HomeMy WebLinkAbout1108-0318-BOUNDARY SURVEYSAVANNAH ROAD a
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RIO VISTA DRIVE
LOCATION MAP
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FOUND 3/4 iRON
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PROJECT
SITE
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
f 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 b ELEVATION
MONUMENT
P.C.P.- PERMANENT CONTROL 0 CABLE PEDESTAL
POINT 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
R/W - RIGHT OF WAY O ELECTRIC BOX
CENTERLINE
ELEV - ELEVATION OAK TREE
MEAS - MEASURED
E/P - EDGE OF PAVEMENT Cpw WATER METER
TOB - TOP OF BANK o MAIL BOX
0 SANITARY MANHOLE PINE TREE
OW-'-- WELL AS NOTED
SEPTIC TANK AS NOTED
FOUND 3/4" IRON
PIPE & LB 4108 CAP S 39036 ' 03 " E 344.49 ` 2
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APPROXIMATE
LIMIT
OF SAVANNAHS
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NOTE:
THE ENTIRE PORTION OF THE
PROPERTY BETWEEN INDIAN RIVER
DRIVE AND THE FLORIDA EAST
COAST RAILROAD LIES IN Cl
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CANOE
RAMP
ADJACENT
HOME FINISH
FLOOR 41.
53 NAVD 341.
95' 00
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FLOOR 37.
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BEARING DISTANCE L
I N 89036'03"W 61.90' L
2 S 89036'03"E 56.92' L
3 N 89036'03"W 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
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FORMBOARD TIE SK &
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STEMWALL TIE RES &
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ADD FINISH FLOOR
8-23-II DMJ 2.
MISC REV'S 7-
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