Attachment_C_-_Survey.pdf

PDF 4 MB Posted

Attached to
Demolition & Installation of 2 Floating Docks and Decks at LeRoy Wright Park
Solicitation number
B-6-25-53
Issued by
Brevard County, Florida

About this file

The document is a detailed survey map prepared by W.A. Morgan & Associates for the LeRoy Wright Recreation Area, located in Brevard County, Florida. The survey provides a comprehensive site plan for Parcel ID 24-34-25-00-1 in Section 25, Township 24 South, Range 34 East, with a scale of 1" = 20' for the survey map and 1" = 100' for the parcel detail. The map includes a vicinity map showing the property's location near the St. Johns River, a graphic scale, and a surveyor's legend detailing various topographical and environmental features of the site.

The survey map includes precise geographical measurements, boundary lines, and spatial relationships of the recreation area, with notations about the surrounding landscape. It shows the property's orientation, elevation changes, and proximity to State Road No. 520 and the St. Johns River marsh. The document is professionally drafted with detailed annotations, providing a comprehensive technical representation of the LeRoy Wright Recreation Area's physical characteristics and spatial configuration, which would be valuable for future development, engineering, or construction planning purposes.

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Text version

STATE ROAD NO. 520

LEROY WRIGHT RECREATION AREA

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PARCEL ID: 24-34-25-00-1, SECTION 25, TOWNSHIP 24 SOUTH, RANGE 34 EAST, BREVARD COUNTY, FL

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PARCEL

DETAIL:

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SURVEYOR'S NOTES

SURVEYOR'S LEGENDVICINITY MAP

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PROPERTY

SCALE: 1" = 1250'

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ST. JOHNS RIVER

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PROJECT

LOCATION

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200' R/W PER FDOT R/W MAP SECTION NO. 70100

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FDOT DRAINAGE ESMT. ORB 4248, PG. 1043

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FDOT PARCEL ID:24-34-25-00-6 ORB 3454, PG. 4769

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NORTH R/W

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SOUTH R/W

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PARCEL 800 P.R.E., ORB 4671, PG. 11871187

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AKA WEST KING ST

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EAST LINE SECTION 25

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WEST LINE SECTION 30

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RANGE 34 EAST

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RANGE 35 EAST

AutoCAD SHX Text N00°01'54"E 785.10' (M)

AutoCAD SHX Text N00°02'14"E 785.43' (R)

AutoCAD SHX Text S09°37'48"W 3062.01' (M)

AutoCAD SHX Text N00°01'50"E 786.68' (M)

AutoCAD SHX Text N00°02'24"E 786.36' (R)

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ALLEN LB6723

AutoCAD SHX Text NE COR SOUTH HALF OF SECTION 25 THIS POINT RECOVERED IN FIELD BY BOAT, AND IS UNDER WATER; PER FDOT R/W MAP SECTION NO. 70100-2503, THIS IS A 1" IRON PIPE, WITH PLASTIC CAP, MARKED: "PEC LB3556"; HOWEVER, THE SURVEYOR WAS NOT ABLE TO VERIFY IDENTIFICATION IN THE FIELD.

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TOP OF WATER ELEVATION = 12.02' (NAVD88), ON 1/18/2024, AT 12:55 PM

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CONCRETE LIGHT POLE

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MONOFILAMENT RECYCLING STATION

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INFORMATIONAL SIGN

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PARK SIGN

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EDGE OF PAVEMENT

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CONCRETE WHEEL STOP, TYP.

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HANDICAP SIGN

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WOOD BOARDWALK

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4' WOOD HANDRAIL

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4' WOOD HANDRAIL

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2' WOOD POST & RAIL FENCE

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TOE OF SLOPE

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TOP OF BANK

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EDGE OF PAVEMENT

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TRUNCATED DOME

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BENCH

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BOTTOM OF RIVER

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TOP OF BANK

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TOE OF SLOPE

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2' WOOD POST & RAIL FENCE

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5.5" SQUARE WOOD POST, TYP.

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METAL RAMP

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3' METAL HAND RAIL

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FLOATING CONCRETE DOCK

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WOOD DOCK

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WOOD DOCK

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5.5" SQUARE WOOD POST, TYP.

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METAL RAMP

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3' METAL HAND RAIL

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FLOATING CONCRETE DOCK

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8" WOOD SQUARE POST

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NORTH LINE OF SOUTH HALF OF SECTION 25

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NORTH LINE OF SECTION 30 TOWNSHIP 24 SOUTH RANGE 35 EAST

AutoCAD SHX Text C 2024 Morgan & Associates Consulting Engineers, Inc.

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AutoCAD SHX Text Checked: C. BOWERS

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SHEET 1 OF 1

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VARIES

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AutoCAD SHX Text Drawn: J. HUSSEY

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2024-002 LEROY WRIGHT RECREATION AREA.DWG

AutoCAD SHX Text The Survey and this drawing have been prepared under my responsible charge to conform with applicable Standards of Practice as set forth by The Florida Board of Professional Surveyors and Mappers in Chapter 5J-17, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. This Certification is a statement of professional opinion based on the surveyor's knowledge, information and belief, which is based on the existing field evidence and documentary evidence as provided to the surveyor and is not an expressed or implied warranty or guaranty. This survey is not valid without original surveyor signature and seal.

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SAMUEL C. BOWERS, FL. PROFESSIONAL SURVEYOR & MAPPER #5990 3/8/2024 SURVEY DATE

AutoCAD SHX Text PROJECT BENCHMARK NO. 2 NAIL & DISK MARKED: "TRAV PT LB7040" N. 1467614.35 E. 697583.97 EL.=15.75' (NAVD88)

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( IN FEET )

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= NORTH AMERICAN VERTICAL

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NAVD88

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DATUM OF 1988

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PVC

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= POLYVINYL CHLORIDE

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= NOT TO SCALE

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= TYPICAL

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TYP.

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= RIGHT-OF-WAY

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= LICENSED BUSINESS

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PLS

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= PROFESSIONAL LAND SURVEYOR

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= RECORD

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PG.

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= PAGE

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= OFFICIAL RECORDS BOOK

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= IRON MARKER FOUND

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= NAIL & DISK SET, LB7040

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= BREAKLINE

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LB

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= CENTERLINE

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ESMT.

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= EASEMENT

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= IDENTIFICATION

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ID

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= NORTH OR NORTHING

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= EAST OR EASTING

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= SOUTH

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= WEST

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= FEET OR ARCMINUTES

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= INCHES OR ARCSECONDS

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= DEGREES

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= NUMBER

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NO.

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= PLUS OR MINUS

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= TRAVERSE

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TRAV

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1. TYPE OF SURVEY: SPECIAL PURPOSE SURVEY. THE PURPOSE OF THIS SURVEY IS TO DEPICT THE EXISTING CONDITIONS, IMPROVEMENTS, AND TOPOGRAPHY OF THE PROJECT AREA. THIS IS NOT A BOUNDARY SURVEY. TYPE OF SURVEY: SPECIAL PURPOSE SURVEY. THE PURPOSE OF THIS SURVEY IS TO DEPICT THE EXISTING CONDITIONS, IMPROVEMENTS, AND TOPOGRAPHY OF THE PROJECT AREA. THIS IS NOT A BOUNDARY SURVEY. NOT A BOUNDARY SURVEY. A BOUNDARY SURVEY. 2. NORTHINGS AND EASTINGS SHOWN HEREON ARE REFERENCED IN U.S. SURVEY FEET TO FLORIDA'S STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83), AND WERE DERIVED USING A FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) NORTHINGS AND EASTINGS SHOWN HEREON ARE REFERENCED IN U.S. SURVEY FEET TO FLORIDA'S STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83), AND WERE DERIVED USING A FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) NETWORK ROVER. 3. BEARINGS SHOWN HEREON ARE REFERENCED TO AN ASSUMED VALUE OF: S86 10'26"E FOR THE CENTERLINE OF STATE ROAD NO. 520. ALL BEARINGS HEREON DENOTED (R) REFER TO RECORD VALUES ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) BEARINGS SHOWN HEREON ARE REFERENCED TO AN ASSUMED VALUE OF: S86°10'26"E FOR THE CENTERLINE OF STATE ROAD NO. 520. ALL BEARINGS HEREON DENOTED (R) REFER TO RECORD VALUES ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY MAP, "STATE ROAD NO. 520", STATE PROJECT NO. 70100, DATED: 6/20/2001. ROAD STATIONING SHOWN HEREON IS ALSO PER SAID RIGHT-OF-WAY MAP, 4. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED IN FEET TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AND WERE DERIVED BY PERFORMING A CLOSED CONVENTIONAL LEVEL LOOP USING BREVARD COUNTY SURVEYING & MAPPING BENCHMARK "BREVARD GPS ALL ELEVATIONS SHOWN HEREON ARE REFERENCED IN FEET TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AND WERE DERIVED BY PERFORMING A CLOSED CONVENTIONAL LEVEL LOOP USING BREVARD COUNTY SURVEYING & MAPPING BENCHMARK "BREVARD GPS LONE CABBAGE" AS THE SOURCE: BREVARD COUNTY POINT IDENTIFICATION: "BREVARD GPS LONE CABBAGE"; NATIONAL GEODETIC SURVEY POINT IDENTIFICATION: DG8707; PUBLISHED ELEVATION: 16.082' (NAVD88) POINT DESCRIPTION: A 5/8" ALUMINUM DEEP ROD IN A 5" BREVARD COUNTY ACCESS COVER; STAMPING: "GPS LONE CABBAGE 2003" GENERAL LOCATION: WITHIN PARKING ISLAND OF THE LEROY WRIGHT RECREATION AREA; DATASHEET POSITION: LATITUDE: 28°22'14.36218" N ; LONGITUDE: 80°52'16.51192" W5. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OF-WAY ARE LOCATED AND SHOWN HEREON. THIS PROPERTY MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, OR OTHER LIMITATIONS, EITHER RECORDED OR IMPLIED. NO OPINION OF TITLE OR OWNERSHIP ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OF-WAY ARE LOCATED AND SHOWN HEREON. THIS PROPERTY MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, OR OTHER LIMITATIONS, EITHER RECORDED OR IMPLIED. NO OPINION OF TITLE OR OWNERSHIP OTHER LIMITATIONS, EITHER RECORDED OR IMPLIED. NO OPINION OF TITLE OR OWNERSHIP IS HEREBY EXPRESSED OR IMPLIED BY THE SURVEYOR. EASEMENTS AND RIGHTS-OF-WAY SHOWN HEREON ONLY INCLUDE THOSE PROVIDED TO THE SURVEYOR. 6. SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING. SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING.

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= IRON MARKER SET

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= BENCHMARK

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= ASPHALT

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= CONCRETE

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= WOOD DOCK

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= FLOATING

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= PEDESTRIAN

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= WATER FEATURE

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= NAIL & DISK FOUND,

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TYPE NOTED

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= 8" WOOD PILE

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= MULTI-POST SIGN

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= TRAFFIC SIGN

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= GARBAGE CAN & POSTS

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= DRAINAGE PIPE

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= CONTOUR

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= PALM,

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= OAK,

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SIZE NOTED

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SIZE NOTED

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ELEVATION

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= WOOD UTILITY

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POLE

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= OVERHEAD

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WIRES

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PSM

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= PROFESSIONAL SURVEYOR & MAPPER

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= MEASURED

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STA.

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= STATION

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= LEFT

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= RIGHT

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= SPOT ELEVATION, AT GROUND

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= SPOT ELEVATION, HARD SURFACE

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= SPOT ELEVATION, TOP OF DOCK

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PC

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= POINT OF CURVATURE

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FDOT

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= FLORIDA DEPARTMENT OF TRANSPORTATION

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STATE ROAD 520

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ST

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JAMES G BOURBEAU MEMORIAL PARK

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ST JOHNS RIVER BRIDGE

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ORANGE COUNTY

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BREVARD COUNTY

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JOHNS

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RIVER

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F. BURTON SMITH REGIONAL PARK

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SATELLITE BLVD

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STATE ROAD 520

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BARCELONA AVE

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CHELSIE AVE

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AIRBOAT AVE

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BRECKINRIDGE AVE

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MISSILE AVE

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SOGGY BOTTOM AVE

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S01°45'07"W 280.12' (M) TO PROJECT BENCHMARK #2 (OUT OF SCALED VIEW)

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TERRI LEE AVE

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LEROY WRIGHT RECREATION AREA 8190 HIGHWAY 520 COCOA, FL 32926

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AKA WEST KING ST

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BOARDWALK

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CONCRETE DOCK

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= METAL RAMP

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= TRUNCATED

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DOME

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= 2' WOOD POST &

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& RAIL FENCE

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= CYPRESS,

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SIZE NOTED

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PC STA. 29+25.47

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SAME LINE, NOT TO SCALE

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SAME LINE, NOT TO SCALE

AutoCAD SHX Text N00°25'43"E 1911.76' (R)

AutoCAD SHX Text NW COR SECTION 30 THIS POINT RECOVERED IN FIELD BY BOAT, AND IS UNDER WATER; PER FDOT R/W MAP SECTION NO. 70100-2503, THIS IS A 5"X5" CONCRETE MONUMENT, "JONES WOOD & GENTRY", HOWEVER THE SURVEYOR WAS NOT ABLE TO VERIFY IDENTIFICATION IN THE FIELD

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SOUTH LINE OF SECTION 19 TOWNSHIP 24 SOUTH RANGE 35 EAST

AutoCAD SHX Text NE COR SECTION 25; THIS POINT RECOVERED IN FIELD BY BOAT, AND IS IN THE MIDDLE OF THE ST JOHNS MARSH, AND IS UNDER WATER; PER FDOT R/W MAP SECTION NO. 70100-2503, THERE ARE TWO MONUMENTS HERE. THE SURVEYOR PROBED AND IS CONFIDENT OF TWO MONUMENTS HERE; SOUTHERN MONUMENT HELD; NO R/W MAP IDENTIFICATION OF THESE MONUMENTS EXISTS.

2024-03-08T17:29:13-0500
Samuel C Bowers

File details come from the government source that posted it. Updated .