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CLIENT:
<br /> CAM-N. TANK EXCAVA110N NOTE: GROUNDWATER LCL NOTE- bp
<br /> POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS AND BE PERFORMED
<br /> NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE THE EXISTING FOLLOWING THE RECOMMENDATIONS OF THE SOILS REPORT. TANKS A SOILS REPORT OF THIS SITE LOCATION HAS REVEALED THAT GROUNDWATER
<br /> WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS APPROXIMATE, BASED ON EXCAVATIONS THAT REQUIRE SHORING SHALL BE ENGINEERED AND PERMITTED WAS NOT ENCOUNTERED BELOW THE GROUND SURFACE WITH A MAXIMUM
<br /> FIELD SURVEYS AND "AS-BUILT" RECORDS. THE GENERAL CONTRACTOR SHAD_ SEPARATELY AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING EXPLORED DEPTH OF 50.5 FEET. TANKS SHALL BE INSTALLED WITH
<br /> "POTHOLE" THE EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION INCL
<br /> { CONTRACTOR. HIGH WATER TABLE IS ANTICIPATED. CONTRACTOR TO SHORE CONCRETE DEADMEN AND FILTER FABRIC PER MANUFACTURERS' GUIDELINES.
<br /> ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF AND DEWATER TANK HOLE EXCAVATION. FOLLOW TANK MANUFACTURER'S
<br /> THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE BROUGHT TO THE INSTALLATION INSTRUCTIONS FOR WET HOLE TANK INSTALLATION.
<br /> IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, AND OWNERS CIVIL
<br /> ENGINEER.
<br /> SOILS REPORT BY:
<br /> OLU COMCINOTE:
<br /> SALEM ENGINEERING GROUP, INC.
<br /> CAROM: 4729 W. JACQUELYN AVENUE FRESNO, CA 93722
<br /> THE CONTRACTOR SHALL BPHONE (599) 271-9700E RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, �' � JOSUE A. MONTES, PE, GE
<br /> AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT �Op YAG Free REPORT FILE 4-215-1064 E, GE
<br /> BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL Q�� m o] Free �0 DECEMBER E 2415
<br /> LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE
<br /> 1 (800) 227-2600 AND THEN POT HOLING ALL OF THE EXISTING UTILITIES AT 7,
<br /> LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT tIMMS DAYS
<br /> CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE IREFONE Y
<br /> OU
<br /> BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
<br /> IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE OWNERS CIVIL
<br /> ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. lor
<br /> QENERAL NOTES
<br /> PIPING LEGEND ARCO
<br /> FIBERGLASS PRODUCT PIPING
<br /> FIBERGLASS VAPOR RECOVERY PIPING E?lzm COAN Fxom LLC
<br /> - - - - _ FIBERGLASS VENT PIPING
<br /> NOTE:
<br /> CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR
<br /> IS PERMITTED TO ADJUST PIPING LOCATIONS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES.
<br /> PRODUCT, VAPOR AND VENT PIPING IS TO SLOPE TOWARD TANK 1/8" PER FOOT MINIMUM, 1/4" PER FOOT PREFERRED. IF
<br /> -`-- INSTALLED, SIPHON PIPING TO SLOPE 1/4" PER FOOT.
<br /> - - -------------------
<br /> " SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT PIPING TO BE DOUBLE CONTAINMENT
<br /> to
<br /> PIPE. VENT AND VAPOR RECOVERY SHALL BE SINGLE WALL, UNLESS REQUIRED BY LOCAL JURISDICTION. Rl t .
<br /> t i
<br /> 47
<br /> _-------- -----__ ----------_-�__�_------------ -------------------------- ----_------ �� / �,i
<br /> � INSTALL DOUBLE WALL FIBERGLASS TANKS WITH CONTINUOUS MONITORING OF HYDROSTATIC ANNULAR SPACES BY "VEEDER ROOT" TLS-350 TANK AND *� �
<br /> - _ _ ; PIPING MONITOR AND ALARM SYSTEM. ALL TANK. SUMPS SHALL BE INDIVIDUALLY CONTINUOUSLY MONITORED BY "VEEDER ROOT" LIQUID SENSORS TIED 0 �
<br /> INTO THE TLS-3508 TANK & PIPING MONITOR SYSTEM. TANKS TO BE SET MIN. 60" BELOW FINISH GRADE. TANK INSTALLATION SHALL BE IN c
<br /> d i , ACCORDANCE NTH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br /> INSTALL A CONCRETE SLAB OVER TANKS. SURFACE WATER SHALL BE DIVERTED AWAY FROM EACH MANHOLE BY FORMING A CONCRETE CROWN WITH A
<br /> O tea. 1-1/2" DROP IN 18" FROM THE EDGE OF THE MANHOLE RING TO THE SURROUNDING SLAB ELEVATION. CONSTRUCT SLAB PER CIVIL SLAB INSTALLATION
<br /> DETAILS AND SPECIAL REQUIREMENTS SHOWN ON DETAILS. �9� � �0
<br /> d ° PEW GSPHALT ® INSTALL 4" EVR PHASE I APPROVED DUAL POINT FILL ADAPTERS AND CAPS. INSTALL ALUMINUM FILL DROP TUBES.
<br /> PAVING, TYP.
<br /> Q INSTALL 4" EVR PHASE I APPROVED DUAL POINT STAGE I VAPOR RECOVERY ADAPTERS AND CAPS. 18215 72ND AVENUE SOUTH
<br /> ®INSTALL ONE (1) 2 HP VARIABLE SPEED TURBINES IN THE 20,000 GALLON REGULAR UNLEADED TANK (TANK #1). KENT, WA 98032
<br /> INSTALL ONE (1) 2 HP VARIABLE SPEED TURBINE IN THE 12,000 GALLON UNLEADED PREMIUM TANK COMPARTMENT (TANK #2). 1;425)251-6222
<br /> i. TURBINE SYSTEMS TO BE EQUIPPED WITH 3 GPH ELECTRONIC LINE LEAK DETECTION. LEAK DETECTORS ARE TO BE TESTED FOR THE 3 GPH LEAK
<br /> I DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE TEST DATA AT THE TIME OF PUNCH LIST AS WELL AS INCLUDE IN CLOSE OUT BINDER. SET (425)251-8782 FAX
<br /> TURBINE INTAKES AT 5" FROM BOTTOM OF TANKS. TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS. CONTRACTOR IS TO LABEL TURBINES
<br /> I AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER.
<br /> CIVIL ENGINEERING, LAND PLANNING,
<br /> ISLAND BUMPER POST 17 (IYP. 6 SINGLE HOSE SURVEYING, ENVIRONMENTAL SERVICES
<br /> (TYP. 8 PLCS.) PER SIDE BLENDING ____-` © IF REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION INSTALL 3" FIBERGLASS STAGE 11 VAPOR RECOVERY HEADER FOR VAPOR RECOVERY SYSTEM.
<br /> 3L0 PRODUCT MPD} SLOPE 1/8" PER FOOT MINIMUM TO TANKS. INSTALL 3" TO 2" REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS. CONTRACTOR TO INSTALL
<br /> TRACER TAPE WITH VAPOR PIPING. TESTING OF VAPOR LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION NO. DATE REVISION DESCRIPTION
<br /> ---. - OPERATION. SECONDARY CONTAINMENT TO BE INSTALLED WHEN REQUIRED BY LOCAL JURISDICTION ONLY. SEE DETAILS AND SCOPE OF WORK ON SHEETS
<br /> 2Fl INSIDE
<br /> SS 7 I' dQ i 0.0.2.1 & G.0.2.2 FOR PIPE SIZING AT UNDERGROUND STORAGE TANKS. 1
<br /> PRODUCT PIPING 19 } ° d 4° a °° �. a I O INSTALL 2" INSIDE 3" DOUBLE WALL FIBERGLASS GASOLINE SUPPLY LINES TO DISPENSERS. PIPING SHALL BE INSTALLED PER MANUFACTURER'S 2
<br /> SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 1/8" PER FOOT FROM THE FURTHEST DISPENSER SUMP DOWN
<br /> TO THE TURBINE SUMPS. CONTRACTOR TO INSTALL TRACER TAPE WITH PRODUCT PIPING. TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO 3
<br /> ° 7 2" I SIDE 3" BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION.
<br /> ° I FIB GLASS
<br /> 2" STAGE II 6 ( ° �l a 44 I� i 19 PR DUCT PIPING ® INSTALL "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS-350R IN BUILDING AT NORMALLY OCCUPIED LOCATION IN BUILDING. SEE 4
<br /> VAPOR I d I 6 2° AGE II ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION. 5
<br /> 19
<br /> -��- I 19 VA OR ® INSTALL A SINGLE 2" FRP VENT LINE FOR EACH UNDERGROUND STORAGE TANK. SLOPE 1/4" PER FOOT (1/8" PER FOOT MINIMUM) TO TANKS AS SHOWN. Q
<br /> �/' CONTRACTOR TO INSTALL TRACER TAPE WITH VENT PIPING. SECONDARY CONTAINMENT TO BE INSTALLED WHEN REQUIRED BY LOCAL JURISDICTION ONLY
<br /> TERMINATION POINT OF TANK VENTS TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE
<br /> THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. INSTALL TWO (2) SPARE O
<br /> CL 1" CONDUITS W/ PULL ROPE FROM GASOLINE VENT RISER TO BUILDING FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS. VERIFY LOCAL REGULATIONS
<br /> ° G 44
<br /> + FOR ADDITIONAL EQUIPMENT OR INSTALLATION REQUIREMENTS.
<br /> I •a 9 ° d 4 j 11 INSTALL A SINGLE 1" RIGID GALVANIZED CONDUIT FOR EACH NEWLY INSTALLED TURBINE PUMP. O
<br /> • 1 12 INSTALL DUAL FLOAT TANK ANNULAR SPACE HYDROSTATIC MONITORING SENSORS. SEE DETAILS FOR CONDUIT LOOPING BETWEEN ANNULAR RISER
<br /> *� 3" STAGE 11 6 ( d°' d- a a•a + ) ' AND SUMPS. 19
<br /> \ `•� /,£ DOUBLE WALL FIBERGLASS 1 VAPOR 19 "° 4'' a
<br /> UNDERGROUND STORAGE TANKS INSTALL BALL FLOAT/VALVE EXTRACTOR ASSEMBLIES FOR VENT, STAGE I AND STAGE 11 VAPOR RECOVERY AT FILL SIDE SUMP. VERIFY WITH LOCAL
<br /> d . ° ° 1 JURISDICTION FOR ALTERNATE REQUIRED LOCATIONS. SEAL
<br /> FILL 15 3 I- -° -°-'- ' =.-�- t q�"I�
<br /> \ i 14 INSTALL .1 GPH MAG PROBE TANK LEVEL GAUGES AT FILL SUMPS AS SHOWN. QR�FESS�
<br /> TANK LEVEL GAUGE 14 18
<br /> 4. 15 TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AT FILL MANHOLES. �
<br /> " PER FT.
<br /> NlIN, + ` 16 INSTALL 3" INSIDE 4" DOUBLE WALL FRP ACTIVE SIPHON BETWEEN 87 OCTANE TANKS AS SHOWN. SLOPE 1/4" PER FOOT UP TO PRIMARY TANK
<br /> \ - _ - = 1 VERIFY LOCAL REGULATORY REQUIREMENTS FOR SIPHON PIPING INSTALLATION PRIOR TO DESIGN OR INSTALLATION.
<br /> �`. TANK PAD 2 9 2" INSIDE 3" FIBERGLASS j
<br /> a ° ° a 19 VENT PIPING a + 17 INSTALL WAYNE OVATION SERIES, SINGLE HOSE PER SIDE, MULTI-PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED WITH STAGE 11 HOSES, rn
<br /> TK#2 1 NOZZLES AND BREAKAWAY VALVES PER LOCAL REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING HOSES, NOZZLES AND BREAKAWAYS.
<br /> TURBINE(E)CD- 4 �K 1 � PREMIUM 20 OVERFILL ALARM/STROBE AND ° INSTALL UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR
<br /> ol
<br /> REGULAR UNLEADED ACKNOWLEDGE SWITCH + R HER VALVES AND MONITORING SENSORS. START UP BY MANUFACTURER
<br /> REGULAR
<br /> R 20 ® 12K INSTALL EMERGENCY PUMP SHUTOFF + REPRESENTATIVE. GENERAL CONTRACTOR TO PURGE LINES WITH A MINIMUM OF 200 GALLONS THROUGH EACH HOSE/NOZZLE. ANY AIR POCKETS OR
<br /> . . TANK LEVEL GAUGE 14 1 START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE
<br /> STATIC ° ° SWITCH AND WEATHER PROOF EW ASPHALT ° .4. + CONTRACTOR. AFTER PURGING THE PRODUCT LINES OF AIR AND BEFORE VAPOR RECOVERY TESTING, CONTRACTOR IS TO REPLACE THE FACTORY `'
<br /> GROUND VENT, STAGE I & STAGE 11 13 4 OUTLET PER FIRE CODE PAVING, TYP 1 �� / V
<br /> ., .'ROD-'. VAPOR RETURN lg 15 HYDROSTATIC 12 TURBINE 11 5 REQUIREMENTS d I INSTALLED GASOLINE FILTERS WITH NEW FILTERS. OF
<br /> Or��
<br /> MONITOR + 18 INSTALL VEEDER-ROOT CARBON CANISTER VAPOR POLISHER ON 2" VENT RISER PIPE
<br /> VEEDER-ROOT CARBON CANISTER 1g 40 + 0 O 9
<br /> a O VAPOR POLISHER �\ 19 ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS.
<br /> (2) 2" DIA. GALV. STEEL VENT 10 a 20 INSTALL OVERFILL ALARM & ACKNOWLEDGMENT SWITCH, ESO AND MAINTENANCE RECEPTACLE IN LOCATION SHOWN. ALARM AND SWITCH TO BE LOCATED
<br /> RISERS WRAPPED TO GRADE. PAINT ° I TO PROVIDE AN UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE WIRING DIAGRAM AND DETAIL FOR
<br /> TO MATCH SITE CONDITIONS ROUTE r MOUNTING REQUIREMENTS.
<br /> CONDUITS TO
<br /> Q41 INTRINSICALLY SAFE WIRE AY °SPARE 1o t s
<br /> 21 FINAL FACILITY EQUIPMENT LOCATIONS TO BE APPROVED BY DISTRIBUTION TERMINAL MANAGER PRIOR TO SUBMITTAL FOR PERMITS TO ENSURE CLEAR
<br /> °`+ a I AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS.
<br /> 4 ° d EMERGENCY PUMP ® -- ------- ----�
<br /> \ OFFSWITCH
<br /> ----
<br /> SHUT-OFF I OUTDOOR)
<br /> GENERAL COMPLIANCE NO 9
<br /> RESET SWITCH INDOOR DEVELOPMENT INFORMATION:
<br /> 1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ARCO M
<br /> \ \ a Fol O _ ELEVATIONS AND EQUIPMENT LOCATIONS ��� ��� �
<br /> ' 2. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY
<br /> DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH ���� CANOPY
<br /> 8 VEEDER ROOT THE WORK.
<br /> \ ALARM MONITO i s
<br /> SYSTEM 0; 3. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES "
<br /> � 5-0
<br /> G I OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND.
<br /> \ i 4. AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK
<br /> \ _ (
<br /> OPERATIONS.
<br /> \ \ , SITE ADDRESS:
<br /> i 5. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL //�� �@�
<br /> CODES AND GOVERNING AUTHORITIES. ESM �1NJl
<br /> 6. THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. Av
<br /> \ \
<br /> r 7. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. O CA
<br /> Q �%' 8. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK
<br /> \ \ INSTALLATION. �����
<br /> 9• TANK AND PIPING SYSTEM TO BE INSPECTED BY OWNER'S THIRD PARTY INSPECTOR & GOVERNING AGENCY AT FOUR (4)
<br /> \ SEPARATE CONSTRUCTION PHASES (SEE SPECIFICATIONS):
<br /> \ \ _ A. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST. DEMNED BY: ALUANCE MDM:
<br /> B. TANKS AND PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. AL
<br /> �- C. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH CHECKED BY: BP REPM:
<br /> MANUFACTURER'S GUIDELINES.
<br /> OV
<br /> D. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. AL
<br /> DRAM BY: ALLIANCE PM:
<br /> 10. ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH VERSION: �y PROJECT NO:
<br /> 0 10 20 40 RSTANDING WATER ECORD THE TEST RESULTS TOP TOF REDUCING COLLAR FOR
<br /> R. A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. �+®� _® 17223
<br /> 12/14/2015
<br /> 11. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING DRAWING TITLE:
<br /> AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION.
<br /> \ I ®� 9 12. PRIOR TO FUEL BEING PUMPED, STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACES OF TANK UNDERGROUND TANK AND PIPING
<br /> \ \ hl y AND DISPENSER SUMPS. SITE PLAN
<br /> \ 13. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTIONWITHIN 30 A ® INSTALLATION NOTES
<br /> 14. RESPONSIBILITY HALL BE SUBMITTED TO GOVERNING AGENCY ( Y B )
<br /> DAYS OF THE FINAL INSPECTION
<br /> \ UNDERGROUND TANK AND PIMNG SITE PLAN EVIDENCE OF FINANCIAL RESPONS TY S B P .
<br /> 15. MEASUREMENTS OF BRINE LEVELS IN TANKS SHALL BE TAKEN BY BP REPRESENTATIVE DURING THREE SEPARATE VISITS TO SITE SHEET NO:
<br /> AND PRIOR TO FUELING OPERATIONS. REFER TO TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR REQUIREMENTS.
<br /> M
<br />
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