IFB_26-014-DN_TOPOGRAPHIC_SURVEY.pdf

PERMANENT CONTROL POINT

"LEESPORT AZ"

PID: AK6950

FOUND STAINLESS STEEL ROD IN SLEEVE

STAMPED "LEESPORT AZ MK 1989"

N: 1634824.58 E: 395282.07

EL.: 72.82' (NAVD 88)

PERMANENT CONTROL POINT

"LEESPORT"

PID: AK6923

FOUND STAINLESS STEEL ROD IN SLEEVE

STAMPED "LEESPORT 1989"

N: 1632828.78 E: 397626.58

EL.: 68.94' (NAVD 88)

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GENERAL NOTES:

BOWMAN EXERCISED THE PROFESSIONAL STANDARD OF CARE IN THE PROPER

SELECTION AND APPLICATION OF SURFACE GEOPHYSICAL TECHNIQUES FOR MAPPING

THE SUBSURFACE UTILITIES WITHIN THE PROJECT LIMITS AS SHOWN ON THIS DRAWING.

BOWMAN DOES NOT GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL UTILITIES

WITHIN THE PROJECT AREA.

UTILITY INFORMATION IS BASED ON AVAILABLE FIELD AND RECORD INFORMATION.

LOCATION, SIZE, OR DEPTH MAY NOT BE ACCURATE IN ALL AREAS AS THESE MAY HAVE

BEEN MODIFIED AT SEGMENTS THAT HAVE NOT BEEN VERIFIED.

DESIGNATED UTILITIES MEET ASCE AND THE U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION DEFINITION FOR QUALITY LEVEL STANDARDS AS

DEFINED BELOW.

ASCE C-I 38-02 STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION

OF EXISTING SUBSURFACE UTILITY DATA:

QUALITY LEVEL B (QLB) INFORMATION OBTAINED THROUGH THE

APPLICATION OF APPROPRIATE SURFACE

GEOPHYSICAL METHODS TO DETERMINE THE

EXISTENCE AND APPROXIMATE HORIZONTAL

POSITION OF SUBSURFACE UTILITIES. THESE

FIELD LOCATED UTILITIES ARE SURVEYED.

SUBSURFACE UTILILTY ENGINEERING

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 TAXI LANE REHABILITATION AND COMMERCIAL HANGAR PROJECT AT THE LEESBURG INTERNATIONAL AIRPORT LOCATED AT US HIGHWAY 441, LEESBURG, FLORIDA. THE TOPOGRAPHIC INFORMATION IS BASED UPON A

GROUND SURVEY PERFORMED IN AUGUST 2025. THE CONTOUR INTERVAL IS 1 FOOT.

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 NATIONAL GEODETIC SURVEY CONTROL

POINTS:

"LEESPORT" - PID: AK6923: FOUND STAINLESS STEEL ROD IN PVC SLEEVE WITH NATIONAL GEODETIC

SURVEY LOGO CAP STAMPED "LEESPORT 1989"

NORTHING: 1632828.78

EASTING: 397626.58

ELEVATION: 68.94' (NAVD 88)

"LEESPORT AZ" - PID: AK6950: FOUND STAINLESS STEEL ROD IN PVC SLEEVE WITH NATIONAL GEODETIC

SURVEY LOGO CAP STAMPED "LEESPORT AZ MK 1989"

NORTHING: 1634824.58

EASTING: 395282.07

ELEVATION: 72.82' (NAVD 88)

4. THE BEARING BASIS SHOWN HEREON REFERS TO THE OBSERVED BEARING OF SOUTH 49°35'33" EAST FOR

THE INVERSE OF THE ABOVE DESCRIBED CONTROL POINTS.

5. THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD 88) AND ARE BASED ON THE FOLLOWING NATIONAL GEODETIC SURVEY CONTROL POINT:

"L 736" - PID: DL7544: FOUND DEEP ROD WITH LOGO CAP "L 736 2010"

NORTHING: 1634071

EASTING: 397729

ELEVATION: 72.95' (NAVD 88)

6. 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.

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

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

LICENSED SURVEYOR.

9. 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.

10. NO UNDERGROUND UTILITIES WERE LOCATED OTHER THAN SHOWN.

11. 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.

SURVEYOR'S NOTES:

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)

AUGUST 22, 2025

F. CREW F. BOOK PAGE

CS 25-295 58-75

HF XX-XXX XX

INDEX OF SHEETS:

SHEET 1 OF 2 COVER SHEET

SHEET 2, 3, 4, & 5 OF 5 TOPOGRAPHIC SURVEY

NOT VALID WITHOUT ALL SHEETS LISTED IN INDEX

KEY MAP

SCALE: 1" = 250'

SHEET 2

SHEET 3 SHEET 5

SHEET 4

TOPOGRAPHIC SURVEY

TAXI LANE REHABILITATION AND

COMMERCIAL HANGAR PLAN

LEESBURG INTERNATIONAL AIRPORT

US HIGHWAY 441

SECTIONS 21 AND 22, TOWNSHIP 19 SOUTH, RANGE 25 EAST

LAKE COUNTY, FLORIDA

WV

= SITE CONTROL POINT

= SANITARY SEWER MANHOLE

= UNDERGROUND FIBER OPTIC (QLB)

= UNDERGROUND ELECTRIC (QLB)

= UNDERGROUND TELEPHONE (QLB)

= UNDERGROUND WATER (QLB)

= ELECTRIC BOX

= ELECTRIC HAND HOLE

= FIBER OPTIC HAND HOLE

= LIGHT POLE

= GUY WIRE & ANCHOR

ELEC.

F

EM

= ROOF DRAIN

= WATER SPIGOT

= CARD READER

= CONCRETE

= SPOT ELEVATION (PAVEMENT)100.00

= SPOT ELEVATION (GROUND)100.0

= FENCE

= 5' CONTOUR LINE

= 1' CONTOUR LINE

X"

= PALM TREE WITH DIAMETER

BFP = BACKFLOW PREVENTER

BTM = BOTTOM

CONC. = CONCRETE

E: = EASTING

EL. = ELEVATION

ELEC. = ELECTRIC

EM = ELECTRIC METER

FDC = FIRE DEPARTMENT CONNECTION

FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION

FFE = FINISHED FLOOR ELEVATION

G.P.S. = GLOBAL POSITIONING SYSTEM

HDPE = HIGH DENSITY POLYETHYLENE PIPE

INV = INVERT

IRR = IRRIGATION CONTROL VALVE

N: = NORTHING

NGS = NATIONAL GEODETIC SURVEY

NAVD = NORTH AMERICAN VERTICAL DATUM

PID = PERMANENT IDENTIFIER

PVC = POLYVINYLCHLORIDE

RCP = REINFORCED CONCRETE PIPE

TYP. = TYPICAL

UGFH = UNDERGROUND FIRE HYDRANT

WM = WATER METER

WV = WATER VALVE

LEGEND:

FD

SAN

1.0

5.0

SURVEY

LOCATION

LEESBURG

INTERNATIONAL

AIRPORT

EC

HO

D R.

US HIGHWAY 441

AIRPORTBLVD.

EC

HO

D R.

LEESBURG

INTERNATIONAL

AIRPORT

TA

VA

RE

S

AV

E.

W

IL

CO

D

R.

US HIGHWAY 441

AIRPORT BLVD.

ST

EW

AR

T

LN

X"

= CRAPE MYRTLE TREE WITH DIAMETER

= ELECTRIC SERVICE CABINET

= FIRE HYDRANT

WM

= STORM MANHOLE

= SIGN

= BOLLARD

STORM

= CLEANOUT

= CONCRETE POST

C/O

= UG. FIBER OPTIC MARKER

= UNDERGROUND WATER TANK

FO

= OIL MANHOLE

= SATELLITE DISH

= SECURITY HAND HOLE

.97

.82

80.98'

.84

.00

80.94'

80.92'

80.95'

80.90' 81 .00

.76

.88

.03

.00

.82

.75

.00

80.96'

80.88'

.99

80.96'

80.91'

.02

.02

.79

.52

.42

80.75'

.01

.02

.71

.40

80.29'

.72

.04

.94

.90

.00

80.92' 80 .9

0'

.8

1'80.83'

80.7'80.7'

.8'

80.4'80.2' 80.3'

.3'

.2'

.3'

.4' 80.9'

.6'

.4'

.3'

80.4'

.5' 80

.5'

.5'

.6'

80.8'80.7' 80.8'

.8' 80.7'

.6'

.5'

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.4'

.4'

.4'

.5'

.7'

80.9' 80.7'

80.8'

.9'

80.8'

.8'

.6'

.6'

80.7'

80.5' 80.4' 80

.5

80.8'80.7' 80.8'

80.1' 80.8'

80.6'

.7'

80.7'

80.7' 80.6' 80.6'

80.8'

80.8'80 .7'

80.8'

80.2' 80.7'

.8'

80.8'

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80.9'

81.2'

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.2'

82.5'

.6'

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.4'

80.66'

80.74'

.74

'81.00'

.05

.84

.82

.8

2'

80.89'

80.92'80.93'

80.90'

80.86'

.78

80.98'

81.01'81.00'

.76

.81

.75

80.71'

.89

80.79' 80.81'

80.85'

80.94'

80.69'

.71

80.93'

80.92'

80.74'

.45

80.51'

.77

.92

.94

.81

.41

.58

.83

.93

.93

.91

.50

.33

.93

.8'

.0'

.2'

80.3'

.4'

.5'

.2'

.3'

.4'

.3'

.6'

80.5'

80.7'

80.6'

80.4' 80.4'

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80.5'

80.5'

.6'

80.6'

.5'

80.5'

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80.6'

.7'

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80.6' 80.6' 80.6'

.5'

.5'

.6'

.8'

.5'

.7'

80.8'

80.7'

.5' 80.3'

80.3'

.7'

.8'

.7'

.7'

.7'

.5'

.7'

.7

.7' 80

.6'

80.7'

80.5'

.2'

.3'

80.3'

.2'80.2'

80.2'

.9'80.2'

.1'

.7'

.0'

.7'

79.9'79 .8'

80.49'

80.58'

.72

.70

.60

.60

.72

.75

.98

.19

81.22'

.06

.09

.93

.67

.41

.16

.08

.09

.30

.52

.14

'81.05'

80.75'80 .80

'80 .75

.46

.20

.16

.10

.08

.29

80.71'

.94

.08

.13

.22

.43

81.42'

.64

.18

'80 .77

.69

.60

'80 .54

.52

.42

.52

80.37'

80.30'

80.36'

.40

.56

.47

.60

.51

.33

.59

.63

.86

.96

.02

.93

.84

.76

.60

.43

'80 .22

.97

FD

WM

WM

C/OC/O

SAN

WV

WV

.94

.51

82.24'

WV

.18

UGFH SIGN

80.97'

.0

3'

79.91'

80.70'

.97

'80.96'

80.61'

.97

.05

80.63'

.93

.90

80.58'

.01

.79

.56

.90

.92

.49

.82

.00

80.50'

.90

.92

.49

.95

.99

.93

.8

1'

.03

80.20'

80.18'

.05

.01

.16

80.22'

.20

.08

.98

.06

.21

.22

.10

.96

.17

.21

.18

.15

.00

.28

.19

.20

.24

.10

.6'

.3

.0'

.0'

80.0'

.6'

80.6'

80.1'

.4'

.0'

80.0'

.0'

.5'

.5'

.6'

80.2'

.1'80

.0'

80.0'

79.8'

.9'80

.0' 79 .5'

.2'

80.6'

.4'

.7'

80.7'

80.3'

.0'

79.8'

.8'

80.0'

.0'

80.0'

80.4'

80.6'

79.7' 79 .6

.8'

80.6'

80.4'

80.2' 80.1'

80.0'

80.0' 80.0'

.2'

80.4'

.7'

.8'

.6'

.9'

80.7'

80.5'

80.2'80.0' 79.9'

.0'80

.1'80.2' 80.5'

80.7'

.1'

.9'

80.1'

.0

80.0'80 .0'80

.1'

.1'

.5'

.0'

.5'

.6'

.7'

.0'

.1'

.0'

.2'

.8'

.5'

.3'79

.4'

80.0'

.0'79

.9'

.0'

.0'

.9'

.0'

.8'79

.9'

80.0'

.3'79 .1'79

.2'

80.0'

.0'80

.0'

.0'

.9'

.8'

.0'

.8'79

.9'

.9'

.3'79

.0'79 .1'

79.9'

.9'79

.9'

.0'

.9'

79.8'

.0'

.0'80

.1'

80.0'

.2'79

.2'79 .1'

79.9'

.8'

.0'

79.7'

79.9'

.8'

.7'79 .7'

79.8'

.1'79

.0'

.3'

.6'

.6'

.6'

.9'

80.17'

.98

.01

80.12' 80 .16

.92

IRR

FD

WM

WM

WV

WV

WV

80.87'

.86

.4

4'

.04

' UGFH SIGN

SAN

SAN

.5'80

.4'

.9'

.6'

80.4'

.1'

.9'

.7'

.6'

.7'

.83

.04

.09

.98

.98

.15

.18

.11

.28

.35

.57

.56

.39

.11

.91

.07

.99

.83

.88

.96

.97

.88

79.79'

.97

.04

.91

.98

.96

.02

.04

.30

.29

.27

.27

.21

.99

.89

.76

.61

.56

'79 .50

.1'

.9'

.6'

.7'

.3'

.4'

.1'

.2'

.1'

.7'

.5'

.6'

.5'

.4'

.2'

.6'

.5'

.1'

.6'

.13

'79 .91

.90

.14

.86

'80 .65

.64

.85

.5'

.2'

.9'

.6'

.7'

79.48' 80.06'

.19

.18

80.09'

.48

.57

.02

.19

.19

.03

.55

.90

.20

.23

.94

.57

.53

.90

.23

.22

.88

.51

.90

.19

.20

.91

.59

.62

.95

.20

.22

.94

.52

.31

.64

79.95'

.99

.70

.35

.92

' 79.88'

.94

.92

' 79.88'

.96

80.01'

.77

.75

.00

.99

.78

.48

.77

.00

79.92'

.8

7'

.97

79.96'

79.92'

.97

.00

.74

.48

.44

.73

.00

.00

.79

.46

.48

.78

.97

79.96'

79.91'

.96

.48

.70

.93

.66

.72

.20

.72

.47

.60

80.51'

.72

.48

.80

.17

.26

.03

80.65'

.22

.44

.78

.8'

79.7'

.9'

.6'

.5'79.5'

79.6' 79.6'

.6'

.9'

.8'

79.8'

.8' 79

.0' 79 .7'

.9'

.5'79.5'

79.6'

.5'

.6'

.5'

.9'

.7'

.8'

.9'

.7'

.9'

.1'

.6'

79.5'

.5'

79.5'

.5'79

.5'

.7'

.0'

.8'

.1'

.9'

.7'

.6'

79.5'

.6'

.5'

79.6'

.6'

.8'

.9'

.2'

.0'

.3'

.0'

.9'

.7'79 .5'

79.6'

.5'

79.6'

.7'

.9'

79.9'

.3'

.2'

.3'

.9'

79.8'

.7'

.5'

79.5'

79.5'79 .5'

.6'

79.8'

.3'

79.7'

79.3'79 .2'

.3'

.4'

79.8'

79.7' 79.6'

.7'

.5'

.3'

.2'

79.3'

.9'

79.8'

.5'

.4'

.4'

79.5'

79.3'

.4'79

.5'

79.6'

.7'

79.6'

79.8'

.7'

.7'

.6'

.5'79

.4'79 .4'

.4'

.4'

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.8'

79.5' 79.7'

.6'

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.5'79 .5'

79.4'

.3'

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.6'

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.6'

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.8'

.8'

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.5'79

.5'

79.5'

79.5'

.4'79

.5'

.6'

.7'79.6'

79.7'

.0'

.6'

.9' 78

.9'

80.2'

.4'

.9'

.5'

.4'

.4'

.5'

.0'

.4'

78.4'

.1'

.6'

.6'

.7'

.0'

.2'

80.5'

.0'

.9'

.0'

80.2'

.2'

.5'

.7'

.7'

.6'

.6'

79.4'

.2'

.8'

.8'

.8'

.9' 76 .2'

.5'

.3'

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.4'

.4'

.0'

.94

.95

.89

.57

.32

.99

.69

.49

'79 .52

.59

.59

.66

.63

.56

.56

'79 .62

.64

.57

.41

79.32'

.57

.44

.43

.57

.53

.56

.49

.48

.56

.59

.39

.29

.15

.27

.24

.35

79.46'

.51

.53

.48

.44

.44

.50

.52

.55

.48

.43

.50

.66

.96

.44

.78

WV 80

.04

.09

.78

.20

.5'

.8'

.0'

.8'

.3'

.1'

.5'

.1'

.7'

.1'

.1'

.1'

.7'

.6'

.1'

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.8'

.0'

.9'

.0'

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.0'

.2'

.6' 80.6'

.8'

.9'

.0'

.4'

80.5'

.9'

.9'

.8'

.6'

.4'

.2'

.2'

.2'

.2'

80.3'

.2'

.0'

.7'

.2'

.6'

.6'

.7'

.8'

80.8' 80 .7'

.0' 81 .1'

.1'

.0'

SAN

.9'

.8'

.7'

.7'

.7'

CHAIN LINK FENCE

10" PVC

CATCH BASIN

GRATE EL. = 79.73'

S.E. INV. EL. = 77.51'

BTM. EL. = 77.59'

SEWER MANHOLE

RIM EL. = 80.29'

N. INV. EL. = 76.23'

E. INV. EL. = 76.17'

W. INV. EL. = 76.20'

UGFH VAULT

UGFH VAULT

SEWER MANHOLE

RIM EL. = 81.05'

S. INV. EL. = 75.64'

W. INV. EL. = 75.67'

SEWER MANHOLE

RIM EL. = 79.96'

N. INV. EL. = 76.67'

E. INV. EL. = 76.64'

INV. 8" PVC

= 79.31' INV. 8" PVC

= 79.30'

INV. 8" PVC

= 79.45'

INV. 8" PVC

= 79.46'

INV. 8" PVC

= 79.58'

INV. 8" PVC

= 79.66'

INV. 8" PVC

= 79.78' INV. 8" PVC

= 79.88'

INV. 8" PVC

= 79.40'

INV. 8" PVC

= 79.56'

INV. 8" PVC

= 79.54'

INV. 8" PVC

= 79.52'

INV. 8" PVC

= 79.67'

INV. 8" PVC

= 79.34'

INV. 8" PVC

= 79.41'

INV. 8" PVC

= 79.19'

INV. 8" PVC

= 79.31'

INV. 8" PVC

= 79.06'

INV. 8" PVC

= 79.16'

INV. 8" PVC

= 79.13'

INV. 8" PVC

= 78.62'

INV. 8" PVC

= 78.74'

INV. 8" PVC

= 78.74'

INV. 8" PVC

= 78.86'

INV. 8" PVC

= 78.88'

INV. 8" PVC

= 78.96'

INV. 8" PVC

= 79.14'

INV. 8" PVC

= 79.11'

INV. 8" PVC

= 78.38'

INV. 8" PVC

= 78.40'

INV. 8" PVC

= 78.48'

INV. 8" PVC

= 78.50'

INV. 8" PVC

= 78.57'

INV. 8" PVC

= 78.71' INV. 8" PVC

= 78.75'

INV. 8" PVC

= 78.84' INV. 8" PVC

= 78.82'

INV. 8" PVC

= 78.94' INV. 8" PVC

= 78.91'

MITERED END SECTION

INV. 18" RCP = 73.50'

CATCH BASIN

GRATE EL. = 77.52'

S.W. INV. EL. = 73.98'

BTM. EL. = 74.20'

MITERED END SECTION

INV. 10" PVC = 78.20'

SEWER MANHOLE

RIM EL. = 80.34'

S. INV. EL. = 77.29'

CONC. PAD

WITH FDC

METAL HANGAR

BUILDING #8875

METAL HANGAR

BUILDING #8867

METAL HANGAR

BUILDING #8861

METAL HANGAR

BUILDING #8859

CONC. PAD WITH

TRANSFORMER

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

ROOF DRAIN WITH 2'

DIAMETER BURIED

ROCK BUCKET

SITE CONTROL POINT #810

SET MAG NAIL AND DISK

STAMPED "TRAV LB 8030"

N: 1634809.50' E: 397416.75'

EL.: 81.48' (NAVD 88)

SITE CONTROL POINT #808

SET 5/8" IRON ROD & CAP STAMPED

"BOWMAN CG LB 8030 TRAV"

N: 1634724.44' E: 397359.88'

EL.: 79.96' (NAVD 88)

SITE CONTROL POINT #812

SET MAG NAIL AND DISK

STAMPED "TRAV LB 8030"

N: 1634936.09' E: 397644.62'

EL.: 82.10' (NAVD 88)

SITE CONTROL POINT #811

SET 5/8" IRON ROD & CAP STAMPED

"BOWMAN CG LB 8030 TRAV"

N: 1634954.74'

E: 397078.20'

EL.: 79.92' (NAVD 88)

FFE = 79.99'

FFE = 79.99'

FFE = 79.98'

FFE = 79.99'

FFE = 80.00'

FFE = 80.19'

FFE = 80.20'

FFE = 80.23'

FFE = 80.25'

FFE = 80.24'

FFE = 80.20'

FFE = 80.19'

FFE = 80.19'

FFE = 80.19'

FFE = 80.19'

FFE = 80.19'

FFE = 81.00'

FFE = 81.00'

FFE = 81.01'

FFE = 80.99'

FFE = 80.97'

FFE = 80.20'

FFE = 80.19'

FFE = 80.20'

FFE = 80.19'

FFE = 80.29'

FFE = 80.91'

FFE = 80.93'

FFE = 80.91'

FFE = 80.90'

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

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

MITERED END SECTION

INV. 10" PVC = 78.12'

MITERED END SECTION

INV. 10" PVC = 78.15'

MITERED END SECTION

INV. 10" PVC = 78.26'

FFE = 80.70'

END NOT

FOUND

.9'

INV. 8" PVC

= 78.61'

80.50'

INV. 8" PVC

= 79.00'

ASPHALT

ASPHALT

ASPHALT

ASPHALT

INV. 8" PVC

= 78.63'

.3

4'

257.04'

.9

9'

257.03'

214.58'

.1

3'

214.53'

.1

8'

8" PVC

8" PVC

8" PVC

8" PVC

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 0 20 40

MATCH LINE "A" - SEE SHEET 3

LA

KE

C

OU

ID

A

TA

XI

L A

N E

R

EH

A B

IL

IT

A

TI

O N

A N

D C

O M

M

ER

C

IA

L H

A N

G A

R P

LA

N

LE

ES

B U

R G

IN

TE

R N

A

TI

O N

A L

A

IR

PO

R

T U

S H

IG

H

W A

Y

F. CREW F. BOOK PAGE

CS 25-295 58-75

HF XX-XXX XX

.24

.30

.14

'81 .11

.69

.67

.72

.52

.67

.71

.72

.76

.78

80.4'80.5'

.5' 80

.1'

.4'

.2'

.6'

.5' 78

.7'

.4'

.4'

.6'

.7'

.66

.01

80.76'

.00

.08

.14

.06

.00

.70

.62

.57

.50

80.46'

.45

.34

WV

.1'

.3'

.2'

.9'

.0'

SAN

.5'80

.5'

.3'

.4'

.6'

.7'

.3'

.3'

.3'

.3'

.9'

.9'

.9'

.9'

.35

.26

.07

.76

.53

.58

.55

.59

.47

.38

.21

.02

.77

.67

.52

.35

.14

.91

.71

.52

.34

.20

.07

.92

.81

.72

.87

.05

.02

.92

.72

.58

.35

.30

.19

.08

.82

.74

.70

.63

.45

.35

.33

.20

.05

.88

.84

.64

.47

.33

.21

.14

.01

.92

.80

.50

.65

.79

.93

.03

.14

.29

.48

.66

.88

.00

.10

.08

.31

.42

.32

.28

.24

.17

.26

79.30'

.23

.07

78.85'

.46

.4 5'

78.70'

.85

.90

.79

.18

.15

.31

79.66'

79.33'

.22

'79 .26

.30

.21

' 78 .73

.59

.42

.29

.15

.06

.80

.61

77.38' 77 .17

.98

.89

.77

.60

.45

.38

.34

.35

76.34'

.16

.52

79.27'

.89

.1

8'

77.28'

78.57'

.91

.18

.90

76.43' 76.39'

76.51'

.16

.65

78.58'

.82

.26

.22

.88

.83

.85

78.59'

.37

.15

.80

.68

.59

.65

.65

.84

.96

.05

.57

.59

.64

.68

.67

.38

.30

.96

.97

.89

.60

.42

.27

.09

.95

.89

.78

.68

.58

.36

WV

.99

WM

WM

.76

.73

.77

.70

.59

.63

.50

.33

.09

.92

.72

.57

.54

.38

.40

.47

.28

.13

.97

.96

.97

.00

.90

.64

.42

.11

.27

.44

.46

.27

WV

WM

WM

.01

FD

.48

.40

.37

.18

.06

.95

.80

.73

.76

.50

.31

.19

.81

.32

.97

.86

.94

.01

.97

.90

.75

.70 '77 .78

.01

' 77 .97

.25

.88

.57

.31

.08

.17

.36

.67

.52

.48

.01

.08

.11

.11

'78 .04

78.07'

.12

.02

.96

.9

1'

IRR

.28

ELEC.

FO 77

.82

.57

.18

.85

FO

15 MPH SIGN

STOP SIGN

.92

WMW

M

.86

'79 .07

SAN

.95

STOP SIGN

.35

.12

.99

78.87'

.06

.24

.55

.53

.51

.65

.86

'79 .89

.59

.37

.27

.36

.34

.30

.43

.52

'79 .77

'WV

.31

STOP SIGN

.6'

.2'

.9'

.1'

.4'

.11

.36

.63

.95

.98

.68

.60

.96

.00

78.99'

.98

.98

.98

78.97'

.9

7'

.72

.58

.54

.21

.74 '79

.27

80.01'

80.06'

.03

.05

.08

.54

.06

.79

.27

.21

.16

.34

C/O

C/O

77.66'

.16

C/O

IRR

.03

.1'

.9'

.8'

.8'

.7'

.8'

.2'

.1'

.2'

.5'

.5'

.5'

.0'

.1'

.6'

.1'

.4'

.2'

.1'

.1'

.2'

.9'

.6'

77.8'

.0'

.7'

.1'

.0'

.1'

.9'

.3'

.3'

.1'

.8'

.0'

.2'

.7'

.6'

.1'

.9'

.7'

.6'

.6'

.4'

.4'

.2'

.1'

.9'

.5'

.5'

.6'

.1'

.7'

.9'

.8'

.1'

.8'

.7'

.6'

.4'

.4'

.1' 78

.2'

.4'

.5'

.2'

.8'

78.1'

.3'

.8'

.3'

.3'

.5'

.87

.81

.6'77 .8'

.4'

.4

.3'

.0'

77.8'

.9'

.0'

.9'

.8'

.5'

.2'

77.1'

.4'

.2'

.7'

.4'

.1'

.0'

.9'

.5'

.6'

.7'

.3'

.2'

.92

.77

.58

.33

.06

.96

.82

.66

76.61'

.63

.66

.52

.48

76.46' 76.51'

.39

.32

.31

.34

.62

.77

.96

.05

.07 ' 76

.89

.85

.76

.61

.56

.47

.77

.59

.38

.69

.25

.08

'76 .83

SAN

C/O

STOP SIGN

.09

.91

.93

.15

C/O

78.61'

W M

W M

IRR

IRR

.48

FD

.92

.90

78.03'

.03

.03

.92

.20

.47

.91

.18

.02

.02

.02

.0'

.0'

.7'

.1'

.0'

.6'

.0'

.1'

.0'

.3'

.5'

.74

.90

.93

.02

.2

6' 76 .98

.93 ' 76 .76

.13

.15

.00

'78 .08

78.32'

.32

.0

.5'

.6'

.8'77

.7'

.5'

.8'

76.3'

.4'

.4'

76.6'

77.3'

.9'

.7'

.50

.52

76.48'

.48

76.34'

.34

.60

.79

.86

.92

.95

SAN

SAN

.7'

.0'

.7'

.0' 79

.9'

.2'

.5'

.2'

.6'

.0'

.6'

.5'

.8'

.3'

.6'

.5'

.7'

.4'

.5'

.9'

.8'

.5'

.0'

.6'

.2'

.9'

.2'

.6

.4'

.7'

.6'

.8'

.43

.46

ELEC

F

ACCESS GATE

ACCESS GATE

ACCESS GATE

6' CHAIN LINK FENCE

WITH BARBED WIRE

GATE

6' CHAIN LINK FENCE

WITH BARBED WIRE

6' CHAIN

LINK FENCE

BOLLARD (TYP.)

CATCH BASIN

GRATE EL. = 76.12'

E. INV. EL. = 72.70'

BTM. EL. = 72.92'

UNIDENTIFIED

UTILITY VAULT

ELECTRIC UTILITY

VAULT

ELECTRIC UTILITY

VAULT

FIBER OPTIC

UTILITY VAULT

10" PVC

CATCH BASIN

GRATE EL. = 79.04'

N. INV. EL. = 76.69'

BTM. EL. = 76.88'

CATCH BASIN

GRATE EL. = 80.10'

S. INV. EL.= 76.29'

E. INV. EL. = 76.30'

W. INV. EL. = 76.48'

BTM. EL. = 76.30'

CATCH BASIN

GRATE EL. = 80.05'

E. INV. EL. = 76.05'

W. INV. EL. = 76.03'

BTM. EL. = 76.06'

10" PVC

SEWER MANHOLE

RIM EL. = 79.79'

N. INV. EL. = 74.93'

S. INV. EL. = 72.03'

W. INV. EL. = 72.03'

N.W. INV. EL. = 72.11'

SEWER MANHOLE

RIM EL. = 80.01'

SEWER MANHOLE

RIM EL. = 79.53'

INV. 10" PVC

= 78.24'

MITERED END SECTION

INV. 10" PVC = 79.29'

CONC. PAD FOR

GATE RAIL

ELECTRIC UTILITY

VAULT

CONC.

LOCKER PAD

CONC. PAD WITH AIR

COMPRESSOR

FLUME

MITERED END SECTION

INV. 14"X23" RCP = 75.48'

CONC. PAD WITH

TRANSFORMER

DOOR RAIL

FOUNDATION

METAL HANGAR

BUILDING #8875

CONC. PAD WITH

TRANSFORMER

ABANDONED CONC.

PAD

UTILITY

LOCKER

6" D - CURB

CONC. UTILITY

LOCKER PAD

ABANDONED CONC.

PAD

CONC.

FLUME

SATELLITE DISH

SEWER MANHOLE

RIM EL. = 79.14'

N. INV. EL. = OBSTRUCTED

E. INV. EL. = 65.98'

W. INV. EL. = 66.04'

METAL HANGAR

BUILDING #8900

FFE = 78.97'

UNDERGROUND TANK WITH 2' DIAMETER ACCESS

MITERED END SECTION

INV. 12" PVC = 74.08'

MITERED END SECTION

INV. 12" PVC = 74.59'

INV. 4" PVC = 75.33'

6' CHAIN LINK FENCE

WITH BARBED WIRE

FIBERGLASS PAD

WITH TRANSFORMER

CONC. DUMPSTER PAD

METAL HANGAR

BUILDING #9000

FFE = 78.15'

SKYBOLT SIGN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

DOOR RAIL

FOUNDATION

6' CHAIN LINK FENCE

WITH BARBED WIRE

METAL HANGAR

BUILDING #8864

FFE = 80.07"

METAL HANGAR

BUILDING #8858

FFE = 78.28'

DRAINAGE

SKIMMER

SATELLITE DISH

ROOF DRAIN

SEWER MANHOLE

RIM EL. = 76.41'

E. INV. EL. = 64.86'

S. INV. EL. = 64.96'

W. INV. EL. = 64.98'

CONC. PAD WITH AIR

CONDITIONER

CONC. PAD WITH

TRANSFORMER

UTILITY

LOCKER

CONC. LOCKER PAD

CONC. POST WITH

LOCKER

CONC. POST WITH

CAMERA

CONC. PAD FOR

GATE RAIL

MITERED END SECTION

TO ROOF DRAIN

INV. 10" PVC = 74.80'

CONC. PAD WITH AIR

CONDITIONER

CONC. PAD

MITERED END SECTION

INV. 15" HDPE = 74.04'

DOOR RAIL

FOUNDATION

ELECTRIC BOX

ON CONC. POST

SITE CONTROL POINT #805

SET 5/8" IRON ROD & CAP STAMPED

"BOWMAN CG LB 8030 TRAV"

N: 1634532.34'

E: 397363.33'

EL.: 79.41' (NAVD 88)

SITE CONTROL POINT #806

SET 5/8" IRON ROD & CAP STAMPED

"BOWMAN CG LB 8030 TRAV"

N: 1634239.85' E: 397306.62'

EL.: 77.17' (NAVD 88)

SITE CONTROL POINT #804

SET MAG NAIL AND DISK

STAMPED "TRAV LB 8030"

N: 1634398.67'

E: 397688.88'

EL.: 76.14' (NAVD 88)

FFE = 80.68'

FFE = 80.69'

10" PVC

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

FFE = 78.18'

GRAVEL

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

10" PVC

10" PVC

10" PVC

10" PVC

10" PVC

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 0 20 40

MATCH LINE "B" - SEE SHEET 4

MATCH LINE "A" - SEE SHEET 2

M A

TC

H

L

IN

E "C

- S

EE

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F. CREW F. BOOK PAGE

.63

.42

.19

.03

.94

.83

.55

'76 .53

.70

.70

.76

.83

.94

.08

.17

.34

.17

.99

.79

.64

.81 '76 .88

' 76 .92

WV

.8'

.4'

75.3'

.6'

.4'

75.37'

.44

.20

.25

76.20'

.18

'76 .12

.16

.41

.40

.40

.40

.41

'76 .39

76.39'

.43

.36

.34

.22

.14

76.24'

C/O 75.37'75 .41

76.12'

IRR

.90

.01

NO PARKING ANY TIME SIGN

UGFH SIGN

.40

.95

.53

78.16'

78.23'

.50

.03

.68

.82

'78 .08

.96

.06

' 77 .3'

.5'

.9'

.2'

.1'

.6'

.6'

.0'

77.9'

.9'

.8'

78.1'

.7'

.9'

.3'

.4'

77.3'

.0'

.5'

.2'

.2'

.2'

.9'

.3'

.3'

.4'

.5'

.4'

75.7'

.4'

75.4'

.93

.74

.52

.38

.22

.04

.92

.81

.69

.51

.42

.32

.55

.60

' 74 .54

'74 .60

.63

.79

.83

.87

.09

.18

.31

.47

.61

.72

.83

.98

.17

.32

.55

.75

.89

.02

.04

76.96' 76 .97

.97

76.99'

.02

.79

.62

.93

.91

.66

.78

.07

'77 .41

'78 .11

.98

.70

.4

2'

.30

.20

.95

.65

.8

0'

74.63'

.61

.18

.2

2'

.45

.08

.5'

.8'

.2'

75.4'

.3'76

.8'

.8'

.94

.78

.71

.28

.29

.14

.18

.7'

.6'

.3'

.5'

.0'

.8'

.5'

.2'

.1'

.3'

.1'74 .8'

.8'

.1'

.1'

.0'

.9'

.7'

.5'

.4'

.6'

.3'

.5'

.3'

.6'

.6'

.6'

.4'

.7'

.7'

.4'

.5'

.6'

.5'

.7

.4'

.4'

.6'

SAN

STORM

.2'

.3'

.5'

.42

.44

.42

.04

.18

75.04'

75.16'

.9'

.8'

.5'

.7'

.8'

.8'

.0'

.13

.05

.77

.52

.50

.56

'74 .45

.0'

.2'

.6' 73 .5'

.4'

.8'

.2'

.3'

.6'

.3'

.3'

.4'

.3'

.2'

.0'

.8'

.7'

.4'

.1'

74.8'

.1'

.4'

.6'

.3'

.4'

.6'

.9'

.6'

.5'

.8'

.79

.56

.32

.21

.99

.86

.75

.64

.46

.35

.17

.07

.91

.89

.01

.14

75.42'

.8'

.2'

.4'

.4'

.9'

.6'

.8'

.9'

.4'

.9'

.4'

.3'

.6'

.3'

.0'

.0'

.2'

.6'

.3'

.2'

.1'

.4'

.1'

.4'

.3'

77.50'

WM

.73

.34

.28

.10

.51

.43

73.28'

.41

.38

.43

.38

ACCESS GATE

ACCESS GATE

ACCESS GATE

MITERED END SECTION

INV. 14"X23" RCP = 75.40'

UGFH VAULT

CONC. PAD WITH AIR

CONDITIONER

YARD DRAIN

END OF PIPE NOT FOUND

N.E. INV. EL. = 74.81'

S.W. INV. EL. = 74.72'

BTM. EL. = 74.55'

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

4" HDPE

METAL HANGAR

BUILDING #8910

MITERED END SECTION

INV. 15" HDPE = 73.43'

METAL HANGAR JETSKY

FFE = 77.24'

DOOR RAIL

FOUNDATION

6' CHAIN

LINK FENCE

CONC. PAD WITH AIR

CONDITIONER

MITERED END SECTION

INV. = 73.23'

2' F AND 6" D - CURB

MITERED END SECTION

INV. 14"X23" RCP = 72.92'

CONC.

FLUME

CONC. PAD WITH AIR

CONDITIONER

CONC. PAD WITH AIR

CONDITIONER

CONC. PAD WITH AIR

CONDITIONER

CONC. PAD WITH AIR

CONDITIONER

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

STORM MAN HOLE

RIM EL. = 75.36'

N. INV. EL. = 72.79'

S. INV. EL. = 72.77'

W. INV. EL. = 72.72'

BTM. EL. = 72.36'

MITERED END SECTION

INV. 14"X23" RCP = 70.25'

MITERED END SECTION

INV. 14"X23" RCP = 72.78'

UTILITY

LOCKER

6' CHAIN LINK FENCE

WITH BARBED WIRE

ROOF DRAIN

MITERED END SECTION

INV. 4" PVC = 73.11'

SITE CONTROL POINT #803

SET 5/8" IRON ROD & CAP STAMPED

"BOWMAN CG LB 8030 TRAV"

N: 1634091.70' E: 397644.74'

EL.: 73.34' (NAVD 88)

SITE CONTROL POINT #807

FOUND 2" BRASS DISC

"LEESBURG INTERNATIONAL

AIRPORT KLEE LEASE MARKER"

N: 1634144.44' E: 397158.84'

EL.: 76.87' (NAVD 88)

METAL HANGAR

BUILDING #32725

FFE = 74.69'

METAL HANGAR

BUILDING #8950

FFE = 75.52'

6" PVC

10" PVC

GRASS

GRASS

GRASS

GRAVEL

ASPHALT

ASPHALT

ASPHALT

ASPHALT

SEWER MANHOLE

RIM EL. = 74.30'

N. INV. EL. = 66.17'

S.E. INV. EL. = 66.20'

W. INV. EL. = 66.38'

N.W. INV. EL. = 69.39'

END NOT

FOUND

ENDS NOT FOUND

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PROJECT NO

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DISPLAYED AT A SCALE OF 1" = 20'

Feet 0 20 40

MATCH LINE "B & D" - SEE SHEET 3 & 5

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.71

.11

.50

.81

.14

.20

.91

.60

.17

.80

.53

.42

.39

76.03' 76.08'

.05

.07

.78

.38

.30

.17

.00

.69

.34

.90

.54

.41

.33

.26

.21

.04

75.89'

.72

.66

.54

.10

.94

.95

.17

.22

.46

STOP SIGN

.40

'75 .64

.22

.64

.58

.60

.19

77.18'

.16

.60

.93

76.80'

.76

.5'

.1'

.4'

.29

FO

.70

.79

.40

WM

WM

.85

WV

.25

.0

1'

.90

.9'

.5'

.7'

.1'

.6'

.9'

.4'

.0'

.9'

.0'

.7'

.6'

.0'

.0'

.7'

.5'

.9'

.0'

.2

76.2'

.7'

.0' 74

.8'

.4'

.2'

.4'

.2'

.2'

.6'

.4'

.6'

.02

.02

.03

.83

SAN

.1'

.3'

.2'

.4'

ACCESS GATE

8' CHAIN LINK FENCE

CONC. PAD WITH

GATE MOTOR

CONC. PAD WITH

KEY PAD

UNIDENTIFIED

UTILITY VAULT

MITERED END SECTION

INV. 15" RCP = 72.01'

15" RCP

CONC.

LOCKER PAD

CONC. CANOPY

SUPPORT

FOUNDATION

MITERED END SECTION

INV. 4" PVC = 75.06'

CANOPY

MITERED END SECTION

TO ROOF DRAIN

INV. 4" PVC = 74.86'

UTILITY

LOCKER

CONC. PAD WITH

GATE MOTOR

SEWER MANHOLE

RIM EL. = 74.78'

N.E. INV. EL. = 66.31'

E. INV. EL. = 63.71'

W. INV. EL. = 63.81'

N.W. INV. EL. = 63.94'

SITE CONTROL POINT #801

SET 5/8" IRON ROD & CAP STAMPED

"BOWMAN CG LB 8030 TRAV"

N: 1634668.43'

E: 397817.26'

EL.: 79.56' (NAVD 88)

GRASS

GRASS

GRASS

ASPHALT

ENDS NOT FOUND

TO LIFT STATION

ENDS NOT FOUND

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Feet 0 20 40

MATCH LINE "D" - SEE SHEET 4

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