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PLOTTED: 3/24/2020 03:12 PM JOHN KRAMER
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<br />EXISTING CONTOUR
<br />CHAIN LINK FENCE
<br />SILT FENCE
<br />TURBIDITY BARRIER
<br />LIMITS OF CONSTRUCTION
<br />WATER MAIN
<br />GRADE BREAK
<br />EXISTING WATER MAIN
<br />FULL DEPTH ASPHALT PAVEMENT CONSTRUCTION
<br />REMOVE AND RESTORE ASPHALT PAVEMENT
<br />CONCRETE
<br />TYPE B STABILIZATION (SECTION)
<br />LIMEROCK (SECTION)
<br />COMPACTED SOIL
<br />[��T12
<br />GEOGRID
<br />FDOT #57 STONE
<br />DBI W/ STORM PIPE
<br />MES W/ STORM PIPE
<br />FLOW ARROW
<br />FINISHED GRADE SPOT ELEVATION
<br />PROPOSED SIGN
<br />FLAG POLE
<br />SOIL BORING
<br />DRAWING DESIGNATION
<br />UTILITY CONFLICT
<br />BENCHMARK
<br />FIRE HYDRANT ASSEMBLY
<br />DEmn AHOLMES
<br />mvm JKRAMER
<br />SURVEY LEGENDS
<br />SYMBOL
<br />LEGEND
<br />LEGEND
<br />A/C
<br />AIR CONDITIONER
<br />- -
<br />BACK FLOW PREVENTION DEVICE
<br />©
<br />LIFT sTATIDN
<br />ADA
<br />AMERICANS WITHDISABILITIES ACT
<br />©
<br />BoL ARO
<br />UGHi POE
<br />BFPD
<br />DETECTIBLE
<br />BACK FLOW PREVENTION DEVICE
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<br />CABLE TV BOX
<br />M SCEL ANEOUS TREE
<br />(C)
<br />CALCULATED
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<br />aF�wour
<br />MONTroRINc WELL
<br />CBW
<br />CCR
<br />CONCRETE BLOCK WALL
<br />CERTIFIED CORNER RECORD
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<br />COmwYE LCHT POLE
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<br />NAB AND olsac (sco
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<br />CLF
<br />CENTERLINE
<br />CHAIN LINK FENCE
<br />■
<br />CONCRETE MONUMENT (FOUND)
<br />0
<br />Ow TREE
<br />CMP
<br />CORRUGATED METAL PIPE
<br />❑
<br />CONCRETE MONUMENT (SET)
<br />PALM TREE
<br />CONC.
<br />C/T
<br />CONCRETE
<br />CURB TIE
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<br />CR(M WALK POLE
<br />PINE TREE
<br />CRW
<br />CONCRETE RETAINING WALL
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<br />NALL & DISK (
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<br />EOD
<br />DEED BOOK
<br />EDGE OF DIRT ROAD
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<br />ELECTRIC Box
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<br />PK NAIL do DISK (FOUND)
<br />EP
<br />ELEV.
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<br />FCIR
<br />FCM
<br />EDGE OF PAVEMENT
<br />ELEVATION
<br />FIELD
<br />FOUND CAPPED IRON ROD
<br />FOUND CONCRETE MONUMENT
<br />POg
<br />POC
<br />POINT OF BEGINNING
<br />POINT OF COMMENCEMENT
<br />❑E
<br />ELECTRIC METER
<br />POWER & LIGHT POLE
<br />IN
<br />ELECTwc TRANSFORMER
<br />POWEZ/UTUTY WOOD POLE
<br />.OPP
<br />ELEVATION
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<br />RAILROAD SAFETY ARM
<br />FFE
<br />FINISHED FLOOR ELEVATION
<br />PRM
<br />PERMANENT REFERENCE MONUMENT
<br />BACK
<br />x%-
<br />ELEVATION
<br />LM�E�
<br />©
<br />RECLAIMED WATER METER
<br />FIP
<br />FIR
<br />FOUND IRON PIPE
<br />FOUND IRON ROD
<br />PSM
<br />PROFESSIONAL SURVEYOR &
<br />MAPPER
<br />ETA
<br />RECLAIMED WAS VALVE
<br />FM&D
<br />FN&D
<br />FPC
<br />FOUND MAG NAIL AND DISK
<br />FOUND NAIL AND DISK
<br />FLORIDA POWER CORPORATION (NOW
<br />PVC
<br />PVCF
<br />P/T
<br />POLY VINYL CHLORIDE PIPE
<br />POLY VINYL CHLORIDE FENCE
<br />PAVEMENT TIE
<br />FIRE HYDRANT
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<br />RED MAPLE
<br />09
<br />GAS Ir
<br />MANHOLE
<br />KNOWN AS DUKE ENERGY)
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />©
<br />GAS METER
<br />®
<br />SAWARY SEWER CLEANOUT
<br />F/T
<br />GI
<br />FENCE TIE
<br />GRATE INLET
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<br />R/W
<br />RANGE
<br />RIGHT—OF—WAY
<br />GAS VALVE
<br />SKM
<br />ID.
<br />INV.
<br />IDENTIFICATION
<br />INVERT
<br />SEC.
<br />SAN.
<br />SECTION
<br />SANITARY
<br />In
<br />GRATE INLET
<br />0
<br />STD SEINER MANHOLE
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<br />LEGAL DESCRIPTION
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<br />SET CAPPED IRON ROD
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<br />LICENSED BUSINESS
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<br />SET MAG NAIL AND DISK
<br />PARKMIc SPACE
<br />TEMPORARY BENCHMARK
<br />HANDICAP
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<br />NAVD88
<br />MANHOLE
<br />NORTH AMERICAN VERTICAL DATUM
<br />SN&D
<br />SR
<br />SET NAIL AND DISK
<br />STATE ROAD
<br />0
<br />IRON PIPE (FOUND)
<br />®
<br />TRAFFIC SIGNAL JUNCTION BOX
<br />NGS
<br />NO.
<br />OH
<br />OR
<br />1988
<br />NATIONAL GEODETIC SURVEY
<br />NUMBER
<br />OVERHEAD WIRES
<br />OFFICIAL RECORD BOOK
<br />SW/T
<br />TBM
<br />TOB
<br />TYOP
<br />SIDEWALK TIE
<br />TEMPORARY BENCHMARK
<br />TOP OF BANK
<br />TOE
<br />IRON Rao (FOUND)
<br />®
<br />WATER METER
<br />0
<br />am Roo (SET)
<br />D�4
<br />WATER VALVE
<br />8
<br />IRRIGATION CONTROL VALVE
<br />X
<br />x-CUT
<br />(FOUND)
<br />PB
<br />PG
<br />PLAT BOOK
<br />PAGE/PAGES
<br />TWP.
<br />TYPICALSLOPE
<br />SHIP
<br />TOWNTOWNVITRI
<br />IRWATION WATER VALVE
<br />YD 0
<br />YARD DRAIN
<br />PLS
<br />PROFESSIONLAND SURVEYOR
<br />AL
<br />VCP
<br />WF
<br />LED CLAY PIPE
<br />WOOD FENCE
<br />SURVEYOR'S REPORT:
<br />1. COORDINATES AND BEARINGS FOR THIS SURVEY ARE BASED UPON NORTH
<br />AMERICAN DATUM 83/1990 ADJUSTMENT (NAD83/90) FLORIDA WEST ZONE. THE
<br />HORIZONTAL CONTROL STATIONS UTILIZED FOR THIS SURVEY ARE AS FOLLOWS:
<br />1) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "X40 165", PID
<br />AL8144, NORTHING 1,409,1 13.01, EASTING 606,858.95
<br />2) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION " 1492 GPS 3",
<br />PID AL7940, NORTHING 1,424,285.81, EASTING 604,812.52
<br />3) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "T40 167". PID
<br />AL8108, NORTHING 1,425,629.64, EASTING 606,606.61
<br />4) NATIONAL GEODETIC SURVEY (NGS) DATA SHEET DESIGNATION "P40 169", PID
<br />AL8080, NORTHING 1,442,776.44, EASTING 606,633.30
<br />2. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE
<br />STANDARDS OF PRACTICE (5J-17.051 FAC), IS "COMMERCIAL/HIGH RISK". THE
<br />MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN
<br />10,000 FEET. THIS SURVEY EXCEEDS THIS STANDARD.
<br />3. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
<br />SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
<br />AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER
<br />THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED.
<br />4. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF
<br />ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR
<br />FOUNDATIONS. UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE
<br />BASED UPON VISIBLE SURFACE EVIDENCE. INVERT, PIPE SIZE & TYPE AND
<br />DIRECTION WAS OBTAINED WHERE ACCESSIBLE.
<br />5. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED,
<br />WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND
<br />WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO
<br />GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM
<br />CERTIFIED.
<br />6. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER
<br />BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED.
<br />7. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY
<br />JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS.
<br />8. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE
<br />AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S
<br />BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES
<br />NEITHER A GUARANTEE NOR A WARRANTY.
<br />9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS
<br />SHOWN WERE FURNISHED TO DEUEL & ASSOCIATES AND ARE PRESUMED TO BE
<br />CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC.,
<br />WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND
<br />THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC
<br />RECORDS OF THIS COUNTY.
<br />n mn
<br />oe u
<br />CERTIFICATE OF AUTHORIZATION #1841
<br />730 NE WALDO ROAD, GAINFSVILLE, FLORIDA 32641 / (352) 377- 5821
<br />324 S HYDE PARK AVE, SUITE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703
<br />10. THIS SURVEY
<br />WAS PREPARED WITHOUT
<br />THE BENEFIT OF AN ABSTRACT
<br />OF TITLE
<br />AND MAY BE
<br />SUBJECT TO EASEMENTS,
<br />RESTRICTIONS, RIGHTS -OF -WAY AND OTHER
<br />MATTERS OF
<br />RECORD.
<br />11. ELEVATIONS ARE BASED
<br />ON THE FOLLOWING VERTICAL BENCHMARKS ALL USING
<br />NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) (INFORMATION TAKEN
<br />FROM
<br />NGS DATA SHEETS)
<br />1) NATIONAL
<br />GEODETIC
<br />SURVEY (NGS)
<br />DATA SHEET DESIGNATION "V 682",
<br />PID
<br />DK5510,
<br />HAVING AN
<br />ELEVATION OF
<br />82.93' (NGVD 29)
<br />2) NATIONAL
<br />GEODETIC
<br />SURVEY (NGS)
<br />DATA SHEET DESIGNATION "W 682"
<br />PID
<br />DK551 1,
<br />HAVING AN
<br />ELEVATION OF
<br />85.79' (NGVD 29)
<br />3) NATIONAL
<br />GEODETIC
<br />SURVEY (NGS)
<br />DATA SHEET DESIGNATION "X 682"
<br />PID
<br />DK5512,
<br />HAVING AN
<br />ELEVATION OF
<br />84.99' (NGVD 29)
<br />4) NATIONAL
<br />GEODETIC
<br />SURVEY (NGS)
<br />DATA SHEET DESIGNATION "Y 682"
<br />PID
<br />DK5513,
<br />HAVING AN
<br />ELEVATION OF
<br />78.56' (NGVD 29)
<br />5) NATIONAL
<br />GEODETIC
<br />SURVEY (NGS)
<br />DATA SHEET DESIGNATION "Z 682"
<br />PID
<br />DK5514,
<br />HAVING AN
<br />ELEVATION OF
<br />84.07' (NGVD 29)
<br />6) NATIONAL
<br />GEODETIC
<br />SURVEY (NGS)
<br />DATA SHEET DESIGNATION "A 683"
<br />PID
<br />DK5515,
<br />HAVING AN
<br />ELEVATION OF
<br />108.28' (NGVD 29)
<br />7) NATIONAL
<br />GEODETIC
<br />SURVEY (NGS)
<br />DATA SHEET DESIGNATION "B 683"
<br />PID
<br />DK5516,
<br />HAVING AN
<br />ELEVATION OF
<br />99.39' (NGVD 29)
<br />13. TREES 6" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME
<br />AND APPROXIMATE DIAMETER AT BREAST HIGH. SMALLER TREES, NON -PROTECTED
<br />SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF
<br />ANY) HAVE NOT BEEN LOCATED. TREES BY NATURE ARE IRREGULAR IN SIZE AND
<br />SHAPE. EVERY EFFORT IS MADE TO ACCURATELY LOCATE TREES. THE TREE
<br />LOCATION IS THE CENTER OF THE TREE. THIS LOCATION MAY BE DIFFERENT IF
<br />LOCATED FROM A DIFFERENT DIRECTION. ALL TREE LOCATIONS SHOULD BE FIELD
<br />CHECKED IF CRITICAL TO DESIGN.
<br />14. THIS SURVEY IS BASED ON U.S. SURVEY FEET
<br />15. THE LIMITS FOR THIS RECORD SURVEY WERE SPECIFIED BY THE CLIENT.
<br />16. THIS SURVEY CONSISTS OF SIX (6) SHEETS. EACH SHEET IS INTENDED TO BE
<br />USED IN CONJUNCTION WITH THE OTHERS AND IS NOT COMPLETE WITHOUT ALL
<br />SIX (6) SHEETS.
<br />17. FIELD DATE: 8/14/2018.
<br />18. THE PURPOSE OF THIS RECORD SURVEY IS TO SHOW SPECIFIC CONSTRUCTED
<br />IMPROVEMENTS AS INSTRUCTED BY THE CLIENT.
<br />19. 01 ADDITIONAL TOPOGRAPHY AND MAPPING WITHIN CLOUDED AREA. FIELD DATE
<br />2/7/2019.
<br />WASTEWATER TREATMENT FACILITY
<br />ADVANCED WATER TREATMENT UPGRADE
<br />CITY OF ZEPHYRHILLS, FLORIDA
<br />CIVIL NOTES
<br />1. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT
<br />WWW. DOT.STATE.FLUS/RDDESIGN/DESIGNSTANDARDS/STANDARDS.SHTM
<br />2. EXISTING DRAINAGE STRUCTURES AND CULVERTS WITHIN CONSTRUCTION LIMITS SHALL REMAIN
<br />UNLESS OTHERWISE NOTED.
<br />3. CONTRACTOR SHALL CLEAR AND GRUB CONSTRUCTION AREAS BEFORE FILL IS PLACED. ALL
<br />AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND TOPSOIL PRIOR TO
<br />PLACING CLEAN FILL
<br />4. CONTRACTOR SHALL REMOVE AND REPLACE ALL NEW CONCRETE DAMAGED BY VANDALISM OR
<br />ANY OTHER CAUSE PRIOR TO ACCEPTANCE OF THE WORK.
<br />5. EXISTING FEATURES ARE SHOWN LIGHT —LINED AND/OR SCREENED AND PROPOSED FEATURES
<br />ARE SHOWN HEAVY —LINED.
<br />6. ALL DITCH BOTTOM INLETS SHALL BE CONCRETE WITH STEEL GRATES IN ACCORDANCE WITH FDOT
<br />STD INDICES 232 AND 233.
<br />MAINTENANCE OF TRAFFIC
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND
<br />VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT.
<br />CIVIL NOTES, ABBREVIATIONS
<br />AND LEGENDS
<br />ABBREVIATIONS
<br />AD
<br />ALGEBRAIC DIFFERENCE
<br />BVCE
<br />BEGIN VERTICAL CURVE ELEVATION
<br />BVCS
<br />BEGIN VERTICAL CURVE STATION
<br />DB
<br />DITCH BLOCK
<br />DBI
<br />DITCH BOTTOM INLET
<br />E:
<br />EASTING
<br />E
<br />EAST
<br />ERCP
<br />ELLIPTICAL REINFORCED CONCRETE PIPE
<br />EVCE
<br />END VERTICAL CURVE ELEVATION
<br />EVCS
<br />END VERTICAL CURVE STATION
<br />HP
<br />HIGH POINT
<br />K
<br />K VALUE
<br />L
<br />LENGTH, LEFT
<br />LP
<br />LOW POINT
<br />LBR
<br />LIMEROCK BEARING RATIO
<br />MES
<br />MITERED END SECTION
<br />MH
<br />MANHOLE
<br />N:
<br />NORTHING
<br />N
<br />NORTH
<br />NC
<br />NORMAL CROWN
<br />PC
<br />POINT OF CURVATURE
<br />PI
<br />POINT OF INTERSEC1ON
<br />PRC
<br />POINT OF REVERSE CURVE
<br />PS
<br />PUMPING STATION
<br />PT
<br />POINT OF TANGENCY
<br />PVI
<br />POINT OF VERTICAL INTERSECTION
<br />RC
<br />REVERSE CROWN
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />RIBS
<br />RAPID INFILTRATION BASINS
<br />S
<br />SOUTH
<br />SI
<br />STANDARD INDEX
<br />STA
<br />STATION
<br />SY
<br />SQUARE YARDS
<br />Tan
<br />TANGENT
<br />VC
<br />VERTICAL CURVE
<br />W
<br />WEST
<br />DOUGLAS R. YOUNG
<br />P.E. 44204
<br />F
<br />E
<br />C
<br />PROJECT W. DATE: A
<br />26110-025-01 MARCH 2O20
<br />INDEX NO: DWG NO:
<br />Cl
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