HomeMy WebLinkAbout2023-217FIRST ADDENDUM TO LIBERTY PARK, PHASE 1A AND 1B DEVELOPER'S AGREEMENT
BETWEEN INDIAN RIVER COUNTY AND RYALL DEVELOPMENT GROUP, LLC
THIS FIRST ADDENDUM TO LIBERTY PARK, PHASE lA AND ]B DEVELOPER'S
AGREEMENT BETWEEN INDIAN RIVER COUNTY AND RYALL DEVELOPMENT GROUP, LLC (this
"Addendum") is made this►� day of aG06er' , 2023.
BACKGROUND
This addendum is attached to and made a part of that "Liberty Park, Phase IA and 113 Developer's
Agreement Between Indian River County and Ryall Development Group, LLC" dated May 18, 2021.
AGREEMENT
I . Indian River County ("County") and Ryall Development Group, LLC, ("Developer") desire to
make certain modifications and additions to the above referenced Developer's Agreement ("DA") and desire to
set forth such modifications and additions in this Addendum.
2. In the event of a conflict between the terms and conditions of the DA and this Addendum, this
Addendum shall control.
3. Developer shall make the following dedications to the County within 90 -day of execution of
this Addendum by both Parties, subject to the conditions listed below:
4.
a. 64th Avenue right-of-way, 60 feet in width, as shown on Exhibit A hereto, subject to
modification as described below.
b. 741 Avenue right-of-way, 60 feet in width, as shown on Exhibit B hereto, subject to
modification as described below.
c. Fire Station right-of-way, 60 feet in width, as shown on Exhibit C hereto, subject to
modification as described below.
d. Pond parcel, as shown on Exhibit D hereto, subject to modification as described below.
e. 81st Avenue right-of-way, 10 feet in width, as shown on Exhibit E hereto.
a. County acknowledges that Developer has pending before County its conceptual PDTND
application for administrative approval. In the event the final PDTND approval requires
modification to the legal descriptions for any of the dedications described above, County and
Developer will cooperate to approve such modifications of the legal descriptions for said
dedications. Further, all such dedications shall be made within 60 days of approval by the
county of the conceptual PDTND or within 60 days of final approval of the legal descriptions
as modified, if such modifications are necessary.
b. County hereby agrees Developer shall retain an easement giving the Developer the absolute
right to modify the size and shape of the "Pond" to accommodate the future stormwater runoff
from the proposed Liberty Park park, storage facility, civic site, and other approved PDTND
facilities, provided such modifications shall not cause stage up to an elevation greater than
18.92 NAVD-88.
5. Developer shall not be responsible for any of the costs or fees associated with the design,
permitting, or construction of the 64th Avenue road segment described above, nor for the 74th Avenue road
segment south of 81 It Street to the southern boundary of Liberty Park described above. County shall, at its own
cost and expense, build any master -planned stormwater piping which is required to cross under the 64th St.
roadway and also all stormwater conveyance piping from the 64th Avenue and the 74th Avenue right-of-way to
Liberty Park stormwater lakes LP -East -N and LP -East -S (also known as 66G in the County's 66th Avenue
project) and to Lake S-5.
6. At the County's own cost and expense, County will deposit all excess fill from the County's
66th Avenue Phase 4 — Lake 66G as designed by Kimley Horn for Indian River County to the location shown
on Exhibit "I"' hereto.
7. County shall provide access from 64' Street to the future storage facility to be developed by
Developer.
8. The parties acknowledge that, except as provided herein, the DA remains in full force and
effect.
This Addendum may be executed in any number of duplicate originals and any such duplicate original
shall be deemed to constitute one and the same instrument.
RYALL DEVELOPMENT GROUP, LLC,
a Florida limited liability company
By: 4 C
Print Name: JI.
Its: !! Agate-✓
WITNESS:
Printed Name: s)(_ir, w4s, C
Printed Name: "g��
(Corporate seal is acceptable in place
of witnesses)
2
IN WITNESS WHEREOF, the Board has executed this Addendum as of the date approved below.
BOARD OF COUNTY COMMISSIONERS
INDIAN RIVE COUNTY, FLORIDA
BY:
Jose arm an
BCC Approved: October 3, 2023
•` ���FR COUN�'�'
Attest: Ryan L. Butler, Clerk of Court and
Comptroller
B
Y•
Deputy lerk
Approved as to form and legal sufficiency
IaLk a—P
William K. DeBraa
County Attorney
Approved:
By
Jo A. Titk ich. Jr.
County Administrator
ROAD RIGHT-OF-WAY LEGAL DESCRIPTION
A 60.00 FOOT WIDE STRIP OF LAND FOR THE PROPOSED RIGHT OF WAY FOR 64th AVENUE; LYING IN SECTION 32,
TOWNSHIP 31 SOUTH, RANGE 39 EAST AND BEING A PORTION OF THE PARCEL DESCRIBED IN OFFICIAL RECORDS
BOOK 1929, PAGE 306, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
PARCEL A:
COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF
SAID SECTION 32; THENCE RUN N00'40'04"E, ALONG THE EAST LINE OF THE SOUTHWEST ONE—QUARTER OF THE
NORTHWEST ONE—QUARTER OF SAID SECTION 32, A DISTANCE OF 80.00 FEET TO A POINT ON THE NORTH RIGHT OF
WAY LINE OF 81st STREET; THENCE DEPARTING SAID EAST LINE RUN S89'55'33"E, ALONG SAID NORTH RIGHT OF WAY
LINE, A DISTANCE OF 232.16 FEET TO A POINT ON THE WEST LINE OF THE AFORESAID PROPOSED 64th AVENUE
RIGHT OF WAY, FOR A POINT OF BEGINNING; THENCE DEPARTING SAID NORTH RIGHT OF WAY LINE RUN NOO'04'27"E,
ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 173.90 FEET TO THE POINT OF CURVATURE OF A TANGENT
CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 370.00 FEET AND A CHORD BEARING OF N24'50'13"W;
THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49'49'07", A
DISTANCE OF 321.72 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A
RADIUS OF 430.00 FEET AND A CHORD BEARING OF N39'50'10"W; THENCE RUN NORTHWESTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 19'49'13", A DISTANCE OF 148.75 FEET TO A POINT ON THE EAST LINE
OF THE SOUTHWEST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SAID SECTION 32 AND A POINT ON A
NON—TANGENT CURVE, HAVING A RADIUS OF 430.00 FEET AND CHORD BEARING OF N14'38'07"W; THENCE RUN ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30'34'53", A DISTANCE OF 229.51 FEET TO THE POINT OF
TANGENT; THENCE RUN N00'40'04"E A DISTANCE OF 404.90 FEET, TO A POINT ON THE SOUTH RIGHT OF WAY LINE
OF THE SEBASTIAN RIVER WATER CONTROL DISTRICT SUB—LATERAL "R -13E" CANAL'; THENCE DEPARTING SAID WEST
RIGHT OF WAY LINE RUN S89'39'45"E, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 60.00 FEET TO A
POINT ON THE EAST RIGHT OF WAY LINE OF THE AFORESAID PROPOSED 64th AVENUE, SAID POINT ALSO LYING ON
THE EAST LINE OF THE SOUTHWEST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SAID SECTION 32; THENCE
RUN S00'40'04"W, ALONG SAID EAST LINE AND SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 405.23 FEET TO THE
POINT OF CURVATURE OF A TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 370.00 FEET AND A
CHORD BEARING OF S24'32'43"E; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
50'24'06", A DISTANCE OF 325.48 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
SOUTHWESTERLY HAVING A RADIUS OF 430.00 FEET AND A CHORD BEARING OF S24'50'13"E; THENCE RUN ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49'49'07", A DISTANCE OF 373.89 FEET TO THE POINT OF
TANGENT; THENCE RUN S00'04'27"W, A DISTANCE OF 173.90 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE
OF 81st STREET; THENCE RUN N89'55'33"W, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 60.00 FEET TO
THE POINT OF BEGINNING FOR PARCEL 'A';
TOGETHER WITH: PARCEL 'B'
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF
SAID SECTION 32; THENCE RUN N00'39'20"E, ALONG THE EAST LINE OF THE NORTHWEST ONE—QUARTER OF THE
NORTHWEST ONE—QUARTER OF SAID SECTION 32 AND THE EXISTING WEST RIGHT OF WAY LINE OF 64th AVENUE AS
SHOWN ON THE PLAT OF DOUGLAS SUBDIVISION, PER PLAT BOOK 2, PAGE 52, OF THE PUBLIC RECORDS OF INDIAN
RIVER COUNTY, FLORIDA, A DISTANCE OF 50.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF THE
AFORESAID LATERAL "R13E" CANAL FOR A POINT OF BEGINNING; THENCE DEPARTING SAID EAST LINE AND SAID WEST
RIGHT OF WAY RUN N89'39'45"W, ALONG THE NORTH RIGHT OF WAY LINE OF SAID LATERAL "R13E" CANAL, A DISTANCE
OF 60.00 FEET TO A POINT ON THE WEST LINE OF THE PROPOSED 64th AVENUE RIGHT OF WAY; THENCE DEPARTING
SAID NORTH RIGHT OF WAY LINE RUN N00'39'20"E, A DISTANCE OF 33.17 FEET TO THE POINT OF CURVATURE OF A
TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 430.00 FEET AND A CHORD BEARING OF N08'31'15"E;
THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15'43'50", A DISTANCE OF 118.06
FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 370.00 FEET
AND A CHORD BEARING OF N08'31'04"E; THENCE RUN ALONG THE ARC OF SAID CURVE THOUGH A CENTRAL ANGLE
OF 15'44'12", A DISTANCE OF 101.62 FEET TO THE POINT OF TANGENT; THENCE RUN N00'39'20"E, A DISTANCE OF
36.62 FEET TO A POINT ON THE EXISTING WEST RIGHT OF WAY LINE OF 64th AVENUE AS DESCRIBED IN OFFICIAL
RECORDS BOOK 413, PAGE 719, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE DEPARTING
SAID WEST RIGHT OF WAY LINE RUN S89'20'40"E, A DISTANCE OF 30.00 FEET TO A POINT ON THE WEST RIGHT OF
WAY LINE OF 64th AVENUE, AS SHOWN ON THE AFORESAID PLAT OF DOUGLAS SUBDIVISION; THENCE RUN
S00'39'20"W, ALONG SAID WEST RIGHT OF WAY LINE AND THE EAST LINE OF THE NORTHWEST ONE—QUARTER OF THE
NORTHWEST ONE—QUARTER OF SAID SECTION 32, A DISTANCE OF 286.39 FEET TO THE POINT OF BEGINNING.
CONTAINING: 2.06 ACRES (89,580 SQUARE FEET), MORE OR LESS.
CERTIFICATION
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE
THIS SKETCH AND DESCRIPTION IS NOT COMPLETE
DAVID M. SILON, P.S.M.
DATE
FLORIDA REGISTRATION NO. LS 6139
WITHOUT
SHEETS 1 THROUGH 3 AS CREATED.
INDIAN RIVER COUNTY SURVEYOR AND
MAPPER
THIS
IS NOT A BOUNDARY SURVEY
� INDIANRIVERCOUNTY
DepartmentofPublic Works
DRAWN BY:
D. SIL ON
SECTION 32
SKETCH OF DESCRIPTION
SHEET
1
Engineering Division
APPROVED BY:
TOWNSHIP 31S
for PROPOSED 64th AVENUE
<�a 1801 27th ST, VERO BEACH, FL 32960
D. SCHRYVER
RANGE 39 E.
RIGHT OF WAY
o
NOTES
1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND
MAPPER NAMED HEREON.
2. THIS SKETCH AND DESCRIPTION MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE STANDARDS OF PRACTICE AS ESTABLISHED IN CHAPTER
5J-17.051. FLORIDA ADMINISTRATIVE CODE.
3. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE POLICY, THEREFORE THERE MAY EXIST EASEMENTS, RESERVATIONS,
RESTRICTIONS AND/OR OTHER ENCUMBRANCES THAT ARE NOT SHOWN HEREON.
4. THE PROPERTY, RIGHT OF WAY, SECTION AND QUARTER SECTIONS LINES SHOWN HERE ARE BASED UPON THE LINEWORK FROM TWO AUTOCAD FILES
ENTITLED "7677.dwg" AND "2110—base-23-0613.dwg" PREPARED BY MASTELLOR, MOLLER AND TAYLOR, INCORPORATED.
5. THE BEARINGS SHOWN HEREON ARE BASED UPON THE 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT AND PROJECTED IN THE FLORIDA STATE
PLANE COORDINATE SYSTEM, EASE ZONE. THIS SURVEY WAS TIED TO THE FLORIDA PERMANENT REFERENCE NETWORK (MAINTAINED BY THE FLORIDA
DEPARTMENT OF TRANSPORTATION'S SURVEY DEPARTMENT); DERIVING A GRID BEARING OF N00'40'04"E ALONG THE EAST LINE OF THE SOUTHWEST
ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SECTION 32, TOWNSHIP 31 SOUTH, RANGE 39 EAST, AS SHOWN HEREON.
6. THE NORTH 50 FEET OF THE SOUTHEAST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SECTION 32, TOWNSHIP 31 SOUTH, RANGE 39 EAST
AND THE SOUTH 50 FEET OF THE NORTHEAST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER SAID SECTION 32 WERE DESIGNATED AS SEBASTIAN
RIVER WATER CONTROL DISTRICT RIGHT OF WAY FOR THE SUB—LATERAL "R -13E" CANAL ON THE DATE OF JUNE 10, 1940, AS RECORDED IN DEED
BOOK 32, PAGE 177 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. THE PLAT OF DOUGLAS SUBDIVISION AS RECORDED ON THE
DATE OF OCTOBER 28, 1942, IN PLAT BOOK 2, PAGE 52 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA SHOWS LOTS 9 AND 10 OF
BLOCKS 2, 5 AND 8 AND THE SOUTH 25 FEET OF THE RIGHT OF WAY FOR 62nd AVENUE, 63rd AVENUE, 63rd COURT AND 64th AVENUE (ALL ROADS
ARE UNNAMED ON SAID PLAT) LYING IN THE THE NORTH 25 FEET OF THE SOUTH 50 FEET OF THE NORTHEAST ONE—QUARTER OF THE NORTHWEST
ONE—QUARTER OF SAID SECTION 32.
A SEARCH OF THE PUBLIC RECORDS INDICATES ALL OF THE LOTS ARE OWNED BY PRIVATE CITIZENS. THE SOUTH 25 FEET OF THE NORTHEAST
ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SAID SECTION 32 IS SHOWN AS 83rd STREET (UNNAMED ON SAID PLAT). THIS ROAD DOES
NOT EXIST IN THE FIELD, NOR IS THERE ANY INDICATION THAT THE ROAD EVER EXISTED OR WAS VACATED. BECAUSE PRIVATE CITIZENS HAVE
WARRANTY DEEDS FOR THE NORTH 25 FEET OF THE SOUTH 25 FEET AND THE CANAL RIGHT OF WAY WAS ACQUIRED BEFORE THE PLAT WAS
RECORDED, THE SIGNING SURVEYOR IS SHOWING ONLY THE SOUTH 25 FEET OF THE NORTHEAST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER
OF SAID SECTION 32, AS CANAL RIGHT OF WAY.
0 100 200
GRAPHIC SCALE
( IN FEET )
MATCHLINE
P.T.
0=30'34'53"
R=430.00'
L=229.51'
C.B.=Nl4*38'07"W
,n,=19'49'1 3"��
R=430.00'
L=148.75' P.11
0 =50'24'06"
R=370.00'
L=325.48'
C.B.=S24'32'43"E
RYALL DEVELOPMENT GROUP, L.L.C.
P.I.D. NO
R.C. 31-39-32-00000-3000-00010.0
O.R.B. 1929, PG 306
Ll. B.=N39 50 10 W �N
i�=49'49'07"
R=370.00'
L=321.72'
C.B.=Ng4'50' 13"W
� I —
RYALL DEVELOPMENT GROUP, L.L.C. w 3
INDIANRIVERCOLINTY
Deparm�entofPublic Works
Engineering Division
" aR 1801 27th ST, VERO BEACH, FL 32960
DRAWN BY:
D. SILON
P.I.D. NO W M
I
P.C.
31-39-32-00000-3000-00010.0 0 CN
APPROVED BY:
D. SCNRYVER
Lli
O.R.B. 1929, PG 306 Z 0 U
_
N 0
J V) ui
0 N1:
't
W \ W
.O I
589'55'33"E O
— N R/W LINE _ _
_
_ 232.16' -
N00'40'O4"E��
80.00
—
P.O.B.
— —
P.O.C.
PARCEL A
PARCEL 'A'
W R/W LINE
OF PROPOSE
SE COR OF THE SW 1/4
64th AVENUE
OF THE NW 1/4
OF SEC 32-31-39
0 =49'49'07"
R=430.00'
L=373.89'
C.B.=S24'50' 13"E
-PROPOSED
64th AVE
(60' WIDE R/W)
89'55'33"W 60.00'
81st STREET
PROPOSED (R/W VARIES)
THIS SKETCH AND DESCRIPTION IS NOT COMPLETE WITHOUT SHEETS 1 THROUGH 3 AS CREATED.
INDIANRIVERCOLINTY
Deparm�entofPublic Works
Engineering Division
" aR 1801 27th ST, VERO BEACH, FL 32960
DRAWN BY:
D. SILON
SECTION 32
SKETCH OF DESCRIPTION
for PROPOSED 64th AVENUE
RIGHT OF WAY
SHEET
2
�F3
TOWNSHIP 31 S.
APPROVED BY:
D. SCNRYVER
RANGE 39 E.
D 100 200
THIS SKETCH AND DESCRIPTION
Z :JI O.R.B. 413,
P.B. 2, PG 52
INDIAN RIVER COUNTY P.I.D.
NO
31-39-32-00000-3000-00002.0
O.R.B. 711, PG
956
SEE LI
GRAPHIC SCALE
I
D ETAI
L
( IN FEET ) A=15'44'12'_
----------
Lo
R=370.00 ----
�i
L=101.62'
P.T.
C.B.=N08'31 '04"E
RYALL DEVELOPMENT GROUP, L.L.C. A=15'43'50"
o cr
P.I.D. NO R=430.00'
P.R.C. N r-.
31-39-32-00000-3000-00010.0 _
815E
0) cc
O.R.B. 1929, PG 306 C.B.=N08'31
o a
N00'39'20"E
33.17' P C
N R W LINE _
w
~
S•R•W•C•D• N89'39'45"W
_
-E- SUB -LATERAL 60.00'
-I..r V)
_ _L _'R_ 13E" CANAL _
S R/W LINE P.Q.B.
_
N LINE OF THE SW 1/4
OF THE NW 1/4 PARCEL 'B'
OF SEC 32-31-39
p > n
p� N
to
o t3 O
w
w
I' of
w (0w 3
o C) O
RYALL DEVELOPMENT GROUP, L.L.C.
o L�.I_ o
P.I.D. NO
.4- U) 0�
O
31-39-32-00000-3000-00010.0
o j o
O.R.B. 1929, PG 306
Z O V)
P. P
LEGEND
C.B. = CHORD BEARING
COR = CORNER
L = ARC LENGTH
L.L.C. = LIMITED LIABILITY COMPANY
O.R.B. = OFFICIAL RECORD BOOK
P.B. = PIAT BOOK
P.C. = POINT OF CURVATURE
P.I.D. = PARCEL IDENTIFICATION PER PROPERTY
APPRAISER'S WEBSITE
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
P.R.C. = POINT OF REVERSE CURVE
64th 4ENUE
(EXISTING 60' R/W)
L~-30' R/W is I
P.B. 2, PG 52 I ® I
I E LINE OF �THE NW 1/4 OF THE NW 1%4 OF 7§0t32
S01 32=3� n- THE EXISTING W ; R/W LINE p
IwDOU G LAS UBDI�SION I
LW(BLOOCK- 8)
10 ; B
N00'39'20"EI- N�R/W LINE
50.00 _
75 CANAL R/W
--?-PILLI. B' — — (SEE NOTE No 6) — — -
SE COR OF THE NW l 4— S R/W LINE
OF THE NW 1/4 OF
SEC 32-31-39
�S89'39'45"E 60.00'
MATCHLINE
P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER
P.T. = POINT OF TANGENT
R = RADIUS
R/W = RIGHT OF WAY
SEC = SECTION -TOWNSHIP -RANGE
S.R.W.C.D. = SEBASTIAN RIVER WATER
CONTROL DISTRICT
Q = CENTRAL ANGLE
10 = INDICATES LOT NUMBER
CGV INVESTMENTS, L.L.C.
P.I.D. NO
31-39-32-00000-3000-00013.0
O.R.B. 2066, PG 651
ZI 30' R/W 30' R/W
THIS SKETCH AND DESCRIPTION
Z :JI O.R.B. 413,
P.B. 2, PG 52
j
N 3: P_
w
z
w��,IzW
DRAWN BY:
D. SIL ON
w
" 589'20'40"E
M
I
a — 30.00'
SHEET
?
OF 3
TOWNSHIP 31S
="
THIS SKETCH AND DESCRIPTION
NOT INCLUDED �I
Z: SN (
wo3
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w
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DRAWN BY:
D. SIL ON
SECTION 32
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SHEET
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TOWNSHIP 31S
Lo
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RANGE 39E.
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D ETAI L
(1 "=40')
THIS SKETCH AND DESCRIPTION
IS NOT COMPLETE WITHOUT SHEETS 1
THROUGH 3 AS CREATED.
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INDIANRIVER COUNTY
DepartmentofPub/ic Works
DRAWN BY:
D. SIL ON
SECTION 32
SKETCH OF DESCRIPTION
for PROPOSED 64th AVENUE
RIGHT OF WAY
SHEET
?
OF 3
TOWNSHIP 31S
Engineering Division
1801 27th ST, VERO BEACH, FL 32960
APPROVED BY:
D. SCHRYVER
RANGE 39E.
rEy
ROAD RIGHT-OF-WAY LEGAL DESCRIPTION
A 130.00 FOOT WIDE STRIP OF LAND FOR THE PROPOSED RIGHT OF WAY FOR 74th AVENUE; LYING IN SECTION 36,
TOWNSHIP 31, RANGE 38 EAST AND BEING A PORTION OF THE PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 1929,
PAGE 306, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SAID
SECTION 36; THENCE RUN N00'09'08"E, ALONG THE EAST LINE OF THE NORTHEAST ONE-QUARTER OF SAID SOUTHEAST
ONE-QUARTER, A DISTANCE OF 50.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF THE SEBASTIAN RIVER
WATER CONTROL DISTRICT LATERAL "R -14E" CANAL; THENCE DEPARTING THE EAST LINE OF THE NORTHEAST ONE-QUARTER
OF SAID SOUTHEAST ONE-QUARTER, RUN N89'48'47"W, ALONG SAID NORTH RIGHT OF WAY LINE A DISTANCE OF 1.40
FEET TO A POINT ON THE EAST LINE OF THE PROPOSED 74th AVENUE RIGHT OF WAY FOR A POINT OF BEGINNING;
THENCE CONTINUE N89'48'47"W, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 130.00 FEET TO A POINT ON
THE WEST LINE OF SAID PROPOSED RIGHT OF WAY; THENCE DEPARTING SAID NORTH RIGHT OF WAY LINE RUN
N00'16'16"E, ALONG SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 74.99 FEET TO THE POINT OF CURVATURE OF A
TANGENT CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 700.00 FEET AND A CHORD BEARING OF N12'05'34"W;
THENCE RUN NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 24'43'40", AN ARC DISTANCE OF
302.11 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
1,565.00 FEET AND A CHORD BEARING OF N20'01'14"W; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 8'52'21", AN ARC DISTANCE OF 242.35 FEET TO THE POINT OF COMPOUND CURVATURE
OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 830.00 FEET AND A CHORD BEARING OF N00'48'40"W; THENCE
RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29'32'46", A DISTANCE OF 428.01
FEET TO THE POINT OF TANGENT; THENCE RUN N13'57'43"E A DISTANCE OF 262.25 FEET, TO A POINT ON THE SOUTH
LINE OF THE NORTHEAST ONE-QUARTER OF SAID SECTION 36; THENCE CONTINUE N13'57'43"E A DISTANCE OF 204.25
FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,470.00
FEET AND A CHORD BEARING OF N11'00'13"E; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH
A CENTRAL ANGLE OF 5'55'00", A DISTANCE OF 151.80 FEET TO A POINT; THENCE DEPARTING SAID WEST RIGHT OF WAY
LINE RUN 581'57'17"E, RADIAL TO LAST DESCRIBED CURVE, A DISTANCE OF 130.00 FEET TO A NON -TANGENT CURVE
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 1,600.00 FEET AND A CHORD BEARING OF S11'00'13"W; THENCE
DEPARTING SAID RADIAL LINE, RUN ALONG THE EAST RIGHT OF WAY LINE OF SAID 74th AVENUE AND THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 5'55'00", A DISTANCE OF 165.22 FEET TO THE POINT OF TANGENT; THENCE RUN
S13'57'43"W A DISTANCE OF 172.11 FEET, TO A POINT ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER OF SAID
SECTION 36; THENCE CONTINUE S13'57'43"W A DISTANCE OF 294.40 FEET TO THE POINT OF CURVATURE OF CURVE
CONCAVE EASTERLY, HAVING A RADIUS OF 700.00 FEET AND A CHORD BEARING OF SOO'48'40"E; THENCE RUN ALONG
THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29'32'46", A DISTANCE OF 360.98 FEET TO A POINT OF
COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1,435.00 FEET AND A CHORD
BEARING OF 520'01'14"E; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08'52'21", A
DISTANCE OF 222.22 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A
RADIUS OF 830.00 FEET AND A CHORD BEARING OF S12'05'34"E; THENCE RUN ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 24'43'40", A DISTANCE OF 358.21 FEET TO THE POINT OF TANGENT; THENCE RUN
S00'16'16"W, A DISTANCE OF 74.80 FEET TO THE POINT OF BEGINNING.
CONTAINING: 4.94 ACRES (215,389 SQ FT), MORE OR LESS.
NOTES
1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND
MAPPER NAMED HEREON.
2. THIS SKETCH AND DESCRIPTION MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE STANDARDS OF PRACTICE AS ESTABLISHED IN CHAPTER
5J-17.051, FLORIDA ADMINISTRATIVE CODE.
3. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE POLICY.
4. THE PROPERTY, RIGHT OF WAY, SECTION AND QUARTER SECTIONS LINES SHOWN HERE ARE BASED UPON THE LINEWORK FROM TWO AUTOCAD FILES
ENTITLED "7677.dwg" AND "2110-base-23-0613.dwg" PREPARED BY MASTELLER, MOLLER AND TAYLOR, INCORPORATED.
5. THE BEARINGS SHOWN HEREON ARE BASED UPON THE 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT AND PROJECTED IN THE FLORIDA STATE
PLANE COORDINATE SYSTEM, EASE ZONE. THIS SURVEY WAS TIED TO THE FLORIDA PERMANENT REFERENCE NETWORK (MAINTAINED BY THE FLORIDA
DEPARTMENT OF TRANSPORTATION'S SURVEY DEPARTMENT); DERIVING A GRID BEARING OF NOO'09'08"E ALONG THE EAST LINE OF THE NORTHEAST
ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECTION 36, TOWNSHIP 31 SOUTH, RANGE 38 EAST, AS SHOWN HEREON.
wartil MOW
C.B. = CHORD BEARING
O.R.B.
= OFFICIAL RECORD BOOK
P.O.B.
= POINT OF BEGINNING
R/W = RIGHT OF WAY
COR = CORNER
P.C.
= POINT OF CURVATURE
P.O.C.
= POINT OF COMMENCEMENT
SEC = SECTION -TOWNSHIP
PP
APPROVED BY:
D. SCHRYVER
RANGE 3N E
-RANGE
L = ARC LENGTH
P.C.C.
= POINT OF COMPOUND CURVATURE
P.R.C.
= POINT OF REVERSE CURVE
S.R.W.C.D. = SEBASTIAN
L.L.C. = LIMITED LIABILITY COMPANY
P.I.D.
= PARCEL IDENTIFICATION PER PROPERTY
P.S.M.
= PROFESSIONAL SURVEYOR
RIVER WATER CONTROL
CERTIFICATION
APPRAISER'S WEBSITE
AND MAPPER
DISTRICT
P.T. =
POINT OF TANGENT
Q= CENTRAL ANGLE
SURVEYOR AND MAPPER IN
RESPONSIBLE
CHARGE
R = RADIUS
DAVID M. SILON, P.S.M.
FLORIDA REGISTRATION NO. LS 6139
INDIAN RIVER COUNTY SURVEYOR AND
DATE
MAPPER
THIS SKETCH AND DESCRIPTION IS NOT COMPLETE
WITHOUT BOTH SHEETS 1 AND 2 AS CREATED.
THIS IS NOT A BOUNDARY SURVEY
�
®
`<� �"
INDIA NRI VER COUNTY
Depa/ipent flcmng blcDiv Woks
EOgpBCl70zP D/V/S/O/7
1801 27th ST, VERO BEACH, FL 32960
DRAWN BY:
SILON
SECTION 36
SKETCH OF DESCRIPTION
for PROPOSED 74th AVENUE
RIGHT OF WAY
SHEET
1
/
of 2
TOWNSHIP 31 S.
PP
APPROVED BY:
D. SCHRYVER
RANGE 3N E
S81'57'17"E
E 130.00'
A=05"55'00"
R=1,470.00'
L=151.80'
C.B.=N11'00' 1 YE
RYALL
DEVELOPMENT
GROUP,
L.L.C.
P.I.D. No
31-38-36-00000-1000-00009.1
O.R.B.
1929,
PG 306
S LINE OF THE
zoo
N 13'57'43
204.25'
NE 1/4 OF
PROPOSED
�j
SEC 36-31-38
N13"57'43"E
262.25'
Z�=29'32'46"
R=830.00'
L=428.01'
C.B.=N00'48'40"W
P.T.
w
z
J
3
G
P.C.0
0=08'52'21 "
R=1,565.00'
L=242.35'
C.B.=N20'01' 14"W
0 =05"55'00"
R=1,600.00' 0 100 200
/ I L=165.23'
C.B.=S11'00'13"W
.
GRAPHIC SCALE
—513'57'43"W ( IN FEET)
172.11'
RYALL DEVELOPMENT
GROUP, L.L.C. P.I.D. No
31-38-36-00000-1000-00009.0
O.R.B. 1929, PG 306
,L=24'43'40"
R=700.00'
L=302.1 1'
C.B.=N12'05'34"W
N00' 16' 16"E P
74.99'
N R W LINE
_ 0 L S LINE OF THE NE 1/4_
O OF THE SE 1/4
U-) OF SEC 36-31-38
S R/W LINE
,ni =24"43'40"
R=830.00'
L=358.21'
C.B.=S12"05'3411E
00
I
WITHOUT BOTH SHEETS 1 AND 2 AS CREATED
M
a
IZ\ M
<« aP
wWi
F-
SECTION 36SHEET
L�=V
O F N
� N
zoo
E R/W LINE OF
Iw
PROPOSED
�j
74th AVENUE
P.O.B.
N89"48'47"W
0 Z� w
130.00'
I LINE
U) LLJz�
I o
0 =29'32'46"
w
Q
R=700.00'
\
0-
I L=360.97'
-c o w
000
C.B.=S00'48'40"E
Z��
to
z
- -
P. 0.
H W I
V/ 10
P.C.C.
0 UJ
W r w
OF SEC 36-31-38
J O
W
A =08'52'21"
R=1,435.00'
L=222.22'
I C.B.=S20'01'14"E
RYALL DEVELOPMENT
GROUP, L.L.C. P.I.D. No
31-38-36-00000-1000-00009.0
O.R.B. 1929, PG 306
,L=24'43'40"
R=700.00'
L=302.1 1'
C.B.=N12'05'34"W
N00' 16' 16"E P
74.99'
N R W LINE
_ 0 L S LINE OF THE NE 1/4_
O OF THE SE 1/4
U-) OF SEC 36-31-38
S R/W LINE
,ni =24"43'40"
R=830.00'
L=358.21'
C.B.=S12"05'3411E
D ETAI L
(1.,=20')
P.T.
r— S00' 16'1 6"W
74.80'
_ S.R.W.C.D. LATERAL _
%IL "R -14E" CANAL
THIS SKETCH AND DESCRIPTION
00
I
WITHOUT BOTH SHEETS 1 AND 2 AS CREATED
M
a
IZ\ M
<« aP
wWi
F-
SECTION 36SHEET
L�=V
O F N
zoo
E R/W LINE OF
Iw
PROPOSED
APPROVED BY:
D. SCHRYVER
74th AVENUE
P.O.B.
N89"48'47"W
N R/W
130.00'
I LINE
N89'48'47"W
I o
1.40'
o
0
w
co
0
,
to
z
- -
P. 0.
SE COR OF THE NE 1/4
OF THE SE 1/4
OF SEC 36-31-38
D ETAI L
(1.,=20')
P.T.
r— S00' 16'1 6"W
74.80'
_ S.R.W.C.D. LATERAL _
%IL "R -14E" CANAL
THIS SKETCH AND DESCRIPTION
IS NOT COMPLETE
I
WITHOUT BOTH SHEETS 1 AND 2 AS CREATED
<« aP
INDIAN RI VER COUNTY
DepartmentofPubh;c Works
DRAW" BY:
D. S/LON
SECTION 36SHEET
SKETCH OF DESCRIPTION
for PROPOSED 74th AVENUE
RIGHT OF WAY
j
of 2
TOWNSHIP 31 S.
Engineering Division
1801 27th ST, VERO BEACH. FL 32960
APPROVED BY:
D. SCHRYVER
RANGE 38E.
(EXHIBIT'!
LEGAL DESCRIPTION:
A PARCEL OF LAND FOR A PROPOSED FIRE STATION; LYING IN SECTION 32, TOWNSHIP 31 SOUTH, RANGE 39 EAST AND BEING A PORTION OF THE
PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 1929, PAGE 306, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SAID SECTION 32; THENCE RUN
N00'40'04"E, ALONG THE WEST LINE OF THE SOUTHEAST ONE—QUARTER OF SAID NORTHWEST ONE—QUARTER, A DISTANCE OF 80.00 FEET TO A POINT ON
THE NORTH RIGHT OF WAY LINE OF 81st STREET, AS DESCRIBED IN OFFICIAL RECORDS BOOK 3429, PAGE 2095, OF THE PUBLIC RECORDS OF INDIAN
RIVER COUNTY, FLORIDA; THENCE DEPARTING SAID WEST LINE RUN S89'55'33"E, ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 292.16 FEET
TO A POINT ON THE EAST LINE OF THE PROPOSED 64th AVENUE RIGHT OF WAY (60 FOOT WIDE); THENCE DEPARTING SAID EXISTING NORTH RIGHT OF
WAY LINE RUN N00'04'27"E, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 10.00 FEET TO A POINT ON THE PROPOSED NORTH RIGHT OF WAY
LINE OF 81st STREET, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF THE PROPOSED FIRE STATION, FOR A POINT OF BEGINNING; THENCE RUN
N00'04'27"E, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 163.90 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 430.00 FEET AND A CHORD BEARING OF N20'08'15"W; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 40'25'13", A DISTANCE OF 303.35 FEET TO A POINT ON THE NORTH LINE OF THE PROPOSED FIRE STATION;
THENCE DEPARTING SAID EAST RIGHT OF WAY LINE RUN S89'55'33"E, ALONG SAID NORTH LINE, A DISTANCE OF 478.52 FEET TO A POINT ON THE EAST
LINE OF THE WEST ONE—HALF OF THE SOUTHEAST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SAID SECTION 32; THENCE RUN S00'35'11"W,
ALONG SAID EAST LINE, A DISTANCE OF 442.73 FEET TO A POINT ON THE AFORESAID PROPOSED NORTH RIGHT OF WAY LINE OF 81st STREET; THENCE
RUN N89'55'33"W, ALONG SAID PROPOSED NORTH RIGHT OF WAY LINE, A DISTANCE OF 371.91 FEET TO THE POINT OF BEGINNING.
CONTAINING: 4.01 ACRES (174,560 SQUARE FEET), MORE OR LESS.
NOTES
1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON.
2. THIS SKETCH AND DESCRIPTION MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE STANDARDS OF PRACTICE AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE.
3. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE POLICY, THEREFORE THERE MAY EXIST EASEMENTS, RESERVATIONS, RESTRICTIONS AND/OR OTHER ENCUMBRANCES THAT
ARE NOT SHOWN HEREON.
4. THE PROPERTY, RIGHT OF WAY, SECTION AND QUARTER SECTIONS LINES SHOWN HERE ARE BASED UPON THE LINEWORK FROM TWO AUTOCAD FILES ENTITLED "7677.dwg" AND
"2110—base-23-0613.dwg" PREPARED BY MASTELLOR, MOLLER AND TAYLOR, INCORPORATED.
5. THE BEARINGS SHOWN HEREON ARE BASED UPON THE 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT AND PROJECTED IN THE FLORIDA STATE PLANE COORDINATE SYSTEM, EASE ZONE. THIS
SURVEY WAS TIED TO THE FLORIDA PERMANENT REFERENCE NETWORK (MAINTAINED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SURVEY DEPARTMENT); DERIVING A GRID BEARING OF
N00'40'04"E ALONG THE EAST LINE OF THE SOUTHWEST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SECTION 32, TOWNSHIP 31 SOUTH, RANGE 39 EAST, AS SHOWN HEREON.
ABBREVIATIONS & SYMBOLS
C.B. = CHORD BEARING O.R.B. = OFFICIAL RECORDS BOOK P.O.C. = POINT OF COMMENCEMENT R = RADIUS
COR = CORNER
P.C. = POINT OF CURVATURE
P.R.C. = POINT OF REVERSE CURVE
R/W = RIGHT OF WAY
L = ARC LENGTH
P.I.D. = PARCEL IDENTIFICATION PER PROPERTY
P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER SEC = SECTION—TOWNSHIP—RANGE
APPRAISER'S WEBSITE
L.L.C. = LIMITED LIABILITY COMPANY
P.T. = POINT OF TANGENT
P.O.B. = POINT OF BEGINNING
p = CENTRAL ANGLE
CERTIFICATION
1 = INDICATES JOINT OWNERSHIP
SURVEYOR AND MAPPER IN
RESPONSIBLE CHARGE
DAVID M. SILON P.S.M.
DATE
THIS IS NOT A BOUNDARY SURVEY
FLORIDA REGISTRATION No.
6139
NOT COMPLETE WITHOUT
SHEETS 1 & 2, AS CREATED
INDIAN RIVER ASSISTANT COUNTY SURVEYOR
INDIAN RIVER COUNTY ADMINISTRATION BUILDING
1801 27th STREET
a V�
INDIANRlVER COUNTY
DRAWN BY:
D. SIL ON
SECTION 32
SKETCH OF DESCRIPTION
for
SHEET
1
VERO BEACH, FL 32960
� � DepaimnentofPublic Works
TOWNSHIP 31S
APPROVED BY:
�y,oP Engineering Division
RANGE 399:
(772) 567-8000
D.SCHRYVER
PROPOSED FIRE STATION
EXISTING N R/W LINE
W S89'S5'33" E
3N toO O
(r M O 09
I
N O
O a] C7 O a0
m a: a 0
P.O.C.
SW COR OF THE SE 1/4
OF THE NW 1/4
OF SEC 32-31-39
RYALL DEVELOPMENT GROUP, L.L.C.
P.I.D. NO
31-39-32-00000-3000-00010.0
O.R.B. 1929, PG 306
jS89'55'33"E 478.52
=40'25' 13"
=430.00'
=303.35 03.35'
R=Ngn'nR'15"w
j PROPOSED j
FIRE STATION 04
RYALL DEVELOPMENT GROUP, L.L.C. J
P.I.D. NO
31-39-32-00000-3000-00010.0 M
O.R.B. 1929, PG 306 0
in
4.01 ACRES (174,560 SO FT),
MORE OR LESS
W
N cn
o P.O.B.
Z E R/W LINE OF PROPOSED /
64th AVENUE & SW COR OF PROPOS D R LINE/
THE PROPOSED FIRE STATION � N
N89'55'33"W 371.91'
292.16
\
EXISTING N R W LINE
I
O O
J o
J
F P.R.C.
\
0
o 0
w
M o
o
0 00�
0 O M n0.
I
F
P.R.C.
N LINE
�-z I
�Y
ooh
c� d
11,
d
iw o^
O
S LINE OF THE SE 1/4 OF THE NW 1/4
I ai
2'> N �
J M
2F
a 10
\
M
I
�
� M
M
I
I
�
N
M
I
1
of
PROPOSED
64th AVE
(60' WIDE R/W)
3 I
z
P.C.
=
~
1
RYALL DEVELOPMENT GROUP, L.L.C.
o
P.I.D. NO
v
31-39-32-00000-3000-00010.0
O.R.B. 1929, PG 306
Iw
w
W
z
z
I
I\
w 3
cr
LL!
O
I3
'q-. w
LiI
Z_
I
o0
J
3
I
\
EXISTING N R/W LINE
W S89'S5'33" E
3N toO O
(r M O 09
I
N O
O a] C7 O a0
m a: a 0
P.O.C.
SW COR OF THE SE 1/4
OF THE NW 1/4
OF SEC 32-31-39
RYALL DEVELOPMENT GROUP, L.L.C.
P.I.D. NO
31-39-32-00000-3000-00010.0
O.R.B. 1929, PG 306
jS89'55'33"E 478.52
=40'25' 13"
=430.00'
=303.35 03.35'
R=Ngn'nR'15"w
j PROPOSED j
FIRE STATION 04
RYALL DEVELOPMENT GROUP, L.L.C. J
P.I.D. NO
31-39-32-00000-3000-00010.0 M
O.R.B. 1929, PG 306 0
in
4.01 ACRES (174,560 SO FT),
MORE OR LESS
W
N cn
o P.O.B.
Z E R/W LINE OF PROPOSED /
64th AVENUE & SW COR OF PROPOS D R LINE/
THE PROPOSED FIRE STATION � N
N89'55'33"W 371.91'
292.16
\
EXISTING N R W LINE
81st STREET
w
M o
o
O
0
(R/W VARIES)
o
ai
O
uo
c� d
d
O
S LINE OF THE SE 1/4 OF THE NW 1/4
OF SEC 32-31-39
0 50 100
GRAPHIC SCALE
( IN FEET )
CGV INVESTMENTS, L.L.C.
P.I.D. NO
M 31-39-32-00000-3000-00013.0
w
O.R.B. 2066, PG 651
0
u-
0
z
W
S
W
En
CGV INVESTMENTS, L.L.C.
P.I.D. NO
31-39-32-00000-3000-00014.0
3 O.R.B. 2066, PG 651
2
0
w
z
w
N R/W LINE
wco
b ai c�
0
THIS IS NOT A BOUNDARY SURVEY
NOT COMPLETE WITHOUT SHEETS 1 & 2, AS CREATED
µ�vER DRAWN BY: SHEET
NDIAN RIVER COUNTY ADMINISTRATION BUILDING � jNDjq�rjl[[i�Yz C'O[f/�IT'J� SECTION .�2 SKETCH OF DESCRIPTION
1eo1 27tH STREET® DepartmentofPublic or
D.SIL ON TOWNSHIP 3JS. for 2
VERO BEACH, FL 32960 APPROVED BY:
(772) 567-8000 gmeering Division D.SCHRYVER RANGE 39E. PROPOSED FIRE STATION 2
�EXHIBIT.�"D"
LEGAL DESCRIPTION: RETENTION POND
A PARCEL OF LAND FOR A PROPOSED RETENTION POND; LYING IN SECTION 32, TOWNSHIP 31 SOUTH, RANGE 39
EAST AND BEING A PORTION OF THE PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 1929, PAGE 306, OF THE
PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF
SAID SECTION 32; THENCE RUN N00'32'54"E, ALONG THE WEST LINE OF THE SOUTHWEST ONE—QUARTER OF THE
NORTHWEST ONE—QUARTER OF SAID SECTION 32, A DISTANCE OF 121.13 FEET TO A POINT; THENCE DEPARTING
SAID WEST LINE RUN S89'27'06"E, A DISTANCE OF 135.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF
66th AVENUE PER OFFICIAL RECORDS BOOK 3429, PAGE 2095, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA, FOR A POINT OF BEGINNING; THENCE RUN N00'32'54"E, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE
OF 1,159.59 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF THE SEBASTIAN RIVER WATER CONTROL
DISTRICT'S SUB—LATERAL "R -13E CANAL" (100 FOOT WIDE CANAL RIGHT OF WAY); THENCE RUN S89'39'45"E, ALONG
SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 600.72 FEET; THENCE DEPARTING SAID SOUTH RIGHT OF WAY LINE
RUN S00'20'15"W, A DISTANCE OF 35.94 FEET TO THE POINT OF CURVATURE OF A NON—TANGENT CURVE CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 165.00 FEET AND A CHORD BEARING OF S49'55'45"E; THENCE RUN
SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 69'02'04", A DISTANCE OF 198.81
FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 465.00
FEET; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 68'24'50", A DISTANCE OF
555.23 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF
210.00 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 132'23'03", A
DISTANCE OF 485.21 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHERLY, HAVING A
RADIUS OF 215.00 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11'20'42",
A DISTANCE OF 42.57 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 65.00 FEET; THENCE RUN ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
68'02' 14", A DISTANCE OF 77.19 FEET TO THE POINT OF TANGENT; THENCE RUN S00'04'27"W, A DISTANCE OF
99.24 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF 81st STREET PER OFFICIAL RECORDS BOOK 3429,
PAGE 2095, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE RUN N89'55'33"W, ALONG SAID
NORTH RIGHT OF WAY LINE, A DISTANCE OF 722.68 FEET; THENCE RUN N39'09'01"W, A DISTANCE OF 51.65 FEET
TO THE POINT OF BEGINNING.
CONTAINING: 18.17 ACRES, MORE OR LESS.
NOTES
1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND
MAPPER NAMED HEREON.
2. THIS SKETCH AND DESCRIPTION MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE STANDARDS OF PRACTICE AS ESTABLISHED IN CHAPTER
5J-17.051, FLORIDA ADMINISTRATIVE CODE.
3. THIS SKETCH AND DESCRIPTION WAS PREPARED WITHOUT THE BENEFIT OF A TITLE POLICY, THEREFORE THERE MAY EXIST EASEMENTS, RESERVATIONS,
RESTRICTIONS AND/OR OTHER ENCUMBRANCES THAT ARE NOT SHOWN HEREON.
4. THE PROPOSED TOB OF BANK, RIGHT OF WAY, SECTION AND QUARTER SECTIONS LINES SHOWN HERE ARE BASED UPON THE LINEWORK FROM AN
AUTOCAD FILE ENTITLED "Lake 66G Parcel" PREPARED BY MASTELLER, MOLLER AND TAYLOR, INCORPORATED.
5. THE BEARINGS SHOWN HEREON ARE BASED UPON THE 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT AND PROJECTED IN THE FLORIDA STATE
PLANE COORDINATE SYSTEM, EASE ZONE. THIS SURVEY WAS TIED TO THE FLORIDA PERMANENT REFERENCE NETWORK (MAINTAINED BY THE FLORIDA
DEPARTMENT OF TRANSPORTATION'S SURVEY DEPARTMENT); DERIVING A GRID BEARING OF N00'32'54"E ALONG THE WEST LINE OF THE SOUTHWEST
ONE—QUARTER OF THE NORTHWEST ONE—QUARTER OF SECTION 32, TOWNSHIP 31 SOUTH, RANGE 39 EAST, AS SHOWN HEREON.
LEGEND
C.B. = CHORD BEARING
P.O.C. = POINT OF COMMENCEMENT Q= CENTRAL ANGLE
COR = CORNER
P.R.C. = POINT OF REVERSE CURVE
L= ARC LENGTH
P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER �� = INDICATES JOINT OWNERSHIP
L.L.C. = LIMITED LIABILITY COMPANY
P.T. = POINT OF TANGENT
O.R.B. = OFFICIAL RECORDS BOOK
R = RADIUS
M.M.T. = MASTELLER, MOLLER AND TAYLOR, INCORPORATED
R/W = RIGHT OF WAY
P.C.= POINT OF CURVATURE
SEC = SECTION—TOWNSHIP—RANGE
P.C.C. = POINT OF COMPOUND CURVATURE
S.R.W.C.D. = SEBASTIAN RIVER WATER CONTROL DISTRICT
P.I.D.= PARCEL IDENTIFICATION PER PROPERTY APPRAISER
T/B = TOP OF BANK
P.O.B. = POINT OF BEGINNING
CERTIFICATION
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE
DAVID M. SILON, P.S.M. DATE
FLORIDA REGISTRATION NO. LS 6139
INDIAN RIVER COUNTY SURVEYOR AND MAPPER
THIS
COMPLETE
THIS
SKETCH AND DESCRIPTION
WITHOUT SHEETS 1 AND 2
IS NOT A BOUNDARY
IS NOT
AS CREATED.
SURVEY
INDIANRIVERCOUNTY
DepartmentofPub/ic Works
Engineering Division
<ai 1801 27th ST, VERO BEACH, FL 32960
DRAWN BY:
D. SIL ON
SECTION 32s"EEr
SKETCH OF DESCRIPTION
for PROPOSED
RETENTION POND
I
of
TOWNSHIP 31 S.
APPROVED BY:
D SCHRYVER
RANGE 39E.
I
135.00'
O.R.B. 34291
PG 2095
3
RYALL DEVELOPMENT GROUP, L.L.C.
P.I.D. NO
31-39-32-00000-3000-00010.0
O.R.B. 1929, PG 306
N LINE OF THE SW 1/4
OF THE NW 1/4
OF SEC 32-31-39
N R/W LINE
_ S.R.W.C.D. _
z SUB -LATERAL "R -13E" CANAL
< S R/W LINE - -
S89'39
P.C.
0920'15"W j
94'
//////i
A=69'02'04 ;/
R=165.00'/
L=198.81 /
C.B.=S49 E/
jP������
PROPOSED T/B PER
M.M.T. BOUNDARY
SUEY RV(SEE NOTE 4)
A=68'24'50'
i R=465.00'
i L=555.23'/
!C.B.=Sl8'47'42"W
/PROPOSED/
RETENTION/
POND /
RYALL DEVELOPMENT GROUP, L.L.C.
P.I.D. NO
31-39-32-00000-3000-00011.0
O.R.B. 1929, PG 306 �5
PROPOSED T/B PER
M.M.T. BOUNDARY
SURVEY (SEE NOTE 4)
0=11'20'42"
P.O.B.
N39'09'01 "W R=215.00'
51.65' / L=42.57'
C.B.=S73'42'35"E
-) 1589'27'06"E N R/W LINE
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SW COR OF THE SW 1/4
OF THE NW 1/4 OF
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P.R.C.
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P.I.D. NO
31-39-32-00000-3000-00010.0
O.R.B. 1929, PG 306
I �
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A =132'23'03"
R=210.00'
L=485.21'
C.B.=S13' 1 1'24"E
s
A =68'02'14R=65.00'
L=77.19'
C.B.=S34'01'07"E
P.T.
S00'04'27"W
99.24'
80' R/W - - - - -
O.R.B. 3429,
PG 2095 S LINE OF THE SW 1/4 OF THE NW 1/4 OF SEC 32-31-39
81st STREET
(R/W VARIES)
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THIS
COMPLETE
THIS
SKETCH AND DESCRIPTION IS NOT
WITHOUT SHEETS 1 AND 2 AS CREATED.
IS NOT A BOUNDARY SURVEY
PIER
IOP
INDIANRIVER COUNTY
DeP"tmeatofRvb/ic Works
Engineering Division
1801 27th ST, VERO BEACH, FL 32960
DRAWN BY:
D. SIL ON
SECTION 3Z
SKETCH OF DESCRIPTION
for PROPOSED
RETENTION POND
SHEET
OE Z
TOWNSHIP 315.
APPROVED BY:
D. SCHRYVER
RANGE 39E.
Sketch and Legal Description for: �xHIBIT
INDIAN RIVER COUNTY }
Legal Description (Right of Way Acquisition)
Being a Parcel of Land lying in Section 32, Township 31 South, Range 39 East, Indian River County, Florida; Said Parcel also being a
portion of those Lands as described in Official Record Book 1929, Page 306, of the Public Records of Indian River County Florida, said
Parcel being more particularly described as Follows:
Commencing at the West One Quarter of said Section 32; Thence South 89°48'29" East, along the South line of the Northwest One
Quarter of said Section 32, a distance of 1992.32 feet to the Southeast corner of the Southwest One Quarter of the Southeast One
Quarter of the Northwest One Quarter of said Section 32; Thence departing said South line, North 00°42'09" East, along the East line of
said Southwest One Quarter of the Southeast One Quarter of the Northwest One Quarter of said Section 32, a distance of 80.00 feet to
the Point of Beginning of the following described parcel; Thence North 89°48'39" West, along a line (said line being 80.00 feet North
of, and parallel with, as measured at right angles to, the South line of the Northwest One Quarter of said Section 32) a distance of
1824.53 feet; Thence North 39°09'02" West, a distance of 51.66 feet; Thence North 00°32'54" East along a line (said line being 135.00
feet East of, and parallel with, as measured at right angles to, the West line of the Northwest One Quarter of said Section 32) a distance
pf 15.66 feet; Thence South 39°09'02" East, a distance of 58.98 feet; Thence South 89°48'39" East along a line (said line being 90.00
feet North of, and parallel with, as measured at right angles to, the South line of the Northwest One Quarter of said Section 32) a
distance of 1819.89 feet to a point in the East line of the Southwest One Quarter of the Southwest One Quarter of the Northwest One
Quarter of said Section 32, said point also being the Northwest corner of Official Record Book 3557 Page 839, of the Public Records of
Indian River County, Florida; Thence South 00°42'09" West, along said East line, a distance of 10.00 feet to the Point of Beginning.
Containing 18,775 Square Feet (0.43 Acres±)
Surveyor's Notes
1). This Sketch and Legal Description was prepared with the benefit of a Right of Way Map prepared by Kimley Horn & Assoc. for Indian
River County , Job No. 1505, Dated July 25, 2017. Together with the Last General Plat of the Lands of the Indian River Farms Company
Subdivision, Recorded in Plat Book 2, Page 25, Public Records of St. Lucie (now Indian River County), Florida.
2).This legal description shall not be valid unless:
(a) Provided in its entirety consisting of 2 sheets, with sheet 2 showing the
sketch of the description.
(b) Reproductions of the description and sketch are not valid unless signed and sealed with
an embossed surveyor's seal.
3). The bearings shown hereon are referenced to the West line of the Northwest One Quarter of Section 32 Township 31 South, Range 39
East, Said line bears North 00°32'54" East and all others are relative thereto.
Leaend and Abbreviations
I.R.F.W.C.D. = INDIAN RIVER FARMS
WATER CONTROL DISTRICT
O.R.B. = OFFICIAL RECORD BOOK
(P) = PLAT
PD = PLANNED DEVELOPMENT
PG. = PAGE
PBS = PLAT BOOK ST. LUCIE
SQ. FT. = SQUARE FEET
R/W = RIGHT-OF-WAY
(THIS IS NOT A SURVEY)
Certification
(NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER)
I HEREBY CERTIFY THAT THE SKETCH AND LEGAL DESCRIPTION OF THE PROPERTY
SHOWN AND DESCRIBED HEREON WAS COMPLETED UNDER MY DIRECTION AND SAID
SKETCH AND LEGAL IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND
BELIEF.
I FURTHER CERTIFY THAT THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF
PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA PROFESSIONAL BOARD OF
SURVEYORS AND MAPPERS IN CHAPTER 5J-17.052 FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027 FLORIDA STATE STATUTES.
DATE OF SIGNATURE
INDIAN RIVER COUNTY, FL
PUBLIC WORKS DEPT./ENGINEERING DIV
DATE: DRAWN BY:
4/28/2023 R. INGLETT
SCALE: APPROVED BY:
N/A D. SCHRYVER
SHEET: JOB NO:
1 OF 2 1505
DAVID W. SCHRYVER, P.S.M.
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERTIFICATE NO. 4863
Sketch and Legal Description
for:
INDIAN RIVER COUNTY
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Sketch and Legal Description for:
INDIAN RIV R COUNTY
31-39-32-00000-3000-00011.0
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NORTHWEST CORNER
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SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 32
SOUTHEAST CORNER OF THE SOUTHWEST
1/4 OF THE SOUTHEAST 1/4 OF THE
NORTHWEST 1/4 SECTION 32,
TOWNSHIP 31 SOUTH, RANGE 39 EAST
Point of
Commencement
WEST 1/4 CORNER OF SECTION 32,
TOWNSHIP 31 SOUTH, RANGE 39 EAST
I
I (THIS IS NOT A SURVEY)
AGENCY:
INDIAN RIVER COUNTY, FL
PUBLIC WORKS DEPT./ENGINEERING DIV
DATE: I DRAWN BY:
4/28/2023
SCALE:
N/A
SHEET:
2OF2
APPROVED BY:
•: •
R. INGLETT
D.SCHRYVER
1505
O.R.B. 3557,
PG. 839
Leaend and Abbreviations
I.R.F.W.C.D. = INDIAN RIVER FARMS
WATER CONTROL DISTRICT
O.R.B. = OFFICIAL RECORD BOOK
(P) = PLAT
PD = PLANNED DEVELOPMENT
PG. = PAGE
PB = PLAT BOOK
SQ. FT. = SQUARE FEET
RM/ = RIGHT-OF-WAY
Sketch and Legal Description
for:
INDIAN RIVER COUNTY
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