HomeMy WebLinkAboutBoundary Survey 1-5-22BOUNDARY SURVEY & SITE PLAN PREPARED FOR LARRY & JULIET HURRAY
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FOUND 5/8" IRON
ROD j, CAP '8098'
N. LINE OF LOT 1 - LIMITS OF -SERENITY AT THE PRESERVE PLAT
D 5/8" IRON
& CAP "8098"
SET IMAG NAIL & DISK
18 3fi0' IN UTILITY POLE
EL- 5.8g (NAVD 88)
DESCRIPTION:
LOT 3, SERENITY AT THE PRESERVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 91, PAGE'S 3 AND 4, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
PROJECT SPECIFIC NOTES:
1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE PLAT(P) AND MEASURED(M).
2) SITE ADDRESS: NOT ASSIGNED AT TIME OF SURVEY.
3) PARCEL ID: 3228-600-0003-000-2.
4) F.I.R.M. ZONE: "X", MAP NO. 12111CO250J, DATED 02/06/12.
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.
0 25 50 8) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT
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II...,I,,,,I,,,,I,-I..,.I WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
MAP SCALE: N FEENCH T 50 50 FEET 9) THE DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENT'S REPRESENTATIVE.
INTENDED DISPLAY SCALE 10) BEARING REFERENCE: THE EAST RIGHT-OF-WAY LINE OF CARLTON ROAD IS TAKEN TO BEAR NORTH 00°05'50" EAST.
11) DATE OF LAST FIELD SURVEY: 05/20/21.
— — — — -
- — —
-- -- 545.0- --— — — — — — — — — — — — — 9-----------
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vri c DRAINFIELD
r/1/R/11P70;7SE/D/'
t1200 SO FT
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-'- -- -- — — -- — — — — 545.0' — — — — — — -- — — — — — — — — — — — — — — — —tit
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 725.0
— — — — — — — — — — — — — — — — — —
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4'X4" CONCRETE
:NT "PRM 8098"
IN. SETBACK REQ.
R SID
TRADEWINDS SURVEYING GROUP, LLC.
200 SW 3rd Avenue
Okeechobee, FL. 34974
Tel: (863) 763-2887
Fax: (863) 763-4342
Q
ohn Rice, P.S.M. (LS 4506) LB 8360
PREPARED FOR THE EXCLUSIVE USE OF:
LARRY MURRAY
JULIET MURRAY
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 THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
LOT 2
(VACANT)
N 89-31-30" E(M) N 89-31'15' E(P) 1516.00'
9L AVAILABLE AREA
32.0'
0 1g' 2 PROPOSED PARKING SPACES
(SURFACE MATERIAL SHALL BE \
CONCRETE, ASPHALT, BRICK PAVERS,
o Ow.,i o STAMPED CONCRETE OR PAVING BLOCK) LOT 3
0 W / ±5.12 ACRES \
a z e (VACANT)
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32.0'
— — _ PROPOSED WATERLINE ���\p G S
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MIELL 1
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S 89-31'30" W(M) S 89-31'15" W(P) 1370.79'
LNPLATTED /
(VACANT)
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 mapper #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 any) 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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CONSERVATION i
Y — EASEMENT ---^
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oI � 25.00' WETLAND BUFFER
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LEGEND
O—Set Iron Rod and Cap "LB 8360" ■—Found CM
•—Found Iron Rod (and Cap) 0—Found Pipe (and Cap)
ABBREVIATIONS
Q=Baseline; BM=Benchmark; (�= Centerline; C=Colculoted; CATV=Cable TV; CM=
Concrete Monument; CONC=Concrete; D=Deed; A=Delta or Central Angle; E=East;
E'LY=Easterly, E/P=Edge of Pavement; ESMT=Eosement; F.I.R.M.=Flood Insurance
Rate Map; FND=Found; IP=Iron Pipe; IR&(C)=Iron Rod (and ID Cap); L—(Arc) Length;
M=Measured; MH=Manhole; N=North; N'LY=Northerly, NGV(D)=National Geodetic
Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; fL'=Property
Line; P=Plat; PC=Point of Curvature; PCC=Point of Compound Curvature; PCP=
Permanent Control Point; POB=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; S'LY=Southerly, T—Tangent; TEL=Telephone Splice or Switch Box; W=West;
W'LY=Westerly, UTIL=Utility(ies);=Spot Elevation based on indicated Datum.
FOUND 5/8-IRON
ROD & CAP '8098"
FOUND 4-X4' CONCRETE
MONUMENT 'PRM 8098"�
1�
FOUND 4'X4" CONCRETE
MONUMENT "PRM 8098"
DESCRIPTION DWG DATE FB/PG BY CK
BOUNDARY SURVEY & SITE PLAN 05/28/21 369/12 WC JJR
REVISE SITE PLAN 06/04/21 N/A WC JJR
ADD PARKING & F.F.E. 09/16/21 N/A WC JJR
REVISE SITE PLAN 01 /04/22 N/A WC JJR
SCALE >� = 507 DRAWING NUMBER.•
SHEET 1 OF 21-238-..l
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