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SHEETINDEX
<br /> Sheet No. Sheet Title m
<br /> 1 SITE PLAN cli
<br /> E01030600 FILL SUMP DETAILS = I
<br /> J E01030600-A FILL/VAPOR RISER CALCULATIONS a,
<br /> E01030600-8 FILL/VAPOR RISER STATIC ELECTRICITY PROTECTION TO
<br /> E01031100 DISPENSER CONTAINMENT DETAILS
<br /> ® E01031400 ELECTRONIC MONITORING DETAILS M\
<br /> E01031500 VEEDER ROOT SPECIFICATIONS
<br /> E01031900 CONCRETE SLAB DETAILS r
<br /> WORK,,
<br /> — � - INSTALL NEW SPILL CONTAINMENT ON FILL AND VAPOR RISERS N
<br /> EXISTING VENT RISERS, TYP. - INSTALL NEW DISPENSER CONTAINMENT SUMPS 0
<br /> - INSTALL NEW FILL DROP TUBES WITH OVERFILL VALVE 1 m
<br /> ( O Q - INSTALL NEW 36" FIBRELITE MANHOLE LIDS
<br /> ® /1 I l8/,',N - INSTALL NEW FIBREUTE SUMPS AT TANK FILLS 1 0 M
<br /> 8 - INSTALL NEW SUMP SENSOR AT FILL SUMP
<br /> - PATCH A.C. PAVING AND CONCRETE AS REQUIRED
<br /> GENERAL NOTES w s
<br /> o
<br /> 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT APPLICABLE EDITIONS THE UNIFORM BUILDING CODE, �r 2
<br /> UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE, UNIFORM FIRE CODE, NATIONAL
<br /> Z f
<br /> ELECTRIC CODE, CAL-OSHA � d.
<br /> CONSTRUCTION SAFETY ORDERS, AND ALL OTHER APPLICABLE STATE, CITY AND COUNTY ORDINANCES. `jR .0
<br /> 9� I Ah \ Ism ° § 2. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL BURIED PIPES AND UTILITIES, WHETHER SHOWN V - d
<br /> OR NOT SHOWN ON THESE PIANS, PRIOR TO THE START OF CONSTRUCTION. NOTIFY UNDERGROUND SERVICE ALERT
<br /> el i i 1-800-227-2600, AT LEAST TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.
<br /> 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR THE START OF CONSTRUCTION.
<br /> ( I. 1 81
<br /> 1- 4. SITE SPECIFIC ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS,
<br /> I I IELEVATIONS AND EQUIPMENT LOCATIONS.
<br /> �� �� I O o 5. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK,
<br /> Q I I I ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR HIS DECISION PRIOR
<br /> ci; 170 ` .qL. I ( vx I PROCEEDING WITH THE WORK.
<br /> ( 9 _ 6. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED TESTS, INSPECTIONS AND SIGN-OFFS AS REQUIRED BY
<br /> L
<br /> MANUFACTURER'S SPECIFICATIONS AND LOCAL REGULATIONS PRIOR TO BEING PLACED INTO OPERATION. PROVIDE COPIES
<br /> OF TEST RESULTS TO OWNER AND REGULATORY AUTHORITIES.
<br /> PRESSURE VACUUM VENT 7. ALL TANK AND DISPENSER SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER TO INSURE
<br /> ( REFER TO ENLARGED PARTIAL PLAN BELOW NTS THAT THE SUMPS ARE WATERTIGHT IN ACCORDANCE WITH OWNER'S AND REGULATORY AGENCY REQUIREMENTS.
<br /> 8. ALL TANK AND PIPING SYSTEMS, LEAK DETECTORS AND MONITORING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH
<br /> STATE, COUNTY, CIN AND OTHER LOCAL CODES AND REGULATIONS. CONTRACTOR SHALL GIVE REGULATORY AUTHORITY
<br /> servers ..uoan AND OWNER'S REPRESENTATIVE 48 HOURS ADVANCE NOTICE OF AND TESTING OR INSPECTIONS.
<br /> 9. CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, BOTH PUBLIC AND PRIVATE, WHICH ARE TO REMAIN UNLESS zo
<br /> NOTED OTHERWISE. CONTRACTOR SHALL REPAIR OR REPLACE, TO THE OWNER'S SATISFACTION, ANY EXISTING FACILITIES
<br /> WHICH ARE DAMAGED AS RESULT OF CONTRACTOR'S OPERATIONS.
<br /> SITE PLAN ON RAMP - INTERSTATE 205 - N 10. ALL TRENCHES IN TRAFFIC AREAS, INCLUDING PEDESTRIAN TRAFFIC AREAS, SHALL BE COVERED WITH TRAFFIC RATED o
<br /> PLATES WHEN WORK IS NOT IN PROGRESS, w
<br /> SCALE: 1"= 20'-0" 11, ALL WORK AREAS SHALL BE ADEQUATELY BARRICADED THROUGHOUT THE CONSTRUCTION PERIOD.
<br /> 12. EDGES OF EXISTING PAVEMENT, CONCRETE SLABS, CONCRETE CURBS AND SIDEWALKS SHALL BE NEATLY TRIMMED z
<br /> PRIOR TO PATCHING. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, SLABS, ETC IN NEAT STRAIGHT LINES.
<br /> 13. CONTRACTOR SHALL REPLACE TANK RISERS AS REQUIRED, PER SHELL ENGINEERS DIRECTION. Zi
<br /> — — — — — — — — — — — — — — 14. WHEN BONDING A NEW SUMP COLLAR TO EXISTING SINGLE WALL TANKS, A NITROGEN BLANKET SHALL BE USED
<br /> 24'-0" PER TANK MANUFACTURERS SPECIFICATIONS.
<br /> EXISTING/NEW TANK SLAB 15. CONTRACTOR SHALL REPLACE MISCELLANEOUS BOXES EQUIVALENT TO EXISTING. MONITORING WELLS NEED WATERTIGHT BOXES.
<br /> 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL CAVE-IN AT TANK EXCAVATION, BEYOND WHAT IS INDICATED ON THE
<br /> N N O SPECIFICATIONS. o
<br /> r -
<br /> _ -- NOTES
<br /> PREMIUMDIESEL Z
<br /> 12K \ / 12K \ O SAWCUT EXISTING TANK SLAB TO EXPOSE TANK TOP A7 FILL/VAPOR RISERS
<br /> I © INSTALL NEW NON-DISCRIMINATING SUMP SENSOR, (TYP. OF 4) REFER TO
<br /> SHEET OE01031400 FOR INSTALLATION DETAILS (SLM.) W
<br /> p p Ifm
<br /> INSTALL NEW 4"0 BLACK STEEL FILL RISER AND NEW 4"0 BLACK STEEL OFFSET VAPOR RISER, Q
<br /> ©
<br /> (TYP.) REFER TO SHEET #EO1030600 FOR INSTALLATION DETAILS ck:�
<br /> sTP I sTP I C 7
<br /> OD NOT USED CI_
<br /> ZD
<br /> TLM
<br /> TLM E INSTALL NEW FILL DROP TUBE WITH OVERFILL PROTECTION VALVE SET AT 95% OF TANK CAPACITY
<br /> O 'I L K O FOR POSITIVE SHUT-OFF, REFER TO EQUIPMENT LIST ON THIS SHEET FOR MAKE AND MODEL NUMBER (TYP.)101 Z
<br /> ALJ
<br /> OF INSTALL NEW SPILL CONTAINMENT ON FILL AND VAPOR RISERS, REFER TO EQUIPMENT
<br /> LIST ON THIS SHEET FOR MAKE AND MODEL NUMBERS (TYP.) Z
<br /> © INSTALL NEW FIBREUTE EMS90 48"0 SUMP BONDED ONTO NEW 48"0 TANK COLLAR, 'Q
<br /> (TYP. OF 4) REFER TO SHEET #EO1030600 FOR INSTALLATION DETAILS Z
<br /> " REINFORCE CONCRETE SLAB AROUND MANHOLE W/ 3-#4 REBAR 8' 0
<br /> B C E F O IN LENGTH 9"O.C., PLACE REBAR 6" FROM SIDES OF BOX, MIN, 2" COVER U
<br /> G H M m
<br /> P p ' O REPLACE EXISTING TANK SLAB, AS INDICATED ON TANK SLAB PIAN, WITH NEW B" REINFORCED CONCRETE. W Q
<br /> O I I REFER TO DRAWING E01031900 N (n >
<br /> � INSTALL PRESSURE/VACUUM VENT VALVE ON TANK VENT RISERS (TYP. OF 4), INSTALL Z U J
<br /> PERMANENT YELLOW OR GOLD LABEL WITH BLACK LETTERING STATING THE L.J =
<br /> POSITIVE AND NEGATIVE PRESSURE SETTINGS SPECIFIED BELOW: a-
<br /> J * °I POSITIVE PRESSURE SETTING: 3A 3 0.5 INCHES H2O N Q m
<br /> LEGEND NEGATIVE PRESSURE SETTING: B4O t 2.0 INCHES H2O Z �. �
<br /> z '
<br /> O INSTALL NEW 36"0 FIBRELITE MANHOLE LID (TYP. OF 16) Q CL
<br /> N C N G z z EXISTING TO REMAIN J U Q
<br /> ® - EXISTING TO BE REMOVED © INSTALL NEW 3/4"0 CONDUIT FROM THE NEAREST MONITORING J-BOX, TO NEW SUMP AT FILLS, (TYP. OF 4). J 0 U
<br /> o O 1 NEW CONSTRUCTION H
<br /> EXTENT OF CONSTRUCTION O INSTALL STATIC GROUNDING ON ALL TANK RISERS, REFER TO DRAWING E01030600-B W J
<br /> I- wNa
<br /> A O SAWCUT EXISTING ISLAND AS REQUIRED TO REMOVE EXISTING UNDER DISPENSER CONTAINMENT SUMPS /1 = M cr-
<br /> V,J
<br /> ORE-INSTALL EXISTING DISPENSERS ON EXISTING ISLANDS, WITH NEW UNDERDISPENSER CONTAINMENT
<br /> SUMPS (TYP. OF 6). INSTALL BEI NON-DISCRIMINATING SUMP SENSOR. REFER TO SHEET #E0103i 100 FOR
<br /> INSTALLATION DETAILS. DRAWN BY: JLR
<br /> © EXISTREVIEWED BY: JLR
<br /> DATE:SPANNER CABINET, (TYP. OF 6) DATE:
<br /> M M EQUIPMENT LIST JOB NO: 12156.1
<br /> I _
<br /> N O N C I i. NO EQUIPMENT DESCRIPTION MANUFACTURER MODEL QUANTITY SUPBPLIED NOTES �EC 113
<br /> t!aa
<br /> s P STP I (D UNDERGROUND STORAGE TANK EXISTING 000BLEWALI EXISTING TANK BURY
<br /> 7 r - - - , DEPTH IS 4'-O"f
<br /> ROTATABLE ADAPTER (FILL) OPW 61SALP-E'VR DIST.
<br /> L - - 4" DUST CAP (FILL) OPW 634TT-EVR DIST.
<br /> I ® SPILL CONTAINMENT BUCKET (FILL) OPW/POMECO 1-2100 SERIES DIST.
<br /> p p I REGUK R ) PPLUSPRESSURE/VACUUM VENT VALVE HUSKY 4885 (2" THREADED) DIST.
<br /> Z
<br /> 4" DROP TUBE OPW 61SO-EVR (W/ OPD) DIST.
<br /> a
<br /> O7 ROTATABLE ADAPTER (VAPOR) OPW 61VSA-LVR DIST. SHEET
<br /> JQ8 4" DUST CAP (VAPOR) OPW 1711T-EVR DIST.
<br /> O9 SPILL CONTAINMENT BUCKET (VAPOR) OPW/POMECO 1-2100 SERIES DIST.
<br /> ENLARGED PARTIAL PLAN 4" E MANHOLE LID FIBRELITE FL38 DIST.
<br /> 11 4" EXTRACTOR FITTING OPW 233 DIST. VAPOR RISER
<br /> SCALE: 1/8"= V-0" 12 48"0 SUMP W/ 42"0 TANK COLLAR FIBRELITE FMS90 DIST.
<br /> 13 DISPENSER CONTAINMENT SUMP BEI FACTORY ASSEMBLED SHELL OF 8 SHEETS
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