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HomeMy WebLinkAboutST - 13100 48TH AVE S - PETERSON GAS STATION - STORAGE TANKSTANKS) UNDERGROUND STORAGE TANKS (UST) 1 ABOVE GROUND STORAGE TANKS (AST) 13100 48TH AVE S PARCEL NUMBER(S) 003000045 RELATED PERMIT NUMBER(S) 174-00 14 -UG -1001 d �Fa W Rda h Y ^^—+—«44a� ^ R i F* kkJ $ ^^•.*. *SSR' i "se rag mit !AP MODIFIED DRIVE 48TH AVE S 7/ 86'-3" S41°45'43'W 1399.73' (MEAS.) EX, DRIVE 32.9' D/W -- -� 45'-0" 19'-5" MODIFIED DRIVE 1932 1st Avenue, Suite 307 Seattle, WA 98101 TEL. 206.770.7779 .stantec.com C U D O OO '00 N 0 • N 6 0 h O C N O C O O p 0 h E °p N O 0 Q� o 0 - ° R O 0 L O O ▪ b - O -p - • c• E 0 C .!'1) 0 0 npn C 0 j 0 .n L c O m O o ` 0 U -p U 2 N N N D PROP. LI ENsZ EXIT ON Y SIGN T PGF2 LLI a NEW YARD LIGHT, (TYP. OF 6). SEE DETAIL 1/E2 ELEC.'DWG N LANDSCAPE L. o I EX. DRIVE PROP T INE 0 0 00 0 N O 0 0 0, 0 m 0 Q. ENTER ONLY SIGN TYP OF 2 0 U ca NEW SIDEWALK & ACCESSIBLE RAMP NEW EMERGENCY SHUT-OFF SWITCH NEW DEF FILL BOX AND TRANSITION SIAP O NEW VENT RISERS AND OVERFILL ALARM LU z Q z J_ LLJ LL ›- 0 Q LL T/) 0 0 co co W z (N) EQUIPMENT SHED, SEE DET. 9/FS0.1 & STRUCTURAL DWGS. FOOTPRINT OF EXISTING BUILDING TO BE REMOVED ISSUED FOR FIRE ISSUED FOR CONSTRUCTION ISSUED FOR BID N 0 co 0 0 0 M 0 O CC 0 FUELING ISLAND WITH DISPENSER. SEE ELEVATIONS UNDERGROUND FUEL STORAGE TANK FUEL pdLUI SCALE 1:20 NORTH ADJACENT - TRUCK STOP PROPERTY AL 6'-0" T.O. FENCE 2X6 CAP (1) LAYER OF 1 /2" HARDI BOARD HORIZONTAL SIDING ON (1) LAYER 1/2" MARINE GRADE PLYWOOD, PRIME & PAINT ENTIRE FENCE TO MATCH UTILITY BUILDING. TOP 25-0" _.J PLAN BARRIER MATERIAL SHALL BE CONTINUOUS. ALL GAPS OR JOINTS SHALL BE SEALED W/ ACOUSTICAL CAULKING 4X4 P.T. POSTS AT 44010.C. 4X4 P.T. AT TOP & BOTTOM O 2 i PROPOSED 25' LOT LINE ADJUSTMENT IN PROCESS NEW TRASH ENCLOSURE, SEE DET. 1 /FS0.1 TANK & PIPE RECONFIGURATION DESIGN REVIEW 0 BOTTOM =1111;1. MAXIMUM OF 1" GAP ALLOWED FOR DRAINAGE 1=1 1 17 ''S AFF RAMP (E) WSDOT FENCE L J �18" MIN 1, FOOTING 4M:111,3141 IMEA EnEEM D 4LMd 2 NTS Intexuttian: vitaP'Oclee'�. : hI ill i, 1' rn C'Y;M H uw�:r.; LOT SIZE: 41,315 SF IMPERVIOUS SURFACE: 35,119 SF = 85% ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL LEGAL DESCRIPTION: FOSTER STEPHEN -D C # 38 CYRUS C LEWIS DC #37 POR SD DC #38 & POR DC #37 IN SECS 11-14 & 15-23-04 DAF - BEG AT CONCRETE MON AT NXN OF C/L OF SEA TRANS LN R/W WITH C/L OF 48TH AVE SO AF #6313596 TH N 41-45-35 E ALG SD C/L 270 FT TH S 48-14-25 E 25 FT TO SELY MGN OF SD AVE & TPOB TH CONT S 48-14-25 E 144.98 FT TO NWLY MGN OF PSH NO 1 TH N 52-46-36 E ALG SD NWLY MGN 268.65 FT TH N 48-14-25 W 196.32 FT TO SELY MGN SD AVE TH S 41-45-35 W 263.70 FT TO TPOB TOTAL OF 1.033 AC M/L PROJECT DESCRIPTION 1. INSTALL (N) DIESEL FUEL/DIESEL EXHAUST FLUID (DEF) TANK AND DISPENSING SYSTEM 2. (N) EQUIPMENT SHED 3. (N) FUELING CANOPY 4. (N) NOISE BARRIER 5. ELECTRICAL PORTION OF PROJECT WILL BE A DEFERRED SUBMITTAL SUBJECT SITE PARCEL NUMBER: 000300-0045 OCCUPANCY U - EQUIPMENT SHED WEI@0 1U1U E NT5 BUILDING AREA 128 S.F. SHED; 3,300 S.F. CANOPY DRAWING INDEX FSO COVER SHEET & SITE PLAN FS0.1 SITE DETAILS, UTILITY SHED, & T.E. ELEVATIONS -- FS1 PIPING PLAN FS2 -NOTES AND SPECIFICATIONS FS3 NOTES AND SPECIFICATIONS FS4 PIPING AND CONDUIT SCHEMATICS FS5A TANK DETAILS FS5B TANK DETAILS FS6 DISPENSER & PIPING DETAILS FS7 VEEDER ROOT MONITORING FS8 VEEDER ROOT MONITORING FS9 CANOPY ELEVATIONS C1 PAVING PLAN C2 EROSION CONTROL PLAN C3 GRADING & DRAINAGE PLAN C4 UTILITY PLAN C5 CIVIL DETAILS C6 CIVIL DETAILS C7 CIVIL DETAILS & NOTES El LEGEND NOTES & INDEX E2 SITE ELECTRICAL PLAN E3 CANOPY & DISPENSERS E4 DIAGRAM AND SCHEDULE E5 ELECTRICAL DETAILS E6 LIGHTING ENERGY CODE TRUCK FUELING ISLAND 13100 48th Ave S - Tukwila, WA 98168 COVER SHEET 4 SITE PLAN Permit -Seal A"Y'M. SEMLIN ATE OF WASHINGTON L1 PRELIMINARY PLANTING PLAN L2.1 IRRIGATION PLANS S-001 STRUCTURAL NOTES S-002 STRUCTURAL BUILDING PLAN S-003 STRUCTURAL DETAILS S-004 STRUCTURAL DETAILS Project Number: 2007833019 File Name: CS1 CS2 CANOPY STRUCTURAL NOTES & PLAN CANOPY STRUCTURAL DETAILS Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. FSQ Revision Sheet RIGINAL SHEET - ARCH D 13100 48 AVE S 14 -UG -1001 of 31 CA 0 u_ CDc 0 �d c a. 0c - o >m- U0 0 m N 23'-0" 21'-8' CLEAR 19'-8' 6" HIGH X 12" DEEP CONCRETE CURB r /ry ! I� / / / / / / / / / / //////////////////////////// ///////////////////// SATE POST TO BE SET IN FOOTING - TYP. ORIGINAL SHEET - ARCH D 45°(TYP.) EXPANSION JOINT CONTROL JOINTS (TYP) ✓ 8 X 8 X 16 (NOM.) GMU (PAINTED) / / 6" HIGH // CONCRETE GU / / / / O LINE OF FOOTING BELOW PER X 12" WIDE RB HINGE\ �/ l i HIN6C\ n HINGE\ I HINS 7 z 11 SCALE 1/4"=1'-0" 6" THICK GONGRtit SLAB, AND ENCLOSURE APRON N/ "FIBERMESH", 4 #4 ® 12" E.W. DRILL SLAB TO RECEIVE CANE BOLTS. (3) LOGATIONS FOR OPEN POSITION, AS FAR AS SITE CONDITION WILL ALLOW. (1) LOCATION FOR "INACTIVE" LEAF OF PAIRED GATE, A5 INDICATED. LaE IRMICDOURIA 1P11401 TS 6X3X3/16 SATE POST- TYP. OF 3 PROVIDE GAP WELDED TO POST TS 3X3X13 6A. SATE FRAME- PROVIDE GAP WELDED TO 3X3 T53x3x 136A TS3x3x13GA T53x3x13&A T53x3x136A ,-LATCH-SEE DETAIL: I TS3x3x13GA CANE BOLTS (TYP EA. LEAF)-- T53x3x135A T53x3x 136A TS3x3x13GA T53x3x136A T53x3x136A M r%) T53x3xI3GA TS3x3x13GA J 3" EQ. l -\--- "-I/2" EQ. EQ. NIP'S IM. -1/2" EQ. L 21 -8" 1.5"X18"X24" DEEP FOOTING AT FREE-STANDING 6X3X3/16 POST 'TRIM G EdMJi 1A WLi ©E SCALE I/4"=1' -O" 1/2" MIN. 8" C.M.U. I / ROUGHENED SURFACE #4©2" 1 1/2" CLR. 0 J CONCRETE GROUT CAP (3) #4 HORIZONTAL BOND BEAM (AT TOP, MIDPOINT, AND 1ST COURSE) #4 VERTICAL © 24" 0.0. SOLID GROUT ALL CELLS 6" HIGH X 12" DEEP CONCRETE CURB PROVIDE SLIP SHEET BETWEEN TOP OF FOOTING AND CONC. SLAB (30# FELT OR SIMILAR 4 somommodommom ate• .aQ. • 4 .Q 4 • / A d • %%?i�// ?//%j\, 2' 2'-2" c J U 4.RLM ARM,102g12EA TI0 1 SCALE 3/4"=11-0" 3/4"0 x 2" PIPE PIPE SLEEVE WELD TO 3X3 FRAME z LL 1 /2"�» FINISH FLOOR 6"X6"X1/4" PLATE 2 1/2" #4 3/4" DIAM. STL. BAR W/4" LONG HANDLE WELDED TO BAR FACE OF MTL. DOOR FRAME OR GATE POST ELM113@X SCALE 3/4"=1'-0" NORTH (2) #4 VERT. REBAR #4 © 24" 0.0. TS 6X3X3/16 POST W/ 5/8"0X6" LONG HEADED STUDS WELDED TO POST 2'-0" 0.C. (3 REQ'D EA. POST) 1/16 12 © 6" TYP. TS 3X3X13 GA. GATE FRAME 20 GA, METAL 0La4 PANEL SCALE 3/4"=1'-0" 2'-0" CANE BOLTS 43" X 3" 2 f-1.0 UJ w o > Q 0- w In MINI }1 `r /~ 4I v /EQ. Q / 6- 1 4 3" X 3" PLATE 3/4" X 3" X 24" L 3" X 3" FINISH SLAB L HOLE DRILLED IN CONCRETE SLAB C�LaC 13©153 cagtirmul SCALE 3/4"=11-0" A.0 PAVING OR CONC. PAVING WITH ISOLATION JOINT, AS OCCURS CONCRETE CURB. MATCH EXISTING CURB COLOR WHEN REQ'D BUILDING AS OCCURS. 1/4" TOOLED EDGES (TYP.) (2) #3 BARS, CONT. DOWEL INTO EXISTING CURB WHERE OCCURS NOTE: 1. EXPANSION JOINTS © 30'-0" O.C. MAX. AND CONTROL JOINTS © 1O'-0" O.C. MAX. APPLY A "TACK COAT" OF ASPHALT TO VERTICAL FACE OF ALL CURBS, GUTTERS AND STRUCTURES BELOW THE PAVING SURFACE. ggIRH3 21A@VE0R1 SCALE N.T.S. OS 1% MIN. 2% MAX. 4" THK. CONC SIDEWALK TOOLED SCORE LINE 1/4" TOOLED EDGE (TYP.) er. z 2 #3 BAR CONT. NOTES: 1. EXPANSION JOINTS ® 30'-0" MAX. 2. CONTROL JOINTS © 1O'-0" MAX. o MIENIME 21EC UUM (o) SCALE N.T.S. #4 REBAR AT 18" 0.C. CONCRETE SLAB CLASS II AGGREGATE BASE COMPACTED TO MINIMUM 95% RELATIVE COMPACTION. SCARIFY & RECOMPACT TOP OF SUB—GRADE TO A MIN. OF 95% RELATIVE _7LNEFRULME OR@TI0 1 SCALE N.T.S. MO W o M4�d0r 7 SCALE 1/4"=1'-0" NOTE: REFER TO STRUCTURAL DRAWINGS FOR DETAILS, FRAMING, AND FOUNDATION PLAN. C d00 PILO 1 6-0" =9 O 21N SCALE I/4"=1' -O" La�4IMEWI400[j 8'.011 7'-6" TOP PLATE 251/B47Yoff NORTH (3: CDIIICEUX02@lgUir RAWGYTICE COMPOSITION ROOFING HARDIE-PLANK SIDING 1T_p SCALE 1/4"=1'-O" MI MET ELAWLa4U©R] U M D2 N c Z a 0O 'o CL c 1 .92 LuU Permit -Seal 10427 TRUCK FUELING ISLAND 1932 1st Avenue, Suite 307 Seattle, WA 98101 13100 48th Ave S - Tukwila, WA 98168 AYM. SEMLIN' STATE: OF WASIINQTON' TEL. 206.770.7779 ISSUED FOR FIRE .stantec.com CO O CO C/) U N V ISSUED FOR CONSTRUCTION N 0 cn In 0 ISSUED FOR BID N 0 00 O r m m o 0 co co z 0 0 CO3i TANK & PIPE RECONFIGURATION REVISED PER CLIENT DESIGN REVIEW SITE DETAILS, UTILITY Sl -IED, 4 T.E. ELEVATIONS O U 0 a 4) •• c U a N 22 `c4 ) U U O 0 a> 6 t m8 zG O L o = C O U E O).0 N O _a T Do O a a) O a) � o 0 0 v Cl. a O q 0 .N Project Number: 2007833019 File Name: Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. FS0.1 Revision Sheet l S/oe ;( , 4-e S /V—(, of 31 v U_ O rn L_c v aria) U d> - 7 = 0 O M r` coo O N�. •- > > U 0� oCNed- >N 2"DEF - - - 2"DEF - 2"DEF - DIESEL KEY NOTES 1. 2 HOSE 2 PRODUCT ONE SIDED MASTER DIESEL WITH DEF, DISPENSER. 2. 2 HOSE 2 SIDED MASTER/SATELITE DIESEL DISPENSER (TYP. 3). 3. 2 HOSE 2 SIDED MASTER/SATELITE DIESEL WITH DEF DISPENSER. 4. ONE SIDED SATELLITE DIESEL DISPENSER. 5. 3" FRP PRODUCT PIPING W/ 4" SECONDARY CONTAINMENT. SLOPE PER DRAWINGS TO TANK OR MONITORED PIPING TRANSITION SUMP. 6. 2" FRP PRODUCT PIPING IN/ 3" SECONDARY CONTAINMENT. SLOPE PER DWGS TO TANK OR MONITORED TRANSITION SUMP. 7. 25,000 GAL. DUAL COMPARTMENT (17,000/8,000 GAL) FIBERGLASS DOUBLE WALL UNDERGROUND STORAGE TANK 10' DIAMETER. 8. CONCRETE TANK SLAB. 9. POST MOUNTED EMERGENCY PUMP SHUT-OFF SWITCH LOCATION, AT LEAST 20' BUT NOT MORE THAN 100' FROM DISPENSERS. 10. TANK OVERFILL ALARM AND ACKNOWLEDGEMENT SWITCH MUST BE VISIBLE FROM TANK FILL LOCATION. 11. TLS -350 MONITORING PANEL. LOCATE IN CLIMATE CONTROLLED UTILITY BLDG. 12. 4'x12'x13" ISLAND W/ 6' RADIUS ENDS (TYP. 6). 13. SINGLE WALLED UDC (TYP. 6). 14. VENT RISER (TYP. 3) - SEE DETAILS SHEET FS6. 15. 3" FRP VENT PIPING. SLOPE BACK TO TANK 1% (MIN.) 16. FIRE EXTINGUISHERS MOUNTED TO CANOPY COLUMNS. 17. HORSE SHOE BALLARD (TYP. 12) 18. DEF REMOTE FILL BOX. 19. DEF FILL PIPE TRANSITION SUMP. 20. 2" FRP PIPING W/ 3" SECONDARY CONTAINMENT - DEF FILL PIPING. SLOPE TO TANK 1% MIN. 21. POST BALLARD (TYP. 6) 22. 25,000 GAL FIBERGLASS DOUBLE WALL UNDERGROUND STORAGE TANK 10'0. 23. VARIABLE FREQUENCY CONTROLLERS (TYP 2) FOR DIESEL SUBMERSIBLE PUMPS. PROGRAM CONTROLLERS TO ALTERNATE BETWEEN PUMPS, PULLING FROM THE TANK WITH THE HIGHEST LIQUID LEVEL. 24. DISPENSER HOOK ISOLATION_(DHI) BOXES (TYP 2). 25. MANIFOLD DIESEL PUMP DISCHARGE PIPING TOGETHER INSIDE OF MONITORED TANK SUMP. LEGEND (M) MASTER DISPENSER (S) SATELLITE DISPENSER DEF DIESEL EXHAUST FLUID - D - DIESEL PRODUCT PIPING -DEF- DEF PRODUCT PIPING - V - VENT PIPING UDC UNDER DISPENSER CONTAINMENT 0 owco c Permit -Seal NORTH TRUCK FUELING ISLAND 1932 1st Avenue, Suite 307 A'V M. SEM .IN `1 STATE OF WASHINGTON" Seattle, WA 98101 13100 48th Ave S - Tukwila, WA 98168 206.770.7779 .stantec.com t} O O m 0 0 O 0 .71 0 0 CO a] 0 0 ISSUED FOR FIRE '("71 ro 0 CO V) 0 m 0 TANK & PIPE RECONFIGURATION ISSUED FOR CONSTRUCTION 0 0 0 0 m N 0 1- z w 0 w a_ 0 0) CC Project Number: 2007833019 File Name: N ISSUED FOR BID z a: 0 DESIGN REVIEW FFFfNG FLAN papa l@ pdLaM] SCALE I/8" = I'-0" ORIGINAL SHEET - ARCH D Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. F S 1 Revision Sheet I3/00 47,4_,S - /9-46 -/vol - of 31 0 0 co 0 N 1.0 Reference to General Contractor and/or Subcontractor is denoted by Contractor. 2.0 Contractor shall be responsible to completely familiarize itself with existing site conditions and all applicable federal, state and local laws, codes and regulations. All work and materials shall be in accordance with these regulations. If there is a conflict within these documents or between these documents and site conditions and/or applicable laws, codes or regulations, the Contractor is responsible to inform the Construction Manager prior to bid. No allowance will be made for his failure to do so. 3.0 Contractor shall handle and install all items per manufacturers instructions, these drawings, and all laws, codes and regulations. 4.0 Contractor shall not deviate from materials or products specified unless through mutual agreement with the Construction Manager. Approval must be IN WRITING, signed by the Construction Manager, and submitted in the project close out folder as outlined in Sec. K. Substitute materials shall be described, specifying any difference in cost and performance. Only new materials shall be used. Contractor shall be certified for the installation of all equipment and materials contained in this project. 5.0 Contractor shall secure all required permits prior to commencing work. See bid documents for list of permits that the owner will pay directly. Contractor to pay fees for all remaining permits and inspections not included on the list. Contractor shall coordinate all inspections required to complete this project. 6.0 All existing items, except those that are to be removed and junked, shall be protected by the Contractor. Contractor shall replace any and all items that are removed or damaged during the course of his work, to the same or better condition, at Contractor expense. Consult bid documents for list of equipment that will be salvaged. 7.0 Contractor is responsible for blue staking the excavation areas and locating all underground utilities. 8.0 These plans are schematic only. General scope is defined, however the owner reserves the right to alter or expand the scope of work. The owner will direct and pay for any additional work under separate contract or change order. 9.0 Contractor to warranty all workmanship and Contractor supplied material for 1 year, with the exception of the underground storage tank installation. The owner shall perform a 10 month warranty inspection to evaluate Contractor performance and quality of workmanship. Contractor must complete all punch list items identified during this 10 month inspection. The underground storage tank installation shall be warranteed as outlined in section D-7.9. 10.0 Contractor shall keep the site free of waste and rubbish at all times. Contractor SHALL HAVE THE WORK AREA PROFESSIONALLY CLEANED THE DAY BEFORE THE OWNER's FINAL PROJECT INSPECTION. 11.0 Contractor to provide 6' chain link security fencing and barricades during all construction phases, or as directed by the Construction Manager. 12.0 When an installation is made at an existing store, the Contractor is to schedule and perform his work so as not to interfere with the normal C -store operations. All debris, excess excavation materials, machinery and equipment to be removed and maintained clear of the driveways that are in use each day and lighted barricades shall be provided for the publics protection. When it becomes necessary to close a driveway for more than 24 hours, the Contractor will provide temporary travel service for traffic. Contractor TO PROVIDE A "OPEN" SIGN AT THE START OF GASOLINE WORK, per the owners Construction Manager's instructions. 13.0 Contractor to keep on site Material Safety Data sheets (MSDS) for chemical compounds regulated through USEPA that will be used on-site or has the potential for human contact. (i.e., Gasoline, Dry Ice, Solvents, Glues, etc.) 14.0 Contractor shall place the highest priority on safety and health during the progress of work performed at the location. It shall be the responsibility of the Contractor to provide and maintain a safe working environment for its employees during the progress of work and to protect the health and safety of Contractor's agents, subcontractors, the public and any third parties. All tools, materials, equipment, facilities and other items used by the Contractor and practices employed by the Contractor in accomplishing the work are considered to be part of the working environment. 15.0 While on site and during working hours, Contractor's personnel must wear shirts, long pants, hard hats when required, and acceptable foot wear per OSHA, regulations. 16.0 Contractor must provide adequate provisions to mitigate rain damage and delays (i.e. pumps, tarps, etc.). 17.0 Contractor is responsible for coordinating, receiving and unloading all owner supplied equipment delivered to Contractor's warehouse, or job site. The securing of equipment remains the Contractor's responsibility until the final project retainage is paid. Contractor to distribute all receiving documents to the Construction Manager. If the Construction Manager is not notified one week prior to the start of construction, the replacement of any missing equipment will be the responsibility of the Contractor. 18.0 Contractor to provide all materials not listed on the equipment list on page 4 of these drawings, but required for a complete job. 19.0 Contractor is to schedule all subcontractors, including those contracted directly with the owner. The owner will provide list of subcontractors, contacts and phone numbers, that have contracts directly with the owner. 20.0 A copy of the specifications and drawings, along with approved site plan, (w/as-built notations) shall be on site at all times. 21.0 Contractor is responsible for all product in tanks and in lines until location opens or reopens for gasoline business. Any product loss during construction shall be the responsibility of the Contractor. Prior to project acceptance, the owner shall reconcile inventory by comparing product in tanks and lines to amount delivered. Shortages shall be billed to Contractor at full retail price. 22.0 The Contractor shall indemnify, defend and hold harmless the owner from any and all claims for damages, loss, or injury of any nature received from or sustained by the general contractor, subcontractor, their employees or agents resulting from the performance of his work under this contract. B. REMOVAL & DISPOSAL OF EXISTING TANKS (when required) 1 The owner will coordinate the removal of gasoline product in each existing tank prior to the start of this project to within 3"-7" from the bottom of each tank. Only tank manufacturer's trained and certified personnel using equipment and procedures specified by the tank manufacturer and following all governing rules and regulations shall be permitted to enter a tank. 1.0 Disconnect all power to dispensers and tank top equipment. 2.0 Evacuate product from tanks and lines: 2.1 For Submersible Turbine Pump (STP) system, drain the product lines into tank by removing STP check valve and opening safety valve test ports. Disconnect the flex piping at the STP and drain the remaining product into an approved container. 2.2 For suction system, disconnect the product lines from tank or low point and drain into an approved container. Product removed from lines becomes property of Contractor and may be used as motor fuel. 2.3 Contractor is responsible for the removal of the liquid residue at the tank bottoms and/or "Cleaning/Rinsing" of the tanks, where required. This must be accomplished on-site prior to tank removal. Contractor shall use an owner approved company to perform this work. The recovered material and rinsate shall be managed according to Local, State and Federal codes and regulations. The material must be taken to a facility that is approved by the owner. The Construction Manager MUST sign all waste manifests. See bid documents for a list of these approved sites and companies. 2.4 Contractor is responsible for the proper transportation and disposal of all old tanks that are removed as part of this project. Contractor must provide proof of proper transportation and disposal at an approved facility in the form of a signed certificate or affidavit of proper disposal from the tank disposal facility ( "Death Certificate"). This certificate must be included in the project close out folder as outlined in section K-1.0 Consult bid documents or The Construction Manager for specific local information regarding this issue. 3.0 When determined safe by the The Construction Manager and local inspector, if present, degas tank to less than 10% of the Lower Explosion Limit (LEL) by inserting vapors by adding a minimum of 1.5 lbs of dry ice per 100 gallons of tank capacity or other approved method allowed by local code with written approval from the The Construction Manager. 4.0 Excavate to tank top, remove all tank appurtenances, plug all openings, remove tanks and place in a secure location. 5.0 Remove remaining product and vent piping from site at earliest time possible, if required. 6.0 For in -ground heating and used oil tanks, follow B-2.3 through B-5.0. as applicable. Some jurisdictions may have classified used oil as hazardous waste and must be managed as such (See B-2.3) 7.0 A separate contract will be executed with an environmental consultant to perform an environmental site assessment. The Construction Manager and/or Consultant shall inspect open excavation for evidence of a hydrocarbon release. Any soil disposal required will be handled on a separate contract or change order. 1.0 Contractor shall follow all OSHA specifications and regulations, all Federal, State and Local codes and regulations and the tank manufacturer's installation manual regarding excavation. 2.0 Excavation shall be sized per tank manufacturer's guidelines. Pipeline trenching shall be per pipeline manufacturer's guidelines 3.0 The owner reserves the right to design and/or construct shoring under an amended agreement with Contractor or separately with another company. If the owner engages Contractor, Contractor shall submit shoring design to the Construction Manager for approval. Supplemental job scope and cost shall be agreed to in terms of a contract change order prior to commencing work. Shoring shall be removed prior to installing product piping unless approved by the Construction Manager to abandon in place. 4.0 Unstable soils may be required to have a filter fabric excavation liner. Consult bid documents or The Construction Manager for specific information regarding this issue. 5.0 Minimize surface water entering excavations by constructing diversion dams around tankfield excavation and piping trenches. 6.0 A contingency plan shall be developed with -The Construction Manager outlining emergency procedures for obtaining the necessary equipment and/or personnel to handle unexpected water entry into the tank field excavation or piping trenches. When water may contain hydrocarbons, consult the owner Construction Manager prior to removing it from site. 1.0 Contractor shall coordinate delivery date of tanks with the manufacturer, The Construction Manager, and the project schedule. 2.0 Tank manufacturer's installation procedure shall be followed, and the installation checklist shall be initialed/signed by Contractor and the Construction Manager, as appropriate, as each step is completed. 3.0 An underground equipment installation affidavit shall be filled out by Contractor and submitted to the Construction Manager in bound project close out folder (see section K). 4.0 Lifting equipment shall be adequate to handle tank without dragging. Use all lifting lugs and guidelines when lifting tanks. Rest tanks on smooth and debris free ground. Chock tanks to prevent rolling and tie them down if high winds are expected. Use minimum 1/2" diameter nylon or hemp rope over tank and tie to wooden stakes of adequate size to prevent tanks from being moved by high winds. DO NOT DRAG, ROLL, OR IMPACT TANKS. 5.0 Tank shall be placed according to the tank manufacturer's installation manual and the tank drawings. Please note that if the soil is unstable, the standards may be increased. Distance between tanks shall be governed by Manufacturer's or State and Local requirements whichever is greater. 6.0 PRE -INSTALLATION TANK TESTING. 6.1 The Construction Manager shall witness pre -installation tank testing. 6.2 Contractor shall notify The Construction Manager two working days prior to testing and tank installation. 6.3 Tanks are to be set level and backfilled to top of tank the same day as testing. 6.4 Contractor to provide tank test manifold per manufacturer's instructions and specifications. a) Contractor to furnish air pressure gauge with a maximum full scale reading of 15 psig with 1/4 or 1/10 psig increments. Pressure gauge to be in good repair and have a calibration date within 30 days of use. Pressure gauges damaged or out of calibration will not be permitted. b) The pressure relief valve on the test manifold must be rated at 6 psig to reduce the risk of over pressurizing the tank. 6.5 Testing the Primary (Internal) Tank a) Connect the test manifold to an available service fitting. Check each remaining service fitting to ensure tank service fittings are properly seated, adequately doped, plugged, and tightened. b) Pressurize the primary tank to 5 psig, add or remove air as necessary and allow the pressure to stabilize. Close the valve on the test manifold air supply line. c) Monitor the pressure for 1 hour. Soap test (using high foaming test solution - seam test solution manufactured by Wintin Products, Charlotte, NC, Amway Loc Soap, or approved equal) all service fitting, manways and plugs. Watch for active air bubbles which indicate a leak. a) Connect the test manifold to an available service fitting. Check each remaining service fitting to ensure tank service fittings are properly seated, adequately doped, plugged, and tightened. 6.6 Testing the Secondary (External) Tank a) Maintain pressure on the primary tank. Plug all open fittings on the secondary tank. b) c) d) e) f) 7.0 INSTALLATION Free the hose from the service fitting by cutting the nylon safety tie. Insert the hose into the quick disconnect check valve. This will allow air to transfer from the primary to the secondary tank. Pressurize the 5 psig. Add or remove air via the supply valve as needed and allow pressure to stabilize. Close the valve on the test manifold to the air supply line. Do not use an air compressor to pressurize the secondary tank. Monitor the pressure for 1 hour, soap the entire exterior of the tank and watch for active air bubbles which indicate a leak. When the test is complete, slowly release air pressure from the tank by disconnecting the supply line and opening the supply valve on the test manifold. When air flow from the supply valve stops, remove the test manifold. 7.1 Installing contractor shall be certified by tank manufacturer on proper tank installation procedures. 7.2 Bedding and backfill material shall be well washed and free of ice and snow and meet ASTM D-448. ASTM C-33 and AASHTO M-43 for quality and soundness. Contractor shall provide sieve analysis acceptable to The Construction Manager. The tank warranty is automatically voided if material other than the following approved bed and backfill materials are employed without prior written approval from the tank manufacturer. 7.2.1 Pea gravel with particle size not less than 1/8" or more than 3/4" diameter with no more than 5% passing a No. 8 sieve. 7.2.2 Crushed stone with particle size not less than 1/8" or more than 1/2" diameter with no more than 5% passing a No. 8 sieve. 7.3 STANDARD INSTALLATION: PROCEDURE - DRY HOLE: 7.3.1 Place minimum 12" bedding material smooth and level over excavation floor. TANK TO BE SET LEVEL. 7.3.2 Set tanks level on bedding material. Use all lifting lugs provided and guide ropes at each tank end. Do not set tanks directly on deadmen or concrete slab if used. Measure tank diameter. 7.3.3 Place 12" backfill material evenly around tanks. Use WOODEN dowel probe to work backfill completely under tank between ribs and under endcaps. Use extreme care in backfilling beneath tank bottom, between ribs and under end caps to provide a solid support free of voids. It is extremely important that care be exercised in the backfilling of the tanks up to two feet in depth from the tank bottom as tank failures have resulted where voids were evident under the tanks. Good compaction and support for the tank can be obtained by shaping the gravel with a shovel all around the perimeter of each tank. 7.3.4 Repeat D-7.3.3 for next 12", probing to fill all voids at the critical 5 to 7 o'clock support areas of the tank (see drawing 5.) 7.3.5 Freely add additional backfill to tank tops. (Additional probing not required.) Measure tank diameter. 7.4 INSTALLATION PROCEDURE - WET HOLE 7.4.1 The following procedure shall apply where high water table is evident or where a future water condition is anticipated. 7.4.2 Water level should be maintained at the lowest practical level during installation. A sump and pump or a system of well points and pumps is the recommended method to minimize water level in the hole. It is recommended that an experienced dewatering Contractor be employed to dewater the excavation. The type of system required will depend on the water flow rate into the hole. The hole bottom should be level and free of rocks and debris. 7.4.3 Provide a minimum 12" thick pea gravel bed at bottom of hole. Pea gravel must be graded smooth, compacted and level to receive tanks. Carefully place tanks on pea gravel bed. TANK IS TO BE SET LEVEL. 7.4.4 BALLASTING: 7.4.4.1 If water is required to sink tanks in high water table condition, the manufacturer's tank installation instructions must be adhered to exactly. 7.4.4.2Water within the tank cannot be at a higher level than the outside ground water. If water is required to make tank installation, the contractor will be responsible to make arrangements for and pay for all water used. 7.4.4.3Ballast tanks using potable water. Remove water ONLY after tank slab is cured. Consult The Construction Manager for proper disposal of water removed from tank. 7.4.5 While leveling tanks, insure that minimum distance of 2'-0" between tanks is maintained. When anchoring, place straps over tanks and follow procedure as outlined hereinafter. 7.4.6 Tanks must be anchored with deadman on all wet hole installations. Anchoring shall be done in accordance with the tank manufacturer's installation instructions. 7.4.7 Use performed fiberglass hold down straps furnished by tank fabricator on top of designated ribs. Do not use straps or cables against the tank shell between ribs. Attach hold down strap to anchor points with 1/2" dia. 6x19 plow steel wire rope loops using at least three cable clamps. All straps should be tightened with turnbuckles to give snug fit of straps to tank rib. Turnbuckle dia. to be 1 1/2" hook type or 3/4" type. One tank at a time shall be set on pea gravel and securely anchored and tightened with the anchoring straps. 7.4.8 MOTOR FUEL BALLASTING: (ALTERNATE) 7.4.8.1 Motor fuel shall only be used when approved by the owner Construction Manager. 7.4.8.2Contractor shall maintain product accountability by performing daily stick readings as a precaution against leaks. Contractor shall immediately notify the owner Construction Manager in the event of a loss and shall be responsible for all consequential damages, including, but not limited to, environmental damages. 7.4.8.3Prior to project acceptance, The Construction Manager shall reconcile inventory by comparing product in tanks and lines to amount delivered. Shortages shall be billed to Contractor at full retail market price. 7.5 Riser Coating and Wrapping: Prior to completion of backfill and after pressure testing tank coat all corrodible components exposed to backfill with coal tar epoxy, "kloppers" bitumastic, and wrap with felt or 3m tape. All components shall be clean and corrosion free before applying coating. Extend coating 3" onto adjacent FRP components. 7.6 The Contractor accepts full responsibility for proper handling and installation of the fiberglass underground storage tanks and shall ensure that good workmanship practices and construction procedures are followed regardless of the inclusion or omissions of any applicable suggestions in these instructions. 7.7 Unknown situations or conditions not covered in these and the manufacturer's instructions are the responsibility of the Contractor, Manufacturer's Specialists are available for consultation. The presence of the Manufacturer's Observer at any installation site does not relieve the Contractor of his responsibility for the proper installation of the tanks. 7.8 Fiberglass underground tanks and lines must be installed according to these instructions, the manufacturer's instructions, N.F.P.A. 30, NEC and all state and local applicable codes. Failure to follow these installation instructions will void the warranty and will result in tank and/or line failure. Proper installation of fiberglass underground storage tanks and lines will prevent tank and line damage and will ensure long-term corrosion - proof service. 7.9 Tank settlement, tank distortion, or movement in concrete cover slab cannot be tolerated and if specified materials are used and specified procedures are followed, no installation failure should occur. Therefore, if any movement, settlement or distortion occurs, it will be presumed the Contractor has not followed the specified instructions and procedures. Contractor shall immediately undertake at his sole expense, any necessary corrective measures as may be approved by the owner up to and including complete removal and resetting of all underground tankage at the site. If it is determined that movement, settlement or distortion have been caused by factors beyond the Contractor's control, the cost of remedial measures will be borne by others. Through acceptance of the General Contract, the Contractor does hereby agree to guarantee the underground storage tank installation against failure, as outlined herein above for a period of five (5) years from the date of final acceptance. 1.0 Pipe manufacturer's installation checklist shall be initialed and signed by Contractor and The Construction Manager, as appropriate. 2.0 All material, workmanship and installation practices shall be in accordance with NFPA 30 & 30A, and all other applicable codes. 3.0 MATERIALS: 3.1 All vent and vapor return primary product and secondary containment lines shall be FRP Smith Fiberglass "Red Thread II -A" (with DS8000 series adhesives) or FRP Ameron "Dualay 3000L" with alcohol fittings and A2OLT adhesives. DO NOT MIX MANUFACTURER'S MATERIALS. 3.2 Tank risers shall be Schedule 40 (ASTM -A-53) black steel pipe. Fittings shall be 300 psi black steel pipe. All pipe and fittings exposed to backfill material (including extractor base) shall be treated by coating with "Kloppers' bitumastic or coal tar epoxy and wrapping with felt or 3M tape. All treated parts shall be clean and corrosion free prior to applying coating. no galvinized piping shall be used for diesel fuel systems. 3.3 All NPT threaded connections shall be treated with "Seals Pipe" as manufactured by Permatex, "PST 567" as manufactured by Locktite, or "The Heavyweight" as manufactured by Jomar. 3.4 Contractor shall demonstrate to The Construction Manager that all installed materials are new and conform to above specifications. 3.5 all metal piping for diesel exhaust fluid (DEF) system shall be 304 stainless steel. non metallic piping shall be tested by the MFR, and approved use with DEF 4.0 INSTALLATIONS: 4.1 Installing contractor shall be certified by piping manufacturer. 4.2 Bedding and backfill material shall be same as the tankfield, Product line trench sub -grade shall be compacted to 90% proctor density prior to installing bedding and backfill material. 4.3 Product lines shall slope continuously upward from STP sump a minimum of 1/8" per ft. Stage 11 vapor recovery lines shall slope continuously upward from vapor manifold a minimum of 1/8" per ft. Stage II lines will be stubbed up through the dispenser pan and capped if location is not scheduled for Stage II. 5.0 CONNECTIONS: 5.1 NPT THREADED CONNECTIONS: 5.1.1 Threads shall be clean of all sand and thread cutting oil prior to joining. 5.1.2 Apply thread sealant per E-3.3. Start all threaded connections by hand. Secure FRP components using only a strap wrench. Do not force threads. If connections binds, remove and reclean. 5.1.3 Do not overtighten. Torque FRP to steel connections to 75 ft. lbs. when using power tongs. 5.1.4 for DEF pipe use pipe sealant epecially intended for use with DEF. follow MFR s instructions regarding preparation & application. thread seal tape not to be used w/ DEF 5.2 FRP BONDED CONNECTIONS: 5.2.1 Taper/scarf pipe ends per pipe manufacturer's instructions. Clean bonding surfaces using ONLY pipe manufacturer's approved cleaner. DO NOT ALLOW CLEANER TO COME INTO CONTACT WITH TANK SURFACE OR SUMP SEALING DEVICES. 5.2.2 Mix and apply adhesives per manufacturer's instructions. 5.2.3 Join components per manufacturer's instructions. Cure connection per pipe manufacturer's specifications using FRP pipe manufacturer approved electric heating collar or chemical heat pack when temperature is below or will fall below 60'F prior to curing. 6.0 LINE TESTING (prior to backfill) 6.1 The Construction Manager shall witness line testing. Contractor shall notify The Construction Manager two days prior to testing. 6.2 Caution: Nitrogen from a grounded source shall be used in lieu of air for testing the piping system if a motor fuel has been used to ballast a tank. 6.3 Product lines shall be tested from STP to shear valve. 6.4 Vent/vapor system shall be tested from top of vent, through manifold, extractor base and riser, stage I adapters, caps, and containment manholes, stage II vapor lines to islands & stage 11 flex connectors at dispenser(s). Replace ball float cages with plugs and replace stage I vapor recovery spill container drain valves with G.I. plugs. CAUTION: ENGINEER AND CONTRACTOR SHALL VERIFY EXTRACTOR PLUG IS INSTALLED AND CAP IS REMOVED FROM FILL RISER PRIOR TO PRESSURE TESTING VENT/VAPOR SYSTEM. 6.5 Slowly pressurize product lines and vent/vapor lines to 50 psi. Soap test pipe surfaces including joints and fittings. Correct any leaks and retest. PIPING NOTES CONTINUED ON NEXT PAGE 0 0 0 j ci Permit -Seal TRUCK FUELING ISLAND 1932 1st Avenue, Suite 307 Seattle, WA 98101 TEL. 206.770.7779 13100 48th Ave S - Tukwila, WA 98168 A Y M. SEMLIN TATE OF WASHINGTON .stantec.com 0 o) 0 0 cn 0 ISSUED FOR FIRE co 0 co 0 0 TANK & PIPE RECONFIGURATION 0 0 0 re4.4C CD 50 0 0 0 a0 O v, a>- 0 0 U a mr 0 U N >- 0 $ 0a L T o0 g a o O 0 Q) U o U a) a, CD> cci 0 0 0 0 ISSUED FOR CONSTRUCTION 0 co 0 0 m z W 0 REVISED PER C\ N 0 N 0) ISSUED FOR BID z 0 DESIGN REVIEW NOTES AND SPECIPIC,4TIONS 0 0 q0.. 0 0 0. m 0 .N Project Number: 2007833019 File Name: Dwn. Chkd. Dsan. YY.MM.DD Drawing No. FS2 ORIGINAL SHEET - ARCH D Revision Sheet /3/0O 44465 iy-ccco--/00( of 31 6.6 Immediately relieve pressure from stage II yr/vent system and remove extractor plugs. Reduce primary line pressure to 30 psi. Monitor daily until all yard paving is complete. 6.7 Assemble secondary system and pressurize to 5 psi. Soap test entire pipe surfaces including joints and fittings. Correct any leaks and retest. Reduce pressure to 3 psi and monitor daily until all yard paving is complete. The Construction Manager must confirm the 3 PSI pipe pressure prior to backfilling. 7.0 Complete backfilling piping trenches and top of tanks to allow for an 8" thick concrete tank slab w/#3 rebar © 18" OCEW and 6" thick yard/canopy paving ,3000 psi, with or without fiber mesh. Consult bid documents and The Construction Manager. #3 rebar dowels at 18" O.C. shall be installed connecting new piping trench concrete with existing site paving or when replacing tanks at an existing site. Consult bid documents for non tank slab concrete strength. 8.0 (If required) Contractor to install 4" diameter .020 slotted PVC observation wells, only when required by state or local codes. Observation well caps to be painted white with a black triangle in the center. Existing monitoring or compliance wells should not be disturbed. In the event a well is damaged, immediately notify the Construction Manager. Any damaged wells will be replaced at the expense of the Contractor. 1.0 Contractor to provide storage for dispensers, hoses, nozzles and breakaways prior to installation and shall be responsible for any damage to equipment prior to job acceptance. 2.0 Dispensers shall be securely attached to anchor bolts which shall be set in concrete islands. Expansion bolts may be used with the written approval of the The Construction Manager. Quantity and size of anchor bolts shall be as specified in dispenser manufacturer's installation instructions. The dispensers are to be installed level and are to be caulked with a gray silicone at island/dispenser interface. 3.0 Dispensers shall be activated only in presence of an authorized dispenser representative. Contractor has sole responsibility for damage to dispenser(s) if this instruction is not followed. 4.0 Purge the air from the piping system using industry standard practices and a grounded container approved for storage and handling Class I flammable liquids. 5.0 ELECTRICAL CHECKOUT: 5.1 Turn off ALL STP circuit breakers. 5.2 Confirm ALL nozzles are in their boots. 5.3 Verify ALL STP's are off. 5.4 Turn on circuit breaker for one STP. One hose at a time for product grade matching activated STP, perform the following at each dispenser. 5.4.1 Remove nozzle. 5.4.2 Activate operating handle and dispense product into an approved GROUNDED container. 5.4.3 Verify ONLY correct STP turns on. 5.4.4 Verify brand panels and octane decals on each side of dispenser matches product being dispensed by STP. 5.4.5 Verify correct nozzle type is installed, i.e. unleaded, diesel. 5.5 Repeat F5.4 - 5.4.5 for each product grade. 6.0 If misconnections or other problems are detected, make corrections and repeat entire dispenser check-out procedure. 7.0 Calibrate and seal meters per local regulations. Any re -calibration required to obtain approval from local regulators shall be contractor's responsibility. 8.0 Contractor to furnish and install new dispenser filters after completing all liquid testing and product line purging. Activate each product on each dispenser and inspect filter for Teaks. Recheck primary line connections at dispenser base and STP for leaks. 9.0 Contractor shall perform start-up if approved by the dispenser/EPOS manufacturer. If Contractor is not approved by the dispenser/EPOS manufacturer, then an authorized Contractor shall be subcontracted to perform start-up. Contractor shall also provide an authorized service technician to provide up to 8 hours of on-site training for store personnel. Contractor is responsible for start-up and calibration of fueling systems. Cost must be included in Contractor's base bid. 10.0 Contractor shall provide and install pump #'s, octane decals, no smoking decals and emergency shut-off signs, per guidelines and all applicable codes and regulations. Contractor shall install all decals, pump toppers and windshield caddies/trash cans prior to final project acceptance. 11.0 Contractor to furnish and install fire extinguishers and appropriate decals per applicable regulations. 1.0 Contractor shall perform a pressure decay test on the tank annular space after paving is complete by pressurizing to 5 or 10 inches water column depending on state regulations from a GROUNDED nitrogen source. Pressure shall be applied for 5 minutes. ANY TANK WHICH DOES NOT HAVE "0" PRESSURE DECAY SHALL BE REJECTED. Contact tank manufacturer for repair. The Construction Manager shall witness this test. 2.0 Tank, line, leak detector and Stage II testing shall be conducted by a third party testing company subcontracted to the contractor. Testing methods must be approved by the Construction Management and conform to all regulations and codes. Contractor shall schedule and coordinate the testing contractor along with any local inspections required to open the store. Contractor shall have a representative on-site during ALL testing. The Construction Manager to witness all testing. 3.0 The owner will only pay for one successful set of tank, line, leak detector and Stage II tests. Any costs associated with failed tests and subsequent repairs/re-tests will be the Contractor's responsibility. Contractor MUST USE AND PAY THE OWN ER's TESTING COMPANY FOR ANY RE -TEST. 4.0 Contractor must obtain a copy of all test reports from testing company to be submitted with the project close out requirements of Section K. 5.0 Hydrostatic Test for STP Sump/Bravo Box/Spill Buckets: The Submersible Turbine Pump (STP) Sump, spill bucket, and the Dispenser Sump installation will be tested for water -tightness. This hydrostatic test will be done whether a Jurisdictional hydrostatic teat is requested by an oversight agency or not. The hydrostatic test can be done concurrently with the Jurisdictional test, if one is required. The STP sump and spill bucket installation contractor is responsible for coordinating with the Construction Manager at least 24 hours prior to the anticipated hydrostatic teat time. The dispenser sump installation contractor will be responsible For coordinating the dispenser sump hydrostatic test with the Construction Manager at least 24 hours prior to the anticipated test time. Methodology For STP Sump Hydrostatic Test: After all piping and electrical penetrations have been sealed, and the STP sump installed and finished to the tank, the STP Sump installation contractor will introduce water into the STP sump 24 -hours prior to the arrival of the Construction Manager. Water will be introduced into the STP sump past the highest penetration into the installed and finished sump. The water level should be stable at the tangent point on the top of' the highest sump penetration. This tangent point will be the reference point for the Construction Manager's inspection, so it is important that the stable water level 1s precisely tangent to the top of the highest sump penetration. After water has remained in the STP Sump tangent to the top of the highest sump penetration, the Construction Manager will inspect the STP Sump for water leakage. The Construction Manager will inspect the bottom exterior of the sump for moisture collection, or to determine if leakage has occurred around the sump seal. The Construction Manager will inspect the water level to see if there is an observable subsidence of water from the top of the highest penetration. The Construction Manager will inspect to ensure that there 1s no observable subsidence from the tangent point of the highest sump penetration. The Construction Manager will inspect to ensure that there is no observable leakage on the exterior of any sump penetration, and to ensure that there should be no moisture collection or observable leakage around the exterior bottom of the installed and finished sump. Methodology For Spill Bucket Hydrostatic Test: Following Installation of the spill buckets, a hydrostatic test will be conducted by the spill bucket installation contractor and witnessed by the the TMC Construction Manager. The Contractor 1s to plug the riser so that water can not leak into the riser. Water will be introduced into the spill bucket to the top of' the bucket. The water level should remain at the top of the bucket For a period of one hour. The Construction Manager will inspect to ensure that there is no observable subsidence from the top of the bucket. Methodology For Dispenser Sump Hydrostatic Test: In order to test the water tightness of' the dispenser sumps a hydrostatic test will be conducted by the dispenser sump installation contractor and witnessed by the the TMC Construction Manager. After all piping and electrical penetrations have been sealed, and the dispenser sump has been fastened to the dispenser island or drive slab, the Dispenser Sump installation contractor will introduce water into the Dispenser Sump to within 3"or 4" of the top of the dispenser sump. This will ensure that there is an adequate hydraulic head on the sealed penetrations to test water tightness. The Dispenser Sump Installation contractor will coordinate with TMC Construction Manager 24 -hours prior to the anticipated sump test inspection time. The TMC Construction Manager will physically inspect each (side or bottom) penetration to ensure that no moisture or leakage exists around the fittings. The TMC Construction Manager will feel each piping and electrical penetration to ensure that no moisture or leakage exists around these penetrations. 1.0 The owner will contract with others for Canopy fabrication and installation. Contractor is responsible for the following regarding the canopy: removal and disposal of old canopy, new canopy layout, (elevations and location), electrical conduit, circuits and all connections, canopy footings,bolts, canopy drain connections, column shroud installation (where required, painting, flood testing finished canopy, safety, and scheduling and coordinating canopy contractor's work with the project schedule. 2.0 Contractor is responsible for all inspections required for the canopy work. 3.0 Canopy drains shall be routed out the end of each island form on the down - gradient side using 3" diameter PVC pipe cut flush with island just above parking lot grade elevation. Silicon around drain to seal. 4.0 Contractor is responsible for flood testing the canopy once it is finished. Plug all canopy drains and flood canopy for 4 hrs. Mark leaking areas for repair by canopy fabricator. 5.0 Contractor shall measure canopy clearance and provide and install canopy clearance decals at least 4" in height per guidelines. Confirm color and font style with the Construction Manager. 6.0 Install and make operational the owner provided intercom system. 7.0 Islands to be independently set to result in an average of 6 inches of reveal with a minimum of 5 1/4" to a maximum of 10 1/2". (elevation above adjacent finished grade). 1.0 Contractor to paint all fill/Stage I manholes the colors indicated below. Contractor to use paint that is an oil based, rust free, enamel. All "+'s" are to be 2 inches wide. Contractor is to provide a stencil for all "+'s" on all fill lids. Lip under fill lid and 2" of concrete surrounding lid is to be painted appropriate colors. * White w/Black + = Regular Unleaded * Blue w/White + = Plus Unleaded * Red w/White + = Supreme Unleaded * Green = Diesel * Orange = Stage I vapor 2.0 Tank level monitor manholes to be painted light gray, if applicable. 3.0 Contractor to paint all islands and bumpers, canopy columns, vent riser and supports and fire extinguisher cases. 4.0 Paint finish specifications: Paint bollards and island forms dark grey. Paint per brand requirement. K. REQUIRED DOCUMENTATION A project contact list with all General Contractor and Subcontractor contacts and phone numbers shall be submitted to The Construction Manager, along with a CPM schedule prior to starting this project. 1.0 The following documentation is required prior to releasing the final 10% retainage on the project. THESE DOCUMENTS SHALL BE SUBMITTED IN A BOUND PROJECT CLOSE OUT FOLDER. * Site information (address, site #, etc.) * Project description with start and finish dates and CPM schedule * G.C. information along with subcontractor list * Job progress photos (see K-3.0) * Daily job progress logs (New builds only) * Xerxes installation checklist, including deflection readings * Xerxes receiving record * Underground tank installation checklist * Piping manufacturer's installation checklist * Copies of tank, line, and Stage II VR test results * UST Information Sheet * Copies of all permits and inspections * Copy of certificate of occupancy (if required) * Completed and signed punch list * As -built drawings to scale depicting precise location of all components installed (including product/vapor line sizes and locations, conduit sizes, location and material, exact tank location and dimensions, etc.) * Tank charts (Leave second copy at store) * Final release of lien from Contractor and each subcontractor/supplier * Copy of contract, change orders, and written approvals for deviations from these drawings. * Copy of Signed Tank Disposal Certificate and ALL waste manifests. * Compliance Information Form * Tank Layout Form 2.0 Contractor shall maintain and turn over 2 copies of an indexed operation and maintenance manual, consisting of booklets for all newly installed equipment. Give one copy to The Construction Manager and leave one at the store. Contractor shall leave tankcharts, tankstick, manway removal device, water finding paste, and all keys at the store. 3.0 Job progress photos - fuel system installation At a minimum, the following photos are to be submitted on a 8 1/2" x 11" plastic sheet, labeled with scope of work, store # and address, in bound project close out folder as described in K-1.0, prior to release of retainage. 1. Photos of location prior to start of construction (minimum 4). 2. Each old tank and old tank hole. 3. Open tank hole. 4. Installation of new tanks including deadman and holddown straps. (1 during, 1 at finish). 5. Pea gravel backfill (includes tamping of pea gravel at 5:00 and 7:00 position). (3 photos) 6. Installation of product lines, vent lines and electrical in tank hole. 7. Installation of fill tubes and submersible pumps. 8. Backfilled tanks just before concrete pour, showing rebar. 9. Rebar properly installed around fill and Stage 1 manhole/Stp manhole. 10. Tank field ready to receive concrete (includes rebar on chairs or brick bats). 11. Depth of new concrete. 12. Tank field complete (includes joints, painted fill caps, and vent risers). (min. 2) 13. Open trenches. 14. Product piping in trenches (properly spaced). 15. Field dressed pipe. 16. Pea gravel backfill in trenches (show pea gravel under product lines). 17. Show installation of dispenser containment boxes. 18. Product pipe trenches ready to receive concrete (show rebar doweled into existing concrete). 19. Location of photo electric cell or contactor for canopy lights and signs. 20. Installation of new canopy footings. 21. Picture of finished canopy. 22. Pictures of location at the end of construction. (minimum 4) LL. Tank and Line Monitoring System Tank and line monitor to be installed by Veeder Root Certified Technician. Installation to include: mounting controller near electrical panel, installing all tank level probes, sump probes, liquid level sensors (if required), all conduits and wiring, connecting all cables, and system start up. Contractor to include installation in base bid. M. ELECTRICAL 1.0 All electrical work to conform with local and national electrical codes at a minimum. 2.0 All wires must be continuous run (no splices) from dispenser to console terminal strip box. 3.0 All spare wires should be taped and looped at ends and labeled. 4.0 Submersible pump relays must be used if 1-1/2 HP pump motors are installed. If not supplied with submersible pump, consult the construction manager. 5.0 Terminate all conduits with appropriate seal -off fittings at each end. 6.0 All conduit and junction box conduit threaded connections inside sumps or dispenser pans/sumps shall be made with thread sealant per E-3.4. Bonding straps shall be installed where required by code. 7.0 Electrical unions and pull boxes are not permitted below the top of a dispenser pan/sump. Pull boxes are not permitted inside an STP sump. The only electrical union permitted inside an STP sump can only be installed between the explosion proof junction box and the STP. Seal -offs and explosion proof junction box shall be be installed wherever shown in these drawings. 8.0 Conduit system (i.e. conduit, seal -offs, explosion proof junction boxes) inside STP sumps and dispenser pans/sumps shall be soap tested to first conduit connection outside STP sump or dispenser pan/sump at 5 psi after all connections are made and prior to installing wiring. The Construction manager shall witness these soap tests. 9.0 An explosion proof junction box where shown (Crouse -Hinds Model GUP215 with S302 "0" -Ring, or owner approved equal) shall be installed per NEC Sections 501 and 514, NFPA 30, 30A and 70. Conduit shall be 1" or 3/4" Dia. galvanized rigid or 3/4" schedule 40 conduit where permitted by code. All monitoring and MPD control wiring must be installed in rigid metallic PVC coated conduit. ORIGINAL SHEET - ARCH D 10.0 Contractor to install an emergency shut-off switch on the front of the building near the sales area. Shut-off switch and electrical material required to make the switch operational shall be furnished by the contractor (including emergency shut-off sign). Placement of emergency shut off switch(es) and proximity to the dispensers must be in accordance with all applicable codes and regulations. More than one might be required. Consult bid documents and The construction manager for quantity and location of emergency shut-off switch(es). 11.0 Contractor shall furnish all new conduits, wiring and seal offs for dispensers, STPs and monitoring equipment per these drawings. Each STP and dispenser shall have its own circuit breaker. 12.0 All exposed conduits and gutter boxes shall be painted by contractor to match existing colors. 13.0 Contractor to seal all conduit builiding penetrations and clear outs. 14.0 Contractor shall type and laminate the breaker panel labels. Contractor shall label all STP control boxes. 15.0 Contractor shall furnish and install a new 100A electrical "fuel system" sub -panel and ensure that the stores electrical system is properly balanced for existing stores. 16.0 Gilbarco STP Isolation Relay Boxes must be installed for each dispenser. If not supplied with dispenser, consult the construction manager. PETERSON Permit -Seal TRUCK FUELING ISLAND 19321st Avenue, Suite 307 Seattle, WA 98101 13100 48th Ave S - Tukwila, WA 98168 AY M. SEMLIN; TATE OF WASHINGTON TEL. 206.770.7779 .stantec.com 0 o) 0 m 0 in 0 ISSUED FOR FIRE TANK & PIPE RECONFIGURATION cci 0 0 L. o� o= z ou o= • o E -o o- � o a 00 a.wonTa 0 0 0 0. K C 0� 00 • U 2 a.0 --D 2- O 0 t • 0 00 -o= • 0 O o c u� Z. $ .m .c C N 0 > 0 -0 i o- ar a 2 ' > 0 e 0 a o0) 0) S•g ao o -o U "a) 4)4, 4) N N 0 3 mI0) 0 0 ISSUED FOR CONSTRUCTION 0 cci 0 cn 0 0 REVISED PER CUENT 0, ISSUED FOR BID z 0 DESIGN REVIEW NOTES AND SFECIFICATIONS 0 0 4a co 0 0 m Project Number: 2007833019 File Name: Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. FS3 Revision Sheet l3/vo €/',q5 /(6-vo'/60l of 31 XERXES 25,000 GALLON TANK OVERALL LENGTH: 47'-4 1/4" OUTSIDE DIAMETER: 10'-0" SHIPPING WEIGHT: – lbs ACTUAL CAPACITY: – GALLONS NOMINAL CAPACITY: 25,000 GALLONS 95% CAPACITY: 23,750 GALLONS ENT RISER / 8" REINFORCED CONCRETE SLAB 3000 PSI W/ #3 REBARS @ 18" 0.C. EACH WAY ON 3" CHAIRS. (TYP.) NOTE: SCHEMATIC LAYOUT ONLY, SEE SITE PLAN SHEET FS1 FOR ACTUAL CONFIGURATION. SAW CUT, & FILL WITH SEALANT TYPICAL CONTROL JOINT NOTE: GENERAL CONTRACTOR TO SUBCONTRACT WITH OWNER APPROVED GILBARCO CONTRACTOR IF NOT ONE ALREADY. NOTE: ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND THESE DRAWINGS. NOTE: SEE SITE PLAN FOR ACTUAL LAYOUT NOTE: SEE SITE PLAN FOR ACTUAL SIZE. SIZES MAY VARY. NOTE: ALL INTRINSICALLY SAFE SYSTEMS SHALL BE RUN IN PVC COATED RIGID METAL CONDUIT. ORIGINAL SHEET - ARCH D V V TO REMOTE FILL BOX ---DEF V 2" TO VENT RISER 0 STP > > 10 0 0 11 0 12 13714 1 15 TO VENT RISER 16 11 18 34 11 D 36" MANWAY, REBAR #4 @ 8'-0" LONG ON 3' CHAIRS @ 9" 0.C. (TYP.) r—� MANIFOLD DIESEL PIPING TOGETHER INSIDE TANK SUMP 3" ASPHALTIC CONCRETE PER TOSCO SPECIFICATIONS 4 > 5 NOTE: ONLY DISPENSERS DISPENSERS DISPENSED > > 10 D 11 12 > 1.3 14 15 Co 16 Co 11 3" Co 1' 3 DISPENSERS SHOWN. ACTUAL NUMBER OF IS 6. PIPING, AND ELECTRICAL SIMILAR TO SHOWN, EXCLUDING DEF. DEF WILL ONLY BE FROM 2 SOUTHERN MOST DISPENSERS. 8" REINFORCED CONCRETE SLAB 3000 PSI W/ #3 REBARS @ 18" 0.C. EACH WAY ON 3" CHAIRS. (TYP.) UNDISTURBED SOIL SUBGRADE 4" CRUSHED ROCK (OR AS SPECIFIED IN SOILS REPORT) TYPICAL KEY JOINT 3/4" DIA. SMOOTH STL. DOWEL 14" LONG -12" 0.C. GREASE ONE END & PULL 1" BEFORE REMOVING FORMS REINF. CONC. TANK SLAB 3/4" TOOLED JOINT REINF. CONC. DRIVE SLAB �O• 0 • —1111-11111—IIII —1111 1111=11111=11111=11111= TYPICAL KEY JOINT UTILIZE FOR NEW CONCRETE TO NEW CONCRETE JOINT. FOR NEW CONCRETE TO EXISTING CONCRETE JOINT, DRILL EXISTING CONCRETE SLAB AND ELIMINATE KEY. LEGEND 19 20 21 DEF— DIESEL EXHAUST FLUID V— VENT D— DIESEL C— ELECT. CONDUIT 3/4" TO 1" F = FILL V T STP X A E = TANK VENT TANK LEVEL MONITOR SUBMERSIBLE TURBINE PUMP EXTRA TANK OPENING ANNULAR SPACE EXTRACTOR N.T.S. DEF V D— 3/4 110 3DWF-4 11 SUB—PUMP POWER SUB—PUMP POWER BOX POWER HOMERUN BOX POWER HOMERUN D TO MASTER DIESEL DISPENSER (TYP 2) D 3" 1"0 3" f TO SATELLITE DISPENSER 3/41101 1110 MASTER OO 0 11 1 1110 D 211 0 DEF 2 1110 1110 1"C X311 2'I 13 0 \ SATELLITE] MASTER r- \ SA ELLITE� DEF BOX POWER HOMERUN = w = w = w 0 J 0 J 0 J -2103110:1 JQ :01–<:ch< cLw�w �0 w rO CV 0 h70 W D W w=w= w= Z Z Z 0 0 ?r 0 0 d 2 U –< J u- 00 0 0 w 0 z 0 () > 0 z CONVENIENCE STORE SCHEMATIC -GENERAL TANK & PRODUCT PIPING PLAN / WIRING PLAN (SEE SITE PLAN FOR ACTUAL LAYOUT) 0 w a_ 0 0 w (1) 0 0 0 0 w F - z w z w 0_ (n 0 EXTRA HOMERUN FOR DISPENSER 1"0 z D— DEF 2' CONCRETE ASPHALT 3" D A. NASOI TIV L /\%%/\\ DUAL WALL FIBERGLASS PIPE 811 18" (MIN.) (MN.) 6"1' 11 4" (MIN.) 611 (MIN.) TYPICAL PIPELINE TRENCH CONTRACTOR TO ATTACH COPPER LOCATING WIRE TO TOP OF PIPE. (SEE NOTE E-9.0, DRAWING 3DWF-3) Z � O CL CR CRCOIA Permit -Seal TRUCK FUELING ISLAND Seattle, WA 98101 13100 48th Ave S - Tukwila, WA 98168 A M. SEMLIN TATE OF WASHINGTON" TEL. 206.770.7779 .stantec.com .4- a 0 0) 0 0 0 ISSUED FOR FIRE 0 0 0 TANK & PIPE RECONFIGURATION 0 a 0 (n 0 ISSUED FOR CONSTRUCTION 0 co 0 0) 0 1— z w J 0 W o_ w (n • >. b z O o U o� 'o a atio n0 O 0 •E O O Ti •c `o 0 O • m C o o a� � g N N 0 0) 0 (n ISSUED FOR BID z 0 DESIGN REVIEW F1FINAND CONDUIT SCHEMATICS 0 U O a • C C au O O U o 0. L .&) o .6 0 .15 C c o co o� L 0 D2 O >- (3) O O. _O U >m F-0 0 0 a Q m>' a 0 0 Project Number: 2007833019 File Name: Dwn. Chkd. Dsqn. W.MM.DD Drawing No. FS4 Revision Sheet /3/'O yr5 /'– it& foal - of 31 ANCHORING NOTES: REFER TO TANK MANUFACTURER'S ANCHORING DETAILS AND REQUIREMENTS 24" UNDISTURB SOIL (TYPICAL 4 , YARD PAVIN, ...r• PEA GROVEL BACKF1LL PER TANK MFGR SPECIFICATIONS 8" CONC. PAD REINF. W/ S KEBABS AT 18" o/c. LINE LANK EXCAVATION UJ/ GEOFABRIC BY MIR MODEL NO. 140NS / 14ONSL OR EQUAL WHEN DIRECTED BY CONST. MNGR. NOTE: PROVIDE TANK ANC14ORING N.T.S. 10'-0" 7 FIBERGLASS DOUBLE WALL TANKS INSTALL TANKS LEVEL 10'-0" 7 FIBERGLASS DOUBLE WALL TANKS INSTALL TANKS LEVEL 2'-0" 2'-0" PEA GRAVEL BACKFILL P= R TANK MFGR SPECIFICATIO 5 10'-0" TYP. CRITICAL COMPACTION AREA BETWEEN 5 4 1 O'CLOCK AND AREA END CAPS. USE PROBE PER D-43 TO PLACE BACKFILL IN THIS AREA. CF55A 1 / UNDERGROUND TANK SECTION N.T.S. DIESEL FILL DETAIL (TYP 2) MIN. 2'-0' 44 12" PEA GRAVEL BEDDING 1" CONDUIT ROTATE SUBMERSIBLE PUMP SHOWN TO PROVIDE CLEARANCE FOR TANK BUNG N.T.S. TO SECOND DIESEL TANK STP SUMP 2 F55A © O CONTAINMENT SUMP PLAN VIEW - DIESEL TANK (TYP 2) 4. O iL— ® O PRE—INSTALLED SUMP COLLAR N.T.S. O 0 00 00 0 000 1 �1 m DRAIN CHANNEL SPACER BLOCK (TYP.) 0 4 . . r• 0 GO O ert O SUMP MONITOR TO BE AT LOWEST POINT IN SUMP O 0 00© t X 4 00 CUTAWAY VIEW OF STP SUMP - DIESEL TANK (TYP 2) 18" 1-1/2" TYP. AT ALL MANHOLES LINE TANK GEOFABRI MODEL NO. 14ONSL OR DIRECTED EXCAVATION C BY MIRAPI 140NS / EQUAL WHEN BY CONST. MNGiR. da ♦ err .MIN. 2'—O" 24» MSN LIMITS TO TAN EXCAVATION ORIGINAL SHEEP - ARCH D r. ANCHOR HERE (TYPICAL) A A /\.T. .•/\\ A A A ,\\\\\\\\ A/\\\\ A/\\ TANK INSTALLATION SIDE VIEW (SPLIT TANK SHOWN. SIM. FOR DIESEL TANK - LESS DEF EQUIPMENT (NOT SHOWN)) NOTE: NO GALVANIZED PIPING OR PARTS SHALL BE USED FOR THE DIESEL FUEL SYSTEM EQUIPMENT DESCRIPTION MANUFACTURER MODEL QUANTITY SUPPLIED 6Y NOTES UNDERGROUND STORAGE TANK - DBL. WALLED, DRY ANNULAR, AND (1) SUMP DIESEL, (2) SUMPS DEF XERXES DOUBLEWALL, 1 SUMP OWNER O 4 HP VARIABLE SPEED SUBMERGED TURBINE PUMP- FIXED LENGTH FE PETRO FEPSTP-MVS4 OWNER VFC CONTROL BOX - 3 PHASE FE PETRO MAG VFC OWNER MECHANICAL LINE LEAK DETECTOR W/ ADAPTER "T" FOR DIESEL FE PETRO STP-MLD-HCD OWNER 2" BALL VALVE (BETWEEN STP & 2"X24" FLEX) JOMAR JOM100-708/T-100 IPS OWNER 3" x 24" F X M SWIVEL FLEX CONNECTOR (0 STP) UNISOURCE FG 300 -MMS -18 OWNER 3/4" FLEXIBLE SUMP ENTRY BOOT (STP & FILL/VR SUMP PROBES) APT EP -FEB -3157 OWNER 3" OR 4" FLEXIBLE SUMP ENTRY BOOT (PRODUCT PIPING) ENVIRON EPFEB6300 OWNER 3"X2" REDUCER W/AIR VALVE (PRODUCT PIPING AT STP) ENVIRON EP-RTR-3020 OWNER 10 © 38" LIGHTWEIGHT MANHOLE, W/ CAMLOCKS MORRISON 4181C-3800AM OWNER FITTING, EXTRACTOR, TEE, 4 IN TOP, 3 IN OUTLET, 4 IN BOTTOM OPW 233-4430 OWNER 12 ADAPTER, VAPOR, SWIVEL, BRONZE OPW 61VSA-1020-EVR OWNER 13 DISPENSER HOOK ISOLATION BOX FE PETRO DHI OWNER 14 FACE SEAL, PHASE 1 RISER, ATG RISER, (1) REQUIRED FOR FILL OPW FSA -400 OWNER 15 FILL -SPILL CONTAINMENT, 5 GALLON CAST IRON, FILL, W/ DRAIN VALVE OPW 1C-2100C-DEVR OWNER 16 ADAPTER, VALVE, 4 IN OVERFILL, TWO POINT 120 IN UPPER, 102 IN LOWER TUBE OPW 7150-41 OC OWNER 17 ADAPTER, FILL, SWIVEL, BRONZE OPW 61SA-1020-EVR OWNER 18 ADAPTER, FUEL, TOr SEAL CAP DPW 634TT 7685 EVR OWNER 19 RISER MANHOLE (DIESEL TANK ONLY). OPW 104MW OWNER FILL PIPE ID TAGS W/PRODUCT ID & TANK CAPACITY COUCH & PHILLIPI OWNER 21 3M SCOTCHRAP TAPE 3M TYPE 51 20 MIL CONT. 16' TANK STICK (TO BE LEFT ® STORE) BAGBY BG1-16 OWNER 42" DIA. FIBERGLASS CONTAINMENT SUMP XERXES 42" DIA. FIBERGLASS SUMP CENTERED RISER -REDUCER TO 32" XERXES OWNER OWNER 30" DIA. FIBERGLASS LID (26" WATERTIGHT OPTION) 42" DIA. ATTACHED FRP TANK COLLAR XERXES WATERTIGHT OWNER XERXES W\TANK OWNER TURN BUCKLES & ANCHORS CONT. HOLD DOWN STRAPS (10' DIA. OR 8' DIA) XERXES (10' DIA.) OWNER 3"x18" MxM/S FLEX CONNECTOR TITEFLEX TELEFLEX 30 4" SCH 40 BLK STEEL RISER- LENGTH AS REQUIRED 110165-32-0180 60-10477-0180 OWNER CONT. 31 JUNCTION BOX CH GUP215 CONT. SEAL OFF CH EYD2 CONT. 34 4" PIPE CAP - SCH. 40 PVC 3" DIA PLUG FOR EXTRACTOR CROSS CONT. CONT. INTERSTITIAL PROBE VEEDER ROOT 794390-409 OWNER 36 STP SUMP SENSOR VEEDER ROOT 794380-208 OWNER TANK PROBE VEEDER ROOT 847390-109 OWNER L'J 39 4" PIPE CAP 1" ENTRY BOOT VEEDER ROOT 330020-282 OWNER ENVIRON EP -FEB -3157 OWNER 40 2" ENTRY BOOT ENVIRON EPFEB6200 OWNER 41 © 3" FIBERGLASS PIPE (FRP) 4" FIBERGLASS PIPE (FRP) 43 4" TIGHT FILL CAP, "DURATUFF" (DIESEL TANK ONLY) AO SMITH RED THREAD IIA OR AMERON AO SMITH RED THREAD IIA OR AMERON CONT. CONT. OPW OP634TT-7085-EVR OWNER 44 12" WATER TIGHT MANHOLE MORRISON 418-0200AM OWNER 45 LEAK DETECTOR W/ ADAPTOR TEE (DIESEL) FEPETRO STP-MLD-HCD OWNER orw 1C 2100C rEVR OWNER PHA`E 1 W/DRAIN VALVE rLUC ., VR, USE ONLY STAINLESS STEEL PARTS AND FRP OR STAINLESS STEEL PIPING FOR THE DEF SYSTEM 9" NOTE: REDUCER SHOWN IN OPEN POSITION. FRP ADAPTER— BELL X NPT MALE N.T.S. PRODUCT PIPING / SUMP PENETRATION NOTES THE TORQUE RECOMMENDATION FOR TIGHTENING THE SPILL CONTAINERS TO THE RISER PIPES IS 250FT. LBS. MAXIMUM. 5 1/2" BELOW THE MANHOLE RIM ELEVATION. VAPOR RECOVERY ADAPTOR FINISHED HEIGHT TO BE 3 1/2" TO 4 1/2" BELOW THE MANHOLE RIM ELEVATION. "T&B" MODEL 3902 OR "O.Z./GEDNEY" MODEL G -100G 1/2 -1 HEAVY DUTY GROUNDING CLAMP OR OWNER APPROVED EQUAL. O #5 REINFORCING STEEL BAR, MINIMUM 8' LONG PLACED HORIZONTALLY IN NATIVE SOIL. BAR IS TO BE AT 30" MINIMUM BELOW CONCRETE SLAB. O #8 BRAIDED OR SOLID COPPER GROUNDING CONDUCTOR ROUTED IN SERIES BETWEEN BOTH SPILL CONTAINERS. CONNECT TO SPILL CONTAINERS AT GROUNDING STUDS PROVIDED. SECURELY CRIMP TO CONDUCTOR WITH "HYTOOL" NO. MR4C OR MY29. SPLICES ARE NOT PERMITTED BETWEEN GROUNDING STUDS AND/OR GROUNDING ROD. --SLOPE PER SOILS REPORT OR TANK MANUFACTURER INSTALLATION INSTRUCTIONS OCOAXIAL PIPE MAY BE USED IN PLACE OF THE 2" X 3" CONFIGURATION WITH APPROVAL OF THE TOSCO CONSTRUCTION MANAGER. ONLY CLAMSHELL TYPE FITTINGS MAY BE USED WITH COAXIAL PIPE. NOTES OPEA GRAVEL BACKFILL. ALL OTHER MATERIAL MUST BE APPROVED BY TANK MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. ® FIBERGLASS PIPE AND FITTINGS TO BE AMERON OR A.O. SMITH RED THREAD IIA. FITTINGS AND PIPING MAY NOT BE MIXED. USE ALCOHOL COMPATIBLE ADHESIVE. OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. EXCEPT WHERE INDICATED. ©DO NOT USE THREAD SEALANT ON THREADS COMMON TO CAGE AND BASE. WHEN INSTALLING CAGE INTO BASE, LUBRICATE THREADS WITH LIGHT COATING OF GREASE. DO NOT OVERTIGHTEN. O TANK BOTTOMS SHALL BE INSTALLED LEVEL. OINSTALL LID ONTO SUMP RISER AND SUMP RISER ONTO SUMP BASE USING ALL SUPPLIED GASKETS/ "0" RINGS, BOLTS, STEEL PLATES, ETC. PER SUMP MANUFACTURER'S INSTALLATION INSTRUCTIONS. O REINFORCE CONCRETE SLAB AROUND MANHOLE W/ 3-#4 REBAR 8' IN LENGTH 9"O.C.. PLACE REBAR 6" FROM SIDES OF BOX. MIN. 2" COVER. O8" THICK 3000 PSI CONCRETE SLAB REINFORCED W/ #3 REBAR ® 18" O.C. TANK SLAB TO EXTEND 2' PAST TANK HOLE IN ALL DIRECTIONS. 0 MINIMUM BEND RADIUS 4". O3/4" CONDUIT FROM EACH SUBMERSIBLE PUMP TO BUILDING. TERMINATE WITH SEAL -OFF PER NFPA SPECIFICATIONS. OK 3/4" CONDUIT FOR CONTAINMENT SUMP SENSORS. LOOP CONDUIT BETWEEN CONTAINMENT SUMPS, THROUGH JUNCTION BOX. SEAL OFF 1" HOME RUN AT BOTH 1ST TANK AND BUILDING. DO NOT PIPE INTO WIRING TROUGH. © ALL PENETRATIONS MUST BE PERPENDICULAR TO CONTAINMENT SUMPS. OCUT AND POSITION FILL TUBE WITH ANGLE AWAY FROM SUBMERSIBLE PUMP. OWNER'S ENGINEER SHALL VERIFY DROP TUBE HEIGHT. ON INSTALL TANK ID. MARKERS IN THE SPILL CONTAINMENT MANHOLES USING WORM CLAMP AROUND FILL RISERS. INCLUDE OXYGENATED FUEL DATE TAGS WHERE APPLICABLE. SECURE IN PLACE. OO PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED BEDDING OF PEA GRAVEL. NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS. MAINTAIN 7" MINIMUM COVER BETWEEN SLAB BOTTOM AND TOP OF FRP PIPE/FITTINGS. PIPING STANDARD FALL TO BE 1/4" PER FOOT. VAPOR LINE FALL TO BE VERIFIED BY TOSCO CONSTRUCTION MANAGER AFTER PIPING IS LAID ON GRAVEL BEDDING. INTERIOR OF FIBERGLASS CONTAINMENT SUMP TO BE CLEAR OF PEA GRAVEL, TRASH AND ANY LIQUID. THOROUGHLY HAND CLEAN WITH WIRE BRUSH THE G.I. RISER SURFACE WITHIN 3" OF EXISTING TANK FITTING, ALL METALLIC COMPONENTS ABOVE TANK AND LOWER 1" OF SPILL CONTAINER. APPLY EPDXY PRIMER TO THESE AREAS. WRAP WITH 3M TAPE 20 MIL THICK. 4"0 G.I. NIPPLE, TIGHT FILL ADAPTER (OR STAGE I VR DRY BREAK) AND LOCKING CAP. MAINTAIN 1 1/2" TO 2" BETWEEN CAP AND OVERFILL CONTAINER COVER. USE STABILIZER BARS SUPPLIED WITH OVERFILL CONTAINER TO ESTABLISH CORRECT FINISHED ELEVATION. 0 2 0 CI Q 0 a) CL U PETERSON Permit -Seal TRUCK FUELING ISLAND 1932 1st Avenue, Suite 307 Seattle, WA 98101 13100 48th Ave S - Tukwila, WA 98168 A'M. SEMLIN' ;TATE OF WASHINGTON' TEL. 206.770.7779 .stantec.com ISSUED FOR FIRE xi 0 0, 0 0, 0 ISSUED FOR CONSTRUCTION N p o co co m 03 m TANK & PIPE RECONFIGURATION REVISED PER CLIENT O U a)o 0 a- o • o a) h .0 2 oN o a)-3 o oo •L-0 a) 2 2.P U o o o .0 0 aN 5 a) 0 •° .a C 0 0 o 0 c rnL `• 0 o• a) oo 0 $ 0 n T O 0 0 ° ("C".0 o a) a) a) a) 0 g ISSUED FOR BID DESIGN REVIEW TANK DETAILS co 0 cn Project Number: 2007833019 File Name: Own. Chkd. Dan YY.MM.DD Drawing No. FS5A Revision Sheet :a C •0 N.T.S. (I FILL DETAIL - DEF F -S513 CONCRETE SUMP SENSOR TO REMOTE FILL BOX; SEE DETAIL 5, THIS SHT RUBBER REDUCER B00 RISER TO EXTEND 24" ABOVE PAD S.S. PIPE 3" PVC RISER SLIDE DOWN INTO SUMP) COMPACTED BASE TEST FITTING TO DEF FILL 3" CONTAINMENT PIPE 3" PENETRATION FITTING 3" CONTAINMENT PIPE FIELD DRILL HOLE IN TRANSITION PIPING SUM 3" PENETRATION FITTING 2" FRP N.T.S. 2" x 18" FLEX CONN.58 3" PENETRATION FITTING 24' STAINLESS STEEL PIPE TRANSITION SUMP— OPW FLEXWORKS 59 MODEL PST -4630 3" PVC RISER 2" STAINLESS STEEL PIPE 1 1/2" PENETRATION FITTING 1 1/4" METAL CONDUIT 3 DEF REMOTE FILL TRANSITION SUMP DETAIL PSDB INSTALL S.S. CHECK VALVE IN FILL PIPE NOT MORE THAN 12" FROM FILL HOSE CONNECTION 2" 304 S.S. PIPE LOCKABLE LID TO TRANSITION SUMP SEE DETAIL 3/ THIS SHEET ADJUSTABLE LEGS, 16 1/2" TO 30" MOUNT PER MFR RECOMMENDATIONS N.T.S. DRAIN VALVE DEF REMOTE FILL CONTAINMENT BOX 4" CAPPED SPARE OPENING N.T.S. C2CONTAINMENT SUMP PLAN VIEW - DEF TANK FS5IE5 DRAIN CHANNEL SPACER BLOCK (TYP.) SUMP MONITOR TO BE AT LOWEST POINT IN SJMP CABLE GRIP PRE—INSTALLED SUMP COLLAR MINIMUM 8" TANK BUNG 51I t1:0 DISCHARGE OUTLET --1 2" S.S. PIPE (BY CONTRACTOR) N.T.S. POWER CABLE CUTAWAY VIEW OF STP SUMP - DEF TANK NOTE: REDUCER SHOWN IN OPEN POSITION. FRP ADAPTER— BELL X NPT MALE N.T.S. FS5B PRODUCT PIPING / SUMP PENETRATION ORIGINAL SHEET - ARCH D 0 z w 0 0 J w L NOTE: NO GALVANIZED PIPING OR PARTS SHALL BE USED FOR THE DIESEL FUEL SYSTEM NO 0 EQUIPMENT DESCRIPTION MANUFACTURER MODEL QUANTITY SUPPLIED BY NOTES UNDERGROUND STORAGE TANK — DBL. WALLED, DRY ANNULAR, AND (1) SUMP DIESEL, (2) SUMPS DEF XERXES DOUBLEWALL, 1 SUMP OWNER 4 HP VARIABLE SPEED SUBMERGED TURBINE PUMP— FIXED LENGTH FE PETRO FEPSTP—MVS4 OWNER STP CONTROL BOX — 3 PHASE FE PETRO MAG VFC OWNER MECHANICAL LINE LEAK DETECTOR W/ ADAPTER "T" FOR DIESEL FE PETRO STP—MLD—HCD OWNER 3" BALL VALVE (BETWEEN STP & 2"X24" FLEX) JOMAR J OM 100-708/T— 100 IPS OWNER 2" x 24" F X M SWIVEL FLEX CONNECTOR (® STP) UNISOURCE FG300—MMS-18 OWNER 3/4" FLEXIBLE SUMP ENTRY BOOT (STP & FILL/VR SUMP PROBES) APT EP—FEB-3157 OWNER O 3" OR 4" FLEXIBLE SUMP ENTRY BOOT (PRODUCT PIPING) APT OWNER 3"X2" REDUCER W/AIR VALVE (PRODUCT PIPING AT STP) DIVERSIFIED EP—RTR-3020 OWNER 10 38" ROUND LIGHTWEIGHT MANHOLE W/ CAMLOCKS MORRISON 4181C-3800AM OWNER 11 FITTING, EXTRACTOR, TEE, 4 IN TOP, 3 IN OUTLET, 4 IN BOTTOM OPW 233-4430 OWNER 12 ADAPTER, VAPOR, SWIVEL, BRONZE OPW 61VSA-1020—EVR OWNER 13 DISPENSER HOOK ISOLATION BOX FE PETRO DHI OWNER 14 FACE SEAL, PHASE 1 RISER, ATG RISER, (1) REQUIRED FOR FILL OPW FSA -400 OWNER 15 FILL—SPILL CONTAINMENT, 5 GALLON CAST IRON, FILL, W/ DRAIN VALVE OPW 1 C-210OC—DEVR OWNER 16 ADAPTER, VALVE, 4 IN OVERFILL, TWO POINT 120 IN UPPER, 102 IN LOWER TUBE OPW 71 SO -410C OWNER 17 ADAPTER, FILL, SWIVEL, BRONZE OPW 61 SA-1020—EVR OWNER 18 ADAPTER, FUEL, TOr SEAL CAP OPW 63117 7085 EVR OWNER 19 RISER MANHOLE (DIESEL TANK ONLY). OPW 104MW OWNER 20 FILL PIPE ID TAGS W/PRODUCT ID & TANK CAPACITY COUCH & PHILLIPI OWNER 21 3M SCOTCHRAP TAPE 3M TYPE 51 20 MIL CONT. 16' TANK STICK (TO BE LEFT ® STORE) BAGBY BG1-16 OWNER 42" DIA. FIBERGLASS CONTAINMENT SUMP XERXES 30" DIA. FIBERGLASS SUMP CENTERED RISER—REDUCER TO 32" XERXES OWNER OWNER 42" DIA. FIBERGLASS LID (26" WATERTIGHT OPTION) XERXES WATERTIGHT OWNER 42" DIA. ATTACHED FRP TANK COLLAR XERXES W\TANK OWNER TURN BUCKLES & ANCHORS CONT. HOLD DOWN STRAPS (10' DIA. OR 8' DIA) XERXES (10' DIA.) OWNER 3"x18" MxM/S FLEX CONNECTOR TITEFLEX TELEFLEX 30 4" SCH 40 BLK STEEL RISER— LENGTH AS REQUIRED (S.S. FOR DEF) 110165-32-0180 60-10477-0189 OWNER CONT. 31 JUNCTION BOX CH GUP215 CONT. SEAL OFF CH EYD2 CONT. 4" PIPE CAP — SCH. 40 PVC CONT. 34 3" DIA PLUG FOR EXTRACTOR CROSS CONT. INTERSTITIAL PROBE VEEDER ROOT 794390-409 OWNER STP SUMP SENSOR VEEDER ROOT 794380-208 OWNER TANK PROBE VEEDER ROOT 847390-109 OWNER 4" PIPE CAP VEEDER ROOT 330020-282 OWNER 1" ENTRY BOOT ENVIRON EP—FEB-3157 OWNER 40 2" ENTRY BOOT ENVIRON EPFEB6200 OWNER 41 3" FIBERGLASS PIPE (FRP) AO SMITH RED THREAD IIA OR AMERON CONT. 42 43 4" FIBERGLASS PIPE (FRP) 4" TIGHT FILL CAP, "DURATUFF" (DIESEL TANK ONLY) AO SMITH RED THREAD IIA OR AMERON CONT. OPW OP6347-7085—EVR OWNER 44 12" WATER TIGHT MANHOLE MORRISON 418-0200AM OWNER 45 LEAK DETECTOR W/ ADAPTOR TEE (DIESEL) FEPETRO STP—MLD—HCD OWNER 46 0 PHASE 1 VR, W/DRAIN VALVE PLUG JI II{VI7, orw 1C 2100C PEVR OWNER 2 HP SUBMERSIBLE DEF PUMP BJM RX150055-230 OWNER 2" S.S. SWING CHECK VALVE OWNER 8" S.S. FLANGE W/ 2" & 1" COUPLING OWNER 2" S.S. BALL VALVE JOMAR T100-968 OWNER 2" S.S., 115V, NORMALLY CLOSED SOLENOID VALVE MAGNETRAL E36K47—H OWNER S.S. OVERFILL PREVENTION VALVE MORRISON 9095559600AV OWNER S.S. SPILL CONTAINER W/ DRAIN, 2" FNPT INLET/OUTLET MORRISON 55155D OWNER 2" S.S. DRY BREAK ADAPTER PT COUPLING 44000230V OWNER 2" X 18" MxEZ S.S. DEF FLEX CONNECTOR FLEXING 20x18 MxEZM OWNER FIBERGLASS TRANSITION SUMP W/ 27" LID OPW PISEES PST -4630 OWNER TANK PROBE (FOR DEF) VEEDER ROOT 846391-409 OWNER USE ONLY STAINLESS STEEL PARTS AND FRP OR STAINLESS STEEL PIPING FOR THE DEF SYSTEM NOTES INTERIOR OF FIBERGLASS CONTAINMENT SUMP TO BE CLEAR OF PEA GRAVEL, TRASH AND ANY LIQUID. THOROUGHLY HAND CLEAN WITH WIRE BRUSH THE G.I. RISER SURFACE WITHIN 3" OF EXISTING TANK FITTING, ALL METALLIC COMPONENTS ABOVE TANK AND LOWER 1" OF SPILL CONTAINER. APPLY EPDXY PRIMER TO THESE AREAS. WRAP WITH '3M TAPE 20 MIL THICK. 4"0 G.I. NIPPLE, TIGHT FILL ADAPTER (OR STAGE I VR DRY BREAK) AND LOCKING CAP. MAINTAIN 1 1/2" TO 2" BETWEEN CAP AND OVERFILL CONTAINER COVER. USE STABILIZER BARS SUPPLIED WITH OVERFILL CONTAINER TO ESTABLISH CORRECT FINISHED ELEVATION. THE TORQUE RECOMMENDATION FOR TIGHTENING THE SPILL CONTAINERS TO THE RISER PIPES IS 250FT. LBS. MAXIMUM. 5 1/2" BELOW THE MANHOLE RIM ELEVATION. VAPOR RECOVERY ADAPTOR FINISHED HEIGHT TO BE 3 1/2" TO 4 1/2" BELOW THE MANHOLE RIM ELEVATION. "T&B" MODEL 3902 OR "O.Z./GEDNEY" MODEL G -100G 1/2"-1" HEAVY DUTY GROUNDING CLAMP OR OWNER APPROVED EQUAL. #5 REINFORCING STEEL BAR, MINIMUM 8' LONG PLACED HORIZONTALLY IN NATIVE SOIL. BAR IS TO BE AT 30" MINIMUM BELOW CONCRETE SLAB. #8 BRAIDED OR SOLID COPPER GROUNDING CONDUCTOR ROUTED IN SERIES BETWEEN BOTH SPILL CONTAINERS. CONNECT TO SPILL CONTAINERS AT GROUNDING STUDS PROVIDED. SECURELY CRIMP TO CONDUCTOR WITH "HYTOOL" NO. MR4C OR MY29. SPLICES ARE NOT PERMITTED BETWEEN GROUNDING STUDS AND/OR GROUNDING ROD. SLOPE PER SOILS REPORT OR TANK MANUFACTURER INSTALLATION INSTRUCTIONS COAXIAL PIPE MAY BE USED IN PLACE OF THE 2" X 3" CONFIGURATION WITH APPROVAL OF THE TOSCO CONSTRUCTION MANAGER. ONLY CLAMSHELL TYPE FITTINGS MAY BE USED WITH COAXIAL PIPE. NOTES ® PEA GRAVEL BACKFILL. ALL OTHER MATERIAL MUST BE APPROVED BY TANK MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. ® FIBERGLASS PIPE AND FITTINGS TO BE AMERON OR A.O. SMITH RED THREAD IIA. FITTINGS AND PIPING MAY NOT BE MIXED. USE ALCOHOL COMPATIBLE ADHESIVE. OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. EXCEPT WHERE INDICATED. ODO NOT USE THREAD SEALANT ON THREADS COMMON TO CAGE AND BASE. WHEN INSTALLING CAGE INTO BASE, LUBRICATE THREADS WITH LIGHT COATING OF GREASE. DO NOT OVERTIGHTEN. ® TANK BOTTOMS SHALL BE INSTALLED LEVEL. F INSTALL LID ONTO SUMP RISER AND SUMP RISER ONTO SUMP BASE USING ALL SUPPLIED GASKETS/ "0" RINGS, BOLTS, STEEL PLATES, ETC. PER SUMP MANUFACTURER'S INSTALLATION INSTRUCTIONS. OREINFORCE CONCRETE SLAB AROUND MANHOLE W/ 3—#4 REBAR 8' IN LENGTH 9"O.C.. PLACE REBAR 6" FROM SIDES OF BOX. MIN. 2" COVER. 8" THICK 3000 PSI CONCRETE SLAB REINFORCED W/ #3 REBAR © 18" O.C. TANK SLAB TO EXTEND 2' PAST TANK HOLE IN ALL DIRECTIONS. MINIMUM BEND RADIUS 4". 0 0 0 3/4" CONDUIT FROM EACH SUBMERSIBLE PUMP TO BUILDING. TERMINATE WITH SEAL—OFF PER NFPA SPECIFICATIONS. 3/4" CONDUIT FOR CONTAINMENT SUMP SENSORS. LOOP CONDUIT BETWEEN CONTAINMENT SUMPS, THROUGH JUNCTION BOX. SEAL OFF 1" HOME RUN AT BOTH 1ST TANK AND BUILDING. DO NOT PIPE INTO WIRING TROUGH. ALL PENETRATIONS MUST BE PERPENDICULAR TO CONTAINMENT SUMPS. CUT AND POSITION FILL TUBE WITH ANGLE AWAY FROM SUBMERSIBLE PUMP. OWNER'S ENGINEER SHALL VERIFY DROP TUBE HEIGHT. INSTALL TANK ID. MARKERS IN THE SPILL CONTAINMENT MANHOLES USING WORM CLAMP AROUND FILL RISERS. INCLUDE OXYGENATED FUEL DATE TAGS WHERE APPLICABLE. SECURE IN PLACE. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED BEDDING OF PEA GRAVEL. NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS. MAINTAIN 7" MINIMUM COVER BETWEEN SLAB BOTTOM AND TOP OF FRP PIPE/FITTINGS. PIPING STANDARD FALL TO BE 1/4" PER FOOT. VAPOR LINE FALL TO BE VERIFIED BY TOSCO CONSTRUCTION MANAGER AFTER PIPING IS LAID ON GRAVEL BEDDING. PETERSON Permit -Seal TRUCK FUELING ISLAND 19321st Avenue, Suite 307 Seattle, WA 98101 13100 48th Ave S - Tukwila, WA 98168 0427 A' Y M. SEMLIN STATE OF TEL. 206.770.7779 .stantec.com ISSUED FOR FIRE N oo0 U 0 U TANK & PIPE RECONFIGURATION 0 O 0 o`. �g U o ▪ 13.„, U a2 Q0 o o -t 0 n o Q - m 2 2 `O ac o 2 02 L OC -0o �'E o O o cap moo LC = 0 > 0 v m ▪ _0 o H a L T o $ 0) rno .g a o 0 0 0 U-aU� 4)4) a-= 0 0 U ISSUED FOR CONSTRUCTION In 0 Ib 0 m U m U z w 0 w 0 0 \< N N 0 0, 0 ISSUED FOR BID z ce U DESIGN REVIEW TANK DETAILS 0 0 v 0 0 -d a co 0 .y Project Number: 2007833019 File Name: Dwn. Chkd. Dean. YY.MM.DD Drawing No. FSS . Revision Sheet coo `i'V 9e -s /q'—IL&-tod - of 31 SAFETY NOTE WHEN DISPENSERS ARE INSTALLED AS SHOWN ON THIS DRAWING, THE REQUIREMENTS OF NFPA 30A 4-3.6 AND 4-3.7 REGARDING SHEAR SECTIONS ARE FULLY MET. FINISHED GRADE 36" HIGH gll 3'-6" —CANOPY COLUMN PER CANOPY MFR. SPECS CANOPY DRAIN PER CANOPY MFR. SPECS 4" HORSESHOE BOLLARD 5 1/4" MIN 10 1/2" MAX PIPING UNIONS "A" SIDE PIPING UNIONS N.T.S. 2 -PRODUCT, TWO HOSE DISPENSER W/ CONTAINMENT BOX EDGE OF TRENCH LiJ LU c� PRODUCT DIESEL PRODUCT DEF PRODUCT DIESEL LL LU 3 SIDE • • XX )C 3 7 xxx C iw6, w000(OOO(XX �f' \\ �..� A SIDE LEGEND P = PRODUCT LINE TOP OF DISPENSER ISLAND 13" ISLAND FORM TOP OF CONCRETE SLAB 2 SHEARLVALVE/ FORODIESEL BLOCK SECTION IS OR () FOR DEF FOR CLARITY (SEE PLAN VIEW FOR CORRECT LAYOUT) N.T.S. /i,/ / /A, / / 1. LINES TO SLOPE FROM DISPENSERS DOWN TO TANKS 1/8" PER FOOT MIN. 2. SHEAR SECTION OF EMERGENCY SHUT—OFF VALVE IS TO BE EVEN WITH THE TOP OF THE PUMP ISLAND +— 1/2". DISPENSER CONTAINMENT BOX AND PIPING TRENCH SECTION o xy o 0 X 0 ®0 1 1 O —CANOPY COLUMN PER CANOPY MFR. SPECS CANOPY DRAIN PER CANOPY MFR. SPECS 4" HORSESHOE BOLLARD 5 1/4" MIN 10 1/2" MAX PIPING UNIONS "A" SIDE PIPING UNIONS N.T.S. 2 -PRODUCT, TWO HOSE DISPENSER W/ CONTAINMENT BOX EDGE OF TRENCH LiJ LU c� PRODUCT DIESEL PRODUCT DEF PRODUCT DIESEL LL LU 3 SIDE • • XX )C 3 7 xxx C iw6, w000(OOO(XX �f' \\ �..� A SIDE LEGEND P = PRODUCT LINE TOP OF DISPENSER ISLAND 13" ISLAND FORM TOP OF CONCRETE SLAB 2 SHEARLVALVE/ FORODIESEL BLOCK SECTION IS OR () FOR DEF FOR CLARITY (SEE PLAN VIEW FOR CORRECT LAYOUT) N.T.S. /i,/ / /A, / / 1. LINES TO SLOPE FROM DISPENSERS DOWN TO TANKS 1/8" PER FOOT MIN. 2. SHEAR SECTION OF EMERGENCY SHUT—OFF VALVE IS TO BE EVEN WITH THE TOP OF THE PUMP ISLAND +— 1/2". DISPENSER CONTAINMENT BOX AND PIPING TRENCH SECTION o xy o 0 X 0 kkaa li O o • Stel 7 7 ;`it EXXXXXX 30000( N.T.S. EDGE OF TRENCH xx DISPENSER CONTAINMENT BOX AND PIPING TRENCH PLAN VIEW ORIGINAL SHEET - ARCH D N.T.S. STANDARD 12'-0" ISLAND LAYOUT NOTES O O THE SHEAR PLANE OF THE IMPACT VALVE IS TO BE MOUNTED NO MORE THAN +/— 1/2" FROM THE TOP GRADE OF THE ISLAND. ASPHALTIC EXPANSION MATERIAL SHALL BE KERFED AT 1/2" INTERVALS IN AREAS OF BENDS. THIS FORMED MATERIAL SHALL BE SECURELY FASTENED TO THE ISLAND AT FINISHED GRADE PRIOR TO CONSTRUCTION OF ADJACENT FLATWORK. ADJACENT FLAT CONCRETE SHALLOW SHALL BE EDGED ALONG THE EXPANSION MATERIAL USING 1/4" RADIUS EDGING TOOL. APPLY APPROVED THREAD SEALANT TO ALL RISERS AND THREADED FITTINGS. VENT LINE SHOULD STAND NO LESS THAN 4' FROM OUTSIDE EDGE OF CURB. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED BEDDING OF PEA GRAVEL. NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS. MAINTAIN 7" MINIMUM COVER BETWEEN SLAB BOTTOM AND TOP OF FRP PIPE/FITTINGS. DEEP METAL PAN WITH METAL NON—ADA FRAME. INCLUDES PRE—MOUNTED PRODUCT AND VAPOR SHEAR VALVES WITH ALL PENETRATION FITTINGS INCLUDED BUT NOT INSTALLED. NO FLEX CONNECTORS OR VAPOR PIPE ASSEMBLY PROVIDED. BOLLARDS TO INSTALLED ON SIDE AWAY FROM CANOPY COLUMN. CONTACTOR TO PAINT BOLLARDS & ISLAND FORMS TOSCO DARK GRAY (SHERWIN WILLIAMS OR DUNN EDWARDS). PRODUCT LINES SHALL SLOPE CONTINUOUSLY UPWARD FROM STP SUMP A MINIMUM OF 1/8" PER FOOT. ITEMS 0 OO im & 11 ARE INCLUDED IN THE BRAVO PAN KIT. ENTRY FITTINGS IN DISPENSER PAN SHALL BE INSTALLED BY CONTRACTOR. COAXIAL PIPE MAY BE USED IN PLACE OF THE 2" X 3" CONFIGURATION WITH APPROVAL OF THE TOSCO CONSTRUCTION MANAGER. ONLY CLAMSHELL TYPE FITTINGS MAY BE USED WITH COAXIAL PIPE. 4"-90' SR ELBOW STD. WT., WELD, STL. 4"O SCH. 80 STEEL PIPE SLOPE TOP AWAY FROM PIPE FIN. GRADE N.T.S. NATIVE SOIL e 1' C6 HORSE SHOE BOLLARD Fero OC 3"0 SCH 40 BLK STEEL COUPLING IN/ 1/4"0 THREADED HOLE & PLUG 3"0 SCH 40 BLK STEEL VENT RISER TO BE TAPED 12" A.F.G. 1/2" EXPANSION MATERIAL 3" BELL X NPT M ADAPTER FIN. GRADE N.T.S. VENT RISER DETAIL - SIDE VIEW 2" UNISTRUT TO I5E " SECURED TO 1 4X3 X4 STEEL POSTS P) W/ 1/4'0THEADE THREADED HOLE W/ PUG (TYP) 3" o VENT CAPS (TYP) 3"0 GALV. STEEL VENT RISER TO BE TAPED 12" A.F.G. PAINT TOSCO LIGHT GREY 1/4"x3"x4" STEEL POSTS FIN. GRADE 1' -4'x1' -4"x3'-6" CONCRETE FOOOTING N.T.S. NOTE: ALL EQUIPMENT TO BE INSTALLED BY CONTRACTOR FREE STANDING VENT RISER NO EQUIPMENT DESCRIPTION TWO HOSE MPD (1 TWO PRODUCT, ONE SIDED MASTER DIESEL W/ DEF (SHOWN)., 3 TWO SIDED DIESEL MASTER/SLAVE, 1 TWO SIDED MASTER/SLAVE DIESEL W/ DEF, AND 1 ONE SIDED DIESEL SLAVE) MANUFACTURER MODEL QUANTITY SUPPLIED BY NOTES E 1 0 GI LBARCO S—SERIES OWNER RESERVED OWNER DEF HOSE 17' GILBARCO OWNER 3" OR 4" FRP SUMP ENTRY BOOT (PRODUCT PIPING & VENT) APT FEB 300R / FEB 400R OWNER DEF NOZZLE (1") OPW 21GU-050G OWNER DEF BREAKAWAY W/ SS STRAIGHT SWIVEL OPW 21 GU—SSB OWNER SEE NOTE "I" 1 1/2"x24" MxM SWIVEL FLEX CONNECTOR (PRODUCT) UNISOURCE FG15D—MMS-24 OWNER SEE NOTE "I" SW FRP DISPENSER SUMP PHILTITE LMM-3617-5 OWNER SEE NOTES "F" & "I" 2" FLEXIBLE ENTRY BOOT (FOR DISPENSER SUMP) BRAVO I/" OWNER SEE NOTE "I" 10 1" FLEXIBLE ENTRY BOOTS (POWER HOME RUN, DISPENSER DATA LOOPED) APT FEB -100—D OWNER SEE NOTE "I" 11 3/4" FLEXIBLE ENTRY BOOTS (INTERCOM — LOOPED) APT FEB -075—D OWNER SEE NOTE "I" 12 1-1/2" MALE, EMERGENCY VALVE W/ DOUBLE POPPET (COMBO BODY) EBW 662-501-902 OWNER 13 DEF MIS FUELING DEVICE OPW MFPD OPW MFPD OWNER 14 3" THREADED VENT CAP MORRISON 354—D300AV OWNER 15 NOZZLE (GREEN) 1" HIGH FLOW PRESSURE ACTIVATED OPW 7HB-0100 OWNER 16 1" HOSES— 17'-0" FLEXSTEEL W/ FUEL GRIP GOODYEAR THERMIOD 532327132-01769 OWNER 17 WHIP HOSE— 1' FLEXSTEEL WHIP HOSE— 1' (NON STAGE II ALT.) (OR EQUIVALENT) GOODYEAR THERM IOD GY1VAPOR PUMPFLEX II OWNER 18 1" RECONNECTABLE BREAKAWAY SWIVEL COMBINATION OPW 66SB-1010 OWNER 19 WATER INDICATING PASTE (TO BE LEFT © STORE) SARGEL SASR160 OWNER 3" X 2" TERMINATING REDUCER ® DISPENSERS— NO TEST PORT ENVIRON RRB-3020 OWNER SPLATTER SHIELD, BLACK RICHARDS R1503R—BK OWNER 3 M INTERCOM / WIRED TO MPD SPEAKERS 3M D 20 12 CHANNEL OWNER JUNCTION BOX CH GUP215 CONT. SEAL OFF CH EYD2 CONT. PETERSON Permit -Seal TRUCK FUELING ISLAND 1932 1st Avenue, Suite 307 Seattle, WA 98101 TEL. 206.770.7779 13100 48th Ave S - Tukwila, WA 98168 A"YM. SEMLIN! iTATE OF WASHINGTON' .stantec.com O Oi O U CO U ISSUED FOR FIRE N 05 O U N U TANK & PIPE RECONFIGURATION W O N U N V ISSUED FOR CONSTRUCTION co m U m VI U z W J V REVISED PER a) >• 14 O 8 z o o . U O CO as ) 0 o 0. °c U) 0 •E O 0 j O • T 0 0 c O 0 V -`0 0 N N O N 0) ISSUED FOR BID ce U DESIGN REVIEW DISPENSER 4 PIPING DETAILS 0 0 mT 0 c 0. a mT HORSE SHOE BOLLARD OWNER Project Number: 2007833019 26 2" OR 3" FIBERGLASS PIPE (FRP) AO SMITH RED THREAD IIA OR AMERON CONT. File Name: 3" OR 4" FIBERGLASS PIPE (FRP) AO SMITH RED THREAD IIA OR AMERON CONT. 3" X 3" X 2" FRP TEE (OR 4" X 4" X 3") AO SMITH RED THREAD IIA OR AMERON CONT. SECONDARY CONTAINMENT FITTING AO SMITH RED THREAD IIA OR AMERON CONT. 30 3" OR 4" FRP 90 FITTING AO SMITH RED THREAD IIA OR AMERON CONT. Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. FS:, 31 COAXIAL FIBERGLASS PIPE AMERON DUALOY 3000/LCX CONT. SEE NOTE "J" j 1" DEF SHEER VALVE W/ FEMALE NPT ADAPTER OPW 60V—DEF 205900 OWNER Revision Sheet /3/00 ft%5S G /y-Rey/cel / - of 31 DER ROOT MON TORO NG SYST TANK SUMP COMPONENTS 1 TLS -350+ MONITORING CONSOLE WITH PRINTER PART NO. D/W TANK D/W PIPING D/W TANK S/W PIPING S/W TANK D/W PIPING S/W TANK S/W PIPING D/W TANK S/W PIPING CA, FL S/W TANKS S/W PIPING CA, FL COMMENTS TANK SUMP COMPONENTS 1 TLS -350+ MONITORING CONSOLE WITH PRINTER 847090-022 1 1 1 1 1 1 BASE SYSTEM 2 EXPANTION MODULE FOR TLS -350+ 329260-001 1 _ 1 1 1 1 1 FREE COMPONENT FOR FUTURE UPGRADES 3 CSLD SOFTWARE 330160-002 MAG PROBE INSTALL KIT - GASOLINE 849600-000 1 1 1/TANK 1 BRINE FILLED ANNULAR SPACE SENSOR 4 FOUR RELAY OUTPUT INTERFACE MODULE 329359-001 1 1 1 1 1 1 REQUIRED FOR POSITIVE SHUTDOWN 5 FOUR INPUT PROBE INTERFACE MODULE 329356-002 1 1 1 1 1 1 1/SUMP 6 EIGHT INPUT LIQUID SENSOR INTERFACE MODULE 329358-001 1 1 1 1 1 1 DRY ANULAR, NONDISCRIMINATING SUMP SENSOR TANK SUMP COMPONENTS 1 10' MAG 1 FOR 10' DIAMETER TANKS 847390-109 846391-409 1/TANK 1/TANK 1/TANK 1/TANK 1/TANK 1/TANK 1/TANK TANK LEVEL PROBE - NEED TO VERIFY DIA. TANK LEVEL PROBE - NEED TO VERIFY DIA, (REQUIRES DEF FLOAT KIT) 2 10' MAG FOR 10' DIA TANKS (ALTERNATIVE FUEL) 3 6' MAG 1 FOR 6' DIAMETER TANKS 847390-104 MAG PROBE KIT FOR DIESEL TANKS 3 TANK LEVEL PROBE - NEED TO VERIFY DIA. 4 MAG PROBE INSTALL KIT - GASOLINE 849600-000 1/TANK 1/TANK 1/TANK 1/TANK BRINE FILLED ANNULAR SPACE SENSOR 1/TANK OVERFILL ALARM 5 4" RISER CAP AND RING KIT 312020-952 749380-208 1/TANK 1/SUMP 1/TANK 1/SUMP 1/TANK 1/SUMP 1/TANK 1/SUMP 1/TANK 1/TANK 1/TANK 1/SUMP OVERFILL ALARM ACKNOWLAGEMENT SWITCH WPLLD w/SWIFTCHECK VALVE 6 PIPING SUMP SENSOR (NONDISCRIMINATEING) 7 SUMP SENSOR MOUNTING KIT (ONE PER SUMP SENS.) DRY INTERSTITAL SENSOR FOR ANULAR SPACE - 10' FRP 330020-012 749390-409 1/SUMP 1/TANK 1/SUMP 1/TANK 1/SUMP 1/SUMP 1/SUMP 1/SUMP 1/SUMP - 8 9 INTERSTITIAL CAP AND ADAPTER 312020-939 849490-001 330874-001 1/TANK 1/TANK CARWASH LOCATIONS - ELEC LINE LK. DET. w/FE PETRO 8 1/TANK 1/LINE 1 1/LINE 1 -_ WIRELESS PRESSURIZED LINE LEAK DETECTION w/FE PETRO STPs 10 WPLLD W/OUT SWIFTCHECK VALVE 11 WPLLD INTERFACE MODULE 12 WPLLD COMMUNICATIONS CONSOLE 330883-001 CARWASH LOCATIONS - ELEC LINE LK. DET. w/FE PETRO 10 PLLD LINE LEAK DETECTION SOFTWARE .1GPH & .2 GPH 330843-001 1 1 13_ WPLLD CONTROLLER MODULE 330841-001 CARWASH LOCATIONS - ELEC LINE LK. DET. w/FE PETRO 11 PLLD w/SWIFTCHECK VALVE 848480-003 329398-001 847590-001 576010-856 1 1 14 WPLLD LINE LEAK DETECTION SOFTWARE .1GPH & .2 GPH 330160-160 CARWASH LOCATIONS - ELEC LINE LK. DET. w/RED JACUET 12 VOLUMETRIC LINE LEAK DETECTION VLLD 1 -INPUT LINE LEAK MOD. MECHANICAL BLENDER SITES - ELEC. LINE LK. DET. - NEED TLS350-R 1 1 MECHANICAL BLENDER SITES - ELEC. LINE LK. DET. - NEED TLS350-R 15 VAPORLESS MECHANICAL LINE LEAK DETECTOR LD -2000 330149-002 1/STP _ 1/STP 1/STP 1/STP INCLUDES SOFTWARE __ 16 SITE DATA FAX MODEM (NON CO-OPS ONLY) 17 LINE SPLITTER OPTIONS 1 INTERSTITIAL SENSOR FOR ANNULAR SPACE - STEEL 793390-420 STEEL TANKS DOUBLE WALL SENSOR 2 MAG PROBE INSTALL KIT - DIESEL 849600-001 MAG PROBE KIT FOR DIESEL TANKS 3 DUAL FLOAT HYDROSTATIC SENSOR W/ VENTED LOCKING RISER CAP FOR BRINE FILLED WET ANNULAR SPACE 794380-302 BRINE FILLED ANNULAR SPACE SENSOR 4 OVERFILL ALARM 490091-001 NOT NESESSARY WITH OPW 61S0 -410C OVERFILL PROTECTION VALVE 5 OVERFILL ALARM ACKNOWLAGEMENT SWITCH WPLLD w/SWIFTCHECK VALVE 790095-001 849490-002 NOT NESESSARY WITH OPW 61S0 -410C OVERFILL PROTECTION VALVE WPLLD WITH RED JACKET STPs 6 7 PLLD w/OUT SWIFTCHECK VALVE 848480-001 330373-001 CARWASH LOCATIONS - ELEC LINE LK. DET. w/FE PETRO 8 PLLD INTERFACE MODULE CARWASH LOCATIONS - ELEC LINE LK. DET. w/FE PETRO 9 PLLD CONTROLER MODULE 330374-001 CARWASH LOCATIONS - ELEC LINE LK. DET. w/FE PETRO 10 PLLD LINE LEAK DETECTION SOFTWARE .1GPH & .2 GPH 330843-001 CARWASH LOCATIONS - ELEC LINE LK. DET. w/FE PETRO 11 PLLD w/SWIFTCHECK VALVE 848480-003 329398-001 847590-001 576010-856 1/LINE 1/LINE 1 1/LINE 1/LINE 1 CARWASH LOCATIONS - ELEC LINE LK. DET. w/RED JACUET 12 VOLUMETRIC LINE LEAK DETECTION VLLD 1 -INPUT LINE LEAK MOD. MECHANICAL BLENDER SITES - ELEC. LINE LK. DET. - NEED TLS350-R 13 VOLUMETRIC LINE LEAK DETECTOR KIT MECHANICAL BLENDER SITES - ELEC. LINE LK. DET. - NEED TLS350-R 14 THERMISTOR FOR VOLUMETRIC LINE LEAK DETECTOR MECHANICAL BLENDER SITES - ELEC. LINE LK. DET. - NEED TLS350-R VEEDER -ROOT TLS -350+ SETUP AND CONFIGURATION REQUIREMENTS FOR ALL TOSCO STATIONS. The following guidelines will be used at all Tosco Veeder-Root TLS -350+ system locations as shown in the above table. Standard setup values such as thermal coefficients and other site specific parameters will not be covered in this document. Refer to Veeder-Root System Setup. Manual Number 576013-880 for complete setup instructions. ONLY AUTHORIZED VEEDER-ROOT CONTRACTORS MAY PERFORM SYSTEM SETUP PROCEDURES. I. SYSTEM SETUP A.) B.) C.) D.) E.) F. ) G.) Station Header....Must include xxxx digit Tosco site number along with address. Shift Start Times....This option will be up to the dealer. Otherwise, shift time #1 will be set at 6:00 a.m. (Shift times 2,38c4 will not be utilized.) Periodic 0.2GPH Test Warnings... Enabled (Days=25). Single wall tanks only Periodic 0.2GPH Test Alarms... Enabled (Days=28). Single wall tanks only. This alarm will be assigned to perform line shut down. Annual 0.1GPH Test Warnings... Enabled (Days=340). Single wall tanks only. Annual 0.1GHP Test Alarms... Enabled (Days=360). Single wall tanks only. This alarm will be assigned to perform line shut down. System Security Code... Enabled - The six digit number will be at the choosing of the programming contactor. II. COMMUNICATION SETUP DATA Do not change from system defaults unless site has communication capability. III. IN -TANK SETUP DATA Follow the normal setup procedures. Use the following information as a standard. A.) Water Warning... Gasoline -1.5" Diesel/Racing Fuel -1.0" B.) High Water Alarm... Gasoline -2.0" Diesel/Racing Fuel -1.5" This alarm will be assigned to perform line shut down. C. Maximum or Label Limit... Total tank capacity as per the tank chart. D. Overfill Limit Alarm... 90% E. High Level Limit Alarm... 95% F. Delivery Limit Warning... 20% (This may also be a dealer's option.) G.) Low Level Limit Alarm... Use the gallon amount of a 10" level from off the tank chart. This alarm will be assigned to perform line shut down. H.) Leak Alarm Limit (During In -tank testing)... 50 gallons. This alarm will be assigned to perform line shut down. I.) Sudden Loss Limit (During In -tank quite time)... 50 gallons. This alarm will be assigned to perform line shut down. J.) Tank Tilt... If probe is mounted in the center of the tank, then the tank tilt will be set at default 0.00. If the probe is not centered in the middle of the tank, then follow the instructions in Section 8.D.3 of the Setup Manual for calculating tank tilt. DO NOT USE TANK TILT TO MATCH THE MANUAL STICK READING. IN MOST CASES THE TLS -350 SHOULD NOT MATCH THE STICK. K.) Leak Minimum 0.1GPH Annual... 10% (Set as per local regulatory codes.) L.) Periodic 0.2GPH Test Type... Standard M.) Annual 0.1GPH Test Fail... Disabled N. Periodic 0.2GPH Test Fail... Disabled 0. Gross 3.OGPH Test Fail... Enabled P. Annual 0.1GPH Test Averaging... Off Q. Periodic 0.2GPH Test Averaging... Off R. Tank Test Notify... On S. Tank Test Siphon Break... Off (Turn ON break valve is installed.) T.) Delivery Report Delay... 2 minutes. if tanks are manifolded and a V/R siphon IV. IN TANK AUTO LEAK TEST SETUP DATA (Retrofit single wall tanks only A.) Leak Test Method... All tanks B.) Leak Test Frequency... CSLD (0.2GPH Testing) If the station is not operating 24 hours then in -tank testing will be programmed for when the station is closed. V. PRESSURIZED AND VOLUMETRIC LINE LEAK SETUP (Retrofit single wall lines only) A.) 0.1 GPH Test... Enabled (Pressure LLD requires this test to be enabled in order to run a 0.10 GPH test. Volumetric LLD is already programed for the 0.10 GPH automatically.) B.) Shutdown Rate... 3.0 GPH only. This alarm will cause line shut down upon 3.0 gph testing failure C.) Pumpside Test (VLLD)... Enabled only if containment is NOT being monitored with a sump sensor. D.) Wait Mode... Temp. Meas. (If the system has a thermistor installed.) Vol. Change (If the system doesn't have a thermistor installed.) E.) NBP Partner... Enabled (This is required if the station has mechanical blenders or if the station has single wall lines.) VI. OUTPUT RELAY SETUP (ALL SYSTEMS EQUIPPED WITHOUT LINE LEAK DETECTION A.) B.) C.) Relay Type... Standard Relay Orientation... Normally Open Assignment Method. In -tank Alarms. (All Tanks) 1.) Periodic Test Alarms 2.) High Water Alarms 3.) Low Level Limit 4.) Leak Alarm Limit 5.) Sudden Loss Limit Liquid Sensor Alarms. (All Sensors) 1.) Fuel Alarms. VII. OUTPUT RELAY SETUP (Double walled piping and/or tanks.) A.) Relay Type... Standard B. Relay Orientaion... Normally Closed C. Assignment Method. In -Tank Alarms. (All Tanks) 1. Periodic Test Alarm 2. High Water Alarm 3. Low Level Limit 4. Leak Alarm Limit 5. Sudden Loss Limit Liquid Sensor Alarms. (All Sensors) 1.) Fuel Alarms. VIII. SIMPLICITY Contractor is to install the Tosco supplied veeder root line splitter and to connect the system to Simplicity. Tosco will notify simplicity of the installation. 41 0. 4 8 4 4 0. 14 41 4 41 z - o CL 1- 0_ Permit -Seal TRUCK FUELING ISLAND 1932 1st Avenue, Suite 307 ERE Seattle, WA 98101 TEL. 206.770.7779 13100 48th Ave S - Tukwila, WA 98168 A M. SEML.IN ATE OF WASHINGTON' .stantec.com O 0 0 co ISSUED FOR FIRE N O co CO 0 TANK & PIPE RECONFIGURATION 0 N 0 U ISSUED FOR CONSTRUCTION 0 O W 0 Fri N 0 Z W 0 W w-(62 • >' O N o ▪ s Z 2 • U • a) 0 H E o o D o -t 0 0. O 2 o a L N 0 E O 0 > g U O m 0'`6 6 a) � N O 0 ISSUED FOR BID cc 0 DESIGN REVIEW YEEDER ROOT MONITORING -16 Q mT mT Project Number: 2007833019 File Name: ORIGINAL SHEET - ARCH D Dwn. Chkd. Dsqn. YY.MM.DD Drawing No. FSI Revision Sheet /V -a( o of 31 115 VAC NOT CONNECT TO PUMP CONTROL OF THE SELF SERVE SYSTEM. OR DISPENSER, ON THE PRODUCT RELAY OR PUMP CONTACTOR CIRCUIT BREAKER PANEL 115 VAC NEUTRAL AC L INE AC NEUTRAL CNA5S I5 GROUND' BARRIER GROUNI RIGID CONDUI TO PUMP CONTROL& (SEE NOTE IJ C RIGID CONDUIT RIGID CONDUIT \1 \/ NCNO C NCNO C \I/ \I/ l RIGID CONDUIT INPUT EXTERNAL (61--IIELD DEVICE GALES) PLLD CONNECTION TO Li 4 L.2 (PUMP POUJER) FOR DATA COLLECTION PLLD TO PU11P CONTROLS (SEE NOTE 1) CONCRETE CLAS ON PACKED EARTH PER 1RPA 00 14• MINIMU°t DIA MANHOLE 2 CORD GRIP SEALS SUPPLIED WITH PROBE (7/// /////////4 RISER 04113461ON SHOULD BE 18" TO j THE BOTTOM OF 1140 RISER CAP TANK 8• MIN SEE NOTE 2 -WIRE CABLE SUPPLIED WITH PROBE II 400'APIPIPE SCHEDULE 40 - Uono.: RO ORmono.: cox unTH Vt NCH NPT RAS 06 CUBIC INCH MMIMk1) EPDXY SEAL PER NFPA SPEC AGNET06TRICTIVE PROBE NOTE: Increase thls minlmun dtm.nalan IT the tare dlam.tar do.a not match the yobs I.n?th lExalrpl.. A 7'6• ea. tank wlll u..n 8 probe. The extra probe h.Ight wlll b. lodged in the neer pipe, which mwt be 6" tenger than the mtnimun 1n order to provide room) MAGNETOSTRICTIVE PROBE TO JUNCTION BOX TERMINATION POINTS FOR SHIELDED GABLE (IF REQUIRED) 14• MINIMS1 DIA MANHOLE 2 CORD GRIP SEALS SUPPLIED WITH SENSOR LEADER CABLE 4" PIA RISER VIEW OF SENSOR SWITCH AT BOTTOM CP TANG INTERSTITIAL LIQUID SENSOR TO JUNCTION BOX B" NON -HAZARDOUS AREA JUNCTION BOX HAZARDOUS AREA WEATHERPROOF JUNCTION BOXES 1 PER PROBE OR SENSOR ,. rl v ®WHITE BLACK WATER wNITE GREEN FROM THE R" r 1 STOR VAPOR° BLACK • WATER °WHITE GROUND° BLACK FUEL (D RED .B O RED 3R)t)UNDOBLACK A O WHITE TO SENSOR TIE WRAP PACKET OUTER CABLE JACKET EPDXY SEALANT WIRE NUTS EPDXY SEALANT FOR TWO—WIRE CONNECTIONS RIGID CONDUIT TO MONITOR v 79 IA „ 33 37 3! 99 77 E /! "G" IMPORTANT: THIS IS A CONTROL DRAWING ONLY AND DOES NOT REFLECT THE ACTUAL LOCATIONS OF CONDUIT ENTRY (SEE NOTE 7 BELOW). VEEDER—ROOT REQUIRES THAT ANYONE INSTALLING OUR EQUIPMENT MUST BE LEVEL 1 CERTIFIED. FOR MORE INFORMATION REGARDING THE HOMESTUDY INSTALLERS COURSE CONTACT 860-651-2762. WARNING: IN INSTALLATION AND USE OF THIS PRODUCT, COMPLY WITH THE NATIONAL ELECTRICAL CODE; FEDERAL, STATE AND LOCAL CODES. IN ADDITION, TURN OFF POWER AND TAKE OTHER NECESSARY PRECAUTIONS DURING INSTALLATION, SERVICE AND REPAIR TO PREVENT PERSONAL INJURY, PROPERTY LOSS AND EQUIPMENT DAMAGE. WARNING: DISCONNECT ALL POWER BEFORE MAKING ANY CONNECTIONS TO PREVENT DEATH, SERIOUS INJURY, EXPLOSION, OR ELECTRICAL SHOCK. MONITOR MUST NEVER BE OPERATED UNLESS THE FRONT COVER IS CLOSED OVER THE BARRIER TERMINALS IN THE INTRISICALLY SAFE AREA. INTRINSICALLY SAFE WIRING BONDED CONDUIT MEANS THAT THE METALLIC SECTIONS OF CONDUIT ARE PERMANETLY JOINED TO FORM AN ELECTRICALLY CONDUCTIVE PATH THAT WILL ASSURE ELECTRICAL CONTINUITY, AND THAT THE CONDUIT HAS THE CAPACTIY TO CONDUCT SAFELY, ANY CURRENT LIKELY TO BE IMPOSED. a) NON—BONDED CONDUITS — ALL FIELD WIRING TO BE SHIELDED CABLE. SHIELDED CABLE MUST BE RATED LESS THAN 100 PICOFARAD PER FOOT AND BE MANUFACTURED WITH A MATERIAL SUITABLE FOR THE ENVIRONMENT SUCH AS CAROL' C2534 OR BELDON' 88760, 8760. 2. CONNECT THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER DISTRIBUTION PANEL WITH #12 AWG (OR LARGER) CONDUCTOR. 3. °® DENOTES FIELD WIRING CONNECTION USING WATERPROOF CONNECTORS SUPPLIED WITH THE PROBE(S) AND SENSOR(S). 4. INTRISICALLY SAFE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 504-20 OF THE NEC, ANSI/NFPA 70. 5. TO MAINTAIN INTRINSIC SAFETY, PROBE/SENSOR WIRING MUST BE INSTALLED IN SEALED CONDUIT 6. ELECTRICAL RATING POWER INPUT 120 VAC, 50/60 HZ, 100 VA MAXIMUM. 7. THIS DOCUMENT IS NOT TO BE USED AS A SUBSTITUTE FOR SPECIFIC EQUIPMENT INSTALLATION MANUALS. FOR INSTALLATION DETAILS USE THE RESPECTIVE MANUAL: TLS -350+ PLLD WPLLD 8. SUMP SENSOR TO BE SECURED SUMP MONITOR TO BE AT LOWEST POINT IN SUMP N.T.S. / 1 CUTAWAY VIEW OF STP SUMP l3INF-8C 576013-879 576013-902 576013-923 IN PLACE USING VEEDER ROOT P/N 330020-012 VEEDER ROOT UNIVERSAL SENSOR MOUNT UNISTRUT CONNECTED TO 4" RISER PIPE WITH 4" U—BOLTS 2 CONTAINMENT SUMP PLAN VIEW DWF-8C TRUCK FUELING Permit -Seal 0) co Iv Seattle, WA 98101 TEL. 206.770.7779 13100 48th Ave S - Tukwila, WA 98168 .stantec.com 0 m 01 0 ISSUED FOR FIRE N ao 0 CO 0 0 PIPE RECONFIGURATION CO O N 0 m t/1 0 ISSUED FOR CONSTRUCTION co 0 co 0 z w J 0 W o- 0 w GJ o • O O g z • U C .2 O C a) 0 O a a) ED- P� 0 a .E • O t c 00 o_ O 0 U -p 0 a � tc L 01 N N. O 0) ISSUED FOR BID z c 0 DESIGN REVIEW VEEIDER ROOT MONITORING C O U 7 0 O a. CD . c U N O U o. 00 O 0. 2 .p O 0 ,c 0 g i? c co m_c 0 -O Si o • 0- � 0_ ✓ 0 0 0 0 U • a) 0. mT 0 0 mo 0 .0) fx Project Number: 2007833019 File Name: Dwn. Chkd. Dsgn. YY.MM.DD Drawing No. FSS ORIGINAL SHEET - ARCH D Revision Sheet /3i00 ea heS of 31 OD 0 o ® III 0 PUMP-- 2T314] I pl ITR %I•I.1•I•I•I• 00000000 PUMP SENSE MODULE sieteoR-- IT 1 T 2 T 377 4T 6T 6Ir T T 81 a rur" ,a�a 1_ I. •1.l. .I. .1.1.1.1 II' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SENSOR INTERFACE MODULE g r71-01717.1NTERBTTTIAL V 6V 6V O W W W Y O W cumrr RATIO aOfl .}f. 1 . a Ibl 0 0 0 0 0 0 01 jJjJjJ •I 1 1 I•I•I•1•1•I•l•1•I•1•1.1•I•I 0;,;. 0000000 000000000 QLD AC INTERFACE MODULE VAPOR SENSOR INTERFACE MODULE 1 4 3 I M PR LI 1'°I I M PR LI pc{ IPI PR LI MUM A COW D 1717 1 W 6 W P O P O W5Thi =M t 1411%1 1 %1 /I•I•I•I•I•I.I.1.I.I•1•I.I ,°°.4 SENSOR r•I•I.1•I•I•r;1•I.1•I•I•I•) °R ;: •. „ 00 000 0 0000 0000 0000 000 0 0000 0000 SPUD CONTROLLER MODULE G B OROt,NpWATER SENSOR INTERFACE MODULE 8048CR r' 1 1-; 2 F: 3 =T+ 4 ; 3717. 6T T =1.81°', 'j 1 . . . .1. • •I.1. •1.1.x•1.1 1: VOC AFT 10000000 000000000 TYPE A INTERFACE MODULE 1 2 SENSOR 80 "' 7 2 Tyl IA O plA :7,117:-.] O 01 PR LI 001 IM 1•1! LI POI IM PR LI 1•01 Acta • • .1. •I• • • •1• •I•I u • •r•1.1• .1. • •1. •1• .1.1.1IMIvr- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . :, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PRESSURE LINE LEAK CONTROLLER MODULE TYPE B INTERFACE MODULE 3 1 Z 4 S 6 )c1ITaumtT -. 7 1 7. . . 5:- .. TA)01.2•1 RAMSe-B. .i.I.1.1. .1.1• es ;� �00e00 0000000 PRESSURE LINE LEAK INTERFACE MODULE -.• _�— � � HEEISTO! r1 7171. Z + 9= +4=1I+ I T Z T.3-.-rT 4=1 wureM OC INPUT �- I-1+247-1 - rae3ocreNoaRELAY O ) ) j • • 1 t MAT _a Pt • • • •• • •• ••• • 1 1 1 1 11 I I 11000000000 p p.,. ` j 1 1 (It 0 00 V� A X C.41s a""4�AM'^'� 6.%i00000./�00000 I/ I/1 VD COMBINATION MODULE PROISE/THERMISTOR INTERFACE MODULE 0 (g€1 0 0 e e -7 0 RIGID CONDUIT \1 \/ NCNO C NCNO C \I/ \I/ l RIGID CONDUIT INPUT EXTERNAL (61--IIELD DEVICE GALES) PLLD CONNECTION TO Li 4 L.2 (PUMP POUJER) FOR DATA COLLECTION PLLD TO PU11P CONTROLS (SEE NOTE 1) CONCRETE CLAS ON PACKED EARTH PER 1RPA 00 14• MINIMU°t DIA MANHOLE 2 CORD GRIP SEALS SUPPLIED WITH PROBE (7/// /////////4 RISER 04113461ON SHOULD BE 18" TO j THE BOTTOM OF 1140 RISER CAP TANK 8• MIN SEE NOTE 2 -WIRE CABLE SUPPLIED WITH PROBE II 400'APIPIPE SCHEDULE 40 - Uono.: RO ORmono.: cox unTH Vt NCH NPT RAS 06 CUBIC INCH MMIMk1) EPDXY SEAL PER NFPA SPEC AGNET06TRICTIVE PROBE NOTE: Increase thls minlmun dtm.nalan IT the tare dlam.tar do.a not match the yobs I.n?th lExalrpl.. A 7'6• ea. tank wlll u..n 8 probe. The extra probe h.Ight wlll b. lodged in the neer pipe, which mwt be 6" tenger than the mtnimun 1n order to provide room) MAGNETOSTRICTIVE PROBE TO JUNCTION BOX TERMINATION POINTS FOR SHIELDED GABLE (IF REQUIRED) 14• MINIMS1 DIA MANHOLE 2 CORD GRIP SEALS SUPPLIED WITH SENSOR LEADER CABLE 4" PIA RISER VIEW OF SENSOR SWITCH AT BOTTOM CP TANG INTERSTITIAL LIQUID SENSOR TO JUNCTION BOX B" NON -HAZARDOUS AREA JUNCTION BOX HAZARDOUS AREA WEATHERPROOF JUNCTION BOXES 1 PER PROBE OR SENSOR ,. rl v ®WHITE BLACK WATER wNITE GREEN FROM THE R" r 1 STOR VAPOR° BLACK • WATER °WHITE GROUND° BLACK FUEL (D RED .B O RED 3R)t)UNDOBLACK A O WHITE TO SENSOR TIE WRAP PACKET OUTER CABLE JACKET EPDXY SEALANT WIRE NUTS EPDXY SEALANT FOR TWO—WIRE CONNECTIONS RIGID CONDUIT TO MONITOR v 79 IA „ 33 37 3! 99 77 E /! "G" IMPORTANT: THIS IS A CONTROL DRAWING ONLY AND DOES NOT REFLECT THE ACTUAL LOCATIONS OF CONDUIT ENTRY (SEE NOTE 7 BELOW). VEEDER—ROOT REQUIRES THAT ANYONE INSTALLING OUR EQUIPMENT MUST BE LEVEL 1 CERTIFIED. FOR MORE INFORMATION REGARDING THE HOMESTUDY INSTALLERS COURSE CONTACT 860-651-2762. WARNING: IN INSTALLATION AND USE OF THIS PRODUCT, COMPLY WITH THE NATIONAL ELECTRICAL CODE; FEDERAL, STATE AND LOCAL CODES. IN ADDITION, TURN OFF POWER AND TAKE OTHER NECESSARY PRECAUTIONS DURING INSTALLATION, SERVICE AND REPAIR TO PREVENT PERSONAL INJURY, PROPERTY LOSS AND EQUIPMENT DAMAGE. WARNING: DISCONNECT ALL POWER BEFORE MAKING ANY CONNECTIONS TO PREVENT DEATH, SERIOUS INJURY, EXPLOSION, OR ELECTRICAL SHOCK. MONITOR MUST NEVER BE OPERATED UNLESS THE FRONT COVER IS CLOSED OVER THE BARRIER TERMINALS IN THE INTRISICALLY SAFE AREA. INTRINSICALLY SAFE WIRING BONDED CONDUIT MEANS THAT THE METALLIC SECTIONS OF CONDUIT ARE PERMANETLY JOINED TO FORM AN ELECTRICALLY CONDUCTIVE PATH THAT WILL ASSURE ELECTRICAL CONTINUITY, AND THAT THE CONDUIT HAS THE CAPACTIY TO CONDUCT SAFELY, ANY CURRENT LIKELY TO BE IMPOSED. a) NON—BONDED CONDUITS — ALL FIELD WIRING TO BE SHIELDED CABLE. SHIELDED CABLE MUST BE RATED LESS THAN 100 PICOFARAD PER FOOT AND BE MANUFACTURED WITH A MATERIAL SUITABLE FOR THE ENVIRONMENT SUCH AS CAROL' C2534 OR BELDON' 88760, 8760. 2. CONNECT THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER DISTRIBUTION PANEL WITH #12 AWG (OR LARGER) CONDUCTOR. 3. °® DENOTES FIELD WIRING CONNECTION USING WATERPROOF CONNECTORS SUPPLIED WITH THE PROBE(S) AND SENSOR(S). 4. INTRISICALLY SAFE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 504-20 OF THE NEC, ANSI/NFPA 70. 5. TO MAINTAIN INTRINSIC SAFETY, PROBE/SENSOR WIRING MUST BE INSTALLED IN SEALED CONDUIT 6. ELECTRICAL RATING POWER INPUT 120 VAC, 50/60 HZ, 100 VA MAXIMUM. 7. THIS DOCUMENT IS NOT TO BE USED AS A SUBSTITUTE FOR SPECIFIC EQUIPMENT INSTALLATION MANUALS. FOR INSTALLATION DETAILS USE THE RESPECTIVE MANUAL: TLS -350+ PLLD WPLLD 8. SUMP SENSOR TO BE SECURED SUMP MONITOR TO BE AT LOWEST POINT IN SUMP N.T.S. / 1 CUTAWAY VIEW OF STP SUMP l3INF-8C 576013-879 576013-902 576013-923 IN PLACE USING VEEDER ROOT P/N 330020-012 VEEDER ROOT UNIVERSAL SENSOR MOUNT UNISTRUT CONNECTED TO 4" RISER PIPE WITH 4" U—BOLTS 2 CONTAINMENT SUMP PLAN VIEW DWF-8C TRUCK FUELING Permit -Seal 0) co Iv Seattle, WA 98101 TEL. 206.770.7779 13100 48th Ave S - Tukwila, WA 98168 .stantec.com 0 m 01 0 ISSUED FOR FIRE N ao 0 CO 0 0 PIPE RECONFIGURATION CO O N 0 m t/1 0 ISSUED FOR CONSTRUCTION co 0 co 0 z w J 0 W o- 0 w GJ o • O O g z • U C .2 O C a) 0 O a a) ED- P� 0 a .E • O t c 00 o_ O 0 U -p 0 a � tc L 01 N N. O 0) ISSUED FOR BID z c 0 DESIGN REVIEW VEEIDER ROOT MONITORING C O U 7 0 O a. CD . c U N O U o. 00 O 0. 2 .p O 0 ,c 0 g i? c co m_c 0 -O Si o • 0- � 0_ ✓ 0 0 0 0 U • a) 0. mT 0 0 mo 0 .0) fx Project Number: 2007833019 File Name: Dwn. Chkd. Dsgn. YY.MM.DD Drawing No. FSS ORIGINAL SHEET - ARCH D Revision Sheet /3i00 ea heS of 31 File: 13035—CIVILdwg Date: Aug11,2014 01:58 PM J 0 0 0 f) 0 to w 0 o` N N T E o� (•co 1-� I d. 1-N VANED INLET GRATE (SOLID COVER OPTIONAL) STORMFILTER CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY ISA FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" 18" DEEP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 3.3' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/ftp, 1 gpm/ftq 2 gpm/ftp, 1 gpm/ftp, 2 gpm/ft,4 1 gpm/ftp, CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 7.5 15 7.5 PEAK HYDRAULIC CAPACITY 1 0 1 0 1 8 INLET PERMANENT POOL LEVEL (A) 1'-0" 1'-0" 2'-0" OVERALL STRUCTURE HEIGHT (B) 4'-9" 3'-9" 4'-9" GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. CONCRETE COLLAR AND REBAR TO MEET HS20 IF APPLICABLE BY CONTRACTOR GUTTER II II II II 11 11 II II II JI ILLI II STORMFILTER CARTRIDGE TYP. FILTRATION BAY INLET TYP. FLOW KIT TYP. • II 2'-4" INSIDE RIM 6" CURB 7'-1" OUTSIDE RIM 2'-4" INSIDE RIM PLAN VIEW 2'-0" 6'-9" 2'-8" ' 3=1:12: f I'..ft 2'-0" Zo GUTTER ACCESS COVER PERMANENT POOL ELEVATION CLEANOUT ACCESS PLUG ON WEIR WALL ZLILLEX SECTION A -A CB STORMFILTER - 2 CARTRIDGE SCALE: N.T.S. CARTRIDGE SUPPORT TYP. CATCHBASIN FOOT (TYP. OF 4) 2 -CARTRIDGE DEEP CATCHBASIN STORMFILTER DATA STRUCTURE ID CB #3 WATER QUALITY FLOW RATE (cfs) 0.028 PEAK FLOW RATE (<1.8 cfs) 0.27 RETURN PERIOD OF PEAK FLOW (yrs) 25 CARTRIDGE FLOW RATE (gpm) 7.50 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG RIM ELEVATION 18.30 1 gpm/ftq 2 gpm/f,4 PIPE DATA: I.E. DIAMETER INLET STUB -- -- OUTLET STUB 16.00 8" 7.5 CONFIGURATIONS OUTLET OUALET 01 0 ALET _I -NL -CT OUT Oi�( 1Y p INLET INLET 0 INLET INLET 1'-0" SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: ti'AITE H' ENGINEERED SOWTIONS LLC 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-526-3999 513-645-7000 FLOATABLES BAFFLE PERMANENT POOL LEVEL FINISHED GRADE 513-645-7993 FAX FILTRATION BAY INLET 5" INLET STUB (OPTIONAL) 2'-0" INSIDE 2'-0%" OUTSIDE SECTION B -B OUTLET STUB OUTLET PIPE FROM FLOWKIT CATCHBASIN FOOT (TYP. OF 4) STORMFILTER CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY ISA FUNCTION OF THE CARTRIDGE SELECTION HAS A MAXIMUM OF THREE CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK REQUIRED. CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. AND IS ALSO AVAILABLE WITH AN CONTROL. HYDRAULIC CAPACITY, AN UPSTREAM 3 CARTRIDGE CATCHBASIN 18" CARTRIDGE. STORMFILTER BYPASS STRUCTURE IS 0.042 CARTRIDGE HEIGHT 27" 18" 18" DEEP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 3 3' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/ftp, 1 gpm/ftq 2 gpm/f,4 1 gpm/ftq 2 gpm/ftl, 1 gpm/hp, CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 7.5 15 7.5 PEAK HYDRAULIC CAPACITY 1 0 1 0 1 8 INLET PERMANENT POOL LEVEL (A) 1'-0" 1'-0" 2'-0" OVERALL STRUCTURE HEIGHT (B) 4'-9" 3'-9" 4'.9" GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ANGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. CONCRETE COLLAR AND REBAR TO MEET HS20 IF APPLICABLE BY CONTRACTOR 1'-0" COLLAR FILTRATION BAY INLET TYP. VANED INLET GRATE (SOLID COVER OPTIONAL) NW 1/4 OF SEC. 14, T23N, R4E. , W.M., CITY OF TUKWILA, KING COUNTY, WA 3 -CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID CB #4 WATER QUALITY FLOW RATE (cfs) 0.042 PEAK FLOW RATE (<1 cfs) 0.40 RETURN PERIOD OF PEAK FLOW (yrs) 25 CARTRIDGE FLOW RATE (gpm) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG RIM ELEVATION 18.30 PIPE DATA: I.E. DIAMETER INLET STUB -- -- OUTLET STUB 16.00 8" CONFIGURATION OUTLET 0 0 0 00 ,:UTI�LET INLET ISI T.Efi SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: 3 -CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID CB #9 WATER QUALITY FLOW RATE (cfs) 0.047 PEAK FLOW RATE (<1 cfs) 0.40 RETURN PERIOD OF PEAK FLOW (yrs) 25 CARTRIDGE FLOW RATE (gpm) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG RIM ELEVATION 18.50 PIPE DATA: I.E. DIAMETER INLET STUB -- -- OUTLET STUB 16.20 8" CONFIGURATION OU TLET OUTLET 00 O 00 INLET INike SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: ACCESS COVER 2'-4" 2'-4" INSIDE RIM 4'-0" INSIDE RIM 8'-9" OUTSIDE RIM 2'-0" 2'-8" 8'-5" 3'-8" CARTRIDGE SUPPORT TYP. FLOW KIT TYP. r - CLEANOUT ACCESS PLUG ON WEIR WALL CB STORMFILTER - 3 CARTRIDGE SCALE: N.T.S. PERMANENT POOL LEVEL STORMFILTER CARTRIDGE TYP. m CATCHBASIN FOOT (TYP. OF 4) 3 -CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID CB #8 WATER QUALITY FLOW RATE (cfs) 0.047 PEAK FLOW RATE (<1 cfs) 0.40 RETURN PERIOD OF PEAK FLOW (yrs) 25 CARTRIDGE FLOW RATE (gpm) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG RIM ELEVATION 18.50 PIPE DATA: I.E. DIAMETER INLET STUB -- -- OUTLET STUB 16.20 8" CONFIGURATION OU TLET OUTLET 99JIO O 00 INLET SET SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: 3 -CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID CB #10 WATER QUALITY FLOW RATE (cfs) 0.047 PEAK FLOW RATE (<1 cfs) 0.40 RETURN PERIOD OF PEAK FLOW (yrs) 25 CARTRIDGE FLOW RATE (gpm) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG RIM ELEVATION 18.50 PIPE DATA: I.E. DIAMETER INLET STUB -- -- OUTLET STUB 16.20 8" CONFIGURATION OUTLET OUTLET 00_ 0 OI O I�lEC1r LET SLOPED LID NO SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: CB#4 WILL HAVE CURB & GUTTER. NO COLLAR AT CURB SIDE. CONITECH° ENGINEERED SOWTIONS LLC 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-526-3999 513-645-7000 513-645-7993 FAX FLOATABLES BAFFLE PERMANENT POOL LEVEL FILTRATION BAY INLET INLET STUB (OPTIONAL) LIFTING EYE (TYP. OF 4) WEIR WALL 5" 2'-0" INSIDE 2'-0/" OUTSIDE OUTLET STUB OUTLET PIPE FROM FLOWKIT CATCH BASINFOOT (TYP. OF 4) PRE13-018 APPROVED FOR CONSTRUCTION BY: DATE. ENGINEERING PLANS EXAMINER APPROVAL EXPIRES' ORIGINAL SHEET - ARCH D TDG NO. 13035 Permit-Seal RCHITECTURE L I-2 0 /--' U O � N C Z h J Z ei W Z .....4 Z PALI w J W 5 E222121 CZ TRUCK FUELING STATION 0 gd- 0 CV a_ ISSUED FOR CONSTRUCTION 2014.08.05 c a REVISED PER CLIENT ©1 13100 48th Avenue South - Tukwila, WA 98168 2014.07.22 a 0 EC -1 0 0 w u, CO 03 aCJ) 5027 51st Avenue SW 2014.05.30 CL PERMIT SUBMITTAL CIVIL DETAILS E 0 0 0 CA 0 �a).. 4.3 am 0 In 0 N rn cci co 0. 0 0 0- 0. 0. m 0 0 0 y a> Project Number: 2007833019 File Name: 13035CIVIL.dwg PAD PAD PAD 2014.04.23 Dwn. Chkd. Dsqn. W.MM.DD Drawing No. C5 Revlslon Sheet /3/GD 7�5 5 of 7 /--(t&-16,12/ File: 13035—CIVILdwg Date: Aug21,2014 12:21 PM J 0 0 N. O uJ u� o o 0) a� •LO G ao_ 271 0N- o� co I -N 41111111111 11•111•11 SDMH #1 PER DTL. 3/C3 RIM= 19.20 IE= 15.33 (8"S) IE= 15.05 (24"NE) IE= 15.00 (8"E) IE= 15.00 (12"W) EX. SDMH, RIM= 18.99 IE= 14.44 (12"NW) IE= 14.39 (EX. 12"SE) IE= 14.43 (EX. 12"SW) IE= 14.51 (EX. 15"NE) EX. 15"D D ---- D D R/W LINE FOR INFORMATION CALL STORMTECH (866) 647-3362 SC -740 END CAP SC -740 CHAMBER IMMO 7 l In! 26N 8 \ PERF. PVC / © 0.5% CLEANOUT RIM= 19.00, IE= 15.25 12"D -SDMH #5 RIM= 19.60 IE= 15.05 (12"NE,SE) IE= 15.05 (24"SW) N-12" HDPE MANIFOLD PROPOSED 18 CHAMBERS PRV'D VOL (EL 15.0 -17.0)= 843 CF ROCK GALLERY FOOTPRINT STORMTECH DETENTION SYSTEM LEGEND EXISTING .111111111111111111111111.0 ••110. ts D4 O --- E -- - - - T - - 1-D-1 -0- SCALE: 1" = 10' PROPOSED PROPERTY LINE R.O.W. CENTERLINE EASEMENT 100 GRADING CONTOUR 90.00 -v 3/4 - 2 INCH CLEAN, OPEN GRADED, ANGULAR AGGREGATE GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ALL AROUND STONE MIN. ALLOWABLE BEARING CAPACITY TO BE FIELD TESTED GRADE VARIES PER PLAN EL= 19.0 MIN. OVER STORMTECH EL= 17.50 EL= 17.00 EL= 15.00: BOT. OF LIVE -STORAGE EL= 14.50: BOT. OF CHAMBERS EL= 14.00: BOT. OF EXCAVATION FIELD GEOTECH ENGINEER TO CONFIRM ADEQUATE BASE THICKNESS SECTION - STORMTECH DETENTION (SC -740) SCALE: N.T.S. EX. CB RIM= 18.60 IE= 14.60 (EX. 12"NW) IE= 14.40 (EX. 12"SE) 0 EX. SDMH RIM= 18.99 [LOWER TO 18.75] IE= 14.44 (EX. 12"NW) IE= 14.39 (EX. 12"SE) IE= 14.43 (EX. 12"SW) \ IE= 14.51 (EX. 15"NE) / STORMTECH CHAMBER DETENTION SYSTEM IE(OUT)= 15.00 SEE DTL. 1/C2 SOLID ROUND 7 - WITH LOCKING PER CITY STD RIM= 19.20 OVERFLOW= 17.20 EL= 16.88 IE (12"OUT)= 15.00 MORTAR (TYP)-7 STEPS PER CITY STD. PLAN DS -10C RISER SUPPORTS (TYP) RESTRICTOR PLATE W/ ORIFICE #1 DIA= 1.74 IN. \ 0 "N LID MARKED "DRAIN" BOLTS . PLAN DS -09 NW 1/4 OF SEC. 14, T23N, R4E. , W.M., CITY OF TUKWILA, KING COUNTY, WA ORIFICE #2 PER WSDOT STD. PLAN B-10.40-00, 4" ELBOW, ORIFICE DIA= 2.54 IN IE (8"SE)= 15.00 PERF. PIPE 24" HDPE IE (24"IN)= 15.05 24" DIA. ACCESS 8" SHEAR GATE WITH CONTROL ROD FOR CLEANOUT PER WSDOT STD. PLAN B-10.40-00 - TYPE 2 - 54" DIA. CATCH BASIN PER CITY STD. PLAN DS -02 SECTION VIEW CB #2 - CONTROL STRUCTURE SCALE: N.T.S. a - a -- 5 12"" D E G Pa f NOTE SPOT ELEVATION SWALE GRADE BREAK WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE ELECTRICAL LINE TELEPHONE LINE GAS LINE POWER VAULT UTILITY POLE STREET LIGHT THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL '811' ORIGINAL SHEET - ARCH D T T P(OH) P(OH) P(OH) , �- P(OH) P(OH) P(OH) P(OH> T T P(OH) T T P(OH) P(OH) T P(OH) P(OH) P(OH) T -v• T. P(OH) v ,p T P(OH) D 0 G � G S41°45'43"W 1399.73' (MEAS. 48TH AVE. S. -EX. CONC. CURB & GUTTER TO REMAIN0 Ey PSNO ROPOwn' EX. 15"dSTORM- • - ---- s ---- - STEPS •PSH) P(OH) EX.,, CONC. SIDEWALKI;TO REMAIN In w N41°454 -3"E 23.70' E ==# W '„(911:cf r i (,j i ()1 D --- - D - D - coma u11uTY SHEC L• 4" PVC,SDR26 0 1% MIN. CONN. ROOF DRAIN 2.25 �... - ` [REMOVEf EX. CB RIM= 17.93 . . IE= 14.99 (EX. 852°46 44„w 0 Ems» ... .... J .... ..... .... [REMOVE] f,, • EX. CB ,/ RIM= 17.47 ............... IE= 15.45 (EX. 12"NW) i; 52°46,4. 1.a IE (12"OUT)= 15.00 *11111111111TYPE 2 - 54" DIA. CATCH BASIN PER CITY STD. PLAN DS -02 �t1Wisvi-• PLAN VIEW IE (24"IN)= 15.05 IE (8"IN, PERF. PIPE)= 15.00 IE (8"IN)= 15.33 STORM STRUCTURE / CLEANOUT SCHEDULE CB/CO TYPE RIM IE 1 SDMH, TY. 2-54", SL 19.20 15.33 (8"S) CONTROL STRUCTURE 15.05 (24"NE) PER DTL. 3/C3 15.00 (8"E) 15.00 (12"W) 2 CB, TY. 1-L, SL 18.42 15.94 (8"NW,SW) 15.94 (8"N) 3 STORMFILTER 18.30 16.00 (8"SE) 2 CART., DTL. 1/C5 4 STORMFILTER 18.30 16.00 (8"NE) 3 CART., DTL. 2/C5 5 SDMH, TY. 2-54", SL 19.60 15.05 (12"SE) 15.05 (12"NE) 15.05 (24"SW) 6 CB, TY. 1-L, SL 20.10 16.21 (6"W) 15.21 (8"SE) 15.21 (12"W) 7 CB, TY. 1-L, SL 18.63 16.10 (8"NE,E,SE) 16.10 (8"NW) 8 STORMFILTER 18.50 16.20 (8"SW) 3 CART., DTL. 2/C5 9 STORMFILTER 18.50 16.20 (8"W) 3 CART., DTL. 2/C5 10 STORMFILTER 18.50 16.20 (8"NW) 3 CART., DTL, 2/C5 11 CLEANOUT 20.17 17.40 CATCH BASINS, TYPE 1-L PER WSDOT STD. PLAN B-5.40-01 SDMH PER CITY STD. PLAN DS -02 CB SOLID LID PER CITY STD. PLAN DS -04 SDMH SOLID LID PER CITY STD. PLAN DS -09 CLEANOUTS PER CITY STD. PLAN SS -03 STORM PIPE SCHEDULE PIPE DIA/TYPE LENGTH (FT) SLOPE A 12" PVC,SDR35 17 3.59% B 8" PVC,SDR26 67 0.91% C 8" PVC,SDR26 6 1.00% D 8" PVC,SDR26 6 1.00% E 12" PVC,SDR35 32 0.50% F 8" PVC,SDR26 104 0.86% G 8" PVC,SDR26 9 1.11% H 8" PVC,SDR26 7 1.43% 1 8" PVC,SDR26 9 1.11% J 6" PVC, SDR35 119 1.00% PIPE SHALL HAVE 24" MIN. COVER, EXCEPT DIP, CL.50 PIPE LENGTHS DIST. TO CTR. OF STRUCTURE, U.N.O. TDG NO. 13035 Permit -Seal w V � U 1-4 EV 0 w a U "121 Ci1, C. f z Ed Ed rh z � W W 5 Ezzfti TRUCK FUELING STATION N 0 O st 0 PIPE RECONFIGURATION, WATER METER .23 13100 48th Avenue South - Tukwila, WA 98168 0 co 0 REVISED PER CLIENT N O 0 ISSUED FOR BID 0) a) 0) 5027 51st Avenue SW O O 0 N a a PERMIT SUBMITTAL PRE13-018 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. INTERSTATE APPROVED FOR CONSTRUCTION BY: DATE' ENGINEERING PLANS EXAMINER APPROVAL EXPIRES' 8/21/14 Project Number: 2007833019 File Name: 13035CIVIL.dwg phone 206.923.0590 website www.terraformadesigngroup.com 0 co 0 a.) u) 0 q co PAD PAD Dwn. Chkd. PAD 2014.04.23 Dean. YY.MM.DD Drawing No. C3 Revision She /31c0 0/�,9ves /f uG 70V 13 of 7 0- 2 �o £ C 0 0:a Co. 431E a= 'raj l4: N PCD P(OH) Pmro P(OH) P(OH) P(OH) P(CH) P(OH) P(OH) HAND -HOLE BASE PLATE WITH DRY PACK BELOW 1", 45 DEGREE CHAMFER 36" FINISHED GRADE -111-111-111-111=111-11 DEPTH: 72" 5-#5 REBAR STEEL EQ SPACED WITH 3" CLEARANCE. PROVIDE #4 TIE BARS AT 12" O.C. FULL HEIGHT CONCRETE BASE PCOH) FIXTURE SEE LUMINAIRE SCHEDULE POLE STYLE, DIAMETER AND FINISH PER LUMINAIRE SCHEDULE. GROUNDING LUG INSIDE HAND -HOLE CONNECT CIRCUIT GROUND HERE LOOP #6 BC THROUGH GROUNDING BUSHING ON CONDUIT ANCHOR BOLTS SUPPLIED WITH POLE. INSTALlf PER MANUFACTURER S RECOMMENDATIONS TROWEL FINISH EXPOSED SURFACE WELD GROUND WIRE TO REBAR 18" SEE FIXTURE SCHEDULE FOR POLE HEIGHT SITE LIGHTING BASE DETAIL 24"R GRC ELBOW ,-GRC TO PVC ADAPTER -'- TO LTG CKT tSCHED 40 PVC, SIZE PER PLANS SCALE: NONE P(OH) P(OH) P.D*. D 0E2 v D v 1 V o D• MO.) P(OH) D PC011)' D P(OH) N.E.C. HAZARDOUS AREA NOTES OB TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - VENT -DISCHARGING UPWARD) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: Within 3 feet of open end of vent, extending in all directions. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: Space between 3 feet and 5 feet of open end of vent, extending in all directions. • PCOH)- P(OH D 0.0 0.1 0.3 0.5 0.7 0.7 0.7 0.7 0.7 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.3 0.5 0.7 Q.2..__ -_0.3_. 0,3 0,7 1.4 _1.2 _ 1-0 10.1 0.5 0. 1.2.93.-6/w 2.Q I 1.1 ss - 0.7 0.6 0.6 0.7 0.5 0.8 _ Q.4 _0.2_ Q.2 0.2 -012 0.1 - 0.1 015411'45'43aVU� 139373' 0�6'EA!2 1.1 ���0 Q 9 0.8 0.5 0 0.6 0.4 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.1 01 04 1 _ W w 5.n 4 7 2.7 1 3 w -- 0.1 " .4 0.6 5.1 3.3 2.4 2.2 0.1 0.3 0. 0.1 0.4 0.6 0.1 0.6 1. 0.3 0.9 0. 0.3 0.7 1.6 C ( > 2.5 0.2 0.4 1.il 0.2 0.7 2.3 w w W 0.6 0.3 •n 0.7 w 0 7 0.8 w 0�6 W 0.2w 0 w6 0.9 1.3 5.7 3.4 2A-1625 1.7 4.0 ( FA 6.6 5.4 5.3 3.4 1.9 2.1 8.4 2.5 5.5 3.4 2.1 2.6 9.1 3.0 5.5 3.0 2.1 2.5 9.7 5.3 4.8 3.0 2.0 2.0 8.9 5.1 3.5 2.9 2.8 2.0 9.2 0.6 0.7 0. 3.9 2.9 2.5� ( P1 )A-16 0.9 1.0 0.8 1.5 0.9 1.7 5.6 3.7 2.4 2.1 5.1 5.8 3.3 1.7 1.1 3.6 2.3 1.2 1.0 0.7 0.3 4.0 6.2 6.7 5.3 3.2 1.6 /.0 2.1 0.3 0.6 0.7 19.8 24.9 26.7 26.7 26.8 26.6 5.3 3.6 2.6 2.6 0.9 1.7 2.2 2.8 3.3 2.9 2.9 0.7 2.1 4.6�. 3.3 3.7 0.5 0.9 2.5 5.3 4 -8 L, �'�. 5.9 5.1 4.7 0.3 0.3 0.8 2.0 A-16 .3 1.2 -�1.9 3.3 5.2 5.4 4.0 2.3 0.5 0.1 0.1 0.1 0.1 0.2 0.4 0.9 2.0 2.4 3.4 10.7 s•Il! 0 la 33.1 37.5 26 1-6.2 6.9 2.7 3.6 6:6 5 3 3.3 1 a w w w (1 6 0.7 3.4 2.6 2.7 1.5 \ 1.3 0.4 0.7 4�2 46.6 233.5 [1° 12 36.0 m 13.6 4.3 2.7 4.0 0.3 14.5 4.0 1.4 0.9 0.3 ( FA 44.2 49.8 36.0 14.8 3.9 0.5 0.3 0.3 E z .5 36.1 14.4 3.6 a E A-18 0.5 1.1 3 2.3 2.4 1.2 ( P1 ) 4.4 3.8 2.9 3.0 1.4 1.0 4.9 5.3 3.8 2.6 2.9 1.6 0.6 0.6 1.7 4.7 3.2 2.6 5.1 4.1 0.5 0.4 0.8 2.0 2.5 3.0 4.9 5.0 0.3 0.2 0.1 0.2 0.4 0.8 1.4 2.4 3.3 3.5 5.2 (P1) A-18 44.0 49.7 35.8 14.6 3.6 0.3 0.1 0.1 0.1 0.4 1.0 1.6 2.5 3.4 3.5 0 0 0 1 1 1 �.1 50.7 2136.3 14.5 3.5 0.2 0.1 0.1 0.2 0.3 1.0 2.2 2.9 3.6 4.8 5.5 44.7 50.2 16.3 E m 9 36.3 z 45.9 33.2 El 40.4 14.4 3.5 0.2 0.1 0.1 0.2 0.5 0.9 1.6 1.9 2.7 5.6 5.6 FA 14.8 3.6 0.2 0.1 0.1 0.3 0.8 1.3 1.6 1.9 2.5 3.7 2.2 14.3 3.4 0.2 0.1 0.1 0.3 0.8 1.5 1.7 2.0 2.6 3.2 1.2 12.9 3.2 0.2 0.1 0.1 0.2 0.6 1.1 1.4 1.6 3.1 5.5 2.2 32.9 34.9 225.4 9.8 2.4 0.2 0.1 0.1 0.2 0.3 0.6 1.0 2.1 17.5_ '. 14.2 5.7 1.4 0.1 0.1 0.1 0.1 0.2 0.5 1.0 2.8 3.2 4.6 4.3 3.2 4.0 ( P1 ) 0.1 0.4 0.5 0.3 0.9 0.5 0.5 0.7 0.9 0.7 0 2 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.6 1.7 2.0 0.0 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i1 I 1 0.2 0.4 0.8 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1 1 0 0 1 1 0 0 .1 1 0 0.9 1.1 0.8 0 4 4 4 2 7 1 0 8 6 5 0 7 5 4 0 8 2 0.0 0.1 0.0 0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.8 0.8 0.9 0.9 ICAL-PHOTON ORIGINAL SHEET - GRT 2014, ROBISON ENGINEERING, INC. BKONG F:VF*1_\230-1265 PETERSON FUEL Ti1KNAU WA\DWG\E2 sat PONER.DWG 06-04-2014 15:29 ETHICS w w 0 8' P(OH) NOW PCCH) P(OH) �-•- 32.9' D/W -►i MHO Pmm P COW PCCH) (E) U.G SERVICE CONDUITS s -s Aft POW ELECTRICAL GENERAL NOTES 1. ELECTRICAL WORK TO BE PERFORMED IN COMPLIANCE WITH ELECTRICAL CODE THAT IS ENFORCED BY LOCAL JURISDICTION. 2. ELECTRICAL CONTRACTOR BIDDING AND/OR PERFORMING WORK ON THIS FUEL SYSTEM PROJECT SHALL HAVE SUCCESSFULLY PERFORMED A MINIMUM OF SIX PREVIOUS FUEL FACILITY ELECTRICAL INSTALLATIONS IN THE PAST FIVE YEARS AND SHALL SUBMIT A SIGNED LETTER TO THE ENGINEER STATING THIS. WITHOUT THESE QUALIFICATIONS, THE CONTRACTOR SHALL BE DISQUALIFIED FOR PERFORMING THE WORK. PREVIOUS EXPERIENCE SHALL INCLUDE POWER, MONITORING AND CONTROL WIRING FOR FUEL TANKS, PUMPS AND DISPENSING SYSTEMS. 3. CONTRACTOR TO IDENTIFY N.E.C. HAZARDOUS AREAS AROUND FUELING EQUIPMENT AND PROVIDE INSTALLATION IN COMPLIANCE WITH HAZARDOUS AREA REQUIREMENTS. REFER TO PLAN AND N.E.C. HAZARDOUS AREAS NOTES ON THIS SHEET. ALL ELECTRICAL WORK SHALL COMPLY WITH ARTICLE 514 OF THE NATIONAL ELECTRICAL CODE 4. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT, CONDUCTORS, AND RELATED MATERIALS FOR COMPLETE WIRING OF FUEL DISPENSING SYSTEM. ELECTRICAL CONTRACTOR SHALL MAKE ALL CONNECTIONS TO OWNER FURNISHED EQUIPMENT AND SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN TIGHTENING TERMINAL LUGS IN DISTRIBUTION BOX AND COMPUTER MODULES. 5. CONTRACTOR TO APPLY FOR AND OBTAIN PERMITS REQUIRED FOR WORK AND SHALL SCHEDULE INSPECTIONS WITH ELECTRICAL INSPECTOR. 6. WORK SHALL NOT BE COVERED OR CONCEALED UNTIL APPROVED BY INSPECTOR. 7. PROVIDE ITEMS NECESSARY TO COMPLETE ELECTRICAL SYSTEMS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY CONDUIT, BOX, CONDUCTOR OR SIMILAR ITEMS FOR A COMPLETE INSTALLATION. 8. GROUND ALL ELECTRICAL DEVICES, MOTORS, METALLIC PIPING, DUCTWORK, METAL FRAMING, REINFORCING STEEL, ETC., IN ACCORDANCE WITH NEC ARTICLE 250. UTILIZE THE METALLIC RACEWAY SYSTEMS AS THE SYSTEM GROUNDING PATH FOR ALL DEVICES UNLESS OTHERWISE NOTED. PROVIDE SEPARATE GREEN GROUNDING CONDUCTOR FOR ALL FLEXIBLE EQUIPMENT CONNECTIONS AND ALL EXTERIOR ELECTRICAL DEVICES. (E) PSE POWER POLE WITH TRANSFORMERS P(OH) POOH) O D v D v ° D ' P(OH). o • P(OH) POW S41'45'43'W 1399.73' (MEAS.) p . D• P(OH)• D, POP) P(OH), ' PCCH) 1', A-19 w W w UTILITY METER UTILITY SHED SEE ENLARGED PLA OX HEATER HEET E3 UTILITY TRANSF OR PULLBOX (TBD) EMERGENCY SHUT OFF MOUNTED ON STANCHION 3/4" CONDUIT & � WIRING TO UTILITY SHED /A\ OVERFILL ALARM SEE ENLARGED PLANS ON SHEET E3 16' NORTH ELECT 1"=20 -0" ICAL-SITE PLA Ps IMP L 141, Q Z (O N F- .92 W Permit -Seal TRUCK FUELING ISLAND Seattle, WA 98101 TEL. 206.770.7779 �p O w I - .stantec.com et 0 kIR z 0(75 w W 13100 48th Ave S - Tukwila, WA 98168 -a a) 0 N r: Eleg 8, PERMIT SUBMITTAL DESIGN REVIEW ELECTRICAL PLAN 0 U) Project Number: 2007833019 File Name: Dwn. Chkd. Dsqn. W.MM.DD Drawing No. E2 Revision Sheet /3/I D J-45 of - E v_ 0 7,4 0 1-71 Tice ca it§ N'- (23 JO S� li: N COPYRIGHT BKONG F: 120V HOT Panel ROOM VOLTS 208Y/120V 3P 4W AIC 22,000 A MOUNTING SURFACE BUS AMPS 200 MAIN BKR 200 FED FROM UTILITY NEUTRAL 100% LUGS STANDARD N OTE CKT CKT LOAD 60 1 "C, 2#4,#4N, #10G CKT CKT LOAD A # BKR KVA CIRCUIT DESCRIPTION # # BKR KVA CIRCUIT DESCRIPTION 1 20/1 1.2 RECEPTACLE n Q' ❑ n D' ❑ O Q ❑ O Q' ❑ 0 Q ❑ 0 Q' ❑ n C" ❑ 2 60/2 4.8 PANEL B 3 30/3 6.32 TURBINE PUMP 4 0 SPARE 5 I 0 SWITCHED NEUTRAL 6 20/1 0 SPARE 7 I 5 8 20/1 0.18 RECEPTACLE 9 30/3 6.32 TURBINE PUMP 10 20/1 0.18 VEEDER-ROOT 11 I b 12 20/1 0.394 LIGHTING 13 I 20/1 0.8 14 20/1 0.1 LIGHTING CONTACTOR 15 20/1 0.18 IRRIGATION CONTROL 16 20/1 1.1 LIGHTING 17 20/1 0.4 SECURITY VIDEO 18 20/1 1.1 LIGHTING 19 20/1 0.9 SIGN 20 20/1 1.41 LIGHTING 21 20/1 0.18 EMERGENCY SHUTOFF 22 20/1 1.41 LIGHTING 16 20/1 0 CONTACTORS 17 20/1 0.8 23 20/1 0.18 RECEPTACLE 24 20/1 0 SPARE 25 20/1 0.2 PUMP CONTROLLER 26 20/1 0 SPARE 2 0 5 • :• 28 20/1 0 SPARE 29 20/3 2.83 DEF SUBMERSIBLE PUMP 30 20/1 0 SPARE 31 I b 32 20/1 0 SPARE 33 I CONN KVA CALC KVA 34 20/1 0 SPARE 35 20/1 0.2 SOLENOID VALVE 36 20/1 0 SPARE 37 20 1 0.18 DISPENSER HOOK ISOLATION 38 20/1 0 SPARE 3• • (0%) METERED DEMAND P•' 40 20/1 0 SPARE 41 20/1 0 SPARE 42 20/1 0 SPARE CONN KVA CALC KVA CONN KVA CALC KVA LIGHTING 5.42 6.78 (125) CONTINUOUS 0.4 0.5 (125%) LARGEST MOTOR 6.32 7.9 (125%) HEATING 1.5 1.5 (100%) OTHER MOTORS 9.15 9.15 (100%) COOLING 0 0 (N/A) RECEPTACLES 3.5 3.5 (50%>10) NON CONTINUOUS 4.98 4.98 (100%) KITCHEN EQUIP 0 0 (N/A) DIVERSE 0 0 (N/A) METERBANK 0 0 (0%) METERED DEMAND 0 0 (125%) TOTAL KVA 31.3 34.3 BALANCED 3-PHASE AMPS 95.2 PHASE BALANCE PERCENT: PHASE A 136% PHASE B 93.2% PHASE C 71.3% FEEDER SCHEDULE FEEDER AMPS CONDUIT AND FEEDER FEEDING THESE DEVICES 60 1 "C, 2#4,#4N, #10G B 200 2"C,3#3/0,#3/ON,#4G A SIZING METHOD: COPPER, 60°C #12 THROUGH #1, 75°C 1/0 AND ABOVE N PHOTOCELL ON SHED ROOF TORK #5441A1 CONTACTORS, 120V COILS I SITE LIGHTS AND CANOPY LIGHTS TO OPERATE DUSK -TO -DAWN DAILY C. TUKW LA WA\DWG\E4 DIAGRAM AND SCHEDULES.DY 06-06-2014 17:04 SITE LICH11\C SCALE NO SCALE co 03 0 N N 1 1 a < ¢ CO\TOOL TO POWER POLE PULLBOX Panel ROOM 3 MOUNTING SURFACE FED FROM A NOTE VOLTS 208/120V 2P 3W AIC 22,000 BUS AMPS 60 NEUTRAL 100% MAIN BKR MLO LUGS STANDARD CKT CKT LOAD CKT CKT LOAD # BKR KVA CIRCUIT DESCRIPTION j BKR KVA CIRCUIT DESCRIPTION 1 20/1 0.8 DISPENSER -1 a 2 20/1 0 SPARE 3 20/1 0 SWITCHED NEUTRAL b 4 20/1 0 SPARE 5 20/1 0.8 DISPENSER -2 a 6 20/1 0 SPARE 7 20/1 0 SWITCHED NEUTRAL b 8 20/1 0 SPARE 9 20/1 0.8 DISPENSER -3 a 10 20/1 0 SPARE 11 20/1 0 SWITCHED NEUTRAL b 12 20/1 0 SPARE 13 20/1 0.8 DISPENSER -4 a 14 20/1 0 SPARE 15 20/1 0 SWITCHED NEUTRAL b 16 20/1 0 SPARE 17 20/1 0.8 DISPENSER -5 a 18 20/1 0 SPARE 19 20/1 0 SWITCHED NEUTRAL b 20 20/1 0 SPARE 21 20/1 0.8 DISPENSER -6 a 22 20/1 0 SPARE 23 20/1 0 SWITCHED NEUTRAL b 24 20/1 0 SPARE CONN KVA CALC KVA CONN KVA CALC KVA LIGHTING 0 0 (125%) CONTINUOUS 0 0 (125%) LARGEST MOTOR 0 0 (N/A) HEATING 0 0 (N/A) OTHER MOTORS 0 0 (100%) COOLING 0 0 (N/A) RECEPTACLES 0 0 (50%>10) NONCONTINUOUS 4.8 4.8 (100%) KITCHEN EQUIP 0 0 (N/A) DIVERSE 0 0 (N/A) METERBANK 0 0 (0%) METERED DEMAND 0 0 (125%) TOTAL KVA 4.8 4.8 BALANCED AMPS 23.1 PHASE BALANCE PERCENT: PHASE A 200% PHASE B 0% UTILITY METER 120/208V 30 4W 200A COORDINATE WITH PSE TO EXTEND EXISTING U.G. FEEDERS TO NEW UTILITY METER ON SHED BUILDING UTILITY SHED PNL A (200/3 60/2 PNL B SERVICE GROUND ELECTRICAL 0\E 200A MCB LICE DIAL 200A MLO AIV BUILDING STEEL NEC 250-52(A)(2) E4 SCALE: NO SCALE BONDING JUMPER O oIG GEC'S METAL WATER PIPE •NEC 250-52(A)(1) WITHIN 5' FROM MAIN INTO THE BUILDING SERVICE CONDUCTORS SERVICE DISCONNECT 1#1/0 If V 6'-0" MINIMUM FOOTING AND SLAB REBAR CONCRETE ENCASED ELECTRODE •NEC 250-52(A)(3) (2) RODS, 6' APART MINIMUM •NEC 250.56 ELECTICAL-SERVICE OEOU\D\ G DETAIL E4.1 SCALE: NO SCALE 4J 4 a u) TcfuicI-- Lu F- .92 W Permit -Seal 0000❑0000 . ROoo FiiWsy /.`r0o TRUCK FUELING ISLAND 1932 1st Avenue, Suite 307 Seattle, WA 98101 206.770.7779 W 13100 48th Ave S - Tukwila, WA 98168 .stantec.com ce WNER REVISIO PERMIT SUBMITTAL O T o`= z "§ • U O c a=� o t O 0 .0 �n E 0 �U 0 so 0U U-0`0 O 0 N °- DESIGN REVIEW DIAGRAM & SCHEDULES 179 • :` 4 000000 008/14(14 C 0 0 ii a� "0 O 0 ▪ 0 -0 0L_. D U rd .0 a O) U 0 FE O 0 a) U, U) 0 0 I Project Number. 2007833019 File Name: Darn. Chkd. Dean. YY.MM.DD Drawing No, E4 Revision Sheet /3/OO y/,mss /f_Cc& tool of - at ai 0 rn a 0 0 16 et ca a� u� a tor, r, ,70 COPYRIGHT SMCCLURE F: ..;114 1 i' ) f. I� 11 i3 P L_ ELECTRICAL PANEL A B 20/2 I I CONTACTS IN FE PETRO CONTROLLER 20/2 �Ii ! II LIIJ 0/2 I Li 20/2 N TURBINE PUMP #1 TURBINE PUMP #2 DISPENSER 1 Hi DISPENSER 2 L©J I I I I DISPENSER 3 DISPENSER 4 I © I L_1 0/2 I 20/2 DISPENSER 5 L© 20/1 N DISPENSER 5 _HI EMERGENCY SYSTEM SHUTOFF CONTACTOR 30A CONTACTS, 120VAC COIL, ELECTRICALLY—HELD NEMA 1 ENCLOSURE, UL LISTED ESO — EMERGENCY POWER OFF SWITCH NORMALLY—CLOSED CONTACT, MANUAL RESET EMERGENCY SHUTOFF WIRING DIAGRAM N.T.S NEUTRAL WIRE TERMINAL 120VAC SUPPLY WIRE TERMINAL FE PETRO STP—DHI INPUT 120VAC N A 0 00 0 0 0 0 0 0 00000000 r -NP 0 0 161 0 0 0 0 0 0 �• DISPENSER (SUPPLY & NEUTRAL DISPENSER HOOK ISOLATION DIAGRAM; STP-DHI N.T.S FUEL DISPENSER 120VAC SUPPLY RETURN DISPENSER O HANDLE SWITCH FE PETRO SMART CONTROLLER I STP—SCI L1 L2 M1 M2 000 HOOK SUPPLY & RETURN 00 CND 0 GN 0 D A A INCOMING 208VAC POWER FROM BREAKER PANEL FE PETRO SMART CONTROLLER I; STP -SCI WIRING DIAGRAM TERMINAL BOX IN FUEL TURBINE MOTOR SINGLE PHASE FUEL TURBINE — MOTOR N.T.S CONTRACTOR TO OBTAIN FE PETRO INSTALLATION MANUAL AND COMPLY WITH REQUIREMENTS IOW U N < 141 / / SEAL (TYP.) DISPENSER BUILDING WALL PVC COATED RIGID CONDUIT PVC CONDUIT PVC TO METAL CONDUIT COUPLER (TYP.) N PVC COATED RIGID STEEL CONDUIT NOTES; t_ DISPENSER SUMP 1. THREADED PVC COATED RIGID METAL CONDUIT SHALL BE USED FOR THE LAST 2 FEET OF UNDERGROUND RUN TO EMERGENCE PER N.E.C. 514. 2. UNDERGROUND PVC CONDUIT SHALL BE USED ONLY AS ALLOWED BY N.E.C. 514-8, EXCEPTION NO. 2 AND APPLICABLE LOCAL CODES. VERIFY SUITABILITY WITH ALL APPROPRIATE AGENCIES. PVC CONDUIT SHALL BE SCHEDULE 40 OR HEAVIER WITH ALL PORTIONS BURIED A MINIMUM 2 FEET BELOW GRADE. CONDUIT STUB -UPS N.T.S TOP OF CONDUIT NOTES: Jr 7-1/2' () 3' MIN CONCRETE OR ASPHALT GRADE COVER 6' WIDE YELLOW MARKING TAPE ALONG TRENCH. ALLEN MFG.# AMT -1006 -RE. SACKFUL MATERIAL PEA GRAVEL (TYP) BELOW CONCRETE OR ASPHALT GRADE COVER. SEE NOTES 1 AND 2. 1. BACK FILL AND COMPACTION FOR AU. CONDUIT TRENCHES TO MEET STATE, CITY, COUNTY, AND LOCAL REQUIREMENTS. 2. BACKFILL AND COMPACTION FOR SERVICE LATERAL CONDUIT TRENCH TO MEET LOCAL ELECTRIC U11UTY COMPANY REQUIREMENTS. IF SOIL IS NOT ROCK FREE, ADD 4' TO DEPTH OF SERVICE LATERAL CONDUIT TRENCH. 3. ALL ELECTRICAL CONDUITS TO CROSS PRODUCT PIPING AT 90 DEGREES. ELECTRICAL CONDUITS SHALL NOT SHARE TRENCHES WTH ANY OTHER U11LI11ES. CONDUIT TRENCH DETAIL N.T.S 18" CLASS 1 DIV. 2 2002749Q/AI;OV' 'CEGB "1: 'CLASS "1; CLASS 1 DIV. 2 CLASS 1 - DIVISION 1 BELOW GRADE AND INSIDE DISPENSERS INTRINSICALLY SAFE WIRE TROUGH; SEAL OFF ANEL E -STOP PUSH BUTTON N.E.C. SECTION 514-2 ABOVE GROUND MOTOR FUEL PUMPS TO DISPENSERS N.T.S DISPENSER TERMINAL BOX SEALS ALL UNIONS, COUPLINGS, ETC. SHALL BE LOCATED BETWEEN SEAL AND DISPENSER TERMINATING BOX; NEVER BELOW SEALS N.E.C. SECTION 514-7 SEALING AT DISPENSING APPARATUS N.TS. --X / HINGED PROTECTIVE COVER INSTALLED AT BUILDING EXTERIOR E -STOP LOCATIONS PROTECTIVE SHROU INSTALLED ON INTERIOR E -STOP LOCATIONS FLEXIBLE CONDUI FASTEN CONDUIT I PLACE WITH 2 HOLE CLAMPS FIRMLY ATTACH E -STOP TO MOUNTING SURFACE NOTE: 1. CLEARLY LABEL E -STOP WITH A 2"X6" SIGN WITH WHITE LETTERS AND RED BACKGROUND. SIGN TO READ "EMERGENCY FUEL SHUTDOWN DEVICE." INSTALL IN ACCORDANCE WITH LOCAL CODES, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. 2. SEE DETAIL 6 FOR WIRING DIAGRAM EMERGENCY STOP DETAIL N.T.S. Permit -Seal TRUCK FUELING ISLAND 1932 1st Avenue, Suite 307 Seattle, WA 98101 206.770.7779 J W 13100 48th Ave S - Tukwila, WA 98168 .stantec.com 0 C O U O O ei Na a o cg z O rE § °t h .0 O C O 0 h Eo o Z. t a .o O Q w -° Q7 2 2 13) O) 'o ac °C 1=1• a O O O c •=G o • C • C a a N a -C>- 0 gcg•mo U `p U U • 0 0 0 0 ZE 9- WNER REVISIONS PERMIT SUBMITTAL DESIGN REVIEW ELECTRICAL DETAILS 0 Project Number. 2007833019 File Name: Chan. Chkd. Dean. YY.MM.DD Drawing No. E5 TANK PETALUMA CA\DING\04100783007_EZDWG 05-22-2014 12:35 Revision Sheet /3/w y 4 3