HomeMy WebLinkAboutSpecific Purpose SurveySPECIFIC PURPOSE SURVEY PREPARED FOR KINGS COMMERCIAL CENTER, LLC.
LOT 3
BLOCK"C"
I
I
i
I
I
I �
LOT 3
BLOCK "B" I =
Af
6
I
I
I
I
I
I
I /
V
---
/
/N 00015'37" E 9.20'
/
LOT2 /
BLOCK"C" /
/ _., /
LOT 1
— —BLOCK 1'D— —
20' DRAINAGE & UTIUTt EASEMENT
E >49.95'
20' DRAINAGE & Ur,T EASENENT
I
I
— 20.4' — I I
390' SOX
LOT 1
BLOCK "B"
J
o
� I �
CA=81'5
R = 35.00'
ARC = 50.
BENCHMARK NO. 1
FOUND LAG NAIL &
/ \ / '. •'� (CNTaL 1) IN 529'A(NT BOX
AVD88)
J I 0
a�P`G\� DESCRIPTION:
; 00 LOTS 1 AND 2, BLOCK "B" OF KINGS HIGHWAY INDUSTRIAL PARK UNIT ONE,
/ ° r ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26, PAGE'S
16 AND 16-A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
to
Jk PROJECT SPECIFIC NOTES:
1) THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY, IT IS A SPECIFIC PURPOSE SURVEY ONLY, SHOWING THE FORMBOARD
BENCHMARK No, a DISKLOCATIONS ON THE ABOVE DESCRIBED PARCEL.
ENCH
i OueaBLE) IN A6 HALT BOX 2) REFERENCE BOUNDARY SURVEY: THIS FORMBOARD TIE WAS DONE BASED ON BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY
CUT, EL 15.97' (NAVD 8
/ GP,
TRADEWINDS SURVEYING GROUP, LLC.
200 SW 3rd Avenue
Okeechobee, FL. 34974
Tel: (863) 763-2887
Fax: (863) 763-4342
Q
Xi�lf
n . Rtce, P.S.M. (LS 4506) LB 8360
PREPARED FOR THE EXCLUSIVE USE OF:
KINGS COMMERCIAL CENTER, LLC.
1l 20
SCALE IN FEET
MAP SCALE: 1 INCH - 20 FEET
INTENDED DISPLAY SCALE
C.A. MITCHELL AND ASSOCIATES, INC., DWG. NO.4993, DATED 04/26/21.
3) THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NPORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
4) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE PLAT(P) AND MEASURED(M).
5) SITE ADDRESS: 7510 COMMERCIAL CIRCLE.
6) PARCEL ID: 1335-801-0018-000-0.
7) F.I.R.M. ZONE: "X", MAP NO. 12111C0160J, DATED 02/16/12.
8) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL CONCERN.
9) 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.
10) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE.
11) 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.
12) THE DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENT'S REPRESENTATIVE. 7 SOIY ✓u C'
13) BEARING REFERENCE: THE EAST LINE OF LOT 1, BLOCK "B" IS TAKEN TO BEAR SOUTH 00032'08" WEST. alit — JO (o 3 EtJmM
14) DATE OF LAST FIELD SURVEY: 02/10/22. Par �t 1 i l DO b �- -151 O Corr4m Err
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 2nd conforms to the standards of practice for
professional surveyors and mappers as outlined in Chapter 5J-17, Florida Administrative Code.
LEGEND
a —Set Iron Rod and Cap "LB 8360° ■—Found CM
•—Found Iron Rod (and CaP) OO —Found Pipe (and Cap)
ABBREVIATIONS
Q=Baseline; BM=Benchmark; CE=Centerline; C=Calculated; CATV=Cable TV; CM -
Concrete Monument; CONC=Concrete; D=Deed; A=Dellm ar central Arlgle; E=Eosq
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)=Iran Rod (and ID Cop); '—(Arc) Length;
M=Measured; MH=Monhole; N=North; N1Y=Northerly, NGV(D)=Notia,ol Geodetic
Vertical (Datum) of 1929; NTS=Not to Scale; CHW=Overhead wires, R=Property
Line; P=Plat; PC=Point of Curvature; PCC=Point of Compound Curvature; PCP=
Permanent Central Point; PaB=Point of Beginning; POC=Point of Cor ot.re, men=
PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; nce PT=Point
of Tangency, PU&D=Public Utility and Drainage; R=Radius; R/W=R''ght—of—Way,
S=South; S'LY=Southerly, T=Tangent; TEL=Telephone Splice or Switch C. W=w tt;
l\WLY=Westerly, UTIL=UtNty(ies); yA'=Spot Elevation based on indicated Datum.
DESCRIPTION
DWG. DATE
FB/PG
BY
CK
SPECIFIC PURPOSE SURVEY
35O(i 17.5'!D comrnerct
G rcle • rr Pierce . FL
02/14/22
364/29
WC
JJR
SCALE 1 A = 20'
DRAWING NUMBER.•
` 1-540
SHEET OF '