HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC SURVEYJ
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%37"w 14.32' COBBLESTONE DRIVE.
P.C.1-
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------R-:-225.00' o _ N8425'37"W 65.00'
p=2TCIV08" �R�9 0 50' WIDTH R/W
L�g2.54' I N ASPHALT PAVING
CONC. CURB I N
C.B.
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WATER SERVICE
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FLOOD ZONE
"AE 16.5"
LOT 40
PROPOSED F.F.E.=18.40
CREEKSIDE PLAT NO. 1
P.B. 55 PG. 12
VACANT
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FLOOD I 0
ZONE "X"i a
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o ARE SUMMARY IN SiQUARE FEET I M
SOD: 51'7�_
DRIVEWAY/WALKWAY:602 t
MIN. j'g'rB/�CK REQ.
FRONT
SIDES
CNR SIDES
9
M
THOMAS P. KIERNAN, ,
Professional Surveyor, dt Vapper
Florida Certificate No. 6199
12' D.E. i
6':D.E.
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6' D. E ~•
SET 5/8" IR/C
LB 4286 (TYP)�
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DATE
N
PROPOSED 4' CONC. WALK
N84'25' 7"W 65.0
PROPOSED
CONCRETE
DRIVEWAY
, 4.00 co M 21
BENCHMARK
TOP SAN. MH
ELEV.=15.21 ® LOT 56
01 N84'25'37"W 44.04'
LO 5
2' CONC. CURB
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- — — — — — — OL—
SANITARY SERVICE
LEGAL DESCRIPTION
BEING ALL OF LOT 39, ACCORDING TO CREEKSIDE PLAT NO. 1, AS RECORDED IN PLAT BOOK
55, PAGE 12 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINS 0.19 ACRES, MORE OR LESS.
P.T. GRAPHIC SCALE
PROPERTY ADDRESS 20 0 10 20
NE® 8713 COBBLESTONE DRIVE, FORT PIERCE
ilr ( IN FM)
B Y I Such s 20 ft
M. Lucie Cou*
LOT 38
PROPOSED F.F.E.=18.40
CREEKSIDE PLAT NO. 1
P.B. 55 PG. 12
VACANT
FLOOD
ZONE "X"1
i O A O �{ !
a_ a o
LOT 39
PROPOSED MODEL B/C 0
F.F.E:.5E;1�8 `J FLOOD ZONE
"AE 16.5"
PROPOSED =
'9 I
I.00' COVERED r 1 —
LANAI r
O N
1.00' 00 28.67' 12.67
In
SET 5/8" IR/C
/11—LB 4286 (TYP)
N84'25'3711W 65.00IQ
WM T-1
ITI
LEGEND & ABBREVIATIONS
C.M. DENOTES CONCRETE MONUMENT
CONC DENOTES CONCRETE
C.B. DENOTES CATCH BASIN
CBS DENOTES CONCRETE BLOCK STRUCTURE
CD DENOTES CHORD DISTANCE
CB DENOTES CHORD BEARING
C/O DENOTES CLEAN OUTS
q DENOTES CENTER LINE
D.E. DENOTES DRAINAGE EASEMENT
F.F.E. DENOTES FINISH FLOOR ELEVATION
FND DENOTES FOUND
I.Q. DENOTES IRRIGATION QUALITY WATER
IR/C DENOTES IRON ROD AND CAP
L.B. DENOTES LICENSED BUSINESS
L DENOTES ARC LENGTH
L.M.E. DENOTES LAKE MANAGEMENT EASEMENT
(M) DENOTES MEASURED DATA
M.H. DENOTES MANHOLE
N/D DENOTES NAIL AND DISK
(NR) DENOTES NON RADIAL LINE
O.S.T. DENOTES OPEN SPACE TRACT
GENERAL NOTES
PG. DENOTES PAGE
P.U.E. DENOTES PRIVATE UTILITY EASEMENT
P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT
P.S.M. DENOTES PROFESSIONAL SURVEYOR & MAPPER
P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
P.C.C. DENOTES POINT OF COMPOUND CURVATURE
P.D. DENOTES POINT OF CURVATURE '
P.E DENOTES POINT OF TANGENCY
(P) DENOTES PLAT DATA
P.C.P. DENOTES PERMANENT CONTROL POINT
R DENOTES RADIUS
R/W DENOTES RIGHT OF WAY
SAN. DENOTES SANITARY
U.E. DENOTES UTILITY EASEMENT
W.M.T. DENOTES WATER MANAGEMENT TRACT
MAG/D DENOTES SET MAG NAIL AND DISK
WMME DENOTES WATER MAINTENANCE MANAGEMENT EASEMENT
6 DENOTES INCLUDED ANGLE
—�� DENOTES DRAINAGE FLOW
j DENOTES PROPOSED ELEVATION
P.R.C. DENOTES POINT OF REVERSE CURVATURE
1. The last date of field work was 05-10-18
2. 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.
3. Reproductions of this map are not valid without the signature and original raised seal of a
Florida Licensed Surveyor and Mapper.
4. Lands shown hereon were not abstracted by this office for rights —of —way, easements
of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This
information should be obtained through appropriate title verification.
5. All above ground fixed improvements, if any, have been located and shown hereon.
6. Underground foundations and improvements were not located as part of this survey.
7. Flood Note: By graphic plotting only, this property is lit Zane X ad ,according to
the Flood Insurance Rate Map, Community Panel N61 i,E0�7 J, effective date February
16, 2012. The exact designation can only be determine y an elevation certificate. No
additional search of the public records has been preformed. There may be additional map
Amendments affecting this property.
8.. The Flood Zone lines shown hereon have been established by the Published FEMA Panel and - --
the use of existing field elevation data.
9. The bearings shown hereon are based on Plat information and are referenced to the
Center Line of Cobblestone Drive which bears North 84'25'37" West and all bearings are
relative thereto.
10. No easements are shown hereon other than those depicted on the plat. No search of
the public records has been performed to find additional easements that may exist.
11. Elevations shown hereon are based on the North American Vertical Datu �N 'j 88.
12. The building setbacks shown hereon, although based on the best available information, are
not certified to and must be verified prior to design or construction.
Boundary, Topographic
& Site Plan Survey - Lot 39
For: D. R. HORTON
File: 15-141.100.039
Date: 05— I
FB: N
SCALE:
DRAWN BY: ND
FIELD: PK
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS LAND SURVEYORS
`�,�U'I'I 125th Sl'RI?1s'I'
l I%RC13, f L.ORIDA 34981
S I NI 7 464-3537 • FAX 772-464-9497
cvww.ct-cng.com
STATE: OP FLORIDA CER11FICATION No. E.B 42`