Attachment_B_-_Osteen_Park_Survey.pdf
PDF 1 MB Posted
- Solicitation number
- B-6-26-22
- Issued by
- Brevard County, Mount Carmel CDP, Florida
About this file
This is a Specific Purpose Survey prepared by Morgan & Associates Consulting Engineers, Inc. for Brevard County, documenting the existing conditions and shoreline improvements at Osteen Park, located at 425 South Tropical Trail, Merritt Island, Florida. The survey depicts the property's topography, existing infrastructure, and shoreline characteristics along the Indian River, including detailed measurements of trees, structures, utilities, and water elevation data. The survey was conducted on April 28, 2025, with topographic additions completed on May 15, 2025, and final certification dated May 30, 2025 by Professional Surveyor Samuel C. Bowers (License #5990). The survey encompasses a 10.66-acre parcel (Parcel ID: 24-36-35-52-*-9) that includes portions of original lots 9, 10, and 11 from the Moore and Cantine plat, and documents significant features such as wood docks, covered pavilions, grills, benches, rock revetment sections, mangrove vegetation, and chain-link fencing. Elevations are referenced to the North American Vertical Datum of 1988 (NAVD88), with the water surface elevation measured at -0.85 feet and a safe upland line calculated at -0.30 feet on the measurement date.
The survey identifies critical riparian lines along the Indian River centerline derived from NOAA Nautical Chart No. 11485, with northerly and southerly riparian lines calculated to intersect the safe upland line at 90-degree angles. Vegetation documentation includes multiple oak and camphor trees with specified sizes, and the survey notes extensive tree removal markings and mangrove drip lines along the shoreline. Infrastructure details include various utility piping sizes (ranging from 6 to 36 inches), wood posts, and a pump test connection. The survey explicitly states it is not a boundary survey and notes that the property may be subject to unrecorded easements, restrictions, or other limitations. Coordinates are referenced to Florida's State Plane Coordinate System, East Zone, NAD83, derived using an FDOT Network Rover, with all bearings measured using the same network reference system for surveying standards compliance.
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PARCEL ID: 24-36-35-52-*-9,
SECTION 35, TOWNSHIP 24 SOUTH, RANGE 36 EAST,
BREVARD COUNTY, FL
SURVEYOR'S NOTES
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SOURCE BENCHMARK
VICINITY MAP - NOT TO SCALE
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SUBJECT
PROPERTY
SURVEYOR'S LEGEND
LEGAL DESCRIPTION
POINT OF COMMENCEMENTPOINT OF BEGINNING
RIPARIAN LINE DETAIL; 1" = 500'
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RIVER
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LOT 20
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LOT 19
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LOT 18
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LOT 17
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LOT 16
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LOT 15
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LOT 14
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BLOCK L
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LOT 12 MOORE & CANTINE'S P.B. 1, PG. 63
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MERRITT RIDGE SUBDIVISION P.B. 14, PG. 13
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S LINE LOT 8
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20' SOUTH OF N LINE LOT 8
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WESTERLY R/W
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EASTERLY R/W
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ROAD PER PLAT
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S LINE LOT 11
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N LINE LOT 12
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GRILL
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COVERED PAVILION
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COLUMN, TYP.
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BENCH
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PUMP TEST CONNECT
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10" WOODPOST, TYP.
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OVERHANG
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WOOD DOCK
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TOP OF WATER EL. = -0.85' (NAVD88), ON 4/28/2025
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6' CHAIN-LINK
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TWIN 36"
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STUMP IN WATER
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CENTERLINE OF COUNTY ROAD PER P.B. 14, PG. 13
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5/8" IRON ROD, NO ID
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1/2" IRON ROD, NO ID
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5/8" IRON ROD & CAP ILLEGIBLE
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5/8" IRON ROD FREDLUND & PACKARD
AutoCAD SHX Text S08°48'12"E 455.00' (P)
AutoCAD SHX Text S08°57'17"E 455.02' (M)
AutoCAD SHX Text N89°29'23"E 382.62' (M)
AutoCAD SHX Text S09°40'33"E 84.60' (M)
AutoCAD SHX Text S89°16'51"W 265.67' (M)
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WESTERLY 266.00' (R)
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NORTHERLY 50.00' (R)
AutoCAD SHX Text N01°12'14"W 50.12' (M)
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WESTERLY TO ORDINARY HIGH WATER LINE OF INDIAN RIVER (R)
AutoCAD SHX Text S89°23'45"W 267.80' (M)
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SOUTH EASTERLY
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EASTERLY ALONG SOUTH LINE OF LOT 11
AutoCAD SHX Text N89°19'00"E 282.81' (M)
AutoCAD SHX Text S09°02'08"E 303.01' (M)
AutoCAD SHX Text N89°16'51"E 587.05' (M)
AutoCAD SHX Text S89°23'45"W 23.92' (M)
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4"X4" WOOD POST
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CONCRETE SIDEWALK
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4"X4"X CONCRETE MONUMENT WITH SPIKE & DISK, MARKED LS2351
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4"X4"X CONCRETE MONUMENT WITH SPIKE & DISK, MARKED LS2351
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4"X4"X CONCRETE MONUMENT WITH SPIKE & DISK, MARKED LS2351
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4"X4"X CONCRETE MONUMENT WITH SPIKE & DISK, MARKED LS2351
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4"X4"X CONCRETE MONUMENT WITH SPIKE & DISK, MARKED LS2351
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TWIN 12"
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TOP OF BANK
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TOE OF SLOPE
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TOP OF BANK
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TOE OF SLOPE
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TOP OF BANK
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TOE OF SLOPE
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TOP OF BANK
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TOE OF SLOPE
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ROCK REVETMENT
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MANGROVE
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MANGROVE DRIP LINE
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TOP OF BANK
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GRADE BREAK
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ROCK REVETMENT
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10" WOODPOST, TYP.
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6"X6" WOOD POST
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EDGE OF WATER EL. = -0.85' NAVD88
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AutoCAD SHX Text C 2025 Morgan & Associates Consulting Engineers, Inc.
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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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AutoCAD SHX Text Checked: C. BOWERS
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SHEET 1 OF 1
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AutoCAD SHX Text Drawn: J. HUSSEY
AutoCAD SHX Text 5/12/2025
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AutoCAD SHX Text 2025-034
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2025-034 OSTEEN PARK SPECIFIC PURPOSE SURVEY.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 5/30/2025 SURVEY DATE
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1. TYPE OF SURVEY: SPECIFIC PURPOSE SURVEY. THE PURPOSE OF THIS SURVEY IS TYPE OF SURVEY: SPECIFIC PURPOSE SURVEY. THE PURPOSE OF THIS SURVEY IS TO DEPICT THE EXISTING CONDITIONS, IMPROVEMENTS, AND TOPOGRAPHY OF THE SHORELINE OF OSTEEN PARK. 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 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: BEARINGS SHOWN HEREON ARE REFERENCED TO AN ASSUMED VALUE OF: S09°02'08"E FOR THE WESTERLY RIGHT-OF-WAY OF SOUTH TROPICAL TRAIL, ASMEASURED IN THE FIELD USING AN FDOT NETWORK ROVER. ALL BEARINGS HEREON DENOTED (M) REFER TO MEASURED VALUES ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) NETWORK. 4. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED IN FEET TO THE NORTH 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 "E6A51" AS THE SOURCE: BREVARD COUNTY POINT IDENTIFICATION: "E6A51" PUBLISHED ELEVATION: 10.348' (NAVD88) 5. ONLY OPEN AND NOTORIOUS EVIDENCE OF EASEMENTS AND RIGHT-OF-WAY ARE 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 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 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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AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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= CONCRETE
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= WOOD DOCK
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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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= WOOD UTILITY POLE
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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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OSTEEN PARK OWNER: BREVARD COUNTY PARCEL ID: 24-36-35-52-*-9 ORB 2732, PG. 2735
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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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= PERPETUAL RIGHT-OF-WAY EASEMENT
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SEE SURVEYOR'S NOTE 4 FOR MORE INFORMATION
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S TROPICAL TRL
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CONE RD
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S COURTENAY PKWY
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MERRITT ISLAND CSWY AKA SR 520
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FORTENBERRY RD
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PLUMOSA ST
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INDIAN RIVER
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OSTEEN PARK 425 SOUTH TROPICAL TRAIL
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= CONTOUR ELEVATION
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= OVERHEAD WIRES
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= OAK
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SIZE NOTED
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= CAMPHOR,
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SIZE NOTED
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PER OFFICIAL RECORDS BOOK 2732, PAGE 2735
AutoCAD SHX Text A PARCEL OF LAND LYING IN SECTION 35, TOWNSHIP 24 SOUTH, RANGE 36 EAST, BREVARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLL0WS: THAT PORTION OF LOTS 9, 10, AND 11 OF PLAT OF LOTS BELONGING TO E. W. MOORE AND F.C. CANTINE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 63, LYING WESTERLY OF THE COUNTY ROAD KNOWN AS SOUTH TROPICAL TRAIL, AND EXCLUDING THE FOLLOWING PARCEL OF LAND: COMMENCE AT THE INTERSECTION OF THE SOUTH LINE OF SAID LOT 11 WITH THE WEST RIGHT-OF-WAY LINE OF SAID SOUTH TROPICAL TRAIL; THENCE RUN WESTERLY ALONG SAID SOUTH LINE 266.00 FEET TO THE POINT-OF-BEGINNING; THENCE RUN NORTHERLY ALONG A LINE PERPENDICULAR TO SAID SOUTH LINE 50.00 FEET; THENCE RUN WESTERLY ALONG A LINE PARALLEL TO SAID SOUTH LINE TO THE ORDINARY HIGH WATER LINE OF THE INDIAN RIVER; THENCE MEANDER SOUTHEASTERLY BY SAID ORDINARY HIGH WATER LINE TO ITS INTERSECTION WITH SAID SOUTH LINE OF LOT 11; THENCE RUN EASTERLY ALONG SAID SOUTH LINE OF LOT 11 TO THE POINT-OF-BEGINNING.
AutoCAD SHX Text AMLAS HOLDINGS LLC 485 S TROPICAL TRL PARCEL ID: 24-36-35-52-*-12 ORB 9542, PG. 2397
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AMLAS HOLDINGS LLC PARCEL ID: 24-36-35-52-*-11.01 ORB 9542, PG. 2397
AutoCAD SHX Text TTPLATT LLC 139 PLATT AVE 141 PLATT AVE 403 S TROPICAL TRL PARCEL ID: 24-36-35-52-*-8.05 ORB 9479, PG. 18
AutoCAD SHX Text CHOICE QUALITY HOMES III LLC 157 PLATT AVE PARCEL ID: 24-36-35-52-*-8.04 ORB 7929, PG. 2441
AutoCAD SHX Text HARTMAN, RAYMOND JEFFERY; HARTMAN, RAYMOND J; HARTMAN, JEFFERY RAYMOND 165 PLATT AVE PARCEL ID: 24-36-35-52-*-8.03 ORB 9635, PG. 1543
AutoCAD SHX Text SCOLERI, VALERIE R; SCOLERI, THOMAS F 169 PLATT AVE PARCEL ID: 24-36-35-52-*-8.02 ORB 7895, PG. 2913
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HOSKINS, RICHARD 183 PLATT AVE PARCEL ID: 24-36-35-52- *-8.01 ORB 7761, PG. 1687
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JANKE FAMILY TRUST 205 PLATT AVE PARCEL ID: 24-36-35-52-*-8 ORB 10218, PG. 1250
AutoCAD SHX Text LESS & EXCEPT INTERSECTION OF THE SOUTH LINE OF LOT 11 WITH THE WEST RIGHT-OF-WAY OF SOUTH TROPICAL TRAIL
AutoCAD SHX Text PORTION OF LOT 9, LOT 10, & LOT 11 PLAT OF E.W. MOORE AND F.C. CANTINE PLAT BOOK 1, PAGE 63
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SAFE UPLAND LINE, ELEVATION = -0.30' (NAVD88), ON 4/28/2025
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SAFE UPLAND LINE, AS CALCULATED
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CONTOUR ELEVATION, TYP.
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LESS & EXCEPT
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RIPARIAN LINE
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RIPARIAN LINE
AutoCAD SHX Text CENTERLINE OF INTRACOASTAL WATERWAY HEREON IS DEPICTED BY SCALING NOAA NAUTICAL CHART NO. 11485 "TOLOMATO RIVER TO PALM SHORES"; RIPARIAN LINES HEREON DEPICTED BY INTERSECTING SAFE UPLAND LINE WITH CENTERLINE OF INTRACOASTAL WATERWAY AT 90°
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SOUTHERLY RIPARIAN LINE S69°33'51"W 3264.42' (C)
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NORTHERLY RIPARIAN LINE S69°33'51"W 3279.69' (C)
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OSTEEN PARK
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259.2'
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SAFE UPLAND LINE
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DOCK
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SEE RIPARIAN LINE DETAIL
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= CALCULATED
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REVETMENT & MANGROVE
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= PALM,
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SIZE NOTED
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= MANGROVE
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= ROCK
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TOPO ADDED
5/30/2025
| Sheets and Views |
| Survey |
| 2025-05-30T13:56:52-0400 | |
| Samuel C Bowers |
File details come from the government source that posted it. Updated .