HomeMy WebLinkAboutBOUNDARY SURVEY - SITE 2-21-18LEGAL DESCRIPTION
BEING ALL OF LOT 134, ACCORDING TO CREEKSIDE PLAT NO. 1,
BENCHMARK.' . AS RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS
50' WII] R/W' TOP, SAN. MH, SS=18. OF ST. LUCIE COUNTY, FLORIDA.
i0 P.I'. ASP, LT PAVING : ELEV.=16`01
�TIDEWAR DR►� R=375.00' - - CONTAINS 0.21 ACRES, MORE OR LESS.
., _P,C, S89'1126"E 41.99'(BB) . o S89'1.1'26"E :97.9 .. PROPERTY ADDRESS
�0� -o p=5-29'28"
TO' P.C. 8404 COBBLESTONE DRIVE, FORT PIERCE
J p_15'2116� . N L=35 �•.04. .
U_w GRAPHIC SCALE100.49
20 0 10 20
Z 2' CONC• CURB I o
2 CONC. CURB
16.00 00 1
( IN FEF;f )
M '� I inch 20 fl
4 0 PROPOSED, 4'_ CONQ WALK _ Z 16
RAW=350.00 S89.11'26 E 41.96''1!1R W i�i FLOOD ZONE LEGEND 8r ABBREVIATIONS
�'=5'2928I "AE-16.5" BM DENOTES BENCHMARK O.R. DENOTES OFFICIAL RECORDS BOOK
b `o WATER SERVICES - O BB DENOTES BEARING BASE P.B. DENOTES PLAT BOOK
L=33:54 _ C.M. DENOTES CONCRETE MONUMENT PG. DENOTES PAGE
G PROPOSED CONIC DENOTES CONCRETE P.U.E. DENOTES PRIVATE UTILITY EASEMENT
.� SANITARY SERVICE FLOOD C.B. DENOTES CATCH BASIN P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT
�^ N CONCRETE c� ZONE "X" CBS DENOTES CONCRETE BLOCK STRUCTURE P.S.M. DENOTES PROFESSIONAL SURVEYOR & MAPPER
DRIVEWAY CD DENOTES CHORD DISTANCE P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
ti CB DENOTES CHORD BEARING P.C.C. DENOTES POINT OF COMPOUND CURVATURE
C/0 DENOTES CLEAN OUTS P.D. DENOTES POINT OF CURVATURE
10 16.70' � DENOTES CENTER LINE
P.E. DENOTES POINT OF TANGENCY
D.E. DENOTES DRAINAGE EASEMENT (P) DENOTES PLAT DATA
0 16.60' 0 21.33 _cr0 14.00' F.F.E. DENOTES FINISH FLOOR ELEVATION P.C.P. DENOTES PERMANENT CONTROL POINT
i w d FND DENOTES FOUND - R DENOTES RADIUS
U7 �4. I.Q. DENOTES IRRIGATION QUALITY WATER R/W DENOTES RIGHT OF WAY
a U LOT 134 AREA SUMMARY IN IR/C DENOTES IRON ROD AND CAP SAN. DENOTES SANITARY
v a p PROPOSED SQUARE FEET L.B. DENOTES LICENSED BUSINESS U.E. DENOTES UTILITY EASEMENT
n d U COVERED SOD: 6,226796f L DENOTES ARC LENGTH W.M.T. DENOTES WATER MANAGEMENT TRACT
ENTRY DRIVEWAY ALKWAY: 4781t L.M.E. DENOTES LAKE MANAGEMENT EASEMENT MAG/D DENOTES SET MAG NAIL AND DISK
(M) DENOTES MEASURED DATA WMME DENOTES WATER MAINTENANCE MANAGEMENT EASEMENT
M.H. DENOTES MANHOLE A DENOTES INCLUDED ANGLE
LOT 134 N/D DENOTES NAIL AND DISK
O (NR) DENOTES NON RADIAL LINE J� DENOTES DRAINAGE FLOW
PROPOSED MODEL 4EB /C� O O.S.T. DENOTES OPEN SPACE TRACT
q6.5 DENOTES PROPOSED ELEVATION
ai F.F. 1 1W GENERAL NOTES �J
n Ln P.R.C. DENOTES POINT OF REVERSE CURVATURE
LOT 133 1. The last date of field work was 12-06-17
LOT 135 r 2. Additions or deletions to survey maps or reports by other than the signing party or
PROPOSED F.F.t'�-T' IR parties is prohibited without written consent of the signing party or parties.
PROPOSED F.F.E.-1 . f �y PROPOSED w CREEKSIDE PLAT NO.1
CREEKSIDE PLAT N0.1 16. COVERED �6' P.B. 55 PG. 12 3. Reproductions of this map are not valid without the signature and original raised seal of a
P.B. 55 PG. 12
w LANAI VACANT Florida Licensed Surveyor and Mapper.
i -
n VACANT 11 00' 1418' 00 4. Lands shown hereon were not abstracted by this office for rights -of -way, easements
0 of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This
o 0 o O z information should be obtained through appropriate title verification.
o d 28.67' °D 5. All above ground fixed improvements, if any, have been located and shown hereon.
�n�/ 13.8 11.00' 6. Underground foundations and improvements were not located as part of this survey.
c _ ` 7. Flood Note: By graphic plotting only, this property is in Zone X and AE 16.5, according to
the Flood Insurance Rate Map, Community Panel No. 12111CO170 J, effective date February
16, 2012. The exact designation can only be determined by an elevation certificate. No
vl r additional search of the public records has been performed. There may be additional map
Amendments affecting this property.
co o F CrIR $IDF�ci k N 8. The Flood Zone lines shown hereon ,have been established by the Published FEMA Panel and
t ,ri the use of existing field elevation data.
REAR r FLOOD 9. The bearings shown hereon are based on Plat information and are referenced to the
ZONE "X" center line e East and all bearings Co Cobblestone Drive which bears South 89'11'26
ZNG. �� = - are relative thereto.
y TEC ems. 10. No easements are shown hereon other than those depicted on the plot. No search of
FLOOD ZONE SET 5/8- IR/C LB 4286 the public records has been performed to find additional easements that may exist.
"r 17"AE 16.5" ��2 (TYPICAL) Elevations shown hereon are based on the North American Vertical Datum
5 11. N.A.V.D. 1988. ( )
r;.;_ •r; ; ' R=220.00' S89'11'26"E 41.96' 12. The building setbacks shown hereon, although based on the best available information, are
A=5*29 28 not certified to and must be verified prior to design or construction.
` 21.08'
L= SCANNED
O•S.T.-1 • PER TERPENING I
B� Boundary Survey Site Plan & File:15-141.100.134 ���� •
% �� /a pQ Date: 12-06-2017 C N G ENGINEERS LAND SURVEY'
ST LUCRE VOLJ FB: N/A 2980 SOUTH 25th STREET
THOMAS P:, KIERNAN "� DATE Topo Lot 134 SCALE: 1 "=20' FORT PIERCE, FLORMA 34981
\ PHONE 772-464-3537 * FAv 772-464-9497
o Professional SUrVeyor '& ,K9appef DRAWN BY: TM � � .l www.ct-eng.com
L Florida Certificate Nb. 6199' For: D. R. HORTON FIELD: PK -STATE OF FLORIDA CERTIFICATION No LA -02SI
REVISED ADJACENT F.F.E. ND 02-20-2018 _