HomeMy WebLinkAboutBoundary SurveyBOUNDARY SURVEY
DAVID
DESCRIPTION:
& SITE PLAN PREPARED
& ' CAROL ELLIS 0=-
LOT 20, BLOCK B, LAKEWOOD PARK SUBDIVISION - ADDITION NO. 1,
ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 17,
PAGE 2, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.'
PROJECT SPECIFIC NOTES:
1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE PLAT(P) AND MEASURED(M).
2) SITE ADDRESS: 7602 OCALA AVE, FORT PIERCE.
3) PARCEL ID: 1302-810-0047-000/8.
4) F.I.R.M. ZONE: "X", MAP NO. 12111C0070J, DATED 02/16/12.
5) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL 6-aNCERN.
6) SURVEYOR WAS NOT PROVIDED WITH ANY TITLE INFORMATION FOR THIS PARCEL. SURVEYOR'AS8UMES NO
FOR
NORTH
I 15 �0
......... ................I .... I .... ......
SCALE IN FEET
MAP SCALE: 1 INCH = 30 FEET
INTENDED DISPLAY SCALE
RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, TH E MAY REVIEWED FOR
BE OTHER EASEMENTS OR RESTRICTIONS THAT EFFECT THIS PARCEL.
7) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. CODE COMPLIANT
8) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR ST. LUCIE COUNTY BI
PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
11) DATE OF LAST FIELD SURVEY: 12/17/21.
LOT 4 I I LOT 5 I I LOT 6
MIN. SETBC{C REQ. —(OCCUPIED) (OCCUPIED) (OCCUPIED)
FRONTAK
_J �—
SIDES _ _ _ 17.5' DRAINAGE & UTILITY EASEMENT
CNR SIDEFOUND 1/2" IRON —TOP-OF-BANK— •-- --•—
FOUND 1/2" IRON
REAR ROD (NO ID) rs8g.47-41 " E(M) S 89°57' E(P) 79.00, ROD (NO ID)
ZNG.— --- --- — a - - — --
TECH._C� �� 175' DRAINAGE &UTILITY EASEM NT FUTILITY POLE
SITE PLAN NOTES:
1) SUBJECT TO CLIENT AND PERMITTING AGENCY
APPROVAL.
2) CONTRACTOR IS TO VERIFY SETBACKS AND
LOCATION OF EXISTING UTILITIES.
3) HOUSE DIMENSIONS SHOWN MAY BE APPROXIMATE,
REFER TO APPROVED BUILDING PLANS FOR
CONSTRUCTION DIMENSIONS.
4) THE ELEVATIONS SHOWN ARE BASED ON THE NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
5) PUBLIC WATER SUPPLY AND SEWER COLLECTION
SERVICE ARE AVAILABLE.
PROJECT SPECIFIC LEGEND:
ID = IDENTIFICATION
F.F.E. = FINISH FLOOR ELEVATION
— = GRADE DIRECTION
QI
m WEST LINE OF "LAKEWOOD PARK
SUBDIVISION - ADDITION NO. 1"
ac
a I FOUND RAILROAD
tz I SPIKE (NO ID)
OHW OHWOHW—
TOP-OF-BANK • —
SANITARY MANHOLE
— • — — . — _ • —
CHAI INK FEN E
END OF !
FENCE li Q W
BLOCK B
M 1 PROPOSED
'tip I
— I WALKWAY-i
LOT 21
(OCCUPIED)
F.F.E.21.74
NOTE: ALL SURROUNDING LOTS
HAVE NO OBSTRUCTIONS
WITHIN 75' OF SITE
RECI=IVED
JA N 0 6 2022
St. Lucie Comfy
Perf,Taitiirig
N 89"47'41" W(M) N 89"57' E(P) 337.00'
(BEARING BASE)
PROPOSED
LANAI
PROPOSED J
ENTRY
Ah It
5' UTILITY I y PROPOSED
ASEMENT o RAMP
n
5' UTILITY
EASEMENT
19.2'
SED RESIDE f
LOT 20
t0.24 ACRES t2.0'
Ia.o' in N
M
ifl21.0' 1 ._ _.
FOUND 5/8" IRON b, PROPOSE[
R06 (NO ID) f DRIVEWAY
}
N 89-47-41" W(M) N 8 - E
LVERT '��
______— CU----_ —•—CENTER-OF-SWALE MITERED END
END SECTION W I c
_
41—
ENCE
0
CORNER
�s
S. 0.2' W.
_
117.9,
4
O
Clry,0
°
I
4_
v
W
O
M
o
LOT 19
x
o
(OCCUPIED)
z
CO F.1 E.22.12
4z
O
�I
N
�
<J
W
i;
O
C I
j
Q
n^!
_ � ENOF
5' UTILITY
EASTINT
5' UTILITY
EASEMENT
A FOUND 1/2" IRON
ROD (NO ID)ry05
79.00'
WATER ETER
BENCHMARK CULVERT ]
FOUND MA G NAIL 0
& DISK "7025"
EL. 19.68' (NAVD 88
0
z OCALA AVENUE Z — u —
(ASPHALT ROAD) 70' R/W
STANDARD NOTES: No search of the public records for determination of ownership or restrictions affecting the lands shown was performed by the
surveyor. The survey depicted here is prepared exclusively for those parties noted. No responsibility or liability is assumed by the surveyor for use by
others not specifically named. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4506. There are no visible
above ground encroachments except as shown. No attempt was made to locate underground improvements and/or encroachments (if any) as part of
this survey. This survey was prepared in accordance with and conforms to the standards of practice for professional surveyors and mappers as outlined in
Chapter 5J-17, Florida Administrative Code.
PREPARED FOR -THE EXCLUSIVE USE OF: DESCRIPTION DWG. DATE BY CK.'
DAVID ELLIS
BOUNDARY & TOPO SURVEY
08/22/21
WC
JJR
SITE PLAN
10/21 /21
WC
JJR
CAROL ELLIS
REVISE HOUSE DIMENSION
11/01/21
WC
JJR
REVISE WALK DIMENSION
11/15/21
WC
JJR
ADD NEIGHBORING FLOOR ELEV
11/24 21
WC
JJR
REVISE TOPO & SITE PLAN —SHED
12/27%21
AL
JJR
DESCRIPTION REFERENCE: PROVIDED BY CLIENT OR CLIENT'S REPRESENTATIVE
FB/PG: 371/33, 378/30
SCALE: 1" 30'
L BEARING REFERENCE: THE CENTER OF OCALA AVE. IS TAKEN TO BEAR N 89'47'41" W
FILE: 21-375
JOB NO: 21-375 _
TRADEWINDS SURVEYING
200 SW 3rd Avenue
Okeechobee, FL. 34974
Tel: (863) 763v2887
Fax: (863) 763-4342 "
Jo ice, P.S.M. (LS 4506) LB 8360
GROUP, LLC.
LEGEND
OO—Set Iron Rod and Cap "LB 8360" ■—Found CM
•—Found Iron Rod (and Cap) *—Found Pipe (and Cap)
ABBREVIATIONS
Q=Baseline; BM=Benchmork; Ij=Centerline; C=Calculated; CATV=Cable TV; CM=
Concrete Monument: CONC=Concrete; D=Deed; A=Delta or Central Angle; E=East;
E'LY=Easterly, E/P=Edge of Pavement; ESMT=Easement; F.f.R.M.=flood Insurance
Rate Map; FND=Found; IP=Iron Pipe; IR&(C)=Iran Rod (and ID Cap); L=(Arc) Length;
M=Measured; MH=Manhole; N=North; N'LY=Northerly, NGV(D)=National Geodetic
Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires; fL'=Property
Line; P=Plot; PC=Point of Curvature; PCC=Point of Compound Curvature; PCP=
Permanent Control Point; POB=Point of Beginning; POC=Point of Commencement;
PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; PT=Point
of Tangency, PU&D=Public Utility and Drainage; R=Radius; R/W=Right—of—Way,
S=South; S'LY=Southerly, T=Tangent; TEL=Telephone Splice or Switch Box; W=West;
W'LY=Westerly, UTIL=Utility(ies); �=Spot Elevation based on indicated Datum.
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