HomeMy WebLinkAboutBOUNDARY & TOPOGRAPHIC & SITE PLAN SURVEYi R=375.00
5 _ ^�� A=O'39'08" COBBLESTONE DRIVE NO 1O �� LEGAL DESCRIPTION
J _ _ BEING ALL OF LOT 35, ACCORDING TO CREEKSIDE PLAT NO. 1, AS RECORDED IN PLAT BOOK
By
_ — — 55, PAGE 12 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
R=375.00' 7, -, �. -,
„ o p,�, N74'32 45 E Sg 60.16 (BB) o N74'32,45 E 83.77 BENCHMARK CONTAINS 0.20 ACRES, MORE OR LESS. GRAPHIC SCALE
' 8=20'22 30 8� VARIABLE WIDTH R W LID �cj P.T.--- TOP SAN. MH-- zo 0 1a zo
L=133.35' N I 15 ASPHALT PAVING a �5' ELEV.=15.35 ® LOT 33 PROPERTY ADDRESS
n
8649 COBBLESTONE DRIVE, FORT PIERCE IN
i 2' CONC. CURB �' 2' CONC. CURB 1 M� 20 ft.
16.00' NI
5 FLOOD
ZONE _ _ z PROPOSED ' CONC. WALK Z
a �� = ---�' "A 16 5- R/W N7 '32'45"E 60.1 ? R/W
LEGEND &- ABBREVIATIONS D
_-�s �� ,� o BM DENOTES BENCHMARK O.R. DENOTES OFFICIAL RECORDS BOOK
Be DENOTES BEARING BASE P.B. DENOTES PLAT BOOK
o WATER SERVICE I -PPROPOSED`-`: CV C.M. DENOTES CONCRETE MONUMENT PG. DENOTES PAGE
FLOOD uj SANITARY SERVIC CONC DENOTES CONCRETE P.U.E. DENOTES PRIVATE UTILITY EASEMENT
�N+ CONCRETE CV C.B. DENOTES CATCH BASIN P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT"
ZONE X" R=400.00
,. DRIVEWAY CBS DENOTES CONCRETE BLOCK STRUCTURE P.S.M. DENOTES PROFESSIONAL SURVEYOR do MAPPER
�0.39,08„
CD DENOTES CHORD DISTANCE P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR
o>a CB DENOTES CHORD BEARING P.C.C. DENOTES POINT OF COMPOUND CURVATURE
L L=4.55 ss7 ie "'1• +s� 0 DENOTES CLEAN OUTS P.D. DENOTES POINT OF DENOTES CENTER LINE P.E. DENOTES POINT OF TANGENCY
E
21.33' 14.00' - D.E. DENOTES DRAINAGE EASEMENT (P) DENOTES PLAT DATA
F.F.E. DENOTES FINISH FLOOR ELEVATION P.C.P. DENOTES PERMANENT CONTROL POINT
0
FIND DENOTES FOUND R DENOTES RADIUS
I.Q. DENOTES IRRIGATION QUALITY WATER R/W DENOTES RIGHT OF WAY
PROPOSED IR/C DENOTES IRON ROD AND CAP SAN. DENOTES SANITARY
D AREA SUMMARY IN SQUARE FEET O COVERED O L.B. DENOTES LICENSED BUSINESS U.E. DENOTES UTILITY EASEMENT
SOD:5584 t O ENTRY O L DENOTES ARC LENGTH W.M.T. DENOTES WATER MANAGEMENT TRACT
DRIVEWAY/WALKWAY:602 t L.M.E. DENOTES LAKE MANAGEMENT EASEMENT MAG/D DENOTES SET MAG NAIL AND DISK
O p
� r7 � � (M) DENOTES MEASURED DATA WMME DENOTES WATER MAINTENANCE MANAGEMENT EASEMENT
LOT 35 M.H. DENOTES MANHOLE A DENOTES INCLUDED ANGLE
0 d N/D DENOTES NAIL AND DISK
t� DENOTES DRAINAGE FLOW
c� 6PROPOSED MODEL 4EB6/C (NR) DENOTES NON RADIAL LINE
O.S.T. DENOTES OPEN SPACE TRACT
LOT 36 0 . `n F.F.E.=17.93LID P.R C. DENOTES POINT OOF REVER EOCURVATURE
LOT 34
'- PROPOSED F.F.E.=17.77 o PROPSED F.F.E.=17.66 GENERAL NOTES
• CREEKSIDE PLAT NO. 1 c.) CREEKSIDE PLAT NO. 1
�te
P.B. 55 PG. 12 1. The last date of field work was 05-10-18
P.B. 55 PG. 12VACANT ��' VACANT 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.
MIN. SETBACK BACK (REQ. PROPOSED 3. Reproductions of this map are not valid without the signature and original raised seal of a
P FRONT_�S� LLI COVERED w Florida Licensed Surveyor and Mapper.
SIDES —T_-' - LANAI -
39 67' u7 4. Lands shown hereon were not abstracted by this office for rights -of -way, easements
CNR SIDE 13.32' b o12 33 1;2.:�_ I- of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This
o ,
REAR I information should be obtained through appropriate title verification.
o o o N
ZNG. ao 00 5. All above ground fixed improvements, if any, have been located and shown hereon.
TECH. N 10.00' cn 5. Underground foundations and improvements were not located as part of this survey.
I
> 7. Flood Note: By graphic plotting only, this property is IR Zone X anal AE #;6 )according to
the Flood Insurance Rate Map, Community Panel No. ",2M 7,,C0�1;+00 J, `effectI 6 date February
'n 16, 2012. The exact designation can only be
FLOOD R=530.00' Cv determined`b'y"an elevation certificate. No
p FLOOD additional search of the public records has been preformed. There may be additional map
o ZONE "X" A=0*39'08" ,n e � LO Amendments affecting this property.
L=6.03 N ZONE "X" 9 P P Y
y `�} M. �u`V��j V4;r- �_. ��w �� `. 8. The Flood Zone lines shown hereon have been established by the Published FEMA Panel and
FLOOD ZONE �" e; the use of existing field elevation data.
FLOOD ZONE
I "AE 16.5 � 9. The bearings shown hereon are based on Plat information and are referenced to the
"All 16.5" Center line of Cobblestone Drive which bears North 74'32'45" East and all bearings are
2 SET 5/8" IR/C SET+ 5/8" IR/C relative thereto.
yF c`tii LB 4286 (TYP) N74'32'45"E 60.16' LB 4286 (TYP) 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.
ro• w h� 11. Elevations shown hereon are based on the North American Vertical Datum j(NT'A V D- 1"988.
r11�-T��-- - �4 -- - -=_- - 12. The building setbacks shown hereon, although s n t e est IQ, �are---certified=to=-and rnus#=be=veufied=prior--to,esi n r _ ___ruion.�ati
b - -
4— CN
W , Boundary, Topographic File:15-141.100.035 CULPEPPE G RS LANAI UR INC
:`\ Date: 05-16-18 CONSULTING ENGINEERS LAND SURVEYORS
"'~` / FB: N A 2980 SOU1'I 125th Sl'RIs[i'1'
14 &Site Plan Survey -Lot 35 SCALE' 1"=20' FORT' PIIsRCI, 17.0RIDA 34981
THOMAS P. KIERNAN DATE P1 IONS 772-464-3537 • FAX 772-464-9497
o DRAWN BY: ND
L Professional Surveyor & Mapper For: D. R. HORTON FIELD: PK _ W%V-,V.Ct-Cng.CGm
Florida Certificate No. 6199 STATE OFII.ORIDACERTIFICATIONNo. 1.I34286
ILII