Attachment_B_-_Canova_Survey_Center_Access.pdf

PDF 781 KB Posted Nov 4, 2025

Attached to: Demo & Install of Wooden Walkway & ADA Beach Crossover at Canova Beach Park
Solicitation number: B-6-26-10
Issued by: Brevard County, Florida

About this file

Written by GovTribe AI · Jan 8, 2026

This is a topographic survey plat prepared by Briel & Associates Land Surveyors, Inc. for Brevard County Parks & Recreation documenting the existing conditions of the Canova Beach Park Center Access Ramp. The survey was conducted on September 11, 2024, and is intended to provide topographic data of the existing dune crossover to support the planned demolition and installation of a new wooden walkway and ADA beach crossover. The survey covers Tax Parcel ID 27-37-13-02-1-1, located in Section 13, Township 27 South, Range 37 East in Brevard County, Florida. The plat depicts the existing wooden boardwalk structure with pile foundations (0.50-foot and 0.65-foot wood piles), wood railings, and associated site features including concrete sidewalks, seagrape hammocks, coastal strand vegetation, and a bus stop. Elevation data is provided throughout the survey based on the North American Vertical Datum of 1988 (NAVD 88), with measurements ranging from approximately 6.0 to 17.05 feet.

The survey includes precise State Plane Coordinate System data referenced to NAD 83(2011) and established benchmarks for survey accuracy and reproducibility. The Coastal Construction Control Line, referenced from Florida Department of Environmental Protection permanent monuments and survey records from 1981, is depicted on the plat. The survey was prepared by Robert R. Briel, Florida Professional Surveyor & Mapper No. 3699, and is certified for exclusive use by Brevard County Parks & Recreation. The document includes detailed abbreviations, graphic scale, and notes clarifying that the survey is limited in scope and does not represent a complete site survey, boundary survey, or mean high water line determination, nor does it locate underground utilities or encroachments except as specifically shown.

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Other files

File	Type	Posted
B-6-26-10_NOA.pdf	PDF	Dec 17, 2025
B-6-26-10_-__Intend_To_Award.pdf	PDF	Dec 9, 2025
B-6-26-10_Bid_Tabulation_-_Names_Only.pdf	PDF	Dec 3, 2025
Addendum_2.pdf	PDF	Nov 20, 2025
Attachment_C_-_Draft_Contract.pdf	PDF	Nov 14, 2025
Addendum_1_.pdf	PDF	Nov 14, 2025
B-6-25-10_INV_&_SPECS.pdf	PDF	Nov 4, 2025
Attachment_A_-_Canova_Crossover_Structural.pdf	PDF	Nov 4, 2025

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ABBREVIATIONS:

A T L A N T

O C E A N

NOTES:

3299 N. HIGHWAY A1A S

O C

E S

L B

L a n d

S u rv e y o rs

In c

C A

N O

V A

B E

A C

H A

C C

R E

P A

S fo r:

B R

E V

A R

D C

O U

N T

Y P

A R

K S

E C

R E

A T

GRAPHIC SCALE

CANOVA BEACH PARK

CENTER ACCESS RAMP

AutoCAD SHX Text COASTAL CONSTRUCTION CONTROL LINE 10/06/81 SURVEY BOOK 2A, PGs 15-28

AutoCAD SHX Text S13°16'38"E

AutoCAD SHX Text 14.5

AutoCAD SHX Text 14.7

AutoCAD SHX Text 14.4

AutoCAD SHX Text 14.3

AutoCAD SHX Text 14.7

AutoCAD SHX Text 12.1

AutoCAD SHX Text 9.0

AutoCAD SHX Text 9.1

AutoCAD SHX Text 9.5

AutoCAD SHX Text 10.1

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.9

AutoCAD SHX Text 8.1

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AutoCAD SHX Text 8.1

AutoCAD SHX Text 7.8

AutoCAD SHX Text 8.0

AutoCAD SHX Text 8.6

AutoCAD SHX Text 14.4

AutoCAD SHX Text 15.0

AutoCAD SHX Text 14.5

AutoCAD SHX Text 14.7

AutoCAD SHX Text 15.1

AutoCAD SHX Text 14.7

AutoCAD SHX Text 14.67

AutoCAD SHX Text 15.60

AutoCAD SHX Text 17.05

AutoCAD SHX Text 17.00

AutoCAD SHX Text 16.00

AutoCAD SHX Text 17.02

AutoCAD SHX Text 16.98

AutoCAD SHX Text 15.60

AutoCAD SHX Text 14.74

AutoCAD SHX Text 17.00

AutoCAD SHX Text 16.99

AutoCAD SHX Text 16.04

AutoCAD SHX Text 16.19

AutoCAD SHX Text 16.95

AutoCAD SHX Text 15.89

AutoCAD SHX Text 14.39

AutoCAD SHX Text 13.37

AutoCAD SHX Text 11.79

AutoCAD SHX Text 11.70

AutoCAD SHX Text 11.35

AutoCAD SHX Text 11.37

AutoCAD SHX Text 11.46

AutoCAD SHX Text 11.70

AutoCAD SHX Text 10.98

AutoCAD SHX Text 9.76

AutoCAD SHX Text 8.42

AutoCAD SHX Text 6.11

AutoCAD SHX Text 6.00

AutoCAD SHX Text 15.96

AutoCAD SHX Text 13.46

AutoCAD SHX Text 12.10

AutoCAD SHX Text 11.70

AutoCAD SHX Text 11.03

AutoCAD SHX Text 9.75

AutoCAD SHX Text 8.49

AutoCAD SHX Text 14.39

AutoCAD SHX Text 7.74

AutoCAD SHX Text 7.72

AutoCAD SHX Text 6.51

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WD BOARDWALK

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0.65' WD PILE (TYP)

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0.50' WD PILE (TYP)

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WD BOARDWALK

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0.13' WD RAILING (TYP)

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0.65' WD PILE (TYP)

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0.50' WD PILE (TYP)

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BURIED OLD DECK

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SAND

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BEACH

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BENCHMARK N=1383301.89 E=791444.86 EL=14.63 NAVD 88 SET DRILL HOLE NO ID

AutoCAD SHX Text BENCHMARK (NOT TO SCALE) N=1383362.23 E=791240.38 EL=13.125 NAVD 88 FDOT DISK "41604003"

AutoCAD SHX Text 58.61'

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NEAREST PI

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0.50' WD PILE (TYP)

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0.65' WD PILE

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0.50' WD PILE

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0.65' WD PILE (TYP)

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0.50' WD PILE (TYP)

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0.65' WD PILE

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0.65' WD PILE (TYP)

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0.13' WD RAILING (TYP)

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0.50' WD PILE (TYP)

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0.50' WD PILE (TYP)

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0.65' WD PILE

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1. THE SPECIFIC PURPOSE OF THIS SURVEY IS TO PROVIDE TOPOGRAPHIC DATA OF AN THE SPECIFIC PURPOSE OF THIS SURVEY IS TO PROVIDE TOPOGRAPHIC DATA OF AN EXISTING DUNE CROSS-OVER. IT IS NOT INTENDED TO REPRESENT A COMPLETE SITE TOPOGRAPHIC SURVEY. IT IS NOT INTENDED TO REPRESENT A LAND BOUNDARY SURVEY. 2. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED TO THE SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED BY THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3. FILE COORDINATES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM FOR THE EAST FILE COORDINATES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM FOR THE EAST ZONE OF FLORIDA. DATUM IS NAD 83(2011) AS DERIVED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION “FLORIDA PERMANENT REFERENCE NETWORK” AND REFERENCED TO FLORIDA PERMANENT REFERENCE NETWORK” AND REFERENCED TO AND REFERENCED TO FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT “D5PNC 41604 003”. D5PNC 41604 003”. . 4. THE COASTAL CONSTRUCTION CONTROL LINE WAS ESTABLISHED FROM FLORIDA THE COASTAL CONSTRUCTION CONTROL LINE WAS ESTABLISHED FROM FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMANENT REFERENCE MONUMENTS “70 70 80 A30” AND “70 80 A34” AS SHOWN IN SURVEY BOOK 2A, PAGES 29 THRU 42 OF AND “70 80 A34” AS SHOWN IN SURVEY BOOK 2A, PAGES 29 THRU 42 OF 70 80 A34” AS SHOWN IN SURVEY BOOK 2A, PAGES 29 THRU 42 OF AS SHOWN IN SURVEY BOOK 2A, PAGES 29 THRU 42 OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA. RECORDED DECEMBER 4, 1986. THE OCTOBER 6, 1981 COASTAL CONSTRUCTION CONTROL LINE WAS TAKEN FROM SURVEY BOOK 2A, PAGES 15 THRU 28. BEARINGS AND COORDINATES FOR THE COASTAL CONSTRUCTION CONTROL LINES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM FOR THE EAST ZONE OF FLORIDA, NORTH AMERICAN DATUM OF 1927. 5. THIS SURVEY IS NOT INTENDED TO LOCATE ANY UNDERGROUND FOUNDATIONS, THIS SURVEY IS NOT INTENDED TO LOCATE ANY UNDERGROUND FOUNDATIONS, UNDERGROUND ENCROACHMENTS OR UNDERGROUND IMPROVEMENTS, EXCEPT AS SHOWN. 6. SUBJECT PARCEL IS LOCATED IN SECTION 13, TOWNSHIP 27 SOUTH, RANGE 37 EAST. SUBJECT PARCEL IS LOCATED IN SECTION 13, TOWNSHIP 27 SOUTH, RANGE 37 EAST. 7. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AS ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AS MEASURED IN FEET AND DECIMALS THEREOF. DATUM DERIVED FROM MONUMENT “X 229 X 229 1965”, ELEVATION 12.85 FEET AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY, PID , ELEVATION 12.85 FEET AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY, PID AK2998. 8. THIS SURVEY IS NOT INTENDED TO REPRESENT THE MEAN HIGH WATER LINE IN THIS SURVEY IS NOT INTENDED TO REPRESENT THE MEAN HIGH WATER LINE IN CONFORMANCE WITH CHAPTER 177, PART II FLORIDA STATUTES. 9. CERTAIN FEATURES DEPICTED HEREON HAVE NOT BEEN DRAWN TO SCALE DUE TO SCALE CERTAIN FEATURES DEPICTED HEREON HAVE NOT BEEN DRAWN TO SCALE DUE TO SCALE LIMITATIONS. THEY ARE PLOTTED TO THE CENTER OF THE FEATURE.

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COASTAL STRAND VEGETATION

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HAMMOCK (SEAGRAPES)

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HAMMOCK (SEAGRAPES)

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TAX PARCEL ID 27-37-13-02-1-1

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"FISHING LINE RECYCLE" ON WD POST

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TRASH

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"BUS STOP"

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WD BENCH

AutoCAD SHX Text 15.03

AutoCAD SHX Text 14.56

AutoCAD SHX Text 14.58

AutoCAD SHX Text 14.50

AutoCAD SHX Text 14.0

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.6

AutoCAD SHX Text 10.4

AutoCAD SHX Text 10.1

AutoCAD SHX Text 14.6

AutoCAD SHX Text 16.1

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TOB

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TOE

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TOB

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TOE

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CONCRETE

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SIDEWALK

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MTL HR(TYP)

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CONC

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EOP

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MTL

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NAVD 88

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TOB

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TYP

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= CONCRETE

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= ELEVATION

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= EDGE OF PAVEMENT

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= HANDRAIL

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= METAL

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= NORTH AMERICAN VERTICAL DATUM OF 1988

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= PAGE

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= POINT OF INTERSECTION

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= SIDEWALK

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= TOP OF BANK

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= TYPICAL

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= WOOD

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LB 3869

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SHEET OF

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SCALE:

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CHECKED BY:

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DRAWN BY:

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PROJECT NO.:

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FIELD SURVEY DATE:

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TYPE:

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PLAT

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SURVEY

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FOR:

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(321) 773-7775

AutoCAD SHX Text Satellite Bch., Florida 32937

AutoCAD SHX Text 1790 Hwy. A1A, Suite 208

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RRB

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C 2024, BRIEL & ASSOCIATES LAND SURVEYORS, INC.

AutoCAD SHX Text ROBERT R. BRIEL, Florida Professional Surveyor &

AutoCAD SHX Text Mapper, No. 3699

AutoCAD SHX Text This survey is prepared and certified for the exclusive use

AutoCAD SHX Text of the client or clients named hereon. Not valid without the

AutoCAD SHX Text original signature and seal of a Florida licensed surveyor

AutoCAD SHX Text and mapper. Additions or deletions to survey maps or

AutoCAD SHX Text reports by other than the signing party is prohibited.

AutoCAD SHX Text This Map or Report conforms to the Standards of Practice for Professional Surveyors and Mappers as outlined in Chapter 5J-17., F.A.C.

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TOPOGRAPHIC SURVEY

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SEPTEMBER 11, 2024

AutoCAD SHX Text 24020

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AMS

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text 1 1

Sheets and Views

SHT1

File details come from the government source that posted it. Updated Jan 8, 2026.