THURMAN RODDENBERRY & ASSOCIATES, INC. · ssmh top = 109.76' inv = 103.00' ssmh top = 98.50' inv =...
Transcript of THURMAN RODDENBERRY & ASSOCIATES, INC. · ssmh top = 109.76' inv = 103.00' ssmh top = 98.50' inv =...
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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
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24"PINE
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22"PINE
30"PINE
19"PINE
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25"PINE19"PINE
20"PINE
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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
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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