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S 89°39'51" E 2622.80'
S. 1/2 OF THE NE 1/4 OF SECTION 28-35-38
PROJECT SPECIFIC NOTES:
1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE CALCULATED(C) AND MEASURED(M).
2) SITE ADDRESS: NOT ASSIGNED AT TIME OF SURVEY.
3) PARCEL ID: 2228-131-0001-000-6.
4) F.I.R.M. ZONE: "X", MAP NO. 12111CO150J, DATED 02/16/12.
5) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL CONCERN.
6) SURVEYOR WAS NOT PROVIDED WITH ANY TITLE INFORMATION FOR THIS PARCEL. SURVEYOR ASSUMES NO
RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, THERE MAY
BE OTHER EASEMENTS OR RESTRICTIONS THAT EFFECT THIS PARCEL.
7) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE.
8) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES
IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
9) THE DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENT'S REPRESENTATIVE.
10) BEARING REFERENCE: THE NORTH LINE OF THE SOUTH 37.00' OF THE SOUTH 112 OF THE NORTHEAST 1/4 OF
SECTION 28 IS TAKEN TO BEAR SOUTH 89039'27" EAST.
11) DATE OF LAST FIELD SURVEY: 05/13121.
SITE PLAN NOTES:
1) SUBJECT TO CLIENT AND PERMITTING AGENCY APPROVAL,
2) CONTRACTOR IS TO VERIFY SETBACKS AND LOCATION OF EXISTING UTILITIES.
3) HOUSE DIMENSIONS SHOWN MAY BE APPROXIMATE, REFER TO APPROVED BUILDING PLANS FOR CONSTRUCTION DIMENSIONS.
4) THE ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM OF 100.00 FEET.
4) THE ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
ADD PARKING SPACES 07/16/21 FILE WC JJR
SITE PLAN 05 28 21 357 56 WC JJR
DESCRIPTION DWG. DATE FB PG BY CK
SCALE 1A = 5DR4W/NG NUMBER.-
SNEET > OF 21-234
(LEGEND `
O—Set Iron Rod and Cap "LB 8360" ■—Found CM
*—Found Iron Rod (and Cap) OO —Found Pipe (and Cap)
ABBREVIATIONS
6=Baseline; BM=Benchmark; CE=Centerline; C=Calculated; CATV=Cable TV; CM=
Concrete Monument; CONC=Concrete; D=Deed; O=Delta or Central Angle; E=East;
E'LY=Easterly, E/P=Edge of Pavement; ESMT=Easement F.I.R.M.=Flood Insurance
Rate Map; FND=Found; IP=Iron Pipe; IR&(C)=Iron Rod (and ID Cap); L=(Arc) Length;
M=Meosured; MH=Manhole; N=North; N'LY=Northerly, NGV(D)=National Geodetic
Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; r—Property
Line; P=Plot; PC=Point of Curvature; PCC=Point of Comflaund Curvature; PCP=
Permanent Control Point; PCB=Point of Beginning; POC=Point of Commencement;
PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; PT=Point
of Tangency; PU&D=Public Utility and Drainage; R=Radius; R/W=Right—of—Way,
S=South; SLY=Southerly, T=Tangent; TEL=Telephone Splice or Switch Box; W=West;
Ill,!, LY=Westerly. UTIL=UtilitAies);>*=Spot Elevation based on indicated Datum.
N O R�TrH
DESCRIPTION:
THE SOUTH ONE-HALF OF THE NORTHEAST ONE -QUARTER OF SECTION 28,
TOWNSHIP 35 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA.
LESS AND EXCEPT THE EAST 40' THEREOF FOR SNEED ROAD (COUNTY
ROAD 613) AND ALSO LESS AND EXCEPT THE SOUTH 37.00 FEET.
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PROPOSED DRA200
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PROPOSED
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PROPOSED RESIDENCE
MIN F.F.E. 24.60
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PROPOSE CONCRETE
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PAVER PARWNG SPACES
2228-131-0001-000-6
t77.69 ACRES
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SCALE IN FEET
MAP SCALE: 1 INCH = 50 FEET
INTENDED DISPLAY SCALE
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BENCHMARK
SET NAG NAIL & DISK "US
8360'IN FENCE POST
EL. 24.55' (NAV) 88)
ASPHALT MILLINGS ROAD
22.9
40.Or
.. NSLRWCD CANAL NO, 69 _ _ _ 1 4 SECTION uNE
EAST 1/4 CORNER
OF SECTION 28-35-38 J
FWND RAILROAD SPIKE (NO 10)
STANDARD NOTES:
1. No search of the public records for determination of ownership or restrictions affecting the lands
shown was performed by the surveyor.
2. The survey depicted here is prepared exclusively for those parties noted.
3. No responsibility or liability is assumed by the surveyor for use by others not specifically named.
4. Not valid without the signature and embossed seal of Florida licensed surveyor and mappor #4506.
5. There are no visible above ground encroachments except as shown.
6. No attempt was made to locate underground improvements and/or encroachments (if ony) as part of
this survey.
7. This survey was prepared in accordance with and conforms to the standards of practice for
professional surveyors and mappers as outlined in Chapter 5J-17, Florida Administrative Code.
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TRADEWINDS SURVEYING GROUP, LLC.
200 SW 3rd Avenue
Okeechobee, FL. 34974`
Tel: (863) 763-2687:
Fax: (863) 763-4342
10� ,1. Rice, P.S.M. (LS 4506) LB 8360