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a I / THE SW 1/4 OF THE SW 1/4 OF SECTION 6
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Foster Road
LOT 13 LOT 12 LOT II LOT 10
Campbell Estates
Unrecorded Plot
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SPIKFD E
24" M E.S.
STORM RM MANHOLE
Remainder Of The Nw 1/4 Of The Sw
1/4 Of
Sec Lion b-31-39
JLOT 15 LOT 14 LOT 13
= 13'26'0(0"
N. INV. EL.=4.40'
2
R
+'L
ti N P.B. 7, PGE. 4q,
L =
72.69'
N. INV. ELEV.=4.06'
+
Valencia Street 50' RW
+
+2
+2
(24' RCP)
N44'30'33"W
LOT 16
Fd 2' Iron Pipe
Fd 41x4" C.M.
Lb #6905
LOT 15 LOT 14 LOT 13
W
0�� N88'S4'30"E
3 67'N t 0.38 E
200.04" gO.g4'
PRM #3916
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R = 25.00'
1049.26
L_ C4 P.B. 7, PGE. 4q,
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N88'54'30" E
1140.20'
w Ora•-1ge Heights Unit 2
a2 Lb #6905
22
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> LOT 24 LOT 23 LOT 22
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Tangelo Street 50' Rw
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Lb #6905
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THE SOUTH 534.50'
OF THE NW 1/4 OF THE SW I/4 OF
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SECTION 6,
TOWNSHIP 31 SOUTH, RANGE 3q EAST
SET P/K NAIL
,
(15.30 Acres)
ELEV. =21.71' I.�
2 2 0 2 h
2°h �, O r b +2 +2
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y 0'
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a I / THE SW 1/4 OF THE SW 1/4 OF SECTION 6
TOWNSHIP 31 SOUTH, RANGE 3q EAST
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(40.q5 Acres)
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10.45'North
Fd 4"x4' C.M
PRM 03916
Fd IRC #6905
Fd IRC >1i6905
Foster Road
LOT 13 LOT 12 LOT II LOT 10
Campbell Estates
Unrecorded Plot
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GR4FH1C SCALE
10o i 50 100
+ ( IN FEET )
1 inch = Ud0 ft.
SET IRC
Lb #6905
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LOT 7 l
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- LOT 6 LOT 5 LOT 4 LOT 3 LOT 2
N Orange Heights Unit 3
LL I P.B. 7, PGE. EIA,
a THE NE CORNER OF NW 1/4 OF THE NW 1/4 OF
SECTION 7, TOWNSHIP 31 SOUTH, RANGE 3q EAST
LOT 5
F 2( .OBI LOT 4 LOT 3 LOT 2
W LOT I
Parcel Point Ofo �tml FdFd 31'1 P Gal P.B. in Subdivision .
fFd 3/4'1 P
SET IRC
C 25.00' North
Lb bg05 Fd 2'Iron Pipe -
3W O 4'N.t8
` �b~913 �c Fd IRC #944 0( Ga lamond in Street 50' j� LO 2�
} + 2 ? `L Fd 4'x4' G,M .Gt101%} 6_ 31-391 2� 1142.46 2' ?�� ��!b �rLP 0.80' North 84.10' - .�' h� ti2A+ 2°1
T 2
c t i on / 31- 3y .5�' + T__. N8q• 13' 44"E� S 2�1rRC c�c0' t 8" E`b2.14' s� r� 1,': How
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Parcel No: 4 R = 300.0 1 10
+ +2 bz
G' CHAIN LINK FENCE L = 107.22' SET IRC
NW CORNER of SECTION 7 #6905 Lb Parcel: �' 4 i
TOWNSHIP 31 SOUTH, RANGE 39 EAST 22
} (1.48 Acres) h
G' CHAIN LINK FENCE Sebastian Elementary School
Report of Survey:
TYPE OF SURVEY: BOUNDARY
THIS SURVEY PERFORMED BY:
HOUSTON E BRYANT, INC. L.B. #6005
g436 U.S. HIGHWAY I
SEBASTIAN, FLORIDA 32958
PROFESSIONAL SURVEYOR t MAPPER IN RESPONSIBLE CHARGE:
STUART A. HOUSTON, P.L.S. #4480
THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM
TECHNICAL STANDARDS (61G17-6, FAC) 15 SUBURBAN. THE MINIMUM
RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY 15 1 FOOT
IN 7,500. THE ("MEASUREMENT AND CALCULATION OF A CLOSED
GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY
REQUIREMENT.
THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM
TECHNICAL STANDARDS AS CONTAINED IN (oIGI7-6, FAC.
ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET
AND DECIMAL PARTS THEREOF.
THE LAST DATE OF FIELD WORK WAS: 8/22/03
THE BEARING BASE FOR THIS SURVEY IS: NOO'00'02"E, ASSUMED ALONG
THE WEST LINE OF SECTION G -31-3q.
THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS,
EXCEPT AS SHOWN.
NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS,
OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
'O TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
JNLESS A COMPARISON 15 SHOWN, PLAT VALUES AND MEASURED VALUES
ARE THE SAME.
-EGAL DESCRIPTION 15 AS PROVIDED BY THE CLIENT.
JNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. 15 UNIDENTIFIED.
f HE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: 'X'
'ER FLOOD INSURANCE RATE MAP # 120GIC007G E, DATED MAY 4th., Ig8q
PLAT OF SURVEY FOR:
Certified To:
THE COY A. CLARK COMPANY
Legal Description:
Parcel No. 3 -
THE SW 1/4 OF THE SW 1/4, AND THE SOUTH 534.5 FEET OF THE NW 1/4 OF THE
SW 1/4, LE55 THE NORTH 250 FEET OF THE WEST 200 FEET, ALL IN SECTION b,
TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA
CONTAINING (56.25 ACRES)
ALSO INCLUDING;
Parcel No. 4:
A PARCEL OF LAND LYING IN THE NW 1/4 OF SECTION 7, TOWNSHIP 31 SOUTH,
RANGE 3q EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS COMMENCING ATH
N57'56'40"W
152.Iq'
SET IRC
SPIKFD E
24" M E.S.
STORM RM MANHOLE
LOT IG
+22'�a
JLOT 15 LOT 14 LOT 13
= 13'26'0(0"
N. INV. EL.=4.40'
w r Orange Heights Unit I
R
SET
= 310.00'
ti N P.B. 7, PGE. 4q,
L =
72.69'
N. INV. ELEV.=4.06'
(30' RCP)
Valencia Street 50' RW
Q� W. INV. ELEV, =4.30'
\
ET IRC
Fd_3/4'1 P
(24' RCP)
N44'30'33"W
LOT 16
. ELEV.=3.65'
52.89
Lb #6905
LOT 15 LOT 14 LOT 13
W
4!e' +Q
U) -Orange Heights Unit I
R = 25.00'
L_ C4 P.B. 7, PGE. 4q,
L = 36.07'
d�
LL
a�
Fd 4'x4" C. -1
LQT 31
LOT 30 LOT 2q LOT 28
w Ora•-1ge Heights Unit 2
L_ C4 P.B. 7, PGE. 73,
L_
• Fd 2'I.P
Pineapple Street 50' Rw
(O -F-55/5- IRC
LOT 13
Ll _ LOT 12 LOT I I LOT 10
LU
to Orange Heights Unit 2
fel
U: c P.B. 7, PGE. 73,
�t
w
to
m
LOT 25
m
> LOT 24 LOT 23 LOT 22
W _
w
w Orange Heights Unit 3
g
+�.'
cr P.B. 7, PGE 88,
0
z
Kind Street 50' Rw
LOT 10
LU
W LOT q LOT 8 LOT 7
IL
Orange Heights Unit 3
42
LOT 19 I P -B. 7, PGE. 88, I
(u _
w o LOT 18 LOT 17 LOT 16
U- C4
LL
I I
Tangelo Street 50' Rw
J
o
LOT 7 l
O _ . +4 -14�aw +clph W
- LOT 6 LOT 5 LOT 4 LOT 3 LOT 2
N Orange Heights Unit 3
LL I P.B. 7, PGE. EIA,
a THE NE CORNER OF NW 1/4 OF THE NW 1/4 OF
SECTION 7, TOWNSHIP 31 SOUTH, RANGE 3q EAST
LOT 5
F 2( .OBI LOT 4 LOT 3 LOT 2
W LOT I
Parcel Point Ofo �tml FdFd 31'1 P Gal P.B. in Subdivision .
fFd 3/4'1 P
SET IRC
C 25.00' North
Lb bg05 Fd 2'Iron Pipe -
3W O 4'N.t8
` �b~913 �c Fd IRC #944 0( Ga lamond in Street 50' j� LO 2�
} + 2 ? `L Fd 4'x4' G,M .Gt101%} 6_ 31-391 2� 1142.46 2' ?�� ��!b �rLP 0.80' North 84.10' - .�' h� ti2A+ 2°1
T 2
c t i on / 31- 3y .5�' + T__. N8q• 13' 44"E� S 2�1rRC c�c0' t 8" E`b2.14' s� r� 1,': How
o n o 0 0 0 0 0 -�,--� a ¢-- v- fl -z -o --� Lb 905 ;- In 5idau Iwk
�) 1
Parcel No: 4 R = 300.0 1 10
+ +2 bz
G' CHAIN LINK FENCE L = 107.22' SET IRC
NW CORNER of SECTION 7 #6905 Lb Parcel: �' 4 i
TOWNSHIP 31 SOUTH, RANGE 39 EAST 22
} (1.48 Acres) h
G' CHAIN LINK FENCE Sebastian Elementary School
Report of Survey:
TYPE OF SURVEY: BOUNDARY
THIS SURVEY PERFORMED BY:
HOUSTON E BRYANT, INC. L.B. #6005
g436 U.S. HIGHWAY I
SEBASTIAN, FLORIDA 32958
PROFESSIONAL SURVEYOR t MAPPER IN RESPONSIBLE CHARGE:
STUART A. HOUSTON, P.L.S. #4480
THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM
TECHNICAL STANDARDS (61G17-6, FAC) 15 SUBURBAN. THE MINIMUM
RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY 15 1 FOOT
IN 7,500. THE ("MEASUREMENT AND CALCULATION OF A CLOSED
GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY
REQUIREMENT.
THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA MINIMUM
TECHNICAL STANDARDS AS CONTAINED IN (oIGI7-6, FAC.
ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET
AND DECIMAL PARTS THEREOF.
THE LAST DATE OF FIELD WORK WAS: 8/22/03
THE BEARING BASE FOR THIS SURVEY IS: NOO'00'02"E, ASSUMED ALONG
THE WEST LINE OF SECTION G -31-3q.
THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS,
EXCEPT AS SHOWN.
NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS,
OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
'O TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
JNLESS A COMPARISON 15 SHOWN, PLAT VALUES AND MEASURED VALUES
ARE THE SAME.
-EGAL DESCRIPTION 15 AS PROVIDED BY THE CLIENT.
JNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. 15 UNIDENTIFIED.
f HE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE: 'X'
'ER FLOOD INSURANCE RATE MAP # 120GIC007G E, DATED MAY 4th., Ig8q
PLAT OF SURVEY FOR:
Certified To:
THE COY A. CLARK COMPANY
Legal Description:
Parcel No. 3 -
THE SW 1/4 OF THE SW 1/4, AND THE SOUTH 534.5 FEET OF THE NW 1/4 OF THE
SW 1/4, LE55 THE NORTH 250 FEET OF THE WEST 200 FEET, ALL IN SECTION b,
TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA
CONTAINING (56.25 ACRES)
ALSO INCLUDING;
Parcel No. 4:
A PARCEL OF LAND LYING IN THE NW 1/4 OF SECTION 7, TOWNSHIP 31 SOUTH,
RANGE 3q EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS COMMENCING ATH
N57'56'40"W
152.Iq'
SET IRC
SPIKFD E
24" M E.S.
STORM RM MANHOLE
b #69105
+22'�a
O
= 13'26'0(0"
N. INV. EL.=4.40'
R
SET
= 310.00'
IRC
#60005
L =
72.69'
N. INV. ELEV.=4.06'
(30' RCP)
z �\ 5. INV. ELEV.=4.10' (30" RCP)
Q� W. INV. ELEV, =4.30'
\
ET IRC
\ \ \ INV. ELEV.-3.58'
(24' RCP)
N44'30'33"W
#6905
sET�c
. ELEV.=3.65'
52.89
Lb #6905
= 82'40' Iq"
R = 25.00'
L = 36.07'
d�
/
NOT INCLUDED
( Vacant )
/
�A�'
'E.S.
Fd 2'I.P S
LOT I
-d 201.P 01
So,
a 2�4 ;
+2 2
ri EL. -2.05' (15' RCP)
o
"
FD CONC. MON (Round)
3.73' NW
30 RCP
SPIKFD E
24" M E.S.
STORM RM MANHOLE
E. INV.EL.=3.q3' (30" RCP)
5. INV. EL.=4.36'
N. INV. EL.=4.40'
S.W. INV. EL. -3.07'
N.W. INV. EL. -3.11'
2• STORM MANHOLE
2®
N. INV. ELEV.=4.06'
(30' RCP)
z �\ 5. INV. ELEV.=4.10' (30" RCP)
Q� W. INV. ELEV, =4.30'
\
\ \ \ INV. ELEV.-3.58'
(24' RCP)
INV. ELEV.-3.67-
(30" RCP)
. ELEV.=3.65'
(24' �y
� E. IIJV.EL.-2.77' (IS" RCP)
Fd 4'x4' C.M.
4.70' NW
` 18' RCP
E. INV. EL. -18.97'
','Ld. INV. EL. -19.24'
T E NW CORNER OF SAID SECTION 7, ZFIR ",
RUN N89'13'440E ALONG THE NORTH LINE OF THE NW 1/4 OF SAID SECTION 7,
1226.56 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL 22` 2�rLti
OF LAND, THENCE CONTINUE N8q'13'44'E ALONG THE NORTH LINE OF THE NW 1/4 %//� ` {►
OF SAID SECTION 7 112.90 FEET TO THE NE CORNER OF THE NW 1/4 OF THE NW r! Rc1/4, THENCE S8q'S01WE ALONG THE NORTH LINE OF THE NW 1/4 OF SAID SECTION INV EL. -21-r7'
7, 402.14 FEET TO THE NORTHWESTERLY RIGHT OF WAY LINE OF FELLSMERE ROAD / / INV EL. -21.00'
(C.R. 512) 100 FOOT RIGHT OF WAY, THENCE 538'Oq'45'W ALONG THE SAID NORTH-'
WESTERLY RIGHT OF WAY LINE, 342.16 FEET TO THE POINT OF CURVATURE OF A / N. INV. ELEV.-2.28' (15' RCP)
CURVE CONCAVE TO THE WEST, THE RADIUS POINT TO WHICH BEARS N51'501150W,
25.00 FEET, THENCE LEAVING SAID RIGHT OF WAY LINE RUN NORTHWESTERLY ALONG set Drill tc Legend t Abbreviations: (eymbol8 not 8ca legible for size)
THE ARC OF SAID CURVE, HAVING A 25.00 FOOT RADIUS A CENTRAL ANGLE OF In sidewa►k /
82'40'Ig" AND A ARG DISTANCE OF 36.07 FEET TO THE POINT OF TANGENCY, THENCE j PLS - PROFESSIONAL LAND SURVEYOR ® WOOD UTILITY POLE
N44'30'33'W, 52.8q FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE / PSM - PROFESSIONAL SURVEYOR t MAPPER® - TELEPHONE SERVICE
CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 310.00 FEET THENCE RUN LB - LAND SURVEYING BUSINESS - CABLE T.V. BOX
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF (L - CENTERLINE ® - ELECTRIC BOX
13'26'06" A ARC DISTANCE OF 72.Gq FEET TO THE POINT OF TANGENCY, THENCE / R - RADIUS ' - LIGHT POST
N57'56'400W, 152.Iq FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE f/ L - LENGTH ®
CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 300.00 FEET, THENCE RUN WELL
w`e �! O - DELTA ANGLE �° HYDRANT
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF E/P - EDGE OF PAVEMENT - GATE VALVE
20'28'40", A ARC DISTANCE OF 107.22 FEET, TO THE POINT OF BEGINNING. B/C - BACK OF CURB
CONTAINING (1.48 ACRES) / ® - WATER METER
F. F. - FINISH FLOOR QS - STORM MANHOLE
THE ABOVE PARCELS CONTAIN 57.73 ACRES FD - FOUND - CURB INLET
MORE OR LESS AND SUBJECT TO / o - PERMANENT CONTROL POINT (PCP) ® - CATCH BASIN
EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD SAID LANDS LYING O - IRON PIPE (IP) C�
AND BEING IN INDIAN RIVER COUNTY, FLORIDA. ® _ - MITERED END SECTION
The Coy A. Clark Company
HOUSTON & BRYANT, INC.
Professional Land Surveying -Certificate No. LB6905
9436 U.S. Highway 1
Sebastian, Florida 32958
Tel. (772)388-8603 Fax. (772)388-8604
-MOB ('IAKK\Q114Jt3\d.gy\0.1198('i1�RK.rl.,gti0tl%Z�/`i00SQ�HhSI'�-LF:Rt
1 8/25/03
NO. DA TE
d Fd 3/4'Irm Pipe [7 - Im- ROD 4 CAP CONCRETE MONUMENT )- TRAFFIC PATTERN
(CM)
�- - STREET SIGN
TYPE: BOUNDARY SURVEY
PROJECT# 03-198_P3/4
Received'
n Sr _ DA TE: 6127103 F.B. 48 PG. 30
°.P & Z DRA WN B Y. PRB
Growth Mgnt.
.e Z ''`/ CHECKED BY: SAH
x \L�0 43�L
Sebastian Properties `-. S: 3 & 4 SCALE: 1 "= 100' SHEET: 1 OF 1
REVISIONS `
THIS SURVEY IS NOT VALID WI THOU T THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR
AND MAPPER NAMED BELOW.
ADD ELEVA77ONS & INVERTS I E.J.H. U
63
DESCRIPTION I BY STUART A. HOUSTON, P.L.S.#4490
Ll
- . ..l ..l .. . 1 -