Attachment_C-_Survey.pdf

PDF 4 MB Posted Jul 2, 2025

Attached to: Demolition & Installation of 3 Floating Docks and Walkways at James G. Bourbeau Park
Solicitation number: B-6-25-54
Issued by: Florida

About this file

Written by GovTribe AI · Aug 25, 2025

This document is a Special Purpose Survey for the James G. Bourbeau Memorial Park, located in Brevard County, Florida, prepared by W.A. Morgan & Associates, a consulting engineering firm. The survey covers Parcel ID 24-34-25-00-3 in Section 25, Township 24 South, Range 34 East, and provides detailed mapping of the property situated along the St. Johns River. The survey includes a vicinity map, a detailed parcel map with 1" = 100' and 1" = 20' scales, and comprehensive surveyor's notes and legends that document the physical characteristics, boundaries, and topographical features of the park property.

The survey map reveals the property's complex terrain, including waterfront boundaries, contour lines, and various natural and man-made features. The document includes graphic scales, compass orientations, and technical annotations that provide precise measurements and spatial relationships of the park's landscape. The survey appears to be a critical preliminary document for potential development, land management, or infrastructure planning purposes, offering a comprehensive geospatial representation of the James G. Bourbeau Memorial Park site with high-precision geographical and topographical data.

View the file

Other files

File	Type	Posted
B-6-25-54_Notice_of_Award.pdf	PDF	Jul 28, 2025
B-6-25-54_-_Bid_Tabulation_-_Intent_to_Award.pdf	PDF	Jul 18, 2025
B-6-25-54_Bid_Tabulation_-_Names_Only.pdf	PDF	Jul 15, 2025
Attachment_C-_Survey.pdf	PDF	Jul 2, 2025
B-6-25-54-_Addendum_1_1.pdf	PDF	Jul 2, 2025
Attachment_D_-_Updated_Draft_Contract_-_James_G._Bourbeau_Docks.pdf	PDF	Jul 2, 2025
Attachment_B-_DRAFT_CONTRACT_.pdf	PDF	Jun 10, 2025
B-6-25-54_INV_&_SPECS_.pdf	PDF	Jun 10, 2025
Attachement_A-_Structural_Plans_Specification-_James_G.Bourbeau.pdf	PDF	Jun 10, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

STATE ROAD NO. 520

S T J O

H N

S R

E R

JAMES G. BOURBEAU MEMORIAL PARK SPECIAL PURPOSE SURVEY

4 N ort h H arb or

Ci ty

Bl vd

. M elb ou rne

, F L

Ph on e (

1-6

Fa x (

1-6

C on su lti ng E ng in ee rs

, I nc

Ci vil E ng ine ers an d L an d S urv ey ors

- E .B

/ L

&M O

R G

A N

A ss oc ia te s

M O

R G

A N

A ss oc ia te s

SPECIAL

PURPOSE

. B O

A U

A L

: 2 4-

-2

-3

TIO

5, TO

W N

, R

A N

G E

, F

PARCEL ID: 24-34-25-00-3, SECTION 25, TOWNSHIP 24 SOUTH, RANGE 34 EAST, BREVARD COUNTY, FL

SURVEYOR'S NOTESSURVEYOR'S LEGEND

W A M

M A&

W A M

M A&

S T J O

H N

S R

E R

PROJECT

LOCATION

PARCEL

DETAIL:

1" = 100'

MAP OF SURVEY: 1" = 20'

VICINITY MAP

W A M

M A&

SUBJECT

PROPERTY

SCALE: 1" = 1250'

AutoCAD SHX Text

SE CORNER OF SECTION 25 TOWNSHIP 24 S. RANGE 34 E.

AutoCAD SHX Text

RANGE 34 EAST

AutoCAD SHX Text

RANGE 35 EAST

AutoCAD SHX Text

SW CORNER OF THE NW 1/4 OF SECTION 30 TOWNSHIP 24 S. RANGE 35 E.

AutoCAD SHX Text

25' R/W, BREVARD COUNTY ORB 1291, PG. 330

AutoCAD SHX Text

PARCEL 801 PERPETUAL RIGHT-OF-WAY EASEMENT ORB 4722, PG. 851

AutoCAD SHX Text

FDOT DRAINAGE ESMT. ORB 4248, PG. 1043

AutoCAD SHX Text

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

AutoCAD SHX Text S00°02'19"W 1054.39' (R)

AutoCAD SHX Text S86°10'26"E 2925.47' (R)

AutoCAD SHX Text

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

AutoCAD SHX Text

NORTH R/W

AutoCAD SHX Text

SOUTH R/W

AutoCAD SHX Text

OF SR 520

AutoCAD SHX Text S00°02'16"W 1054.42' (M)

AutoCAD SHX Text S00°04'35"W 184.99' (M)

AutoCAD SHX Text S33°10'50"E

AutoCAD SHX Text 250.62' (R)

AutoCAD SHX Text S58°16'13"E

AutoCAD SHX Text 390.87' (R)

AutoCAD SHX Text S58°16'13"E

AutoCAD SHX Text 115.70' (R)

AutoCAD SHX Text S33°10'50"E

AutoCAD SHX Text 237.90' (R)

AutoCAD SHX Text S58°16'40"E 390.94' (M)

AutoCAD SHX Text S58°15'36"E 115.77' (M)

AutoCAD SHX Text S33°11'44"E

AutoCAD SHX Text 250.75' (M)

AutoCAD SHX Text S33°10'00"E 237.79' (M)

AutoCAD SHX Text 429.85' (R)

AutoCAD SHX Text S05°15'26"E

AutoCAD SHX Text 18"

AutoCAD SHX Text 10"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 9"

AutoCAD SHX Text 42"

AutoCAD SHX Text 12"

AutoCAD SHX Text

4" PVC INV.=14.04'

AutoCAD SHX Text

4" PVC INV.=14.66'

AutoCAD SHX Text

14±LF 4" PVC

AutoCAD SHX Text

NO PARKING SIGN

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

WOOD UTILITY POLE

AutoCAD SHX Text

GUY ANCHOR

AutoCAD SHX Text

GARBAGE CAN & POSTS

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

HANDICAP SIGN

AutoCAD SHX Text

HANDICAP SIGN

AutoCAD SHX Text

WOOD BRIDGE, TERMINATION NOT SURVEYED

AutoCAD SHX Text

8" WOOD PILE, TYP.

AutoCAD SHX Text

12" HEADWALL

AutoCAD SHX Text

5' CONCRETE SIDEWALK

AutoCAD SHX Text

GARBAGE CAN & POSTS

AutoCAD SHX Text

INFORMATIONAL SIGN

AutoCAD SHX Text

PARK SIGN

AutoCAD SHX Text

NO PARKING SIGN

AutoCAD SHX Text

WOOD PILE WALL

AutoCAD SHX Text

WOOD PILE WALL

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

TOP OF WATER ELEVATION = 12.09' (NAVD88), ON 1/10/2024 AT 10:39 AM

AutoCAD SHX Text

BOTTOM OF CANAL

AutoCAD SHX Text

PARCEL 800 P.R.E., ORB 4671, PG. 1187

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

AutoCAD SHX Text

= NORTH AMERICAN VERTICAL

AutoCAD SHX Text

NAVD88

AutoCAD SHX Text

DATUM OF 1988

AutoCAD SHX Text

PVC

AutoCAD SHX Text

= POLYVINYL CHLORIDE

AutoCAD SHX Text

= NOT TO SCALE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

= TYPICAL

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

= RIGHT-OF-WAY

AutoCAD SHX Text R/W

AutoCAD SHX Text

= LICENSED BUSINESS

AutoCAD SHX Text

PLS

AutoCAD SHX Text

= PROFESSIONAL LAND SURVEYOR

AutoCAD SHX Text

= RECORD

AutoCAD SHX Text (R)

AutoCAD SHX Text

PG.

AutoCAD SHX Text

= PAGE

AutoCAD SHX Text O.R.B.

AutoCAD SHX Text

= OFFICIAL RECORDS BOOK

AutoCAD SHX Text

= IRON MARKER FOUND

AutoCAD SHX Text

= NAIL & DISK SET, LB7040

AutoCAD SHX Text

= BREAKLINE

AutoCAD SHX Text

= CENTERLINE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

ESMT.

AutoCAD SHX Text

= EASEMENT

AutoCAD SHX Text

= IDENTIFICATION

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

= NORTH OR NORTHING

AutoCAD SHX Text E

AutoCAD SHX Text

= EAST OR EASTING

AutoCAD SHX Text S

AutoCAD SHX Text

= SOUTH

AutoCAD SHX Text W

AutoCAD SHX Text

= WEST

AutoCAD SHX Text

= FEET OR ARCMINUTES

AutoCAD SHX Text

= INCHES OR ARCSECONDS

AutoCAD SHX Text %%D

AutoCAD SHX Text

= DEGREES

AutoCAD SHX Text

= NUMBER

AutoCAD SHX Text

NO.

AutoCAD SHX Text %%P

AutoCAD SHX Text

= PLUS OR MINUS

AutoCAD SHX Text

= TRAVERSE

AutoCAD SHX Text

TRAV

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text Checked: C. BOWERS

AutoCAD SHX Text Revision

AutoCAD SHX Text

AutoCAD SHX Text %%uProject #:

AutoCAD SHX Text %%uScale:

AutoCAD SHX Text %%uHoriz.

AutoCAD SHX Text %%uVert.

AutoCAD SHX Text %%uSheet #:

AutoCAD SHX Text %%uDrawing #:

AutoCAD SHX Text

SHEET 1 OF 1

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

AutoCAD SHX Text Drawn: J. HUSSEY

AutoCAD SHX Text 3/8/2024

AutoCAD SHX Text 2024-001

AutoCAD SHX Text

2024-002 JAMES G. BOURBEAU MEMORIAL PARK.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.

AutoCAD SHX Text

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

AutoCAD SHX Text

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. 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 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 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 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 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 PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING. SOME FEATURES SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES. PUBLISHED DIMENSIONS WILL PRECEDE MAP SCALING. 7. FLORIDA POWER & LIGHT EASEMENT RECORDED IN ORB 2779, PG. 1525 IS MAPPED AND SHOWN HEREON USING THE SURVEYOR'S PROFESSIONAL OPINION. SAID EASEMENT IS MISSING THE FLORIDA POWER & LIGHT EASEMENT RECORDED IN ORB 2779, PG. 1525 IS MAPPED AND SHOWN HEREON USING THE SURVEYOR'S PROFESSIONAL OPINION. SAID EASEMENT IS MISSING THE BEARING/DIRECTION ON THE SECOND CALL, FROM THE POINT OF COMMENCEMENT TO THE POINT OF BEGINNING. FROM SAID LEGAL DESCRIPTION: "THENCE RUN ALONG SOUTH R/W LINE 180 FEET TO THE POINT OF BEGINNING OF SAID CENTERLINE". THE SURVEYOR BELIEVES THE INTENT IS TO RUN WEST ALONG THE SOUTH R/W LINE OF STATE ROAD 520, AS THE DOCUMENT INDICATES IT IS INTENDED TO AFFECT SECTION 25. HOWEVER, THIS DIFFERS FROM HOW SAID EASEMENT IS DEPICTED ON FDOT R/W MAP MENTIONED ABOVE. SUPPORTING THE SURVEYOR'S OPINION: THERE IS EVIDENCE OF FPL POLES IN THE FIELD IN THIS GENERAL VICINITY, BUT SAID EASEMENT DOESN'T FULLY ENCLOSE THE FPL APPURTENANCES. THERE IS NO EVIDENCE OF POLES, WIRES, ETC IN FDOT R/W MAP'S DEPICTED POSITION REFERENCED ABOVE, AND FURTHER, THE FDOT POSITION IS PARTIALLY IN SECTION 30, NOT SECTION 25.

AutoCAD SHX Text

= IRON MARKER SET

AutoCAD SHX Text

= BENCHMARK

AutoCAD SHX Text

= ASPHALT

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

= CONCRETE

AutoCAD SHX Text

= WOOD DOCK

AutoCAD SHX Text

= FLOATING DOCK

AutoCAD SHX Text

= WOOD BRIDGE

AutoCAD SHX Text

= WATER FEATURE

AutoCAD SHX Text

= NAIL & DISK FOUND,

AutoCAD SHX Text

TYPE NOTED

AutoCAD SHX Text

= 8" WOOD PILE

AutoCAD SHX Text

= MULTI-POST SIGN

AutoCAD SHX Text

= TRAFFIC SIGN

AutoCAD SHX Text

= GARBAGE CAN & POSTS

AutoCAD SHX Text

= DRAINAGE PIPE

AutoCAD SHX Text

= CONTOUR

AutoCAD SHX Text

= PALM,

AutoCAD SHX Text

= MELALEUCA,

AutoCAD SHX Text

SIZE NOTED

AutoCAD SHX Text

SIZE NOTED

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

= WOOD UTILITY

AutoCAD SHX Text

POLE

AutoCAD SHX Text

= OVERHEAD

AutoCAD SHX Text

WIRES

AutoCAD SHX Text

PSM

AutoCAD SHX Text

= PROFESSIONAL SURVEYOR & MAPPER

AutoCAD SHX Text

= MEASURED

AutoCAD SHX Text (M)

AutoCAD SHX Text

CONCRETE BOAT RAMP

AutoCAD SHX Text

CANAL

AutoCAD SHX Text

CANAL

AutoCAD SHX Text

POND

AutoCAD SHX Text

POND

AutoCAD SHX Text

POND

AutoCAD SHX Text

5/8" IRC, ILLEGIBLE

AutoCAD SHX Text

5/8" IRC, "REPS OFFSET LB4741"

AutoCAD SHX Text

5/8" IRC, "REPS OFFSET LB4741"

AutoCAD SHX Text

SMALL PK

AutoCAD SHX Text

STA.

AutoCAD SHX Text

= STATION

AutoCAD SHX Text L.

AutoCAD SHX Text

= LEFT

AutoCAD SHX Text R.

AutoCAD SHX Text

= RIGHT

AutoCAD SHX Text 4"x4" ALLEN LB266

AutoCAD SHX Text

5/8" IRON ROD, NO ID, BENT

AutoCAD SHX Text

FDOT REFERENCE LINE

AutoCAD SHX Text

STATE OF FLORIDA PARCEL ID: 24-34-25-00-3 ORB 1113, PG. 757

AutoCAD SHX Text NORMAN G. EARLEY & CARRIE L. EARLEY, TRUSTEES PARCEL ID: 24-34-25-00-2 ORB 3537, PG. 4029

AutoCAD SHX Text

STATE OF FLORIDA PARCEL ID: 24-34-25-00-3 ORB 1113, PG. 757

AutoCAD SHX Text

FDOT REFERENCE LINE

AutoCAD SHX Text

ALLEN LB6723

AutoCAD SHX Text

RECORD VALUES PER FDOT R/W MAP

AutoCAD SHX Text

PUBLIC BOAT RAMPS 8195 W KING ST COCOA, FL 32926

AutoCAD SHX Text 10.0

AutoCAD SHX Text 10.10

AutoCAD SHX Text

= SPOT ELEVATION, AT GROUND

AutoCAD SHX Text

= SPOT ELEVATION, HARD SURFACE

AutoCAD SHX Text

= SPOT ELEVATION, TOP OF DOCK

AutoCAD SHX Text

STATE ROAD 520

AutoCAD SHX Text

JAMES G BOURBEAU MEMORIAL PARK 8195 W KING ST COCOA, FL 32926

AutoCAD SHX Text

ST JOHNS RIVER BRIDGE

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

BREVARD COUNTY

AutoCAD SHX Text

JOHNS

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

F. BURTON SMITH REGIONAL PARK

AutoCAD SHX Text

LEROY WRIGHT RECREATION AREA

AutoCAD SHX Text

SATELLITE BLVD

AutoCAD SHX Text

STATE ROAD 520

AutoCAD SHX Text

BARCELONA AVE

AutoCAD SHX Text

CHELSIE AVE

AutoCAD SHX Text

AIRBOAT AVE

AutoCAD SHX Text

BRECKINRIDGE AVE

AutoCAD SHX Text

MISSILE AVE

AutoCAD SHX Text

SOGGY BOTTOM AVE

AutoCAD SHX Text

TERRI LEE AVE

AutoCAD SHX Text

PC STA. 29+25.47

AutoCAD SHX Text

= POINT OF CURVATURE

AutoCAD SHX Text

FDOT

AutoCAD SHX Text

= FLORIDA DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

FPL EASEMENT ORB 2779, PG. 1525 SEE SURVEYOR'S NOTE NO. 7

AutoCAD SHX Text

FPL EASEMENT ORB 2779, PG. 1525 SEE SURVEYOR'S NOTE NO. 7

AutoCAD SHX Text

FPL EASEMENT ORB 2779, PG. 1525 SEE SURVEYOR'S NOTE NO. 7

AutoCAD SHX Text

AKA W. KING ST

AutoCAD SHX Text

SOURCE BENCHMARK, OUT OF SCALED VIEW, SEE SURVEYOR'S NOTE NO. 4

AutoCAD SHX Text P.R.E.

AutoCAD SHX Text

= PERPETUAL RIGHT-OF-WAY EASEMENT

	2024-03-08T17:17:38-0500
Samuel C Bowers

File details come from the government source that posted it. Updated Aug 25, 2025.