HomeMy WebLinkAboutBoundary SurveyBOUNDARY SURVEY & SITE PLAN PREPARED FOR
DAVID & CAROL ELLIS
DESCRIPTION:
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: NOT ASSIGNED AT TIME OF SURVEY.
3) PARCEL ID: 1302-810-0047-000-8.
4) F.I.R.M. ZONE: "X", MAP NO. 121.11C0070J, DATED 02/16/12.
5) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER AREAS OF LOCAL CONCERN.
6) SURVEYOR WAS NOT PROVIDED WITH ANY TITLE INFORMATION FOR THIS PARCEL. SURVEYOR ASSUMES NO
RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, THERE MAY
BE OTHER EASEMENTS OR RESTRICTIONS THAT EFFECT THIS PARCEL.
7) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE.
8) 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.
11) DATE OF LAST FIELD SURVEY: 07/30/21.
LOT 4 I, I LOT 5
—(OCCUPIED) (OCCUPIED)
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
--� = GRADE DIRECTION
01
m �_ WEST LINE OF "LAKEWOOD PARK
SUBDIVISION - ADDITION NO. 1"
ir
IL I FOUND RAILROAD
ram' I SPIKE (NO ID)
o
�I
MIN.
FRONT
CNR
ZNG..
TECH
NORTH
0 15 30
SCALE IN FEET
MAP SCALE: 1 INCH = 30 FEET
INTENDED DISPLAY SCALE
FOUND 1/2- IRON 17.5' DRAINAGE & UTILITY EASEMENT
ROD (NO ID) S 89°47'41" E(M) S 89°57' E(P) 79.00'
LOT 21
(OCCUPIED)
NOTE:'ALL SURROUNDING LOTS
HAVE NO OBSTRUCTIONS
WITHIN 75' OF SITE
REQ.
N 89-47-41" W(M) N 89°57' E(P) 337.00'
(BEARING BASE)
SANITARY MANHOLE
� END OF
FENCE
BLOCK B
PROPOSED
WALKWAY
LOT 6
. (OCCUPIED)—
FOUND 1/2-IRON
r ROD (NO ID)
i-UTILITY POLE
7,FENC7 FENCE CORNER
17.9' S. 0.2' W.
LT
C]
qI
I
I
8.5'
6.0'
16.0' 8.0'0,W
o
o11.3'
4.0'
�.0'O
M
MW
4
0
o
4)f12o
Z
a �,
�
OAKS
z
V)
aPROPOSED
RESIDE F
E. 2. 0' (�(18)�i+ "��1YpI�
aW
8.5'
30.3,
ao
Zta.ozq
PROPOSED
:2nENTRY ��'L '�
END EFENCE
1
F.F
PROPOSED
LANAI
0
LOT 20
±0.24 ACRES
19.7
LOT 19
(OCCUPIED)
UTILITY
PROOSD
RAMPEASEMENT
21.05
79'25'
UTILITYEASEMENT
o
5'UTILITY
EASEMENTEASEMENT
ti�
5'UTILITY
FOUND 5/8"'IRON,PROPOSEDFOUND
1/2" IRON
ROD (NO ID)�°j�DRIVEWAROD
(NO ID)
�N
89°47'41" W(M) N 89b57'E(P) 79.00'WATER
METER
____CULVERT__CENTER-OF-SWALE——•--.—MITERED
END W
BENCHMARK
SECTION
FOUND MAG NAIL
"7025"
3.0'&DISK
EL. 19.68' (NAVD88)
o
EDGE OF ASPHALT
ZOCALA
AVENUE6�ALT
ROAD) 70' R/W
EDGE OF
L
51ANUAKU NUItS: NO SearCn Oi ine publlC recordsfor determlflatlOhOTOWner9nipOrreStrlCilOnSatieCtingthelandsshownwasperformedbythe
surveyor. The survey depicted here is prepared exclusively for those parties noted. No responsibility or liability is assumed bythe 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. 't
PREPARED FOR THE EXCLUSIVE USE OF: DESCRIPTION DWG. DATE BY CK
DAVID ELLIS BOUNDARY & TOPO SURVEY 08/22/21 WC JJR
CAROL ELLIS SITE PLAN 10/21/21 WC JJR
REVISE HOUSE DIMENSION 1l/01/21 WC JJR
REVISE WALK DIMENSION 11/15/21 WC JJR
DESCRIPTION REFERENCE: PROVIDED BY CLIENT OR CLIENTS REPRESENTATIVE FB/PG: 371/33 SCALE: 1"30'
BEARING REFERENCE: THE CENTER OF OCALA AVE. IS TAKEN TO BEAR N 89'47'41" W FILE: 21-375 JOB N0: 21-375
TRADEWINDS SURVEYING
200 SW 3rd Avenue,,Okeechobee FL. 343'�4..Tel: (863) 763-Fax: (863) 763-4.342,
nRice, P.S.M. (LS.,4506) .L--$�3360
GROUP, LLC.
LEGEND
po—Set Iron Rod and Cap "LB 8360" �—Found CM
•—Found Iron Rod (and Cap) O —Found Pipe (and Cap)
ABBREVIATIONS
k=Baseline; BM=Benchmark; rE=Centerline; C=Calculated; CATV=Cable N; CM=
Concrete Monument; CONC=Concrete; D=Deed; A=Delta or Central Angle; E=East;
E'LY=Epsterly, E/P=Edge of Pavement; ESMT=Easement; F.I.R.M.=Flood Insurpnce
Rate Map; FND=Found; IP=Iron Pipe;IR&(C)=Iron Rpd (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; SLY=Southerly,geTE—Iolior Switch Box; W=West;
I, W'LY=Westerly; UTIL=Utilleed pn indicated Datum.