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Documents prepared by Core �QFESSI VEEDER-ROOT INSTALLATION NOTES PRODUCT PIPING NOTES TA MONITORING States Engineering are to be used Q only for the specific project and L �'� l 1. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING CONDUITS AND WIRING FOR INSTALLATION OF VEEDER ROOT EQUIPMENT. 1. PRIOR TO COMMENCING TANK AND PRODUCT PIPING INSTALLATION, CONTRACTOR SHALL SCHEDULE & ATTEND specific use for which they are ST, o c� A PRE-CONSTRUCTION MEETING WITH THE OWNER'S CONSTRUCTION MANAGER. NOTE LEVEL SENSOR: intended. Any extension of use to ' Z 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATION FOR ALL VEEDER-ROOT TANK AND LINE MONITORING EQUIPMENT. VEEDER ROOT INSTALLER IS TO PROGRAM ALL TANKS FOR LOW LEVEL WARNING AT other projects, by owner or any 34319 ALL EQUIPMENT TO BE INSTALLED PER LIST SHOWN ON DRAWING PP8, ALL EQUIPMENT WILL BE PROVIDED BY PILOT. 2. TANK INSTALLER MUST BE CERTIFIED BY TANK MANUFACTURER PRIOR TO INSTALLATION. APPROXIMATELY 8% OF TOTAL CAPACITY FOR INVENTORY PURPOSES. LEVEL'S LISTED AS other party, without the expressed, FOLLOWED: written consent of Core States 3. THE INSTALLATION MUST BE COMPLETED IN ACCORDANCE TO VEEDER ROOT SPECIFICATIONS AND INSTALLATION 3. MAINTAIN AUTOMATIC SUMP PUMP IN TANK EXCAVATIONS UNTIL ALL WORK IS COMPLETED. TANK EXCAVATION 20,000 GALLON 10'-0" 0 - 1,602 GALLONS OR 16" Engineering is done at the user's J- INSTRUCTIONS. A WARRANTY REGISTRATION AND CHECKOUT FORM MUST BE COMPLETED AND FILED WITH VEEDER ROOT DEWATERING INSTALLATION MUST BE MAINTAINED. own risk. If used in a way other 1700 Industrial Drive,Suite B G R O U P �qJ F�HAWCPo BY AN AUTHORIZED VEEDER ROOT INSTALLER. ALL SENSORS MUST BE SHIELDED CABLE PER VEEDER ROOT than that specifically intended, user Rogers,AR 72756 F�FCAI�F SPECIFICATIONS. 4. UPON INSTALLATION, UNDERGROUND FUEL TANKS SHALL BE BALLASTED BY FILLING WITH WATER UNTIL NOTE LEVEL SENSOR: will hold Core States Engineering Phone(479)986-4400 COMPLETION, TESTING, AND APPROVAL OF TANKS. COORDINATE WITH OWNER FOR DELIVERY OF PRODUCT AND VEEDER ROOT INSTALLER IS TO PROGRAM ALL TANKS FOR POSITIVE SHUT OF STP AT harmless from all claims and losses. FAX(479)986-4401 4. INSTALLATION MUST COMPLY WITH ALL NEC CODES; FEDERAL, STATE, AND LOCAL CODES. DISPOSE OF WATER IN A SAFE AND LEGAL MANNER. (DO NOT USE SUBMERSIBLE PUMPS TO REMOVE WATER) APPROXIMATELY 3% OF TOTAL CAPACITY. VEEDOR ROOT REPRESENTATIVE IS TO PROGRAM 5. ALL UNDERGROUND STORAGE TANKS WILL HAVE AUTOMATIC TANK GAUGES FOR INVENTORY CONTROL. 5. UPON COMPLETION OF INSTALLATION & FILLING OF TANKS WITH FUEL, TANKS SHALL BE "PRECISION TESTED" ALL TANKS FOR POSITIVE SHUT OF STP AT LEVEL'S LISTED BELOW: IN ACCORDANCE WITH NFPA 329. (PROVIDED BY PILOT, COORDINATED BY CONTRACTOR). ALL WORK OVER PIPING 20,000 GALLON 10'-0" 0 - 606 GALLONS OR 8" 6. ALL UNDERGROUND STORAGE TANKS WILL HAVE CONTINUOUS LEAK DETECTION SENSORS WITHIN THE INTERSTITIAL MUST BE COMPLETE PRIOR TO TESTING. SPACE OF THE TANK. UST MANHOLE/SUMP SCHEDULE 7. ALL PRODUCT LINES ARE TO HAVE MECHANICAL LINE LEAK DETECTORS FOR AUTOMATIC 3.0 GPH 6. ALL PRODUCT AND VENT LINES ARE TO SLOPE 1/8" PER FOOT (1�) MINIMUM BACK TO TANKS OR SECONDARY LEAK DETECTION. CONTAINMENT SUMP. NOTE: ALL FILL AND VAPOR RISERS ARE TO BE IDENTIFIED LOCATION SIZE MANHOLE MANUF. MODEL NO. SUMP MANUF./ EXTENSION SUMP NO. 8. ALL STP SUMPS WILL HAVE AN EXTRA CONDUIT WITH PULL STRING DESIGNATED FOR FUTURE MONITORING EQUIPMENT. 7. THE CONTRACTOR SHALL PROVIDE ALL LABOR TO INSTALL PRODUCT PIPING SYSTEM & MAKE OPERATIONAL. WITH PERMANENTLY AFFIXED ID TAGS BY TYPE GRADE MONITORING WELLS 18"0 OPW 104AOW-1800 NOT USED --- OF FUEL. ID TAGS PROVIDED BY OWNER INSTALLED BY CONTRACTOR. 9. ALL NECESSARY MODULES WILL BE PRE-INSTALLED IN THE CONSOLE BY VEEDER-ROOT. 8. EXCEPT AS LISTED, ALL PIPING & FITTINGS ARE TO BE FIBERGLASS AND MUST BE UL 971 APPROVED. LEVEL MONITORING SYSTEMS 18"0 RIVERSIDE 10618X10 18"0 HDPE --- MISCELLANEOUS FITTINGS AND PIPING AT TANK SUMPS, DISPENSERS, AND PIPING AT VENT RISERS SHALL BE UNITED SIGN - US-FPI-22 VAPOR RECOVERY 1.D. TAG 10. AUTHORIZED CONTRACTOR TO COMPLETE STARTUP OF THE CONSOLE AND COMPLETE ALL NECESSARY ON-SITE BLACK STEEL. US-FPI-125U FILL PIPE ID TAG BLACK - REGULAR UNLEADED INTERSTITIAL TANK MONITOR 18"0 RIVERSIDE 10618X10 18"0 HDPE --- PROGRAMMING REQUIRED TO MAKE THE SYSTEM FUNCTIONAL. 9. CONTRACTOR SHALL FURNISH AND INSTALL RIGID SECONDARY CONTAINMENT PIPING SYSTEM, RELATED FITTINGS, US-FPI-46 FILL PIPE ID TAG - SUPER UNLEADED AND PIPING BULK HEAD FITTINGS ON ALL PRODUCT PIPING SUPPLY RUNS. SUMPS AND ELECTRICAL BULKHEAD US-FPI-125P FILL PIPE ID TAG - PREMIUM UNLEAD FILLS (ALL TANKS) 05 GAL OPW 1C-3112D NOT USED --- WARRANTY FITTINGS TO BE PROVIDED BY PILOT. US-FPI-125D FILL PIPE ID TAG - DIESEL VENTS (ALL TANKS) 05 GAL OPW 1C-3112P NOT USED INSTALLER SHALL PROVIDE A ONE YEAR WARRANTY ON PIPING & TANK INSTALLATION. OWNER WILL HAVE A PRECISION US-FPI-121 FILL PIPE ID TAG - BIO DIESEL --- TEST PERFORMED BY AN INDEPENDENT TESTING COMPANY PRIOR TO WARRANTY EXPIRATION. ANY DEFICIENCIES WILL 10. ALL PRODUCT AND VAPOR RECOVERY LINES SHALL BE TESTED AT AN AIR PRESSURE OF 50 PSIG FOR A US-FPI-122 FILL PIPE ID TAG - ULTRA LOW SULPHER DIESEL BIO-DIESEL DISCHARGE 44"0 OPW 44CD-WT 10 XERXES 48"0 x 36" BE CORRECTED BY THE INSTALLER, CONTINUOUS 72 HOUR PERIOD BEFORE BACK FILLING OR COVERING. EACH TEST SHALL BE SIGNED OFF US-FPI-125K FILL PIPE ID TAG - KEROSENE BIO-DIESEL HEATER 44"0 OPW 44CD-WT 10 BY LOCAL INSPECTING AUTHORITY AND/OR WITNESSED BY PILOT'S REPRESENTATIVE. MAINTAIN 30 PSI US-FPI-DEF FILL PIPE ID TAG - DEF XERXES 48"0 x 36" STARTUP PRESSURE THROUGHOUT CONSTRUCTION DURATION. TEST MUST BE VIDEO TAPED AND SUPPLIED TO OWNER. BIO-DIESEL LINE SUMP IN SHED N/A N/A N/A NAT. ENV. FIB. 72" X 30" x 42" REPRESENTATIVES OF GILBARCO & VEEDER-ROOT MUST BE PRESENT FOR START UP OF SYSTEMS. CONTRACTOR SHALL 11. ALL SECONDARY CONTAINMENT PIPING SHALL BE TESTED AT AN AIR PRESSURE OF 10 PSIG FOR A BE RESPONSIBLE FOR COORDINATION. THE PRESENCE OF THE REPRESENTATIVES DOES NOT RELEASE THE CONTRACTOR CONTINUOUS 72 HOUR PERIOD BEFORE BACK FILLING OR COVERING. EACH TEST SHALL BE SIGNED OFF BY OF RESPONSIBILITY TO PROPERLY INSTALL OR PROPERLY WIRE THE EQUIPMENT. LOCAL INSPECTING AUTHORITY (IF REQUIRED) AND/OR WITNESSED BY PILOT'S REPRESENTATIVE. MAINTAIN 5 PSIG MANHOLE INSTALLATION NOTES: PRESSURE THROUGHOUT CONSTRUCTION DURATION. TEST MUST BE VIDEO TAPED AND SUPPLIED TO OWNER. TANK BURIAL NOTE 12. DURING AIR TEST ALL PIPE RUNS & FITTINGS SHALL BE SOAPED UNDER DIRECTION OF OWNER AND A VISUAL *CONTRACTOR TO VERIFY PRODUCT PIPING INVERT ELEVATION IS 6" MIN. ABOVE BOTTOM OF BIO-INJECTION 1. ALL OPW AND RIVERSIDE MANHOLES WILL BE FURNISHED BY OWNER FOR THE CONTRACTOR TO INSTALL. INSPECTION PERFORMED BY OWNER'S REPRESENTATIVE. SUMP. CONTRACTOR TO CONTINUE SLOPE OF PRODUCT PIPING AT 1/8" PER FOOT BETWEEN BIO-DIESEL INJECTION SHED AND DIESEL TANKS. MINIMUM AND MAXIMUM BURIAL DEPTHS OF TANKS** WILL DETERMINE 2. REFER TO OVERALL PRODUCT PIPING LAYOUT, AND TANK PLAN SHEETS FOR LOCATIONS. 13. PRODUCT PIPING TO BE INSTALLED PER NFPA CODES. DIRECTION OF SLOPE (ALL BIO-DIESEL AND DIESEL PRODUCT LINES ARE TO SLOPE TOWARD BIO-INJECTION 3. OWNER WILL FURNISH TANK SUMPS AS SHOWN FOR CONTRACTORS INSTALLATION. SEE TANK BURIAL DEPTH SCHEDULE SUMP OR DIESEL TANKS). AND SITE GRADING PLAN TO DETERMINE HEIGHT OF SUMP RISERS AT TANKS. 14. CONDUIT TO BE INSTALLED PER NEC AND NFPA CODES. ***TANK BURIAL DEPTH IS TO BE VERIFIED IN THE FIELD. CONTRACTOR IS TO VERIFY EXISTING TANK DEPTHS 4. CONTRACTOR TO PROVIDE HDPE PIPE EXTENSIONS AS SHOWN FOR MANHOLES. EXTEND PIPE TO THE INSIDE OF 15. CONTRACTOR SHALL COORDINATE DISPENSER, CONSOLE, & RELATED WIRING INSTALLATION WITH DISPENSER AND COORDINATE INSTALLATION OF PRODUCT PIPING WITH PILOT CONSTRUCTION MANAGER. MAXIMUM BURIAL IS z MANUFACTURER'S INSTRUCTIONS. 7'-0" WITHOUT OWNER'S APPROVAL. MINIMUM BURIAL DEPTH OF DIESEL TANKS IS 4'-0". GENERAL o MANHOLES. PIPE EXTENSIONS TO TERMINATE 6' ABOVE TOP OF FUEL STORAGE TANKS. NOTCH PIPE EXTENSIONS AT 23-0055, 3' OPEN VENT. (UPFLOW) TO BE CONTRACTOR IS TO CHECK FOR PIPE CONFLICTS WITH STORM PIPES ALL PRODUCT LINES, VENT AND VAPOR LINES TO MAINTAIN 2" MINIMUM CLEARANCE. 16. BEFORE BACK FILLING, THE CONTRACTOR SHALL VIDEO TAPE THE PRODUCT PIPING & TANK INSTALLATION. USED AT BIO-DIESEL TANKS (TYP (1) 5. ALL STEEL MANHOLES INSTALLED IN CONCRETE SLABS ARE TO BE WELDED TO SLAB REINFORCING AND ADDITIONAL CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING THE PILOT REPRESENTATIVE. (CONSTRUCTION MANAGER OR PLACE) REINFORCING ADDED AT EACH MANHOLE AS STATED IN NOTE. PROJECT MANAGER), AS-BUILT DRAWINGS AND THE VIDEO TAPE OF THE PRODUCT PIPING & TANK INSTALLATION. LL 6. SET MANHOLES 1" ABOVE CONCRETE AND SLOPE CONCRETE SLAB UP TO RIM OF THE MANHOLES 1" IN 24". 17. CONTRACTOR IS RESPONSIBLE FOR PROPERLY CALIBRATING ALL DISPENSERS. COORDINATE W/LOCAL WEIGHTS & MEASURE OFFICIALS TO SEAL DISPENSERS. CALIBRATION TO BE CONDUCTED PER GILBARCO'S REQUIREMENTS. 7. MANHOLE COVER SHALL BE REPLACED WITH PLYWOOD COVERS DURING THE PLACEMENT OF CONCRETE. ALL FRAMES 2" SCHEDULE 40 BLACK IRON VENT PIPE SHALL BE CLEANED AFTER PLACEMENT OF CONCRETE SLAB. 18. CONTRACTOR TO ASSEMBLE AND INSTALL ALL DIESEL HOSE PACKAGES. PRIMED AND PAINTED BLACK 8. ALL FILL PIPES AND VENT CAPS AT VENT CLUSTERS SHALL BE BANDED AND TAGGED. MANHOLES SHALL BE PAINTED TO 19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUPPLY AND INSTALL TRACE WIRES (THHN/ THWN 12 GAUGE SOLID CONFORM WITH THE FOLLOWING API STANDARDS: COPPER WITH GREEN JACKET), ON PRODUCT PRODUCT PIPING TO ALLOW PRODUCT PIPING LOCATION IN THE FUTURE. CONTRACTOR IS TO INSTALL A WIRE FROM THE DIESEL VALVE ACCESS SUMP TO THE FARTHEST AUTO DIESEL ISLAND REGULAR UNLEADED - WHITE W/BLACK CROSS AND FROM THE DIESEL VALVE ACCESS SUMP TO THE FARTHEST TRUCK DIESEL ISLAND. IF TANK FARM IS A SPLIT SUPER UNLEADED - RED W/WHITE CROSS TANK FARM, CONTRACTOR IS TO INSTALL TRACE LINE FROM FARTHEST STP TO THE FARTHEST ISLAND FOR BOTH DIESEL - YELLOW TRUCK ISLANDS AND AUTO ISLANDS. CONTRACTOR TO VERIFY LOCATION WITH PILOT REPRESENTATIVE BEFORE ULTRA LOW SULPHUR DIESEL - YELLOW WITH BLACK "U" OR BLACK "ULSD" INSTALLING TRACE LINE. CONTRACTOR TO STUB TRACE LINE UP IN CONDUITLESS SUMP AT DISPENSERS AND STUB BIO-DIESEL - LIGHT BROWN TRACE LINE UP IN MANHOLE (OUTSIDE OF SUMP). CONTRACTOR IS TO INSURE ACCESSIBILITY WHEN CONSTRUCTION IS I ' VAPOR RECOVERY - ORANGE COMPLETE AND TAKE MEASURES WHEN BACK FILL IS PUT IN PLACE THAT ENDS OF TRACE LINE REMAINS IN PLACE. MONITORING WELLS - WHITE W/BLACK DELTA AND "NO FILL" WARNING Z Q ALL OTHER MANHOLES - BLACK VENT TRANSITION VENT RACK SYSTEM 0 z O Q0 *NOTE: CONTRACTOR IS NOT TO PAINT SUMP LIDS. PAINT NOTES ONLY APPLY STEEL MANHOLE COVERS. PRIMED AND PAINTED TRAFFIC YELLOW Q W � � W � U LiJ Ln zoo BROOM FINISH TOOLED, PVC CRACK INDUCER, OR SAW- - 00 0 CUT JOINT - 1/5 SLAB THICKNESS - Z U_ I�I JOINTS IN ACCORDANCE WITH PCA CONTRACTORS OPTION Z Z RECOMMENDATIONS. (3- > - D U C 8" CONCRETE (4000 PSI) PAD W/#4 Z Q LL_ REBAR AT 12" O.C. EACH WAY IN DRIVE LANES AND 4" CONC. W/WELDED WIRE a_ ° ------------------------------ Q FABRIC (WWF) 6 x 6 - 1.4 x 1.4 IN ° Q ao a a° LANDSCAPE AREAS W ° a 6 x 6 W1.4 - W1.4 WWF REINFORCEMENT Q j OO O O 0 0 O C z 00 U U O 4" AGGREGATE BASE COURSE OTES: O 0 z 1. PROVIDE CRACK CONTROL JOINTS IN SIDEWALKS = U 0 0 -III III =� SUB-BASE COMPACTED TO 957.' STANDARD EVENLY SPACED AT 5'-0" O.C. MAXIMUM, WITHIL W PROCTOR WITH WATER CONTENT WITHIN 1.57.' EVERY FOURTH JOINT TO BE AN EXPANSION JOINT. ' ` C OF OPTIMUM v 2. JOINT MUST BE CUT WITHIN 24 HOURS OF POURING Ln CONCRETE IF CONTRACTOR ELECTS TO SAW-CUT JOINT. I� L� 02 UNDERGROUND TANK CONCRETE PAD SECTION 04 CRACK CONTROL JOINT DETAIL PP1 .1 1 "=1 '-O" PP1 .1 1 "=1 '-O" ® ALL CONCRETE AREAS CROWN CONCRETE CROWN CONCRETE J 8" STEEL PIPE 4" OR 6" STEEL PIPE BRAVO MANOMETER BRINE HYDROSTATIC 00 FILLED W/CONCRETE FILLED W/CONCRETE RESERVOIR FOR MONITORING PIPING BROOM FINISH 1/2" FELT BOARD EXPANSION JOINT - REFER TO SITE PLAN REFER TO SITE PLAN SCHEDULE 40 BLACK IRON TEE WITH TEST PORT CO SCORE FELT AND REMOVE TO DEPTH OF FOR SIZE AND LOCATION FOR SIZE AND LOCATION FOR ELD TESTING TYPICAL OF 4 ANNULAR SENSOR MUST BE MOUNTED AS 1/2" BELOW SLAB AND SEAL W/JOINT ( ) -- HIGH AS POSSIBLE IN SUMP VEEDER ROOT SEALANT (REFER TO PROJECT MANUAL - --- ------------------- SENSOR 794380-304 W FOR TECHNICAL SPECIFICATIONS) BOLLARD LOCATED AT THE BOLLARD LOCATED AT THE DRIVE-THRU SCHEDULE 40 BLACK IRON UNION BIO-DIESEL INJECTION SHED WINDOW AND AUTO AIR STAND. ALL 2" FLEX CONNECTOR ------------------------------------------ 3/8"CLEAR TUBING CONNECTED TO UDC a ° ° BOLLARDS TO BE PAINTED SHERMAN AND PIPING ANNULAR 6 WILLIAMS B54Y37 YELLOW WITH 2 AND w a 8/32 OUNCES OF NEW RED (R4) THIS IS --- -- ' ------ ---------�-----�--- ° ° THE FORMULA FOR ONE GALLON PEA GRAVEL BACK SUMP SENSOR MOUNTED USING UNIVERSAL FILL MATERIAL 3 6 x 6 W1.4 - W1.4 WWF REINFORCEMENT a MOUNTING KIT AT THE LOWEST POINT OF SUMP ENCLOSURE ON THE SIDE WHERE p ° NOTES: ° THE PIPING PENETRATION OCCURS _ a - ° ° IIIIII-III III � I- � z 1. PROVIDE CRACK CONTROL JOINTS IN SIDEWALKS ° FINISHED GRADE = IIIIIIIII ( LLJ - EVENLY SPACED AT 5'-0" O.C. MAXIMUM, WITH EXPANSION JOINT EXPANSION JOINT ° EVERY FOURTH JOINT TO BE AN EXPANSION JOINT. CONCRETE SLABCONCRETE SLAB III-III IIIIIIIIIIII-III U 2 TO 1 INPUT KIT VEEDER ROOT 2. JOINT MUST BE CUT WITHIN 24 HOURS OF POURING16 A ° CONCRETE IF CONTRACTOR ELECTS TO SAW-CUT JOINT. ° a ° a 330020-536 III o a - NON-DISCRIMINATING SUMP SENSOR o `O ° ° cD ° ° IS TO BE PROGRAMMED FOR POSITIVE - 00 ° a00 ° a ° SHUT DOWN OF STP AND DISPENSER = N r03EXPANSION JOINT DETAIL CONCRETE FOOTING CONCRETE FOOTING VEEDER ROOT 794380-208 1 N o ° o ° �� ►► ® ALL CONCRETE AREAS ° - III III 1 1 III-III III III III III- PP1 .1 1 =1 -0 BRAVO DOUBLE WALL TRANSITION SUMP I-Iii- II I 1=111=III I I ASSEMBLY WITH BRINE HYDROSTATIC Q MONITORING, ELECTRICAL OFFSET, AND RACK 0 0 0 SYSTEM UL LISTED DETAIL "B" ° ° a ° ° a B-600-F1 S-BD-AB 0 ° 4 RS-500 © COPYRIGHT, 2011 (UNPUBLISHED) (.0 (0 FLYING J TRAVEL PLAZA BRAVO-F-22-LS-D 2" BULKHEAD FITTING CONFIDENTIAL g" 8" 9" g" 6" g" FOR LCX PIPING AND DOUBLE WALLED NO USE ORTHIS AWING IS DISCL SURECONFIDENTIAL DRAWING SUMP ISE EXCEPT AS EXPRESSLY AUTHORIZED BY FLYING J TRAVEL PLAZA 2 2'-2"0 2'-0"0SFEET 2" LCX COAXIAL FIBERGLASS VENT PIPING SLOPE MINIMUM 1/8" PER FOOT TO TOP OF TANK (1/4" PREFERRED) WITH A MINIMUM BURY DEPTH 05 PIPE BOLLARD DETAIL ALLOWING 8" OF BACK FILL BETWEEN PIPING AND PAVING 01 VENT CLUSTER DETAIL 0 PP1 .1 3/4„ = 1 ,-0„ �1 -1 3/4» = 1 ,-0„ 15 L-