26-ITB-013_TOPOGRAPHIC_SURVEY.pdf

SITE CONTROL POINT #805

N = 1868214.16

E = 589220.10

EL. = 28.57'

SET MAG NAIL AND DISK

STAMPED "BOWMAN CG LB 8030"

SITE CONTROL POINT #806

N = 1868583.49

E = 589318.91

EL. = 30.21'

SET 5/8" IRON ROD

AND CAP STAMPED

"BOWMAN CG LB 8030"

SITE CONTROL POINT #812

N = 1868175.77 E = 589646.90

EL. = 29.15'

SET 5/8" IRON ROD

AND CAP STAMPED

"BOWMAN CG LB 8030"

SITE CONTROL POINT #811

N = 1868587.78 E = 589746.70

EL. = 29.20'

SET 5/8" IRON ROD

AND CAP STAMPED

"BOWMAN CG LB 8030"

SITE CONTROL POINT #807

N = 1868590.26

E = 589497.33

EL. = 29.55'

SET 5/8" IRON ROD

AND CAP STAMPED

"BOWMAN CG LB 8030"

SITE CONTROL POINT #808

N = 1868230.25

E = 589398.62

EL. = 29.11'

SET 5/8" IRON ROD

AND CAP STAMPED

"BOWMAN CG LB 8030"

SITE CONTROL POINT #900

N = 1868642.51 E = 589526.98

EL. = 30.20'

SET MAG NAIL AND DISK

STAMPED "BOWMAN CG LB 8030"

SITE CONTROL POINT #809

N = 1868152.95 E = 589501.59

EL. = 28.75'

SET 5/8" IRON ROD

AND CAP STAMPED

"BOWMAN CG LB 8030"

SITE CONTROL POINT #810

N = 1868596.52 E = 589592.93

EL. = 28.50'

SET 5/8" IRON ROD

AND CAP STAMPED

"BOWMAN CG LB 8030"

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E

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PROJECT NO

TOPOGRAPHIC

SURVEY

SHEET 2

TOPOGRAPHIC

SURVEY

SHEET 3

= CLEANOUT

= BOLLARD

C/O

CONC. = CONCRETE

TYP. = TYPICAL

= GLOBAL POSITIONING SYSTEMG.P.S.

N/A = NON APPLICABLE

LB = LICENSED BUSINESS

= PUBLISHED CONTROL POINT

= FOUND IRON ROD

U.S. = UNITED STATES

EL. = ELEVATION

x14.52 = EXISTING ELEVATION

= NORTH AMERICAN VERTICAL DATUM N.A.V.D.

R.T.K. = REAL TIME KINEMATIC

= FOUND CONCRETE MONUMENT

= SET 5/8" IRON ROD AND CAP

STAMPED "BOWMAN CG LB 8030"

= INVERTINV.

= HIGH DENSITY POLYETHYLENE PIPEHDPE

LS = LICENSED SURVEYOR

= NATIONAL GEODETIC VERTICAL DATUMN.G.V.D.

= IDENTIFICATIONI.D.

F.F.E. = FINISHED FLOOR ELEVATION

LTD. = LIMITED

LAT. = LATITUDE

= LONGITUDELONG.

R/W = RIGHT-OF-WAY

= HANDICAPPEDHC

NSPS = NATIONAL SOCIETY OF

PROFESSIONAL SURVEYORS

= FLORIDA DEPARTMENT OF TRANSPORTATIONF.D.O.T.

= REINFORCED CONCRETE PIPERCP

= SET MAG NAIL AND DISK

= FOUND MAG NAIL

FL

AG

LE

R

CO

UN

TY

F

LO

RI

DA

C O

V E

R S

H E

E T

T- H

A N

G A

R T

A

XI

L A

N E

R

EH

A B

IL

IT

A

TI

O N

FL

A

G

LE

R E

XE

C

U

TI

VE

A

IR

PO

R T

A

IR

PO

R

T R

O A

D

SURVEYOR'S CERTIFICATION:

TO: AVCON, INC.

I CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PREPARED IN ACCORDANCE WITH THE "STANDARDS OF PRACTICE" FOR SURVEYING AND MAPPING IN THE STATE OF FLORIDA 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.

RICHARD E. BARNES, JR. DATE OF LAST FIELDWORK

FLORIDA SURVEYOR AND MAPPER

LICENSE No. 5173 rbarnes@bowman.com

BOWMAN CONSULTING GROUP, LTD., INC.

FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 8030

(LB 8030 = LICENSED BUSINESS NUMBER 8030)

DECEMBER 11, 2025

INDEX OF SHEETS:

SHEET 1 OF 2 COVER SHEET

SHEETS 2 & 3 OF 3 TOPOGRAPHIC SURVEY

NOT VALID WITHOUT ALL SHEETS LISTED IN INDEX

WV

= SIGN

= MAGNOLIA TREE WITH DIAMETER4

= MISCELLANEOUS TREE WITH DIAMETER4

= FIRE HYDRANT

X = FENCE

= CONTOUR ELEVATION10

WV

= WATER VALVE

= IRRIGATION VALVE

= SITE CONTROL POINT

= HANDICAPPED PARKING

= OVERHEAD UTILITY LINE

= GUY WIRE & ANCHOR

= MAGNOLIA TREE WITH DIAMETER4

= MISCELLANEOUS TREE WITH DIAMETER4

= BORE TEST HOLE (BY OTHERS)

= POWER POLE CONCRETE

= POWER POLE WOOD

= POST

1. THIS IS A TOPOGRAPHIC SURVEY AS DEFINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. SAID SURVEY MEETS THE "STANDARDS OF PRACTICE" FOR SURVEYING AND MAPPING, 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.

2. THE PURPOSE OF THIS SURVEY IS TO MAP FEATURES AND TOPOGRAPHY FOR THE T-HANGAR TAXI LANE REHABILITATION PROJECT AT THE FLAGLER EXECUTIVE AIRPORT LOCATED AT 201 AIRPORT ROAD, PALM COAST, FLORIDA. THE TOPOGRAPHIC INFORMATION IS BASED UPON A GROUND SURVEY PERFORMED IN

JUNE 2025. THE CONTOUR INTERVAL IS 0.5 FEET.

3. THE HORIZONTAL DATUM OF THE SURVEY IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT, FLORIDA STATE PLANE COORDINATES SYSTEM, EAST ZONE, TRANSVERSE MERCATOR PROJECTION. THIS REFERENCE WAS ESTABLISHED UTILIZING THE TRIMBLE VRS NOW NETWORK AND VERIFIED BY MULTIPLE OBSERVATIONS ON THE FOLLOWING DESCRIBED NATIONAL GEODETIC SURVEY

CONTROL POINTS.

"FLAGPORT" - PID: AQ2644: FOUND STAINLESS STEEL ROD IN SLEEVE WITH NATIONAL GEODETIC SURVEY

LOGO CAP STAMPED "FLAGPORT 1988"

NORTHING: 1865491.99

EASTING: 590451.78

ELEVATION: 30.44' (NAVD 88)

"FLAGPORT AZ MK" - PID: AQ2662: FOUND STAINLESS STEEL ROD IN SLEEVE WITH NATIONAL GEODETIC

SURVEY LOGO CAP STAMPED "FLAGPORT AZ MK 1988"

NORTHING: 1866562.12

EASTING: 591949.84

ELEVATION: 29.03' (NAVD 88)

THE BEARING BASIS SHOWN HEREON REFERS TO THE OBSERVED BEARING OF NORTH 14°58'39" EAST FOR

THE INVERSE OF THE SITE CONTROL POINTS 805 AND 806.

4. THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND ARE BASED UPON THE FOLLOWING DESCRIBED NATIONAL GEODETIC SURVEY CONTROL

POINTS.

"FLAGPORT" - PID: AQ2644: FOUND STAINLESS STEEL ROD IN SLEEVE WITH NATIONAL GEODETIC SURVEY

LOGO CAP STAMPED "FLAGPORT 1988"

NORTHING: 1865491.99

EASTING: 590451.78

ELEVATION: 30.44' (NAVD 88)

"FLAGPORT AZ MK" - PID: AQ2662: FOUND STAINLESS STEEL ROD IN SLEEVE WITH NATIONAL GEODETIC

SURVEY LOGO CAP STAMPED "FLAGPORT AZ MK 1988"

NORTHING: 1866562.12

EASTING: 591949.84

ELEVATION: 29.03' (NAVD 88)

5. THIS SURVEY WAS PERFORMED UTILIZING G.P.S.-R.T.K. PROCEDURES AND TRADITIONAL SURVEY PROCEDURES WITH MULTIPLE MEASUREMENTS, AND HAS A STATISTICAL HORIZONTAL AND VERTICAL

POSITIONAL PRECISION OF LESS THAN 0.07 FEET.

6. ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF.

7. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND SEAL OR ELECTRONIC SIGNATURE OF A FLORIDA

LICENSED SURVEYOR.

8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

9. THE AERIAL IMAGERY SHOWN HEREON ARE TILED AERIAL IMAGES DATED 2022 AND WERE OBTAINED FROM

THE FLORIDA DEPARTMENT OF TRANSPORTATION AERIAL LOOKUP SYSTEM WEBSITE:

HTTPS://FDOTEWP1.DOT.STATE.FL.US/AERIALPHOTOLOOKUPSYSTEM AND ARE FOR INFORMATIONAL

PURPOSES ONLY.

11. 1-A SURVEY CERTIFICATION:

THIS SURVEY EXCEEDS THE FEDERAL AVIATION ADMINISTRATION (FAA) 1-A SURVEY STANDARDS REQUIREMENTS WITH A HORIZONTAL CODE TOLERANCE OF LESS THAN +/- 20 FEET AND A VERTICAL CODE

TOLERANCE OF +/- 3 FEET.

SURVEYOR'S NOTES:

TOPOGRAPHIC SURVEY

T-HANGAR TAXI LANE REHABILITATION

FLAGLER EXECUTIVE AIRPORT

201 AIRPORT ROAD

SECTION 7, TOWNSHIP 12 SOUTH, RANGE 31 EAST

FLAGLER COUNTY, FLORIDA

LOCATION MAP

NOT TO SCALE

SURVEY

LOCATION

E MOODY

BLVD.

PALM COAST

FLAGLER

EXECUTIVE

AIRPORT

I-95

KEY MAP

SCALE: 1" = 200'

OLD MOODY BLVD.

B U

LL

D

O G

D R

A

IR

PO

R

T R

D

E. HIGHWAY 100

LEGEND:

BTM = BOTTOM

.83

.89

.84

.94

29.91'

.00

.02

.96

.9

1'30 .00

'29 .98

29.90'

.85

29.78'

.86

.86

29.95' 30.19'

.13

.26

.55

.58

'30 .13

.05

.07

.12

.17

.30

.62

.62

.32 '30.23'

.27

.24

.13

.49

.53

.31

'30.24'

30.28'

.30

.28

.28

.56

.26

.64

.50

.84

.86

'29 .55

'29 .66

.67

.53

29.89'

.93

'29 .55

'29 .66

.59

.57

.94

29.84'

29.89'

.09

.14

.28

.38

'30 .24

.12

.13

.16

.18

.24

.40

.15

.26

.09

.08

.24

.39

.06

.15

.3'

.5'

.1'

.9'

.3'30

.5'

30.1'

.1'

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.0'

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.3'30

.6'

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30.4'

30.3'

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.3'

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.3'29.0'

.2

.3'

.6'

.9'29

.5'

29.6'

.6'

.5'

29.8'

29.8'

.3'

.2

29.0'

.3

.5'29

.4' 29.5'

.5' 29

.9'

.9'

29.4'

.5'

.3'

.5'

29.2'

.3

.3'

.4'

29.7'

.5'29

.6'

.5'

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.9'

.0'

29.6'

.5'

.0'

.0

.7'

.3'

.0'

.0'

30.3'

.6'

.4'

.3

.8'

.3'

.0' 29.5'

.1'

29.7' 30.2'30

.1'

.3'

.2'

29.8'

.6'

.6'

.8'

.1'

.2'

.8'

.1'

.6'

.1'

29.2'

29.15'

29.15'

.18

.26 ' 29.24'

.28

29.19'

29.33'

.28

29.21'

.16

'29 .63

' 29 .78

27.88'

27.56'

.56

28.05'

.72

28.84'

.81

' 28.94'

28.96'

28.86'

.27

.68

27.69'

.63

27.62'

.8'

.8'

29.6' 29.8'

30.51'

.48

'30 .59

.50

.51

30.53'

30.56'

.55

.48

.42

'30 .59

.57

30.38'

30.39'

.34

.20

.21

.23

'30 .58

30.56' 30.19' 30.14'

30.04'

.02

29.89'

.89

.49

.40

'30 .02

'29.95'

.91

.11

.20

.27

.50

.54

.26

'30.27'30.25'

.35

.39

.42

.52

.52

'30 .36

30.37'

30.44'

.47

.44

.47

.59

30.23'

.55

.48

' 30 .40

.40

.48

.46

.44

.41

.43

.44

.21

.42

.25

.22

.40

.00

.89

.7

4'

.96 ' 30 .30

.50

.48

.30

.31

.17

.17

29.81'

.79

.0'

30.3'

30.4'

.1'

.0'30

.4'

30.1'

30.1'30 .0'

.1'

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.2'

.0'

.2'

.3'

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30.4'

30.1'

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.6'

30.4'

30.4'

30.3'

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.6'

30.4'

30.4'

30.4' 30 .4'

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30.5'

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30.6'30 .1'

30.6'

30.6'

30.6'

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.3'30 .1'

30.2' 30.6'

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30.4'

30.5'

30.4'

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30.3'

30.6'

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30.1'

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.1'

.1'

30.2' 30 .1'

.0'

.9'

.3'

.3'

29.84'

.06

.09

'30 .11

.17

.07

30.15'

.07

30.52'

.4'

.4'

.2'

.4'

.4'

.0'

.06

29.90'

29.24' 29 .29

28.80'

28.76'

.05

'29 .22

'29 .29

.64

'30 .03

.17

.37

.41

.44

.37

.27

.15

.06

.31

.44

.46

.38

30.14'

.48

30.64'30 .87

.93

.04

.86

.68

.64

.4' 30

.5'

.2' 30

.6' WV

.6'

.7'

30.5'

.3'

.2'

.2' 29 .9'

29.7'

29.7'

.9'

30.0'

.9'

.0' 30 .1'

.8'

.1'

.0'

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.3'

.0'

.3'

30.1'30 .4'

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FO

.5'

.3'30.3'30

.2'

.2'

.3'30.4'

30.4'30.3'

.4'30

.5'

.7'

.9'31.0'

.1

'30.9'

.7'

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.30

'30 .40

.48

.26

' 30.22' 30.40'

.44

.38

'30 .41

'30 .57

.58

.24

' 30.24'

.37

.33

.33

.48

30.53'

30.57'

.26

.23

.22

30.26'

.42

.32

.28

30.26'

.92

'30 .51

.24

30.28'

30.29'

30.32'

.34

.50

.94

30.94'

.60

.37

30.38'

30.37'

30.30'

.32

.54

.94

30.89'

.51

.29

30.29'

30.28'

30.15'

.21

.44

.90

30.93'

.40

.20

30.15'30 .17

.22

.24

.46

.92

30.85'

.48

.28

30.24'

.23

.53

.86

.26

.25

.23

.21

.24

.27

30.27'

30.29'

.32

.32

.31

.41

.37

.61

.59

.61

.70

.68

.27

.39

.23

.22

.36

.29

.46

.38

'30 .35

.45

.28

.39

'30 .56

.4'

.7'

30.4'

30.4'

30.3'

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.5'30 .3'

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30.5'

30.3'

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30.9'

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30.4'

30.2'

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30.8'

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30.5'

30.3'

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30.8'

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30.6'

30.5'

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30.9'

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30.5'

30.3'

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28.4'

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30.4'

30.4' 30.4'

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.6'

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30.3' 30.6'

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30.4'

30.5' 30.4'30

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30.31'

.36

.34

30.34'

.45

.42

.35

.34

.35

.31

.33

.31

.30

.32

30.47'

.75

.76

.43

.42

.71

.43

.80

.50

.67

.79

.95 '30

.94

.70

.58

.44

30.38'

30.40'

30.29'

30.10'

.73

.62

.65

.73

.80

.94

.56

'30 .44

.44

.44

30.37'

.43

.43

30.47'

.54

.17

.13

.12

.12

.06

.10

.14

.13

.38

'30.36'

.45 '30 .64

'30 .93

.89

.59

.42

.40

.36

.33

.37 '30

.58 '30

.87

.85

.49

.40

.36

.41

.40

'30 .39

30.59'

.89

30.87'

.55

.44

30.40'

.41

.42

.48 '30

.58

.85

.88

.69

30.22'

.14

' 29.82'

.85

30.7'

.8'

.7'

.5'

.1'

.6'

.7'

.2'

.4'

.8'29

.6'

.0'

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.6'29 .6'30

.0'

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.7'29 .6'30

.0'

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30.1'

30.2'30 .1'

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.6'

30.8'

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30.6'

30.5'

30.4'

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30.7'

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30.4'30.4'

30.5'

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30.8'

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30.6'

30.4' 30.4'

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30.8'

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30.3'

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IRR

.33

.34

.28

.26

.30

.30

.39

' 30.36'

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29.7'

29.9'

29.9'

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.0'30 .2'29

.8' 29.8' 29 .5' 29

.4'

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.9'

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.8'

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28.2'

28.0'

28.0'

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28.2'

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.8'

30.80'

30.7'

30.6' 30.76'

.75

.76

.86

.7'

.8'

.9'

.04

.00

28.95'

28.91'29.15'29 .56

.64

29.92'

30.44' 30.82' 30

.87

.41

.17

.74

.25

.87

.77

.85

28.82'

.90

.37

.66

.76

.47

.68

'29 .87

.98

.81

.97

'30 .09

.20

.14

30.18'

30.27'

30.40'

.40

.40

30.30' 30.20'

.8'

.8'

GATE

GATE

6' CHAIN LINK FENCE

WITH BARBED WIRE

6' CHAIN LINK FENCE

WITH BARBED WIRE

GATE

6' CHAIN LINK FENCE

WITH BARBED WIRE

PRESSURE PLATE

FOR GATE SENSOR

ABANDONED SENSOR

POST

BOLLARD (TYP.)

"U" TYPE END WALL

INV. 15" RCP EL. 27.61'

CATCH BASIN

GRATE EL. = 29.22'

N. INV. 36" RCP EL. = 22.95'

S. INV. 36" RCP EL. = 22.91'

BTM. EL. = 22.51'

CATCH BASIN

GRATE EL. = 29.28'

N. INV. 36" RCP EL. = 23.04'

S. INV. 36" RCP EL. = 23.03'

BTM. EL. = 22.61'

CATCH BASIN

GRATE EL. = 29.33'

N. INV. 36" RCP EL. = 23.29'

S. INV. 36" RCP EL. = 23.22'

BTM. EL. = 22.78'

CATCH BASIN

TOP EL. = 28.94'

E. .50' X 2.10' WEIR EL. = 27.68'

S. .50' X 2.10' WEIR EL. = 27.67'

E. INV. 28" RCP EL. = 24.00'

S. INV. 36" RCP EL. = 23.48'

BTM. EL. = 23.13'

CATCH BASIN

GRATE EL. = 27.69'

E. INV. 18" RCP EL. = 25.32'

W. INV. 28" RCP EL. = 24.21'

BTM. EL. = 23.62'

CATCH BASIN

GRATE EL. = 29.29'

W. INV. 28" RCP EL. = 26.35'

BTM. EL. = 26.15'

FFE = 29.64'

FFE = 29.65'

"U" TYPE END WALL

INV. 15" RCP EL. 27.55'

FFE = 30.58'

FFE = 30.63'

FFE = 30.64'

FFE = 30.58'

FFE = 30.59'

FFE = 30.58'

FFE = 30.62'

FFE = 30.64'

FFE = 30.94'

FFE = 30.88'

FFE = 30.88'

FFE = 30.96'

FIBER OPTIC

WIRE PULL BOX

CONC. PAD WITH

TRANSFORMER

CONC. PAD WITH

GATE EQUIPMENT

HANGAR "D"

HANGAR "C"

HANGAR "B"

HANGAR "A"

.28

CONC. SLAB WITH

SECURITY CONTROL

BOX

SITE CONTROL POINT #806

N. = 1868583.49

E. = 589318.91

EL. = 30.21'

SET 5/8" IRON ROD AND CAP

STAMPED "BOWMAN CG LB 8030"

SITE CONTROL POINT #807

N. = 1868590.26 E. = 589497.33

EL. = 29.55'

SET 5/8" IRON ROD AND CAP

STAMPED "BOWMAN CG LB 8030"

SITE CONTROL POINT #900

N. = 1868642.51 E. = 589526.98

EL. = 30.20'

SET MAG NAIL AND DISK

STAMPED "BOWMAN CG LB 8030"

SITE CONTROL POINT #811

N. = 1868587.78

E. = 589746.70

EL. = 29.20'

SET 5/8" IRON ROD AND CAP

STAMPED "BOWMAN CG LB 8030"SITE CONTROL POINT #810

N. = 1868642.51 E. = 589526.98

EL. = 30.20'

SET 5/8" IRON ROD AND CAP

STAMPED "BOWMAN CG LB 8030"

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

ASPHALT ASPHALT

ASPHALT

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

w w w .b ow m an co ns ul tin g.

co m

B ow m an C on su lti ng

G ro up , L td

S .E

. O ce an B lv d.

, S ui te

S tu ar t, F L

P ho ne

2)

-1

F ax

2)

-7

P R

O F

E S

S

IO

N A

L S

U R

V E

Y O

R S

A N

D M

A P

P E

R S

, C E

R T

IF

IC

A T

E N

O . L

B . 8

B O

A R

D O

F P

R O

F E

S S

IO

N

A L

E N

G

IN

E E

R S

, C E

R T

IF

IC

A T

E O

F A

U T

H O

R

IZ

A T

IO

N

N O

. 3

B ow m an

C on su lti ng G ro up

, L td

In c.

PROJECT NO

THIS MAP IS INTENDED TO BE

DISPLAYED AT A SCALE OF 1" = 20'

Feet

MATCH LINE "A" - SEE SHEET 3

20 40

FL

AG

LE

R

CO

RI

DA

T O

P O

G R

A P

H

IC

S U

R V

E Y

T- H

A N

G A

R T

A

XI

L A

N E

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A B

IL

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A

TI

O N

FL

A

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R E

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U

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A

IR

PO

R T

A

IR

PO

R

T R

O A

D

.14

29.15'

29.16'

29.05'

.10

.09

.47

.73

.81

.93

.53

.26

.19

.18

.20

.17

.15

.22

.50

.53

29.97'

29.80'29.75'

.51

.21

.03

.12

.16

.20

.19

.21

.27

29.30'

29.35'

29.48' 29.50'

29.49' 29.50'

29.61'

.64

.86

.99

'30 .11

'29 .62

.28

.96

.19

'29 .39

29.62'

.61

29.50'

.60

.79

.52

'29 .60

.63

.48

.83

.92

'29 .52

'29 .65

.57

.53

.35

.19

.09

.06

.01

.07

.24

.81

.48

.23

29.10'

29.15'

.19

.22

.2'30 .5'

30.4'

30.3'

.2'

.2'

.2'

.2'

.3'

30.4'

.1'

.3'

.1'

.2'

.1'30 .3'

30.0'

29.9'29.8'

.6'

.0'

.0'

.1'

.9'

.3'

.0'

.9'

.8'

28.6'

.6'

28.6'

.2'

.9'

.1'

.0'

.9'

.7'

.5'

29.4'

29.3'

29.2'

29.2'

.2'

.0'

.0'

.2'

.0'

.1'

.0'

.9'

.2'

.9'

.9'

.9'

.7'

.1'

29.0'

.1'

29.0'

.8'

.6

.4'

.9'

.0'

29.0'

.2'

29.4'

.5'

.3'

29.2'

.0'

28.9'

29.0'

.0

' 29 .6'29

.5'

29.5'

.5'

.5'

29.7'

29.7'

.2'

.0

28.9'

.1

.5'29

.2' 29.5'

.4'

29.8'

.9'

.6'

.4'

28.32'

.32

28.29'

.31

30.26'

.42

C/O

28.61'

.59

28.55' 28.54'

.07

' 29.01'

.95

28.97'

.03

28.97'

29.00'

.06

29.05'

.00

29.4'

.18

' 29 .18

.20

'29.20'

.45

.50

30.24'

30.10'

.10

.22

.28

.36

'30 .45

.53

.34

30.22'

.27

30.34'

30.51'

.62

'30.33'30.23'

.19

.17

.22

.28

30.46'

30.48'

.22

'30.10'

.98

.75

.91

.62

.42

.39

.32

.28

.34

.32

29.43'

29.58'

.91

.05

'30 .30

.95

.20

.40

.17

.35

.12

29.33' 29 .34

29.51' 29

.49

.68

.68

.96

.93

.08

.06

.27

.28

.5'

30.4' 30.3'

30.2' 30 .3'

.1'

30.3'

.1'

.2'

.2'

30.1'

.4'

.3'

.3'

.2'30

.5'

30.3'

30.2'

.1'

.8'

.2'

.3'

.8'

.2'

.4'

.8'

.3'

.6'

.2'

.6'

29.3' 29 .1'

.1'

.4'

.3'

.1'

.3'

.1'

29.4'

.9'

.2'

.5'

.2'

.2'

.5'

30.3'

30.2'

30.2'

.4'

.1'

.4'

.2'30

.3'

.6'

30.46'

.41

C/O

.2' 30

.6'

.4'

.3'

.1'

.6'

.4' 30

.3' 30.3'

.4'

.0'

.4'

.2'

.4'

.4'

.5'

.5'

.70

28.66'

.67

28.64'

.70

' 28.68'

.68

28.71'

.87

' 28.86'

.83

'28.83'

.34

29.33'

.25

29.27'

.39

.41

.41

29.34'

29.41'

.65

.92

.18

.18

.20

'30 .37

'30 .64

.57

30.28'

30.23'

30.34'

.39

.32

.54

.53

30.22'

.33

.32

.25

.32

.33

.32

.25

.28

.28

.17

.82

.59

.38

.34

.41

.42

.47

.47

.51

29.53'

.63

.74

.92

.36

'30 .40

.20

.16

.95

.78

29.63'

.55

.50

.57

.58

.57

.74

.62

.67

.77

.75

.86

.52

.24

.25

.27

.32

.54

.86

.87 '30

.63

.48

.30

30.37'

.30

.29

.40

.90

.90

'30 .45

.19

30.32'30 .34

.23

.45

30.90'

.23

.68

.70

.31

.25

.66

29.44'

.72

.25

.23

.28

.47

.25

.40

.33

.40

.33

.5'

30.9'

.5'

.3'

.9'

30.5'

30.3'

.7'

.4'

30.8'

.5'30

.4'

.3'

.8'

30.5'

30.3'

.4'

.4'

.3'

.5'

.4'

30.8'

.5'30

.4'

.4'

30.3'

30.4'

30.5'

.7'

.6'

.6'

.3'

.2'30

.1'

.3'

.3'

.7'

.8'

.1' 29

.9'

.4' 29

.8'

.5'

.8'

.9'

.2'

.1'

.4'

.5'30.8'30.6'

.7'

.7'

.4'29

.2'

.8'

28.7'

28.8'

28.8'

.0'

.5'

29.3'

.0'

.0'

.3'

.5'

.6'

29.5'

.5'

.3'

.3'

.3'

.3'

.3'

.3'

.4'

.4'

29.4'

29.3'

.3'

.3'

.2'

.1'

.6'

.6'

28.6' 28 .7'

.9'

.5'

.3'

.3'

.8'

.6'

.3'

.3'

.7'

.8'

.5'

.1'

.5'30 .5'

.0'

.3'

.7'

.4'

.3'

.2'

.3'

.48

C/O

28.3'

.4'

28.3'

28.4'

.4'

.2'27

.4'

.4'28

.3'

.4' 28.6'

.2' 28

.4'

.4'

28.4'

.3'

.6'

.4'

28.4'

28.4'

.1'

.1'27

.4'

.4'28

.3'

28.4'

28.3' 30.34'

.44

.27

.26

.00

29.50'

.43

'29.42'

.52

.98

.22

.41

.33

.27

.2'

.3'

29.3'

.2'

.5'

.4'

.5'

.3'

.4'

.4'

.4'

.4'

.4'

.5'

.6'

.7'

.5'

.4'

.5'

.5'

.8'

.1'

.9'

.3'

.8'

.6'

.0'

.5'

.6'30

.1'

.0'

.6'

.6'

.3'

.6'

.9'

.9'

.6'

.72

29.91'

.83

' 29.65'

29.55'

.54

.71

'29.72'

.01

.01

.32

30.34'

.31

.31

.24

.86

.77

.78 '29

.78 '29

.74

.72

.69

.70

.67

'29 .65

'29 .65

'29 .64

.59

'29 .60

.57

'29 .56

'29 .52

'29 .49

.50

.47

'29 .46

'29 .45

'29 .42

'29.42'

.32

.32

.72

.47

.45

'30 .79

.79

.44

.42

.43

.41

.38

.77

.19

.44

.64

.72

.64

.10

' 30.14'

30.33'

30.56' 30 .69

.74

.79

.88

.76

.73

.46

.42

30.39'

.41

.44

.44

.41

.44

.13

.18

.12

.15

.13

.17

.14

.08

.38

.34

'30 .63

'30 .89

.88

.66

.29

30.38'

.38

.40

.32

'30 .57

'30 .88

30.89'

.64

.40

30.41'

.42

.37

.33

'30 .61

'30 .86

30.86'

.54

.37

30.38'

.37

30.33'

.33

'30 .61

'30 .85

30.85'

.55

.45

.38

.38

'30.36'

.1'

30.3'

30.4'

30.5'

.7'

.2'

.5'

.8'

.8'

.5'

.0'

.1'

.0'

.0'

.1'

.3'

.5'

.1'

.9'

.1'

.1'

.9'

.1'

.6'

30.7'

.7'

.4'

.4'

.4'

30.8'

.7'

.5'

.6'30

.7'30 .1'

30.8'

.6'

.4'

30.4'

.5'30

.7'

.9'

.4'

.8'

.4' 30.3'

.4'30

.7'

30.8'

.8'

.6'

.2'

.5'30

.7'30 .3'

30.8'

.7'

.4'30.3'

30.4'

.4'30 .6'

.8' 30

.3'

.9'

30.9'

30.9'30 .9'

.9'

.7'

.6'

.3'

.2'

.8'

.1'

.1'

.3'

.6'

.7'

.9'

.0'

.1' 31

.0'

.5'30

.4'

.4'

.9'

.9'

.7'

.6'

.6'

.6'

.5'

.34

.33

.31

.34

.37

.36

6' CHAIN LINK FENCE

WITH BARBED WIRE

CATCH BASIN

GRATE EL. = 28.31'

N. INV. 24" RCP EL. = 22.68'

E. INV. 36" RCP EL. = 21.31'

W. INV. 36" RCP EL. = 21.31'

BTM. EL. = '

CATCH BASIN

GRATE EL. = 28.61'

N. INV. 36" RCP EL. = 22.07'

W. INV. 36" RCP EL. = 21.07'

BTM. EL. = 21.08'

CATCH BASIN

GRATE EL. = 29.07'

N. INV. 36" RCP EL. = 22.58'

E. INV. 36" RCP EL. = 22.73'

S. INV. 36" RCP EL. = 22.72'

BTM. EL. = 22.41'

CATCH BASIN

GRATE EL. = 29.03'

N. INV. 36" RCP EL. = 22.78'

S. INV. 36" RCP EL. = 22.72'

BTM. EL. = 22.18'

CATCH BASIN

GRATE EL. = 29.06'

N. INV. 36" RCP EL. = 22.78'

S. INV. 36" RCP EL. = 22.80'

BTM. EL. = 22.26'

BTM. EL. = 22.51'

CATCH BASIN

GRATE EL. = 28.70'

E. INV. 36" RCP EL. = 23.22'

W. INV. 36" RCP EL. = 23.11'

BTM. EL. = 22.54'

CATCH BASIN

GRATE EL. = 28.71'

E. INV. 12" HDPE EL. = 26.21'

BTM. EL. = 24.09'

CATCH BASIN

GRATE EL. = 28.87'

E. INV. 24" RCP EL. = 23.85'

S. INV. 12" HDPE EL. = 25.34'

W. INV. 36" RCP EL. = 23.91'

BTM. EL. = 23.24'

CATCH BASIN

GRATE EL. = 29.34'

E. INV. 24" RCP EL. = 24.08'

W. INV. 24" RCP EL. = 24.13'

BTM. EL. = 23.73'

FFE = 29.64'

FFE = 30.60'

FFE = 30.60'

FFE = 30.62'

FFE = 30.94'

FFE = 30.99'

FFE = 30.88'

CONC. PAD WITH

TRANSFORMER

CONC. PAD WITH

CLEAN OUT

CONC. PAD WITH

CLEAN OUT

CONC. PAD WITH

CLEAN OUTHANGAR "D"

HANGAR "C"

HANGAR "B"

HANGAR "A"

.32

30.22'

SITE CONTROL POINT #805

N. = 1868214.16

E. = 589220.10

EL. = 28.57'

SET MAG NAIL AND DISK

STAMPED "BOWMAN CG LB 8030"

SITE CONTROL POINT #809

N. = 1868152.95

E. = 589501.59

EL. = 28.75'

SET 5/8" IRON ROD AND CAP

STAMPED "BOWMAN CG LB 8030"

SITE CONTROL POINT #812

N. = 1868175.77 E. = 589646.90

EL. = 29.15'

SET 5/8" IRON ROD AND CAP

STAMPED "BOWMAN CG LB 8030"

SITE CONTROL POINT #808

N. = 1868230.25 E. = 589398.62

EL. = 29.11'

SET 5/8" IRON ROD AND CAP

STAMPED "BOWMAN CG LB 8030"

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

ASPHALT

ASPHALT ASPHALT

ASPHALT

ASPHALT

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

CONC.

w w w .b ow m an co ns ul tin g.

co m

B ow m an C on su lti ng

G ro up , L td

S .E

. O ce an B lv d.

, S ui te

S tu ar t, F L

P ho ne

2)

-1

F ax

2)

-7

P R

O F

E S

S

IO

N A

L S

U R

V E

Y O

R S

A N

D M

A P

P E

R S

, C E

R T

IF

IC

A T

E N

O . L

B . 8

B O

A R

D O

F P

R O

F E

S S

IO

N

A L

E N

G

IN

E E

R S

, C E

R T

IF

IC

A T

E O

F A

U T

H O

R

IZ

A T

IO

N

N O

. 3

B ow m an

C on su lti ng G ro up

, L td

In c.

PROJECT NO

THIS MAP IS INTENDED TO BE

DISPLAYED AT A SCALE OF 1" = 20'

Feet

FL

AG

LE

R

CO

RI

DA

MATCH LINE "A" - SEE SHEET 2

20 40

T O

P O

G R

A P

H

IC

S U

R V

E Y

T- H

A N

G A

R T

A

XI

L A

N E

R

EH

A B

IL

IT

A

TI

O N

FL

A

G

LE

R E

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C

U

TI

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A

IR

PO

R T

A

IR

PO

R

T R

O A

D