HomeMy WebLinkAboutRevised Survey\ / LEGAL DESCRIPTION
\ Lot 1, Block 82, INDIAN RIVER ESTATES UNIT NINE, according to the Plat thereof, as
recorded in Plat Book 10, Page 74, Public Records of St. Lucie County, Florida.
LOCATED IN SECTION 12, TOWNSHIP 36 SOUTH RANGE 40 EAST
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Containing 15,761.2 Square Feet (0.36 Acres)
Lot 6 / PROPERTY PARCEL ID # 3402-610-0349-000-4
Block 81
SURVEYOR'S REPORT
/ 1 The survey map and report or the copies thereof are not valid without the original signature and
unless sealed with an embossed Surveyor's Seal a Florida licensed surveyor and mapper.
MIN. SETBACK REQ. 3 The last field date of this Survey was: 3.7.13, Form Board 6.20.13, 12.17.13 Post Construction,
8.6.21 NAVD Elevations only.
FRONT ��� 4 This Survey was prepared using the Plat of Record only. No other documents were provided and
\ e� SIDES no search of the public records was performed by this office.
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CNR SIDES T 5 The Survey shown meets the standards of the practice of surveying and mapping set forth in
\ e Ea)e 0 Jfea� o� / / REAR J \ Florida Administrative Code 5J— 17, pursuant to chapter 472 of the Florida Statutes.
/ ZNG. \may 6 By acceptance of this survey all parties agree that the signing surveyor's liability is limited to the
OO 51 1�� �e e��� k 0? 1A TECH. V amount paid for said Survey.
\ b S�a� PoJ 0 h� 1 7 Unless other wise noted all bearing and distances are in accordance with the record plat and have
oii / / - been verified by field measurements. See map for bearing base.
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20' Side Setback Line
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Radius=25.00
Lot 1, Block 82
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Delta=91'55'07"
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0.36 Acres
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Length=40.11
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FIRC �
23'04r SIRC
S00"00'00"W 125.21'
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0.20'S
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Center of Swale
-- Edge of Pavement
Cassia Drive
Center Line
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APPROVED V`^ -
APProval Ordet
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0.39'W
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0 i�8 Parcel/Lot line locations have been based on found survey control along the center line and/or
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right of way line of Bamboo Dr. and Cossia Dr..
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9 LEFT BLANK.
10 The Legal Description shown hereon was provided by the client and/or his/her representatives.
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11 No ownership of fence lines has been determined as part of this Survey.
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12 Off set calls to found survey control are relative to the nearest property corner, intersection of
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lines, point of curvatures PC , point of reverse curvatures PRC or other identifiable point.
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13 Compliance with local zoning requirements and or with requirements set forth by other State,
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Public, and/or Private entities has not been verified as part of this Survey.
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14 The Elevations shown hereon are based the previously established vertical control on site more particular
the Site Bench mark shown on the Site Plan prepared by this office on January 17th 2013. being a Found PK
Nail with Disk (Culpepper & Terpening) at the Elevation of 16.25. All Elevations shown were referenced to this
Bench Mark and were established in accordance to the accuracy consisting with the requirement set forth in the
standards for the practice of Surveying and Mapping as noted hereon.
15 The field survey performed in 2013 generated a closed geometric figure exceeding a horizontal
closure of 1:10,000.
FEMA Flood Zone data shown here on is
based on the visual inspection of the
digital Flood Hazardous Maps provided
by the Federal Emergency Management
Agency (FEMA) and is limited to the
accuracy of such maps.
Flood Zone: X Community #: 120285,
Panel #: 281 Suffix: K, Dote: 2.19.2020
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To Septic
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S00'00'00'W 945.00' (Base Bearing ASSUMED)
Edge of Pavement
Prepared For:
Michael M. Revels
(Plat & Measured)
S00°00'00"W 315.00'
20 0 20 40
( IN FEET )
1 inch = 20 ft.
SCANNED
KARNER SURVEYING, INC.
Residential & Commercial Surveying Services
2740 SW Martin Downs Blvd.#333, Palm City, F1.34990
Phone: (772)288 7206 Fax:(772)223 8181
LEGEND
CIE - Covered Entry
CAC - Concrete Pad with Air Conditioning
CBS - Concrete Block Structure
CMP - Corrugated Metal Pipe
CPE - Concrete Pad with Pool Equipment
CTV - Cable TV Box
CWP - Concrete Pad with Well Pump
EL - Elevation
FFE - Finished Floor Elevation
GV - Water Gate Valve --
-
-H1`D Fire -Hydrant - — — --
OIL - Overhead Utility Line
PPA - Power Pole with Guy Anchor
WPP - Wood Power Pole
TCB Telephone Communications Box
SSMH Sanitary Sewer Manhole
-UB - Utility Box
WM - Water Meter
P.C. - Point of Curvature
P.T.- Point of Tangency
FCM - Found 4"x4"Concrete Monument
FIP - Found }" Iron Pipe
FIPC - Found J" Iron Pipe with Cap "RLS2035"
FIR - Found 15 5 )Iron Rod
FIRC - Found #5 ( ")Iron Rod with Cop "LB5543"
SIRC - Set #5 ,Iron Rod with Cap 'LB#7357"
FIPC - Found 1 2" Iron Pipe with Cap
FM - Found Ma Nail
FMD - Found Mag Nail with Disk
FN - Found Nail
FNTT - Found Nail with Tin Tab
SNTT - Found Nail with Tin Tab
FPK - Found PK Nail
FPKD - Found PK Nail with Disk
FRRS - Found Rail Road Spike
/CO - In Pavement Cut Out
UTS - Unable to Set Survey Control
X0.00 - Existing elevations
0. 070 - Proposed Grade
PREPARED FOR:
Michael M. Revels
This Survey was prepared on December 20, 2013 with it's last
date of field acquisition of data on 12.16.2013. The purpose of
the revision to the Survey on 8.29.2021 is to show Elevations
near a proposed pool. Furthermore the purpose includes to show
the Elevations located in the field on 6.18.2021 and the proposed
pool layout relative to the 2013 Boundary. 1 hereby certify to the
best of my knowledge and belief this is a true, accurate and
complete depiction of a field survey performed under my direction
and I further certify that this survey was prepared in accordance
to the practice of surveying and mapping set forth in Florida
Administrative Code 5j- 17, pursuant to Chapter 472 of the Florida
Statutes.
Prepared By: Regina C. Kamer, PSM#4363
Kamer Surveying, Inc. LB#7357
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Boundary Survey
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Date,
Field Boots
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1302.30
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Sheet NOJ
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