HomeMy WebLinkAboutTYPICAL STEM WALL CONSTRUCTION LAYOUT SURVEYF D R m 5LOGK OR
MONO. GAP
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TYPICAL STEM WALL 3/4"=i'-0"
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POINT OF C14,11, EDIT
3outlall Corner
oY Gay...sent Lot 1,
S.A. 26. Toenshlp 35
South, Range 40 Eaat \
Field Book 94-03, Pages 48-54. 62 6 67
VICINITY MAP
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CONSTRUCT ION LAYOUT SURVEY
prepared for
James Morgan
Government Lot 1
S t26 T h' 35 S th
May 10, 1994
40 0 40 80 i20
SCALE; to - 40'
ec ion owns 1p ou
Range 40 East
" VACANT
5d pd Set 1/2' Iron Rod Santa Career Fence Corner" p ,
396. 39' NS' 4' n a 'RLS 391' 107.14' - 1, 5p'N L O163�'X� 1. 63'N 4 s.96 N S9000 DD E 226. 66' C Found 3/4' Iron PIPS
503. 53' (C) ix } ;, 0 - * p'RL6n2391' 226- /6' (Dl and Cap 'GCY, Inc. LB 4 06'
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PARCEL 2 s.zy xr w'' PARCEL 1 r
0.954 Acres u3i- ✓"� r,
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S90' 00 OD' E C W Dl cell�V _� aD' _ �. ����ee�AA �I Fenn Lorne, Parer Pole
rr,, 16, 72' N 6 66, 7r X
South :ISO of 6.1ernsent LOT 1 502. 60' (C) 4006 XELL F d x91� "'I x9 y0 xO R� 0 (tYPI<eq 226.76' (D) —_
Set U2' Iron AOd Found 3/4' Iron Pip, - Found 1 4- Iron Red an Cap N90° DD' DD' W 226, 6Q' (C) Found 3' 3'
206. 89' Sol 1/2' Iron Rod 75. 7Te i 139.94, 1.31'N 6 25. 22'N r ,,N 1659' 0.01'N 6 25,21YE Concreta enusent
and Cap 'ALS 2391' and Cep •RLS 2391' Found f/4' Iran Rod and Cap Found 3' N 3' Concrete Nenpdant
'AGM 1B59' O. OB'S 624. 07'II oe ": (un-nusbared] 0. 3a'9625. 28'F
_\POINT OF BEGINNING \\
\PARCEL 1 \
Lot 13 \ c\ \ Lot 22 \ Lot 1
RIO VISTA �\
(Plat Book 9, Page 6) o \
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SURVEYOR'S NOTES:
1. Reproductions of this sketch are not valid unless embossed with the surveyor's seal
and contains an original signature.
2. Lands shown hereon were not abstracted or researched by this office for
Rights -of -ways, Easements of Record, Reservations, Ownership, Abandonments,
LEGAL DESCRIPTION
Deed Restrictions, Zoning Regulations or Zoning Set -back Lines, Land Use Plan
j Designation, adjoining deeds or Murphy Act Deeds This surve is not intended t
PARCELI
FROM the southwest corner of Government Lot 1, Section 26, Township 36 South, Range 40
East, St. Lucie County, Florida, thence run East along the South line of said lot to the centerline
of Second Street as shown on the plat of Rio Vista Subdivision as In Plat Book 9, at Page 6, of
the Public Records of St. Lucie County, Florida, to the POINT OF BEGINNING; thence turn and
run Northwesterly along the projection of said centerline a distance of 88.71 feet; thence turn
and run East a distance of 226.76 feet; thence turn and run Southeasterly parallel with said
projected center line to the corner dividing Lots 1 and 12 in said Rio Vista Subdivision, a
distance of 88.71 feet; thence West 226.76 feet to the POINT OF BEGINNING.
PARCEL
All that part lying East of the railroad right-of-way of the following described property:
BEGIN at the Southwest corner of Government Lot 1, Section 26, Township 36 South, Range 40
East, St. Lucie County, Florida, thence run East along the South line of said lot to the centerline
of Second Street as shown on the plat of Rio Vista Subdivision as in Plat Book 9, at Page 6, of
the Public Records of St. Lucie County, Florida, thence turn and run Northwesterly along the
projection of said centerline a distance of 88,71 feet, thence turn and run West parallel with the
South line of said Government Lot 1 to the West line of said Lot 1, thence South 82.6 feet to
POINT OF BEGINNING.
Y o
delineate Wetlands, Local Areas of Concern or any other Jurisdictional Boundary
Lines.
3. Legal Description shown hereon was provided by the client and/or his agent.
4. FLOOD NOTE: By graphic plotting only, this property is located in Flood Zone' X', of
the Flood Insurance Rate Map, Community Panel Number 12111 C01 93 G, effective
November 4, 1992, and is not in a Special Flood Hazard. No field surveying was
performed to determine this zone and the exact location can only be determined by an
elevation certificate.
5. Bearings shown hereon are based upon a bearing of S90°00'00'E, along the south
line of Government Lot 1, Section 26, Township 35 South, Range 40 East.
6. Fence corners located only, unless otherwise noted.
7. The subject property has no visible man-made improvements other than those shown
hereon.
8. The proposed finish floor of the 3 car carport is 50.50'.
NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS
PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY that the attached Construction Layout Survey, depicting the proposed
improvements, as shown hereon is True and Correct to the best of my knowledge and belief and
is based on a Boundary Survey as surveyed in the field under my direction on May 10 1994. I
further certify that this neap meets Minimum Technical Standards as set forth in Rule 61G17-6
FAC adopted by the Florida Board of Land Surveyors, pursuant to Florida Statute 472,027.
There are no above ground encroachments other than those shown hereon, subject to the
qualifications noted hereon
Dated this 1311T day of May, 1394.
James A. y III
Re tered Land Surveyor
Florida Certificate No. 2391
LEGEND:
= Centerline
P = Plat
M = Measured
RLS = Registered Land Surveyor
FF Elev Finish Floor Elevation
JAMES A. KIRBY, Ill
REGISTERED LAND SURVEYOR
2860 S. Kings Highway
P.O. Box 1826
Ft. Plorce, FL 34954-1826
Phone (407) 464-9621
Fax (407) 466 9326
Drawing No. 94-0062 (L-CL5)
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