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PROJECT
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SURVEYOR'S NOTES:
1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL
PARTS THEREOF.
2. THE SOUTHERLY LINE OF GOVERNMENT LOT 3 BEARS N 89-36.03"W
AND ALL OTHER BEARINGS ARE RELATIVE THERETO.
3. ADDITIONS OR DELETIONS TO THIS MAP OR REPORT BY OTHER
THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT
THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
4. NO EXCAVATION WAS DONE BY THE SURVEYOR TO DETERMINE THE
LOCATION OF THE UNDERGROUND FOUNDATION OF THE BUILDING OR
BUILDINGS SHOWN HEREON.
5. ORIGINAL BENCHMARK IS NGS STATION WHITE 2 RESET. ELEVATION`
28.63 NORTH AMERICAN VERTICAL DATUM. 1988 ADJUSTMENT. ALL
ELEVATIONS SHOWN HEREON ARE IN NAVD DATUM.
S 89036'03"E 923.23'
PORTION OF THE PROPERTY LYING WEST OF THE
FLORIDA EAST COAST RAILROAD
PARTIALLY COVERED BY SAVANNAHS
-LEGAL DESCRIPTION
THE NORTH 92.5 FEET OF THE SOUTH 10 ACRES OF GOVERNMENT LOT 3.
SECTION 26. TOWNSHIP 35 SOUTH. RANGE 40 EAST. LESS RIGHT OF WAY
FOR ROADS AND THE FLORIDA EAST COAST RAILROAD.
-ACCURACY
F
THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY
IS I FOOT IN 7.500 FEET WHICH WAS MET IN THE CASE OF THIS
SURVEY.
-DATA SOURCES
THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE
PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE
OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT
OR HIS REPRESENTATIVE.
-MEASUREMENT METHODS
ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED
WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS
PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY
TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY
OF I PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA
COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS
PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE
SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS.
*LIMITATIONS
PROPERTY LIES IN FLOOD ZONES X. AE 6. & VE 9. ACCORDING TO
MAP No. 12111CO193 F. DATED 8-19-91
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BOUNDARY INCONSISTENCIES
AS SHOWN HEREON
-APPARENT PHYSICAL USE
SINGLE FAMILY RESIDENTIAL
•EASEMENTS
NONE PROVIDED
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& LB 4108 DISK
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ORCHID HOUSE
DETAIL
SOUTH LINE GOVERNMENT LOT 3. SECTION 26-35-40
LEGEND:
P.O.B.-
POINT OF BEGINNING
C/0
- CLEAN -OUT
P.O.C.-
POINT OF COMMENCEMENT
ELEC
- ELECTRIC
P.R.M.-
PERMANENT REFERENCE
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- ELEVATION
MONUMENT
P.C.P.-
PERMANENT CONTROL
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CABLE PEDESTAL
POINT
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IRON ROD AS NOTED
P.C. -
POINT OF CURVATURE
SANITARY CLEAN -OUT
P.T. -
POINT OF TANGENCY
P.I. -
POINT OF INTERSECTION
[11
TELEPHONE PEDESTAL
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RIGHT OF WAY
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CENTERLINE
ELEV -
ELEVATION
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TOP OF BANK
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SEPTIC
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APPROXIMATE
LIMIT OF
SAVANNAHS
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NOTE: THE ENTIRE PORTION OF
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EAST COAST RAILROAD LIES IN
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LINE
BEARING DISTANCE
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61.90'
L 2
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89036'03"E
56.92'
L 3
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32.11'
-CERTIFIED TO:
GEORGE AND SUSAN PANTUSO
HARDEE COUNTY TITLE INSURANCE
STEWART TITLE INSURANCE
MIDFLORIDA CREDIT UNION
-DATE OF SURVE : MAY 16. 2013
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER
NAMED BELOW.
-SURVEYOR AND Nlkl'PER IN RESPONSIBLE CHARGE
DAVID M. JONES. FLORI LICENSE NUMBER LS 3909
(SIGNED AND SEAL
REVISIONS
BY
8. ORCHID HSE
FORMBOARD
DMJ
5-22-12
7. REV ORCHID HSE
15-1-12
DMJ
6. FORMBOARD TIE
SK & MECH 3-20-12
DMJ
5. FORMBOARD TIE
1-20-12
DMJ
4. STEMWALL TIE
RES & GAR 10-4-11
DMJ
3. ADD FINISH
FLOOR 8-23-II
DMJ
2. MISC REV'S
7-20-II
DMJ
I. REV DRAINFIELD
6-22-11
DMJ
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DATE
5-9-11
j SCALE
I" - 40'
JOB NO.
II-031
SHEET
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F B 456 . PG 8� of I SHEETS
26-35-40
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