7-0.7 Topographic Survey.pdf

PDF 12 MB Posted Aug 12, 2026

Attached to: Construction of T-Hangars
Solicitation number: 2026-15
Issued by: Seminole County, Florida

About this file

Written by GovTribe AI · Sep 30, 2026

This is a Topographic Survey document prepared for the Suwannee County Board of County Commissioners in Florida related to the Construction of T-Hangars project. The survey provides detailed topographic mapping and site analysis for the proposed aircraft hangar facility. The document establishes baseline site conditions and elevations necessary for planning the excavation, embankment, foundation design, and overall site development work. The topographic survey serves as a critical preconstruction document that informs the design-build approach for the hangar structure, taxilanes, connecting driveways, utility routing, and drainage systems specified in the project scope.

The survey data captured in this document will be utilized by bidders and the design-build contractor to accurately estimate costs for site preparation, grading, and foundation work associated with the T-hangar construction. This topographic information ensures that pricing proposals account for actual soil conditions, site slopes, and elevation changes rather than relying on assumptions. The survey establishes the technical foundation for competitive bidding and supports accurate project cost estimation, scheduling, and execution of the comprehensive site and structural improvements required for the aircraft hangar facility.

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VOYLES STREET / 80TH TERRACE

CERTIFIED TO: Scale:

Checked:

Drawn:

Field Book:

Pages:

Dwg. Name:

Dwg. Date:

Proj. No.

LIMITED SCOPE TOPOGRAPHIC SURVEY

IN SECTION 21, TOWNSHIP 02 SOUTH, RANGE 13 EAST, SUWANNEE COUNTY, FLORIDA

Sheet:

1"=30'

R.White A.Cortina

0804-24-001-LT

11/22/2024

0804-24-001

LIMITED SCOPE TOPOGRAPHIC SURVEY

13302 80th Terrace Live Oak, FL 32060

LOCATION MAP

NOT TO SCALE

ABBREVIATIONS

DIR = DIRECTION

EP = EDGE OF PAVEMENT

FFE = FINISHED FLOOR ELEVATION

HVAC = HEATING, VENTILATION & AIR CONDITIONING

INV = INVERT

JBPRO = JBROWN PROFESSIONAL GROUP

LB = LICENSED BUSINESS

LS = LICENSED SURVEYOR

NAVD88 = NORTH AMERICAN VERTICAL DATUM OF 1988

PCP = PERMANENT CONTROL POINT

PVC = POLYVINYL CHLORIDE

PLS = PROFESSIONAL LAND SURVEYOR

RCP = REINFORCED CONCRETE PIPE

ST = STORM STRUCTURE

TRAV PT = TRAVERSE POINT

SYMBOL LEGEND

PAVEMENT/ ASPHALT LINE

BUILDING OUTLINE

FENCE LINE

STORM SEWER LINE

BENCHMARK

STORM SEWER MANHOLE

SEPTIC TANK LID

ELECTRIC METER

BOLLARD

TRANSFORMER

TELEPHONE PEDESTAL/SERVICE BOX

WATER FAUCET

OTHER MARKER

SPOT ELEVATION - SOFT SURFACE

SPOT ELEVATION - HARD SURFACE

CONTOUR LINES

ASPHALT SURFACE

CONCRETE SURFACE

UNPAVED SURFACE

RIP RAP

THE MAP OF THE PROPERTY DESCRIBED HEREON WAS MADE UNDER MY SUPERVISION AND THIS MAP OF SURVEY FURTHER MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS IN CHAPTER 5J-17.05, FLORIDA ADMINISTRATIVE

CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THE MAP OF SURVEY SHOWN

HEREON IS A TRUE AND ACCURATE REPRESENTATION THEREOF TO THE BEST OF MY KNOWLEDGE, BEING SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON.

Certificate of Authorization No. LB8031

NOT VALID WITHOUT THE SIGNATURE AND

ORIGINAL RAISED SEAL OF A FLORIDA LICENSED

SURVEYOR & MAPPER OR VALID DIGITAL

SIGNATURE IN ELECTRONIC FORM

Richard L. White, PLS

Professional Land Surveyor

Florida License No. LS4816

SURVEYOR'S NOTES

1. THIS IS NOT A BOUNDARY SURVEY.

2. THIS LIMITED SCOPE TOPOGRAPHIC SURVEY IS LIMITED TO THE INFORMATION SHOWN HEREON.

3. ALL DISTANCES AS SHOWN HEREON ARE EXPRESSED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND BASED

ON THE NATIONAL GEODETIC SURVEY MONUMENT SUWAPORT (DB2714).

5. STATE PLANE COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, 2011

ADJUSTMENT, FLORIDA NORTH COORDINATE ZONE AND BASED ON MULTIPLE GPS OBSERVATIONS

REFERENCING THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK

(FPRN).

6. THIS SURVEY IS BASED ON MEASUREMENTS CONDUCTED ON NOVEMBER 13, 2024.

7. THE SIGNING LAND SURVEYOR HAS NOT BEEN PROVIDED A CURRENT TITLE COMMITMENT OF MATTERS

AFFECTING TITLE TO THE SUBJECT PROPERTY. THERE MAY EXIST DEEDS OF RECORD, UNRECORDED DEEDS, EASEMENTS OR OTHER MATTERS THAT COULD AFFECT THE BOUNDARIES OR TITLE TO THE

SUBJECT REAL ESTATE.

8. REPRODUCED COPIES THAT ARE NOT AT 24"X36" MAY NOT BE TO SCALE.

9. UNLESS OTHERWISE NOTED, CORNER MARKERS SHOWN HEREON WERE FOUND DURING THE COURSE OF

THIS SURVEY.

10. THIS SURVEY CONSISTS OF 2 SHEETS, NO SINGLE SHEET IS VALID OR COMPLETE WITHOUT THE REST.

AutoCAD SHX Text

ST-1

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ST-2

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ST-3

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ST-5

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ST-6

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ST-7

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ST-8

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ST-9

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ST-10

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ST-11

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HVAC DUCTWORK

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10" TRENCH DRAIN 1.4" DEEP

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AIRPLANE HANGAR FFE = 98.43'

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AIRPLANE HANGAR FFE = 98.14'

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AIRPLANE HANGAR FFE = 97.54'

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EAA CHAPTER 797 SINGLE STORY BUILDING

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SUBJECT PARCEL: A PORTION OF PARCEL: 21-02S-13E-05267-000000

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SHOWER WITH 6' SHEET METAL PRIVACY FENCE

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6' CHAIN LINK FENCE SURROUNDING AIRPORT PERIMETER

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6' CHAIN LINK FENCE SURROUNDING AIRPORT PERIMETER

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ST-12

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ST-13

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ST-14

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ST-15

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ST-16

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ST-17

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LIMITS OF TOPOGRAPHIC SURVEY

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LIMITS OF TOPOGRAPHIC SURVEY

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LIMITS OF TOPOGRAPHIC SURVEY

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LIMITS OF TOPOGRAPHIC SURVEY

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ST-4

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(50' RIGHT-OF-WAY)

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SCALE 1" =

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1. AECOMAECOM

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AutoCAD SHX Text 132.21

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EST

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ELEC

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STORM WATER STRUCTURE TABLE

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STRUCTURE NAME

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STRUCTURE TYPE

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GRATE/RIM ELEVATION

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BOTTOM ELEVATION

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INV. DIR/TYPE

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ST-1

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YARD DRAIN

AutoCAD SHX Text 97.65'

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N=94.79'(8"PVC) S=94.79'(8"PVC)

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ST-2

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YARD DRAIN

AutoCAD SHX Text 96.86'

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N=94.16'(8"PVC) S=94.16'(8"PVC)

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ST-3

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YARD DRAIN

AutoCAD SHX Text 97.00'

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N=94.70'(8"PVC) S=94.70'(8"PVC)

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ST-4

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CATCH BASIN

AutoCAD SHX Text 96.91'

AutoCAD SHX Text 93.21'

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E=93.43'(15"RCP) W=93.56'(15"RCP) S=94.10(8""PVC)

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ST-5

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CATCH BASIN

AutoCAD SHX Text 96.88'

AutoCAD SHX Text 93.56'

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W=93.88(15"RCP) S=94.51"(15"RCP)

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ST-6

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CATCH BASIN

AutoCAD SHX Text 96.45'

AutoCAD SHX Text 93.05'

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W=93.32'(10"PVC) E=93.10(12"PVC)

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ST-7

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CATCH BASIN

AutoCAD SHX Text 96.74'

AutoCAD SHX Text 93.84'

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E=94.04'(10"PVC) S=94.22'(10"PVC)

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ST-8

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CATCH BASIN

AutoCAD SHX Text 97.51'

AutoCAD SHX Text 94.54'

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N=95.43'(10"PVC) S=96.01'(4"PVC)

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ST-9

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STORMWATER MANHOLE

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INNACESSIBLE

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INACCESSIBLE

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ST-10

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MITERED END SECTION

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N=92.56'(15"RCP)

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ST-11

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MITERED END SECTION

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N=88.87'(36"RCP)

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PROJECT LOCATION

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ST-12

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YARD DRAIN

AutoCAD SHX Text 97.68'

AutoCAD SHX Text N/A

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N=95.75'(8"PVC) S=95.75'(8"PVC)

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ST-13

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YARD DRAIN

AutoCAD SHX Text 97.61'

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N=95.55'(8"PVC) S=95.55'(8"PVC)

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ST-14

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YARD DRAIN

AutoCAD SHX Text 97.64'

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N=95.41'(8"PVC) S=95.41'(8"PVC)

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ST-15

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YARD DRAIN

AutoCAD SHX Text 97.71'

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N=95.25'(8"PVC) S=95.25'(8"PVC)

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ST-16

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YARD DRAIN

AutoCAD SHX Text 97.75'

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N=94.96'(8"PVC) S=94.96'(8"PVC)

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ST-17

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STORMWATER MANHOLE

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INNACESSIBLE

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N=94.95'(8"PVC) S=90.76'(36"RCP)

Richard White R Seal

ORTHORECTIFIED IMAGERY WAS COLLECTED ON 11/27/2024 AND IS FOR REFERENCE ONLY.

LIMITED SCOPE TOPOGRAPHIC SURVEY

IN SECTION 21, TOWNSHIP 2 SOUTH, RANGE 13 EAST, SUWANNEE COUNTY, FLORIDA

SUWANNEE COUNTY AIRPORT

LIVE OAK, FL

LIMITED SCOPE TOPOGRAPHIC SURVEY

Scale:

Checked:

Drawn:

Field Book:

Pages:

Dwg. Name:

Dwg. Date:

Proj. No.

Sheet:

1"=10'

RWhite A.Cortina

N/A N/A

0804-24-001-ST1

11/21/2024

0804-24-001

ABBREVIATIONS

DIR = DIRECTION

EP = EDGE OF PAVEMENT

HVAC = HEATING, VENTILATION & AIR CONDITIONING

INV = INVERT

JBPRO = JBROWN PROFESSIONAL GROUP

NAVD88 = NORTH AMERICAN VERTICAL DATUM OF 1988

PVC = POLYVINYL CHLORIDE

RCP = REINFORCED CONCRETE PIPE

TRAV PT = TRAVERSE POINT

SYMBOL LEGEND

PAVEMENT/ ASPHALT LINE

BUILDING OUTLINE

FENCE LINE

STORM SEWER LINE

BENCHMARK

STORM SEWER MANHOLE

SEPTIC TANK LID

ELECTRIC METER

BOLLARD

TRANSFORMER

TELEPHONE PEDESTAL/SERVICE BOX

WATER FAUCET

OTHER MARKER

CONTOUR LINES

ASPHALT SURFACE

CONCRETE SURFACE

UNPAVED SURFACE

RIP RAP

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SURVEY LIMITS

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SCALE 1" =

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AutoCAD SHX Text N

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EST

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ELEC

Sheets and Views

Suwannee County Airport Limited Scope Topo-S1 - OVERALL

Suwannee County Airport Limited Scope Topo-S-2

	2024-12-05T17:50:54-0500
Richard L White

File details come from the government source that posted it. Updated Sep 30, 2026.