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<br />REFERENCED DATA
<br />1. TOPOGRAPHIC SURVEY WAS PERFORMED BY AND OBTAINED FROM SURVTECH SOLUTIONS, TAMPA FLORIDA
<br />(813) 621-4929, DATED OCTOBER 23,2023.
<br />2. EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS IS A COMBINATION OF SURFACE -ONLY SURVEY DATA,
<br />FIELD OBSERVATION, AND LEGACY RECORD DRAWINGS. UTILITY LOCATES HAVE NOT BEEN PERFORMED (TO
<br />DATE) FOR THIS PROJECT.
<br />3. VERTICAL DATUM IS NAVD 19138, U.S. SURVEY FEET. BENCHMARK UTILIZED WAS NGS CONTROL STATION "C-663-
<br />WITH ELEVATION OF 131.57 FEET. HORIZONTAL DATUM IS BASED ON STATE PLANE NAD 1983 FLORIDA WEST, 2011
<br />ADJUSTMENT U.S. SURVEY FEET. SAID DATUM WAS ESTABLISHED BY UTILIZING THE FLORIDA PERMANENT
<br />REFERENCE NETWORK (FPRN).
<br />4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE
<br />ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS
<br />SHOWN REPRESENT INTERPOLATIONSIEXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA ALL RISK
<br />RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE
<br />CONTRACTOR.
<br />5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY ECS FLORIDA, LLC, REFER TO REPORT
<br />DATED JUNE 15,2022.
<br />6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IN THE FIELD LIMITS OF CONSTRUCTION,
<br />BENCHMARKS (ELEV.), COORDINATES, CENTER LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS
<br />PROJECT,
<br />GENERAL
<br />I . ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH BY THE FDEP,
<br />AWWA, NSF, AND CITY OF ZEPHYRHILLS.
<br />2. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE
<br />DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS
<br />INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE
<br />ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION.
<br />3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY
<br />WORK IN THE AFFECTED AREA
<br />4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION
<br />REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR
<br />SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO
<br />AGENCY INSTRUCTIONS.
<br />5. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS
<br />GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
<br />CONSTRUCTION LAYOUPLIMITS OF CONSTRUCTION
<br />1 THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE
<br />OF FLORIDA FOR LAYOUT. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING
<br />LAYOUT.
<br />2. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION
<br />SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS.
<br />EXISTING CONDITIONS
<br />1 LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE
<br />SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS.
<br />CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
<br />STRUCTURES, AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
<br />2. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE
<br />CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION,
<br />OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE
<br />MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS.
<br />3. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN
<br />THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD
<br />ANY SUCH CONFLICTS ON THE RECORD DRAWINGS.
<br />4. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED
<br />UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE
<br />BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND
<br />REPLACEIRESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF
<br />PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR
<br />ALL COSTS ASSOCIATED WITH THE EFFORT.
<br />5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW
<br />GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS
<br />CONTRACT.
<br />UTILITY COORDINATION
<br />1 . THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO
<br />CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDN'AT LEAST 48 HOURS
<br />PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS
<br />1-800432-4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN
<br />WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS.
<br />2. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS,
<br />RIGH-r-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND
<br />GAS PIPELINES.
<br />3. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO
<br />PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED)
<br />THAT MAY BE IMPACTED BY HIS WORK.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWERrrELEPHONE COMPANIES AND ARRANGING
<br />TO HAVE UTILITIES POLES HELD ANDIOR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR
<br />CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER.
<br />5. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK
<br />WITHIN THEIR JURISDICTION.
<br />6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY
<br />STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT.
<br />7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
<br />RESTORATION
<br />1. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC.
<br />DISTURBED BY CONSTRUCT10N ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR
<br />TO THE SATISFACTION OF THE OWNER.
<br />2. ALL EXISTING SIGNS AND MAILBOXES LOCATED WITHIN THE PROJECT SHALL BE REMOVED AND REINSTALLED OR
<br />REPLACED AS REQUIRED DURING CONSTRUCTION AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE
<br />CONTRACTOR TO THE SATISFACTION OF THE OWNER.
<br />3. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 4% A MINIMUM OF 4" THICK,
<br />3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH 1AX1 4 W.W.M.
<br />ACCESSMAI NTE NANCE OF FACILITIES
<br />1. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN
<br />UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD.
<br />MAINTENANCE OF TRAFFIC
<br />1 THE CONTRACTOR SHALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND
<br />TRAFFIC DESIGN STANDARDS" FOR FDOT DESIGN INDEXES AND 2014 "FLORIDA DEPARTMENT OF
<br />TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS SUPPLEMENTS TO
<br />THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS.
<br />2. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT
<br />WWW.DOT.STATE.FL.USIRDDESIGN/DS114/S`TDS.SHTM.
<br />3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC
<br />AT ALL TIMES DURING THE DURATION OF THE PROJECT.
<br />4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 600 SERIES AND THE
<br />TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY
<br />TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED
<br />AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC LANES MUST BE WIDE OPEN FOR TRAFFIC AT THE CLOSE OF
<br />WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST.
<br />5. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
<br />STANDARDS, AND SHALL BE PAINTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 710.
<br />6. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES; REFERENCE FDOT INDEXES
<br />600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION.
<br />PROJECT SPECIFIC
<br />1. REFER TO PROJECT SPECIFICATIONS.
<br />0
<br />ISSUED FOR PERMIT
<br />09/19/24
<br />TJS
<br />NHL
<br />JPRH
<br />ACS
<br />AJE
<br />REV
<br />REVISION DESCRIPTION
<br />DATE
<br />I DRWN
<br />DSGNICHKDI
<br />QC
<br />JAPPD
<br />REF. DWG. NO
<br />REFERENCE DRAWING TITLE
<br />SURVEYOR'S NOTES
<br />1.) Paper copies of this survey are not valid without the original signature and raised
<br />seal of a Florida Licensed Surveyor and Mapper. Digital copies are not valid without
<br />the digital signature of a Florida Licensed Surveyor and Mapper.
<br />2.) The horizontal datum utilized for this project is NAD 1983 Florida West Zone, 2011
<br />Adjustment, U.S. Survey Feet. Said datum was established by utilizing the Florida
<br />Permanent Reference Network (FPRN).
<br />3.) The vertical datum utilized for this project is INAVID 1988, U.S. Survey Feet. The
<br />benchmark utilized was National Geodetic Survey (NGS) Benchmark "C 663" with an
<br />elevation of 81.57 feet.
<br />4.) All utilities depicted hereon are from visible evidence only. Surveyor did not contact
<br />subsurface utility locator service.
<br />5.) No underground foundations or footers were excavated or located for this survey.
<br />6.) Surveyor makes no guarantees as to the species of trees or to the health of each
<br />tree depicted hereon, if this information is necessary a certified arborist should be
<br />contacted.
<br />7.) The trees shown hereon were located utilizing methods adequate for their accurate
<br />location and identification. However, this company and the signing surveyor reserves
<br />the right to verify the location of all trees critical to the design of buildings,
<br />parking and other permanent features. It is the responsibility of the design
<br />professional to inform this company and/or the signing surveyor of any trees
<br />critical to their design so that those trees can be verified prior to the completion
<br />of the design.
<br />8.) THIS IS NOT A BOUNDARY SURVEY.
<br />BENCHMARK INFORMATION: NAVD 1988
<br />TBM # 1 CP70
<br />Elevation = 82.01'
<br />Set nail & disk labeled "SurvTech Tray. Pt" in concrete pavement; ±0.5 feet East of the
<br />edge of pavement; ±13 feet Southwest of the edge of concrete; ±18 feet South of sign.
<br />TBM #2 CP71
<br />Elevation = 80.48'
<br />Set nail & disk labeled "SurvTech Trov. Pt" in asphalt pavement; ±7 feet East of the
<br />back of curb; ±7 feet Northeast of a chain link fence.
<br />SURVEYLEGEND
<br />PSM
<br />Professional Surveyor and Mapper
<br />Utility Pole
<br />Id.
<br />Identification
<br />le
<br />C-
<br />Guy Wire
<br />LB
<br />Licensed Business
<br />[E]
<br />Electric Pull Box
<br />OR
<br />Official Records
<br />M
<br />Telephone Pull Box
<br />0
<br />Found Concrete Monument
<br />Fire Hydrant
<br />0
<br />Found Iron Pipe or Rod
<br />Water Meter
<br />40
<br />Found Nail & Disk
<br />Water Valve
<br />Temporary Benchmark
<br />W
<br />Water Line Marker
<br />TBM
<br />Temporary Benchmark
<br />Palm
<br />Back of Curb Elevation
<br />0
<br />Oak
<br />X92
<br />Edge of Pavement Elevation
<br />0
<br />Unknown Tree
<br />+*
<br />Spot Elevation
<br />0
<br />Round Post
<br />x
<br />,�#
<br />Spot Elevation on Hard Surface
<br />Sign
<br />X
<br />X- � x
<br />Fence
<br />0
<br />Miscellaneous Feature
<br />Overhead Utility Lines
<br />Gate
<br />DEMOLITION LEGEND
<br />DEMOLISH AND REMOVE CHAIN LINK FENCE
<br />DEMOLISH AND REMOVE CURB
<br />X REMOVE AND RELOCATE SIGN
<br />Digitally signed by John PR
<br />Holland ll
<br />ON: C-US,
<br />ri-John.thollandOnwick.com,
<br />O-Mentick & Co., CN-John PR
<br />John PR Holland 11 Holland 11
<br />Reason; I agree to the terms
<br />defined by the placernertl of my
<br />s"ture on this document
<br />Date: 2024.09. 9
<br />14:44:59-06'00�
<br />ss%�1111.1
<br />V
<br />0'.
<br />01'
<br />67114
<br />STAT*E OF - 1 14
<br />09/24/2024
<br />10NAL
<br />ABBREVIATIONS
<br />ABC
<br />AGGREGATE BASE COURSE
<br />ACP
<br />ASPHALTIC CONCRETE PAVEMENT
<br />AD
<br />ALGEBRAIC DIFFERENCE
<br />&
<br />AND
<br />APPROX
<br />APPROXIMATE
<br />ARV
<br />AIR RELIEF VALVE
<br />@
<br />AT
<br />ASCE
<br />AMERICAN SOCIETY OF CIVIL ENGINEERS
<br />AVB
<br />ACTIVE VEHICLE BARRIER
<br />BVCE
<br />BEGIN VERTICAL CURVE ELEVATION
<br />BVCS
<br />BEGIN VERTICAL CURVE STATION
<br />cc
<br />CENTER OF CURVATURE
<br />CL
<br />CENTERLINE
<br />CMP
<br />CORRUGATED METAL PIPE
<br />Comm
<br />COMMUNICATIONS
<br />CONC
<br />CONCRETE
<br />CONT
<br />CONTINUED/CONTINUOUS
<br />COR
<br />CORNER
<br />CP
<br />CONTROL POINT
<br />0
<br />DEGREES
<br />DESC
<br />DESCRIPTION
<br />O/DIA
<br />DIAMETER
<br />DWG
<br />DRAWING
<br />DCM
<br />DRAINAGE CRITERIA MANUAL
<br />EA
<br />EACH
<br />E
<br />EAST
<br />E:
<br />EASTING
<br />ELEC
<br />ELECTRIC
<br />EUELEV
<br />ELEVATION
<br />EOC
<br />EDGE OF CONCRETE
<br />EOP
<br />EDGE OF PAVEMENT
<br />EQ
<br />EQUAL
<br />EVCE
<br />END VERTICAL CURVE ELEVATION
<br />EVCS
<br />END VERTICAL CURVE STATION
<br />EX/EXIST
<br />EXISTING
<br />FES
<br />FLARED END SECTION
<br />FH
<br />FIRE HYDRANT
<br />FO
<br />FIBER OPTIC
<br />FL
<br />FLOW LINE
<br />FDN
<br />FOUNDATION
<br />FT
<br />FEET
<br />GA
<br />GAUGE
<br />G.B.
<br />GRADE BREAK
<br />GI
<br />GRATEINLET
<br />GPP
<br />GREEN PROCUREMENT PROGRAM
<br />GRND
<br />GROUND
<br />H
<br />HAND HOLE
<br />HCL
<br />HORIZONTAL CONTROL LINE
<br />HORIZ
<br />HORIZONTAL
<br />H.P.
<br />HIGH POINT
<br />IBC
<br />INTERNATIONAL BUILDING CODE
<br />INV
<br />INVERT
<br />LF
<br />LINEAR FEET
<br />LP
<br />LIGHT POLE/LOW POINT
<br />M.E.
<br />MATCH EXISTING
<br />MH
<br />MANHOLE
<br />MAX
<br />MAXIMUM
<br />M.P.H.
<br />MILES PER HOUR
<br />MIN
<br />MINIMUM
<br />NEPA
<br />NATIONAL ENVIRONMENTAL POLICY ACT
<br />NPDES
<br />NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
<br />N
<br />NORTH
<br />NE
<br />NORTHEAST
<br />N.I.C.
<br />NOT IN CONTRACT
<br />N:
<br />NORTHING
<br />NW
<br />NORTHWEST
<br />NO
<br />NUMBER
<br />OC
<br />ON CENTER
<br />Oz
<br />OUNCE
<br />OHE
<br />OVERHEAD ELECTRIC LINE
<br />PERF
<br />PERFORATED
<br />PC
<br />POINT OF CURVE
<br />PT
<br />POINT OF TANGENCY
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />POT
<br />POTABLE
<br />PVB
<br />PASSIVE VEHICLE BARRIER
<br />PVI
<br />POINT OF VERTICAL INTERSECTION
<br />PRC
<br />POINT OF REVERSE CURVATURE
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />RPR
<br />REPAIR
<br />SAN
<br />SANITARY
<br />SS
<br />SANITARY SEWER LINE
<br />SHT
<br />SHEET
<br />Sim
<br />SIMILAR
<br />SF
<br />SQUARE FEET
<br />S
<br />SOUTH
<br />SE
<br />SOUTHEAST
<br />SW
<br />SOUTHWEST
<br />STD
<br />STANDARD
<br />STL
<br />STEEL
<br />SD
<br />STORM DRAIN LINE
<br />SUST
<br />SUSTAIN
<br />TEL
<br />TELEPHONE
<br />TRANS
<br />TRANSFORMER
<br />T.O.C.
<br />TOP OF CONCRETE
<br />TYP
<br />TYPICAL
<br />UGE
<br />UNDERGROUND ELECTRIC LINE
<br />VERT
<br />VERTICAL
<br />VCP
<br />VITRIFIED CLAY PIPE
<br />W
<br />WEST
<br />WM
<br />WATER METER
<br />XS
<br />EXTRA STRENGTH
<br />* THE LIST OF ABBREVIATIONS AND THE LEGENDS MAY
<br />CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN THE
<br />DRAWINGS AND DO NOT OCCUR IN THE PROJECT.
<br />000
<br />o90 MERRICK*
<br />000
<br />B L U E T R I T 0 N
<br />MERRICK PROJECT NO.: 3021600491
<br />CLIENT PROJECT NO.:
<br />. SCALE: N/1AJ
<br />TITLE:
<br />BLUE TRITON ZEPHYRHILLS
<br />CIVIL
<br />GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
<br />REVISION: DRAWNG NO.: SHEET NO.:
<br />0 6004-CN-02-001 1 OF 1
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<br />2
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<br />A I B
<br />C I D I E I F I G I H
<br />I I J
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