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SITE BENCHMARK
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SET 5/8- IRON ROD
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CAP tL(6NA%.0
EL 18.09
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Not Platted
Vacant Land
No Septic and/or Wells within 75' of Property tine
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4- + 8�1 Path
Top of Bank +
Tap of Book
IRC,,'� FOUND '/a H ROD
+ 0 centerline of Swale + N89,-W26�!W 272.29' + I CAI (SMASHED)
7 � + 79 Centerline of Swale
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-0 + TOP 1' Top of Book 1�5 \ ,
21.9 Reinforcement
Proposed 16'
C—Crete 2,5 +
+
*Proposed Culvert min.
15 comply. with R-91A
to meet with all current 22_3D
standard Engineering wl WELL
specifications. Proposed 30 C)
inverts are as shown ry�42 00' lax.
+
Propo
sed
24,0' Story/ 3 Bedroom,
Singly Family Residence V
2-2.-51 23-01
Fmis)%� Floor El. 23.5
6
Finished Floor
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El. 2J, 17
Garage ]11616 71
T-75jO'
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Being 0 Portion of N112, NW 114, SW 114 +
SE 114, SW 114 of Section 7-49-40
2-0-01 6'-12' Detention swole of o grade V-12' below that of the adjacent grode
+
FOUND 518- IRON ROD N89*55'51 "W 272.28'
& CAP (SMASHED)
9 3(0
Not Platted
Occupied
SEPTIC TANIK
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+ FOUND _5/1,Q1RON R
,LOB &CAP
LEGAL DESCRIPTION:
The North 112 of the Northwest 114 of the Southwest 114 of the Southeast 11'4
of the Southwest 114 of Section 7, Township 34 South, Range 40 East, of the
Public Records of St. Lucie County, Florida.
SURVEYOR'S REPORT
1 This Survey shall not be valid unless seated with an embossed Surveyor's Seal.
2 No underground improvements have been located as port of this Survey.
3 The lost field dote of this Survey was: 2.21.2021.
4 This Survey was prepared using the Plot of Record, no search of the public
records was performed by this office.
5 This Survey shown hereon was prepared in accordance with the Standards of the
practice of Surveying and Mapping as defined in 5J-17.050-052FAC.
6 By acceptance of this survey all parties agree that the signing surveyor's liability
is limited to the amount paid for said Survey.
7 Bearings have been based on the North Line of the Subject Property as shown
hereon. All other bearings are relative thereto.
8 Parcel/Lot line locations have been based on found survey control along the
West Line od Section 7-35-40.
9 LEFT BLANK.
10 The Legal Description shown hereon was provided by the client and/or his/her
representatives.
11 No ownership of fence lines has been determined as part of this Survey.
12 Off set calls to found survey control are relative to the nearest property corner,
inter -section of lines, point of curvatures (PC), point of reverse curvatures (PRC) or
other identifiable point.
13 Compliance with loco/ zoning requirements and or with requirements set forth
by other State, Public, and/or Private entities has not been verified as port of this
Survey.
14 Elevations shown hereon are in accordance with the North American Vertical
Datum of 1988.
FEMA Flood Zone data shown here on is based on the visual inspection of
the digital Flood Hazardous Mops provided by the Federal Emergency
Management Agency (FEMA) and is limited to the accuracy of such maps.
Flood Zone: X Community #: 120285, Panel #: 0070, Suffix: J, Dote: 2.16.2012
C - Concrete
CIE - Covered Entry
CAC - Concrete Pod with Air Conditioning
CB - Catch Basin
CBS - Concrete Block Structure
CMP - Corrugated Metal Ptol Equipment
GPE - Concrete Pod with
CTV - Cable TV Box
FFE - Finished Float- Elevation
CV - Water Gate Valve
HYD - Fire Hydrant
OIL - Overhead Utility Line
PP - Power Pole
SSYH - Sanitary Sewer Manhole
TC6 - Telephone Communications Box
UB - utility BOX
WY - Water Meter
LEGEND
FCM Found 4WConcrete Monument
FlP Found J' Iron Pipe
FIPC Found
Iron Pipe with Cop
FIR FoundA' Iron Rod
FIRC Found 15 Iron Rod with Cap
SIRC - Set 15 Iron Rod with Cap W7357'
FIPC - Found 112" Iron Pipe with Cop
FM Found Mag Nail
FUD Found Mag N0 with Disk
FN Found Nail
FN7T Found Nail with 7-in Tob
FPK Found PK Nail
FPKD Found PK N0 with Disk
ERRS Found Roil Road Spike
ICO In Pavement Cut Out
PREPARED FOR:
James E. & Deborah K. Anderson
Higgens Brothers Construction LLC
Prepared By: Regina C. Karner, PSM#4363
Korner Surveying, Inc. LB#7357
%
A., Di_qttally
KARNER UPVEYING INC. Regin s!6 . neAy
RESIDENTIAL & COMSMERCIAL SURVEVING SERVICES Regina KIrt-
2740 SW Martin Downs Blvd.#333, Palm City, FI. 34990 a Date:
Phone: (7!2)288 7206 Kdrner 1320207,V7
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kcrnerftarner�urvoyingjnc. com
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Construction and Final Inspection
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Note*:
1) The contractor will utilize best
management practices during oil
ogphases of construction to ere to
those requirement contained in and
mode port of the Building Permit
2) The storm water detention swole
a 6"- 12" in depth, shall be provided
around the improvements to detain
any storm water run off on the
subject property and divert, it to the
TA existing drainage swales
��*
7.4.21
broincae' Site Plan
011 -671
-6-21