HomeMy WebLinkAbout1996 - Block 320 Lot 4 Boundary SurveySCALE)'=20' LOT 28
LOT 29 �� NORTH BLOCK 320
BLOCK 320 (VACANT)
( RESIDENCE) 'F'
BRMTY (40.01' M.)
NXE QDs-_- S00000'001,W 80.00'P.
,P
P,U.b D.E.
S�' fj•M IW RWEELLLED :-
I LOT 4
-, BLOCK 320 m
(VACANT) /
\ 1,
26.5' / ,V0 7.0'� I )
PROPOSED c
49.9 00 1/IIS 9.6' a /PATIO\ �^ 11.4-7'-
1.4' 10.5' O
, z2.3' P Lfl
LOT 3 I e PROPOSED ONE
BLOCK 32) rF�i STORY RESIDENCE
F'-(Y'��iYDn'
t Is PROPOSED FINISHED
Z ERui ZFLOOR ELEVATION.53.0p0 l.s• 5.1+NI
o't 1 D_ WI�U �,, O 1 12II S. G B 14.6' a a 12.0, O
t :a' Q Q V! O ,.:. I e 10.0' b �m
w aZ O 4 N I/ / ry 3A'I Z
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UP 276.74' P.
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eo
.+ LOT 27
BLOCK 320
(VACANT)
So 1
BLOCK 320
(VACANT)
0
N 00000'00E' E 80.00' P.
l\ (E0.03'M.1
ASPHALT PAVEMENT
80.00' P. 1e0.02'M.)
SCROLL STREET
LEGAL DESCRIPTION:
LOT 4, BLOCK 320, SEBASTIAN HIGHLANDS UNIT 13, ACCORDING
TO THE PLAT THEREOF AS RECORDED IN PIAT BOOK 7 PAGES 82A
THRU 82F OF THE PUBUC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA.
SURVEYOR'S NOTES:
1. BEARINGS SHOWN ARE BASED ON THE CENTERLINE OF SCROLL
STREET AS (NORTH) N 00°00'00' E AS PER PUT.
2. NO INSTRUMENT OF RECORD REFLECTING EASEMENTS. RIGHTS OF
WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR
EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED.
3. THIS SURVEY IS NOT INTENDED TO LOCATE EXISTING UNDERGROUND
FOUNDATIONS. ENCROACHMENTS OR ANY IMPROVEMENTS EXCEPT
AS SHOWN.
4. THE LOT SHOWN HEREON IS LOCATED IN FLOOD ZONE 'X' PER
FLOOD INSURANCE RATE MAP 12061CO078 E. DATED MAY 4, 1989.
5. ELEVATIONS BASED ON ASSUMED DATUM, ELEVATION 50.00
ASSUMED ON THE CENTERLINE OF SCROLL STREET.
ABBREVIATIONS:
P -PLAT M -MEASURED RPV/ -RIGHT OF WAY A/C -AIR CONDITION
4CENTERLINE COV. -COVERED LS -LAND SURVEYOR
O.U.L.-OVERHEAD UTILITY LINES CONC.-CONCRETE
PUEDE-PUBLIC UTILITY E DRAINAGE EASEMENT
PLS -PROFESSIONAL LAND SURVEYOR SF -SQUARE FEET
m
Q1'
E. RAV UNE
8
7.0'N4' 5.10' �LN7.0'
W+p9ry
b 1 J
o
9i
x I'm
PROPOSED
1
_
N 00°00'00' E 1440.56' P.
�'
/SEPTIC FIELD
ORION1
'1
(50' RIGHT-OF-WAY)
`` 90000 S.F. .F.
N 00000'00E' E 80.00' P.
l\ (E0.03'M.1
ASPHALT PAVEMENT
80.00' P. 1e0.02'M.)
SCROLL STREET
LEGAL DESCRIPTION:
LOT 4, BLOCK 320, SEBASTIAN HIGHLANDS UNIT 13, ACCORDING
TO THE PLAT THEREOF AS RECORDED IN PIAT BOOK 7 PAGES 82A
THRU 82F OF THE PUBUC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA.
SURVEYOR'S NOTES:
1. BEARINGS SHOWN ARE BASED ON THE CENTERLINE OF SCROLL
STREET AS (NORTH) N 00°00'00' E AS PER PUT.
2. NO INSTRUMENT OF RECORD REFLECTING EASEMENTS. RIGHTS OF
WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR
EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED.
3. THIS SURVEY IS NOT INTENDED TO LOCATE EXISTING UNDERGROUND
FOUNDATIONS. ENCROACHMENTS OR ANY IMPROVEMENTS EXCEPT
AS SHOWN.
4. THE LOT SHOWN HEREON IS LOCATED IN FLOOD ZONE 'X' PER
FLOOD INSURANCE RATE MAP 12061CO078 E. DATED MAY 4, 1989.
5. ELEVATIONS BASED ON ASSUMED DATUM, ELEVATION 50.00
ASSUMED ON THE CENTERLINE OF SCROLL STREET.
ABBREVIATIONS:
P -PLAT M -MEASURED RPV/ -RIGHT OF WAY A/C -AIR CONDITION
4CENTERLINE COV. -COVERED LS -LAND SURVEYOR
O.U.L.-OVERHEAD UTILITY LINES CONC.-CONCRETE
PUEDE-PUBLIC UTILITY E DRAINAGE EASEMENT
PLS -PROFESSIONAL LAND SURVEYOR SF -SQUARE FEET
m
BOUNDARY SU'\^R1`VEY
CERTIFIEDMRS STEVENS :
MRS
MR b STEVENS.}YYY,,,{{{•••IIEPPP»>
MGD CONSTRUCTION, INC. i
LEGEND:
O- SET 5/8' IRON REBAR WITH PLASTIC CAP STAMPED 'PLS 4696'
411 -FOUND 5/8' IRON REBAR WITH NO PLASTIC CAP
A- FOUND NAIL b 2' DISK
♦- SET PK NAIL IT I- DISK
PREPARED BY:
CECRLE LAND SURVEYING. INC.
10749 HIGHWAY U.S.1, SUITE A. SEBASTIAN. FLORIDA 32958
PHONE (407) 388-0520
CERTIFIED CORRECT TO THF BEST OP MY KNOWLEDGE AND BEUEF IN
CONFORMITY WITH THE MIPIIMUM TECHNICAL STANDARDS SET FORTH
BY THE FLORIDA BOARD OF LAND SURVEYORS.PURSUANT TO SECTION
472.027 OF THE FLORIDA STATUES AND 21 HH -b AND CHAPTER 61 G17
FLORIDA ADMINISTRATIVE CODE. THIS SURVEY IS PREPARED AND
CERTIFIED FOR THE EXCLUSIVE USE OF THE CLIENT OR CLIENTS NAMED
HEREON, TH=NOTUT THE EMBOSSED
HERVE�
BOUNDARY SURVEY 2-1-1996 1 SCALE 1'=20' 1 FIELD BOOK 16.74 1 SHEET I.OF I ' PROJECT NUMBER 96-16
Q1'
E. RAV UNE
8
A1�
W+p9ry
b 1 J
9i
x I'm
1�
h0I-
084.Hi'P.1
_
N 00°00'00' E 1440.56' P.
(1411.19- M.)
(50' RIGHT-OF-WAY)
BOUNDARY SU'\^R1`VEY
CERTIFIEDMRS STEVENS :
MRS
MR b STEVENS.}YYY,,,{{{•••IIEPPP»>
MGD CONSTRUCTION, INC. i
LEGEND:
O- SET 5/8' IRON REBAR WITH PLASTIC CAP STAMPED 'PLS 4696'
411 -FOUND 5/8' IRON REBAR WITH NO PLASTIC CAP
A- FOUND NAIL b 2' DISK
♦- SET PK NAIL IT I- DISK
PREPARED BY:
CECRLE LAND SURVEYING. INC.
10749 HIGHWAY U.S.1, SUITE A. SEBASTIAN. FLORIDA 32958
PHONE (407) 388-0520
CERTIFIED CORRECT TO THF BEST OP MY KNOWLEDGE AND BEUEF IN
CONFORMITY WITH THE MIPIIMUM TECHNICAL STANDARDS SET FORTH
BY THE FLORIDA BOARD OF LAND SURVEYORS.PURSUANT TO SECTION
472.027 OF THE FLORIDA STATUES AND 21 HH -b AND CHAPTER 61 G17
FLORIDA ADMINISTRATIVE CODE. THIS SURVEY IS PREPARED AND
CERTIFIED FOR THE EXCLUSIVE USE OF THE CLIENT OR CLIENTS NAMED
HEREON, TH=NOTUT THE EMBOSSED
HERVE�
BOUNDARY SURVEY 2-1-1996 1 SCALE 1'=20' 1 FIELD BOOK 16.74 1 SHEET I.OF I ' PROJECT NUMBER 96-16