HomeMy WebLinkAboutBOUNDARY SURVEY - SITE PLAN 12-1-17GRAPHIC SCALE
COBBLES._ t.
BENCHMARK
20 0 10 20
;'.
,P .
•... TOP;rSAN MH SS 12.-
50';WITH R W ,.
%s?7 ELEV 16 77
'
P.l.. R= 650.00'
—
_ ASPHALT PAVING '
( IN FEET )
135'10"
R=650 00'
0
P.C. N83'26'16".E 46
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—
40' (BB)o •' "
o - N832616 E 318 46
t lach = 20 n.
LEGAL DESCRIPTION
: L 17.99
-4*17'06"
L=48.61'
yp�,
1
.;
0 I. 518-
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BEING ALL OF LOT 93, ACCORDING TO CREEKSIDE PLAT NO. 1,
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AS RECORDED IN PLAT BOOK 55, PAGES 12 PUBLIC RECORDS
-
2' C C C
OF ST. LUCIE COUNTY, FLORIDA.
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PROPERTY ADDRESS
N 3'26' 6"E `.49:81
w
8565 COBBLESTONE DRIVE, FORT PIERCE
�SANITAR . • •
�8
SET 5/8" IR/C LB 4 6 b FLOOD ZONE
"AE-16.5"
LEGEND & .ABBREVIATIONS
•-SERVICE- — N-PROPOSED -
WATER SERVICE
— - — — — — — — - = - -- — —
BM DENOTES BENCHMARK O.R. DENOTES OFFICIAL RECORDS BOOK
BB DENOTES BEARING BASE P.B. DENOTES PLAT BOOK
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THOMAS `}� R .•
Professional urveyor,'&aj .er� =?
Florida Cei-tificaf�6ly��
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ZONE "X"
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LIL0.67".
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00 19.33' 14
PROPOSED
COVERED
ENTRY
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LOT 93 o z
PROPOSED MODEL 4EAB/C a Of oc_)
F.F.E.=18.64 (N.G.V.D.)
F.F.E.=17.30 (N.A.V.D.)
PROPOSED
COVERED
nn• LANAI
00' 106 - 26.67' 1 14.00'
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C.M. DENOTES CONCRETE MONUMENT PG. DENOTES PAGE
CONC DENOTES CONCRETE P.U.E DENOTES PRIVATE UTILITY EASEMENT
FLOOD C.B. DENOTES CATCH BASIN P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT
CBS DENOTES CONCRETE BLOCK STRUCTURE P.S.M. DENOTES PROFESSIONAL SURVEYOR do MAPPER
ZONE "X" CD DENOTES CHORD DISTANCE P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
CB DENOTES CHORD BEARING P.C.C. DENOTES POINT OF COMPOUND CURVATURE
C/O DENOTES CLEAN OUTS P.D. DENOTES POINT OF CURVATURE
(E DENOTES CENTER LINE P.E. DENOTES POINT OF TANGENCY
D.E. DENOTES DRAINAGE EASEMENT (P) DENOTES PLAT DATA
F.F.E. DENOTES FINISH FLOOR ELEVATION P.C.P. DENOTES PERMANENT CONTROL POINT
FND DENOTES FOUND R DENOTES RADIUS
I.Q. DENOTES IRRIGATION QUALITY WATER R/W DENOTES RIGHT of WAY
IR/C DENOTES IRON ROD AND CAP SAN. DENOTES SANITARY
L.B. DENOTES LICENSED BUSINESS U.E. DENOTES UTILITY EASEMENT
L DENOTES ARC LENGTH W.M.T. DENOTES WATER MANAGEMENT TRACT
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
N/D DENOTES NAIL AND DISK
LOT 92 (NR) DENOTES NON RADIAL LINE DENOTES DRAINAGE FLOW
O.S.T. DENOTES OPEN SPACE TRACT Zsb
• CREEKSIDE PLAT N0.1 _DENOTES PROPOSED ELEVATION ,
P.B. 55 PG. 12 GENERAL NOTES
OCCUPIED 1. The last date of field work was 08-03-17
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.
AREA SUMMARY IN SQUARE FEET 3. Reproductions of this ma are not valid without the signature and original raised seal of a
SOD:7387 t P P 9
DRIVEWAY/WALKWAY.619 f Florida Licensed Surveyor and Mapper.
MIN. SETBACK REQ.
FRONT � 5 F � 5
SIDES CQ
CNR SIDES 10
REAR 10 " I
ZNG. A t1D
TECH.
!R/c `35 5g
428 N83'26'16"E LB 42\-,?
LB 56.00' SET 5/8" IR/C 4286
e SET 5C/8
"IR/C
LOT 72
CREEKSIDE PLAT NO.1
7P.B. 55 PG. 12
1)-7 VACANT SCANNED
DATE BY
ST LIJCI E C� iI II -..TV
REVISED FEMA LINE & VERTICAL DATUM ND 11-03-2017
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 intone qn t1�according
to the Flood Insurance Rate Map, Community Panel No,12�7f170i1:heffee." `rdute!
February 16, 2012. The exact designation can only be ermined by an elevation certificate.
No additional search of the public records has been preformed. There may be additional
map Amendments affecting this property.
n S.
The bearings shown hereon are based on Plat information and are referenced to the
center line of Cobblestone which bears North 83'26'16" East and all bearings
are relative thereto.
9.
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.
10.
Elevations shown hereon are based on the North American Vertical Dat t_ (CIO
1988.
11.
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.