70

75

75

80

80

80

80

85

85

85

90

90

95

95

95

100

105

105

110

100

71

71

72

72

73

73

74

74

76

76

77

77

78

78

79

79

79

81

81

81

81

81

81

82

83

84

86

86

86

87

87

87

88

88

88

89

89

89

91

91

91

92

92

92

93

93

93

94

94

96

97

98

101

10210

3

104

104

106

106

107

107

108

109

111112

113

103

102101

9998

97

99

84

84

83

83

83

82

82

82

78

96

N81°42'19"E178.15' (M)

S08°27'05"E

304.64'

N81°33'29"E177.51' (M)

N81°20'00"E

257.84' (M)

N81°29'04"E

585.16' (M)

S08°32'02"E

507.07' (M)

S81°32'06"W

431.88' (M)

N08°31'10"W

283.39' (M)

S81°28'51"W 153.74' (M)

N08°26'33"W

283.26' (M)

R=29.97'L=47.15'?=90°08'13"N36°29'36"E42.43'

R=30.00'L=47.19'?=90°07'16"N53°30'59"W42.47'

S81°33'43"W

355.97' (M)

S81°25'28"W257.36' (M)

N08°23'22"W

59.68' (M)

N08°30'12"W

244.98' (M)

PEDDIE DRIVE

CL

AR

K D

RIV

E

GARBER DRIVE

x

6' CHAIN LINK FENCE

1.39'

1.51'0.95'

6' CH

AIN

LINK FEN

CE

3' WOODFENCE

T

TELEPHONEBOX

S

36"C

MP

S

S

26" C

MP

WV

HY D

FIRE HYDRANT

WATER VALVE

S

S

WM

T

WATERMETER

TELEPHONEBOX

T

BOXTELEPHONE

S

T

S

S

HY D

FIREHYDRANT

18" CM

P

SS

SS

SS

SS

SS

SS

SS

SS

S

WV

SSMHTOP = 109.76'INV = 103.00'

SSMHTOP = 98.50'INV = 90.54'

SSMH

TOP = 81.06'INV = 73.06'

INV = 74.83'TOP = 80.20'

SSMH

SSMH

TOP = 90.05'INV = 81.39'

INV = 67.86'

SSMH

TOP = 74.53'

TOP = 73.72'

SSMH

INV = 66.57'

INV = 65.62'

SSMH

TOP = 75.08'

TOP = 76.64'

SSMH

INV = 69.24'

20"PINE

18"PINE

18"PINE

19"PINE

19"LIVEOAK

19"PINE

18"PINE 18"PINE

18"PINE

19"PINE

19"PINE

20"PINE

29"LIVEOAK

TWIN16"-7"LIVEOAK

18"OAK

TWIN18"-15"OAK

19"PINE18"PINE

31"LIVEOAK19"PINE

22"PINE20"PINE

21"LIVEOAK 20"PINE

189"PINE

18"PINE

18"PINE

19"PINE

18"PINE

18"PINE

18"OAK

21"LIVEOAK

26"LIVEOAK

18"LIVEOAK

27"LIVEOAK

18"OAK

18"PINE

19"SWEETGUM

40"LIVEOAK

TWIN16"LIVEOAK

24"PINE

23"PINE

18"PINE

18"PINE

20"PINE

18"PINE

18"PINE

18"OAK

18"OAK19"PINE 19"PINE

23"PINE

19"PINE

19"PINE

22"OAK

23"PINE

TWIN20"-12"SWEETGUM

18"SWEETGUM

18"OAK

25"WHITEOAK

20"CHERRY

18"SWEETGUM

52"LIVEOAK

25"SWEETGUM21"OAK

23"LIVEOAK

TWIN21"-20"LIVEOAK

25"LIVEOAK

30"LIVEOAK

68"LIVEOAK

19"OAK

25"OAK

20"OAK 23"PINE

21"PINE

20"PINE20"REDOAK

20"WHITEOAK

18"OAK

18"PINE

TWIN18"-14"LIVEOAK

18"REDOAK

TRIPLE12"-10"-9"LIVEOAK

21"LIVEOAK

21"OAK

41"LIVEOAK

19"PINE

19"PINE

23"OAK

22"PINE

25"LIVEOAK

TWIN13"LIVEOAK

18"PINE

18"PINE

CLUSTER62"OAK

18"PINE18"PINE

25"PINE25"PINE

19"OAK

19"PINE

19"PINE

19"PINE

19"OAK

26"PINE

21"PINE

20"PINE

22"PINE

30"PINE

26"PINECLUSTER68"LIVEOAK

30"OAK

18"PINE

20"REDOAK

20"PINE

19"PINE

25"PINE

TWIN25"-17"PINE

TWIN13"-9"LIVEOAK

22"LIVEOAK

18"PINE

TWIN15"LIVEOAK

18"LIVEOAK19"PINE

22"PINE

19"PINE

18"PINE

24"PINE

19"PINE

20"PINE

20"PINE

19"PINE

21"PINE

21"PINE

21"PINE

20"PINE 18"PINE

21"PINE

21"PINE

20"PINE26"PINE

22"PINE

30"PINE

19"PINE

22"PINE

25"PINE19"PINE

20"PINE

23"PINE

22"PINE

21"PINE

20"PINE

24"PINE

TWIN22"-7"PINE

18"CHERRY

22"PINE

24"PINE

23"PINE

19"PINE

18"PINE

19"PINE21"WHITEOAK

19"WHITEOAK

19"WHITEOAK

18"WHITEOAK

22"WHITEOAK

19"PINE

18"OAK

TRIPLE21"-17"-12"LIVEOAK

26"PINE

21"PINE18"CHERRY

18"PINE

18"WHITEOAK

18"CHERRY

18"OAK

22"LIVEOAK

28"LIVEOAK

45"HARDWOOD30"REDOAK

25"LIVEOAK

21"PINE

18"PINE

18"CHERRY

21"PINE26"LIVEOAK

18"CHERRY

23"PINE

18"PINE

30"OAK

23"OAK

28"PINE

34"OAK

24"REDOAK

28"LIVEOAK18"CHERRY

53"LIVEOAK

TWIN68"-35"LIVEOAK

83"LIVEOAK

19"PINE

212"OAK

20"OAK

31"LIVEOAK

27"LIVEOAK

33"LIVEOAK

22"OAK20"SWEETGUM 25"LIVEOAK

19"PINE

21"PINE22"REDOAK

48"LIVEOAK

20"OAK

24"OAK

87"LIVEOAK

19"PINE

19"OAK

25"OAK

22"OAK

22"OAK

FCM#2919

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#2919FCM

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#2919FCM

#2919FCM

#2919FCM

#2919FCM

#2919FCM

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FCM

Professional Surveyors and Mappers

THURMAN RODDENBERRY & ASSOCIATES, INC.

Sopchoppy, FL 32358-0100

JOB NUMBER: 04-129

DRAWN BY: MMD

DATE OF LAST FIELD WORK:

DATE: 02/27/04

FILE: 04129.DWG

N.B. 394

02/24/04

125 Sheldon StreetP.O. Box 100

LB. NO 7160

COUNTY: LEONpg. 23-26

(850) 962-2538

LOT 5BLOCK "E"

BLOCK "E"LOT 6

LOT 7BLOCK "E"

BLOCK "D"LOT 13

LOT 12BLOCK "D"

LOT 11BLOCK "D"

LOT 10BLOCK "D"

LOT 24BLOCK "D"

LOT 23BLOCK "D"

LOT 22BLOCK "D"

SITE BENCHMARKNAIL IN 18" OAK @ ELEV. 70.89' (NGVD '29)

SITE BENCHMARK

NAIL SET IN 19" PINE@ ELEV. 79.38' (NGVD '29)

@ ELEV. 80.19' (NGVD '29)NAIL SET IN POWER POLE

SITE BENCHMARK

PLAT OF BOUNDARY AND TOPOGRAPHICAL SURVEY CERTIFIED TO:

Community Panel No. 12014? 0????, index date: November 17, 1997,Subject property is located in Zone "?" as per Flood Insurance Rate Map

Leon County, Florida

FLOOD ZONE INFORMATION:

6. Not valid without the signature and the original raised seal of a5. This survey is dependent upon EXISTING MONUMENTATION.4. There are NO VISIBLE ENCROACHMENTS other than those shown hereon.3. NO IMPROVEMENTS have been located in this survey other than shown hereon.

South 81 degrees 32 minutes 06 seconds West as per unrecorded plat.2. BEARING REFERENCE: The Northerly right-of-way boundary of Garber Street being

by the undersigned surveyor.1. SURVEY SOURCE: Record deeds, unrecorded plat, and a field survey performed

Florida licensed surveyor and mapper.

per record deed.

NOTES:

8. Elevations shown hereon were established by using NGVD '29.7. See attached sheet for legal description.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0CLIFF LAMB AND ASSOCIATES

LOT 4BLOCK "E"

LOT 8BLOCK "E"

LOT 21BLOCK "D"

LOT 14BLOCK "D"

R/W

R/W

R/W

R/W

R/W

R/W

EDGE OF PAVEMENT

EDGE OF PAVEMENT

R/W

R/W

R/W

R/W

EDGE OF PAVEMENT

(60' R/W ~ PAVED)

(PAVED

)

R/W

M

FCM FOUND CONCRETE MONUMENT

MEASURED

RIGHT-OF-WAY

LEGEND

BEARING BASE

431.90'

N08°31'00"W

283.37'

S81°29'00"W

N08°31'00"W

283.30'

N91°29'00"E

585.64'

S08°31'00"E

507.16'

S81°29'001"W

355.87'

N08°31'41"W

60.00'

S81°29'00"W

257.66'

S08°31'00"E

N81°29'00"E

257.72'

N81°29'00"E177.92'

N81°29'00"E177.85'

N08°30'12"W

6, Florida Administrative Code).

the survey shown hereon and that this survey meets

subject property. It is possible there are deeds of records,

The undersigned surveyor has not been provided a current title

the minimum technical standards for land surveying (Chapter 61G17-

I hereby certify that this is a true and correct representation of

unrecorded deeds, easements or other instruments which could affect

opinion or abstract of matters affecting title or boundary to the

________________________________

Florida Certificate No: 4261Surveyor and MapperJAMES T. RODDENBERRY

the boundaries.

50 50 100

50

20025

MA

GN

ETIC