LEGEND - pbcgov.comsta. 1984+87.33 begin baseline of survey see said report for the surveyor's...

FROM MP 248.5 TO MP 256.5

STATE ROAD 91 (FLORIDA'S TURNPIKE)

STATE PLANE COORDINATES ARE IN SURVEY FEET

ZONE : 0901 FLORIDA EAST

OSCEOLA & ORANGE COUNTY

TOLL

TOLL

LEGEND

GENERAL NOTES

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

PENSACOLA

PANAMA CITY

CHIPLEY

TALLAHASSEE

10

JACKSONVILLE

CITYLAKE

75

10

295

95

DELAND

ORLANDO

4

528

754

91

BARTOWTAMPA

275

75FT PIERCE

95

75

NAPLES75 FT LAUDERDALE

MIAMI

KEY WEST

SURVEYOR LICENSE NUMBER 6644

CERTIFICATE OF AUTHORIZATION 7055

SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY

WEST PALM BEACH, FLORIDA, 33411

ORANGE BLOSSOM TRAIL/ORLANDO SOUTH INTERCHANGE OSCEOLA PARKWAY TO

PROJECT LOCATION

(VICINITY MAP)

NOT TO SCALEELECTRONIC DATABASE SR91

FIELD BOOK REFERENCES

PROJECT UNITS U.S. SURVEY FOOT

VERTICAL DATUM (N.A.V.D.) 1988

BLC02 STAMPED BLC 02

BLC01 STAMPED BLC 01 TO

A BEARING OF NORTH 17°21'05" WEST HAS BEEN ESTABLISHED BETWEEN MONUMENTS

EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 (1990) ADJUSTMENT.

BEARINGS AND COORDINATES ARE RELATIVE TO THE STATE PLANE COORDINATES, FLORIDA

� STA. 2410+00.00END BASELINE OF SURVEY

� STA. 1984+87.33BEGIN BASELINE OF SURVEY

SEE SAID REPORT FOR THE SURVEYOR'S CERTIFICATION.

ON FILE AT THE SURVEYING AND MAPPING OFFICE OF FLORIDA'S TURNPIKE ENTERPRISE.

INTERCHANGE, ELECTRONICALLY SIGNED AND SEALED UNDER RULE 5J-17.062 F.A.C. AND

AND ORANGE COUNTY, OSCEOLA PARKWAY TO ORANGE BLOSSOM TRAIL/ORLANDO SOUTH

411406-1-32-01, SR 91 (FLORIDA'S TURNPIKE) FROM MP 248.5 TO MP 256.5, OCEOLA

REPORT FOR THE SPECIFIC PURPOSE SURVEY CONDUCTED UNDER FINANCIAL PROJECT ID

6) THE OFFICIAL RECORD OF THESE SHEETS (CTL-1 THROUGH CTL-11) IS THE SURVEYOR'S

UNLESS OTHERWISE INDICATED.

5. ALL DISTANCES, ANGLES, BEARINGS, STATIONS, AND OFFSETS ARE CALCULATED,

OTHERWISE INDICATED.

4. STATIONS AND OFFSETS ARE RELATIVE TO THE BASELINE OF SURVEY, UNLESS

CONCRETE BARRIER WALL OBSTRUCTION AND HIGH SPEED TRAFFIC.

3. THE BASELINE OF SURVEY WAS NOT PHYSICALLY STAKED IN THE FIELD DUE TO

2. GRID DISTANCES HAVE A MEAN SCALE FACTOR OF 0.99996 .

6101 1,488,999.865 525,928.434

OS25 (FPID 411488-1) 1,456,010.583 534,242.138

DACP4 (FPID 243017-1) 1,466,590.535 531,052.725

OR19 (FPID 411488-1) 1,486,718.820 529,045.838

L 715 019 (AA6759) 93.44

GIS 212 LEON R PRICE (AK7329) 1,486,154.65 588,399.44

95_064 (AB5503) 1,405,985.98 505,940.89

R354 (AK5362) 1,463,301.85 531,453.39 107.50

STATION NORTHING EASTING ELEVATION

CONTROL STATIONS WERE BASED UPON THE FOLLOWING GEODETIC CONTROL STATIONS:

ALL ELEVATIONS ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988.

SYSTEM, EAST ZONE, NORTH AMERICAN DATUM (N.A.D.) OF 1983, ADJUSTMENT OF 1990.

1. BEARINGS AND COORDINATES ARE BASED ON FLORIDA STATE PLANE COORDINATE

TWP. 23 S

TWP. 24 S

TWP. 24 S

TWP. 25 S

RG

E.

30 E

RG

E.

29 E

RG

E.

29 E

RG

E.

28 E

= POINT OF TANGENCY

= POINT IDENTIFICATION

= POINT OF INTERSECTION

= POINT OF CURVATURE

= NUMBER

= NATIONAL GEODETIC SURVEY

= NORTH AMERICAN VERTICAL DATUM

= NORTH AMERICAN DATUM

= NOT APPLICABLE

= NAIL & WASHER

= NAIL

= NORTHING

= MILE POST

= MAGNETIC

= LIMITED ACCESS

= LEFT

= LAND SURVEYING BUSINESS REGISTRATION NUMBER

= LENGTH

= IRON ROD & CAP

= IRON PIPE

= IRON ROD

= INCORPORATED

= IDENTIFICATION

= GLOBAL POSITIONING SYSTEM

= GEOGRAPHIC INFORMATION SYSTEM

= FLORIDA PROJECT IDENTIFICATION NUMBER

= FLORIDA DEPARTMENT OF TRANPORTATION

= FOUND

= FLORIDA ADMINISTRATIVE CODE

= EXISTING

= ENGINEER

= EASTING

= DEGREE OF CURVE

= DEFLECTION ANGLE (DELTA)

= COUNTY ROAD

= CONCRETE MONUMENT

= BASELINE OF SURVEY

= BOULEVARD

= BACK

= AVENUE

= ALUMINUM

= AHEAD

P.T.

PID

P.I.

P.C.

NO.

NGS

N.A.V.D.

N.A.D.

N/A

NL&W

NL

N

MP

MAG

L/A

LT

LB

L

IRC

IP

IR

INC.

ID.

GPS

GIS

FPID

F.D.O.T.

FD.

F.A.C.

EXIST

ENG

E

D

¬

CR

C.M.

�

BLVD

BK

AVE

ALUM

AH

= WANTMAN GROUP,INC.

= WITH

= WEST

= UNITED STATES

= TOWNSHIP

= TRAVERSE

= TANGENT LENGTH

= STATION

= STATE ROAD

= SUNSHINE STATE PARKWAY

= RIGHT OF WAY

= RIGHT

= REFERENCE

= RANGE

= RADIUS

W.G.I.

W/

W

U.S.

TWP.

TRAV

T

STA.

S.R.

SSP

R/W

RT

REF.

RGE.

R

FINANCIAL PROJECT ID. NO's. 411406-1-52-01 & 411406-4-52-01

3/25/2014 3:13:18 PM T:\21211276.00 Tpk Widening Osceola to Beachline (Orange County)\Survey Data\WGI Survey\Drawings\Microstation\CTL_Sheets\CTLSRD01.dgn

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

FINANCIAL PROJECT ID

STATE OF FLORIDADEPARTMENT OF TRANSPORTATION

CTL-1

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGE OSCEOLA /

CONTROL

PROJECT SURVEY

91

sam

SEE SHEET ONE FOR LEGEND AND GENERAL NOTES

SAME POINT

0 100 200 400 600 800

Scale: 1" = 200'

THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.THESE PLANS MAY HAVE BEEN ALTERED IN SIZE. ATTENTION IS DIRECTED TO THE FACT THAT

SEE SHEET ONE FOR LEGEND AND GENERAL NOTES FROM OSCEOLA PARKWAY TO ORANGE BLOSSOM TRAIL/ORLANDO SOUTH INTERCHANGE

S.R. 91 (FLORIDA'S TURNPIKE)



SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY



ROAD NO. COUNTY


REVISIONS



CTL-2

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGE OSCEOLA /

CONTROL

PROJECT SURVEY

91

sam

UNIT 10 - 1st ADDITIONBUENAVENTURA LAKES

UNIT 10BUENAVENTURA LAKES

P.B. 4, PG. 47

P.B. 5, PG. 81 P.B. 5, PG. 88

P.B. 5, PG. 112

P.B. 1, PG. 85 P.B. 1, PG. 88

P.B. 4, PG. 37

BUENAVENTURA LAKES UNIT 8

S 89°38'0

0" E

N 19°19'59" W

N 69°37'5

7" E

N 47°22'1

1" E

N 19°19'59" W

SECTION 2, TP. 25 S., RG. 29 E.

OF 41OF THE S.E.

MARTHA A. BOICE's SUBDIVISION

OF SEC. 2, TWP 25 S, RGE 29 E 41OF S.E. 2

1OF N.

RESUB-DIVISION OF BOYCE'S SUB-DIVISION

AND 21R. C. SLIGH'S SUB-DIVISION OF N.

PHASE - ONEDART BOULEVARD

BUENAVENTURA LAKES

1st ADDITIONUNIT 8

BUENAVENTURA LAKES

NOT PLATTED

� STA. 30+00.00

OSCEOLA PARKWAY (DART BLVD.)

� STA. 2014+29.57 =


1985 1990 1995 2000 2005 2010 2015 2020 2025 2030 2035 2040 2045

PC STA.20+55.61

PT STA.28+64.36

PI STA.24+64.45

PC STA.32+00.09

PT S

TA.41

+32.6

3

PI STA.36

+72.31

Curve D

AR

T1

Curve D

AR

T2

COR40104

COR40105

COR40106

COR40107

COR40109

COR40110

COR40111

COR40120

COR40121COR40123

COR40239

COR40240

COR40243

COR40244

CO

R40245

COR40259

CO

R40260C

OR

40261

CO

R40262

COR40263

CO

R40264

CO

R40265

CO

R40266

CO

R40269

CO

R40270

CO

R40271

CO

R40272

CO

R40101

NOT PLATTED

BLC02

BLC01

AT103

AT104

AT105

AT106

AT107

AT108

AT109

E = 531,837.145

N = 1,456,701.521

E = 5

35,0

11.3

17

N =

1,45

7,63

9.43

3

� ST

A.44+

33.80

� STA.10+00.00

� S.R. 91 (FLORIDA'S TURNPIKE)

CORALWOOD

P.B. 10, PG. 10

P.B. 13, PG. 28

GATEWAY COMMONS NORTH

(O

VE

R)

10

15

20

25

30

35

40

E = 533,684.853N = 1,456,834.440 P.T. STA. 28+64.36E = 532,892.733N = 1,456,694.764 P.C. STA. 20+55.61R = 2,234.85'L = 808.75'

T = 408.84'

D = 02°33'49"¬ = 20°44'03" (LT)E = 533,301.570N = 1,456,692.146 P.I. STA. 24+64.45Curve DART1


T = 472.23'

D = 02°23'14"¬ = 22°15'46" (LT)E = 534,442.297N = 1,457,115.640 P.I. STA. 36+72.31Curve DART2

E = 534,786.070N = 1,454,105.323

� S.R. 91

W600

W601

W602

W603

� STA. 1984+87.33BEGIN BASELINE OF SURVEY

CO

R40327

CO

R40314

CO

R40313

CO

R40315

STA. 2046+16.22

OS

CE

OL

A C

OU

NT

Y

OR

AN

GE C

OU

NT

Y

TO

WN

SHIP & C

OU

NT

Y LIN

E

OS

CE

OL

A C

OU

NT

Y

OR

AN

GE C

OU

NT

Y

SECTION LINE

41

S

EC

TIO

N LIN

E

41

SECTION LINE

SECTION LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

200'

200'

200'

200'

SE

CTIO

N LIN

E

S

EC

TIO

N LIN

E

1/4

SECTION LINE

1/4

2,658.30'

2,642.65'

2,6

10.7

3'

2,6

02.0

3'

2,6

08.9

6'

2,641.42'

2,648.39'

2,6

09.8

5'

2,5

95.3

7'

2,5

72.5

9'

2,5

74.8

2'

176.6

8'

140.3

1'

113.10'

2,870.46'

2,638.54'

708.8

3'

1,9

01.9

0'

ST

A.

1984+

87.3

3

1,6

45.8

5'

ST

A.

2012+

93.8

6

964.0

0'

ST

A.

2041+

06.9

4

480.16'

2

1

11

12

211

2

1

2

1

35

36

TW

P.

25 S., R

GE.

29 E.

TW

P.

24 S., R

GE.

29 E.

TW

P.

25 S., R

GE.

29 E.

TW

P.

24 S., R

GE.

29 E.

CO

UN

TY LIN

E

TO

WN

SHIP &

35

2

334

176.6

8'

2

1

35

36

SECTION LINE

RGE. 29 E.

ST

A.

2041+

06.9

4

23.9

1'

2

3


0 100 200 400 600 800

Scale: 1" = 200'

FROM OSCEOLA PARKWAY TO ORANGE BLOSSOM TRAIL/ORLANDO SOUTH INTERCHANGESEE SHEET ONE FOR LEGEND AND GENERAL NOTES




SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY



ROAD NO. COUNTY


REVISIONS



CTL-3

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGEOSCEOLA /

CONTROL

PROJECT SURVEY

91

sam

UNIT 8FALCON TRACE

P.B. 50, PG. 67

UNIT 2WINDROSE AT SOUTHMEADOW

P.B. 62, PG. 37

UNIT 1WINDROSE AT SOUTHMEADOW

P.B. 58, PG. 88

N 19°19'59" W

C.R. 5

27 (O

RA

NG

E A

VE.)

2045 2050 2055 2060 2065 2070 2075 2080 2085

PC S

TA.2

086

+86.2

5

2090 2095

2100

2105

PT S

TA.2

105

+14.3

4

PI

ST

A.2

096

+04.6

8

COR40109

COR40110

COR40111 CO

R40188

CO

R40192

CO

R40196

CO

R40195

CO

R40173

CO

R40194

CO

R40193

CO

R40189

COR40238

COR40237

COR40236

COR40235

CO

R40249

CO

R40248

Curve BL01

UNIT 6FALCON TRACE

P.B. 49, PG. 5

200'

NOT PLATTED

NOT PLATTED

NOT PLATTED

NOT PLATTED

AT110

AT111

AT112

AT113

AT114

AT115

AT116� S.R. 91 (FLORIDA'S TURNPIKE)

� S

TA. 2

063+

03.9

2

CS

X R

AIL

RO

AD (U

ND

ER)

(OV

ER)

20

PC S

TA. 21+35.3

7

25

PT S

TA.2

8+48.3

7

PI S

TA.2

4+91.8

8

30

PC S

TA.3

1+23.6

9

35

PT S

TA. 38+90.9

5

PI STA.3

5+07.4

5

40

45

� STA. 30+00.00

(ORANGE AVENUE)

C.R. 527

� STA. 2083+73.62 =

(FLORIDA'S TURNPIKE)

S.R. 91

� ST

A.20

+00.0

0

E = 5

30,9

70.3

94

N = 1,4

62,5

94.2

73

E = 531,432.152

N = 1,463,305.947

P.T. STA. 28+48.37

E = 531,045.063

N = 1,462,707.187

P.C. STA. 21+35.37

R = 34,377.49'

L = 713.00'

T = 356.51'

E = 531,241.712

N = 1,463,004.560

P.I. STA. 24+91.88

Curve CL527A


T = 383.76'

E = 531,784.213N = 1,463,863.113 P.I. STA. 35+07.45Curve CL527B

E = 531,015.620

N = 1,465,509.789

P.T. STA. 2105+14.34

E = 531,409.651

N = 1,463,729.131

P.C. STA. 2086+86.25

R = 7,639.44'

L = 1,828.09'

T = 918.43'

D = 00°45'00"

¬ = 13°42'38" (RT)

E = 531,105.598

N = 1,464,595.774

P.I. STA. 2096+04.68

Curve BL01

W604

W605

W606

W607

CO

R40326

OR

B.

5410,

PG.

1709

(O

VE

R)

SO

UT

HC

HA

SE R

OA

D

OR

B. 5

919, P

G. 1

031

OR

B. 5

037, P

G. 4

430

OR

B. 9

029, P

G. 6

99

OR

B. 9

269, P

G. 3

171

UNIT 9FALCON TRACE

P.B. 53, PG. 85

CO

R78720CO

R78721

CO

R78715

CO

R78716C

OR

78713

CO

R78714

CO

R78711

CO

R78712

TWP. 24 S., RGE. 29 E.

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIS

T. L/A R/W LIN

E

200'

200'

200'

VA

RIE

S

100'

200'

100'

100'

200'

100'

110'

SE

CTIO

N LIN

E

S

EC

TIO

N LIN

E

41

SECTION LINE

41

SECTION LINE

41

SECTION LINE

S

EC

TIO

N LIN

E

1/4

2,850.78'

2,649.05'

2,6

11.5

2'

2,6

83.3

2'

2,833.73'

2,646.37'

2,6

40.7

8'

2,6

56.4

5'

STA. 2046+16.22 808.6

2'

1,8

74.7

0'

ST

A.

2071+

24.0

9

2,6

40.0

5'

1,6

10.3

7'

1,0

29.6

8'

ST

A.

2098+

96.6

8

35

34

2,870.46'

2,651.64'

35

36

SECTION LINE

35

26

26

35

34

27

2,658.16'

EXIST. L/A R/W LINE

200'

SOUTHCHASE UNIT 12

P.B. 24, PG. 34

0 100 200 400 600 800

Scale: 1" = 200'


FROM OSCEOLA PARKWAY TO ORANGE BLOSSOM TRAIL/ORLANDO SOUTH INTERCHANGE





SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY



ROAD NO. COUNTY


REVISIONS



CTL-4

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGEOSCEOLA /

CONTROL

PROJECT SURVEY

91

sam

PARCELS 14 & 15SOUTHCHASE PHASE 1A

PARCEL 12SOUTHCHASE PHASE 1A

P.B. 45, PG. 56

N 05°37'20" W

N 89°05'5

6" E


UNIT 6FALCON TRACE

P.B. 49, PG. 5

N 05°37'20" W

P.B. 40, PG. 132

2105

PT S

TA.2

105

+14.3

4

2110 2115 2120 2125 2130 2135 2140 2145 2150 2155

PC S

TA.2

158

+50.0

4

2160 2165

710

715

720

725

730

PT STA.734+35.75

PI STA.718+13.90

735

740

745

� STA. 727+35.00

(CENTRAL FLORIDA GREENWAY)

S.R. 417

� STA. 2117+64.96 =

(FLORIDA'S TURNPIKE)

S.R. 91

CO

R40190

CO

R40191

CO

R40197

CO

R40234

CO

R40233

COR40232

COR40229

Curve BL02

SOUTHCHASE UNIT 12

P.B. 24, PG. 34

200'

200'

S.R.

417 (C

EN

TR

AL FL

ORID

A G

RE

EN

WA

Y)

S.R.

417 (C

EN

TR

AL F

LO

RID

A G

RE

EN

WA

Y)

NOT PLATTED

NOT PLATTED NOT PLATTED

NOT PLATTED

NOT PLATTED

BL

C03

AT115

AT117

AT118

AT119

AT120

AT121

Curve B

L417

E = 531,593.285

N = 1,466,733.286

P.T. STA. 734+35.75

E = 528,388.180

N = 1,467,382.927

P.C. STA. 701+39.97

R = 7,639.44'

L = 3,295.78'

T = 1,673.93'

D = 00°45'00"

¬ = 24°43'06" (LT)

E = 529,919.559

N = 1,466,706.960

P.I. STA. 718+13.90

Curve BL417

(O

VE

R)

200'

200'

E = 530,383.489

N = 1,472,867.417

P.T. STA. 2179+01.24

E = 530,492.886

N = 1,470,819.815

P.C. STA. 2158+50.04

R = 22,918.31'

L = 2,051.21'

T = 1,026.29'

D = 00°15'00"

¬ = 05°07'41" (RT)

E = 530,392.341

N = 1,471,841.167

P.I. STA. 2168+76.32

Curve BL02

O

RB.7

442,

PG.

2726

TO

WE

R SIT

E

OR

B.

5410,

PG.

1709

(O

VE

R)

SO

UT

HC

HA

SE R

OA

D

(O

VE

R)

SO

UT

HC

HA

SE R

OA

D

OR

B.

5410,

PG.

1709

TWP. 24 S., RGE. 29 E.

SEC. 27, TWP. 24 S., RGE. 29 E.SEC. 26, TWP. 24 S., RGE. 29 E.

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

VARIES

VARIES

VARIESVARIES

SE

CTIO

N LIN

E

SECTION LINE4

1

SECTION LINE

S

EC

TIO

N LIN

E1/4

2,6

46.8

1'

2,658.08'

2,666.76'

2,6

52.2

4'

2,6

46.2

3'

2,658.16'

2,670.33'

2,6

51.5

4'

2,656.07'

1,9

02.3

6'

ST

A.

2125

+75.2

7

749.1

8'

2,1

69.0

6'

ST

A.

2152

+47.6

7

483.1

8'

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

27

26

26

27 22

23

SECTION LINE

23

26


0 100 200 400 600 800

Scale: 1" = 200'





SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY



ROAD NO. COUNTY


REVISIONS



CTL-5

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGE OSCEOLA /

CONTROL

PROJECT SURVEY

91

sam

BALCOMBE ROADWETHERBEE ROAD AND

SOUTHCHASE UNIT 10 SOUTHCHASE UNIT 5 SOUTHCHASE UNIT 2

VILLAGES 1 AND 3SOUTHCHASE PHASE 1B

SOUTHCHASE PHASE 1B VILLAGE 8

P.B. 24, PG. 30

P.B. 23, PG. 133

P.B. 24, PG. 124 P.B. 24, PG. 116

P.B. 27, PG. 99

P.B. 28, PG. 16

SOUTHCHASE UNIT 12

P.B. 24, PG. 34

P.B. 30, PG. 131

N 00°29'39" W� S.R. 91 (FLORIDA'S TURNPIKE)2165

2170 2175

PI

ST

A.2

168

+76.3

2

2180 2185 2190 2195 2200 2205 2210 2215 2220 2225

CO

R40186

CO

R40187

COR40228

COR40227

COR40226

COR40225

COR40224

COR40223

COR40222

COR40221

COR40220

PHASE 1BWETHERBEE ROAD

SUBDIVISION "B"TAFT MANOR

P.B. "L", PG. 17

SOUTHCHASE UNIT 12

P.B. 24, PG. 34

200'

200'

WE

TH

ER

BE

E R

OA

D

WE

TH

ER

BE

E R

OA

D

NOT PLATTED

BL

C04

AT122

AT123

AT124

AT125

AT126

AT127

AT128

(O

VE

R)

(O

VE

R)

Curve BL02

E = 530,383.489

N = 1,472,867.417

P.T. STA. 2179+01.24E = 530,

492.886N = 1,470,

819.815P.C. STA. 2158+50.04R = 22,918

.31'L = 2,051.

21'T = 1,026.

29'D = 00°15

'00"¬ = 05°07'

41" (RT)E = 530,

392.341N = 1,471,

841.167P.I. STA. 2168+76.32Curve BL02

E = 530,383.489

N = 1,472,867.417

P.T. STA. 2179+01.24

E = 530,492.886

N = 1,470,819.815

P.C. STA. 2158+50.04

R = 22,918.31'

L = 2,051.21'

T = 1,026.29'

D = 00°15'00"

¬ = 05°07'41" (RT)

E = 530,392.341

N = 1,471,841.167

P.I. STA. 2168+76.32

Curve BL02

PT S

TA.2

179

+01.2

4

TWP. 24 S., RGE. 29 E.

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

200'

200'

SE

CTIO

N LIN

E

S

EC

TIO

N LIN

E4

1

SECTION LINE

2,640.37'2,659.75'

2,6

49.0

6'

2,658.24'

2,652.65'

2,6

47.1

4'

2,652.63'

310.3

2'

2,3

38.7

4'

ST

A.

2179

+07.1

1

284.2

1'

2,3

62.9

3'

ST

A.

2205

+60.5

8

2,656.07'

22

23

23

23

22 15

14

14

SECTION LINE41 SECTION LINE4

1

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE


0 100 200 400 600 800

Scale: 1" = 200'





SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY



ROAD NO. COUNTY


REVISIONS



CTL-6

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGEOSCEOLA /

CONTROL

PROJECT SURVEY

91

sam

ROCKET BOULEVARD ROCKET BOULEVARD

A CONDOMINIUMPARKWAY DISTRIBUTION CENTER REGENCY INDUSTRIAL PARK SEC. 11

REGENCY INDUSTRIAL PARK SEC. 6

SECTION - 4INDUSTRIAL PARKCENTRAL FLORIDA

LOT 4 REPLATDANIS CYPRESS PARK II

C.B. 9, PG. 96

P.B. 6, PG. 20

P.B. 70, PG. 123

P.B. 3, PG. 100

P.B. 5, PG. 130

P.B. 4, PG. 64


N 00°29'39" W� S.R. 91 (FLORIDA'S TURNPIKE)

DA

NIS C

YP

RE

SS P

AR

K II

P.B.

24,

PG.

47

P.B. 3, PG. 120

SEC. 5REGENCY INDUSTRIAL PARK

2225 2230 2235 2240 2245 2250 2255 2260 2265 2270 22752280

PC S

TA.2

283

+81.5

6

2285

CO

R40140

CO

R40141

CO

R40142

CO

R40143

CO

R40144

CO

R40145

CO

R40146

CO

R40148

CO

R40149

COR40150

COR40151

COR40152

CO

R40169

CO

R40201

CO

R40200

CO

R40218

CO

R40217

CO

R40241

CO

R40256

CO

R40216

VILLAGES 1 AND 3SOUTHCHASE PHASE 1B

P.B. 28, PG. 16


NOT PLATTED

SOUTHCHASE UNIT 2

P.B. 24, PG. 116

BL

C05

AT129

AT130

AT131

AT132

AT133

AT134

AT135

AT136

AT137

E = 528,009.915

N = 1,487,875.240

P.T. STA. 2336+34.58

E = 530,293.089

N = 1,483,347.343

P.C. STA. 2283+81.56

R = 5,729.58'

L = 5,253.03'

T = 2,827.40'

D = 01°00'00"

¬ = 52°31'49" (LT)

E = 530,268.701

N = 1,486,174.634

P.I. STA. 2312+08.95

Curve BL03

W608

W609

W610

CO

R40298

CO

R40304

CO

R40305

CO

R40310

CO

R40305

TWP. 24 S., RGE. 29 E.

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

200'

200'

200'

200'

70'

SE

CTIO

N LIN

E

S

EC

TIO

N LIN

E4

1

S

EC

TIO

N LIN

E4

1

SECTION LINESECTION LINE

2,6

45.6

4'

2,6

58.7

3'

2,656.47'

2,4

30.5

0'

2,653.18'

2,6

51.3

3'

2,6

45.3

8'

2,645.31'

2,657.97'

2,3

85.5

3'

260.1

1'

ST

A.

2232

+13.7

6

2,4

08.1

1'

237.2

7'

2,6

46.8

6'

216.3

6'

ST

A.

2285

+24.0

8

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

15

14

15

14 11

10

14

11

10

11

SECTION LINE41

SECTION LINE41

S

EC

TIO

N LIN

E4

1

ST

A.

2258

+70.5

4

2,651.32'


0 100 200 400 600 800

Scale: 1" = 200'





SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY



ROAD NO. COUNTY


REVISIONS



CTL-7

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGEOSCEOLA /

CONTROL

PROJECT SURVEY

91

sam

LOT 4 REPLAT

DANIS CYPRESS PARK II

CARRIER PARK

PROSPER CO

LON

Y

PROSPER COLONYPLAN OF BLOCK G

A CONDOMI

NIUM

CENTRAL PARK V

ILLAGE

P.B. "D", PG. 101

P.B. "D", PG. 101P.B. 57, PG. 43

P.B. "F", PG. 16

ORB. 49

12, P

G. 48

99



� STA. 1035+26.42

TAFT-VINELAND ROAD

� STA. 2312+65.77 =


2285

2290

2295

2300

2305

2310 2315 23202325

2330

2335

PT S

TA.2

336+

34.5

8

PI

ST

A.2

312

+08.9

5

2340

2345

2350

CO

R40127

CO

R40139

COR40153

COR40154

CO

R40155

CO

R40182

CO

R40184

COR40212

COR40209

CO

R40210

CO

R40283

CO

R40284

CO

R40286

REGEN

CY IND

USTRIAL PARK SEC. 12

P.B. 6, PG. 20

PROSPER COLONY

PLAN OF BLOCK G

P.B. "D", PG. 101

NOT PLATTED

Curve BL03

BLC06

BLC07

AT138

AT139

AT140

AT141

AT142

AT143

AT144

AT145

AT146

AT147

AT148

1030

1035

N 88°23'2

0" E

� T

AFT-VIN

ELA

ND R

OA

D N 53

°01'2

8" W

W611

W612

W613

W614

CO

R40290

CO

R40304

CO

R40317

CO

R40318

CO

R40125

1025

PI STA.1023+

17.40

1020

PRC S

TA.1

018+23.7

9

1015

PI STA.1015+

96.07

1040

PI STA.1041+70.67

PT STA.1044+48.21

1045

E = 528,009.915

N = 1,487,875.240

P.T. STA. 2336+34.58

E = 530,293.089

N = 1,483,347.343

P.C. STA. 2283+81.56

R = 5,729.58'

L = 5,253.03'

T = 2,827.40'

D = 01°00'00"

¬ = 52°31'49" (LT)

E = 530,268.701

N = 1,486,174.634

P.I. STA. 2312+08.95

Curve BL03

E = 528,842.148

N = 1,486,084.899

P.T. STA. 1028+09.75

E = 527,857.369

N = 1,486,117.904

P.R.C. STA. 1018+23.79

R = 8,000.00'

L = 985.96'

T = 493.60'

D = 00°42' 58"

¬ = 07°03' 41" (LT)

E = 528,348.741

N = 1,486,071.021

P.I. STA. 1023+17.40

Curve TAFT2

E = 527,857.369

N = 1,486,117.904

P.R.C. STA. 1018+23.79

E = 527,402.263

N = 1,486,139.567

P.C. STA. 1013+68.00

R = 4,791.51'

L = 455.79'

T = 228.07'

D = 01°11' 45"

¬ = 05°27' 01" (RT)

E = 527,630.332

N = 1,486,139.567

P.I. STA. 1015+96.07

Curve TAFT1

E = 530,480.097

N = 1,486,124.244

P.T. STA. 1044+48.21

E = 529,925.071

N = 1,486,115.358

P.C. STA. 1038+93.10

R = 22,918.32'

L = 555.11'

T = 277.57'

D = 00°15' 00"

¬ = 01°23' 16" (RT)

E = 530,202.530

N = 1,486,123.162

P.I. STA. 1041+70.67

Curve TAFT3

P.T. STA.1028+09.75

P.C. STA.1038+93.10

� STA.1049+99.95

E = 531,031.833

N = 1,486,126.395

E = 527,402.263

N = 1,486,139.567

Curv

e T

AFT1

Curv

e T

AFT2

Curv

e T

AFT3

� PC STA.1013+68.00TW

P. 24 S., RGE. 29 E.

ST

A. 2285+24.0

8

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R

/W LINE

EXIST. L/A R

/W LINE

200'

200'

200'

200'

200'

SEC

TIO

N LIN

E

SEC

TIO

N LIN

E

SEC

TIO

N LIN

E

41

SECTION LIN

E

2,656.59'

2,6

56.1

8'

2,659.82'

2,1

37.2

6'

2,6

48.4

7'

2,655.59'

2,6

58.7

3'

2,648.51'

216.3

6'

2,6

65.9

9'

528.7

3'

2,199.75'

456.84'

STA. 2343+86.94

603.9

2'

1011

10

11

2

3

32

103

SECTION LIN

E

41

SE

CTIO

N LIN

E

41

2,651.32'

0 100 200 400 600 800

Scale: 1" = 200'


SCALED DATA.THIS MUST BE CONSIDERED WHEN OBTAINING THESE PLANS MAY HAVE BEEN ALTERED IN SIZE. ATTENTION IS DIRECTED TO THE FACT THAT





SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY



ROAD NO. COUNTY


REVISIONS



CTL-8

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGEOSCEOLA /

CONTROL

PROJECT SURVEY

91

sam

A CONDOMI

NIUM

CENTRAL PARK

VILLAGE

PROSPER COLONYPLAN OF BLOCK TWO

NUMBER FORTY-FIVEORLANDO CENTRAL PARK

PROSPER COLONYPLAN OF BLOCK TWO

P.B. "D", PG. 110

ORB. 4

912,

PG. 4

899

N 30°46'44" W

N 53

°01'2

8" W


� STA. 416+61.89

S.R. 528 (BEELINE WEST)

� STA. 2377+81.92 =


P.B. 10, PG. 126P.B. "D", PG. 110

P.B. "D", PG. 101



P.B. "D", PG. 101

NUMBER FIFTY-SIXORLANDO CENTRAL PARK

P.B. 17, PG. 133

2350

2355

2360

PC S

TA.2

363+

93.1

0

2365

2370

2375

2380

23852390

PT S

TA.2

393

+59.1

7

PI

ST

A.2

378

+95.0

5

2395 2400 2405 2410

CO

R40137

CO

R40138

CO

R40167

CO

R40178

CO

R40180

CO

R40275

CO

R40276

CO

R40277

CO

R40279

CO

R40280

CO

R40281

CO

R40282

CO

R40283

CO

R40284

CO

R40285

CO

R40128

CO

R40134


P.B. "D", PG. 101

NOT PLATTED

Curve

BL04

BLC08

AT148

AT149

AT150

AT151

AT152

AT153

AT154

AT155

AT156

AT157

AT158

410

415

420

Sta 420+25.74 BK =

Sta 421+40.26 AH

EQUATION:

425

430

E = 525,960.522

N = 1,490,799.054

� STA.430+04.78

N 74°49'2

2" E

Curve B

L528

� S.R.

528 (

BE

ELIN

E W

EST)

E = 522,998.014N = 1,493,137.911

E = 525,126.156

N = 1,490,572.717

P.T. STA. 420+25.74

E = 521,807.072

N = 1,487,969.105

P.C. STA. 376+92.52

R = 5,412.65'

L = 4,333.22'

T = 2,290.26'

D = 01°03' 31"

¬ = 45°52' 10" (RT)

E = 522,915.780

N = 1,489,973.115

P.I. STA. 399+82.78

Curve BL528

E = 523,837.675

N = 1,491,728.192

P.T. STA. 2393+59.17

E = 525,806.157

N = 1,489,534.416

P.C. STA. 2363+93.10

R = 7,639.44'

L = 2,966.06'

T = 1,501.95'

D = 00°45'00"

¬ = 22°14'44" (RT)

E = 524,606.263

N = 1,490,437.798

P.I. STA. 2378+95.05

Curve BL04

� STA. 2410+00.00END BASELINE OF SURVEY

CO

R40290

CO

R40294

CO

R40289

RGE. 29 E.

TO

WN

SHIP LIN

E

EXIST.

L/A R/W LI

NE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

EXIST. L/A R/W LINE

300'

200'

200'

200'

TO

WN

SHIP LIN

E

SE

CTIO

N LIN

E

41

1,9

25.1

7'

2,638.83'

2,655.92'

2,6

56.1

8'

2,0

43.4

0'

2,656.56'

1,706.45'

2,6

46.3

9'

2,6

47.3

2'

603.9

2'

ST

A. 2351+

41.5

8

2,656.89'

950.44'STA. 2377+

98.75

2,6

66.7

8'

741.6

1'

ST

A. 2390+

01.2

4

3

3

4

33

34

4

3

TW

P. 24 S., R

GE. 29 E.

TW

P. 23 S., R

GE. 29 E.

TW

P. 23 S., R

GE. 29 E.

TW

P. 24 S., R

GE. 29 E.

SECTION LINE

41

33

34

34

R354 1463301.775 531453.333 0.99995900 28°21'31.17539" 81°23'15.97301" 2082+68.53 -100.26' 107.50' FOUND NGS PID AK5362 BRASS DISK IN BRIDGE STAMPED R 354 1978

OS25 1456010.583 534242.138 0.99995821 28°20'19.07022" 81°22'44.50085" 2004+65.23 117.49' 79.79' FOUND 5/8" REBAR WITH CAP FDOT URS LB 6839

OR19 1486718.820 529045.838 0.99995970 28°25'22.95746" 81°23'43.78097" 2320+67.34 -91.15' 94.73' FOUND 5/8" REBAR WITH CAP FDOT URS LB 6839

BLC08 1491738.082 523939.451 0.99996122 28°26'12.48490" 81°24'41.16462" 2393+15.05 92.38' 92.82' SET 3 1/2" ALUMINUM DISK IN CONCRETE MONUMENT STAMPED BLC 08


BLC06 1484329.880 530109.174 0.99995939 28°24'59.33836" 81°23'31.78445" 2293+86.30 -88.93' 88.82' SET 3 1/2" ALUMINUM DISK IN CONCRETE MONUMENT STAMPED BLC 06


BLC04 1474052.073 530288.605 0.99995934 28°23'17.58051" 81°23'29.40083" 2190+86.67 -84.66' 86.01' SET 3 1/2" ALUMINUM DISK IN CONCRETE MONUMENT STAMPED BLC 04



BLC01 1453927.894 534758.997 0.99995807 28°19'58.46470" 81°22'38.64373" N/A N/A 78.19' SET 3 1/2" ALUMINUM DISK IN CONCRETE MONUMENT STAMPED BLC 01

PRIMARY NETWORK CONTROL

SECONDARY NETWORK CONTROL

DESCRIPTIONELEVATION

POINT NAMENORTHING

(Y) (X)EASTING

SCALE FACTOR

LATITUDE LONGITUDEBASELINE STATION

OFFSET




W614 1486115.998 529694.313 0.99995951 28°25'17.00980" 81°23'36.49598" 2312+10.00 124.01' 117.50 SET IRON ROD & CAP STAMPED LB7055

W613 1486117.153 529411.984 0.99995959 28°25'17.01209" 81°23'39.65806" 2313+49.91 -121.22' 118.14 SET IRON ROD & CAP STAMPED LB7055


W611 1486160.618 530729.978 0.99995921 28°25'17.48498" 81°23'24.89833" 2308+22.45 1068.78' 96.16 SET NAIL & DISK STAMPED LB7055

W610 1480785.788 529317.494 0.99995962 28°24'24.22170" 81°23'40.52065" 2258+28.51 -997.65' 88.70 SET NAIL & DISK STAMPED LB7055

W609 1480730.774 530568.107 0.99995926 28°24'23.71736" 81°23'26.51393" 2257+62.71 252.44' 90.17 SET NAIL & DISK STAMPED LB 7055


W607 1464487.714 532108.918 0.99995882 28°21'42.93862" 81°23'08.67734" 2092+35.18 893.56' 88.32 FOUND ALUMINIUM DISK IN CURB STAMPED C-1404-027




W603 1456717.375 533299.062 0.99995848 28°20'26.03902" 81°22'55.07999" 2014+44.38 -538.42' 96.20 SET IRON ROD & CAP STAMPED LB 7055

W602 1456815.273 533619.393 0.99995839 28°20'27.01837" 81°22'51.49851" 2014+30.71 -203.74' 105.30 SET NAIL & DISK STAMPED LB 7055



AT112 1461954.320 532326.236 0.99995875 28°21'17.86143" 81°23'06.15425" 2067+08.08 277.34' 83.64' SET 5/8" REBAR WITH CAP STAMPED GPS/TRAV LB 7055

AT111 1460475.167 532603.391 0.99995868 28°21'03.22452" 81°23'02.99937" 2052+20.58 49.18' 94.52' SET 2" MAG NAIL WITH DISK STAMPED LB 7055

AT110 1461381.687 532046.180 0.99995883 28°21'12.18271" 81°23'09.26837" 2062+60.45 -176.50' 82.18' SET 5/8" REBAR WITH CAP STAMPED GPS/TRAV LB 7055


AT108 1458198.966 532463.636 0.99995872 28°20'40.68257" 81°23'04.48238" 2031+19.00 -836.25' 84.22' SET 2" MAG NAIL WITH DISK STAMPED LB 7055





AT103 1454118.865 535657.927 0.99995782 28°20'00.38330" 81°22'28.59083" N/A N/A 79.31' SET 2" MAG NAIL WITH DISK STAMPED LB 7055



AERIAL TARGETS





























SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY



ROAD NO. COUNTY


REVISIONS



CTL-9

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGEOSCEOLA /

CONTROL

PROJECT SURVEY

91

sam




AERIAL TARGETS

POINT NAME(Y)

NORTHING

(X)EASTING

SCALE FACTOR

LATITUDE LONGITUDEBASELINE STATION

OFFSET(Z)

ELEVATIONDESCRIPTION


























SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY


POINT NAMENORTHING

(Y) (X)EASTING

BASELINE STATION

OFFSET DESCRIPTION POINT NAMENORTHING

(Y)

EASTING(X) BASELINE

STATIONOFFSET DESCRIPTION

PROPERTY, RIGHT OF WAY & SECTIONAL MONUMENTS

COR40148 1481147.788 530582.487 2261+79.59 270.41' FD. 1/2" IRC KTCA PLS 2864

COR40146 1480765.546 530585.770 2257+97.33 270.40' FD. 1" ALUM PIPE NO ID

COR40145 1480719.633 530586.072 2257+51.42 270.30' FD. C.M. 4" x 4" W/IR NO ID

COR40144 1480719.610 530516.109 2257+52.00 200.34' FD. C.M. LF HENDRICH MAITLAND FLA RLS 1263 PRM

COR40143 1480785.758 530115.213 2258+21.60 -199.96' FD. C.M. SSP R/W

COR40142 1480730.611 530115.516 2257+66.45 -200.13' FD. C.M. SSP R/W

COR40141 1483344.971 530092.852 2283+80.91 -200.25' FD. C.M. PRM SSC LB 5736

COR40140 1483226.231 530093.943 2282+62.17 -200.18' FD. C.M. PRM SSC LB 5736

COR40139 1486016.353 529835.021 2310+60.17 201.39' FD. C.M. SSP R/W

COR40138 1489006.611 526008.427 2359+14.05 -299.99' FD. NL/TT FDOT

COR40137 1493216.964 523183.475 2409+73.01 199.79' FD. IRC APEX ENG LB 6939

COR40134 1494067.393 524761.701 2408+96.03 1990.90' FD. NL&W PRM LB 1221

COR40128 1491428.570 524769.572 2385+59.82 608.86' FD. NL&W NO I.D.

COR40127 1488797.548 530066.054 2328+30.73 2049.98' FD. IP IN C.M. NO ID

COR40126 1486115.140 524766.057 2351+67.42 -3357.22' FD. 6" x 6" CM W/IR NO ID

COR40125 1486147.997 532718.298 2302+58.62 2908.70' FD. 3" ALUMINUM DISK C/L TAFT VINELAND RD

COR40123 1454158.712 534974.028 N/A N/A FD. IR&C REF. PT.

COR40121 1455291.647 534576.574 1996+76.12 195.05' FD. IR&C REF. PT.

COR40120 1455275.093 534529.337 1996+76.13 145.00' FD. IRC REF. PT.

COR40111 1459726.122 532718.751 2044+75.58 -89.94' FD. BENT IRC REF. PT.

COR40110 1459820.647 532987.535 2044+75.79 194.97' FD. IRC REF. PT.

COR40109 1459805.719 532945.004 2044+75.79 149.90' FD. IRC REF. PT.

COR40107 1458688.335 533384.820 2032+75.81 195.00' FD. IRC REF. PT.

COR40106 1458668.489 533328.158 2032+75.84 134.96' FD. IRC REF. PT.

COR40105 1454135.919 534907.811 1984+75.90 125.00' FD. IR REF. PT.

COR40104 1454029.979 534605.844 1984+75.90 -195.00' FD. BENT IRC REF. PT.

COR40102 1459414.675 530186.857 2050+19.90 -2582.17' FD. C.M. 4" x 4" NO ID

COR40101 1454118.323 532884.216 1991+29.22 -1790.31' FD. C.M. W/ OSCEOLA CO BRASS DISK

COR40201 1478215.858 530535.937 2232+48.17 198.57' FD. C.M. 6" x 6" SSP R/W


COR40197 1468941.589 530946.545 2139+36.40 267.46' FD. IRC PBS&J LB 024

COR40196 1464070.959 531507.595 2089+84.25 199.92' FD. IRC PBS&J LB 024

COR40195 1463826.968 531586.843 2087+20.81 199.51' FD. C.M. 6" x 6" SSP R/W

COR40194 1461775.799 532306.041 2065+46.31 199.18' FD. C.M. 4" x 4" W/MAG NAIL & DISK PRM LS 4044

COR40193 1463662.945 531220.999 2086+86.25 -199.92' FD. C.M. 6" x 6" SSP R/W

COR40192 1464031.713 531101.659 2090+64.00 -200.03' FD. C.M. 3" x 3" W/NL & DISK PRM LB 68

COR40191 1468880.122 530454.071 2139+23.48 -228.65' FD. C.M. 3" x 3" W/NL & DISK LS 4044

COR40190 1469557.329 530416.592 2146+01.10 -199.61' FD. IRC PBS&J LB 024

COR40189 1464406.597 531001.012 2094+42.30 -199.67' FD. C.M. 3" x 3" W/NAIL & DISK PRM LB 68

COR40188 1464904.233 530897.087 2099+37.81 -199.60' FD. C.M. 3" x 3" W/ 1/2" IR NO ID

COR40187 1472865.694 530183.346 2179+01.25 -200.15' FD. C.M. 3" x 3" W/ 1/2" IR NO ID

COR40186 1473684.782 530176.421 2187+20.36 -200.01' FD. C.M. 3" x 3" W/NL & DISK PRM LB 68

COR40184 1486256.224 529702.835 2313+24.80 200.17' FD. C.M. 6" x 6" SSP R/W

COR40182 1486255.594 529236.532 2315+65.33 -199.39' FD. C.M. 6" x 6" SSP R/W

COR40180 1489290.306 525632.248 2363+85.21 -299.61' FD. C.M. 4" x 4" W/NL & DIDF PRM SW&G PCP RLS 1585

COR40178 1489686.323 525298.404 2368+77.77 -199.81' FD. C.M. 4" x 4" W/NL & DIDF PRM SW&G PCP RLS 1585

COR40173 1462646.587 532000.906 2074+69.01 199.53' FD. C.M. 4" x 4" W/MAG NAIL & DISK PRM LS 4044

COR40169 1479584.221 530525.680 2246+16.57 200.12' FD. C.M. 3" x 3" W/ 1/2 IR NO ID



COR40154 1484173.137 530464.146 2291+75.86 235.40' FD. PK NAIL/DISK PCP 1263

COR40153 1484173.244 530499.510 2291+71.00 270.40' FD. C.M. 3" x 3" W/STMD PRM 1263

COR40152 1483348.470 530493.590 2283+80.96 200.50' FD. C.M. 3" x 3" W/1/2 IR NO ID

COR40151 1483349.512 530528.273 2283+81.69 235.19' FD. NL/D LF HENRICH RLS 1263 PRM

COR40150 1483349.753 530563.232 2283+81.63 270.15' FD. 1" PIPE

COR40149 1481792.744 530507.141 2268+25.17 200.63' FD. C.M. 6" x 6" SSP R/W


ROAD NO. COUNTY


REVISIONS



CTL-10

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGEOSCEOLA /

CONTROL

PROJECT SURVEY

91

sam




POINT NAMENORTHING

(Y) (X)EASTING

BASELINE STATION

OFFSET DESCRIPTION POINT NAMENORTHING

(Y)

EASTING(X) BASELINE

STATIONOFFSET DESCRIPTION

PROPERTY, RIGHT OF WAY & SECTIONAL MONUMENTS



SAMUEL T. HALL, PSM

WANTMAN GROUP, INC.

2035 VISTA PARKWAY


COR40286 1488233.106 527202.240 2344+95.08 -199.89' FD. 5/8" IRON ROD"

COR40285 1490808.710 525423.574 2375+78.87 704.54' FD. C.M. 3 X3 "

COR40284 1488767.509 527949.272 2342+19.71 676.35' FD. 60D NAIL

COR40283 1489001.622 527768.986 2345+04.55 754.95' FD. NAIL

COR40282 1489833.904 526710.670 2358+50.63 783.30' FD. IRC 5/8" FDOT"

COR40281 1490249.813 526483.926 2362+81.93 979.19' FD. 1/2" IRON ROD"

COR40280 1490486.503 526544.448 2363+75.94 1204.68' FD. 1/2" IRON ROD"

COR40279 1490665.645 526687.308 2363+69.56 1433.72' FD. 1/2" IRON ROD"

COR40278 1491387.911 527746.645 2359+57.69 2647.90' FD. IRC 5/8 LB 7038"

COR40277 1490956.954 527745.816 2356+99.14 2303.11' FD. 5/8 IRON ROD"

COR40276 1490776.655 527434.458 2358+39.44 1971.80' FD. IRC 5/8" FDOT"

COR40275 1490773.813 526787.308 2363+54.73 1580.28' FD. 5/8" IRON ROD"

COR40272 1457784.005 533761.851 2022+97.65 251.39' FD. C.M. RLS 1781

COR40271 1457624.564 533886.100 2021+06.07 315.85' FD. C.M. RLS 1781

COR40270 1457362.839 534033.217 2018+10.40 368.02' FD. C.M. 4" x 4" "

COR40269 1457193.281 534117.333 2016+22.55 391.26' FD. C.M. 4" x 4" "

COR40266 1457699.162 533184.939 2024+08.58 -321.08' FD. C.M. 4" x 4" LB 696"

COR40265 1457559.056 533113.665 2022+99.97 -434.72' FD. C.M. 4" x 4" LB 696"

COR40264 1457189.467 533176.484 2019+30.43 -497.80' FD. C.M. 4" x 4" LB 696"

COR40263 1456808.133 532795.176 2016+96.83 -983.85' FD. IRC PSM 5592

COR40262 1456100.206 533798.494 2006+96.67 -271.47' FD. IRC 5/8" LB 3778"

COR40261 1456366.813 533591.735 2010+16.69 -378.31' FD. IRC 5/8" LB 3778"

COR40260 1456557.237 533461.459 2012+39.51 -438.20' FD. IRC 5/8" LB 3778"

COR40259 1456583.663 532892.603 2014+52.77 -966.23' FD. IRC 5/8" LB 3778"

COR40256 1482091.944 530074.939 2271+28.09 -228.97' FD. C.M. 3" x 3" W/NAIL & DISK SSC LB 5786

COR40249 1463339.397 531334.410 2083+43.40 -200.02' FD. C.M. 6" x 6" SSP R/W


COR40245 1456863.156 533256.024 2015+96.19 -530.77' FD. C.M. 4" x 4" W/ALUM DISK PRM LB696 K.S.PSM

COR40244 1456822.694 533141.143 2015+96.04 -652.57' FD. C.M. 4" x 4" (BROKEN) W/ 1/2" IR

COR40243 1456807.174 532995.528 2016+29.60 -795.11' FD. C.M. 4" x 4" (BROKEN) W/ ALUM DISK PRM LB 696

COR40241 1481826.301 530106.058 2268+62.19 -200.14' FD. C.M. 3" x 3" W/NAIL & DISK PRM SSC LB 5736


COR40239 1457338.973 534533.598 2016+22.22 832.29' FD. C.M. 3" x 3" W/NAIL & DISK PRB RLS NO 1781

COR40238 1464183.435 532076.020 2089+17.89 776.04' FD. C.M. 3" x 3" W/NAIL & DISK PRM LS 4044




COR40234 1468938.547 529992.342 2140+26.86 -682.44' FD. C.M. 3" x 3" W/NAIL & DISK PRM LS 4044

COR40233 1468557.212 530454.472 2136+02.08 -259.89' FD. IRC PBS&J LB 024

COR40232 1467348.104 529060.248 2125+35.38 -1765.86' FD. C.M. 3" x 3" W/NAIL & DISK PRM LS 4044



COR40227 1474955.912 529574.712 2199+96.64 -790.73' FD. C.M. 3" x 3" W/IR

COR40226 1475059.450 530887.452 2200+88.85 522.85' FD. C.M. 4" x 4" (BROKEN) W/ 1/2" IR

COR40225 1475316.101 531356.423 2203+41.44 994.01' FD. C.M. 3" x 3" W/IR

COR40224 1475419.737 531296.649 2204+45.59 935.14' FD. NAIL IN SIDEWALK NO ID





COR40218 1479545.102 530075.948 2245+81.33 -249.93' FD. C.M. 4" x 4" W/NAIL & DISK LF HENRICH RLS 1263 PRM

COR40217 1481827.258 530075.960 2268+63.40 -230.23' FD. C.M. 4" x 4"(TOP BROKEN) W/IR (BENT)

COR40216 1480800.407 530066.426 2258+36.67 -248.62' FD. 5/8" IRC LB 6710

COR40212 1486257.394 529940.736 2312+14.95 408.07' FD. 5/8" IRC ACCURIGHT LB 4475

COR40210 1486014.407 529142.372 2314+00.18 -405.73' FD. C.M. 6" x 6" SSP R/W

COR40209 1486184.252 528905.779 2316+93.49 -515.71' FD. C.M. 6" x 6" SSP R/W

COR78721 1462972.348 531338.508 2079+95.69 -317.67' FD. C.M. 6" x 6" NO ID

COR78720 1463099.045 531419.296 2080+88.50 -199.49' FD. C.M. 6" x 6" NO ID

COR78716 1463014.974 530965.270 2081+59.48 -655.75' FD. C.M. 4" x 4" LB 68

COR78715 1463007.517 531124.213 2080+99.82 -508.24' FD. C.M. 4" x 4" LB 68

COR78714 1462669.893 530948.104 2078+39.54 -786.19' FD. C.M. 6" x 6" NO ID

COR78713 1462672.037 530949.299 2078+41.17 -784.35' FD. C.M. 4" x 4" LB 68

COR78712 1462655.731 530973.561 2078+17.75 -766.86' FD. C.M. 4" x 4" LB 68

COR78711 1462618.965 531025.445 2077+65.88 -730.07' FD. C.M. 6" x 6" NO ID

COR40327 1456743.115 535502.770 2007+39.11 1,549.55' FD. 5/8" IRC STAMPED LB2766

COR40326 1464908.063 532711.244 2095+47.34 1,580.04' FD. C.M. 4" x 4" W/TOP BROKEN

COR40321 1496705.837 524753.792 2431+66.90 3,334.28' FD. NAIL & DISK STAMPED PLS LB3691

COR40320 1496706.310 522099.339 2445+25.66 1,053.96' FD. 5/8" IRC STAMPED A.L.O. LB3691

COR40319 1496686.102 519436.315 2458+71.04 -1,244.32' FD. NAIL & DISK STAMPED FDOT JGW LB1

COR40318 1486137.732 530069.844 2310+60.40 465.73' FD. C.M. W/DISK IN ENCASEMENT

COR40317 1486128.019 527403.874 2328+21.98 -1720.10' FD. C.M. W/DISK IN ENCASEMENT

COR40316 1454156.555 530295.335 2000+22.36 -4220.55' FD. C.M. 4" x 4" NO ID

COR40315 1456776.253 530297.660 2024+93.57 -3351.08' FD. C.M. 4" x 4" TINKLEPAUGH SURVEY INC PRM

COR40314 1459414.788 530299.729 2049+82.64 -2475.63' FD. C.M. 4" x 4" STAMPED OSCEOLA CNTY 1968 SEC32

COR40313 1459415.079 530186.629 2050+20.35 -2582.25' FD. C.M. 4" x 4" ILLEGIBLE

COR40312 1464862.429 524769.983 2104+96.58 -6279.05' FD. C.M. 3" x 3"

COR40311 1467519.362 524775.973 2131+25.54 -6012.75' FD. C.M. 4" x 4" W/BRASS DISK ILLEGIBLE

COR40310 1478182.070 530087.413 2232+18.25 -250.22' FD. 1/2" IRON ROD NO ID

COR40309 1494073.974 519454.581 2436+17.49 -2565.32' FD. C.M. 4" x 4" NO ID

COR40306 1483504.137 535366.284 2284+41.50 5074.95' FD. C.M. 4" x 4" NO ID

COR40305 1483496.682 532720.575 2284+71.72 2429.69' FD. NAIL & DISK STAMPED LB6556 FDOT

COR40304 1483489.224 530073.724 2285+30.98 -216.25' FD. 5/8" IRC ILLEGIBLE

COR40303 1483472.455 527415.043 2286+82.41 -2872.92' FD. 5/8" IRC STAMPED LB6556

COR40302 1483455.800 524774.538 2320+15.06 -5466.20' FD. NAIL & DISK STAMPED LB6556 FDOT

COR40301 1480813.871 524776.306 2258+95.77 -5538.43' FD. 1/2" IRON ROD NO ID

COR40299 1480830.238 527426.155 2258+89.28 -2888.54' FD. C.M. 4" x 4" NO ID IN CUT OUT

COR40298 1480836.047 530077.480 2258+72.21 -237.26' FD. 1" IRON PIPE NO ID

COR40297 1480847.765 535369.918 2258+38.28 5055.08' FD. IRON PIPE NO ID

COR40296 1488813.057 535366.645 2310+36.67 6399.72' FD. 5/8" IRC, NO ID IN ENCASEMENT

COR40295 1491469.547 535367.752 2320+42.34 7816.73' FD. C.M. 4" x 4" NO ID IN CUT OUT

COR40294 1491443.770 527409.121 2362+60.93 2489.51' FD. NAIL & DISK STAMPED LB7038

COR40291 1491452.516 530062.257 2341+46.62 4092.29' FD. MAG NAIL NO ID

COR40290 1488784.600 527409.905 2346+60.88 365.59' FD. 1/2" IRC ILLEGIBLE

COR40289 1491416.043 522102.817 2399+78.76 -1650.24' FD. 5/8" IRC STAMPED FDOT

COR40288 1494070.692 522101.072 2422+60.39 -293.28' FD. 5/8" IRC STAMPED FDOT


ROAD NO. COUNTY


REVISIONS



CTL-11

NO.

SHEET

411406-4-52-01411406-1-52-01

ORANGEOSCEOLA /

CONTROL

PROJECT SURVEY

91

sam

LEGEND - pbcgov.comsta. 1984+87.33 begin baseline of survey see said report for the surveyor's...

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Transcript of LEGEND - pbcgov.comsta. 1984+87.33 begin baseline of survey see said report for the surveyor's...