. ..'\.'\.iN . .. • N 0 r :a 38.6 kVA Existing Sie Line Diagram NOT TO SCALE SS > • L.` \t`.s:.. ...eN:. SED iN c .61 PERMIT SUBMITTAL N 1— V V 1— C)m CN ci O o oc N •— O z LU C-1)0 �p :Tr' 8 LL � 2gg3 w � rn ua- o°C�aW Zoe3z v� Q pJ I-- 0 a ) i(a2) co U i�U� --i< 0 O 0 eC 0- 21 23 25 27 29 RIGHT SIDE 24 6 8 10 12 14 16 18 20 22 24 26 28 30 s. _' . (EVEN CIRCUITS) ........ L.:::. ,);.N:-�...2• .\ `\.•} •\ S 1"' :I .`iii. :�._... t;\: .... .• ;` i pis T RA S PACh- L:: 3-13 3 0 33. L. \: F.1 € `;• :`•\ NOTE: ALL LOADS ARE EXISTING. TOTAL VA LCL PLUS 25% TOTAL VA AMP PER P PANEL LOAD 1 )44 0 ,.a A Existing Panel Schedule E-1 NOT TO SCALE NOTES: U. 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. 0 N 0 0 z U O O 0 Y m t 6 8 2 O C z- zW 1-- z w z O z cz 14.1 W z CD CD 2rW La J � U U=) Job Number 0!9 oogtr 1r10 z— 1n T W 1.1.1.1.1.1.1.1.1• •l '1.1• .1•I.1 1• I.1.1•I•1•1.1.1.1.1•1.1.1.1.1.1 NOTE ON ADDITIVE LIQUID SENSOR ALARMS WHEN PROGRAMMING THE VEEDER-ROOT LIQUID SENSORS FOR THE ADDITIVE SYSTEM, PLEASE NUMBER THEM AT THE END OF THE EXISTING SENSOR LIST. THIS WILL HELP TROUBLE -SHOOTING WITH THE LOCATIONS. AT THE END OF ALL THE GASOLINE TANK AND DISPENSER SENSORS, PROGRAM THE ADDITIVE SENSORS INCLUDING THE ADDITIVE TANK ANNULAR, TANK SUMP, AND DISPENSER SUMP, IN THAT ORDER. NOTE ON ADDITIVE LIQUID SENSOR ALARMS: THE ALARM NUMBERS SHOWN HERE REFLECT A PARTICULAR LOCATION WHERE THE NEXT LIQUID SENSOR ALARMS TO BE USED ARE 18, 19 AND 20. CONTRACTOR TO FIELD DETERMINE THE NEXT AVAILABLE LIQUID SENSOR ALARMS TO BE USED AND PROGRAM VEEDER ROOT ACCORDINGLY. IN -TANK SETUP T-4:ADDITIVE PRODUCT CODE 3 THERMAL COEFF : .000700 TANK DIAMETER 47.50 TANK PROFILE 4 PTS FULL VOL 1514 35.6 INCH VOL : 1220 23.8 INCH VOL : 762 11.0 INCH VOL : 299 METER DATA NO FLOAT SIZE 4.0 IN. 8499 MAX OR LABEL VOL OVERFILL LIMIT HIGH PRODUCT DELIVERY LIMIT LOW PRODUCT LEAK ALARM LIMIT SUDDEN LOSS LIMIT TANK TILT MANIFOLED TANKS T#: NONE 1514 90% 1362 95% 1438 11% 166 114 8 99 0.00 LEAK MIN PERIODIC •▪ 0% • ▪ 0 LEAK MIN ANNUAL •▪ 0% 0 PERIODIC TEST TYPE : STANDARD ANNUAL TEST FAIL ALARM DISABLED PERIODIC TEST FAIL : ALARM DISABLED GROSS TEST FAIL: ALARM DISABLED ANN TEST AVERAGING: OFF PER TEST AVERAGING: OFF TANK TEST NOTIFY : OFF TNK TST SPHON BREAK: OFF DELIVERY DELAY ▪ 1 MIN STICK OFFSET 0.00 OUTPUT RELAY SETUP R 7 ADDITIVE SHUTDOWN TYPE: STANDARD NORMALLY CLOSED IN—TANK ALARMS T4 • LOW PRODUCT ALARM LIQUID SENSOR ALMS L 18 •▪ ADDITIVE L 19 ADDITIVE L 20 ADDITIVE L 18 ADDITIVE L 19 ADDITIVE L 20 ADDITIVE L 18 ADDITIVE L 19 ADDITIVE L 20 ADDITIVE L 18 ADDITIVE L 19 ADDITIVE L 20 ADDITIVE L 18 ADDITIVE L 19 ADDITIVE L 20 ADDITIVE FUEL ALARM FUEL ALARM FUEL ALARM SENSOR OUT ALARM SENSOR OUT ALARM SENSOR OUT ALARM SHORT ALARM SHORT ALARM SHORT ALARM HIGH LIQUID ALARM HIGH LIQUID ALARM HIGH LIQUID ALARM LOW LIQUID ALARM LOW LIQUID ALARM LOW LIQUID ALARM Veeder-Root Programing For UST Additive Tank NOT TO SCALE: AC LINE AC NEUTRAL CHASSIS GROUND 43 BARRIER GROUND 411 POWE AEA I\T I\SICALLY SAFE AREA 0 El 4E) 16 • SPARE 0 • 8 SPARE 15 0 SPARE 7 SPARE 0 0 •14 SPARE • PRESSURE XMIT O 6 R-1 —F2—F3—F4T56—I I.1 1 1 1.1 1.1 1 1.1 1. 0 0 0 0 0 0 0 0'0 0 0 0 PRESSURE LINE LEAK INTERFACE MODULE MAXIMUM SENSOR OUTPUT RATING 15 VOC 15 AMP PLLD TURBINE SUMPS 0 13 SPARE 0 • 0 5 SPARE 12 0 SPARE • SENSOR 4 1+1-1+2-1+3-1+4-1+5-1+6-1+'-1+$ 000 00 000 00000 0000 INTERSTITIAL SENSOR INTERFACE MODULE MAXIMUM SENSOR OUTPUT RATING 15 VOC 15 AMP TANK SUMPS & DISPENSER SENSORS 11 0 SPARE • SENSOR 3 O • 1• • I• • • • • • • • • • I• •1 0000 000 0'0000 0000 INTERSTITIAL SENSOR INTERFACE MODULE MAXIMUM SENSOR OUTPUT RATING 15 VOC 15 AMP TANK SUMPS & DISPENSER SENSORS 10 0 1 - UNL. #1 1 PI PR LI PCI 2 UNL. 2 1 PI PR LI P 3 - PREM. PI - PUMP INPUT SIGNAL 1 PI PR LI POI PR - PUMP RETURN (NEUTRAL) LI - LINE POWER INPUT PO - PUMP OUTPUT CONTROL 1•I•I•I.1•I•I•I•I•I•I• • I • I • I • • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PRESSURE LINE LEAK CONTROLLER MODULE RELAY RATINGS FORM A CONTACTS 120 VAC 24 MAX. • SENSOR 2 1+1-1+2-1+3-1+4-1+5-1+5-1 +7-1 +8-1 000 00 000 000000000 INTERSTITIAL SENSOR INTERFACE MODULE MAXIMUM SENSOR OUTPUT RATING 15 VOC 15 AMP TANK SUMPS & ANNULAR SENSORS 4 -RELAY OUTPUT MODULE RC1 NO 1 Nc No C N No3 c 1 NC4 NO4 I RELAY TO EXTERNAL DEVICE • •I•l•I.1.I.1.1.1• •I• 0 0 0 0 0 0 0 0 0 0 0 0 RELAY RATINGS FROM C CONTACTS 120 VAC. 2A MAX OR 24 VOC. 2A MAX 0 PROBE 1 • �- PRO3E -1 FF1T+2�+3 14 • 1.1• • I• • • 000000 PROBE INTERFACE MODULE MAXIMUM SENSOR OUTPUT RATING 15 VOC 15 AMP TANK LEVEL GAUGES an so NOTE: THE ONLY WORK DONE ON THE VEEDER ROOT SYSTEM IS TO INSTALL WIRE IN THE ADDITIVE TURBINE CONTROLLER rO Existing V '?) VOT TO SCALE: MODIFY (VERIFY WIRING WITH WIRI ON SHEET E-2 DETAIL D.) OWF' AEA GROUND 0 "AO GROUNDQ MODULE TYPE: NOT USED 16 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 15 MODULE TYPE: NOT USED POSITION RECORD: MODULE TYPE: NOT USED 2 6 3 7 4 8 14 MODULE TYPE: NOT USED POSITION RECORD: 7 1 5 2 6 3 7 4 8 1 3 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 8 11 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 1 -, 1 MODULE TYPE: PLLD CONTROLLER MODULE POSITION RECORD: 7 SPARE REG. UNLEADED #1 5 2 REG. UNLEADED #2, 6 3 PREM. UNLEADED #1, 7 8 9 MODULE TYPE: 4 -RELAY OUTPUT MODULE POSITION RECORD: 1 CONT. ENCLSR. VR REMOTE ALARM 5 SPARE 2 ADDITIV TURBINE 6 SPARE 3 SPARE 7 SPARE 4 SPARE 8 SPARE GROUND 0 ID 7 DISPENSER 11/12 MODIFY (VERIFY WIRING WITH WIRI ON SHEET E-2 DETAIL D.) Module Configuration er Root Console Module Confurafi: 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. OUTER BAG B TO CONSOLE E-2 TO SENSOR/PROBE ZIP TIE CABLE JACKET TO BE SEALED INSIDE THE RESIN WIRE NUTS RESIN BAG Veeder Root Splicing Detail NOT TO SCALE: SUBMERSIBLE (STP) PLUG -4 ORANGF CONNECTOR RI ACK RED SINGLE PHASE MOTOR N BLACK OIL FILLED CAPACITOR (W/BLEED RESISTOR) THERMAL OVERLOAD ADDITIVE BATCH ADDITIVE SOLENOID VALVE PANEL AT GASOLINE TANKS MIKE 0 0 P M V T OVAL GEAR FLOW METER L:1 u .-110 VAC (BLACK)\ (39) SOLENOID VALVE 24 VOLT DC ONLY TO OTHER_ SOLENOID VALVES 00 w mn RED RI ORANGE R2 BLUE R3 BLACK COM �`— BLACK LOW VOLTAGE, WIRING (1011 DISCONNECT \ STP -CBS SWITKOUT 20A 2 Pole BREAKER ADDED TO PANEL A J J © OL1 O 0 L2 20A 1 Pole BREAKER ADDED TO PANEL A 0 L 110 VAC (BLACK) NEUTRAL (WHITE) `—GROUND (GREEN) NEON PILOT LIGHT Q' 0 GROUND L2(RED) L1 BLCK)—' NEUTRAL (WHITE) NEUTRAL IELD WIRED NEUTRAL .,:xi N>; 20A 1 Pole BREAKER ADDED TO PANEL A -O 0L1 1 NEUTRAL BAR NEUTRAL 1 FIELD I WIRED LL 12"x12"x8" RELAY I BOX GROUND I el RED -J DEDICATED RECEPTACLE FOR DATA DISCONNECT POWER REMOVE PERMIT SUBMITTAL t- 2 C.) 0 1- C.) 0 N 0 0 0 J 0 F J cnJ J 0 Q a W 0 co VEEDER ROOT PANEL 4 -RELAY OUTPUT MODULE �-11 22 3-3 4-4 I NC NO C NC NO C NC NO C I NC NO • • • 0 0 • 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 BLACK BLACK M2 (ORANGE) M1 (BLACK) GROUND (GREEN) Positive Shutdown Wiring Diagram NOT TO SCALE: J J NOTE: ALL ELECTRICAL WIRING MUST CONFORM TO LOCAL ELECTRICAL CODES. ROUTE (REL BLACK) THRU, VEEDER—ROOT FROM BATCH PANEL TO STP—CBS. E -STOP NOTE: THE EXISTING ESO SYSTEM HANDLES ALL E -STOP FUNCTIONS FOR TURBINES THRU CONTACTORS. BY WIRING THE NEW UST ADDITIVE TURBINE, DATA DISCONNECT AND ADDTIVE BATCH CONTROL PANEL THRU NEW CONTACTORS THAT ARE TIED INTO THE EXISTING E -STOP SYSTEM, THE E -STOP FUNCTION OF THE ADDED SYSTEMS IS ACCOMMODATED. POSITIVE SHUTDOWN NOTE: SENSOR POSITIVE SHUTDOWN OF ADDITIVE TURBINE IS ACCOMMODATED BY WIRING THE HOOK CONTROL FROM THE ADDITIVE BATCH CONTROL PANEL TO THE STP—CBS, VIA THE VEEDER ROOT PANEL, LANDING ON THE EXISTING 4—RELAY OUTPUT MODULE. OUTPUT MODULE CHANNEL WIRED "NORMALLY OPEN" AND IS PROGRAMMED "NORMALLY CLOSED" AND WHEN SENSOR IS IN ALARM, THE HOOK SIGNAL FEED TO THE STP—CBS IS BROKEN. 0 N 0 0 N 0 0 z 1- 0 O c .(0 0 0 tx c 0 0 0 0 0 0 0 0 0 CL 0 0 0 O w W N Q M O O) � Z N < LC) Z F= CO W N N cfl N LO N x N co N CO LC) N u7 N 0 'es CO z 44:t.0 T� 0) r U) 1 0 CV \TI\SICALLY-SAFE AEA GROUND 0 e MODULE TYPE: NOT USED POSITION RECORD: 8 1 5 2 6 3 7 4 8 MODULE TYPE: NOT USED POSITION RECORD: 7 1 5 2 6 3 7 4 8 MODULE TYPE: PLLD INTERFACE MODULE POSITION RECORD: TURBINE PLLD 6 1 REG. UNLEADED #1 5 SPARE 2 REG. UNLEADED #2 6 SPARE 3 PREM. UNLEADED #1 7 SPARE 4 PREM. UNLEADED #2 8 SPARE MODULE TYPE: NOT USED POSITION RECORD: 5 1 5 2 6 3 7 4 8 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: ADDITIVE TANK SENSORS 4 1 DISPENSER 15/16 5 SPARE 2 ADDITIVE ANNULAR 6 SPARE 3 ADDITIVE TURBINE SUMP 7 SPARE 4 ADDITIVE DISP. SUMP 8 SPARC MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: TURBINE/DISPENSER SENSORS 3 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 DISPENSER 13/14 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: TURBINE/FILL/ANNULAR SENSORS 1 REG. UNL A ANNULAR 5 REG. UNL B FILL 2 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 MODULE TYPE: PROBE INTERFACE MODULE POSITION RECORD: TANK LEVEL GAUGES 1 1 REG. UNLEADED A 5 SPARE 2 REG. UNLEADED B 6 SPARE 3 PREM. UNLEADED 7 SPARE 4 ADDITIVE 8 SPARE GROUND 0 D Module Configuration er Root Console Module Confurafi: 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. OUTER BAG B TO CONSOLE E-2 TO SENSOR/PROBE ZIP TIE CABLE JACKET TO BE SEALED INSIDE THE RESIN WIRE NUTS RESIN BAG Veeder Root Splicing Detail NOT TO SCALE: SUBMERSIBLE (STP) PLUG -4 ORANGF CONNECTOR RI ACK RED SINGLE PHASE MOTOR N BLACK OIL FILLED CAPACITOR (W/BLEED RESISTOR) THERMAL OVERLOAD ADDITIVE BATCH ADDITIVE SOLENOID VALVE PANEL AT GASOLINE TANKS MIKE 0 0 P M V T OVAL GEAR FLOW METER L:1 u .-110 VAC (BLACK)\ (39) SOLENOID VALVE 24 VOLT DC ONLY TO OTHER_ SOLENOID VALVES 00 w mn RED RI ORANGE R2 BLUE R3 BLACK COM �`— BLACK LOW VOLTAGE, WIRING (1011 DISCONNECT \ STP -CBS SWITKOUT 20A 2 Pole BREAKER ADDED TO PANEL A J J © OL1 O 0 L2 20A 1 Pole BREAKER ADDED TO PANEL A 0 L 110 VAC (BLACK) NEUTRAL (WHITE) `—GROUND (GREEN) NEON PILOT LIGHT Q' 0 GROUND L2(RED) L1 BLCK)—' NEUTRAL (WHITE) NEUTRAL IELD WIRED NEUTRAL .,:xi N>; 20A 1 Pole BREAKER ADDED TO PANEL A -O 0L1 1 NEUTRAL BAR NEUTRAL 1 FIELD I WIRED LL 12"x12"x8" RELAY I BOX GROUND I el RED -J DEDICATED RECEPTACLE FOR DATA DISCONNECT POWER REMOVE PERMIT SUBMITTAL t- 2 C.) 0 1- C.) 0 N 0 0 0 J 0 F J cnJ J 0 Q a W 0 co VEEDER ROOT PANEL 4 -RELAY OUTPUT MODULE �-11 22 3-3 4-4 I NC NO C NC NO C NC NO C I NC NO • • • 0 0 • 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 BLACK BLACK M2 (ORANGE) M1 (BLACK) GROUND (GREEN) Positive Shutdown Wiring Diagram NOT TO SCALE: J J NOTE: ALL ELECTRICAL WIRING MUST CONFORM TO LOCAL ELECTRICAL CODES. ROUTE (REL BLACK) THRU, VEEDER—ROOT FROM BATCH PANEL TO STP—CBS. E -STOP NOTE: THE EXISTING ESO SYSTEM HANDLES ALL E -STOP FUNCTIONS FOR TURBINES THRU CONTACTORS. BY WIRING THE NEW UST ADDITIVE TURBINE, DATA DISCONNECT AND ADDTIVE BATCH CONTROL PANEL THRU NEW CONTACTORS THAT ARE TIED INTO THE EXISTING E -STOP SYSTEM, THE E -STOP FUNCTION OF THE ADDED SYSTEMS IS ACCOMMODATED. POSITIVE SHUTDOWN NOTE: SENSOR POSITIVE SHUTDOWN OF ADDITIVE TURBINE IS ACCOMMODATED BY WIRING THE HOOK CONTROL FROM THE ADDITIVE BATCH CONTROL PANEL TO THE STP—CBS, VIA THE VEEDER ROOT PANEL, LANDING ON THE EXISTING 4—RELAY OUTPUT MODULE. OUTPUT MODULE CHANNEL WIRED "NORMALLY OPEN" AND IS PROGRAMMED "NORMALLY CLOSED" AND WHEN SENSOR IS IN ALARM, THE HOOK SIGNAL FEED TO THE STP—CBS IS BROKEN. 0 N 0 0 N 0 0 z 1- 0 O c .(0 0 0 tx c 0 0 0 0 0 0 0 0 0 CL 0 0 0 O w W N Q M O O) � Z N < LC) Z F= CO W N N cfl N LO N x N co N CO LC) N u7 N 0 'es CO z 44:t.0 T� 0) r U) 1 0 CV A NOTE: ENCLOSURE LAYOUT SHOWN IS TYPICAL. SEE SHEET C3 FOR ACTUAL CONTROLLER ENCLOSURE CONFIGURATION. Typical Controller Enclosure Power Plan E-3 SCALE 1/2"= V-0" -0" KEY NOTES: 0 POWER INTEGRITY SUPPLIED TRANSFORMER. 0 DEDICATED RECEPTACLE CONTROLLED BY THE EXISTING ESO SWITCH SYSTEM. REFER TO WIRING DIAGRAM, DETAIL—D ON SHEET E-2. 0 EXISTING GROUNDING LUG CONNECTION POINT. POWER INTEGRITY DISPENSER DATA DISCONNECTING BOX MUST BE GROUNDED IN ORDER TO PROVIDE THE PROPER PROTECTION. REFER TO THE MANUFACTURES RECOMMENDATIONS. PROVIDE #12, GREEN INSULATED GROUND WIRE. O EXISTING CONDUIT AND CABLING TO REMAIN. O REMOVE EXISTING CONDUITS AND WIRES BETWEEN THE EXISTING DISTRIBUTION BOX AND DISPENSER CONTROLLER. PROVIDE NEW 3/4" CONDUIT WITH #14 TWISTED PAIR (PER MANUFACTURES RECOMMENDATION) FROM THE EXISTING DISTRIBUTION BOX AND DISPENSER CONTROLLER TO DATA DISCONNECT BOX. POWER INTEGRITY DISPENSER DATA DISCONNECT BOX. (TO EXISTING DISPENSER) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Typical Dispense Data Wiring 5 r 1 f EXISTING - GILBARCO D -BOX TYPICAL 1-8 DISP #1 1A 1B PUMP SIDE TYPICAL 1-8 DISP #1 1A 1B CRIND SIDE TO SITE CONTROLLER Dispensers 1-4 (Output)I 6 610 010 010 0 m IA 1B2A2B3A3B4A4B 1 - DISPENSER NEUTRAL (NOT USED) LIGHTS 120V HOT (NOT USED) LIGHTS NEUTRAL DISPENSER #1 1 2 3 4 PUMPS DATA ®- CARD READER & (EXISTING) 1 1 J Dispensers 5-8 (Output) 0 010 010 010 0 5A 5B 6A 6B 7A 7B 8A 8B I-- =.1:.12. �.M1 .�...L...z is,..„I4111M, _. ij —_ — ,., '- ®. ®. A. D Wi IL _,0.:. �: :� — rl12111:1 -fT--J3ssmum•s-zr=-3-C J =w .r-'J511I511 Typical Dispense Data Wiring Iol 00 ' Optional Expansion to Other Board 1A 1B 2A 2B 3A Q 410 010 3B4A4B m 0100I- Dispensers 1-4 (Input 5A 5B 6A 6B 7A 7B 8A 8B 0 010 010 010 0 Dispensers 5-8 (Input) ENLARGED VIEW (DATA) N CO Typical Dispenser Credit Card Data Wiring 1 1 1 1 1 1 1 1 1 1 1 1 • Typical Dispenser Credit Card O Data Wiring L -i , r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TO SITE CONTROLLER Dispensers 5-8 (Output) 0 010 010 010 0 5A 5B 6A 6B 7A 7B SA 8B Dispensers 1-4 (Output) 0 610 010 010 0 1A 1B 2A 2B 3A 3B 4A 4B DD 1A 1B 2A 2B 3A 3B 4A 4B m Q Q10 010 00 O 1 1 Dispensers 1-4 (Input) 1 1 1 1 1 1 1 1 1 J �an NOT TO SCALE: Data P fit.: 1 down W"IDagoarn Optional Expansion • � from Other Board 5A 5B 6A 6B 7A 7B SA 8B 0 010 010 010 0 Dispensers 5-8 (Input) ENLARGED VIEW (CRIND) 0 N m 0- PERMIT SUBMITTAL LI 1- 0 Y 0 1- 03 0 � U co E W p 3 J U 0 � co coO U 0 coO w -J N w W CA Q 0 Q = W IC 2 J Q U Q� i- ai o co U c I.S. BARRIER 0 CONNECT BLACK WIRE TO THE WHITE WIRE AND RED WIRE TO THE GREEN WIRE AT THE OVAL GEAR FLOW METER. 04 05 06 07 8888 L — 08 09 10 11 12 13 14 15 88688888 16 17 18 19 8888 20 21 22 888 2603 2503- 2403 2303 —R 1 (RED) —R2 (ORANGE) 1 11 1 1 INCOMING 120V POWER mo, M M I �( 111 1 1 11 TO OVAL R1 -TANK 1 GEAR R2 -TANK 2 FLOWMETER R3 -TANK 3 R4 -TANK 4 (SPARE) 00 ckm J I'I 1 11 REL - VEEDER ROOT/STP-CBS ADDITIVE BATCHING UNIT INTERIOR(14) (FIELD WIRING CONNECTION DIAGRAM) BATCHING UNIT HOUSING (14) DISPLAY W O d w 1- w OFF 033 W w m 3/4"C, 4 #1 2 + (1) #12 GND LJ u u u EXISTING PANEL "A" 3/4"C, 2 #12 + (1) #12 GND 3 4"C, 2 ; 12 (1) #12 GND EXISTING VEEDER ROOT PANEL 3/4"C, (1) BELDEN LOW VOLTAGE WIRING 0 DISCONNECT CABLE #88760 34"C,4;12+ (1) #12 GND J STP CBS ADD D (E) ADDITIVE TAN K TURBINE CONTROLLER 1:1----(E) 3/4"C, 2 #10 + (1) #10 GND ADDITIVE TANK TURBINE ADDITIVE TAN K FLOW METER TAN K #1 0 Z > 0 O TANK #2 0 w z - O > -3/4"C, 3 #12 + (1) #12 GND Automated System Wiring Requirements NOT TO SCALE TANK #3 (3 9) L �� U 3/4 C, 2 # 12 + (1) #1 2 GND ADDITIVE CONTROLLER PANEL 0000 0 000 000 000 000 PMVT 120V TO FLOW METER IN ADDITIVE TAN K HOOK SIGNAL TO STP -CBS VIA VEEDER ROOT TO SOLENOID VALVES IN GASOLINE TANKS VIA LOW VOLTAGE POWER WIRING DISC. SEE DETAIL "D" ON SHEET E-2 FOR WIRING DIAGRAM D Additive Batch Controller E-3 NOT TO SCALE 0 (1) 0 0 N 0 x 0 0 z 1- 0 C▪ O c O 0 0 cr 0 0 1 - co 0 0 0 V) 0 0. Q 0 O X Ls - r) N N 03 N eo o co I I L u7 N N • E" u7 Z N N + W ( C) z� zr CL¢ zz W z -o irZ z w w z� w} Li J � 5 U V=) 0 /! 1 6"x6"x39" WIREWAY W/ DIVIDERS MEDIA FILTER UPS QUAD BOX RECEPT. FIBER/PHONE TERMINATION BOX U-15 A-1 • SURGE PROTECTION & DATA DISCONNECT PLi' six A-9 - U-15 B-9 - A-19 + A-15 8-19 + GILBARCO D— BOX ALLIED ANDI BOX —36 U-15 A-1 GSM CO00 13 15 17 19 12` 14"`:_01 18 6")16' x.16" WIIEWAY TO EXISTING COSTCO STORE • TO EXISTING DISPENSER ISLANDS • L.L.1' Z AM:5 e rt W 0 • —1 i- i ti N3i 12"x6" NEMA 3R WIREWAY. • A— GSM SEALQFF (TYP.): w 0 -J 0 z W w 0 0 w 1- 0 z w In 25 J w w w wQ tr � Da DEDICATED DUPLEX RECEPTACLE WIRED TO EMERGENCY SHUTDOWN SWITCHES N W ~ Z Z Ow �V) 0 EXISTING • EXISTING • • • TO EXISTING DISPENSER ISLANDS \ • • TOW VOLTAGE WIRING DISCONNEC ,A-1 VEEDER ROOT U-14 A-1 LOW VOLTAGE WIRING DISCONNECT ......................... ENCLOSURE DROP CEILING • z: 0' a rn TO EXISTING DISPENSER ISLANDS TO EXISTING DISPENSER ISLANDS 0 v1 w • TO EXISTING DISPENSER ISLANDS CONDUIT RUN SCHEMATIC FROM CONTROLLER ENCLOSURE NTS • • • • I r :I',VINDOW ORIENTATION SIDE B-20 FIELD CONFIGURE CONDUIT TERMINATIONS AT WIREWAY TO ALLOW SEPARATION OF HIGH VOLTAGE AND LOW VOLTAGE WIRING WITH BARRIER AS NEEDED FINISHED FLOOR 1- EQUIPMENT INSIDE CONTROLLER ENCLOSURE (TYP) SEALOFF (E) WIREWAY INSIDE CONTROLLER ENCLOSURE (TYP) w 0w OJ Z Z 0U w (l1 0 J 0 z w W z 0 U EQUIPMENT INSIDE CONTROLLER ENCLOSURE (TYP) 18"x6" NEMA 3R WIREWAY. • NSEALOFF (ne.) w N w OJ Z w 00 (E) WIREWAY INSIDE CONTROLLER ENCLOSURE (TYP) • J. • • • • L J • • • • I , (1):3/4r C (3) #12 &- 1(1):3/4r C (2) #12 &- (1) 1112 GND (1) #12 GND RLL D z W Z J Q ............... • END Ala lir WIRING LEGEND POWER CONDUIT • , POWER & DATA CONDUIT CAMERA/COMM. CONDUIT - INTRINSICALLY SAFE CONDUIT (1) 3/4" C (SEE NOTE 8) BELDEN #88760 (1) #12 GND VENT STACKS INDICATES ITEM ON MATERIALS LIST SEE DWG. T-4 INDICATES DISPENSER NUMBERING AND POSITION � .• AIR A-33,35 LIGHT SWITCH PRE—WIRED A-12 PRE—WIRED A/C RECEPTACLE SHEET NOTES 1. ROUTE CONDUIT TO EQUIPMENT AS INDICATED ON SHEET E-2 & E-3. 2. ROUTE CONDUIT AND CONDUCTORS TO EXTERIOR OF CONTROLLER ENCLOSURE WALL AS INDICATED ON THIS SHEET. 3. FUNCTIONS OF THE CONTINUOUS MONITORING: — MONITORING OF ALL ANNULAR SPACES. — MONITORING OF ALL PRODUCT PIPING SUMPS. —PROVIDE .1 GPH PRESSURE LINE LEAK DETECTION (PLLD) OF GASOLINE PRODUCT LINES. —PROVIDE CONTINUOUS TANK LEVEL MONITORING. —DISPENSER SUMP MONITORING. THE CONTINUOUS MONITORING DEVICE SHALL PROVIDE POSITIVE SHUTDOWN OF TURBINES AND DISPENSERS AUTOMATICALLY IN THE EVENT OF A LIQUID RELEASE AND MANUALLY THROUGH THE ESO SWITCH LOCATED ON THE CONTROLLER ENCLOSURE AND REMOTE ESO SWITCH AS INDICATED ON SITE PLAN. 4. 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 CONTRACTOR TO LABEL TURBINES AND CONTROLLERS AS TO WHICH SIDE OF THE STATION THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER. 5. WALL MOUNTED EQUIPMENT LOCATIONS ARE FIXED AS SHOWN REGARDLESS OF CONTROLLER ORIENTATION. G.C. SHALL NOT MOUNT EQUIPMENT OTHER THAT WHAT IS SHOWN. 6. ALL CONDUIT ENTERING UNDERGROUND TANK SUMPS SHALL BE PVC COATED RIGID METAL "ROBROY" CONDUIT. NO EXCEPTIONS. CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CONDUIT FILL CONDUIT CONDUIT CONDUIT FILL CONDUIT CONDUIT PURPOSE CONDUIT FILL • CONDUIT CONDUIT PURPOSE CONDUIT FILL • • CONDUIT CONDUIT PURPOSE CONDUIT FILL # SIZE # SIZE # SIZE # SIZE # SIZE 01 2" PHONE SERVICE TO EDP ROOM (2) 25 PAIR PHONE WIRE, (1) #12 GND. © 1" DISPENSER POWER 5112 THWN; 4114, (2) 114 Tt16TED PAR & 1112 CND, ® 1" LOOP TO RIGHT WALL E.S.O. AND V.R. (5) #12 THWN, (2) #12 GND. ® 3/4" CAMERA POWER SUPPLY IN 18x18x6 NEMA 3R ENCLOSURE (2) #12 THWN (1) #12 GND. ® 3/4" DISPENSER HOOKS - UNLEADED A (2) #12 THWN, (1) #12 GND. 02 2" SECURITY TO WAREHOUSE EDP ROOM (2) 18-2, (2) 18-6 it 1" DISPENSER POWER 5112 THWN; 4114, (2) 114 TWISTED PART & 1112 W. ® 3/4" ESO/VEEDER ROOT ALARM 0 ENCLOSURE (5) #12 THWN, (1) #12 GND. ® 2" DATA LOOP TO FIBER/PHONE BOARD AS REQUIRED CURRENT COSTCO LS. SETUP . 3/4" DISPENSER HOOKS - UNLEADED B (2) #12 THWN, (1) #12 GND. 03 1" EDP TO BURGLAR PANEL 0 ENTRY AREA (2) 18-2, (2) 18-6 IF= 1" DISPENSER POWER 5112 MN; 4114, (2) 114 WASTED PAR & 1112 W. ® 1" SPARE TO EDP ROOM 25# PULL ROPE 6) CO 1" DISPENSER ETHERNET COMMUNICATION CABLING 25# PULL CORD ® 3/4" DISPENSER HOOKS - PREMIUM C (2) #12 THWN, (1) #12 GND. ® 1" FIBER OPTIC - CO EDPLROOMNCLOSURE TO CORN NS o1D SIA K 30-29 OR EouAL TED (NOT USED) ® 1" PREMIUM TANK #3 MONITORING DEVICES (5) BELDEN CABLE 188760 (1) 112 GND. ® (NOT USED) .��.• 3/4" ADDITIVE HOOK FROM CONTROL PANEL (2) #14 THWN. (1) #14 GND. ® 3/4" LOOP TO 911 PHONE (2 PR) PHONE CABLE, (1) #12 GND. ® (NOT USED) ® 1" UNLEADED TANK #2 MONITORING DEVICES (5) BELDEN CABLE 188760 (1) 112 GND. ® (NOT USED) 0 1" FUTURE EQUIPMENT 251 PULL CORD ® 1" UNLEADED TANK #1 TURBINE POWER (3) #12 THWN, (1) 112 GND. 0 1" LOOP TO VEEDER ROOT 251 PULL ROPE 0 1" UNLEADED TANK #1 MONITORING DEVICES (5) BELDEN CABLE 188760 (1) 112 GND. 63 (NOT USED) ® 3/4" FUTURE PHONE LINE TO VEEDER ROOT PANEL 251 PULL ROPE 07 (NOT USED) ® (2) 2" DISPENSER WIRING - LOOPS TO POWER CENTER FM TAN + 111112GND((RE Tt�) CONDIATS) ® 3/4" DISPENSER SENSOR (1) BELDEN CABLE #88760 (1) #12 GND. ® 3/4" ARID PERMEATOR LOOP FOR POWER (3) #12 THWN & (2) 112 GRD. ® 3/4" DATA DISCONNECT RECEPTACLE (2) #12 THHN, (1) 112 GND. ® 1" UNLEADED TANK 12 TURBINE POWER (3) 112 THWN, (1) 112 GND. ® 2" LOOP TO DISCONNECT (4) 3/0, (4) 14 GND. ® 3/4" DISPENSER SENSOR12 (1) BELDEN CABLE #88760 (1) #12 GND. ® 1-1/4" CAMERA FEEDS TO;CANOPY}Oil CAT 5 4PR #24 AWG BELDEN 7928A RESISTANT - FlLL BY CNiERA CONTRACTOR ® (NOT USED) Q9 (NOT USED) ® 3/4" FUTURE AIR/WATER REEL 251 PULL ROPE ® 3/4" DISPENSER SENSOR (1) BELDEN CABLE #88760 (1) 112 GND. 0 3/4" POWER LOOP TO PHONE PANEL (2) #12 THWN, (2) 112 GND. ® (NOT USED) ® 1" PREMIUM TANK #3 TURBINE POWER (3) #12 THWN, (1) #12 GND.• ® 3/4" FASCIA/SECURITY LIGHTS - A-17, A-21 (3) #10 THWN, (1) #10 GND. ® 3/4" DISPENSER SENSOR (1) BELDEN CABLE #88760 (1) #12 GND. (NOT USED) ®3/4" (E) ADDITIVE TURBINE POWER (2) #10 THWN, (1) #10GND. 10 1" PREMIUM TANK 14 TURBINE POWER (SPARE) 251 PULL ROPE ® 1" CANOPY LIGHTS - A-3, A-5, A-9, A-11, A-15 (8) 110 THWN, (1) #10 GND. ® 3/4" DISPENSER SENSOR (1) BELDEN CABLE 188760 (1) #12 Co. ® (NOT USED) ® 3/4"(E) ADDITIVE TANK MONITORING DEVICES (4) BELDEN CABLE 188760 (1) 112 GND ® 1" DISPENSER POWER 5112 TITAN; 4114, (2) 114 TWISTED PM & 1112 GND. ® 1" CANOPY LIGHTS - FUTURE 25# PULL CORD ® 3/4" DISPENSER SENSOR (1) BELDEN CABLE 188760 (1) 112 GND. ® (NOT USED) ® 3/4" ADDITIVE FLOW METER (1) BELDEN CABLE #88760 ® 1" DISPENSER POWER 5112 THWN; 4114, (2) 114 TWISTED PAR & 1112 GND. ® (NOT USED) ® 3/4" DISPENSER SENSOR (1) BELDEN CABLE 188760 (1) 112 GND, 4 3/4" LOOP FOR POWER - UNLEADED A (3) #10 THWN, (1) #10 GND. ® 3/4" ADDITNE SOLENOID VALVES CONTROL WIRING (4 #12 THWN + (1) 112 GND. (24V) ® 1" DISPENSER POWER 5112 THIN 4114, (2) 114 TWISTED PALL & 1112 GND. ® 3/4" ESO TO DISPENSERS (2) #12 THWN, (1) #12 GND. ® 3/4" DISPENSER SENSOR (1) BELDEN CABLE 188760 (1) 112 GND. 0 3/4" LOOP FOR POWER - UNLEADED B (3) #10 THWN, (1) #10 GND. ® 3/4" ADDITIVE CONTROL PANEL POWER (2) 112 THWN + (1) #12 GND. 0 1" DISPENSER POWER 5112 THWN; 4114, (2) 114 TASTED PAR & 1/12 CND. CO 3/4" RECEPTACLE (2) #12 THWN, (1) #12 GND. © (NOT USED) ® 3/4" LOOP FOR POWER - PREMIUM C (3) #10 THWN, (1) #10 GND. ® 1" DISPENSER POWER 5112 THWN; 4/14, (2) 114 TWISTED PAIR & 1112 GND, 0 1" LOOP TO RIGHT WALL RECEPTACLE (2) #12 THWN, (1) #12 GND. ® (NOT uSED) ® 3/4" LOOP FOR POWER - ADDITIVE D TURB (2) #10 THWN, (1) #10 GND. ALL WIRE PUU.8 BY G48= UNLE88 OTFETWeE NOTED CONDUIT LEGEND • PMC COMM RIM METAL CON= ENTFE RUN. PERMIT SUBMITTAL 0. a !- 2 0 1- m N tO N 0 0 z J co CO E cc O Y 0 pU 0 co LL W O co C7 O coO U J 0 (n 0 c 0 0 x LT. � Z 1- 2 0 0 O 0 0 1- 2 U cr V) '0 0 1 0 O 18215 72ND AVENUE SOUTH N 0 c 0) 1- z W x CN CN N CO (000 1 1 N N LC) LC) CN (/) () 0 z zIX ZW 5N a.Q dZ Z Z X. 5 Z W Z • C— Z W W Jce .-j �tr) .0 z .0 id - r -A41-20 ^I 2- N r 0 VICINffY MAP BASIS OF BEARINGS 100' 0 50 100 200 BASIS OF BEARING IS KCAS PER RECORD OF SURVEY BY ROBERT MERIWETHER DATED DECEMBER 1984 AND RECORDED UNDER VOLUME 43 OF SURVEYS, PAGE 48, UNDER RECORDING NUMBER 8412269001, RECORDS OF KING COUNTY, WASHINGTON. KING COUNTY TAX PARCELS PARCEL A OF FATCO ORDER NUMBER 466103= 252304-9057 (98758+/- SQ. F. (2.267+/- ACRES)) PARCEL A OF FATCO ORDER NUMBER 467760= 252304-9063 (507856+/- SQ. FT. (11.659+/- ACRES)) ZONING ZONED CITY OF TUKWILA URBAN CENTER (TUC) REQUIREMENTS PER CITY OF TUKWILA MUNICIPAL CODE 18.28.080 FRONT SETBACK: 15.00 FEET SIDE SETBACK: 15.00 FEET MAXIMUM BUILDING HEIGHT: 115.00 FEET MINIMUM OFF-STREET PARKING REQUIREMENTS FOR RETAIL USE IS 4 PER 1,000 SQ. FT. OF USABLE FLOOR AREA MINIMUM OFF-STREET PARKING REQUIREMENTS FOR WAREHOUSE USE IS 1 PER 2,000 SQ. FT. OF USABLE FLOOR AREA PROPERTY IS SUBJECT TO APPLICABLE CITY OF TUKWILA ZONING REGULATIONS AS PUBLISHED IN THE TUKWILA MUNICIPAL CODE CHAPTER 18.28. SEE MUNICIPAL CODE FOR FURTHER DETAILS. LEGAL DESCRIPTION: PARCEL A: - COVER SHEET COSTCO WHOLESALE FUEL FACILITY 400 COSTCO DRIVE, TUKWILA, WA 91406 COSTCO FACILITY NO. 6 OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 CIVIL ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. S. KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) '251-8782 GEOTECHNICAL ENGINEER KLEINFELDER 14710 NE 87Th STREET, SUITE 100 REDMOND,' WA 98052 PHONE: (425) 636-7900 FAX: (425) (>36-7901 SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. S. KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 PROJECT DATA: PROJECT ADDRESS: JURISDICTION: 400 COSTCO DRIVE TUKWILA, WA 91406 CITY OF TUKWILA THAT PORTION OF GOVERNMENT LOT 1 OF SECTION 35 AND GOVERNMENT LOT 1 OF SECTION 36 AND GOVERNMENT LOT 8 OF SECTION 25 AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, ALL IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNIING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 OF SECTION 35; THENCE SOUTH 01'19'01" WEST ALONG THE EAST LINE OF GOVERNMENT LOT 1 OF SAID SECTION 35 A DISTANCE OF 82.38 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88'08'21" WEST A DISTANCE OF 167.24 FEET; THENCE NORTH 01'51'39" EAST A DISTANCE OF 83.55 FEET; THENCE NORTH 01'47'29" EAST A DISTANCE OF 515.60 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 300.00 FEET, AN ARC DISTANCE OF 99.43 FEET THROUGH A CENTRAL ANGLE OF 18'59'26"; THENCE SOUTH 88'12'31" EAST A DISTANCE OF 723.22 FEET; THENCE SOUTH 01'47'29" WEST A DISTANCE OF 471.67 FEET TO THE WEST MARGIN OF THE JAMES CHRISTENSEN ROAD; THENCE SOUTH 30'24'21" WEST ALONG SAID WEST MARGIN A DISTANCE OF 60.08 FEET; THENCE SOUTH 0732'21" WEST ALONG SAID WEST MARGIN A DISTANCE OF 174.08 FEET; THENCE NORTH 88'08'21" WEST A DISTANCE OF 526.22 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER A 30 FOOT STRIP OF LAND DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 AND GOVERNMENT LOT 8, IN SECTION 25, ALL IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26; THENCE NORTH 8744'08" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF SECTION 26, A DISTANCE OF 166.45 FEET; THENCE NORTH 01'47'29" EAST, A DISTANCE OF 515.60 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 300.00 FEET, AN ARC DISTANCE OF 99.43 FEET THROUGH A CENTRAL ANGLE OF 18'59'26" TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88'12'31" WEST, A DISTANCE OF 257.91 FEET TO THE EASTERLY MARGIN OF ANDOVER PARK EAST; THENCE ALONG SAID EASTERLY MARGIN ALONG A CURVE TO THE RIGHT THE CENTER OF WHICH BEARS SOUTH 71'29'01" EAST HAVING A RADIUS OF 270.00 FEET, AN ARC DISTANCE OF 20.33 FEET TO A POINT OF REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 330.00 FEET, AN ARC DISTANCE OF 11.46 FEET; THENCE SOUTH 88'12'31" EAST, A DISTANCE OF 970.63 FEET; THENCE SOUTH 01'47'29" WEST, A DISTANCE OF 30.00 FEET; THENCE NORTH 88'12'31" WEST, A DISTANCE OF 723.22 FEET TO THE TRUE POINT OF BEGINNING. Know what's below. CaII before you dig. Dial 811 Or CaII 1.800-424-5555 CML SHEET INDEX: C1 COVER SHEET C2 DEMOLITION AND EROSION CONTROL PLAN C3 SITE AND HORIZONTAL CONTROL PLAN C4 GRADING AND STORM DRAINAGE PLAN C5 CONSTRUCTION NOTES AND DETAILS LANDSCAPE INDEX: L1 LANDSCAPE PLANTING PLANS L2 LANDSCAPE PLANTING NOTES AND DETAILS L3 LANDSCAPE IRRIGATION PLANS L4 LANDSCAPE IRRIGATION NOTES AND DETAILS LEGEND • • 'a ° . e /////z CO 0 PVC COMM JT X21:>4.4 26q49 485.83 t M.E. 2.0% 0 EXISTING ASPHALT EXISTING CONCRETE LAND LEASE AREA EXISTING CURB EXISTING STORM CLEANOUT EXISTING EASEMENT EXISTING RIGHT-OF-WAY LINE PROPERTY LINE EXISTING EDGE OF PAVEMENT EXISTING STORM DRAIN EXISTING STORM DRAIN CATCH BASIN EXISTING TREE EXISTING LOT LIGHT EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND POWER EXISTING SPOT ELEVATION PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED CURB SAWCUT LINE FLOW PATH PROPOSED SPOT GRADE MATCH EXISTING PROPOSED GRADING SLOPE UNDERGROUND CONDUIT RIDGE LINE NEW SDCO CLEANOUT NEW STORM DRAIN PIPE PAVEMENT SWALE GENERAL SITE DEVELOPMENT NOTES: c a 0. 0. v 0 COVER SHEET 400 COSTCO DRIVE LL w < LL W J co J 0 i- 0 0 00 cn 0 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT 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 ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR 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 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 5. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF TUKWILA. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION OR AS REQUIRED BY THE CITY. 6. 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. 7. 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. 8. 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. 9. 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. 10. STRUCTURAL BMPs MUST BE ACCESSIBLE FOR INSPECTION BY CITY OF TUKWILA PERSONNEL DURING REGULAR BUSINESS HOURS. UTi1TY COPEUCT COTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIILITIES 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 0 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. CAUTION POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS APPROXIMATE, BASED ON FIELD SURVEYS AND "AS -BUILT" RECORDS. THE GENERAL CONTRACTOR SHALL "POTHOLE" THE EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, AND BARGHAUSEN CONSULTING ENGINEERS (425-251-6222). SSAQUAH, WA 98027 0 0 0 v) 0 c 0 N O 0 O 0 u :;-- ><- 2 z z w 1- 0 0 c 0' O 0 c 0 0 0 0 0 0 0 a Z 0 0 a a Dote W06/1 1 1- 0 w Z w Z N Lo N co 0 co Ch 1- z w X N • OD • 00 I I • N LI) LO N N d. d. cn C7 U z� ▪ W Z N aQ o zZ w Lg z - O z� ▪ w 0 Z wW CC U N .0 z 0 0©0 0 0 .c V) -A n Q 7 /54 II ai 0 0 Date/Time:1/2/2014 4:36 PM 0' 0 oo N 0 c 0 O.X LL! 0 N c Q) c 0 c0 N 0 0 0 0 (\ x 24.73 1 . 0 10 1=20' 20 40 ,. 24 98 25.01 SAXON DRIVE LUMINAIRE x 25 Da SSCO x 24.74 = _ _E124.55 x 24.72 .. 24 '9 PERIMETER x . PROTECTION DEMOLITION AND EROSION CONTROL PLAN COSTCO WHOLESALE FUEL FACILITY 400 COSTCO DRIVE, TUKWILA, WA 91406 COSTCO FACILITY NO. 6 SINGLE WHITE STRIPE x 25.20 SI YELLOW STRIPE 7x ad x 25.35 x 26.10 2541 LUMINAIRE LOT LIGHT ;.93 .97 .51s .2x745 . )11111r 32.83Q99tr BOLLARDS Cr 33.59- - `-C-2)INLE- PROTECTION 26.73 .g.78 x 26.97 7 SPAC 26.8E y x - _ _ 27.03 r SDCO 7.26 // ':eq. `ro•y DCO 27.26 ;G X33 7r28 741 z� q l / ' 71.44 ° _ -1 28.14 29027.91 FIRE AN r ROOF DRAIN ROOF DRAIN 27.73 ROOF DRAIN ROOF DRAIN r 1 26.72 LOT LIGHT CROSSWALK x 26.46 RELOCATE SIGN SIG IF NECESSARY 2.95 8.5" KATSURA STOP SIGN 15 4� ATSURA 13.7" PINE 264:; `26.33 .e 1, STOP x 26.29 BAR B STD GRATE TYPE I RIM= ADS I.E. W= " ADS I.E. E=2 9' PVA a5 PL 2 27.74 -xf 2 CLEANOUT CANOPY INLET PROTECTION LOT LIGHT .2 PINE 9.4" MAPLE 26.51 26.03 26.24 II 25}33 25.93 5 .87 25.77 6 : �T LIGHT .81SA5 V LOT LIGHT L' pMI .. • x 26.06 GLE WHITE STRI .3" MAPLE 25.63 0 26.96 PROPOSED OVERHANG CB STD GRATE TYPE I RIM=26.30' 8" D.I. I.E. E=24.30' E 5.71 72 i72 x 25.90 99 0.28 5.57 STOP SIGN O 0 X ,5" MAPLE 5.45 8.9" 8.9" MAPLE L _ 2.7 SINGLE WHITE ST 1125.62 BUI DING ON CONC. PAD 9.9" MAPLE - EXI LIG rYA 27.09 27.22 27.31 12 6 2$.47 -r1 X1 Z 1 C7 (3 LOT LIGHT LOT LIGHT 27.11 27.17 I O 2. e9 1 27.18 ROOF DRAIN 2.7" LOCUST 6870 1� 26.70 1125.88 25.89 x 27.34 lx 27.25 PERIMETER PROTECTION UARD POSTS 5.2" MAPLE x 27.33AND r 3.1" MAPLE OLLARD (TYP.) 2.5" MAPL UTILITY VAULTS 2.8" MAPLE 22774421 $''1tW' MAPL '26.02 8 x 27.09 LOT LIGHT x 27.06 27.04 27.09 LOT LIGHT .77 2z88.17 026.28 26.06 GUARD POST x 25.77 / SDCO LOT LIGHT 98 4,5LE 6.88 x 26.621 0 0 26 SPACES 25.93 25.97 30.44 32.44 1' 33,90 33.85 1 X 26:281 8 26.98 x 25.75 ID14T PROTECTION EX. EX. 12" SD LIN 26.40 CB STD GRATE TYPE I RIM=26.00' 8" D.I. I.E. E=23.80' 12" D.I. I.E. W=23,80' g 11 -_--- �•� INLET PROTECTION 26.00 LOT LIGHT 26.17 EX. 8" SD LINE INLET PROTECTION 10' BSBL 26.64 26.68 26.62 26.61 6LOCUST ,25.79 STOP 26.11 5.75 %25.76 STOP SIGN -------------------------- 5: BAR 25.65 6 SPACES 26.83 26.63 89 LOT LIGHT EROSION CONTROL NOTES: 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS IMMINENT. 2. THE 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 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 x 25.27 FIRE HYDRANT W/GUARD POSTS WATER VALVE 200' SETBACK FROM OHWM Know what's below. Call before you dig. Dial 811 Or Call 1-800-227-2600 RED MAPLE 12.4 CAL EROSION CONTROL NOTE: LEGEND EXISTING BARRIER CURB TO BE DEMOLISHED EXISTING PAVEMENT TO BE DEMOLISHED CLEARING LIMITS PERIMETER PROTECTION EXISTING DRAINAGE FLOWPATH STORM DRAIN INLET PROTECTION EXISTING CONCRETE CURB TO BE DEMOLISHED AND DISPOSED OF OFFSITE. EXISTING ASPHALT PAVEMENT/CONCRETE TO BE DEMOLISHED AND DISPOSED OF OFFSITE. DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC. SEE IRRIGATION PLAN FOR REMOVAL AND/OR SALVAGE OF EXISTING IRRIGATION PIPING VALVES, ETC. SEE LANDSCAPE PLAN FOR REPLANTING OF DISTURBED AREAS ALONG PERIMETER OF WORK. SAWCUT LINE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING PAVEMENT. EXISTING UNDERGROUND STORAGE TANKS TO REMAIN. PRESERVE AND PROTECT. EXISTING ESO TO BE RELOCATED. SEE SHEET C3 FOR LOCATION. EXISTING PARKING STRIPING TO BE REMOVED BY SAND BLASTING OR OTHER APPROPRIATE METHOD. REMOVE EXISTING SIGN. RELOCATE EXISTING LOT LIGHT, INCLUDING FOOTING. BACKFILL AND COMPACT FOOTING EXCAVATION PER SOILS ENGINEER RECOMMENDATIONS. EXISTING HEALY W/ VENT STACK TO BE RELOCATED. SEE SHEET C3 FOR LOCATION. REMOVE EXISTING OIL WATER SEPARATOR. SEE SHEET C4 FOR LOCATION. RELOCATE EXISTING POWER VAULT TO NEW PLANTER. SEE SHEET C3 FOR LOCATION. EROSION/SEDIMENT CONTROL CALLOUTS: CT) PERIMETER PROTECTION - CONTRACTOR TO INSTALL PERIMETER PROTECTION (SILT FENCE, SAND BAGS, FILTER BERMS) PER CITY OF TUK WILA STANDARDS A T ALL PERIMETER LOCATIONS TO PREVENT SILT- LADEN RUNOFF FROM LEAVING THE CONSTRUCTION AREA, AND AS DIRECTED BY THE CITY INSPECTOR. STORM DRAIN INLET PROTECTION CONTRACTOR TO INSTALL CATCH BASIN FILTER BAG, AT DOWNSTREAM INLET LOCATIONS OR AS REQUIRED TO PREVENT SILT- LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM AND/OR AS DIRECTED BY CITY INSPECTOR. CONSTRUCTION SEQUENCE: 1. ATTEND PRECONSTRUCTION MEETING, IF REQUIRED, WITH THE CITY OF TUKWILA. 2. FLAG CLEA RING LIMITS. 3. INSTALL PERIMETER PROTECTION BMPS AS SHOWN ON PLANS. 4. INSTALL STORM DRAIN INLET PROTECTION AS SHOWN ON PLANS. 5. CLEAR AND GRUB SITE, COMPLETE DEMOLITION AND PERFORM ROUGH GRADING. 6. CONSTRUCT SITE IMPROVEMENTS. 7. RNOVE PERIMETER PROTECTION BMPS AND STORM DRAIN INLET PROTECTION. 8. CALL THE CITY OF TUKWILA FOR FINAL I NSPECTION. HAULING/SILTATION CONTROL NOTES: 1. PUBLIC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS ON A DAILY BASIS. 2. CONTRACTOR SHALL PROVIDE SILT BAGS OR OTHER SILTATION CONTROL MEASURES THAT MAY BE REQUIRED BY THE CITY DURING THE COURSE OF THE WORK. 3. EFFORTS SHALL BE MADE DURING CONSTRUCTION ACTIVITIES TO STABILIZE ALL DISTURBED AREAS AS QUICKLY AS POSSIBLE TO MINIMIZE EROSION. 4. CONTRACTOR SHALL PROVIDE SILT BAGS OR OTHER APPROVED SILTATION CONTROL DEVICE ON EXIST. CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM WORK AREA. 6. 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. 7. CONTRACTOR TO REVIEW AS- BUILT DRAWINGS IN PROJECT AREA AND REMOVE AND OR RELOCATE ANY SITE APPURTENANCES IN PROJECT AREA THAT IMPACTS THE PROJECT. DEMOLITION NOTES: 1. ALL PAVEMENTS, SLABS, GROUND COVER, UTILITIES, ETC., INSIDE DEMOLITION LIMITS SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. 2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY COMPANIES ON REQUESTING DISCONNECTIONS, REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. 3. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS AND CONSTRUCTION APPROVALS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 4. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, PAVEMENT, AND/OR LANDSCAPING DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY. 5. CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR REMOVAL OF IMPROVEMENTS, FIELD VERIFY AND CONFIRM LIMITS OF DEMOLITION AS WELL AS EXISTING UTILITIES AND IMPROVEMENTS TO REMAIN. DURING CONSTRUCTION CONTRACTOR SHALL USE APPROPRIATE EROSION CONTROL PRACTICES INCLUDING BUT NOT LIMITED TO SILT FENCING AND CATCH BASIN PROTECTION, OTHER ACCEPTABLE FORMS OF EROSION CONTROL SHALL BE USED AS NECESSARY TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE AND/OR ENTERING THE EXISTING STORM DRAINAGE SYSTEM. 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 1-800-227-2600 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. PERMIT SUBMITTAL a. En cc 0 0 TUKWILA, WA 91406 LL CD cp LL 0 171 cu 143 .0 0 co Go 0 Date/Time:1/2/2014 4:36 PM 00 CO 0 0 Lu CV 0 oo co 0 0 0 0 CIVIL SITE AND HORIZONTAL CONTROL PLAN COSTCO WHOLESALE FUEL FACILITY 400 COSTCO DRIVE, TUKWILA, WA 91406 COSTCO FACILITY NO. 6 LEGEND EXISTING CURB PROPOSED CURB PROPOSED ASPHALT BE N`CONCC--C-URB END CONC. CURB PROPOSED CONCRETE 720.45'- END CONC. CURB SAWCUT HEAVY DUTY PAVEMENT II III 11 I II I I I I II II II II 11 III IIII I 11 11 111^ 1 1 1 II 11 ,III \11 11 11 1 11 111 , 11 ,i, 111 , 11 11 11 II U U , Ii 1,11 , 11 11 1 1 11 II 11 11 1, 11 , 11 11 11 1 1 11 1,1 1 , 11 11 11 1,11 11 111, „ 11 11 1 111 1111 tt1 11, „1 11 ,11 , 11 11I, 11 11 11 1 it, 1 , 11 it 11 , 11 1111 11 ,u , 11 \1U 11 , 11 l u tt ,u \,u lu , 11 \u ,p `11 11 , 11 , 11 \11 , 11 , 11 1\1 SITE CONSTRUCTION SCHEDULE 0 NEW 88'-0" x 29'-0" PUMP ISLAND CANOPY WITH 3 MULTI -PRODUCT DISPENSERS. SEE STRUCTURAL PLANS. NEW REINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. SEE DETAIL ON SHEET C5. U3 NEW REINFORCED CONCRETE DRIVE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANKS. SEE SLAB DETAIL ON TANK PLANS. ORELOCATED ARID PERMEATOR TANK. SEE TANK PLANS. SAWCUT LINE. O6 NEW UNDER CANOPY TRENCH DRAIN. SEE SHEET C4 AND C5 FOR DETAILS. 07 NEW HEAVY DUTY ASPHALT PAVEMENT. SEE ASPHALT PAVEMENT SECTION SHEET C5. 0 NEW PAVEMENT MARKING USING 4” WIDE WHITE PAINTED STRIPING. �}9 INSTALL NEW BARRIER CURB. SEE DETAIL ON SHEET C5. .> a a v s 0 m 0 0 z CML SITE AND HORIZONTAL PLAN 400 COSTCO DRIVE TUKWILA, WA 91406 U LL J W D LL w J CA w J 0 O U BEGIN CONC CURB _ SAWCUT HEAVY DUTY PAVEMENT END CONC. CURB END CONC. CURB CANOPY SLAB, O— = S 88722'15" E 302.95' 55 2, ›--!:,05.00 4C II / // „ / I I I I / / I 6 IU"- O 6 0 N U 1 Q o N 11 t2 N iii F 0 0 1- 0 a s ams y ami O� C Y O v► 0 00) 0. O O 0 < Dote 01/05/1 UTILITY CONFLICT NOTE: 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 @ 1-800-227-2600 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. m m 0 U z Cn z W 0 vest.,./ 1111 I,. II G� GV IT 't,J/ rlV] 0 co co N C 0 0) 0 0 1..1..1 0 N C .` a) 0) N / 0 co co N 0) 0 0 0 N i GRADING AND STORM DRAINAGE PLAN COSTCO WHOLESALE FUEL FACILITY 400 COSTCO DRIVE, TUKWILA, WA 91406 COSTCO FACILITY NO. 6 LEGEND . 32.83 EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED CONCRETE x 24.74 x 24.72 x 25.20 x 25.35 x 26.10 25:9 ± ME 26.4± ME x 26.46 EXISTING CURB PROPOSED CURB SAWCUT LINE -a ° x 26.28 _ 30.44 g§,a§ x 26.29 - 26.97 x 26.8E 26°x± n d e'd • 4 ME MEa 26! .3b 26.34 - }4(± Js.01 027.26 ° 28.p627.3 2%057.91 a .27.77 27. 27.7 7.7. 7.7: 26.52 26.71 26.78 26.74 ME 26.94 x 26.58 , k\26.33 1 •11 1, 1 • 1, 26.72 4126.51 II .• .,I II . • 4 III I, I . I 2t.73 1:11; I � 1 jI At•• 1I 1 4"�I 114126.03 II I II 1 1 1 '1 1 1 x 26,29 1 I 33.90 f 235.00 0.54% M.E. FLOW PATH PROPOSED SPOT GRADE PROPOSED GRADING SLOPE MATCH EXISTING x 26.24 26.40 26.60 26.39 26. frG75 :�. 6.85 ME 26.8± ME 1f . 269 1 25.93 I 4 1 x 26.06 26.6± ME 7.0± 7 1 ±ME 5.71 .72 72 x 25.90 x 27.27 27.3± ME 27.43 741± 7 .± ME 7 4± ME x 27.34 x 27.18 21. x 27.25 x 27.09 lirotillia el 27.9± ME 27.9± ME x ° `54V45 21774 x 27.33 • . .26 -217.28 .41 62V70 26.87 26.67 1, 26.70 209.17 02 26.28 5.57 'Cl11 , 11 11,1' I ii ,1 11 1 11 t it 11 1 11 , 11 11 1 11 11 ',1 111 t itI, 11 \1 1 11 u 1 ii \ 1 1, 1 11 , 11 , \ 1 111 16 \ 1,1 11 \ 111 \ 1 11 i \ , 11 1 A Ai , ,1 \ 1u , 1, 1 11 \ A, 1,u , 1t u 1 , 11 16 , 11 \ 1,',,\,,,26.02 \1 1 A1 t 16 11 ,u ,u \1n ,u 1 11 \,11 11 \ 1 11 , 11 \1u ,u 1" ,n \ 16 1 111 \ , 11 1 11 1 11 \111 26.98 '1" 11 \ 1u 1 11 , 11 11 , 11 „1 \1 ,1 , 11 \, 11 1 11 11 ,1 , ,, tit 11 1 11 1 lc\„ --- 26.11 'n 11 V1 5.75 ' '''''''''\1\‘‘‘'‘‘ I ,'25.76 , n � 11 ..42 ', `'1� 69 1 1 25.65 SEWER DRAINAGE SCHEDULE CUT IN AND CONNECT TO EXISTING SANITARY SEWER LINE. CONTRACTOR TO VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING SANITARY SEWER PRIOR TO CONSTRUCTION. CONTACT ENGINEER IF CONFLICT EXISTS. x 28.17 11 LF 6" PVC SS @ 1.0%. NEW CLEANOUT. SEE DETAIL SHEET C5. NEW GATE VALVE. NEW OIL WATER SEPARATOR. RIM= 26.66± IE= 24.91 (6" IN) IE= 24.41 (6" OUT) SEE DETAIL ON SHEET C5. INSTALL ACO K100S TRENCH DRAIN. RIM TO MATCH EXISTING GRADES. IE= 6"-9" BELOW GRADE. 12 LF 6" PVC SD CO 1.00% MIN.. NEW STORM DRAIN CLEANOUT TO GRADE. SEE DETAIL SHEET C5. 81 LF 6" PVC SD 0 1.00% MIN.. 12 LF 6" PVC SD © 1.00% MIN.. 12 LF 6" PVC SD ® 1.00% MIN.. NEW STORM DRAIN CLEANOUT TO GRADE. SEE DETAIL SHEET C5. 7 LF 6" PVC SD © 1.00% MIN.. 14, NEW STORM DRAIN CLEANOUT TO GRADE. SEE DETAIL SHEET C5. 11 LF 6" PVC SD ® 1.00% MIN.. CONNECT TO EXISTING CATCH BASIN IE= 23.9± CONTRACTOR TO VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING SANITARY SEWER PRIOR TO CONSTRUCTION. CONTACT ENGINEER IF CONFLICT EXISTS. x 25.27 z z w 0 0 U In Date/Time:1/2/2014 4:37 PM E O 00 0o N 0 0 0 X W O N C 'C 0) 0 0' 0) O co oo O O O N O d 0) li 1/2" RADIUS AT EDGE OF SLAB (TYP.) 10" THICKENED EDGE (CONCRETE) 8" THICKENED EDGE (ASPHALT) 36" EDGE TAPER 01•••00 ge- 12" •: *W • It z N —J U 6" MIN. THICK CONCRETE SLAB #4 0 18" 0.C. EACH WAY CONTINUOUS THROUGH CONTROL JOINTS. CENTER REBAR IN DEPTH OF SLAB I• i i • #011!lb!I) !lb 110001•114 ) 1°.•••,• • • BITUMINOUS TACK COAT ON CONCRETE PRIOR TO ASPHALT PAVING ••••••••• o4 •• • • /:01:01:40d ��•%�•%�•%� t:.1:411: 6" AGGREGATE BASE COURSE TYPICAL JOINT SECTION AT CONCRETE AND ASPHALT PAVEMENT NOT TO SCALE HEAVY DUTY 4" (MIN.) COMPACTED DEPTH ASPHALTIC CONCRETE SURFACE COURSE (TYPE B) 6" (MIN.) COMPACTED DEPTH CRUSHED AGGREGATE BASE COURSE (CLASS 2) COMPACTED SUBGRADE Q 95% HOT TAR SEAL © NEATLINE MATCH SAWCUT JOINT WITH EXISTING (TYPICAL) 090o00 000008 0 oee op oO 008008..8.0o' 000008 0 0800 o0 000008 0 O 00 00,0 00 0o 0 tj1 00Q O 0cb9p0 00 7 09L0n 0 0 0°° 080 0 00 0 0 Boo NOTES: DESIGN R -VALUE = 10 1. A.C. PAVEMENT SPECIFICATION SHALL BE APPROVED BY SOILS ENGINEER. 2. PREPARATION OF SUBGRADE SHALL BE PER PROCEDURES OUTLINED IN THE SOILS REPORT. 3. CONTRACTOR SHALL INCLUDE AS LUMP SUM FOR ASPHALT SURFACE SEAL COAT AT AN APPLICATION RATE OF 25 GALLONS PER 1000 SO. FEET. SEAL COAT SHALL BE A "SLURRY" TYPE PER ASPHALT INSTITUTE. PRODUCT SHALL CONTAIN EITHER CSS- 1 OR STE- 1 EMULSIFIED ASPHALT. CONTRACTOR SHALL INCLUDE APPLICATION METHOD AND RATE, PRODUCT SUBMITTAL AND A UNIT PRICE BID. CONTRACTOR SHALL PROVIDE A DUSTING OF SAND WHERE EXCESS EMULTION CAUSES ASPHALT PICK-UP OR SLIPPERY SURFACE. CONTRACTOR SHALL REMOVE EXISTING VEGETATION FROM ALL CRACKS. AND JOINTS, SAND BLAST OR AIR BLAST, APPLY WEED KILLER AND HOT TAR SEAL, PATCH AND REPAIR PAVEMENT FAILURES. ALL PRIOR TO APPLICATION OF SEAL COAT. FIELD VERIFY LIMITS OF SEAL COAT IN AREAS OF NEW STRIPING, PATCHES AND CONFIRM WITH PROJECT MANAGER PRIOR TO PREP. AND APPLICATION. 00 ASPHALT PAVING ASPHALT PAVEMENT SECTION (HEAVY) NOT TO SCALE 1/2" 6" 1" R 1/2" R 00 -40 0s?, 0 c : COSTCO SITE ANDOVER PARK EAST SOUTHCENTER PKWY NOT TO SCALE WEST VALLEY HIGHWAY GREEN RIVER VICINITY MAP 4-10 ALL= 2.r U • i0 Or 0 O' AREA OF WORK 1 r iv NOT TO SCALE LOCATOR MAP Iq 1 l CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS APPROXIMATE, BASED ON HELD SURVEYS AND "AS -BUILT" RECORDS. THE GENERAL CONTRACTOR SHALL "POTHOLE" THE EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, AND BARGHAUSEN CONSULTING ENGINEERS (425-251-6222). 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 POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1 (800) 227-2600 AND THEN POT HOLING 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. PIPING LEGEND (4) EXISTING TANK TURBINE SUMP TO REMAIN. REPLACE 2HP TURBINE PUMP WITH 4HP TURBINE PUMP // // / ,/// // // / // / -�i 1 I Ir -. - II J L_ .=. EXISTING TANK #3 (91 OCTANE) 20,000 GALLON EXISTING (87 OCTANE) 20,0 -GA EXISTING (87 QCTAt 20,000 GALLON EXISTING VR 3" INSIDE 4" TO REMAIN Cir.i EXISTING TANK TURBINE SUMP TO REMAIN. REPLACE (1) 2HP TURBINE PUMP WITH 4HP TURBINE PUMP EXISTING 4" OVER 3" VAPOR LINE (5D w 0 EXISTING 1-1/2" INSIDE NEW 3" OVER 2" VAPOR LINE // '// '// REMOVE EXISTING //'/ UNDERGROUND VENT //7/ PIPING, VENT RISERS /// AND PERMEATOR /;// // // // 0 \\ // rr—� / /// a' 1� ,//T' 12 // // // \�--- -�/ /,/ LL —1J %11p //// �K. // // /j / / ///' ( \C //'/ EXISTING 2" ACTIVE SIPHON TO REMAIN 1/8 PER FT. n EXISTING 3" INSIDE 4" w cc 1 /8" PER FT. NEW 1-1/2" INSIDE OF 4" PRODUCT PIPING INSTALL NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT PIPING NEW 3" OVER 2" VAPOR LINE 1/8" PER FT. C5) EXISTING 3" INSIDE 4" // / //,/ /// /// RELOCATED ARID/'//' T -3j PERMEATOR //// // /r' // // /// //// // //1' INSTALL NEW GILBARCO ENCORE 500S SERIES, DUAL PRODUCT, DUAL NOZZLE DISPENSERS. (TYP. 3) 1/8" PER FT. 7NEW 1-1/2" INSIDE 11 OF 4" PRODUCT PIPING NEW 3" OVER 2" VAPOR LINE 1/8" PER FT. EXISTING 3" INSIDE 4" VENT RISERS • • 11 I 11 EXIIATING VEEDER ROOT( 8) II 1 ALARM MONITOR I I . 1 SIl'STEM EXISTING TANK #4 ADDITIVE 1 500 \GALLON �. 0 ... 0 - ,_ o 0 .. . 0 ... 1 /8" PER FT. NEW 1-1/2" INSIDE OF 4" PRODUCT PIPING INSTALL NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT PIPING NEW 3" OVER 2" VAPOR LINE 1/8" PER FT. C5) EXISTING 3" INSIDE 4" // / //,/ /// /// RELOCATED ARID/'//' T -3j PERMEATOR //// // /r' // // /// //// // //1' INSTALL NEW GILBARCO ENCORE 500S SERIES, DUAL PRODUCT, DUAL NOZZLE DISPENSERS. (TYP. 3) 1/8" PER FT. 7NEW 1-1/2" INSIDE 11 OF 4" PRODUCT PIPING NEW 3" OVER 2" VAPOR LINE 1/8" PER FT. EXISTING 3" INSIDE 4" VENT RISERS • • 11 I 11 EXIIATING VEEDER ROOT( 8) II 1 ALARM MONITOR I I . 1 SIl'STEM EXISTING TANK #4 ADDITIVE 1 500 \GALLON 1/8" PER FT. NEW 1-1/2" INSIDE SOF 4" PRODUCT PIPING EXISTING CONTROLLER ENCLOSURE ADJUST LOCATION OF EXISTING ADDITIVE VENT ASSEMBLY UNDERGROUND TANK AND PIPING SITE PLAN FOR CANOPY EXPANSION FUEL POSITION NUMBERING: NOTE: FUELING POSITIONS AT THE DISPENSERS ARE NUMBERED AS FOLLOWS: FUELING POSITION #1 IS ALWAYS THE OUTBOARD SIDE OF THE FIRST DISPENSER ON THE ENTRANCE SIDE AND NON EXPANSION SIDE OF THE CANOPY. OPPOSITE SIDE SHALL BE FUELING POSITION #2 AS SHOWN. NOTE FUEL POSITION DECAL NUMBERS ARE PROVIDED BY OWNER AND INSTALLED BY START UP TECHNICIAN. SCALE: 1=10' 0 5 10 20 Cali Toll Free 1 (800) 227-2600 TWO WORKING DAYS BEFORE YOU DIG GENERAL NOTES G EXISTING 1-1/2" "ENVIRON GEOFLEX D" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN 4" GEODUCT EXISTING 2" OR 3" F.G. DOUBLE WALL VAPOR RECOVERY PIPING EXISTING 2" DOUBLE WALL FLEXIBLE VENT PIPING TO BE REMOVED EXISTING UNDERGROUND UTILITIES (WATER, GAS, TELEPHONE , SEWER) INDICATES NEW DISPENSER NUMBERING AND POSITION NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT PIPING NEW 1-1/2" "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN 4" GEODUCT NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS VAPOR RECOVERY PIPING NOTE: CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES. * PRODUCT PIPING IS TO SLOPE TOWARD EXISTING END DISPENSER AT 1/8" PER FOOT MINIMUM, 1/4" PER FOOT PREFERRED. * SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT, VENT AND VAPOR RECOVERY PIPING TO BE DOUBLE CONTAINMENT PIPE. C9) (100 TANK AND PIPING INSTALLATION NOTES EXISTING THREE (3) 20,000 GALLON DOUBLE WALL FIBERGLASS TANKS WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350 TANK AND PIPING MONITORING AND ALARM SYSTEM TO REMAIN. ALL TANK SUMPS ARE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. EXISTING ONE (1) 1,500 GALLON DOUBLE WALL FIBERGLASS TANK WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350 TANK AND PIPING MONITORING AND ALARM SYSTEM TO REMAIN. ALL TANK SUMPS ARE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. EXISITING THREE (3) 4" DUAL POINT FILL ADAPTERS AND CAPS TO REMAIN. EXISTING THREE (3) 3" DUAL POINT STAGE I VAPOR RECOVERY ADAPTERS AND CAPS TO REMAIN. EXISTING TWO (2) F.E. PETRO IST 2 HP VARIABLE SPEED TURBINES IN THE PRIMARY 20,000 GALLON 87 OCTANE UNLEADED TANK (TANK #1) EQUIPPED WITH A SINGLE ELECTRONIC PRESSURE LINE LEAK DETECTOR (PLLD). CONTRACTOR TO REMOVE THE 2 HP TURBINE PUMP THAT FEEDS THE ENTRANCE ROW OF DISPENSERS AND REPLACE WITH A 4 HP TURBINE PUMP. THE DISCHARGE MANIFOLD IS TO BE DISASSEMBLED TO ALLOW THE INDIVIDUAL TURBINES TO SUPPLY THE ENTRANCE ROW OR EXIT ROW INDEPENDENTLY. INSTALL AND ADDITIONAL VEEDER-ROOT PLLD. EXISTING TANK #2 IS NOT EQUIPED WITH A TURBINE PUMP AND IS SIPHONED TO TANK #1. EXISTING ONE (1) 2 HP VARIABLE SPEED TURBINE IN THE 91 OCTANE TANK EQUIPPED WITH AN ELECTRONIC PRESSURE LINE LEAK DETECTOR (PLLD) TO BE REMOVED. INSTALL A NEW 4 HP TURBINE PUMP AND REINSTALL EXISTING VEEDER-ROOT PLLD. EXISTING 3/4 HP TURBINE IN THE ADDITIVE TANK TO REMAIN. SET EACH TURBINE INTAKE FOR GASOLINE TANKS AT 6" FROM BOTTOM. INSTALL TURBINE INTAKE FILTER SCREENS ON EACH TURBINE. IDENTIFY WITH A BRASS LABEL THE DISPENSERS SERVED BY EACH PRODUCT PIPE WHERE IT PENETRATES THE TURBINE SUMP. CONTRACTOR TO LABEL NEW TURBINES AND NEW CONTROLLERS AS TO WHICH SIDE OF THE STATION THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER. GASOLINE TURBINES TO BE EQUIPPED WITH .1 GPH PRESSURE LINE LEAK DETECTION AND PLLD DETECTORS ARE TO BE TESTED FOR THE .1 GPH LEAK DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE LEAK DETECTION TEST DATA AT THE TIME OF PUNCH LIST INSPECTION AND SHALL BE INCLUDED IN CLOSE OUT BINDER. EXISTING 3" INSIDE 4" AND 2" INSIDE 3" DOUBLE WALL FRP STAGE II VAPOR RECOVERY HEADER FOR ASSISTED VAPOR RECOVERY SYSTEM TO REMAIN. CONTRACTOR TO EXTEND NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS PIPING TO NEW DISPENSER LOCATIONS AS SHOWN. SLOPE 1/8" PER FOOT MINIMUM TO POINT 0 INTERCEPTION. CONTRACTOR TO INSTALL TRACER WIRE WITH VAPOR PIPING. TESTING OF VAPOR LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. EXISTING FOUR (4) 1-1/2" "ENVIRON GEOFLEX D" FLEXIBLE DOUBLE WALL PRODUCT LINES ROUTED INSIDE 4" GEODUCT TO REMAIN. LINES ARE EQUIPPED WITH LIQUID LEAK MONITOR SENSOR IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. LINES SLOPE 1/8" PER FOOT MINIMUM TO TANKS. INSTALL SIX (6) 1-1/2" "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT LINES ROUTED INSIDE 4" "ACCESS PIPE" EXTENDING TO THE NEW DISPENSER LOCATIONS AS SHOWN. PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT FROM THE TERMINATING DISPENSER SUMPS DOWN TO THE TRANSITION DISPENSER SUMPS AND SHALL CONSIST OF CONTINUOUS RUNS BETWEEN SUMPS. 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. EXISTING "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS -350 IN EQUIPMENT ENCLOSURE BUILDING TO REMAIN. CONTRACTOR TO PROGRAM PANEL WITH ADDITIONAL SENSORS INSTALLED AT NEW DISPENSERS AND FOR THE ADDITIONAL LINE LEAK DETECTOR. CONTRACTOR TO FIELD LOCATE AND REMOVE EXISTING UNDERGROUND DOUBLE WALL FLEXIBLE VENT PIPING. REMOVE VENT RISERS, RACK SUPPORT AND ARID PERMEATOR UNIT. ARID PERMEATOR IS TO BE SAVED FOR REINSTALLATION IN NEW LOCATION. INSTALL FOUR (4) 3" OVER 2" DOUBLE WALL FIBERGLASS (SMITH FIBERCAST) VENT LINES. SLOPE 1/4" PER FOOT (1/8" PER FOOT MINIMUM) TO TANKS AS SHOWN. CONTRACTOR TO INSTALL TRACER WIRE WITH VENT PIPING. TERMINATION POINT OF TANK VENTS 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 INTERNATIONAL FIRE CODE AND REQUIREMENTS. CONTRACTOR TO ADDITIONALLY RE -INSTALL EXISTING "ARID PERMEATOR" VAPOR PROCESSING UNIT ON CONCRETE PAD WITH BOLLARD PROTECTION AS SHOWN. ANY AND ALL NEW PIPING AND FITTINGS REQUIRED FOR INSTALLATION TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. 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. CONTRACTOR TO INSTALL THREE (3) GILBARCO ENCORE -500S SERIES, SINGLE HOSE PER SIDE, MULTI -PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED WITH VAPOR ASSIST STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES, MONITORING SENSORS AND AUTOMATIC SNUFFERS. SEE SHEET T-2 FOR TYPICAL INSTALLATION DETAILS. START UP BY OWNER'S REPRESENTATIVE. CONTRACTOR TO PURGE LINES THROUGH EACH HOSE/NOZZLE. START PURGE OPERATION THROUGH SHEAR VALVE AND THEN CONTINUE THROUGH EACH HOSE/NOZZLE WITH 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. AFTER PURGING THE PRODUCT LINES OF AIR AND BEFORE THE A/L TESTING, CONTRACTOR IS TO REPLACE THE FACTORY INSTALLED GASOLINE FILTERS WITH THE OWNER SUPPLIED FILTERS. ADDITIVE TANK SYSTEM IS TO BE PURGED, AS PER COSTCO'S WRITTEN PROCEDURES. CONTRACTOR TO ADJUST LOCATION OF EXISTING ADDITIVE VENT RISER ASSEMBLY DUE TO NEW CURB. PROVIDE ANY AND ALL NECESSARY FIBERGLASS PIPING, COUPLINGS AND FITTINGS. COMPLIANCE NOTES PERMIT RELEASE LD Y 0 °: 0 z -J 0- 0 I— 0 CO 0 Z w t� a_ n Q ``t w Q = T Z Cn J 0 Q O p n 0 T d' F- 0 0 cr O 0 w 0 0 z 1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE 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 CONSTRUCTION PM OR MG2 PM 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 AND PIPING 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 FUEL FACILITY INSTALLATION OVERSIGHT AGENT & GOVERNING AGENCY AT FOUR (4) SEPARATE CONSTRUCTION PHASES (SEE SPECIFICATIONS): A. PRIMARY AND SECONDARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. B. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. C. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. D. 30 -DAY POST CONSTRUCTION INSPECTION (G.C. AND FUEL FACILITY INSTALLATION OVERSIGHT AGENT ONLY) 10. NEW AND MODIFIED UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER TO TOP OF REDUCING COLLAR FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. RECORD THE TEST RESULTS AND SUBMIT TO OWNER, CONSTRUCTION PM AND MG2 PM. TESTING SHALL BE WITNESSED BY 3RD PARTY. 11. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. 12. STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACES OF TANK AND DISPENSER SUMPS. 13. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF THE FINAL INSPECTION. 14. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY OWNER). 15. CONTRACTOR AND OWNERS REGULATORY COMPLIANCE AGENT TO ASSURE THAT ALL TESTING IS PERFORMED IN ACCORDANCE WITH SECTION 11149 OF THE PROJECT SPECIFICATIONS. L. 1 m MASTER RELE ai 0 0 0 N N 0 z o 0 Designed OV/RGF L V) 0 0 (0 0 N 0 0 O w z w z N N CO c.5/e.1) z� zo zw 1- gw z -o z�z w LAJ Z U 0 w- — 0 U U) Job Number 0 co 00 N a 4) r 42 X Date/Time:1 /20/2014 11:16 AM rn O co N 0 0 x w N) 0 N 0 -60 t0 0 0 E O co N O O 0 N 0 0 a) 0 .. 0 0 ., 0 0 ... 1/8" PER FT. NEW 1-1/2" INSIDE SOF 4" PRODUCT PIPING EXISTING CONTROLLER ENCLOSURE ADJUST LOCATION OF EXISTING ADDITIVE VENT ASSEMBLY UNDERGROUND TANK AND PIPING SITE PLAN FOR CANOPY EXPANSION FUEL POSITION NUMBERING: NOTE: FUELING POSITIONS AT THE DISPENSERS ARE NUMBERED AS FOLLOWS: FUELING POSITION #1 IS ALWAYS THE OUTBOARD SIDE OF THE FIRST DISPENSER ON THE ENTRANCE SIDE AND NON EXPANSION SIDE OF THE CANOPY. OPPOSITE SIDE SHALL BE FUELING POSITION #2 AS SHOWN. NOTE FUEL POSITION DECAL NUMBERS ARE PROVIDED BY OWNER AND INSTALLED BY START UP TECHNICIAN. SCALE: 1=10' 0 5 10 20 Cali Toll Free 1 (800) 227-2600 TWO WORKING DAYS BEFORE YOU DIG GENERAL NOTES G EXISTING 1-1/2" "ENVIRON GEOFLEX D" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN 4" GEODUCT EXISTING 2" OR 3" F.G. DOUBLE WALL VAPOR RECOVERY PIPING EXISTING 2" DOUBLE WALL FLEXIBLE VENT PIPING TO BE REMOVED EXISTING UNDERGROUND UTILITIES (WATER, GAS, TELEPHONE , SEWER) INDICATES NEW DISPENSER NUMBERING AND POSITION NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT PIPING NEW 1-1/2" "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN 4" GEODUCT NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS VAPOR RECOVERY PIPING NOTE: CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES. * PRODUCT PIPING IS TO SLOPE TOWARD EXISTING END DISPENSER AT 1/8" PER FOOT MINIMUM, 1/4" PER FOOT PREFERRED. * SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT, VENT AND VAPOR RECOVERY PIPING TO BE DOUBLE CONTAINMENT PIPE. C9) (100 TANK AND PIPING INSTALLATION NOTES EXISTING THREE (3) 20,000 GALLON DOUBLE WALL FIBERGLASS TANKS WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350 TANK AND PIPING MONITORING AND ALARM SYSTEM TO REMAIN. ALL TANK SUMPS ARE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. EXISTING ONE (1) 1,500 GALLON DOUBLE WALL FIBERGLASS TANK WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS -350 TANK AND PIPING MONITORING AND ALARM SYSTEM TO REMAIN. ALL TANK SUMPS ARE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. EXISITING THREE (3) 4" DUAL POINT FILL ADAPTERS AND CAPS TO REMAIN. EXISTING THREE (3) 3" DUAL POINT STAGE I VAPOR RECOVERY ADAPTERS AND CAPS TO REMAIN. EXISTING TWO (2) F.E. PETRO IST 2 HP VARIABLE SPEED TURBINES IN THE PRIMARY 20,000 GALLON 87 OCTANE UNLEADED TANK (TANK #1) EQUIPPED WITH A SINGLE ELECTRONIC PRESSURE LINE LEAK DETECTOR (PLLD). CONTRACTOR TO REMOVE THE 2 HP TURBINE PUMP THAT FEEDS THE ENTRANCE ROW OF DISPENSERS AND REPLACE WITH A 4 HP TURBINE PUMP. THE DISCHARGE MANIFOLD IS TO BE DISASSEMBLED TO ALLOW THE INDIVIDUAL TURBINES TO SUPPLY THE ENTRANCE ROW OR EXIT ROW INDEPENDENTLY. INSTALL AND ADDITIONAL VEEDER-ROOT PLLD. EXISTING TANK #2 IS NOT EQUIPED WITH A TURBINE PUMP AND IS SIPHONED TO TANK #1. EXISTING ONE (1) 2 HP VARIABLE SPEED TURBINE IN THE 91 OCTANE TANK EQUIPPED WITH AN ELECTRONIC PRESSURE LINE LEAK DETECTOR (PLLD) TO BE REMOVED. INSTALL A NEW 4 HP TURBINE PUMP AND REINSTALL EXISTING VEEDER-ROOT PLLD. EXISTING 3/4 HP TURBINE IN THE ADDITIVE TANK TO REMAIN. SET EACH TURBINE INTAKE FOR GASOLINE TANKS AT 6" FROM BOTTOM. INSTALL TURBINE INTAKE FILTER SCREENS ON EACH TURBINE. IDENTIFY WITH A BRASS LABEL THE DISPENSERS SERVED BY EACH PRODUCT PIPE WHERE IT PENETRATES THE TURBINE SUMP. CONTRACTOR TO LABEL NEW TURBINES AND NEW CONTROLLERS AS TO WHICH SIDE OF THE STATION THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER. GASOLINE TURBINES TO BE EQUIPPED WITH .1 GPH PRESSURE LINE LEAK DETECTION AND PLLD DETECTORS ARE TO BE TESTED FOR THE .1 GPH LEAK DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE LEAK DETECTION TEST DATA AT THE TIME OF PUNCH LIST INSPECTION AND SHALL BE INCLUDED IN CLOSE OUT BINDER. EXISTING 3" INSIDE 4" AND 2" INSIDE 3" DOUBLE WALL FRP STAGE II VAPOR RECOVERY HEADER FOR ASSISTED VAPOR RECOVERY SYSTEM TO REMAIN. CONTRACTOR TO EXTEND NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS PIPING TO NEW DISPENSER LOCATIONS AS SHOWN. SLOPE 1/8" PER FOOT MINIMUM TO POINT 0 INTERCEPTION. CONTRACTOR TO INSTALL TRACER WIRE WITH VAPOR PIPING. TESTING OF VAPOR LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. EXISTING FOUR (4) 1-1/2" "ENVIRON GEOFLEX D" FLEXIBLE DOUBLE WALL PRODUCT LINES ROUTED INSIDE 4" GEODUCT TO REMAIN. LINES ARE EQUIPPED WITH LIQUID LEAK MONITOR SENSOR IN PIPING SUMP ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN. LINES SLOPE 1/8" PER FOOT MINIMUM TO TANKS. INSTALL SIX (6) 1-1/2" "OPW FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT LINES ROUTED INSIDE 4" "ACCESS PIPE" EXTENDING TO THE NEW DISPENSER LOCATIONS AS SHOWN. PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT FROM THE TERMINATING DISPENSER SUMPS DOWN TO THE TRANSITION DISPENSER SUMPS AND SHALL CONSIST OF CONTINUOUS RUNS BETWEEN SUMPS. 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. EXISTING "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS -350 IN EQUIPMENT ENCLOSURE BUILDING TO REMAIN. CONTRACTOR TO PROGRAM PANEL WITH ADDITIONAL SENSORS INSTALLED AT NEW DISPENSERS AND FOR THE ADDITIONAL LINE LEAK DETECTOR. CONTRACTOR TO FIELD LOCATE AND REMOVE EXISTING UNDERGROUND DOUBLE WALL FLEXIBLE VENT PIPING. REMOVE VENT RISERS, RACK SUPPORT AND ARID PERMEATOR UNIT. ARID PERMEATOR IS TO BE SAVED FOR REINSTALLATION IN NEW LOCATION. INSTALL FOUR (4) 3" OVER 2" DOUBLE WALL FIBERGLASS (SMITH FIBERCAST) VENT LINES. SLOPE 1/4" PER FOOT (1/8" PER FOOT MINIMUM) TO TANKS AS SHOWN. CONTRACTOR TO INSTALL TRACER WIRE WITH VENT PIPING. TERMINATION POINT OF TANK VENTS 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 INTERNATIONAL FIRE CODE AND REQUIREMENTS. CONTRACTOR TO ADDITIONALLY RE -INSTALL EXISTING "ARID PERMEATOR" VAPOR PROCESSING UNIT ON CONCRETE PAD WITH BOLLARD PROTECTION AS SHOWN. ANY AND ALL NEW PIPING AND FITTINGS REQUIRED FOR INSTALLATION TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. 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. CONTRACTOR TO INSTALL THREE (3) GILBARCO ENCORE -500S SERIES, SINGLE HOSE PER SIDE, MULTI -PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED WITH VAPOR ASSIST STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES, MONITORING SENSORS AND AUTOMATIC SNUFFERS. SEE SHEET T-2 FOR TYPICAL INSTALLATION DETAILS. START UP BY OWNER'S REPRESENTATIVE. CONTRACTOR TO PURGE LINES THROUGH EACH HOSE/NOZZLE. START PURGE OPERATION THROUGH SHEAR VALVE AND THEN CONTINUE THROUGH EACH HOSE/NOZZLE WITH 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. AFTER PURGING THE PRODUCT LINES OF AIR AND BEFORE THE A/L TESTING, CONTRACTOR IS TO REPLACE THE FACTORY INSTALLED GASOLINE FILTERS WITH THE OWNER SUPPLIED FILTERS. ADDITIVE TANK SYSTEM IS TO BE PURGED, AS PER COSTCO'S WRITTEN PROCEDURES. CONTRACTOR TO ADJUST LOCATION OF EXISTING ADDITIVE VENT RISER ASSEMBLY DUE TO NEW CURB. PROVIDE ANY AND ALL NECESSARY FIBERGLASS PIPING, COUPLINGS AND FITTINGS. COMPLIANCE NOTES PERMIT RELEASE LD Y 0 °: 0 z -J 0- 0 I— 0 CO 0 Z w t� a_ n Q ``t w Q = T Z Cn J 0 Q O p n 0 T d' F- 0 0 cr O 0 w 0 0 z 1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE 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 CONSTRUCTION PM OR MG2 PM 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 AND PIPING 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 FUEL FACILITY INSTALLATION OVERSIGHT AGENT & GOVERNING AGENCY AT FOUR (4) SEPARATE CONSTRUCTION PHASES (SEE SPECIFICATIONS): A. PRIMARY AND SECONDARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. B. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. C. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. D. 30 -DAY POST CONSTRUCTION INSPECTION (G.C. AND FUEL FACILITY INSTALLATION OVERSIGHT AGENT ONLY) 10. NEW AND MODIFIED UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER TO TOP OF REDUCING COLLAR FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. RECORD THE TEST RESULTS AND SUBMIT TO OWNER, CONSTRUCTION PM AND MG2 PM. TESTING SHALL BE WITNESSED BY 3RD PARTY. 11. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. 12. STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACES OF TANK AND DISPENSER SUMPS. 13. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF THE FINAL INSPECTION. 14. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY OWNER). 15. CONTRACTOR AND OWNERS REGULATORY COMPLIANCE AGENT TO ASSURE THAT ALL TESTING IS PERFORMED IN ACCORDANCE WITH SECTION 11149 OF THE PROJECT SPECIFICATIONS. L. 1 m MASTER RELE ai 0 0 0 N N 0 z o 0 Designed OV/RGF L V) 0 0 (0 0 N 0 0 O w z w z N N CO c.5/e.1) z� zo zw 1- gw z -o z�z w LAJ Z U 0 w- — 0 U U) Job Number 0 co 00 N a 4) r 42 X Date/Time:1 /20/2014 11:16 AM rn O co N 0 0 x w N) 0 N 0 -60 t0 0 0 E O co N O O 0 N 0 0 a) EXISTING SMITH FIBERCAST 2" FIBERGLASS VAPOR RETURN LINE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT EXISTING SHEAR VALVE MOUNTING BRAC<ET AND PLATE TYP. OF (2) PER SUMP EXISTING OPW 10BHMP-5830 DOUBLE POPPET SHEAR VALVE (TYP.) EXISTI\G ENVIRON GDP -45001 4" GEODUCT EXISTING ENVIRON 2" GEOFLEX-D PRODUCT PIPING (4) ENTRIES PER SUMP EXISTING ENVIRON DEB -6300 3" SUMP DOUBLE ENTRY BOOT (TYP. OF 1) PER SUMP /a _11 11 mit \NEW FLEX CONNECTOR (FIELD VERIFY � REQUIRED LENGTH) 25 OPW FLEXWORKS THREAD ADAPTOR (TYP. OF 2) PER SUMP 2) NEW OPW FLEXWORKS TEST TUBE 3 OPW FLEXWORKS DOUBLE WALL SWIVEL PIPE COUPLING (NP. OF 2) PER SUMP NEW OPW FLEXWORKS C-15 PRODUCT PIPING & OPW FLEXWORKS AXP40 4" ACCESS DUCT 20 1 ammo 0 O 0 c-; z_ J U D 0 O CC 0 L w z J NEW OPW FLEXWORKS DEB -4015 4"x1-1/2" DUCT ENTRY BOOT EXISTING ENVIRON EDS -4021 EXTENDED DISPENSER SUMP TYP. EXISTING VEEDER-ROOT LIQUID SUMP SENSOR EXISTING ENVIRON 4"x2" GEODUCT ENTRY BOOT (TYP.) FITTING Sump Plan View Detail at Modified Dispenser (New Condition) SCALE: 1"= 1 -0" OPW FLEXWORKS 1-1/2" DOUBLE WALL SWIVEL PIPE COUPLING (TYP. OF 2) PER SUMP VEEDER-ROOT 794380-323 NON -DISCRIMINATING POSITIONC2 SENSITIVE SUMP SENSOR IN HOLDER. SENSOR MOUNTED FLUSH TO BOTTOM 2 NEW 1-1/2" FLEX CONNECTOR MALE NPT x SWIVEL MALE NPT. SIDE 2 0 CONTRACTOR TO FIELD DETERMINE DISPENSER SIZE NEW 3'x2" TERMINATING TEST REDUCER • NEW OPW FLEXWORKS DS -1836 EXTENDED DISPENSER SUMP TYP. NEW 3" SUMP ENTRY BOOT /32 (TYP. OF 1) PER SUMP NEW 2" FIBERGLASS VAPOR < 41 RETURN LINE INSIDE 3" FIBERGLASS SECONDARY CONTAINMENT 46 C31 H— w U z J 0 0 0 0 D 0 0 w z _J ( NEW OPW FLEXWORKS O)1-1/2" COAXIAL PRODUCT PIPING • 011052 11 w z J VAD 11 NEW OPW FLEXWORKS AXP40 ACCESS DUCT NEW OPW FLEXWORKS 4"x1-1/2" DUCT ENTRY BOOT (TYP.) NEW SHEAR VALVE MOUNTING BRACKET AND PLATE TYP. OF (2) PER SUMP NEW OPW 106HMP-5830 (3) DOUBLE POPPET SHEAR VALVE (NP.) CpSump Plan View Detail at New Dispenser T-2 SCALE: 1"= 1 '-0" Product piping 1" CONDUIT FOR DISPENSER POWER AND COMMUNICATION LOCATED THIS SIDE N N SIDE 2 CO c 0 VAPOR COUPLING 4-5/8" / PI "SIDE 1" (4) 13/16 X 1-7/16 ANCHOR BOLT SLOTS HIGH LOW INLETS 28-3/4" W & X 2 GRADE SINGLE HOSE / 14-3/8" / / / 0 of X,/';r /1-e 0 0 VAPOR COUPLING 4-5/8" / PI "SIDE 1" (4) 13/16 X 1-7/16 ANCHOR BOLT SLOTS HIGH LOW INLETS DISPENSER MODEL W & X 2 GRADE SINGLE HOSE NOTE: CONTRACTOR IS RESPONSIBLE FOR CORRECT ORIENTATION OF THE STUB-UP'S TO THE DISPENSER. ANY ADJUSTMENTS OF THE INTERNAL WORKINGS OF THE DISPENSER TO ACCOMMODATE INCORRECTLY INSTALLED PIPING WILL BE AT CONTRACTORS OWN EXPENSE. STUB -UPS FROM HEADERS MUST MATCH LOCATION SHOWN IN THIS PLAN TO MATCH DISPENSER'S INTERNAL CONFIGURATION. NOTE: DIMENSIONS SHOWN IN THIS VIEW ARE TO BE USED FOR SIZING UNDER DISPENSER CONTAINMENT AND CONCRETE CUTOUT CLEARANCES. Gilbarco Encore 500S Series G MPD Dispenser Base Dimensions T 2 NOT TO SCALE 0 U CD J_ F- W 0 z Z d 0 j Q GJ( C I— X omo W Z CJ (i) U 0 cc W 0) z W Vic!? 0 W cc 0 C!) 0 O TUKWILA, QD CD O 4P J 0 LL W 2E J O c0 F- CD O EXISTING OPW 10BHMP-5830D DOUBLE POPPET SHEAR VALVE TYP. OF (2) PER SUMP. EXISTING DISPENSER EXISTING EXPLOSION PROOF ELECTRICAL J -BOX EXISTING ISLAND FORM TO REMAIN NEW 2" ISOLATION BALL VALVE EXISTING ENVIRON GDP -4400 4" GEODUCT EXISTING ENVIRON 2" GEOFLEX D PRODUCT PIPING EXISTING ENVIRON 4"x2" GEODUCT ENTRY BOOT TYP. OF (4) PER SUMP NEW FLEX CONNECTOR MALE NPT / 7 X MALE SWIVEL NPT (FIELD ` VERIFY REQUIRED LENGTH) EXISTING ENVIRON EDS -3621 EXTENDED DISPENSER SUMP 0 0 SUMP SIDE VIEW 0 NEW 2" TEE, ELBOW AND NIPPLE FITTINGS. FIELD CONFIGURE AS NEEDED. BY G.C. 0 0 0 0 0 EXISTING ENVIRON SBA -3621 SHEAR VALVE MOUNTING BRACKET TYP. OF (3) PER SUMP / T.O. CONC. SLAB 20 OPW FLEXWORKS GDP -45001 4" GEODUCT 20 NEW OPW FLEXWORKS C-15 1-1/2" PRODUCT PIPING NEW OPW FLEXWORKS 10 4"x1-1/2" GEODUCT ENTRY BOOT EXISTING ENVIRON 2" SWIVEL PIPE COUPLING TYP. OF (4) PER SUMP EXISTING ENVIRON 2" TEST BOOT TYP. OF (4) PER SUMP. EXISTING VEEDER-ROOT 794380-208 NON -DISCRIMINATING SUMP SENSOR Sump Section View Detail at Modified Dispenser (New Condition) W SCALE: 1 "=1'-0" Product piping SHEAR VALVE MOUNTING BRACKET AND PLATE TYP. OF (2) PER SUMP C11> SUMP FLAME ARRESTOR BRACKET MOUNTED NP \ 1-1/2" FLEX CONNECTOR MALE NPT X MALE SWIVEL NPT (FIELD VERIFY REQUIRED LENGTH) O RAISED ISLAND SEE STRUCTURAL (S-1) FOR REBAR SPEC CONCRETE SLAB 28 OPW FLEXWORKS 1-1/2" DOUBLE WALL SWIVEL PIPE COUPLING (TYP. OF 2) PER SUMP NEW OPW FLEXWORKS C-15 1-1/2" PRODUCT PIPING 0 OPW FLEXWORKS AXP40 4" ACCESS DUCT 20 0 0 0 0 Al ►!s_ :_._. • ins`:: ���■1Mi VV II 0 NEW OPW FLEXWORKS 4"x1-1 /2" DUCT ENTRY \1;0) BOOT NEW OPW FLEXWORKS 1.5" 24 ELBOW (TYP. 2 PER SUMP) C E II II II II SUMP SIDE VIEW (65) EXPLOSION PROOF J -BOX OPW 10BHMP-5830 DOUBLE POPPET SHEAR VALVE (TYP. OF 2) PER SUMP. DISPENSER J -BOX (65)EXPLOSION PROOF ELECTRICAL SEAL -OFF (TYP.) 0 0 0 0 0 s DISPENSER FRAME 1/2" WIDE X 1" DEPTH BLOCK OUT FILL WITH PETROLEUM RESISTANT PTi TWIN TUBE SEALANT CONTINUOUS ALONG FUEL ISLAND. (TYPICAL) 1" POWER, & 3/4" SENSOR CONDUIT. CONDUITS SHALL BE ROUTED ALONG SIDE OF SUMP, UP THROUGH MOUNTING FRAME. DO NOT PENETRATE SUMP 26 VEEDER-ROOT 794380-323 NON -DISCRIMINATING POSITION SENSITIVE SUMP SENSOR SENSOR MOUNTED FLUSH TO BOTTOM C9 NEW OPW FLEXWORKS DS -1836 EXTENDED DISPENSER SUMP WITH CONDUITLESS OPTION (TYP. 2) Kzz NEW OPW FLEXWORKS TEST TUBE (TYP.) Sump Section View Detail at New Dispenser SCALE: 1"= 1 '-0" Product piping UNDERGROUND DETECTABLE TAPE HARRIS INDUSTRIES INC. MODEL CDU -03 OR EQUIVALENT. INSTALL 6" TO 12" BELOW SURFACE 3" FIBERGLASS VAPOR RETURN LINE INSIDE 4" FIBERGLASS SECONDARY CONCRETE z 0) z 0 MIN. 1-1/2" DOUBLE WALL FLEXIBLE PRODUCT PIPE INSIDE 4" ACCESS PIPE BACK FILL, SURFACE MATERIAL, AND COMPACTION PER CIVIL DRAWINGS. PAVING VARIES NOTE: ALL PIPING TO SLOPE TO TANKS AT 1/4" PER FOOT (1/8" PER FOOT MINIMUM). ASPHALT 0 CO -J 0 CO z 0) UNDISTURBED SOIL OR COMPACT TO 95% NOTE: MINIMUM PIPING BURIAL DEPTHS SHOWN ARE IN ACCORDANCE WITH SECTION 3.5.5.2 OF NFPA 30. Typical Piping Burial T-2 NOT TO SCALE O LL MASTER RELEASE W h J N > 0000 Jct O Q = W 00)5 ((1) 0) O 2 CANOPY COLUMN (TYP.) SEE ARCH. PLANS EXTENDED HOSE RETRACTOR PRODUCT CONFIGURATION NOTE: FOR A SINGLE HOSE PER SIDE MULTI -PRODUCT DISPENSER AS SHOWN, THE REGULAR UNLEADED GRADE SELECTION BUTTON SHALL ALWAYS BE LOCATED ON THE LEFT SIDE OF THE DISPENSER FOR BOTH SIDES. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER ORIENTATION AND INSTALLATION. 6" RAISED CONCRETE (28) ISLAND � CONCRETE DRIVE SLAB ) HOSE CLAMP (4)FUEL HOSE NEW GILBARCO NG4 Self -Servs Debit end Credll Cade Only No Cub Accepted MULTI -PRODUCT DISPENSER SINGLE HOSE EACH SIDE C2/(RED)FUEL NOZZLE NOZZLE SWIVEL BREAKAWAY VALVE 6" TYPE 11 NS SILICONE AT MPD PETROLEUM RESISTANT PTI TWIN TUBE SEALANT AROUND BASE OF DISPENSER AND ISLAND. CONTINUOUS ALONG FUEL ISLAND (TYP.) C-. NOT TO SCALE BOTTOM OF LOOP TO BE 1" OFF TOP OF ISLAND (TYP.) Gilbarco Encore 500S Series MPD Electronic Dispenser 20 MIL. WRAP TO 12" ABOVE GRADE 4"x2" REDUCER DONUT OPW 0023 FRESH AIR VENT CAP 2" BLACK STEEL RISER (PAINT WHITE) 2" BLACK STEEL COUPLING 2" BELL X MALE NPT FRP FITTING SMITH FIBERCAST 2" "PRIMARY" 90° ELBOW NYLON BAND CLAMP 2"x18" MALE SWIVEL X FEMALE NPT FLEX CONNECTOR 4"x36" FLEX BOOT 4"x3" REDUCER DONUT IN/ NYLON BAND CLAMP SMITH FIBERCAST 3" "SECONDARY" 90° ELBOW SECTION TO TANKS SMITH FIBERCAST 3" OVER 2" FRP VENT LINES (TYP.) SMITH FIBERCAST 3" OVER 2" FRP VENT PIPING (SLOPE TO TANK AT 1/4" PER FOOT) NOTE: IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY WITHIN THE RIGID PIPING SYSTEM, PROVIDE AT LEAST 4 FEET OF STRAIGHT PIPE RUN BEFORE A CHANGE IN DIRECTION OF 30 DEGREES OR MORE. (NEPA 30A (2000 & 2003) §5.3.3(2)), (UFC (2000) §7901.11.7.2) � o c 0 W LU 0 0 w —J a 0 w 0 —I z D HUSKY 5885 VENT CAP 1/4" TEST PORT 6' TO 8' ABOVE FINISH GRADE • • u ELEVATION MIN. PLAN ni Vent Stack Detail W/ Processor Tie-in T-2) . NOT TO SCALE GALV. UNI -STRUT SUPPORT BRACKET OR EQUAL. PAINT WHITE 2"0 DIA. BLACK STEEL VENT PIPE, PRIME & PAINT WHITE (TYP.) 10' LONG, 3" SQ. TUBE POST PAINT WHITE// 2"0 DIA. BLACK /_�\ STEEL VENT PIPE (TYP.) GRADE 1/4" TEST PORT 6' TO 8' ABOVE FINISH GRADE 15"0x4' CONC. POST FOOTING \ 1 0 0 z Desig 1 0 0 C 0 v 0 U a� 0 (n 2 0 N 0 0 0 0 Lit z w 0 z N 00 N O 00 rn z w CN N c0 U) 251 LOU') (5 z� zW 0_ J F- 0 z z ,,J O z w'Z Z � LZ 7 0O) Job Number 00 03 4) X RGUARDADO 4) 0 0 (n rn -o N O co co 0 .0 C 0 X W M O cV 0 i 0 0 0 0 4) i 0 CO CO O O 0 N O ARID PERMEATOR INSTALLATION NOTES 1. MECHANICAL: PERMEATOR REQUIRES A 2 INCH LINE FOR FEED, RETENTATE (EXHAUST) AND PERMEATE RETURN LINES. ARID SUPPLIES 2, 6 INCH ANSI 125 4—BOLT FLANGES; INSTALL CONTRACTOR PROVIDES THE MATING 6 INCH FLANGES. THE TWO (2) FEED AND PERMEATE LINES ARE PIPED TO THE VERTICAL VENT RISERS USING A "T" AND 90 DEGREE ELBOW AS A "SWING JOINT". ARID ALSO RECOMMENDS THAT LOW RESISTANCE, STRAIGHT—THROUGH BALL VALVES BE INSTALLED BETWEEN THE FLANGES AND VENT RISERS ON THE FEED AND PERMEATE RETURN LINES. TYPICALLY, THE RETENTATE (EXHAUST) LINE IS RUN PARALLEL TO THE VENT RISERS AND SUPPORTED WITH UNI—STRUT. IN ADDITION, THE TOP OF THE RETENTATE LINE IS FITTED WITH A RAIN—CAP (NOT A P/V VALVE). THE FOUR LEGS ON EACH PERMEATOR ARE FORMED WITH HOLES TO ACCOMMODATE RED—HEAD MOUNTING BOLTS TO THE CEMENT PAD LOCATED ADJACENT TO THE VENT PIPE RISERS. 2. NON—HYDROCARBON SENSOR VERSION --ELECTRICAL: ARID RECOMMENDS USING TWO (2) RIGID CONDUITS. THE FIRST CONDUIT IS FOR RUNNING 3 PAIRS (6 CONDUCTORS) OF SHIELDED 18 GAUGE CABLE. THE CONTROL CIRCUIT VOLTAGE IS 24 V DC, AND CURRENT IS 4-20 MILLIAMPS. THE SECOND CONDUIT IS FOR RUNNING POWER WIRES: 208 V, 3 PHASE, 60 HZ, 20 AMPS ; 3 CONDUCTORS (12 OR 14 AWG OR LOCAL CODE) PLUS ONE GROUND WIRE . THESE CONDUITS WILL RUN BETWEEN THE CONTROL PANEL LOCATED IN THE CONTROLLER ENCLOSURE HOUSING THE SUBMERSIBLE TURBINE PUMP ELECTRONICS AND A JUNCTION BOX LOCATED ON THE PAD ADJACENT TO OR MOUNTED ON THE PERMEATOR. THE JUNCTION BOX ON THE PAD WILL COMMUNICATE WITH THE MOTOR OF THE PERMEATOR AND AN ADDITIONAL PERMEATOR MOUNTED JUNCTION BOX THROUGH A FLEXIBLE BRANCH CONDUIT OF 3/4 INCH DIAMETER. (TYPICALLY, THESE CONDUITS MAKING FINAL CONNECTIONS BETWEEN RIGID CONDUIT AND MOTOR/CONTROL WIRE JUNCTION BOXES ARE WATER—TIGHT FLEXIBLE CONDUITS). THE ELECTRICAL CONTROL PANELS ARE 18" WIDE X 20" LONG X 8" DEEP AND ARE MOUNTED IN THE CONTROLLER ENCLOSURE HOUSING THE PUMP ELECTRONICS. THE CONTROL PANEL HAS AN INTEGRAL POWER SUPPLY FOR THE CONTROL CIRCUITS, AND ACCEPTS THE 208 V, 3 PHASE, 60 HZ MAIN POWER. (PERMEATOR REQUIRES A 20 AMP CIRCUIT). INSTALL RATED LOCAL DISCONNECT SWITCH LOCATED NOT WITHIN 18" HORIZONTALLY FROM THE UNIT AND AT LEAST 18" ABOVE GRADE FOR EQUIPMENT MAINTENANCE PURPOSES. PERMEATOR UNIT CIRCUITRY SHALL BE TIED INTO THE EMERGENCY SHUTOFF SWITCH CIRCUITRY SUCH THAT IN THE EVENT OF AN EMERGENCY SHUTDOWN, POWER WILL BE CUT TO THE CONTROL PANEL IN THE CONTROLLER ENCLOSURE AND TO THE MOTORS AT THE PERMEATOR UNIT. OIL FILL CAP 36in 38.1772899in OVERALL OIL FILL CA GROUND CONNECTIO c.. • 36in 41.875in OVERALL a 0 a a 0 a 0 OIL SIGHT GLAS OIL DRAIN�� 0 0 0 a 0 1 34in 0 15.875in 4.5in 30.7716535in 58.625in 31.298189in 2 P ..J lin 8 95733i CES 1 2in 4in 3in O 5/8" THRU SECTION A -A SCALE 1 : 4 FOOT PAD DETAIL TYPICAL - 4 PLACES PERMEATOR INSTALLATION TASKS: 1. MOUNT ELECTRICAL CONTROL CABINET WITHIN CONTROLLER ENCLOSURE. 2.ENSURE PRESENCE OF A DEDICATED TELEPHONE LINE JACK WITHIN 6 FEET OF ELECTRICAL CONTROL PANEL. 3.BRING MAIN POWER TO CONTROL PANEL AND POWER/CONTROL SIGNAL WIRING FROM CONTROL PANEL TO PERMEATOR LOCATED ALONGSIDE VENT PIPES. POWER IS 208 V / 60 HZ / 3 PHASE; 20 AMP SERVICE REQUIRED. CONTROL WIRING IS 24 VOLT DC (4-20 MA); SIGNAL WIRES SHOULD BE SHIELDED 18 OR 20 AWG CABLE; 1 PAIR, OR 2 CONDUCTORS PER EACH SENSOR SIGNAL. PERMEATOR EQUIPPED WITH DATA LOGGER REQUIRES 3 SIGNALS OR 6 CONDUCTORS. SEPARATE CONDUITS SHOULD BE USED FOR POWER AND COMMUNICATION CABLES, RESPECTIVELY. 4.POUR 5 FT. X 5 FT. CEMENT PAD ALONGSIDE VENT PIPES AND MOUNT PERMEATOR WITH 4 BOLTS THROUGH THE EXISTING SUPPORT STAND LEGS. PERMEATOR MAIN CABINET WEIGHT IS APPROXIMATELY 750 LBS AND FOUR LEGGED BASE MEASURES 36 INCHES X 36 INCHES. 5.CONNECT 2 INCH FEED AND RETURN PIPING TO VENT RISERS; PROVIDE LOW RESISTANCE ("STRAIGHT—THROUGH") BALL VALVES FOR ISOLATION AND SHUT—OFF ON THE FEED AND PERMEATE RETURN LINES, AND PIPE VAPOR RETURN LINE TO LOW GRADE PRODUCT VENT. PLACE A 2 INCH "T" BETWEEN THE FLANGE CONNECTION AND THE ISOLATION BALL VALVE ON THE RICH VAPOR RETURN LINE. ENSURE MINIMUM SLOPE OF 1/4 TO 1/8 INCH PER FOOT FROM PERMEATOR TO VENT RISERS. 6.CONNECT EXHAUST VENT TO PERMEATOR AND SUPPORT BY RUNNING PARALLEL TO EXISTING VENT RISERS, AND CAP THE EXHAUST VENT WITH A FRESH AIR VENT CAP. 7. ARID PERSONNEL TO OVERSEE WIRING TERMINATION CONNECTIONS WITH ELECTRICIAN IN THE FIELD. PRESSURE RELIEF VALVE RE0040B VACUUM PUMP W/ 3HP TEXP RELIANCE MOTO ENCLOSURE W/ LOCKABLE DOORS AND VENTS 30.25in 66.25in OVE ALL 3307087in 7 1/8" 36in 0 0 0 0 0 0 a a O a a 0 a 0 0 0 0 a u J 3in 30in 0 0 0 0 • 0 INSTRUMENT MOUNTING PLATE 25" X 13" X 1/4" THK. CLEAN AIR VALVE MEMBRANE MODULE DISASSEMBLE VENT MANIFOLD & INSTALL NEW PRESSURE VENT CAP 0 a szt O. a U 0 NSTALLATION 4 Cr DETAILS AND NOTES w 400 COSTCO DR (0 0 0 co — O J t3� U_ z w - J O U3 Q C� F— O CA U NEW FRESH AIR VENT /) CAP REINSTALL EXISTING PERMEATOR UNIT. CLEAN AIR OUTLET, 1" NPT 0 LU 0 LU -J Z W 0. BOTH PIPES SLOPE 1/8" PER FOOT DOWN TOWARDS VENT OUTLET (RICH GASOLINE/AIR RETURN TO TANK), 2"-125# ANSI F.F. BY.G.C. DRIP PAN DRAIN (PL INLET (LEAN GASOLINE/AIR FROM TANK), 2"-125# ANSI F.F. BY.G.C. CONDENSATE TRAP W/ 1 1/4" NPT DRAIN (PLUGGED) IA 4X 05/8" THRU NOTE: ARID TECHNOLOGIES PERMEATOR TO BE LOCATED IN CONFORMANCE WITH MANUFACTURERS INSTALLATION MANUAL, CARB EXECUTIVE ORDER AND ALL APPLICABLE STATE AND LOCAL CODES. NOTE: ADDITIONAL SCREEN WALL OR CONSTRUCTION MAY BE REQUIRED BY LOCAL ORDINANCES. VERIFY REQUIREMENTS WITH ARCHITECT. MINIMUM MOUNTING REQUIREMENTS ARE SHOWN IN THIS DETAIL. "PERMEATOR" - RE0040B VACUUM PUMP W/ 3HP TEXP MOTOR, MEMBRANE MODULE HOUSING, & 36" TALL STAND - DIMENSIONAL O w' 03 MASTER RETE 0 c 0 N 0 z Designed OV/RGF L 0 cc 0 Y 0 0 0 00 w Cs 0 z Zwx zw X � zw N N N op D 612 rn 1 1wz _ _ N N 5 z in LC) w �� 0CO Job Number 00 00 00 co 4- 0 X RGUARDADO II a) 0 0 N Date/Time:1 /20/2014 N) co 0 cn 0 x w N 0 0 0 0 0 0 COM4) E O 0 O O N O 3- 4) l.L REMOVE EXISTING 2 -HP TURBINE PUMP FEEDING THE ENTRANCE ROW OF DISPENSERS. REMOVE EXISTING 2" NPT TEE 2" 53VML 4" X 4" X 2" X 2" OPW 233V 2" EXTRACTOR WITH 2" 53VML 4" X 4" X 2" X 2" Title: TURBINE SUMP DETAILS 400 COSTCO DRIVE TUKWILA, WA 91406 COSTCO GASOLINE FACILITY 4i006 REMOVE EXISTING FLOAT VENT ( EXIST. TO REMAIN) 2" SWIVEL PIPE ADAPTER REMOVE EXISTING (TYP.) REMOVE EXISTING MANIFOLD REMOVE EXISTING REMOVE EXISTING EXISTING ENVIRON 1-1/2" GEOFLEX SWIVEL 2"FLEX ENTRY BOOT FLOAT VENT (EXIST. TO REMAIN) 2" SWIVEL PIPE ADAPTER REMOVE EXISTING 2" SWIVEL COUPLING REMOVE EXISTINGce 2"FLEX ENTRY BOOT 2" SWIVEL COUPLING \ TYP. OF (1) ENVIRON SEF -2020 2" SWIVEL REMOVE EXISTING ENVIRON PIPE COUPLING (TYP. OF 2) TYP. OF (1) EXISTING ENVIRON GDP -45001 4" GEODUCT (TYP.) REMOVE EXISTING 2HP TURBINE REMOVE EXISTING PUMP. SAVE EXISTING VEEDER-ROOT 2"FLEX ENTRY BOOT PLLD FOR REINSTALLATION TYP. OF 1 '�' ( ) REMOVE EXISTING ENVIRON REMOVE EXISTING ENVIRON ELBOW FITTING W/ CLOSE NIPPLE 2" GEOFLEX D VENT LINE " 2 GEOFLEX D VENT LINE AH �i.,, O �� "���� n `EIIii �. I=O o .� lit/ �� EXISTING ENVIRON 1-1 2" GEOFLEX D PRO UCT PIPING (TYP.) 0� ��� S ; g/ „ » � 3/4 RIGID CONDUIT / 2 GEOFLEX D VENT LINE�� m ENVIRON GDB-4520 4x2 FEB -3075 r � �1ENVIRON GDB-4420 r'11:�;�;� �'' ri . 1ENVIRON 3/4" FLEX ENTRY 4" X 2" GEODUCT 0_ ,� GEODUCT ENTRY BOOT (TYP.) GFP-2200 GEOFLEX-D SIPHON PRODUCT LINE TO-♦� NTRY BOOT BOOT TYP. of (2)Q,�EENVIRON �' •• (TYP. OF (2) c_, ,: �� �'a -�-- EXISTING ENVIRON `� . �I�IIIII�i�f ENVIRON GFP-2200 Qv EXISTING ENVIRON GFP-2200 SIPHON PRODUCT LINE 2" GEOFLEX D•��% TO TANK #2 I=1r'J O O D • ♦O �mii� n €I� 1 � r.�� � __ 4 X 1-1 2 GEODUCT2 / ENTRY BOOT 1�� tl (TYP. OF (3) EXISTING ENVIRON STB -0200 2" VEEDER-ROOT MAG. 1 PROBE ._: ` TANK #1 �'� ENVIRON GDP -4400 4" GEODUCT (TYP.) VEEDER ROOT V1AG. •"R' 2 GEOFLEX D 1 PROBE PRODUCT PIPING (TYP.) �J /\g,/> it VEEDER-ROOT 794380-352 �� ENVIRON GDP -4400 7J DISCRIMINATING SUMP / 4 GEODUCT (TYP.) ,i- SENSOR (EXIST. TO I ENVIRON GTT -3836 Date ELECTRICAL SEAL -OFF (TYP. OF 4) 3/4"RIGID CONDUIT (B� SumpPlan View c� 20K VEEDER-ROOT SUMP SENSOR FEB -3075 3/4"FLEX ENTRY BOOT (TYP.) Regular Unleaded Tank #2 ��;;;�0 EXISTING VEEDER-ROOT , MAG. 1 PROBE `� TEST BOOT (TYP. OF 2) ‘ EXISTING ENVIRON GTT -3836 •_ TESTING TUBE REv1AIN) ENVIRON STB -0200 22"MANWAY < \ TESTING TUBE (TYP. OF 3) EXISTINGENVIRON 48 FIBERGLASS 2" TEST BOOT 48" FIBERGLASS TYP. OF (2) COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 REINFORCED PLASTIC CONTAINMENT SUMP EXISTING 2 -1 -IP TURBINE PUMP AND EXISTING VEEDER-ROOT SUMP SENSOR EXISTING 2" FULL PORT REINFORCED PLASTIC ENVIRON SPC -0200 CONTAINMENT SUMP 2" SWIVEL COUPLING (EXIST. TO REW\IN) SRE-201GEOFLEX 5 EENVIRON VEEDER-ROOT ELECTRONIC PRESSURE LINE LEAK DETECTOR (PLLD) TO REMAIN (FEEDS EXIT ROW OF DISPENSERS) EXISTING 2"x12" FLEX CONNECTOR MALE NPT X v1ALE SWIVEL NPT (TYP. 2) A SumpPlan View c� 20K Regular BALL VALVE (TYP. OF 2) Unleaded Tank #1 x1-1/2' ENVIRON DAF -2150 2' (EXIST. SWIVEL REDUCER ELBOW TO(2) E) ADAPTER TXSTO 02REMAIN TO REMAIN) ( T ) Sump Plan View 20K Premium Unleaded Tank #3 �T- NOT TO SCALE Condition)(Existing (Existing �-% NOT TO SCALE • • (Existing Condition) T-2 NOT TO SCALE ' • Condition) FIBERGLASS WRAP THE OUTSIDE OF ALL NEW PENETRATION FITTINGS WITH FOUR LAYERS OF FIBERGLASS NEW 2"X24" FLEX FIBERGLASS WRAP THE OUTSIDE NEW 2"X24" FLEX OF ALL NEW PENETRATION *CONTRACTOR TO PROVIDE ALL NPT FITTINGS AND NIPPLES FOR CONNECTION TO TURBINES REINSTALL SIPHON CHECK VALVE © NEW 4 -HP TURBINE PUMP AND FIBERGLASS WRAP THE OUTSIDE VEEDER-ROOT ELECTRONIC PRESSURE OF ALL NEW PENETRATION © LINE LEAK DETECTOR (PLLD) (FEEDS FITTINGS WITH FOUR LAYERS ENTRANCE ROW OF DISPENSERS) OF FIBERGLASS EXISTING 2" FULL PORT NEW 2" INSIDE 3" DOUBLE BALL VALVE (TYP. OF 2) WALL FIBERGLASS VENT © %% © CONNECTOR FITTINGS WITH FOUR LAYERS OF FIBERGLASS 53VML 4" X 4" X 2" X 2" FLOAT VENT (EXIST. TO REMAIN) NEW BRAVO BONDED PIPE NEW 4 -HP TURBINE. REINSTALL PENETRATION FITTING ©2" CONNECTOR 2" 53VML 4" X 4" X 2" X 2" x NEW BRAVO BONDED PIPE FLOAT VENT EXIST. TO REMAIN ( ) " �•. ENVIRON SEF -2020 2 SWIVEL �.,, ��/�' °' l�,=''�°� ELBOW FITTING W/ CLOSE NIPPLE �:�• ���> PENETRATION FITTING WITH TEST PORT NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT �` �� PIPING WITH EXISTING VEEDER-ROOT PLLD."'/ ��/���'=' 3 4 RIGID CONDUIT 704,04 r44** .4, ENVIRON FEB -3075 1. a��� � . FLEX ENTRY � °%'-�-••% TEST PORT NEW 2" INSIDE 3" DOUBLE WALL FIBERGLASS VENT �� ��. �r PIPING VIRO DB -4420 EN N G��. !. 4„X 2" GE0DUCT PIPING �'� \ + EXISTINENVIRON 1-1/2" GEOFLEX SWIVEL A BONDED PIPE NEW BRAVO © / PIPE COUPLING (TYP. OF 2)0 PENETRATION FITTING WITH '., '"'f'�°� ; oma..,.. ° � ..�., ,,� o Q '�.�•. TEST PORT NEW 2X24” FLEX0 a���� O ♦ `.°, ,� �4 O /( • 4, i c�,...,�,11,,� �." �i�• �.,.,,.,�.,,,,��.�.``�, EXISTING ENVIRON GDP -45001 GEODUCT TYP. )I/yr 11�t•,`..•>�% EXISTING ENVIRON 1-1 2" GEOFLEX D ► � a.�i��'/ ��%• ti ������E i�\\• ' �0,3/4 1I ENVIRON GDB-4520 4"x2" BOOT TYP. of (2) •��Q �!.•t, ��� :IN: . �A--- ENTRY BOOT TYP. OF 2CONNECTOR 111■_ �4 �JIB • EXISTING ENVIRON GFP-2200 �88J 0 ��"'' i��',a`` PRODUCT PIPING (TYP.) �`' NEW 2" X 1-1/2" THREAD P O ��[Q'�i,�r` ;, VEEDER—ROOT MAG. • �� .�; �•���, �IJ�!I�II�� ENVIRON GFP-2200 1 O ♦ �� � GEODUCT ENTRY BOOT (TYP.) ENVIRON GFP-2200 GEOFLEX—D >, 2 SIPHON PRODUCT LINE TO r >> GEOFLEX 2" GEOFLEX D SIPHON O � �'' �(�i� _ LINE TO TANK #2 d ®,'► „ • . ♦ .;ip `\!► �'� 11 ��I/III/�' ADAPTER .., „�I/ 0,• \ rt! ( / 1 PROBE 1 '2 IP�� �', ittilipPRODUCT VEEDER-ROOT 794380-352 41 PI G„ PRODUCT PIPING (TYP.) � ENVIRON GDP -4400 �� VEEDER-ROOT MAG. 1 PROBE - . TANK #1 ENVIRON GDP -4400 ® 4 GEODUCT ) ” {TYP. DISCRIMINATING SUMP / 4 GEODUCT (TYP.) SENSOR (EXIST. TO ' ENVIRON GTT -3836 EXISTING 48 FIBERGLASS ==1t '- REINFORCED PLASTIC - EXISTING ENVIRON 4 X 1-1 /2 CONTAINMENT SUMP *IpGEODUCT ENTRY BOOT (TYP. OF (3) TESTING TUBE REMAIN) 22" MANWAY ENVIRON STB -0200 ELECTRICAL SEAL -OFF (TYP. OF 4) 3/4 RIGID CONDUIT C� Sump Plan View 20K VEEDER-ROOT SUMP SENSOR FEB -3075 3/4" FLEX ENTRY BOOT (TYP.) Regular Unleaded Tank #2 EXISTING VEEDER-ROOT U EXISTING ENVIRON STB -0200 2" MAG. 1 PROBE TEST BOOT (TYP. OF 2) 2" TEST BOOT 48" FIBERGLASS TYP. OF (2) EXISTING 2 -HP TURBINE PUMP AND VEEDER-ROOT ELECTRONIC PRESSURE LINE REINFORCED PLASTIC SPC -0200 EXISTING VEEDER-ROOTENVIRON LEAK DETECTOR (PLLD) TO REMAIN (FEEDS SUMP SENSOR EXIT ROW OF DISPENSERS) NEW 2" NPT ELBOW CONTAINMENT SUMP 2N SWIVEL COUPLING (EXIST. TO REMAIN) ENVIRON SRE-2015 I E-2015GEOFLE E S. (TYP.) x1-1/2' ENVIRON DAF -2150 EXISTING 2"x12" FLEX CONNECTOR MALE NPT X MALE SWIVEL NPT (TYP. 2) C�0 D Sump Plan View 20K Regular Unleaded Tank #1 P� WASRcp ' �4, Q '�•- co 28527 �� �oc i S T E��,° ss 2" TO (EXIST. SWIVEL EDUCER ELBOW (2) 1-1/2" TYP. OF (2)„ DUAL ADAPTER (EXIST. TO REMAIN) TO REv1AIN) C� Sump Plan View 20K Premium Unleaded Tank #3 NAL EAG\ NOT TO SCALE (New Condition) NOT TO SCALE (dew Condition) T-2 NOT TO SCALE CT2 (New ui v N C Z a) Z > CI > O .01 iii C122 0 X O o a� M m RPHA(i. w 18215 72ND AVENUE SOUTH Q' ��� KENT, WA 98032 `� (425) 251-6222 , ,X.,...._ (425)251-8782 FAX 0 f rlfiZ'': sG� P c� CIVIL ENGINEERING, LAND PLANNING, <T/HG ENG�N��� SURVEYING, ENVIRONMENTAL SERVICES Job Number 7880 Sheet T-4 File:P:\07000s\7880\mechanical \tanks\2013 Expansion\7880 T-4.dwg CANOPY EXPANSION MATERIAL LIST ITEM QTY. DESCRIPTION MANUFACTURER 3 6 6 6 6 6 BY G.C. 6 3 12 9 3 3 3 6 3 X 6 6 12 6 6 3 9 12 3 1 3 3 3 1200' 20 70 23 9 1200' 20 46 23 2 -PRODUCT DISPENSER 2 HOSE W/ VAPOR VAC, W/ JUNCTION BOX OPTION, W/ CARD READER OPTIONS HUSKY VAC -ASSIST NOZZLE UNLEADED - RED DOUBLE POPPET SHEAR VALVE, 1-1/2" M -NPT TOP STYLE, BOSS MOUNTED (COMBO BODY) 14' FLEXSTEEL II VAPOR ASSIST. FUEL HOSE VACUUM ASSIST "RESNAP" FUEL HOSE BREAKAWAY VALVE W/SWIVEL (VAPOR SEAL) 5/8" STANDARD HOSE CLAMP 1-1/2" FLEX CONNECTOR MALE x MALE SWIVEL NPT 1-1/2" ISOLATION BALL VALVE EXTENDED DISPENSER SUMP FOR GILBARCO ENCORE 500 (CONDUITLESS VERSION) 4"X1-1/2" GEODUCT/FLEXWORKS ENTRY BOOT (DISPENSER SUMP) STABILIZER BAR SHEAR VALVE MOUNTING PLATE 2" PRESSURE VACUUM VENT -THREADED - EVR CARB APPROVED PER VR -102 4"x36" SECONDARY CONTAINMENT BOOT W/ 2" & 3" DONUTS 44" DIA. ROUND MANHOLE, WATER TIGHT GASKET. TRAFFIC RATED 2"x18" FLEXIBLE CONNECTOR MALE SWIVEL x FEMALE NPT (VENT CONNECTIONS) 3" FRP BONDED FITTING (CONTRACTOR INSTALLED AT TANK SUMPS) 1-1/2" DOUBLE WALL FLEXIBLE PRODUCT PIPE INSIDE 4" ACCESS CONDUIT JUMPER CONNECTOR TUBE -PLASTIC (FOR DOUBLE WALL COUPLING) GEOFLEX/FLEXWORKS TEST TUBE 36" LG. (FOR DOUBLE WALL COUPLING) 1-1/2" GEOFLEX/FLEXWORKS SWIVEL PIPE DOUBLE WALL COUPLING 1-1/2" NPT GEOFLEX/FLEXWORKS SWIVEL ELBOW FITTING 1-1/2" GEOFLEX/FLEXWORKS NPT THREAD ADAPTOR FITTING DISPENSER SUMP LIQUID SENSOR, NON -DISCRIMINATING, POSITION SENSITIVE 1" DISPENSER PIPING U- BOLTS 2" DISPENSER PIPING U- BOLTS 4'x11'x13" ISLAND FORM W/ 24"x12" RADIUS BUMPER END PER COSTCO SPEC 2" FRESH AIR VENT CAP 3" X 2" RUBBER TEST REDUCER 3" FLEXIBLE DOUBLE ENTRY BOOT 50 CU. FT. SUMP FLAME ARRESTOR 2" (PRIMARY) FIBERGLASS PIPE, 22'-25' LENGTH & GLUE KITS 2" COUPLING (PRIMARY) 2" 90 DEGREE ELBOW (PRIMARY) 2" 45 DEGREE ELBOW (PRIMARY) 2" THREADED BELL x MALE ADAPTER FRP 3" (SECONDARY) FIBERGLASS PIPE, 22-25' LENGTH & GLUE KITS 3" COUPLING (SECONDARY) 3" 90 DEGREE ELBOW (SECONDARY) 3" 45 DEGREE ELBOW (SECONDARY FLAT) "GILBARCO" ENCORE SERIES MODEL NO. ENC500NG4 "HUSKY" MODEL NO. V34-6250 "OPW" MODEL NO. 10BHMP-5830 "GOODYEAR" MODEL NO. GY-168VA34SBE 3/4"X14' "OPW" MODEL NO. 661SB-51 "GOODYEAR" MODEL NO. CN8102 "FLEX-ING" MODEL NO. FLX-11212M-MS (VERIFY) "JOMAR" MODEL NO. 100-707 "OPW FLEXWORKS" MODEL # DS -1836 (CONTRACTOR TO PLUMB ALL FITTINGS) "OPW FLEXWORKS" MODEL NO. DEB -4015 "OPW FLEXWORKS" MODEL # SBK-1800 "HUSKY" MODEL NO. 5885 "CTC" MODEL NO. 450036 W/ CTC -4003, CTC -4002 REDUCER DONUTS "OPW/POMECO" CONQUISTADOR MODEL NO. 44CD-WT10 "FLEX-ING" MODEL NO. FLX-218MSF-FS "BRAVO" MODEL NO. F-32-TS-T-RND-00 "OPW FLEXWORKS" MODEL NO. C-15 "OPW FLEXWORKS" MODEL NO. AXP40 "OPW FLEXWORKS" MODEL # TCT -2509 "OPW FLEXWORKS" MODEL # 7T-2536 "OPW FLEXWORKS" MODEL NO. DPC-2150 "OPW FLEXWORKS" MODEL NO. SEF -1515 "OPW FLEXWORKS" MODEL NO. SMA -1515 "VEEDER-ROOT" MODEL NO. 794380-323 "ANS" MODEL NO. CS -1 UB OR EQUIVALENT "ANS" MODEL NO. CS-2UB OR EQUIVALENT "RIVERSIDE STEEL" MODEL NO. RS-41113CS "OPW" MODEL NO. 0023 "OPW FLEXWORKS" MODEL NO. TBA -3020 "OPW FLEXWORKS" MODEL NO. DEB -0300 "OPW" MODEL NO. FSS -50 "SMITH FIBERCAST" MODEL #011020-069-2 "SMITH FIBERCAST" MODEL #012020-101-8 "SMITH FIBERCAST" MODEL #012020-360-4 "SMITH FIBERCAST" MODEL #012020-310-4 "SMITH FIBERCAST" MODEL #012020-191-4 "SMITH FIBERCAST" MODEL #011030-069-5 "SMITH FIBERCAST" MODEL #012030-101-9 "SMITH FIBERCAST" MODEL #012030-360-3 "SMITH FIBERCAST" MODEL #012030-310-3 BY G.C. NOTE: PIPING QUANTITIES ARE APPROXIMATE BASED ON SITE SPECIFIC TAKEOFF PLUS 10%. ADDITIONAL PIPING MAY BE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR. NOTE: FITTING QUANTITIES ARE APPROXIMATE BASED ON MINIMUM REQUIREMENTS. ADDITIONAL SIMILAR FRP FITTING TYPES MAY BE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR. CANOPY EXPANSION MATERIAL LIST (CONTINUED) ITEM QTY. DESCRIPTION MANUFACTURER 16 6 155W LED AMBIENT UNIVERSAL RETROFIT SUPERKIT 155W LED AMBIENT LIGHT FIXTURE "LSI INDUSTRIES" MODEL NO. CRSK-SC-LED-64-HO-CW-UE "LSI INDUSTRIES" MODEL NO. CRS -SC -LED -64 -HO -CW -UE 3 COLOR VIDEO MONITORING CAMERA (TEMP RESISTANT FLEXI-DOME DAY/NIGHT SURFACE MTD. 12VAC, 3.0-9MM (INSTALLED AT CANOPY AREA BY OWNER'S CAMERA CONTRACTOR) PER COSTCO I.S. DEPARTMENT 11/(617) 0 EIGHT INPUT SMART SENSOR MODULE "VEEDER ROOT" MODEL NO. VR -329356-004 AS NEEDED 3/4" & 1" RIGID CONDUIT, ELECTRICAL SEAL -OFF, ELECTRICAL JUNCTION BOX ELECTRICAL ITEMS EXPLOSION PROOF. BY G.C. (SEE PROJECT SPECS FOR REQUIREMENTS) 0(66) 1 UNIVERSAL DUAL DISTRIBUTION DISPENSER CONTROL BOX "GILBARCO" MODEL NO. PA0261000020 115VAC 1 DISPENSER SURGE PROTECTION AND DATA DISCONNECT DEVICE CONNECT TO NEW DEDICATED RECEPTACLE TIED INTO EMERGENCY STOP SYSTEM "POWER INTEGRITY" MODEL NO. DDS-8DM4GPE <68> 0 PRESSURE LINE LEAK DETECTOR CONTROLLER MODULE "VEEDER-ROOT" MODEL NO. 330374-001 <69> 0 PRESSURE LINE LEAK DETECTOR INTERFACE MODULE "VEEDER-ROOT" MODEL NO. 330843-001 3 3 2 2 10 FOOT WF T-10-1 HO ASSEMBLY PLP CANOPY FASCIA LIGHT 120V WEATHERPROOF UNITS APPROVED FOR WET LOCATION, POSITION HORIZONTALLY FROM TOP OF FASCIA. ADJUST FOR UNIFORM LIGHT DISTRIBUTION ON FASCIA. WFBO FIXTURE MOUNTING BRACKET PLP BRACKET END CAP PLP FIXTURE END CAP PLP "LSI INDUSTRIES" MODEL NO. 1OWF-1H0-0-120V-WHT-NO CONSISTS OF (2) 5WF-1H0-0-120 "LSI INDUSTRIES" MODEL NO. BKS-WFBO-WM-60-WHT "LSI INDUSTRIES" MODEL NO. 00069-WHT "LSI INDUSTRIES" MODEL NO. 43148-WHT 2 TURBINE CONTROL BOX (VARIABLE FREQUENCY CONTROLLER) "F.E. PETRO" MODEL NO. MAGVFC 1 PRESSURE LINE LEAK DETECTOR - .1 GPH "VEEDER ROOT" MODEL NO. PLLD KIT 848480-001 2 SUBMERSIBLE TURBINE PUMP -4 H.P. WITHOUT PISTON LEAK DETECTION, WITH MAG SHELL, WITH MAGVFC CONTROL PANEL. 208/230V, WITH 26" RISER "FE PETRO" MODEL NO. FE-IST-MRK-VS4-VL3-26"FE PETRO" MODEL NO. 400168926 (RISER) w cn w 0 LD CC 0. Ct. 0 1 0 0 0 1) F- cn J 0) J W W" < Ll O O i- z ©C 0 x LL! >- a_ O z 0 TUKWILA, WA 91406 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. 0 EQUIPMENT PROVIDED BY G.C. SEE SPEC FOR OWNER APPROVED DISTRIBUTORS. INDICATES MATERIAL SUPPUED 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. O LL w co MASTER RELE w h Q o U) > 00 j cc =w� o -J U0)O W U - 0 0 0 N 0 z 0 0 z Designed OV/RGF 0 0 C v t 0 0 0 N to 0 N 0 0 0 0) w Z w D z N N �() OD CN CN 10 N 251-8782 FAX z 6E w w z 5 O5 w Job Number 00 0 00 h a 4) LO RGUARDADO 0 II 0 ai 0 0 Date/Time:1 /20/2014 rn 0 CO n 0 0 0- X w 0 N 0 0 0 c 0 t 0 4) i 0 CO r 0 0 0 N 0 ai EZ x• RGUARDADO I 0 0 CO 0 0 E 0 0 0 co N 0 .N 0 w N) 0 (1) N 0 0 0 0 0 () i 0 CO N 0 0 0 N 0 GENERAL NDTES1. Title: ELECTRICAL SITE PLAN AND NOTES 400 COSTCO DRIVE TUKWILA, WA 91406 COSTCO GASOLINE FACILITY #006 GILBARCO DISPENSER WIRE COLOR REFERENCE( � - BLACK #12: HOT TO A-2 (CD MODULE) & VARISTOR f%) _ ` ,.., 2. GREEN #12: TO A-10 (GROUND) 1. SEE MATERIALS LIST (T-5) FOR DESCRIPTION ON EQUIPMENT USED IN THIS CONSTRUCTION. 2. ROUTING SHOWN ARE SCHEMATIC, FINAL LOCATIONS SHALL BE SHOWN ON AS -BUILT DRAWINGS. 3. ALL EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S AND/OR OWNERS GUIDELINES, WHICHEVER IS MORE STRINGENT. 4. FUNCTIONS OF THE CONTINUOUS MONITORING: -MONITORING OF ALL ANNULAR SPACES. -MONITORING OF ALL PRODUCT PIPING AND FILL SUMPS. -PROVIDE .1 GPH PRESSURE LINE LEAK DETECTION (PLLD) OF Lai LINES. -J -MONITORING OF ALL DISPENSER SUMPS. L -PROVIDE CONTINUOUS TANK LEVEL MONITORING. w THE CONTINUOUS MONITORING DEVICE PROVIDE POSITIVE SHUTDOWN m OF TURBINES AND DISPENSERS AUTOMATICALLY IN THE EVENT OF A w 0 LIQUID RELEASE AND MANUALLY THROUGH THE ESO SWITCH LOCATED Revision 3. WHITE #12: NEUTRAL TO A-13 (CD MODULE) & VARISTOR 4. RED #12: TO STP1/MTR1 5. BLUE #12: TO STP2/MTR2 6. YELLOW #12: STP3/MTR3 NOTE: 7. YELLOW #14: ALL WIRE TO BE THWN, \ / / not used OIL AND GAS RESISTANT 8. PURPLE #14: not used \ NO EXCEPTIONS 9. PINK #14: not used 10. BROWN #14: not used 0 0 0 \ O 4>40 EXISTING EXISTING EXISTING 11. #14: TO B-9 (CRIND TWO WIRE OUT BLACK (-)) PAIR TANK #3 TANK #2 TANK #1 1 • • ° 0 ° "' 1 >TWISTED NON SHIELDED 12. #14: TO B-19 TWO UNLEADED UNLEADED UNLEADED (CRIND WIRE IN (+)) WHITE 13. #14: TO A-9 (PUMP TWO WIRE OUT (-)) BLACK PAIR PREMIUM fil,m REGULAR REGULAR 41>.PRODUCT >TWISTED NON SHIELDED 14. #14: TO A-19 (PUMP TWO WIRE IN (+)) RED CANOPYO ABOVE 0 � ® ION THE NDICATED ONCONTROLLER PLANENCLOSURE AND REMOTE ESO SWITCH AS PER CIVIL DRAWINGS 13 ® 5. ALL WIRES ENTERING CONTROL PANELS, MAIN PANELS, AND SUB o PANELS SHALL BE MARKED WITH PHASE TAPE \ / PLLD 4 NEW ®EXISTING CODING AS FOLLOWS: L CANOPY® CANOPY COMPACTION PER CIVIL PLANS EXPANSION "B" PHASE = RED „C„ PHASE = BLUE o DISPENSER 2 3 ® ®4,7 -EXISTING DISPENSER im \ POWER r (TYP 8) \`'\- I 30 ❑ \ ❑ ._'1'1'7' .r ir- = DISPENSER 6. ALL CONDUCTORS SHALL BE CONTINUOUS(WITH NO SPLICES) -1 26 2 7 ►•► • lb J POWER' AND .. • " SENSOR ,. \ 1, ® ® CONTROL CONDUITS \ L_ i • STRANDED COPPER WITH 75°C THWN INSULATION, OIL AND GAS E RESISTANT. 7. 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. 8. 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. 9. ALL INSTALLATIONS SHALL BE PER N.E.C., ARTICLE 514. 10. LABORATORY. SHALL BE U.L. APPROVED AND LISTED BY A NATIONALLY RECOGNIZED TESTING 1 1. ALL EQUIPMENT EXPOSED TO WEATHER SHALL BE LISTED FOR EXTERIOR USE. 12. USE RIGID SCHEDULE 40 PVC CONDUIT BELOW GRADE BETWEEN PLASTI-BOND ROBROY PVC COATED RIGID METALLIC TRANSITION. PLASTI-BOND ROBROY PVC COATED RIGID METALLIC SHALL BE USED FOR TURBINE POWER ENTIRE RUN (NO EXCEPTIONS). MASTER RELEASE For: �t%zt;.: �:,> et �Yd9>;�33;; �2�`� '~•,Y�`;�{k�� htiwF+S, �a: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 •••• -I PER PLAN El / j\ ,: • • / /� - T - - - - � 1- I � \\ 4" CLR. \ ..• •• • • . .. \j N \\ TYP. • •'•• \ ° RELOCATE VENT •;:.' O O :.0: • ° oo STACK AND �' 4 (TYP.) F24" ��%%'\�\ I PERMEATOR o �- lk \ /\ MAX 12" MIN 1 1 I 1 k� NEW DISPEN ER NOTE: O(TYP-3) 1. PROVIDE PULL BOXES (SIZE PER LOCATE AND INTERCEPT DISPENSER POWER O0 CODE) FOR CONDUITS AS c , REQUIRED EXISTING CONDUITS. FOR EVERY 250'OR AFTER TOTAL DISPENSER ® 3 "' ° O ° ... OF PULL NEW 26 � 2 270 DEGREES OF BENDS. WIRING SENSOR 4> ® 2. PROVIDE SUFFICIENT ADDITIONAL eh PERMEATOR 0 LENGTH OF CONDUCTORS TERMINATION POINTS AT THE OF ALL CONDUITS POWER -44lik FOR FINAL EQUIPMENT 3. SUPPLY AND CONDUITS/CONDUCTORS PULL CORD IN INSTALL EACH HOOKUP. ALL AND A 25 LB. SPARE/FUTURE PERMEATOR ® COMMUNICATION KEYNOTES CONDUIT. 1 1 I I 3\ Trench Detail' 1 i ----- II I 1 1 PROVIDE 90 DEGREE FITTINGS (SUCH AS CROUSE HINDS "LB")FOR PENETRATION INTO CONTROLLER ENCLOSURE. '1 •. ` \ NOT TO SCALE DISPENSER O• . \ \�. POWER 2 1 2 ALL ELECTRICAL JUNCTION BOXES IN TANK SUMPS AND UNDER DISPENSER CONTAINMENT AREA SHALL BE XIII ,- /\ I • •1 3 Q ° \ ° DISPENSE R EXPLOSION PROOF WITH SEAL -OFF ENTERING AND LEAVING. SEAL -OFFS TO BE A MINIMUM OF 6" ABOVE THE HIGHEST PENETRATION FOR TESTING PURPOSES. ALL CONDUIT RUN ENTERING OR LEAVING A TANK AND VENT SUMPS AND DISPENSER TRANSITIONS SHALL BE ROBROY PVC COATED RIGID METAL CONDUIT NO EXCEPTIONS. 26 2 5 SENSOR J �1 © © O RELMCATED VI NT 11)' I , \ STAT K AND EXISTINp EEDER 111 PER EATOR 1 ROO ALARM 3 EXTEND EXISTING HEAT TAPE SYSTEM TO NEW CANOPY DOWNSPOUTS AND MONITOR SYSTEM •po 100 ie CONTACT MANUFACTURE AT (778) 837-4542 FOR INSTALLATION GUIDELINES. EXISTINe CONT 0 LER EXISTING ENCU URE + TANK #4 4 PROVIDE NEW PLLD ON TURBINE #2. AS -BUILT SHOW AN ADDITIONAL 0 �/ _ . :DDITIVE 11 BELDEN CABLE, HOWEVER CONTRACTOR SHALL VERIFY IF ONE EXIST. IF NO CABLE EXIST CONTRACTOR SHALL PULL ALL NEW CABLES. _ �� �1 EXISTING ESO "D • � EXTERIOR CONDUIT SCHEDULE CONDUIT CONDUIT CONDUIT COMMENTS • # SIZE PURPOSE FILL 01 1" DISPENSER POWER 4#12 THWN; (2) 114 TWISTED PAIR & 1#12 GND. (NEW) FROM DISPENSER 9/10 TO CONTROLLER ENCLOSURE FUEL POSITION NUMBERING 0 1 " DISPENSER POWER 4112 THWN; (2) #14 TWISTED PAIR & 1112 GND. (NEW) FROM DISPENSER 15/16 TO CONTROLLER ENCLOSURE � © 3/4" DISPENSER SENSOR(3)BELDEN CABLE #88760(1)#12 GND (NEW)FROM DISPENSER 9/1 0 TO CONTROLLER ENCLOSURE ilbSEE T-5 FOR MATERIAL LIST NOTE FUEL POSITION DECAL NUMBERS ARE PROVIDED BY OWNER AND INSTALLED BY START UP TECHNICIAN. LEGEND © 3/4" DISPENSER SENSOR (3) BELDEN CABLE #88760 (1) #12 GND (NEW) FROM DISPENSER 15/16 TO CONTROLLER ENCLOSURE START UP TECHNICIAN SHALL FOLLOW DISPENSER Call Toll Free NUMBERING AS SHOWN ON PLANS. 0 3/4" (E) TURBINE POWER 3#10 THWN & 1#10 GND (NEW) FROM TURBINE SUMP TO CONTROLLER ENCLOSURE (E) Electrical Site Plan 1 `800' 922-1987 TWO EXISTING UNDERGROUND CONDUIT P UNDERGROUND ELECTRICAL SERVICE CONDUIT ® 3/4" ARID PERMEATOR POWER 3#12 THWN & 1#12 GND (NEW) FROM TURBINE SUMP TO CONTROLLER ENCLOSURE (E) 0WORKING DAYS 1 SCALE 1"= 10'-0" BEFORE YOU UNDERGROUND TELEPHONE SERVICE CONDUIT 15 1" ARID PERMEATOR COMMUNICATION 25# PULL CORD FROM TURBINE SUMP TO CONTROLLER ENCLOSURE (E) - DIG EXPOSED CONDUIT N.E.C. HAZARDOUS AREA NOTES SERVICE DATA 0 E •� Z q) Z _ > UNDERGROUND CONDUIT ���• * CLASS I HAZARDOUS AREA (PER NEC) UNDERGROUND A TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK FILL OPENING) - SERVICE ce o• 0' 0 L.L. tt o 0 > o 0, ° a N 0 o ♦♦i1 �,r►1:1�.��,,1�►♦��1"♦��1:;♦11„1 _ _ TANKS -/•♦•-. - •-.�., • ••i1 . .• �1:::::1:44.•0::�.♦.:*••.••4.••011:1%•, �1:'♦1':•e♦1♦1♦IIe�•♦♦1:1•+♦♦i♦•��•1;�•`�♦i!�►O� EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN VOLTAGE: 3 PH 120/208V, 4W LOAD DATA: CONNECTED 44.0 KVA, ESTIMATED DEMAND 45.4 KVA SERVICE EXPLOSION PROOF SEAL TANK CLASS 1, FILLS ;0, iii!► i��i•'i1�'►'G�;♦i���1�►1�:'♦�!► ♦ 4,..,011♦,•1/1���♦4 DIV 2►-'poi►;,`•i�;;►;;�i!ri�z�°►i♦i�♦i! ''���♦1:;�!1�;�+1♦►�i�;;�♦'��' �•11♦IIi♦♦i�►♦♦�1♦IIc♦•11♦♦1!i1i♦♦♦i i,•�♦ ��i1♦i♦��r'��i��i�11�i�1il�1�i♦�i1�1♦i1�i�►i��!i' �i�4� b'�i1�:'��Ivi'!:'e::':I♦'�:�::�%�:'e:!i1il�'���!►�:I�i THE DIVISION 1 OR 2 CLASSIFIED LOCATION. EXTENT O F CLASS 1 GROUP D D IVI S (O N 2 LOCATION : UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET CONDUCTORS 4#3/0 THWN & 1#4 GND. METERING: PER UTILITY 4 INDICATES DISPENSER NUMBERING AND POSITION HV HIGH VOLTAGE LV LOW VOLTAGE VR V EE D E R -ROOT - E.S.O. EMERGENCY SHUT-OFF E.D.P. ELECTRICAL DISTRIBUTION PANEL C CONDUIT F.F FINISHED FLOOR • SEE NOTE #7 4p• ♦ •.4. ♦♦i• • • 1• • 1+♦t •..-�--,--., •_-.,.4 ►••!�:�•♦♦♦♦♦ TYPE: UNDERGROUND '� �01�%` �♦��♦�`i p, �%�%�♦i'��►• �%%...0.4.-p.m.��i�v..1=14o0,04.. -��♦�♦�� 4...p.44. 4...„ FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET i►♦♦♦♦I♦ !v♦♦I♦♦♦'►o♦♦♦♦♦�► ♦ ♦• ♦ .•.,e � ►►♦1111♦��►11♦♦1♦,�►♦♦♦111,x♦ ►♦i♦i11i��♦ ♦ ♦• ♦ ♦ ♦♦ 1♦ I. 1•i• 1 >. •i• •• ♦04.004.0004o.♦ • • • �►11♦111♦♦�I �I��i1 ►�IIIi FROM A TIGHT FILL CONNECTION. BILLING INFORMATION: COSTCO WHOLESALE 999 LAKE �' 18215 72ND AVENUE SOUTH 401�I KENT, WA 98032 (425) 251-6222 0. .-w'"14‘ ft m (425) 251-8782 FAX O C') �`�► � is 2 co, CIVIL ENGINEERING, LAND PLANNING, Gl7. ', `N�,,� SURVEYING, ENVIRONMENTAL SERVICES ENC I ,�/4o,e � �I •• �=*�.•i•4,!i••* ►��or44 •1,►��44�� t1 i��.,1,1♦� 1 ��,►, ♦♦ ,►►I♦ �.'♦•ii p11�.'�♦v♦♦, �IIi11♦1♦�Iii♦101.0 • •••••14- •.1.♦,.1♦1♦Ii♦i!i1♦♦i♦i1♦Ii1i111♦♦i♦v��1i►♦.��i♦♦i ,3,i � 47i 441.' Vii! �.��♦� .....,•••••.•••**•i41�0i��%%� 0' 10r1/ _�• �Ii�.• o1i . • • • ♦ ♦1,►►1• ♦1,,1, .��vo• s.. �•♦11♦�1•1♦I♦♦♦I•♦♦♦1♦11♦11111it400 B TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - VENT -DISCHARGING UPWARD) EXTENT OF CLASS GROUP DIVISION 1 LOCATION: DRIVE ISSAQUAH, WA 98027 ATTN: Deanna Hughes TANK TURBINES 0: •• •* 1..••:•�••• •,• ••'••�♦••••�k .• ♦♦'' ... ♦♦�111� 4,1p. �4t4t ������♦QI♦��OIIi�♦�1♦�Ii�� 0!%1.D, 4.•.,...• - -♦•♦♦. ii-•_►♦••••♦♦Ii1♦i11i1i♦Ii♦Ii1♦i:��i!♦i, WITHIN 5 FEET OF OPEN END OF VENT,EXTENDING IN ALL DIRECTIONS. C 1, ....-......'-1111b4.44.-.1.--04‘ DIV 2..I,4Iii►I�Ii�i♦`♦r♦♦ �/�•••4•♦.�b1, 4i•�i4rFir♦i♦♦1....1♦♦♦I♦♦♦111♦♦♦I♦r�♦ it 4' -- �•4.., ♦ 14 ••♦♦�1�♦♦*�Q♦011♦��♦11*11♦1♦♦�1.0.•♦♦♦♦i11i�1.4...0.i.1♦♦ ••.• 1♦♦♦ ♦♦•• *4 1♦♦♦♦♦♦ 1♦1♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦1♦�♦ *•1'►♦1♦•1. % EXTENT O F CLASS G R 0 U P D DIVISION 2 LOCATION: UTILITY CONFLICT NOTE SEE E E NOTE # 7 �I♦♦Ii♦i♦1, p►♦♦♦♦ ♦ ♦ • • • • • ♦,♦ ♦11 • ♦ 1 • I►• ♦ ♦♦1,,1111 ♦111 111 ♦111♦111111.1♦1111♦►I .••1 j11♦1♦♦1�♦1 j111�♦1♦���1t11111�1��1�II►1�111i11i�1�11�1i�1��1�1��1i�1�►�ritlj j1i���1 SPACE BETWEEN 5 FEET AND 10 FEET OF OPEN END OF VENT, EXTENDING IN ALL CAUTION: r•�i�•••�♦Oi�A SIVI�i!�:�i !%►�i'!I:i� o�� It•i�� b A* `',�i♦i1 DIRECTIONS. R ECTI 0 N S. h THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, L_ ■ ..♦1/11♦,'♦♦1♦♦♦11♦♦.4,♦11♦11♦111111 �I♦1♦1111♦♦�111�1♦1111111♦.1�.1,.1� 11111 ♦♦11 ♦ ♦ ♦ 4 ♦ ♦ - 0 TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP OUTDOOR) DIMENSION,AND DEPTH OF ON - - - Il ■ ►♦I♦1♦1�,►,►♦1♦♦111►11♦1♦I♦ •♦1♦ 1• vosii o,'►Ipo.0.���%���i���prot.4.�.0.i.��%�%1��%I �i �� !!%I�!I�%1.0:17:447:_•1•47.::::::::;:::::.�ii1�i�� EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ALL EXISTING UTILITIES WHETHER SHOWN THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING ■ 1 ° 0 L0)JISPENSER °\ s♦♦i �i♦i1♦i♦i♦1♦♦'��►��►��' ;1♦�►♦111♦1i♦���I� ♦♦�'•i►1�►•., 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: THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1 (800) 922-1987 AND THEN POT HOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW 1 AREA© D •♦♦♦•i, .04.• I WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. CLASS 1 DIV 2 ' ,�i��i♦�i�i!i'�i�%♦%�ii�0�1i�%Ii�1�♦i�i��%�i��i����% !Ii1o•••i4•• •••••4•••41;! C-ADLEFTWALL ELEVATION SCALE: NTS CONTRACTOR SHALL VERIFY THERE IS ROOM AVAILABLE IN THE EXISTING CONTROLLER ENCLOSURE FOR NEW ADDITIVE EQUIPMENT. ALERT ARCHITECT IMMEDIATELY IF THERE IS NO ROOM. B REAR WALL ELEVATION E-2 SCALE: NTS �c RIGHT WALL ELEVATION SCALE: NTS D FRONT WALL ELEVATION E-2 SCALE: NTS INTERIOR FIBER/PHONE TERMINATION BOX O 0 O 0 ROUTING IN CONTROLLER ENCLOSURE PER ELEVATION'''` EXISTING WIREWAY (LS. OR 120V) FINISHED FLOOR (E) MAG VFC UNL B MAG VFC 71 PREM c EXISTING GILBARCO D -BOX SEE NOTE #7�� A26 0 (E) EXISTING WIREWAY 20 EXISTING ALLIED ANDI BOX (E) GSM 0 0 0 0 (E) GSM 0 0 00 (E) EXISTING 22 20 21 23 WIREWAY NEW GILBARCO D -BOX 67 EXISTING PANEL 66 SEE NOTE #7 A26 0 (E) UPS (E) TIMER (E) CBS STP ADD D EXISTING PANEL "1A" EXTERIOR -SEAL AROUND CONDUIT PENETRATIONS PROVIDE 90 DEGREE FITTINGS (SUCH AS CROUSE HINDS "LB") FOR PENETRATION INTO CONTROLLER ENCLOSURE. HEIGHT TO BE FIELD DETERMINED CONDUIT SIZE AS NOTED PVC COATED RGS TRANSITION � PENETRATION DETAIL J -2 SCALE: NTS �E-2 SCALE: NTS FINISHED GRADE EXISTING VEEDER ROOT KY O 0 O 0 (E) EXISTING ADDITIVE CONTROLLER PANEL a�) P M V T U LJ u Li EXISTING LOW VOLTAGE WIRING DISCONNECT EXISTING ARID PERMEATOR PANEL (E) HV 23 I.S. HV EXISTING WIREWAY 0 O 0 O 0 (E) EXISTING \- EXISTING WIREWAY WIREWAY FINISHED FLOOR / / CONDUIT RUN SCHEMATIC WITHIN CONTROLLER ENCLOSURE SCALE: NTS E SIDE WALL ELEVATION E-2 SCALE: NTS NOTE: ENCLOSURE LAYOUT SHOWN IS TYPICAL. SEE SHEET El FOR ACTUAL CONTROLLER ENCLOSURE ORIENTATION. EXTERIOR ELEVATION SCALE: NTS SEE NOTE # / / / / EXISTING A/C UNIT (E) (E) RELOCATE INTERCEPT EXISTING ARID CONDUITS (SEE E-1 FOR RMEATOR ESTIMATED LOCATION. PULL NEW WIRING AND PULL CORD VENT STACK FILL END TURBINE END RELOCATE VENT STACK 13 WIRING LEGEND SEALOFF (TYP.) RELOCATED ARID PERMEATOR RELOCATED VENT STACK POWER CONDUIT POWER & DATA CONDUIT CAMERA/COMM. CONDUIT INTRINSICALLY SAFE CONDUIT INDICATES ITEM ON MATERIALS LIST SEE DWG. T-5 EXTERIOR CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CONDUIT FILL COMMENTS # SIZE 0 1" DISPENSER POWER 4#12 THWN; (2) 114 TWISTED PAIR & 1#12 GND. (NEW) FROM DISPENSER 9/10 TO CONTROLLER ENCLOSURE 20 1" DISPENSER POWER 4112 THWN; (2) #14 TWISTED PAIR & 1#12 GND. (NEW) FROM DISPENSER 15/16 TO CONTROLLER ENCLOSURE 05 3/4" DISPENSER SENSOR (3) BELDEN CABLE #88760 (1) #12 GND (NEW) FROM DISPENSER 9/10 TO CONTROLLER ENCLOSURE © 3/4" DISPENSER SENSOR (3) BELDEN CABLE #88760 (1) #12 GND (NEW) FROM DISPENSER 15/16 TO CONTROLLER ENCLOSURE 1© 3/4" (E) TURBINE POWER 3#10 THWN & 1/10 GND (NEW) FROM TURBINE SUMP TO CONTROLLER ENCLOSURE (E) ® 3/4" ARID PERMEATOR POWER 3#12 THWN & 1#12 GND (NEW) FROM TURBINE SUMP TO CONTROLLER ENCLOSURE (E) 1© 1" ARID PERMEATOR COMMUNICATION 25# PULL CORD FROM TURBINE SUMP TO CONTROLLER ENCLOSURE (E) INTERIOR CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CONDUIT FILL COMMENTS # SIZE ® 1" DISPENSER CONTROL 4112 THWN & 1#12 GND. (NEW) FROM WIREWAY TO TURBINE CONTROLLERS (UNL (Sc PREM) © 1" DISPENSER POWER 4112 THWN & 2#12 GND (NEW) FROM WIREWAY TO PANEL "C" 0 1" DISPENSER CRIND AND DATA (4) 2114 TWISTED PAIR & 1112 GND. (NEW) FROM WIREWAY TO D -BOX THRU DATA DISCONNECT ® 1" DISPENSER MONITORING (6) BELDEN CABLES 188760 & 1112 GND (NEW) FROM WIREWAY TO I.S. SIDE OF VEEDER-ROOT ® 1" DISPENSER DATA DISCONNECT POWER 2112 & 1#t2 GND (NEW) FROM ELECTRICAL PANEL TO DATA DISCONNECT RECEPTACLE SHEET NOTES 1. ROUTE CONDUIT TO EQUIPMENT AS INDICATED ON SHEET E-1 AND E-2. 2. ROUTE CONDUIT AND CONDUCTORS TO EXTERIOR OF CONTROLLER ENCLOSURE WALL AS INDICATED ON THIS SHEET. PAINT TO MATCH CONTROLLER ENCLOSURE. 3. FUNCTIONS OF THE CONTINUOUS MONITORING: — MONITORING OF ALL ANNULAR SPACES. — MONITORING OF ALL PRODUCT PIPING SUMPS. —PROVIDE .1 GPH PRESSURE LINE LEAK DETECTION (PLLD) OF GASOLINE PRODUCT LINES. — PROVIDE CONTINUOUS TANK LEVEL MONITORING. —DISPENSER SUMP MONITORING. THE CONTINUOUS MONITORING DEVICE SHALL PROVIDE POSITIVE SHUTDOWN OF TURBINES AND DISPENSERS AUTOMATICALLY IN THE EVENT OF A LIQUID RELEASE AND MANUALLY THROUGH THE ESO SWITCH LOCATED ON THE CONTROLLER ENCLOSURE AND REMOTE ESO SWITCH AS INDICATED ON SITE PLAN. 4. 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 5. WALL MOUNTED EQUIPMENT LOCATIONS ARE FIXED AS SHOWN REGARDLESS OF CONTROLLER ORIENTATION. G.C. SHALL NOT MOUNT EQUIPMENT OTHER THAT WHAT IS SHOWN. 6. ALL CONDUIT BETWEEN WIREWAYS AND ELECTRICAL DEVICES SHALL BE EMT OR RIGID GALVANIZED STEEL. NO EXCEPTIONS. 7. CONTRACTOR SHALL REMOVE EXISTING DISPENSER SURGE PROTECTION PANEL AND INSTALL NEW SURGE PROTECTION AND DISPENSER DATA DISCONNECT PANEL IN THE SAME LOCATION. 8. PROVIDE 90 DEGREE FITTINGS (SUCH AS CROUSE HINDS "LB") FOR PENETRATION INTO CONTROLLER ENCLOSURE. 9. PROVIDE NEW PLLD ON TURBINE #2. AS—BUILT SHOW AN ADDITIONAL BELDEN CABLE, HOWEVER CONTRACTOR SHALL VERIFY IF ONE EXIST. IF NO CABLE EXIST CONTRACTOR SHALL PULL ALL NEW CABLES. ALL WIRE PILLS BY G.C. UNLESS OTHERWISE NOTED CONDUIT LEGEND a WHERE ALLOWED PER JURISDICTION, USE map SCHEDULE 40 PVC CONDUIT BETWEEN PLASTI-BOND ROBROY PVC COATED RIM METALLIC CONDUIT AND THE PLASTI-BOND ROBROY PVC COATED RIGID METALLIC 1RANSIIION. w w 0 c.) V) 0 0. 0. 0 0 0 1- �'C cc Q a z 0 U W z z 0 0 J 0 0 0 W J W 400 COSMO DRIVE TUKWILA, WA 91406 t0 J 0 LL W z J 0 O O O U O LL MASTER RELEASE W n J < W 0 op W cc JaQ =W= L0 O c0 U 22 0 V) 0 0 'C 0 z 0 z Designed OV/RGF 0 C 0 v 0 Y 0 4) 0 0 i 0 0 0 0 0 (1)w z w z N VD N 00 Nro CN O N 00 rn CO � N 00 N 00 10 N LO LC) Y ..w C� U z_ z Cr zw a J z w O z Luz 0 z z w w z� Oz E L J > 5 0 (r) Job Number 0 00 h N W 4- X RGUARDADO 0 II 0 4) 0 0 Date/Time:1/20/2014 11:17 AM rn N 0 0 .0) 0 a cn x w M 0 N 0 i 0 0 c 0 t 0 N E 0 0 0 0 0 0 4) LE PANEL 1 MAIN/GENERAL VOLTAGE: 120/208 VOLT -30, 4 -WIRE BUSS: 22 CIRCUIT # LEFT SIDE 5A BREAKER RATED: 10,000 A.I.C. MAIN BRKR: M.L.O. SPACES: 42 * LISTED FOR SERIES COMBINATION WITH CURRENT LIMITING MAIN FUSE. DESCRIPTION LOAD BREAKER A PHASE B C NOTES LCL (ODD CIRCUITS) 1 SUB FEED TO PANEL 1A 11760 100-2 11760 3 5 7 9 11 SUB FEED TO PANEL 1A 0 100-2 0 CANOPY LIGHTS 930 20-1 930 SW -1 Y SPACE 0 FILLER 0 CANOPY LIGHTS 930 20-1 930 SW - Y CANOPY LIGHTS 930 20-1 930 SW -1 Y 13 15 17 UPS RECEPTACLE 1 440 20-1 1440 CANOPY LIGHTS 620 20-1 620 SW - Y CCTV 360 20-1 360 19 SPACE 0 FILLER 0 21 FASCIA LIGHT 240 20-1 240 SW -1 Y 23 25 27 29 31 33 35 37 39 FASCIA LIGHT 120 20-1 120 SW - Y ADDITIVE TURBINE 960 20-2 960 ADDITIVE TURBINE 960 20-2 960 FE PETRO IST UNL 1 FE PETRO IST UNL 1 2400 30-3 2400 FE PETRO IST UNL 1 2400 30-3 2400 FE PETRO IST UNL 1 FE IST UNL 1 2400 30-3 2400 FE PETRO IST SUP 3 FE PETRO IST SUP 3 960 20-3 960 FE PETRO IST SUP 3 960 20-3 960 41 FE PETROIST SUP 3 FE IST SUP 3 960 20-3 960 RIGHT SIDE (EVEN 2 4 6 8 10 12 14 16 18 CIRCUITS) SPACE 0 FILLER 0 CONTROLLER ENCLOSURE LIGHTS 720 20-1 720 CONTROLLER ENCLOSURE AC/HEAT 2500 20-2 1500 SPACE 0 FILLER 0 QUAD RECEPT. - GENERAL USE TIME CLOCK POWER 864 180 20-1 15-1 864 180 SPACE 0 FILLER 0 CAMERA RADIO BOX 180 20-1 180 CANOPY CONTACTOR 180 20-1 180 20 22 SPACE SPACE 0 0 FILLER FILLER 0 0 24 26 28 30 32 34 36 38 40 42 SPACE 0 FILLER 0 DATA DISCONNECT RECEPTACLE 960 20-1 960 SPARE 960 20-1 960 SPACE 0 FILLER 0 FE PETRO IST UNL 2 FE PETRO IST UNL 2 2400 30-3 2400 FE PETRO IST UNL 2 2400 30-3 2400 FE PETRO IST UNL 2 FE PETRO IST UNL 2 2400 30-3 2400 ARID PERMEATOR 960 20-3 960 ARID PERMEATOR 960 20-3 960 ARID PERMEATOR 960 20-3 960 NOTE: ALL LOADS ARE EXISTING WITH THE EXCEPTION OF CIRCUITS A26 AND A28. BOTH ADDITIVE LOADS SHALL BE WIRED THRU NEW ESO CONTACTORS. CONTRACTOR TO FIELD DETERMINE WIRING SUCH THAT ADDITIVE LOADS ARE TIED INTO EXSITING EMERGENCY STOP SYSTEM TOTAL VA 20800 12194 11880 LCL 0 1790 4744 PLUS 25% 0 448 1186 TOTAL VA 20800 12642 13066 AMP PER P 174.0 105.4 108.9 PANEL LOAD 126.0 PANEL 1-A DISPENSERS/ELECTRONICS VOLTAGE: 120/208 VOLT -10, 3 -WIRE MAIN BRKR FEED FROM -A-- BREAKER RATED: 10,000 A.I.C. BUSS: 100A SPACES: 30 ACTUAL A.IC. BELOW 4,000 CIRCUIT # LEFT SIDE (ODD CIRCUITS) DESCRIPTION LOAD BREAKER PHASE A B NOTES LCL 1 IG RECEPTACLE 360 20-1 360 3 5 7 9 11 13 15 17 19 21 23 25 27 29 RIGHT SIDE 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 SPACE 0 FILLER DISPENSER #1/2 960 20-1 960 EXISTING UTILITY VAULT OR POLE BY POWER COMPANY TO UTILITY SERVICE BY POWER COMPANY EXISTING 3/4" x 10' COPPER CLAD STEEL GROUND ROD. EXISTING 2" C, (4) #3/0 THWN C.U. + (1) #4 C.U. E.G. EXISTING NEMA 3R, 200A, METER SOCKET MOUNT ON EXTERIOR WALL OF CONTROLLER ENCLOSURE EUSERC COMPLIANCE 65,000 AIC SQ D CAT NO. UTH7213T T 2" C, (4) #3/0 THWN - <5' (4) #4 GND. EXISTING (1)-3" UNDERGROUND PVC CONDUIT (SCHEDULE 80) EXISTING UTILITY PAD MOUNT TRANSFORMER WITH CONCRETE PAD EXISTING (1) - #4 COPPER GROUND WIRE. 2" C, (4) #3EXISTING /0 THWN C.U. + (1) #4 E.G. EXISTING NEMA 3R, 200A, 200A FUSE (TYPE KTN-R-200) SERVICE DISCONNECT SWITCH MOUNTED ON WALL OF CONTROLLER ENCLOSURE SQ D CAT NO. D324 -NR -B EXISTING CONCRETE ENCASED c''' GROUNDING ELECTRODE. SURGE GND. NEUT -1- 42 SPC 120/208 LUGS ONLY 0 CONNECTED LOAD = SYSTEM GND. ISOLATED GND. -1.A- 30 SPC 120/208 SUB FEED 46.5 KVA T EXISTING CONTROLLER ENCLOSURE NOTE: CONTRACTOR FIELD VERIFY INCOMING CONDUCTOR SIZE IS 4#3/0 THWN CU & 1#4 GROUND AND FUSE SIZE IS 200AMP IN THE EXISTING DISCONNECT SWITCH iF NOT THE CONTRACTOR SHALL PROVIDE: (1)FUSE SIZE OF 200AMP (BUSSMANN LIMITRON KTN-R) INCOMING WIRE FROM TRANSFORMER TO PANEL IN EXISTING CONDUIT SHALL BE 4#3/0 THWN CU & 1#4 GROUND J (3) #3 THWN C.U. (1) #8 GND C.U. Existing Single Line Diagram NOT TO SCALE SWT NEUTRAL DISPENSER #5/6 SWT NEUTRAL 960 20-1 960 DISPENSER #9/10 960 20-1 960 SWT NEUTRAL DISPENSER #13/14 960 20-1 960 SWT NEUTRAL DISPENSER #19/20 SWT NEUTRAL 960 20-1 960 DISP. DATA DISCONNECTS 360 20-1 360 SPACE 0 FILLER GENERAL RECEPT 360 20-1 360 (EVEN CIRCUITS) VEEDER ROOT 360 20-1 360 SPACE 0 FILLER DISPENSER #3/4 960 20-1 960 SWT NEUTRAL DISPENSER #7/8 960 20-1 960 SWT NEUTRAL DISPENSER #11/12 SWT NEUTRAL 960 20-1 960 DISPENSER #15/16 SWT NEUTRAL 960 20-1 960 PLLD 360 20-1 360 SPACE 0 FILLER DISPENSER #17/18 SWT NEUTRAL 960 20-1 960 IG RECEPTACLE 0 NOTE: 20-1 TOTAL VA 360 11760 0 LCL 0 0 PLUS 25% 0 0 TOTAL VA 11760 0 AMP PER P 98.0 0 PANEL LOAD 56.5 /a3 � Existing Panel Schedule �E-NOT TO SCALE NEW FASCIA SIGN LIGHT. EXTEND CONDUIT AND WIRES TO NEW LOCATION 70 CANOPY LIGHT FIXTURE 6 -NEW FIXTURES NOTES: (3) NEW CAMERAS SHALL BE INSTALLED USING EXISTING INFRASTRUCTURE BY OTHERS. CONDUITS BY CONTRACTOR. INSTALL NEW CANOPY LIGHTING USING EXISTING CIRCUITS AT THE CANOPY. WIRE LIGHTING WITH CIRCUITS AS SHOWN A-23 CANOPY LIGHT FIXTURE 16 -REPLACED FIXTURES 62 CANOPY AND4 LIGHTS A-21 70 NEW FASCIA SIGN LIGHT. REPLACE EXISTING LIGHT A-11 [11 A-11 /// /// A-15 ®I A-15 ❑ A-15 EXISTING g*CANOPY AND NEW LIGHTS A-11 REMOVE EXISTING CANOPY FASCIA SIGN LIGHT A-9 a 7 A-9 A-5 A-5 /// 0 /// D D c6-3)NEW CAMERA ❑ A-15 A-11 D A-11 A-9 /// 63>NEW CAMERA A-9 A-5 I®I 63 NEW CAMERA A-11 A-9 ❑ 0 A-9 A- A-5 /// /// A-5 A-21 70 NEW FASCIA SIGN LIGHT. EXTEND CONDUIT AND WIRES TO NEW LOCATION LUMINAIRE SCHEDULE SYMBOL QTY ARRANGEMENT LUMENS LLF DESCRIPTION INPUT WATTS ❑ 16 SINGLE 13594 1.000 MODEL NO. CRSK-SC-LED-64-HO-CW-UE 155 6 SINGLE 13594 1.000 MODEL NO. CRS -SC -LED -64 -HO -CW -UE 155 =/ 2 SINGLE - - MODEL NO. 10WF-1 HO-0-120V-WHT-NO 120 r 1 Canopy Lighting Plan SCALE 1/8"= 1 '-0" 2 0 0 N 0 0 o. 0 os P: 0 0) W J W -J W z Q 0 Cr 0 W z J W J z CJ. G) 1— z Q J 0 0 z 0 J a_ 0 z Q 0 0 z Q 400 COSTCO DRIVE TUKWILA, WA 91406 (0 O .J 0 u- W z J 0 co 4 O CJa O 0 MASTER RELEASE W h J < o U1 > o0 W � CA O" =W O 0) O to - 0 U z z Designed OV RCF 0 0)) 0 2 0 18215 72ND AVENUE SOUTH CN CD OD CD N 00 co oo 1.0 Job Number 0 ao LLI 453 RGUARDADO AC LINE -41 AC NEUTRAL -44 CHASSIS GROUND BARRIER GROUND ,OW -R A� TRI\SICAL_LY SAF= A EA NOTE: THE SCOPE OF WORK ON THE VEEDER ROOT SYSTEM IS TO ADD TWO DISPENSER SENSORS. Veeder Root Console DOWER ARf- A GOUND 0 \ S 711 LY -SAFE AREA 16 MODULE TYPE: NOT USED POSITION RECORD: I N�L 5 ® 6 l' 'Jo FUSE O 8 7Sn! MODULE TYPE: NOT USED 16 SPARE 8 SPARE 15 SPARE SPARE 7 SPARE 14 0 3 �1--pi_2----3- r -i_4 -F5 -F67 PRESSURE—*-- MAXIMUM SENSOR OUTPUT RATING 8 XMIT 1°1°1°1°1°1°1°1°1°1°1°1° POSITION RECORD: 15 VOC 15 AMP 5 6 000000000000 PLLD TURBINE SUMPS 0 PRESSURE LINE LEAK INTERFACE MODULE 13 SPARE 5 SPARE 12 SPARE 0 MODULE TYPE: NOT USED (8 I 1I + 2 -I + 3 -I + 4 -I + 5 -I + 6 -i +' -I - I + - SENSOR---- MAXIMUM SENSOR OUTPUT RATING 15 VOC 5 2 1• • • • • • • • • • • 1. 1 • •1 3 15 AMP 4 8 0000000 0 0000 0000 TANK SUMPS & DISPENSER INTERSTITIAL SENSOR INTERFACE MODULE SENSORS SPARE 11 0 0 2 6 1---+-1-4.2T+3.17_4-:-.1-+5--_]-+6-±7-+8- SENSOR-- MAXIMUM SENSOR OUTPUT RATING 15 VOC 8 11 (. . I . • 1 • • • . I . . I . . . . . . POSITION RECORD: 15 AMP 5 3 0000 000 0 0000 0000 TANK & SUMPS DISPENSER 4 0 INTERSTITIAL SENSOR INTERFACE MODULE SENSORS MODULE TYPE: PLLD CONTROLLER MODULE POSITION RECORD: 1 UNL. 1 2 UNL. 2 3- PREM. PI - PUMP INPUT SIGNAL 5 2 REG. UNLEADED # 7 SPA G 3 PREM. UNLEADED #1 SENSOR 1 2 3 4 5 6 7 8 I + -I ± -I + -I } -1 + -I + -I } + _I MAXIMUM SENSOR OUTPUT RATING 15 VOC 9 PI PR LI PO PI PR LI PO IPI PR LI P01 PR - PUMP RETURN (NEUTRAL) LI - LINE POWER INPUT POSITION RECORD: I • • • • • • • • • • • • • • • • 5 SPARE 15 AMP 6 SPARE 3 SPARE 1.1 • • • 1.1.1. 1.1.1.1.1 • • • I • • PO - PUMP OUTPUT CONTROL 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TANK SUMPS & ANNULAR 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ORELAY RATINGS FORM A CONTACTS 6 REG. UNL B TURB INTERSTITIAL SENSOR INTERFACE MODULE SENSORS PRESSURE LINE LEAK CONTROLLER MODULE ii°na 8 PREM. UNL FILL OUTPUT MODULE PROBE PROBE - F+.1 -=r+27--+3..-47+.4.71 MAXIMUM SENSOR OUTPUT RATING 15 VOC 1 REG. UNLEADED A RELAY TO EXTERNAL DEVICE 1—NC 1NO 1-C 1—C2 -NO 2-C —C NOC�NC NOC� 2 REG. UNLEADED B RELAY RATINGS 3 PREM. UNLEADED 7 SPARE (( l • • • • • • • • 8 SPARE 15 AMP m • • I • I • I • I • 1 • I • I • I • I • • FROM C CONTACTS 1 000000 TANK LEVEL et 9 0 0 0 0 0 0 0 0 0 0 0 0 120 VAC, 2A MAX OR 24 VOC, 2A MAX GAUGES PROBE INTERFACE MODULE NOTE: THE SCOPE OF WORK ON THE VEEDER ROOT SYSTEM IS TO ADD TWO DISPENSER SENSORS. Veeder Root Console DOWER ARf- A GOUND 0 \ S 711 LY -SAFE AREA 16 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 15 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 1/1 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 1 8 11 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 1 U MODULE TYPE: PLLD CONTROLLER MODULE POSITION RECORD: 1 REG. UNLEADED #1 5 2 REG. UNLEADED # 7 SPA G 3 PREM. UNLEADED #1 7 NEW 4 8 9 MODULE TYPE: 4 -RELAY OUTPUT MODULE POSITION RECORD: 1 CONT. ENCLSR. VR REMOTE ALARM 5 SPARE 2 ADDITIVE TURBINE 6 SPARE 3 SPARE 7 SPARE 4 SPARE 8 SPARE GOUND 0 0 1 REG. UNL A ANNULAR VEEDER-ROOT NOTE: CONTRACTOR TO DOWNLOAD AND PRINT EXISTING ALARM HISTORY & SENSOR SETUP PRIOR TO STARTING ANY WORK ON THE EXISTING VEEDER-ROOT PANEL. PLACE PRINTOUT INTO EXISTING "DESIGNATED OPERATOR" BINDER IN THE CONTROLLER ENCLOSURE. A Existing Veeder Root Console Module Configuration E'4 NOT TO SCALE: Module Configuration NEW w 0 L) 0 0 N 0. U -J W z 0 W z z 0 0 CO 0 Q a 0 Q 0 0 fr CC W W ' W` W 400 COSTCO DR TUKWILA, WA 91406 0 J 0 LL W z 0 Cn tQ 0 0 0 r Ir I I I I I 1 I I GILBARCO D—BOX#1 (DATA)0 TYPICAL 1-8 DISP #1 1A 1B I I DISPENSER SIDE TYPICAL 9-16 DISP #9 (9AA((9�BB Y 'Y I I I I I I I I `r I' MINIMUM #12 AWG g 1 2 3 4 PUMPS 8 o z --- DISPENSER DISPENSER #1 DATA 0- 0 - CARD 0 - READER 0 - I I I DISPENSER SIDE I I TO EXISTING POWER PANEL (DISPENSER #1) GILBARCO D—BOX #2 (CRIND) 7) TYPICAL 1-8 GRIND #1 1A 19 1 1 CRIND SIDE I TYPICAL 9-16 GRIND #9 9A 99 49 I I I 1 CRIND SIDE I I #14 TWISTED PAIR PER MANUFACTURER'S SPECIFICATIONS TO SITE CONTROLLER l \•\•I DATA1-4(Output) I DATA 5-8 (Output) • I I I I J J DATA 1-4 (Input) DATA 5-8 (Input) ENLARGED VIEW (DATA) I I I I I I I I I I J O I I I I I I 1 L 1 1 L IVIL IVIL L 1 L 11 I I I I I I EXISTING ) POWER INTEGRITY SURGE PROTECTOR AND DATA DISCONNECT UNIT (DISPENSERS #1-8) 1 • #14 TWISTED PAIR PER MANUFACTURER'S SPECIFICATIONS TO SITE CONTROLLER Crind 1-4 (Output) Crind 5-8 (Output) \ bIo 010 010 0 1A 1B 2A 28 3A 38 M 48 0 010 010 010 0 M 60 M 6B 7A 78 M a0 co 1- 0 BYDEIY Y�II 6. QfA 18 2A 28 M JB M 48 T 910 01O 010 — I I Crind 1-4 (Input) I I I I I J J m Optional Expansion from Other Board M 68 M 68 1 7A 78 M M 0 010 00 0�0 O Cdnd 5-8 (Input) ENLARGED VIEW (CRIND) g. 0 TYPICAL GASOLINE DISPENSER FIELD WIRING TO EACH MODULE 0 5 a 0 r r r 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I (1)doo666o INIMUM 12 AWG DISPENSER 120V HOT DISPENSER NEUTRAL 1- o Z DISPENSER #9 1 2 3 4 PUMPS DATA 0- 0— CARD 0- - READER & - - - O 1 I I 1 1 I I I I I I 1 I I 1 I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I 1 I I I I I IL 1 1 L TO EXISTING POWER PANEL (DISPENSER #9) #14 TWISTED PAIR PER MANUFACTURER'S SPECIFICATIONS TO SITE CONTROLLER DATA 9-12 (Output) M 00 108 100 114110 124 17H 4 910 010 010 0 1 DATA 9-12 (Input) L__J I _—__J DATA 13-16 (Output) 0 010 oto 010 0 IM 160 141 140 •M 168 1M 1N 0 0 Optional Expansion to Other Board m 1- 131 WB 1M 118 1M 0168 10 C! 1M 0 010 0l0 DATA 13-16 (Input) ENLARGED VIEW (DATA) N m I- <67> NEW POWER INTEGRITY SURGE PROTECTOR AND DATA DISCONNECT UNIT (DISPENSERS #9 -16) KEY NOTES: 01 POWER INTEGRITY SUPPLIED TRANSFORMER. 02 DEDICATED RECEPTACLE CONTROLLED BY THE EXISTING ESO SWITCH SYSTEM. " REFER TO WIRING DIAGRAM, DETAIL -D ON SHEET E-2. O EXISTING GROUNDING LUG CONNECTION POINT. POWER INTEGRITY DISPENSER DATA DISCONNECTING BOX MUST BE GROUNDED IN ORDER TO PROVIDE THE PROPER PROTECTION. REFER TO THE MANUFACTURES RECOMMENDATIONS. PROVIDE #12, GREEN INSULATED GROUND WIRE. ® EXISTING CONDUIT AND CABLING TO REMAIN. O REMOVE EXISTING CONDUITS AND WIRES BETWEEN THE EXISTING DISTRIBUTION BOX AND DISPENSER CONTROLLER. PROVIDE NEW 3/4" CONDUIT WITH #14 TWISTED PAIR (PER MANUFACTURES RECOMMENDATION) FROM THE EXISTING DISTRIBUTION BOX AND DISPENSER CONTROLLER TO DATA DISCONNECT BOX. © POWER INTEGRITY DISPENSER DATA DISCONNECT BOX. O7 RE -WIRE EXISTING DATA AND CRIND AS SHOWN. 1 F #14 TWISTED PAIR PER ! ! MANUFACTURER'S SPECIFICATIONS I I I I b bto 010 010 O M B8 1M 168 11A 118 13A 12B TO SITE CONTROLLER Crind ind 9-12 (Output) Crind 13-16 (Output 0 010 010 010 0 1Mp81M148 IM 16®1M1N L - Dispenser Data Positive Shutdown Wiring Diagram E-4/ NOT TO SCALE: Crind 9-12 (Input) Optional Expansion from Other Board 0. 2 N 0 m F - 13A138 14A 148 15A 168 1M 188 0 010 010 010 0 Crind 13-16 (Input) — ENLARGED VIEW (CRIND) .31 0 o. d 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 I 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 TQ 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. OUTER BAG TO CONSOLE TO SENSOR/PROBE ZIP TIE CABLE JACKET TO BE SEALED INSIDE THE RESIN WIRE NUTS RESIN BAG CEcVeeder Root Splicing Detail —4 NOT TO SCALE: LL U) MASTER RELE N 0 0 0 0 N 0 z 0 < Z Designed OV/RGF LL 0 0 0 v v Y U a1 O V 0 (1) 0 v 72ND AVENUE SOUTH CN N N (D li J CN Li N 00 N 00 ,I LC J in Lo (f) 0 U Z Z Z LLI a J Z QZ W O IY z IJ V z > U[!) C5 z w LuJ /Z V Z W Job Number 0 oo 00 6) X RGUARDADO 0 N \T \ S I CA LY -SAFE AREA GOU\D 0 0 8 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 7 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 6 MODULE TYPE: PLLD INTERFACE MODULE POSITION RECORD: TURBINE PLLD 1 REG. UNLEADED #1 5 SPARE 2 REG. UNLEADED #2 6 SPARE 3 PREM. UNLEADED # NEW 4 SPARE 5 MODULE TYPE: NOT USED POSITION RECORD: 1 5 2 6 3 7 4 8 MODULE TYPE: INTERSTITIAL SENSOR INTERFACE POSITION RECORD: ADDITIVE TANK SENSORS 1 DISPENSER 15/16 5 DISPENSER 19/20 2 ADDITIVE ANNULAR 6 SPARE 3 ADDITIVE TURBINE SUMP 7 SPA G 4 DISPENSER 17/18 - 8 SPARE 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 MODULE TYPE: INTERSTITIAL 8 DISPENSER 13/14 SENSOR INTERFACE 2 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 GOUND m 0 Module Configuration NEW w 0 L) 0 0 N 0. U -J W z 0 W z z 0 0 CO 0 Q a 0 Q 0 0 fr CC W W ' W` W 400 COSTCO DR TUKWILA, WA 91406 0 J 0 LL W z 0 Cn tQ 0 0 0 r Ir I I I I I 1 I I GILBARCO D—BOX#1 (DATA)0 TYPICAL 1-8 DISP #1 1A 1B I I DISPENSER SIDE TYPICAL 9-16 DISP #9 (9AA((9�BB Y 'Y I I I I I I I I `r I' MINIMUM #12 AWG g 1 2 3 4 PUMPS 8 o z --- DISPENSER DISPENSER #1 DATA 0- 0 - CARD 0 - READER 0 - I I I DISPENSER SIDE I I TO EXISTING POWER PANEL (DISPENSER #1) GILBARCO D—BOX #2 (CRIND) 7) TYPICAL 1-8 GRIND #1 1A 19 1 1 CRIND SIDE I TYPICAL 9-16 GRIND #9 9A 99 49 I I I 1 CRIND SIDE I I #14 TWISTED PAIR PER MANUFACTURER'S SPECIFICATIONS TO SITE CONTROLLER l \•\•I DATA1-4(Output) I DATA 5-8 (Output) • I I I I J J DATA 1-4 (Input) DATA 5-8 (Input) ENLARGED VIEW (DATA) I I I I I I I I I I J O I I I I I I 1 L 1 1 L IVIL IVIL L 1 L 11 I I I I I I EXISTING ) POWER INTEGRITY SURGE PROTECTOR AND DATA DISCONNECT UNIT (DISPENSERS #1-8) 1 • #14 TWISTED PAIR PER MANUFACTURER'S SPECIFICATIONS TO SITE CONTROLLER Crind 1-4 (Output) Crind 5-8 (Output) \ bIo 010 010 0 1A 1B 2A 28 3A 38 M 48 0 010 010 010 0 M 60 M 6B 7A 78 M a0 co 1- 0 BYDEIY Y�II 6. QfA 18 2A 28 M JB M 48 T 910 01O 010 — I I Crind 1-4 (Input) I I I I I J J m Optional Expansion from Other Board M 68 M 68 1 7A 78 M M 0 010 00 0�0 O Cdnd 5-8 (Input) ENLARGED VIEW (CRIND) g. 0 TYPICAL GASOLINE DISPENSER FIELD WIRING TO EACH MODULE 0 5 a 0 r r r 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I (1)doo666o INIMUM 12 AWG DISPENSER 120V HOT DISPENSER NEUTRAL 1- o Z DISPENSER #9 1 2 3 4 PUMPS DATA 0- 0— CARD 0- - READER & - - - O 1 I I 1 1 I I I I I I 1 I I 1 I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I 1 I I I I I IL 1 1 L TO EXISTING POWER PANEL (DISPENSER #9) #14 TWISTED PAIR PER MANUFACTURER'S SPECIFICATIONS TO SITE CONTROLLER DATA 9-12 (Output) M 00 108 100 114110 124 17H 4 910 010 010 0 1 DATA 9-12 (Input) L__J I _—__J DATA 13-16 (Output) 0 010 oto 010 0 IM 160 141 140 •M 168 1M 1N 0 0 Optional Expansion to Other Board m 1- 131 WB 1M 118 1M 0168 10 C! 1M 0 010 0l0 DATA 13-16 (Input) ENLARGED VIEW (DATA) N m I- <67> NEW POWER INTEGRITY SURGE PROTECTOR AND DATA DISCONNECT UNIT (DISPENSERS #9 -16) KEY NOTES: 01 POWER INTEGRITY SUPPLIED TRANSFORMER. 02 DEDICATED RECEPTACLE CONTROLLED BY THE EXISTING ESO SWITCH SYSTEM. " REFER TO WIRING DIAGRAM, DETAIL -D ON SHEET E-2. O EXISTING GROUNDING LUG CONNECTION POINT. POWER INTEGRITY DISPENSER DATA DISCONNECTING BOX MUST BE GROUNDED IN ORDER TO PROVIDE THE PROPER PROTECTION. REFER TO THE MANUFACTURES RECOMMENDATIONS. PROVIDE #12, GREEN INSULATED GROUND WIRE. ® EXISTING CONDUIT AND CABLING TO REMAIN. O REMOVE EXISTING CONDUITS AND WIRES BETWEEN THE EXISTING DISTRIBUTION BOX AND DISPENSER CONTROLLER. PROVIDE NEW 3/4" CONDUIT WITH #14 TWISTED PAIR (PER MANUFACTURES RECOMMENDATION) FROM THE EXISTING DISTRIBUTION BOX AND DISPENSER CONTROLLER TO DATA DISCONNECT BOX. © POWER INTEGRITY DISPENSER DATA DISCONNECT BOX. O7 RE -WIRE EXISTING DATA AND CRIND AS SHOWN. 1 F #14 TWISTED PAIR PER ! ! MANUFACTURER'S SPECIFICATIONS I I I I b bto 010 010 O M B8 1M 168 11A 118 13A 12B TO SITE CONTROLLER Crind ind 9-12 (Output) Crind 13-16 (Output 0 010 010 010 0 1Mp81M148 IM 16®1M1N L - Dispenser Data Positive Shutdown Wiring Diagram E-4/ NOT TO SCALE: Crind 9-12 (Input) Optional Expansion from Other Board 0. 2 N 0 m F - 13A138 14A 148 15A 168 1M 188 0 010 010 010 0 Crind 13-16 (Input) — ENLARGED VIEW (CRIND) .31 0 o. d 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 I 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 TQ 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. OUTER BAG TO CONSOLE TO SENSOR/PROBE ZIP TIE CABLE JACKET TO BE SEALED INSIDE THE RESIN WIRE NUTS RESIN BAG CEcVeeder Root Splicing Detail —4 NOT TO SCALE: LL U) MASTER RELE N 0 0 0 0 N 0 z 0 < Z Designed OV/RGF LL 0 0 0 v v Y U a1 O V 0 (1) 0 v 72ND AVENUE SOUTH CN N N (D li J CN Li N 00 N 00 ,I LC J in Lo (f) 0 U Z Z Z LLI a J Z QZ W O IY z IJ V z > U[!) C5 z w LuJ /Z V Z W Job Number 0 oo 00 6) X RGUARDADO 0 N