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<br />UTILITY CONFLICT NOTE:
<br />CAUTION:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />DIMENSION, AND DEPTH OF ALI_ EXISTING UTILITIES WHETHER SHOWN ON THESE
<br />PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />AND VERTICAL LOCATION PRIOR. TO CONSTRUCTION, THIS SHALL INCLUDE CALLING
<br />UTILITY LOCATE 0 1 (800) 424-5555 AND THEN POTHOLING ALL OF THE EXISTING
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON
<br />THEE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
<br />SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
<br />CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS
<br />PRIOR TO PROCEEDING WITH CONSTRUCTION,
<br />CAUTION! POTEN IIAL UTILITY CONFLICT. CONTRACTOR SHALL
<br />FIELD VERIFY ALL EXISTING AND NEW UTILITIES PRIOR TO
<br />CONSTRUCTION, SEE UTILITY CONFLICT NOTE
<br />THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS
<br />APPROXIMATE, BASED ON FIELD SURVEYS AND "AS -BUILT" RECORDS. THE
<br />GENERAL CONTRACTOR SHALL "POTHOLE" THE EXISTING UTILITIES TO VERIFY
<br />THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION,
<br />ANY DISCREPANCIES IN THE LOCATION OF THE EXISTING PIPE OR
<br />INCOMPATIBILITY OF THE DEIGN SHALL BE BROUGHT TO THE IMMEDIATE
<br />ATTENTION OF THE OWNERS REPRESENTATIVE, AND BARGHAUSEN CONSULTING
<br />ENGINEERS (425-251-6222).
<br />(2) 2" DIA. (GAS) & (1) 2" DIA. (DIESEL)
<br />BLACK STEEL VENT RISERS CATHODICALLY
<br />PROTECTED TO GRADE. PAINT SHERWIN
<br />WILLIAMS "ESSENTIAL GRAY" SW#6002
<br />INSTALL OVERFILL ALARM,
<br />ACKNOWLEDGMENT SWITCH
<br />D MONITORING WELL
<br />(TYP. OF 2)
<br />TANK SLAB
<br />0
<br />[ 1-1/2"
<br />INSIDE
<br />(TYP.)
<br />n
<br />r
<br />"FRP
<br />(TYP.)
<br />20,000 GALLON (UNLEADED)
<br />TURBINE/LEVEL GAUGE (TYP)
<br />FILL (TYP..)
<br />VENT & STAGE I & II
<br />VAPOR. RETURN (TYP.)
<br />ANNULAR SPACE
<br />(TYP. OF 2)
<br />INCON ALARM
<br />MONITOR SYSTE
<br />WATERGROUND LEVEL NOTE:
<br />TANK EXCAVATION NOTE:
<br />A, SOILS REPORT OF THIS SITE LOCATION HAS REVEALED THAT GROUNDWATER
<br />TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS AND BE PERFORMED
<br />WAS NOT ENCOUNTERED BELOW GROUND SURFACE DURING TEST BORINGS
<br />FOLLOWING THE RECOMMENDATIONS OF THE SOILS REPORT. TANKS
<br />TANKS SHALL BE ANCHORED WITH CONCRETE DEADMEN AND INSTALLED WITH
<br />EXCAVATIONS THAT REQUIRE SHORING SHALL BE ENGINEERED AND PERMITTED
<br />FILTER FABRIC PER MANUFACTURERS' GUIDELINES. TANK EXCAVATIONS SHALL
<br />SEPARATELY AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING
<br />BE PER OSHA REQUIREMENTS AND BE PERFORMED FOLLOWING THE
<br />CONTRACTOR,
<br />RECOMMENDATIONS OF THE SOILS REPORT. TANKS EXCAVATIONS THAT
<br />REQUIRE SHORING SHALL BE ENGINEERED AND PERMITTED SEPARATELY AND
<br />FIRS-( FUEL DROP REQUIREMENT:
<br />SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
<br />PRIOR TO FUEL DROP„ THE G.C. SHALL HAVE THE MONITORING SYSTEM
<br />GEOTECHNICAL ENGINEER:
<br />OPERATIONAL. OWNER WILL NOT SCHEDULE FUEL FOR DELIVERY UNTIL THE
<br />JURISDICTION HAS AUTHORIZED THE SITE FOR FIRST FUEL DROP, MONITORING
<br />THE RILEY GROUP, INC.
<br />SYSTEM IS OPERATIONAL AND MONITORING THE TANKS/LINES AND THE SITE IS
<br />17522 BOTHELL WAY NORTHEAST
<br />ACCESSIBLE FOR FUEL TRUCKS
<br />BOTHELL, WASHINGTON 98011
<br />PHONE: (425) 821-7777
<br />FAX: (425) 415-0311
<br />CONTACT: RICKY R. WANG, P.E.
<br />DEWATERING NOTE
<br />THE GENERAL CONTRACTOR SHALL REVIEW PLANS, NOTES, AND
<br />GEOTECHNICAL. ENGINEER RECOMMENDATIONS FOR IF DEWATERING
<br />MEASURES REQUIRED FOR EXCAVATIONS. COSTS FOR PROVIDING AND
<br />IMPLEMENTING THESE MEASURES ON THIS PROJECT SHALL BE
<br />SPECIFICALLY INCLUDED IN THE CONTRACTOR'S BID PROPOSAI-S.
<br />1-1/'2" ( 7 KI
<br />8,000 GALLON (PREMIUM) INSIDE 4"��-
<br />DRIVE SLAB
<br />2>n EMERGENCY U
<br />17 3+1 DISPENSER PUMP SHUTOFF Q
<br />(TYP. OF 5) SWITCH.
<br />6 j 2" FRP I
<br />2" FRP
<br />3" FRP
<br />El 1-1/2 7 ® E
<br />INSIDE 4' -
<br />k (TYP.)
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<br />BOLLAR (TYP.)
<br />3" FRP�r_6_-
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<br />VENT MANHOLE
<br />2" FRP 6
<br />(TYP.)
<br />RBINE/LEVEL GAUGE (TYP)
<br />10,000 GALLON
<br />(DIESEL)
<br />SHEET
<br />INDEX
<br />T1.0
<br />UNDERGROUND TANK AND PIPING SITE PLAN
<br />T2,0
<br />TANK AND PIPING MATERIAL LIST
<br />T2e 1
<br />TANK AND PIPING MATERIAL LIST
<br />T10
<br />20,000 GALLON TANK DETAILS
<br />T3.1
<br />8K-10K GALLON TANK € ETA:ILS
<br />T4.0
<br />TANK SLAB ANCHORING DETAILS
<br />T5.0
<br />TANK TURBINE SKIMP DETAILS
<br />MO
<br />TANK TURBINE SKIMP AND DETAILS
<br />T7,0
<br />TANK FILL SKIMP AND DETAILS
<br />�ANDPIPING�DCILS
<br />T-r
<br />DISPENSE WAYNE OVATION 3+ 1
<br />E 1 e0
<br />ELECTRICAL PLAN AND DETAILS
<br />E2,0
<br />ELECTRICAL PANELS AND DETAILS
<br />E3.0
<br />TANK AND DISPENSED LEAK DETECTION WIRING
<br />PIPING LEGEND
<br />1-1/2" FLEXIBLE SINGLE WALL PRODUCT PIPING IN 4" ACCESS DUCT
<br />2" OR 3" F.G. SINGLE WALL FIBERGLASS VAPOR RECOVERY'PIPING
<br />- - - - - - - - - - - - 2" SINGLE WALL FIBERGLASS VENT PIPING
<br />TANK AND PIPING INSTALLATION NOTES
<br />�1 j INSTALL ONE 20,000 GALLON AND ONE (10,000 + 3,000) DUAL COMPARTMENT XERXES DOUBLE WALL
<br />FIBERGLASS TANKS WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "INCON" TS-550 TANK AND PIPING
<br />MONITORING AND .ALARM SYSTEM. TANKS TO BE SET MIN. 60" BELOW FINISH GRADE. SE DRAWINGS T3.0,
<br />T3.1, & T4.O FOR ADDITIONAL INFORMATION AND FOR TANK ANCHORING REQUIREMENTS. TANK INSTALLATION PER
<br />MANUFACTURER'S INSTRUCTIONS,
<br />INSTALL 8" MIN. REINFORCED CONCRETE SLAB OVER TANKS. SET MANHOLE COVERS ABOVE SLAB. SEE CIVIL
<br />DRAWINGS FOR INSTALLATION DETAILS
<br />2A INSTALL 6" MIN. REINFORCED CONCRETE DRIVE SLAB. SEE CIVIL DRAWINGS FOR INSTALLATION DETAILS
<br />Q INSTALL THREE (3) DIRECT BURY FILL SPILL BUCKET 5 GALLON WITH ADAPTERS AND CAPS. SEE SHEET T7.0
<br />INSTALL TWO (2) DIRECT BURY VAPOR. SPILL BUCKET 5 GALLON WITH ADAPTERS AND CAPS. SEE SHEET T7.0
<br />4A INSTALL ONE (1) 12" VENT MANHOLE COVER AT DIESEL TANK SEE SHEET T7.0
<br />INSTALL ONE (1) F.E. PEROO IST 4 HP VARIABLE SPEED TURBINES IN THE 20,000 GALLON 87 OCTANE
<br />UNLEADED TANK (TANK #1). INSTALL ONE (1) 2 HP VARIABLE SPEED TURBINE IN THE 8,000 GALLON 92 OCTANE
<br />PREMIUM TANK (TANK #2). INSTALL (1) 1 1/2 HP VARIABLE SPEED TURBINE IN THE 10,000 GALLON DIESEL
<br />TANK (TANK #3). TURBINES TO BE EQUIPPED WITH 1. GPH PRESSURE LINE LEAK DETECTION. SET TURBINE
<br />INTAKES AT 6" FROM BOTTOM OF TANKS, TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS.
<br />INSTALL 3" SINGLE WALL FRP STAGE II VAPOR RECOVERY HEADER FOR "BALANCE" VAPOR RECOVERY SYSTEM.
<br />SLOPE 1/8" PER FOOT MINIMUM TO TANKS, INSTALL 3" TO 2" REDUCING TEES FOR WHERE HEADERS BRANCH
<br />TO DISPENSERS. INSTALL 2" SINGLE WALL FRP STAGE II HEADERS TO DISPENSERS. SLOPE 1/8" PER FOOT
<br />MINIMUM TO 3" HEADER.
<br />7) INSTALL 1-1/2" "OPW/FLEXWORKS" FLEXIBLE DOUBLE WALL PRODUCT LINES FOR GASOLINE SERVICE, LINES TO
<br />BE INSTALLED IN 4" ACCESS PIPE. LINES TO BE EQUIPPED WITH LIQUID LEAK MONITOR SENSOR IN PIPING SUMP
<br />ATTACHED TO TANK AND WIRED FOR TURBINE SHUT DOWN, NO SLOPE REQUIRED BETWEEN DISPENSERS. NO
<br />LIQUID TRAPS OR HIGH SPOTS ALLOWED IN PIPE RUN. SLOPE DOWN 1/8" PER FOOT MINIMUM FROM CLOSEST
<br />DISPENSER TO TANK,SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS WITH
<br />CONTINUOUS RUNS BETWEEN DISPENSER AND TANK SUMPS, INSTALL PIPING CROSSOVER SUPPORTS WHERE
<br />LINES INTERSECT,
<br />`a INSTALL "INCON" TANK AND LINE ALARM CONTROL PANEL MODEL # TS-550 IN KIOSK ENCLOSURE BUILDING.
<br />SEE ELECTRICAL DRAWINGS FOR EXACT LOCATION,
<br />INSTALL TWO (2) 2" (GAS) AND ONE (1) 2" (DIESEL) SINGLE WALL FIBERGLASS VENT LINES, SLOPE 1/4" PER
<br />FOOT MINIMUM TO TANKS.
<br />10 TERMINATION POINT OF TANK VENT TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY
<br />BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN
<br />ACCORDANCE WITH INTERNATIONAL FIRE CODE REQUIREMENTS.
<br />11 INSTALL THEE (3) 3/4" CONDUITS FOR SUBMERSIBLE PUMP POWER AS FOLLOWS: ONE CONDUIT AT EACH
<br />TURBINE SUMP,
<br />12 INSTALL TWO (2) ANNULAR SPACE DUAL FLOAT HYDROSTATIC MONITORING SENSORS. SEE SHEET T-6_
<br />13 INSTALL BALL FLOAT VALVE/EXTRACTOR ASSEMBLIES FOR VENT, STAGE 1 & 2 VAPOR RECOVERY. SEE SHEET T-7
<br />13A INSTALL BALL FLOAT VALVE/EXTRACTOR ASSEMBLIES FOR VENT SEE SHEET T-7.
<br />14 INSTALL ,1 GPH MAG PROBE TANK LEVEL GAUGES AT LOCATIONS SHOWN, SEE SHEET T6.0
<br />:l 5D TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS
<br />TAGS AT FILL MANHOLES.
<br />i6 INSTALL TWO (2) 4" MONITORING WELLS AT LOCATIONS SHOWN ON SHEET T4.0
<br />QD INSTALL (5) FIVE WAYNE OVATION B-23, DUAL HOSE PER SIDE, BLENDING MULTI -PRODUCT DISPENSERS
<br />W/DANDESEL UNDER SD SPENSERISPENSERS CONTAIINMENOT INCLUDINGE FITTED WITH PRODUCTPRODUCT AND VAPORC STAGE It OSES SHEARDALVVESLAND MONITORING
<br />AWAY VALVES
<br />SENSORS. SEE SHEETS T-8.1 FOR TYPICAL INSTALLATION DETAILS. SUMPS MUST BE FIELD ADJUSTED TO
<br />ACCOUNT FOR 1/8" PER FOOT PIPING SLOPE REQUIREMENTS FROM DISPENSER SUMP TO DISPENSER SUMP,
<br />START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE
<br />MINIMUM. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING
<br />THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR.
<br />18 INSTALL TANK OVERFILL ALARM AND ACKNOWLEDGMENT SWITCH AT 5-0" ABOVE FINISHED GRADE. LOCATE TO
<br />PROVIDE UNOBSTRUCTED VIEW FOR DELIVERY VEHICLE OPERATOR SE SHEET T4.0
<br />19 ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION
<br />INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMP TO THE VAPOR
<br />RECOVERY MANIFOLD, MAIN PRODUCT LINES AND SIPHON PIPING OR SHALL PROVIDE AT LEAST 4 FEET OF
<br />STRAIGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES.
<br />20 INSTALL EMERGENCY STOP BUTTON. ALL DISPENSERS MUST BE WITHIN 100' OF AN EMERGENCY STOP BUTTON.
<br />21 INSTALL U SHAPED PIPE BOLLARD (TYP.).
<br />COMPLIANCE NOTES
<br />1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY
<br />LINES, ELEVATIONS AND EQUIPMENT LOCATIONS
<br />2, ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE. FIELD BEFORE STARTING ANY WORK,
<br />ANY DISCREPANCY SHALT_ BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR DECISION BEFORE
<br />PROCEEDING WITH THE WORK.
<br />3, GENERAL CONTRACTOR SHALL OBTAIN! NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF
<br />TRENCHES 5-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND,
<br />4. GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK
<br />INSTALLATION.
<br />5. TANK SYSTEM TO BE INSPECTED BY OWNER'S ENGINEER & GOVERNING AGENCY AT FOUR (4) SEPARATE
<br />CONSTRUCTION PHASES AS REQUIRED:
<br />A. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST.
<br />B, TANK AND PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR NOT LESS THAN 1 HOUR
<br />C. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH
<br />MANUFACTURER'S GUIDELINES.
<br />D. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM..
<br />6. ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE
<br />TEST) WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT.
<br />7, TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY
<br />GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION,
<br />8, AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY
<br />PRIOR TO TANK OPERATIONS.
<br />9, EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY.
<br />10. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED
<br />CODES, LOCAL CODES AND GOVERNING AUTHORITIES.
<br />11. THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. ALL
<br />CONTINUOUS MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. TANK TEST
<br />METHOD: UNDERFILL WITH ULLAGE TANK TIGHTNESS TEST METHODS: PRODUCT LEVEL IN THE TANK TIGHTNESS
<br />TEST METHOD IS RAISED TO THE OVERFILL PREVENTION DEVICE SET POINT - 95% (HIGH LEVEL TO WHICH A
<br />0 10` 20' PRODUCT CAN BE ADDED TO THE TANK) OR THE TANK TIGHTNESS TEST METHOD CERTIFICATION LEVEL, OR IN
<br />ANOTHER METHOD THE PRODUCT LEVEL IN THE TANK IS RAISED TO THE REGULATORY LEVEL OR THE TEST
<br />--- EQUIPMENT CERTIFICATION LEVEL, WHICH EVER IS HIGHER, AND THEN THE CERTIFIED VOLUMETRIC TEST IS
<br />CALF- 1"= 10' CONDUCTED, THIS TEST SHALL BE FOLLOWED BY THE ULLAGE TEST METHOD, WHICH IS THIRD PARTY CERTIFIED
<br />TO DETECT LEAKS FROM THE PORTION OR THE TANK WHICH DOES NOT CONTAIN LIQUID. PAYMENT OF ALL
<br />APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF
<br />THE FINAL INSPECTION.
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<br />Project #: 20996
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<br />Designed
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<br />Checked
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<br />Date:
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<br />6-10-2021
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<br />EVERETT, WA 98203
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<br />AND PIPING SITE PLAN
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