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GENERAL NOTES:
<br />A. ALL TANK AND LINE INSTALLATIONS SHALL BE PERFORMED
<br />ELECTRICAL GUTTERS FOR AS SHOWN ON ARCO TANK DRAWINGS (TK -SERIES) AND
<br />MULTIPLE CONDUITS POWER AND MONITORING EXISTING AREA LIGHT ARCO MASTER CONSTRUCTION SPECIFICATIONS SECTIONS
<br />TO GUTTER UNIT TO REMAIN RELEVANT TO THIS PROJECT).
<br />124,80 C.l 123.70' (MEAS, B. THESE PLANS ARE DIAGRAMATIC IN NATURE AND ARE NOT
<br />INTENDED TO BE AN EXACT REPRESENTATION OF THE
<br />EXISTI qG TRASH EXISTING 400 AMP CONDUITS TO TURBINES, FINAL PRODUCT. GENERAL CONTRACTOR SHALL RELOCATEM
<br />WNCL SURE MAIN SWITCHBOARD DISPENSERS, P.I.C.'S, AND MODIFY, OR ADJUST TO PROVIDE A SYSTEM CONSISTANT
<br />TO REMAIN TANK MONITORS WITH THE INTENT OF THE DESIGN. THE GENERAL
<br />-- =v——CONTRACTOR SHALL PREPARE AS -BUILT PLANS AT THE
<br />_
<br />— �_
<br />V— 10 COMPLETION OF THIS JOB.
<br />MW I U
<br />LOCATION
<br />APPROXIMATE ATI N
<br />0
<br />Z C. INSTALL CON IT CONDUCTORS Q DUITS AND DUC ORS AND/OR PULL ROPES
<br />NEW SUB -PANEL FOR p OF EXISTING TANK VENT 0
<br />FOR PUMPS AND MONITORING EQUIPMENT AS SHOWN ON
<br />FUEL SYSTEM ELECTRICAL f ` PIPING TO REMAIN. I Z 3r.
<br />ELECTRICAL DRAWINGS. ALL CONDUITS LEAVING CLASS I
<br />HAZARDOUS AREAS SHALL BE SEALED PER N.E.C. AND
<br />I ELECTRICAL GUTTER1 N LOCAL REQUIREMENTS.
<br />EXISTING TANK 13' 24'-9"
<br />x X
<br />VENT RISERS D• ARCO SHALL PERFORM LINE TESTING AND AIR QUALITY
<br />9... �.. �.. ......: ...:. MONITORING WELL TESTING. CONTRACTOR REPRESENTATIVE SHALL BE
<br />EXISTING AIR/WATER PRESENT DURING TESTING.
<br />UNIT TO REMAIN
<br />�-� TURBINE TYP) E. FENCE JOB SITE WITH 6 FT. HIGH CHAIN LINK FENCE
<br />ARCO FACILITY 0434. 15 16 19 DURING CONSTRUCTION.
<br />` I 87 . bGT, .'• VENT & STAGE II F. UTILIZE EXISTING ELECTRICAL/SIGNAL CONDUIT WHEREVER
<br />VAPOR RECOVER POSSIBLE. REPLACE/ALTER/INSTALL NEW CONDUIT AS
<br />8� (TYP) 1 g REQUIRED. REPLACE DETERIORATED CONDUIT AS REQUIRED.
<br />O ;:. I U •
<br />r NL EA ED[ 8 o G. CONTRACTOR SHALL TOUCH-UP PAINT AS REQUIRED.
<br />o U
<br />.. o .: Y H.
<br />} -� 0 � ® ^ REPLACE ALL DISPENSER FILTERS UPON JOB COMPLETION.
<br />NL E;.A D E.V z Q v
<br />:.� I=3
<br />Z •0 _ 1'4 V) w I ALL IMPROVEMENTS ARE EXISTING AND TO REMAIN UNLESS
<br />DN. { 3 . w NOTED OTHERWISE. PROTECT FROM DAMAGE DESTRUCTION.
<br />92 -OCT.
<br />W4 J• ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES
<br />EXISTING C OPY . ' fi oo , • . V 4 AND REGULATIONS.
<br />TO REMAIN 1- . . . . K. INTALL EXPANSION JOINTS (E.J.) AND CONTROL JOINTS
<br />n. CJ 3. .......
<br />} F 4 REQUIRED. NEW CONCRETE WORK AS SHOWN AND
<br />t. o.'
<br />I 1 12 TING P.I.C. 1.7:1 P :.'- �-
<br />N REMAIN •:� •1:..�j • w L UNDERGROUND WIRING SHALL BE INSTALLED IN THREADED
<br />o MW "�_. ... , . RIGID METAL PIPE PER N.E.C. 514-8. EXCEPTION NO. 2
<br />J �-� ; j..11N� •_p'RE." PERMITS NON—METALLIC CONDUIT IF BURIED 24 INCHES
<br />I o _ _ - c�.. %wM.. 2 �.� I DEEP WITH GROUND WIRE AND AT LEAST 24 INCHES OF
<br />— — o ` oj �... µW . 0 J �--- METAL CONDUIT IS INSTALLED UNDERGROUND.
<br />,o o I Q
<br />-EJ r M• ALL UNDERGROUND ELECTRICAL CONDUIT RISERS SHALL BE
<br />.4.
<br />87 " — PVC COATED RIGID GALVANIZED STEEL TO A DEPTH OF 24
<br />.3'
<br />INCHES BELOW GRADE. ALL ELECTRICAL CONDUIT BURIED
<br />J� <•' '..'L .. � MW � . MW
<br />-� 24 INCHES DEEP SHALL BE SCHEDULE 40 PVC.
<br />5 4 '..•4.:. 4 �� 1�.
<br />f /
<br />N. CIRCUIT DISCONNECTS TO OR THROUGH THE DISPENSING
<br />APPROXIMATE LOCATION ' o PUMP SHALL DISCONNECT ALL CONDUCTORS, INCLUDING
<br />1 1 2 3 5 OF EXISTING SANITARY ) I
<br />4 SEWER LINE. VERIFY IN MW r Ln • ANY GROUNDED CONDUCTORS PER N.E.C. 514-5.
<br />Iva_i i FIELD..
<br />MW f �-/ 0. IF STRONG ODOR OF GASOLINE OR DIESEL FUEL IS
<br />o -� E _ MW PLANTER PRESENT IN EXCAVATED MATERILAS, STOCKPILE
<br />I �_ CONTAMINATED MATERIALS ON PLASTIC FILM AND COVER
<br />Ln WITH SAME. NOTIFY ARCO ENVIRONMENTAL ENGINEERING
<br />EXISTING AREA LIGHT °..>.° - 4 \ FOR DISPOSAL. COORDINATE ALL ENVIRONMENTAL MATTERS
<br />.,�' .j ��' L T, I j
<br />MW UNIT TO REMAIN s, " .�: �-••� • •-, 1�.'. XISTI I.D. WITH: PAUL SUPPLE, ARCO ENVIRONMENTAL ENGINEERING.
<br />O SIGN PHONE: (510) 299-8891. PROVIDE ALTERNATE BID ITEM:
<br />8 cJ DISP.11' COL. 11 DISP. ! / UNIT COST ($/CUBIC YARD) FOR OVER -EXCAVATION WORK.
<br />tV-
<br />EXISTING CON RETE EXISTING CONCRETE. EXISTING CONCRETE
<br />DRIVEWAY SIDEWALK - - 6 4DR IVEWAY
<br />-- -------- — PIPING LEGEND
<br />KETTLEMAN LANE
<br />CaAPHrc 45CLE
<br />105 1
<br />( IN FEET)
<br />1 inch = 10 feet
<br />HEALTH DEPARTMENT NOTES:
<br />If it is determined during construction that the existing
<br />conditions do not provide proper piping slope, details for
<br />piping low point including monitoring equipment will be
<br />provided to the San Joaquin County Environmental
<br />Health for approval prior to installation.
<br />After tank slab removal has been completed a
<br />determination of existing hold down conditions will be
<br />performed. A revised set of hold down calculations will
<br />be provided to San Joaquin County Health Department
<br />for review.
<br />92- ---
<br />3'VR------
<br />i v01
<br />—G— —
<br />2" F.G. DOUBLE WALL
<br />PRODUCT PIPING
<br />2" OR 3" F.G. SINGLE
<br />WALL VAPOR RECOVERY
<br />PIPING
<br />2" F.G. SINGLE WALL
<br />VENT PIPING
<br />EXISTING UNDERGROUND
<br />UTILITIES (WATER, GAS)
<br />TANK ELEVATION:
<br />EXISTING.
<br />UNAUTHORIZED CHANGES AND USES: The engineer preparing these
<br />plans will not be responsible for, or liable for unauthorized
<br />for, unauthorized changes to or uses of these plans. All changes
<br />plans must be in writing and must bne approved by the preporer
<br />of these plans.
<br />Construction contractor agrees that in accordance with generally
<br />accepted construction practices, construction contractor will be
<br />required to assume sole and complete responsibllty for job site
<br />conditions during the course of construction of this project.
<br />including safety of all persons and property, that this requirement
<br />shall be made to apply continuously and not limited to normal
<br />working hours, and construction contractor further agrees to
<br />defend, idemnify and hold design professional harmless from any
<br />and all liability, real or alleged, In connection with the performance
<br />of work on this project, excepting liability arising from sole
<br />negligence of design professional.
<br />Engineers Note to Contractor.
<br />The existence and location of any underground utilities, pipes,
<br />and/or structures shown on these plans were obtained by a
<br />search of available records. To the best of our knowledge, there
<br />are no existing utilities except as shown on these plans. The
<br />contractor shall ascertain the true vertical and horizontal location
<br />and size of those to be used of any underground utilities and
<br />shall be responsible for any damage to any public or private
<br />utilities, shown or not shown hereon.
<br />IMPORTANT NOTICE
<br />Section 4216/4217 of the Government Code requires
<br />a Dig Alert Identification Number be Issued before a
<br />Permit to Excavate will be valid. For your Dig Alert
<br />ID Number Call
<br />UNDERGROUND SERVICE ALERT
<br />1-800-227-2600
<br />For Underground Locating, 2 working days before you dig.
<br />PIPING INSTALLATION NOTES:
<br />PIPING INSTALLATION NOTES:
<br />© SEE DETAIL 20, DRAWING TK3-5, FOR IDENTIFICATION
<br />ALL CONSTRUCTION IS EXISTING AND TO REMAIN UNLESS
<br />MARKINGS AT TANK MANHOLES.
<br />NOT,
<br />�(
<br />_E
<br />\C/ON_TRACTOR
<br />INSTALL 2" DIA INACTIVE SIPHON LINES AS SHOWN. SEE
<br />�'�
<br />THE SHALL POTHOLE LOCATIONS TO JOIN
<br />DETAILS 6, 7 & 8, DRAWING TK3-2.
<br />EXISTING UTILITIES PRIOR TO CONSTRUCTION TO VERIFY
<br />EXACT DIMENSIONS AND NOTIFY THE ENGINEER OF ANY
<br />44 INSTALL STATIC GROUNDING SYSTEM PER DETAIL 4, DRAWING
<br />DISCREPANCIES.
<br />? �- ��- - - - \✓ --�� r-� -
<br />O1
<br />CON Ti'TAC- 01\�`S�CL I I�iSULL �W 4� COiTCRTE
<br />5 CONTRACTOR SHALL LOCATE EXISTING ON-SITE SANITARY
<br />DISPENSER ISLAND, TYPICAL OF 4. INSTALL NEW DISPENSER
<br />/ SEWER LINE FOR NEW LATERAL TIE-IN. CONTRACTOR SHALL
<br />SPILL CONTAINMENT BOX AT EACH DISPENSER LOCATION,
<br />PROVIDE AND INSTALL NEW CLEAN-OUT TO GRADE PER
<br />TYPICAL OF 4. REFERENCE SHEET TK3-3 AND TK3-4.
<br />CITY OF LODI, PUBLIC WORKS DEPARTMENT, STANDARD
<br />/ PLAN 201, SHEET CAII1.
<br />r
<br />INSTALL FOUR (4) GILBARCO "ADVANTAGE SERIES B78, 36"
<br />FRAME, MULT-PRODUCT DISPENSERS, TO BE FITTED WITH
<br />© CONTRACTOR SHALL PROVIDE AND INSTALL NEW, PRECAST
<br />WITH BALANCE, STAGE II HOSES AND NOZZLES, BREAK
<br />STRIP DRAIN SYSTEM, WITH HEAVY DUTY, TRAFFIC RATED,
<br />AWAY VALVES AND UNDER DISPENSER CONTAINMENT
<br />SLOTTED GRATES. USE POLYDRAIN OR APPROVED
<br />INCLUDING PRODUCT AND VAPOR SHEAR VALVES AND 3M
<br />(' EQUIVALENT.
<br />INTERCOM. SEE DRAWINGS TK3-3 AND TK3-4 FOR TYPICAL
<br />/ © CONTRACTOR SHALL PROVIDE AND INSTALL NEW, PRECAST
<br />INSTALLATION DETAILS. SEE DRAWING TK4-1 FOR DISPENSER
<br />WIRING DIAGRAM. START UP BY MANUFACTURER'S
<br />j CONCRETE SAND/GREASE TRAP. TRAP UNIT SHALL
<br />REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH
<br />\, CONFORM TO CITY OF LODI, PUBLIC WORKS DEPARTMENT,
<br />MINIMUM 200 GALLONS PER HOSE. ANY AIR POCKETS OR
<br />STANDARD PLAN 205, SEE SHEET CA1-1. ALL GRATING
<br />START-UP PROBLEMS DUE TO IMPROPER INSTALLATION OR
<br />SHALL BE TRAFFIC RATED.
<br />INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE
<br />BILLED BACK TO THE CONTRACTOR. NOTE THAT PIPING TO
<br />® CONTRACTOR SHALL PROVIDE AND INSTALL NEW, 4"0, CAST
<br />THE DISPENSERS MUST ALWAYS BE INSTALLED TO THE "B"
<br />IRON DRAIN PIPE AND ASSOCIATED FITTINGS AND
<br />SIDE OF THE DISPENSER TO ENSURE PROPER MOUNTING TO
<br />HARDWARE. CONTRACTOR SHALL ENSURE POSITIVE_
<br />THE UNDER DISPENSER CONTAINMENT SUMP.
<br />DRAINAGE OF NEW DRAIN SYSTEM. COMPLETE ALL ,
<br />TI -,TO ANQ
<br />O
<br />INSTALL NEW STAND ALONE DISPENSER SUMP MONITORS,
<br />,. NS J(Y ISTIN13"iMA1�l�1PING.
<br />TYPICAL OF 4.
<br />8 CONTRACTOR SHALL RESET EXISTING MONITOR WELL COVER
<br />TO NEW GRADE ASREQUIRED BY NEW WORK. CONFIRM WELL
<br />O
<br />CONTRACTOR SHALL INSTALL NEW 3", SINGLE WALL,
<br />5 LOCATION IN FILED.
<br />FIBERGLASS VAPOR RECOVERY PIPING FOR "BALANCE"
<br />VAPOR RECOVERY SYSTEM. SLOPE 1/8" PER FOOT TO TANK,
<br />SEE DETAILS AND SECTION, SHEET TK3-3.
<br />O
<br />CONTRACTOR SHALL INSTALL NEW 2", DOUBLE WALL,
<br />FIBERGLASS, PRODUCT PIPING. SLOPE 1/8- PER FOOT TO
<br />GENERAL NOTES:
<br />TANKSSEEPIPING
<br />OR LEAKLMONITOR
<br />ARRAN�GEMENDT. LIINES0TO BEEEQUIPP DFWITH
<br />IN PIPING SUMP, ATTACHED TO TANK LEAK MONITOR AND
<br />VAPOR AND VENT PIPING IS TO SLOPE TOWARD TANK, 1/8"
<br />WIRED FOR TURBINE SHUT DOWN, PIPING SHALL BE
<br />PER FOOT. SIPHON PIPING TO SLOPE 1/4" PER FOOT.
<br />INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
<br />SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE
<br />©
<br />CONTRACTOR SHALL INSTALL NEW, DOUBLE WALL,
<br />ONLY, NOT GRAPHICALLY. ALL PRODUCT PIPING TO BE
<br />FIBERGLASS, UNDERGROUND PRODUCT STORAGE TANKS.
<br />DOUBLE CONTAINMENT PIPE. VAPOR RECOVERY AND VENT
<br />INSTALL (1) 20,000 GALLON TANK AND (1) 22,000 GALLON
<br />PIPING TO BE SINGLE WALL PIPE.
<br />(10K/12K SPLIT) TANK. TANKS TO BE SET 48" MINIMUM
<br />BELOW FINISH GRADE. SEE DRAWINGS TK2-1A & TK2-1B
<br />FOR ADDITIONAL INFORMATION. SEE DETAIL 10, DRAWING
<br />TK3-2, FOR TYPICAL PIPING ARRANGEMENT AT TANKS.
<br />COMPLIANCE NOTES:
<br />INSTALL TANKS PER TANK MANUFACTURER'S INSTRUCTIONS.
<br />BACKFILL AND COMPACT IN ACCORDANCE WITH ARCO TANK
<br />ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE
<br />SPECIFICATIONS.
<br />PRECEDENCE FOR REFERENCING ALL DIMENSIONS,
<br />PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS.
<br />O
<br />CONTRACTOR SHALL CONSTRUCT NEW 6" THICK, REINFORCED
<br />CONCRETE SLAB OVER TANKS. SET MANHOLE COVERS
<br />ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND
<br />1-1/2" ABOVE SLAB. SEE DETAILS, SHEET TK3-5. MAINTAIN
<br />VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY
<br />2% MAXIMUM SLOPE ACROSS TANK SLAB.
<br />DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF
<br />THE QWNER'S ENGINEER FOR HIS DECISION BEFORE
<br />®
<br />CONTRACTOR SHALL PATCH AND/OR REPAIR EXISTING A.C.
<br />PROCEEDING WITH THE WORK.
<br />PAVING AND CONCRETE AS REQUIRED BY NEW WORK.
<br />GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT
<br />O
<br />CONTRACTOR SHALL INSTALL NEW 2" DIAMETER, ACTIVE
<br />FROM THE DIVISION OF INDUSTRIAL SAFETY, STATE OF
<br />SIPHON LINES AS SHOWN. REFERENCE SHEET TK3-2.
<br />CALIFORNIA , FOR EXCAVATIONS OF TRENCHES 5'-0" OR
<br />MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO
<br />10
<br />CONTRACTOR SHALL INSTALL NEW SINGLE WALL, FIBERGLASS
<br />DESEND.
<br />TANK VENT PIPING. CONNECT TO EXISTING PIPING, SLOPE
<br />BACK TO TANK AT 1/8- PER FOOT, TYPICAL OF THREE
<br />GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR
<br />TANKS.
<br />NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK
<br />INSTALLATION.
<br />11
<br />CONTRACTOR SHALL INSTALL NEW HORSESHOE BUMPER
<br />POST, TYPICAL OF 2. SEE DETAIL 16, DRAWING TK3-4.
<br />TANK SYSTEM TO BE INSPECTED BY GOVERNING AGENCY
<br />AND ARCO ENGINEER AT FOUR (4) SEPERATE
<br />12
<br />CONTRACTOR SHALL INSTALL NEW VEEDER—ROOT TLS -350
<br />CONSTRUCTION PHASES AS REQUIRED:
<br />TANK MONITOR UNIT AND ASSOCIATED POWER AND SENSOR
<br />CONNECTIONS. VERIFY UNIT LOCATION WITH ARCO FIELD
<br />ENGINEER.
<br />1. PRIMARY PIPING HYDROSTATICALLY OR
<br />PNEUMATICALLY TESTED FOR 30 MINUTES.
<br />13
<br />INSTALL FOUR (4) 4" DUAL POINT FILLS. SEE DRAWINGS
<br />2. INSPECTION OF ALL SECONDARY CONTAINMENT,
<br />TK2-1A & TK2-1B. NOTE: THE 20,000 GALLON 87 OCTANE
<br />INCLUDING TESTING, IN ACCORDANCE WITH
<br />TANK SHALL HAVE DUAL FILL PORTS.
<br />MANUFACTURER'S GUIDELINES.
<br />14
<br />INSTALL FOUR (4) 3" DUAL POINT STAGE I VAPOR
<br />RECOVERY FITTINGS. SEE DRAWINGS TK2-1A & TK2-1B.
<br />3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE
<br />NOTE: THE 20,000 GALLON 87 OCTANE TANK SHALL HAVE
<br />LEAK DETECTION SYSTEM.
<br />DUAL STAGE I FITTINGS INSTALLED.
<br />ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT
<br />15
<br />INSTALL ONE (1) 2 H.P. VARIABLE SPEED TURBINE IN THE
<br />SUMPS SHALL BE HYDROSTATICALLY TESTED WITH
<br />20,000 GALLON 87 OCTANE UNLEADED TANK AND ONE (1)
<br />STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE
<br />2 H.P. TURBINE IN THE 92 OCTANE TANK.
<br />THAT THAT THE SUMPS ARE WATERTIGHT. THE ARCO FIELD
<br />ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK
<br />16
<br />INSTALL THREE (3) 3/4" CONDUITS FOR SUBMERSIBLE PUMP
<br />INSTALLATION TEST CHECKLIST BEFORE CONTRACTOR WILL
<br />POWER (ONE AT EACH TURBINE SUMP).
<br />BE PAID.
<br />TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM
<br />17
<br />INSTALL TWO (2) ANNULAR SPACE MINITOR PROBES. SEE
<br />INTEGRITY TESTS FORWARDED AND APPROVED BY
<br />DRAWINGS TK2-1A & TK2-16. SEE DETAIL 2, DRAWING
<br />GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED
<br />TK4-2.
<br />IN OPERATION.
<br />18
<br />INSTALL BALL FLOAT VALVE/EXTRACTOR ASSEMBLY FOR
<br />AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE
<br />VENT AND STAGE II VAPOR RECOVERY. SEE DRAWINGS
<br />SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR
<br />TK2-1 A & TK2-1 B. SEE DETAIL 5, DRAWING TK3-1.
<br />TO TANK OPERATIONS.
<br />19
<br />SEE DRAWING TK4-2 FOR MONITORING CONDUIT DETAIL AND
<br />EVIDENCE OF FINANCIAL RESPONSIBILTY SHALL BE
<br />SENSOR AND PROBE MOUNTING DETAILS.
<br />SUBMITTED TO GOVERNING AGENCY.
<br />�0
<br />TANK LEVEL GAUGE RISER LOCATION. SEE DETAILS 3 & 5,
<br />ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE
<br />DRAWING TK4-2, FOR INSTALLATION REQUIREMENTS.
<br />INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED
<br />21
<br />INSTALL TWO (2) INSPECTION/MONITORING WELLS AS SHOWN.
<br />CODES, LOCAL CODES AND GOVERNING AUTHORITIES.
<br />SEE DRAWINGS TK2-1A & TK2-1B.
<br />THE UNDERGROUND STORAGE TANK SYSTEM SHALL EE
<br />COMPATIBLE WITH THE PRODUCT STORED.
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<br />master release date
<br />proj. exe. drawn by
<br />01/28/98 00/TAIT
<br />project / facility
<br />0434
<br />sheet / file
<br />TK1-1
<br />of
<br />
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