HomeMy WebLinkAboutBOUNDARY SURVEYUNPLATTED
BOUNDARY SURVEY PREPARED FOR NORTHWEST REAL ESTATE,
24 ! 19
19 I 20
—' S 89D4'40" E 5386.38'(C)
—..—.—..—,.—•• .. — - — -—--- —.. — -—--..—.. NORTi LINE OF SECTION 30-J8-JB
25
(C)N.W. CORNER OF SECTION 30-36-38
FALLS IN CANAL. NOT FOUND OR SET
I
N.E. CORNER OF SECTION 30-38-38 30 29 FOUND 1/2" IRON PIPE (NO 10.) I
I
�i
�I
�I
gin
zl
0
SIN
I �I
G
I
>I<i >k
I I ! VN.W. I 30 O THE S. 1/2
SECTION 30-36-
I ( FALLS IN CANAL. NOT
FOUL OR SET I
I I SET 5/8" IRON ROD & UNPLATTED OF
CORNER OF THE S. 1/2
OF SECTION 30-36-38FOUNp
i
CAP KAB LS 4820
FENCE CORNER
2.0' N, 1.2' E.
FOUNO BENT 5/8" IRON ROD (NO I.D.)
- 0.4' W, HELD FOR N. LINE OF THE S. 1/2
OF SECTION 30-36-38
i 250' SOUTH FLORIDA WATER CONSERVATION
L DISTRICT CANAL EASEMENT (CANAL C-23)
I (DEED BOOK 254, PAGE 501)
1.5 IRON PIPE (NO LD)
FENCE CORNER
S 89040'513" E 529 .59' WIRE FENCE 1.8' N. 0.5' W.
---------- ------ ------------ -------- -- -- — -- ----- -- ---- -- ------ -- ----.DITCM _-------- ----- - ------ ------
NORTH LINE OF THE SOUTH 1/2 OF SECTION 30-38-38
ii
I I
ii
II
I I
I�
16'X15' WOOD FRAME I
16'XT5 WOOD FRAME
PUMP HOUSE
I PUMP HOUSE i
-----------�----- --�- DITCH_ _ I� !
-- L-L
-UTILITY POLE -- -- ------ ------ -- ----- ------ - - -]C -- -- -- -- -- --'------'- -�
LESS &EXCEPT THE WEST 1 2$
SOUTH 1/2 OF SECTION 30, TOWNSHIP 35 SOUTH, RANE3E 38 EAST \ SHED DR.EIt
'THEREOF P MP5'HWWOOOD:FRAME _. _ I I
SE
CONTAINS t323.31 ACRES yt
r ' I
I I
��b III
I I
PROPOSED NEW
MOBILE HOME
UTILITY POLE
II
-
(SEE OETAIL)
— — — — — — — — — — — — —
I
ONW _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ - 27B6----------
.B'
_ _ _ _ _ _ _ _ _ _ 2745.5- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_
�32'X14' WOOD FRAME
(C)S.W. CORNER OF SECTION 30-36-38
PUMP HOUSE
IB
TALCS IN CANAL, NOT FOUND OR SET
001
ANCHOR
I
I
UTILITY POLE
�
(
I
I
r
H N
-unurY POLE
�
I
/
(
S.E. CORNER OF SECTION 30-36-38
SET 5/8' IRON ROD &
CAP "KAB LS 4820'
__9H'___GK;-_
.OHWOHV UTILITY POLE
zOiL__._
DITCH
�II _
FOUND 4"X4" CONCRETE 30 1
MONUM NT S RD R
--.-_-
DITCH .--._
50.0'
29
POLE
POLE
N 89 59 38 E 5332.90' SOUTH LINE F SECnCN o- -38 ' —
I I
iv3 31 I 32
IW
I$ �II
11 z
j I
UNPLATTED zz
t j O1 C
13e M' Ml
M U:
rh
W
I ?IS
� M
S.E. CORNER OF SECTION 31-36-38
I FOUND eX4" CONCRETE 3 1 I
I FOUND 4"X4" CONCRETE MONUMENT "LB 4241"
MONUMENT "SFM LB 429W
_.. _..... _.. _.._........ _.. _.. _.._.. _..—..—.. _..—.. _.._.. _.. _.. _.. —SOV1H LINE OF SECTION 31-38-38
... _.. �.. _--
—' S 89"43'16 W S44.49'(M)
6 i
TRADEWINDS SURVEYING SERVICES,
200 S.W. 3rd Avenue
Okeechobee, FL. 34974
Tel: (863) 763-2887
Fax: (863) 763-4342
Email: kab.twps®yahoo.com
A. Breaux, Jr. (PSM 4820)
LLC.
PREPARED FOR THE EXCLUSIVE USE OF:
NORTHWEST REAL ESTATE, LLC.
WESTCOR LAND TITLE INSURANCE COMPANY
MELVILLE & SOWERBY, P.L.
POLE
32
5
LLC.
SCALE N FEET
MAFEET
INTENDED DISPLAY SCALE
DESCRIPTION.
THE SOUTH 112 OF SE-C770N 30, TOWNSHIP 36 SOUTH, RANGE 38 EAST, OF ST. LUCIE COUNTY, FLORIDA.
LESS AND EXCEPT THE HEST 125 FEET THEREOF FOR CANAL OF SOUTH FLORIDA WA7FR COlill770W
DISTRICT AS RECORDED IN DEED BOOK 254, PAGE 501, PUBLIC RECORDS OF Sr LUCI£ COUNTY, FLORIDA.
PROJECT SPECIFIC NOTES.•
1) UNLESS SHOW OTHERWISE, ALL DIMENSIONS ARE CALCULA7FD(C) AND
MEASUR£D(M).
2) THE DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENT'S
REPRESENTATIVE.
3) BEARING REFERENCE- THE EAST LINE OF THE SOUTH 112 OF SECTION 30,
TOWNSHIP 38 SOU7H, RANGE 36 EAST IS TAKEN TO BEAR SOUTH 017080 EAST.
4) SITE ADDRESS.- 8401 GERMANY CANAL ROA .
5) PARCEL ID: 3230-311-0001-000-8.
6) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDICTIONAL AREAS OR OTHER
AREAS OF LOCAL CONCERN.
7) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY
INSURANCE. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS' BY OTHER 7HAN
7HE SIGNING PARTY OR PAR77ES IS PROH1817ED WITHOUT WRI77FN CONSENT OF THE
SIGNING PARTY OR PARTIES.
8) DATE OF LAST FIELD SURVEY 03120115.
STANDARD NOTES:
1. No search of the public records for determination of ownership or restrictions affecting the lands
shown was performed by the surveyor.
2. The survey depicted here is prepared exclusively for those parties noted.
3, No responsibility or liability is assumed by the surveyor for use by others not specifically named.
4. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4820.
5. There are no visible above ground encroachments except as shown.
6. No attempt was made to locate underground improvements and/or encroachments (if any) as part of
this survey.
7. This survey was prepared in accordance with minimum technical standards established by the Florida
Board of Surveyors and Mappers (Chapter 611317-6, F.A.C.) pursuant to Section 472.027, Florida
Statutes.
DETAIL (NOT TO SCALE)
PROPOSED 16' X 80' MOBILE HOME 6.'01
SET ON EXIS77NG CONCRETE SLAB
FROM DEMOLISHED HOME /
FINISH FLOOR OF PROPOSED HOME
TO BE AT* LEAST 1.5' ABOVE GRADE
?a'
76
•O-
TO.
// 0 O
ao
00
5~\�G was
LEGEND
0-Set Iron Rod and Cap "KAB LS 4820" ■-Found CM
•-Found Iron Rod (and Cap) 0 -Found Pipe (and Cop)
ABBREVIATIONS
@=Basellne; BM -Benchmark; CL=Centerline; C=Calculated; CATV.Cabie TV; CM -
Concrete Monument; CONC=Concrete; D=Deed; &=Delta or Central Angle; E=Eost;
E'LY=Easterly, E/P=Edge of Pavement; ESMT=Eosement; F.I.R.M,.Flood Insurance
Rate Map; FND=Found; IP=Iron Pipe; IR&(C)-Iran Rod (and ID Cop); L-(Arc) Length;
M=Meosured; MH=Manhole; N=North; N'LY=Northerly, NGV(D)=Notional Geodetic
Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead Wires, It=Property
Line; P=Plot; PC=Point of Curvature; PCC=Point of Compound Curvature; PCP=
Permanent Control Paint; POB=Point of Beginning; POC=Point of Commencement;
PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; PT=Point
of Tangency PU&D=Public Utilitiy and Drainage; R=Radius; R/Wm Right —of —Way.
S=South; SLY=Southerly, T=Tangent; TEL=Telephone Splice or Switch Box; W-West;
IeLY=Westerly, UTIL=Utility(ies);>A=Spot Elevation based on indicated Datum.
SCANNED
3y
St. Lucie county
DESCR/PT/ON
DATE
FB/PG
BY
CK
BOUNDARY SURVEY
ADD
MOVEPROPOSED PROPOSEDHOME HOME
03/23/15
18
08/03/18
306/52-53
F1 LE
FILE
WC
KB
KB
KAB
KAB
KAB
SCALE A = 300 r
DRAWING NUMBER.•
29074 .10
.1
SHEET / OF 1