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N. LINE OF LOT 1 - LIMITS OF "SERENITY AT THE PRESERVE" PLAT
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& CAP '8098"
MAG NAIL &t DISK
8360" IN UTILITY POLE j
25,89' (NAVD 88)
— — — — — — — -- — — — — — — — — — — — 447.9' —
FOUND 4"X4" CONCRETE
MONUMENT "PRM 8098"
(MO U ,
200 SW 3r'cl avenue
Okeechobee, FL. 3497'
Tel: (863) 763-2887
Fax: (863) 763-4342
John-1 Rice, P.S.M. (LS 4506 LB 8360
-- 443.9- — — — — — — — — — — — — — — — — — —
PREPARED FOR THE EXCLUSIVE USE OF:
LARRY MURRAY
JULIET MURRAY
DESCRIPg BON:
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.
PROw=ECT 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 RESPONSIB'LITY OR
LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, THERE MAY BE OTHER EASEMENTS OR RESTFICTIONS 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 PROHIBIT-ED WITHOUT
I.—I....I.,..I., I ..,I,,,.L...I..gl WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
SCALE IN FEET 9) THE DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENT'S REPRESENTATIVE.
MAP SCALE: 1 INCH = 50 FEET
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.
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RESIDENCE M
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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°31'3' E(M) N 89°31'15" E(P) 1516.00'
LOT 3
±5.12 ACRES
(VACANT)
sera......... .v.�.A� t lttil{�.,� rJ
STANDARD NOTES;
1. No search of the public records for determindtion of ownership or restrictions affecting the lands
shown was performed by the surveyor. ly for those parties noted.
2. The survey depicted here is prepared exclusive+ surveyor for use by others not specifically named.
3. No responsibility or liability is assumed by thq seal of Florida licensed surveyor and mapper #4506•
4. Not valid without the signature and embosse nts except as shown.
5. There are no visible above ground encroachmt.
6. No attempt was made to locate underground Improvements and/or encroachments (if any) as part o,,`
this survey.
7. This survey was prepared in accordance with and conforms to the standards of practice for
professional surveyors and mappers as outlin?d in Chapter 5J-17, Florida Administrative Code.
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CONSERVATION
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(ORB 4490, PAGE 1468) '
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LEGEND
O—Set Iron Rod and Cap La 8360" ■—Found CM
IIII—Found Iron Rod (and C,i) OO —Found Pipe (and Cap)
ABBREVIATIONS
Boseline; BM=Benchmark; CE=Ceterline; C=Calculated; CATV=Cob;le TV CM=
Concrete Monument; CONC=Concret D=Deed; A=Delta or Central An E=East;
E'LY=Easterly, E/P=Edge of Paveme'; ESMT=Eosement; F.I.R.M.=Flo.d Insurance
Rate Map; FND=Found; IP=Iron Pipe,F'&(C)=Iron Rod (and ID Cap); L=(`Ar) Length;
M=Measured; MH=Monhole; N—Nor N'LY=Northerly, NGV(D)=NationalcGeodetic
Vertical (Datum) of 1929; NTS=Nc to Scale; OHW=Overhead Wires; !R=Property
Line; P=Plot; PC=Point of CurvatLA; PCC=Pant of Compound Curvature; PCP=
Permanent Control Point; POB=Poir cf Beginning; POC=Point of Commencement;
I PRC=Point of Reverse Curvature II+=Permanent Reference Monument; PT=Point
of Tongency. PU&D=Public Utility .d Drainage; R=Rodius; R/W=Right—of—Way.
S=South; S'LY=Southerly, T=Tangen 'U=Telephone Splice or Switch pox; W=West;
N LY Westerly, u-nL UtOrty(ies) 11 Spot Elevation based on indicated Datum.
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St. Lucie County
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BOUNDARY SURVEY & SITE PLAN 05/28/21 369/12 WC JJR
REASE SITE PLAN 06/04/21 N/A WC JJR
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N. LINE OF LOT 1 - LIMITS OF "SERENITY AT THE PRESERVE" PLAT
D 5/8" IRON
& CAP "8098"
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
L.,.I...,1,...1,...1,,.,1,.,.1..,.1.,,,1 WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
sEIN FEET
MAP SCALE:: 1 9 THE DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENT'S REPRESENTATIVE.
1 INCH = 50 FEET )
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.
SE
T T MAG NAIL & DISK
LB 8360" IN UTILITY POLE .y9
E . 25.89' (NAVD 88) / �'�
— — — — — — — — — — — — — — 549.9'
11/
O PROPOSED
o DRAINFIELD
±1200 SO FT
AVAILABLE ARE
— — — — — 445.9- — — — — — — — — — — — — — — — — — — — — — —
TRADEWINDS SURVE
200 SW 3rd Avenue
Okeechobee, FL. 34974
Tel: (863) 763-2887
Fax: (863) 763-4342
f.
4"X4" CONCRETE
=NT "PRM 8098"
G GROUP, LLC.
.M. (LS 4506) 11,B 8360
PROPOSED
PARKING
-- ---- —— -- 445.9----------------- — — —
2ti9 I
PREPARED FOR THE EXCLUSIVE USE OF:
LARRY MURRAY
JULIET MURRAY
o PROPOSED o
o METAL o
`* BUILDING
6 \
— 52y'
35.0" Z�
-�— —
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'
LOT 3
±5.12 ACRES
(VACANT)
0 18
PROPOSED o 2 PROPOSED PARKING SPACES
RESIDENCE c•1 5'
MIN. F.F.E. 26.40 " o _ (SURFACE MATERIAL SHALL BE
CONCRETE, ASPHALT, BRICK PAVERS,
52.0' STAMPED CONCRETE OR PAVING BLOCK)
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PROPOSED
1 , WELL
0" W(M) S 89°3115" W(P) 1370.79'
/ UNPLATTED
\ (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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WETLAND
CONSERVATION
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LEGEND
O—Set Iron Rod and Cap "LB 8360" ■—Found CM
•—Found Iron Rod (and Cap) *—Found Pipe (ond Cap)
ABBREVIATIONS
k=Baseline; BM=Benchmark; �= Centerline; C=Calculated; CATV=Cgble TV; CM=
Concrete Monument; CONC=Concrete; D=Deed; A=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=Measured; MH=Manhole; N=North; N'LY=Northerly, NGV(D)=National Geodetic
Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; liL=Property
Line; P=Plat; PC=Point of Curvature; PCC=Point of Compound Curvature; PCP=
Permanent Control Point; POB=Point of Beginning; PCC=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;
IIIll,nwesterly UTIL=Utility(ies); _*0-=Spot Elevation based on indicated Datum.
FOUND 5/8" IRON
ROD & CAP "8098"
FOUND 4"X4" CONCRETE
MONUMENT "PRM 8098"�
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FOUND 4"X4" CONCRETE
MONUMENT "PRM 8098"
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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
SCALE >� = 501 DRAWING NUMBER.•
SHEET OF 21-238