HomeMy WebLinkAbout2025-061A TRUE COPY
CERTIFICATION ON LAST PAGE
L. BUTLER, CLERK
CONSENT TO LAND DEVELOPMENT AND USE OF REAL PROPERTY
THIS CONSENT TO LAND DEVELOPMENT AND USE OF REAL PROPERTY (the
"Consent") is entered into this —day of , 2025, by and between the City
of Fellsmere, Florida (the "City"), a municipal corporation validly formed and existing under the
laws of the State of Florida, and Indian River County, Florida, a political subdivision of the State
of Florida (the "Holder").
WITNESSETH
WHEREAS, the City plans to construct for the general public's use a twelve -foot -wide
stabilized sidewalk from Broadway to the western boundary of the St. Sebastian River Preserve
State Park, a distance of approximately 8,200 linear feet, on real property commonly referred to as
the "Rail Trail," which is more particularly described and depicted in the legal description and
sketch of the project area attached hereto as Exhibit "A" and by this reference made a part hereof
(the "Project Area"); and
WHEREAS, while the City is the fee -simple owner of the lands within the Project Area,
Holder maintains some reserved right, title, or interest in, on, under, or across such lands or in
lands immediately adjacent to the Project Area; and
WHEREAS, notwithstanding such right, title, or interest, Holder consents to the City's
land development activities and use of the Project Area as more particularly set forth in this
Consent.
NOW, THEREFORE, in consideration of the mutual covenants, terms and conditions,
the parties hereby promise and covenant on behalf of themselves, tenants in common, joint tenants,
and all heirs, assigns, successors in interest and legal representatives, as follows:
Recitals. The foregoing recitals are true and correct, and made a part hereof.
2. Irrevocable. The consent and approval given by Holder to the land development and
use of the lands within Project Area contemplated by this Consent are irrevocable.
3. Sovereign Immunity. Nothing contained in this Consent shall be construed as a waiver
or attempted waiver of immunity from, or limitation of, liability the City or the Holder
has under the Doctrine of Sovereign Immunity under the Florida Constitution and Florida
Statutes, including but not limited to, Section 768.28 Florida Statutes, as amended. In the
event any claim or lawsuit is brought against the City and/or the Holder, the City and/or
Holder shall not be liable to pay a claim or a judgment by any one person or entity or any
claim or judgment or portions thereof which when totaled with all other claims or
judgments paid arising out of the same incident or occurrence, which exceeds the amount
A TRUE COPY
CERTIFICATION ON LAST PAGE
RYAN L. BUTLER, CLERK
of liability as set forth in Section 768.28 Florida Statutes, provided that the payment of
said claim(s) shall be further limited to the actual amount of insurance proceeds paid
for such claim(s). Nothing in this Consent shall be construed as consent by the City
and/or the Holder to be sued by third parties in any matter whether arising out of this
Consent or anything else whatsoever.
4. Severability. If any term, condition, or provision in this Consent is found to be invalid,
unlawful or unenforceable to any extent, the parties shall endeavor in good faith to
agree to such amendments that will preserve, as far as possible, the intentions expressed
in this Consent. If the parties fail to agree on such an amendment, such invalid term,
condition or provision will be severed from the remaining terms, conditions and
provisions, which will continue to be valid and enforceable to the fullest extent
permitted by law.
5. Entire Agreement. This Consent (including the Exhibits and any addenda hereto signed
by all parties) contains the entire agreement of the parties with respect to the subject
matter of this Consent and supersedes all previous communications, representations,
understandings and agreements, either oral or written, between the parties with respect
to said subject matter.
6. Permitting. Nothing herein shall be interpreted or construed to exempt or absolve the
City or any other person or entity from the County's permitting requirements in
connection with the Project Area.
7. Legal Description. This Consent is not the County's verification of the accuracy of the
Project Area legal description.
IN WITNESS WHEREOF, the parties have executed this Consent on the date(s)
indicated below.
CITY OF FELLSMERE
Jessica Salgado, Mayor
INDIAN RIVER
Joseph E. Flescher, Chairman
ATTEST: Ryan Butler,
Clerk of COaj"-
and Comptroller
B61 y•
Deputy Clerk
• J`,;�y �ObIMJs3j�^
o . •�F9
• '-•YfR COIIN�:••'-
Approved as to form and legal sufficiency.
By:VALuI'I
nnifer . Shuler, County Attorney
a
J
V)
w
0
Z
a
a
0
0
Q_
TRUE COPY
f .IFICATION ON LAST PAGE
EXHIBIT A
BUTLER. CLERK
LEGAL DESCRIPTION
A PARCEL OF LAND LYING IN A PORTION OF THE "FELLSMERE RAILROAD" RIGHT OF WAY PARCEL
LYING AND SITUATED IN PART OF THE "PLAT OF FELLSMERE FARMS COMPANY'S SUBDIVISION OF
ALL UNSURVEYED PART OF TOWNSHIP 31 SOUTH OF RANGE 37 EAST IN ST. LUCIE COUNTY, STATE
OF FLORIDA", AS RECORDED IN PLAT BOOK 2, PAGES 1 AND 2, ST. LUCIE COUNTY, FLORIDA, (NOW
INDIAN RIVER COUNTY, FLORIDA) BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PARCEL 1
COMMENCING AT THE POINT OF INTERSECTION OF NORTHEAST CORNER OF TRACT 1447, OF SAID
PLAT OF FELLSMERE FARMS COMPANY'S SUBDIVISION, AND THE SOUTH RIGHT OF WAY LINE OF
SAID ABANDONED "FELLSMERE RAILROAD"; THENCE ALONG THE SOUTH RIGHT OF WAY LINE OF
SAID ABANDONED RAILROAD RIGHT OF WAY, SOUTH 87°21'13" EAST, A DISTANCE OF 87.70 FEET TO
A POINT; THENCE DEPARTING SAID SOUTH RIGHT OF WAY LINE, NORTH 02°38'47" EAST, A DISTANCE
OF 46.83 FEET TO THE POINT OF BEGINNING; THENCE NORTH 87°02'36" WEST, A DISTANCE OF 30.80
FEET; THENCE NORTH 87°21'13" WEST, A DISTANCE OF 3,057.38 FEET TO A POINT OF TANGENTIAL
CURVE, THENCE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE, CONCAVE TO THE
NORTHEAST, HAVING A RADIUS OF 412.00 FEET, A DISTANCE OF 16.47 FEET THROUGH A CENTRAL
ANGLE OF 02°17'26", WITH A CHORD BEARING NORTH 89°12'30" WEST AND A CHORD DISTANCE OF
16.47 FEET TO A TANGENT LINE; THENCE NORTH 85°03'47" WEST, A DISTANCE OF 133.89 FEET TO A
POINT OF TANGENTIAL CURVE, THENCE NORTHWESTERLY, ALONG THE ARC OF SAID CURVE,
CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 400.00 FEET, A DISTANCE OF 15.99 FEET
THROUGH A CENTRAL ANGLE OF 02°1726", WITH A CHORD BEARING NORTH 86°12130" WEST AND A
CHORD DISTANCE OF 15.99 FEET TO A TANGENT LINE; THENCE NORTH 87°21'13" WEST, A DISTANCE
OF 153.67 FEET TO A POINT ON THE EAST LINE OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK
3641, PAGE 1284, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA, SAID POINT ALSO BEING
POINT "A"; THENCE NORTH OW30'02" EAST, A DISTANCE OF 12.01 FEET; THENCE SOUTH 87°21'13"
EAST, A DISTANCE OF 153.88 FEET TO A POINT OF TANGENTIAL CURVE, THENCE SOUTHEASTERLY
ALONG THE ARC OF SAID CURVE, CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 412.00 FEET,
A DISTANCE OF 16.47 FEET THROUGH A CENTRAL ANGLE OF 02°1726", WITH A CHORD BEARING
SOUTH 86°12'30" EAST AND A CHORD DISTANCE OF 16.47 FEET TO A TANGENT LINE; THENCE SOUTH
85°03'47" EAST, A DISTANCE OF 133.89 FEET TO A POINT OF TANGENTIAL CURVE, THENCE
SOUTHEASTERLY ALONG THE ARC OF
LEGAL CONTINUES ON PAGE 2
NOTE: THIS IS NOT A SKETCH OF SURVEY, BUT ONLY A GRAPHIC DEPICTION OF THE DESCRIPTION
SHOWN HEREON. THERE HAS BEEN NO FIELD WORK, VIEWING OF SUBJECT PROPERTY OR
MONUMENTS SET IN CONNECTION WITH THE PREPARATION OF THE INFORMATION SHOWN HEREON.
NOTE: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND /OR EASEMENTS
OF RECORD
THOMAS P. KIERNAN
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA CERTIFICATE NO. 6199
CULPEPPER &
�`{ ® TERPENING INC
^ s 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
\ PHONE 772-464-3537 •FAX 772-464-9497 • www.ct-eng.com
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 4286
SIGNATURE DATE
Sheet 1 of 7
LEGAL DESCRIPTION
FELLSEMERE - RAILS TRAILS
DATE: 6-13-24 DRAWN LEH
SCALE: N/A I JOB No. 22-075
Q
J
V)
0
Z
Z
9
Q_
Ln
ON LAST
ON
EXHIBIT A R ANIL. BUTILLER, CLERK PAGE
LEGAL DESCRIPTION CONTINUED:
SAID CURVE, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 400.00 FEET, A DISTANCE OF
15.99 FEET THROUGH A CENTRAL ANGLE OF 02°17'26", WITH A CHORD BEARING SOUTH 86°12130"
EAST AND A CHORD DISTANCE OF 15.99 FEET TO A TANGENT LINE; THENCE SOUTH 87°21'13" EAST,
A DISTANCE OF 3,057.62 FEET; THENCE SOUTH 87°02'36" EAST, A DISTANCE OF 30.03 FEET; THENCE
SOUTH 01001'08" EAST, A DISTANCE OF 12.03 FEET TO THE POINT OF BEGINNING;
PARENT PARCEL LIES WITHIN ORB 3095, PAGE 1399
TOGETHER WITH,
PARCEL 2
COMMENCING AT SAID POINT "A"; THENCE DEPARTING SAID EAST LINE, NORTH 87°21'13" WEST, A
DISTANCE OF 100.07 FEET TO A POINT ON THE WEST LINE OF SAID LANDS DESCRIBED IN OFFICIAL
RECORDS BOOK 3641, PAGE 1284, SAID POINT BEING POINT "B"; THENCE ALONG SAID WEST LINE,
NORTH 00°30'02" EAST, A DISTANCE OF 12.01 FEET; THENCE DEPARTING SAID WEST LINE, SOUTH
87°21'13" EAST, A DISTANCE OF 100.07 FEET TO A POINT ON SAID EAST LINE; THENCE ALONG SAID
EAST LINE, SOUTH 00°30'02" WEST, A DISTANCE OF 12.01 FEET TO THE POINT OF BEGINNING;
PARENT PARCEL LIES WITHIN ORB 3641, PAGE 1284
TOGETHER WITH,
PARCEL 3
COMMENCING AT SAID POINT "B"; THENCE DEPARTING SAID WEST LINE, NORTH 87°21'13" WEST, A
DISTANCE OF 1,908.25 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF WILLOW STREET,
SAID POINT ALSO BEING POINT "C"; THENCE ALONG SAID EAST RIGHT OF WAY LINE NORTH 00°30'08"
EAST, A DISTANCE OF 12.01 FEET; THENCE DEPARTING SAID EAST RIGHT OF WAY LINE, SOUTH
87°21'13" EAST, A DISTANCE OF 640.18 FEET; THENCE NORTH 02°38'47" EAST, A DISTANCE OF 35.00
FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF SAID "FELLSMERE RAILROAD" RIGHT OF
WAY; THENCE ALONG SAID NORTH RIGHT OF WAY LINE, SOUTH 87°21'13" EAST, A DISTANCE OF 8.00
FEET; THENCE DEPARTING SAID NORTH RIGHT OF WAY LINE, SOUTH 02°38'47" WEST, A DISTANCE
OF 35.00 FEET; THENCE SOUTH 87°21'13" EAST, A DISTANCE OF 1,241.48 FEET; THENCE SOUTH
00°30'02" WEST, A DISTANCE OF 12.01 FEET TO THE POINT OF BEGINNING;
PARENT PARCEL LIES WITHIN ORB 3095, PAGE 1399
TOGETHER WITH,
PARCEL 4
COMMENCING AT SAID POINT "C"; THENCE DEPARTING SAID EAST RIGHT OF WAY LINE OF WILLOW
STREET, NORTH 87°21'13" WEST, A DISTANCE OF 60.04 FEET TO A POINT ON THE WEST RIGHT OF
WAY LINE OF SAID WILLOW STREET, ALSO BEING THE POINT OF BEGINNING; THENCE DEPARTING
SAID WEST RIGHT OF WAY LINE, NORTH 87°21'13" WEST, A DISTANCE OF 2,155.72 FEET TO A POINT
OF TANGENTIAL CURVE, THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, CONCAVE TO
THE SOUTHEAST, HAVING A RADIUS OF 400.00 FEET, A DISTANCE OF 28.50 FEET THROUGH A
CENTRAL ANGLE OF 04°04'55", WITH A CHORD BEARING NORTH 89°23'41" WEST AND A CHORD
DISTANCE OF 28.49 FEET TO A TANGENT LINE; THENCE SOUTH 88°33'52" WEST, A DISTANCE OF 62.91
LEGAL CONTINUES ON PAGE 3
CULPEPPER &
TERPENING INC
f; 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 4286
Sheet 2 of 7
LEGAL DESCRIPTION
FELLSEMERE - RAILS TRAILS
DATE: 6-13-24 1 DRAWN LEH
SCALE: N/A JJOB No. 22-075
CERTIFICATION ON LAST PAGE
EXHIBIT A RYAN L. BUTLER, CLERK
LEGAL DESCRIPTION CONTINUED:
FEET TO A POINT OF TANGENTIAL CURVE, THENCE NORTHWESTERLY ALONG THE ARC OF A SAID
CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 200.00 FEET, A DISTANCE OF 14.25
FEET THROUGH A CENTRAL ANGLE OF 04°04'55", WITH A CHORD BEARING NORTH 89°23141" WEST
AND A CHORD DISTANCE OF 14.25 FEET TO A TANGENT LINE; THENCE NORTH 87°21'13" WEST, A
DISTANCE OF 377.83 FEET; THENCE SOUTH 02°38'47" WEST, A DISTANCE OF 42.36 FEET TO A POINT
OF TANGENTIAL CURVE, THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, CONCAVE TO
THE NORTHEAST, HAVING A RADIUS OF 4.00 FEET, A DISTANCE OF 3.30 FEET THROUGH A CENTRAL
ANGLE OF 47°17'34", WITH A CHORD BEARING SOUTH 21'00'00" EAST AND A CHORD DISTANCE OF
3.21 FEET TO A TANGENT LINE; THENCE SOUTH 44°38'47" EAST, A DISTANCE OF 2.51 FEET TO A
POINT ON SAID SOUTH RIGHT OF WAY LINE OF "FELLSMERE RAILROAD" RIGHT OF WAY; THENCE
ALONG SAID SOUTH RIGHT OF WAY LINE, NORTH 87°21'13" WEST, A DISTANCE OF 7.99 FEET TO A
POINT OF NON-TANGENTIAL CURVE; THENCE DEPARTING SAID SOUTH RIGHT OF WAY LINE,
NORTHWESTERLY ALONG THE ARC OF SAID CURVE, CONCAVE TO THE NORTHEAST, HAVING A
RADIUS OF 10.00 FEET, A DISTANCE OF 4.83 FEET THROUGH A CENTRAL ANGLE OF 27°39'48", WITH A
CHORD BEARING NORTH 11 °11'08" WEST AND A CHORD DISTANCE OF 4.78 FEET TO A TANGENT LINE;
THENCE NORTH 02°38'47" EAST, A DISTANCE OF 42.36 FEET; THENCE NORTH 87°21'13" WEST, A
DISTANCE OF 24.89 FEET; THENCE NORTH 02°38'47" EAST, A DISTANCE OF 8.00 FEET; THENCE
SOUTH 87°21'13" EAST, A DISTANCE OF 403.99 FEET TO A POINT OF TANGENTIAL CURVE, THENCE
V) NORTHEASTERLY ALONG THE ARC OF SAID CURVE, CONCAVE TO THE NORTHWEST, HAVING A
W
o RADIUS OF 200.00 FEET, A DISTANCE OF 23.68 FEET THROUGH A CENTRAL ANGLE OF 06°46'5711, WITH
a A CHORD BEARING NORTH 89°1618" EAST AND A CHORD DISTANCE OF 23.66 FEET TO A TANGENT
<
a LINE; THENCE NORTH 85°51'50" EAST, A DISTANCE OF 49.12 FEET TO A TANGENTIAL CURVE, THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE, CONCAVE TO THE SOUTHEAST, HAVING A
m RADIUS OF 400.00 FEET A DISTANCE OF 47.35 FEET THROUGH A CENTRAL ANGLE OF 06°46'5711, WITH
A CHORD BEARING NORTH 89°1518" EAST AND A CHORD DISTANCE OF 47.32 FEET TO A TANGENT
N
LINE; THENCE SOUTH 87°21'13" EAST, A DISTANCE OF 2,145.83 FEET TO A POINT ON SAID WEST
RIGHT OF WAY LINE OF WILLOW STREET; THENCE ALONG SAID WEST RIGHT OF WAY LINE, SOUTH
00°30'08" WEST, A DISTANCE OF 12.01 FEET AND THE POINT OF BEGINNING.
PARENT PARCEL LIES WITHIN ORB 3095, PAGE 1399 AND DEDICATIONS PER ORB 2993, PAGE 304,
AND ORB 2993, PAGE 308
Y
N
E
d
0
N
L
TOTAL LANDS CONTAINING 2.2± ACRES, MORE OR LESS
CULPEPPER &
TERPENING INC
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
PHONE 772-464-3537 • FAX 772-464-9497 • wwwxt-eng.com
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO 4286
Sheet 3 of 7
LEGAL DESCRIPTION
FELLSEMERE - RAILS TRAILS
DATE: 6-13-24 DRAWN LEH
SCALE: N/A JJOB No. 22-075
Ln
U
EL
a
0
V)
0
z
a
z
z
0
m
ro
a
FL
Ll
EXHIBIT A
THIS IS NOT A SURVEY
EAST LINE OF LANDS
DESCRIBED IN OFFICIAL
RECORDS BOOK 3641,
A TRUE COPY
RTIFICATION ON LAST PAGE
BUTLER, CLERK
NE CORNER OF TRACT 1447
AND THE S. R/W LINE OF
ABANDONED FELLSMERE
RAILROAD
(%O z
z
w O U o
to
POB
(PARCEL
1)
'
PAGE 1284
PARCEL ID: 31370000001000000003.1
EAST LINE OF LANDS I
DESCRIBED IN OFFICIAL
OWNER: CITY OF FELLSEMERE
Q
NO°30'02"E 12.01'
PARCEL ID: 31370000001000000003.1
BOOK 3641,
PROPOSED
SO°30'02"W 12.01'
OWNER: CITY OF FELLSEMERE
W
S87°21'13"E 153.88'
C3 S85°0347"E
S1°01'08"E 12.03'
Z
PROPOSED PARCEL 1 - 0,94tACRES
133.89' C4
Fl—J
S87°02'36"E 30.03'
N87°21'13'W 153.67'
S87°21'13"E 3057.62'
=
U
C2 N85'O3'47"�l\/
PROPOSED PARCEL 1 - p.94. ACRES
~I
I
133.89' C1
N87°21'13"W 3057.38'
N87°02'36"W 30.80'
S87°21'13"E 100.07'
S87°21'13"E 1241.48' NO°30'02"E 12.01'
NO°30'02"E 12.01' I
N2°38'47"E 46.83' ---I
_Z
THE TOWN OF FELLSMERE PS 2, pG 1&2
Z_
J
PROPOSED PARCEL 3 - 0.53±ACRES • '02"W 12.01
87°21'13"E
I
N87°21'13"W 1908.25'
POC
87.70'
PARCEL ID: 31370000001000000003.1 POINT "B
OWNER: CITY
INTERSECTION OF THE
NE CORNER OF TRACT 1447
AND THE S. R/W LINE OF
ABANDONED FELLSMERE
RAILROAD
(%O z
z
w O U o
to
POB
(PARCEL
1)
'
WEST LINE OF LANDS
DESCRIBED IN OFFICIAL
EAST LINE OF LANDS I
DESCRIBED IN OFFICIAL
'RECORDS
BOOK 3641,
PROPOSED
RECORDS BOOK 3641,
PAGE 1284
PARCEL 2
'
PAGE 1284
0.031 ACRES
_
W
S87°21'13"E 100.07'
S87°21'13"E 1241.48' NO°30'02"E 12.01'
NO°30'02"E 12.01' I
Lu
_Z
SO°30'02"W 12.01'
Z_
J
PROPOSED PARCEL 3 - 0.53±ACRES • '02"W 12.01
S87°21'13"E 153.88'
N87°21'13"W 1908.25'
PARCEL ID: 31370000001000000003.1 POINT "B
OWNER: CITY
PROPOSED PARCEL 1 - 0. ACRES
N87'2 '13"W 153.67'
Q
OF FELLSEMERE POB N87°21'13"W
-6
F-
C
SOUTH RNV LINE— O� F FELLSMERE FARMS RAILRO� Ap PER PLAT OF THE TOWN
C
C
'
OF FELLSME EEPB 2)PG 1&2100.07'
PARCEL ID: 31370000001000000005.OJ POINT
OWNER: CITY OF FELLSEMERE "A"
'
POB
'
(PARCEL 2)
LEGEND NOTE: BEARINGS SHOWN HEREON
I
ORB
=OFFICIAL RECORDS BOOK ARE RELATIVE TO THE SOUTH LINE
GRAPHIC SCALE
PB
100
= PLAT BOOK OF FELLSMERE FARMS RAILROAD
0 50 100
PG
=PAGE PER PLAT BOOK 2, PAGE 1 & 2,
POC
= POINT OF COMMENCEMENT
m rmff 1
POB
= POINT OF BEGINNING HAVING A BEARING OF SOUTH
i inch - 100 s.
R/W
= RIGHT OF WAY 87°21'13° EAST
Sheet 4 of 7
u
CULPEPPER &
-
® TERPENING INC
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 4286
GRAPHICS
FELLSEMERE - RAILS TRAILS
DATE: 6-13-24 DRAWN LEH
SCALE: 1" = 100' IJOB No. 22-075
m
d
EL
EXHIBIT A A TRUE COPY
CERTIFICATION ON LAST PAGE
RYAN L. BUTLER, CLERK
THIS IS NOT A SURVEY
'
I
I
V
W i I
WI
Z
�
J
N87°21'13"W 1908.25'
PARCEL ID: 31370000001000000003.1
V
OWNER: CITY OF FELLSEMERE
—
�
�� I SOUTH RhV LINE OF FELLSMERE FARMS
Z POINT "C" RAILROAD PER PLAT OF THE TOWN
C~
' G
I
� I
F�
o C\i
V
—
S87°21'13"E 8 Op'
m
W
Z
J
_
I
S87°21'13"E 640.18' N2°38'47"E 35.00' TH RNV LINE OF FELLSMERE FARMS RAILROAD
S2°38'47"W 35.00' PER PLAT OF THE TOWN
Z
J
387°21'13"E 2145.83'
SO°30'08"W 12.01'
OF FELLSMERE PB 2, PG 182
PROPOSED PARCEL 3 - 0.53± ACRES S87°21 13"E 1241.48'
a
Li'
~
PROPOSED PARCEL4 - 0,70± ACRES
N87°21'13"W 1908.25'
U
Z
N87°21'13"W 2155.72'
PARCEL ID: 31370000001000000003.1
~
Q
_
OWNER: CITY OF FELLSEMERE
�
'
SOUTH R/W LINE OF FELLSMERE FARMS RAIL�Rpgp—p ER PLAT OF THE TOWN OF
=
I
I
(PARCEL 4)
FELLSMERE PE 2, PEtg2
I
'
I
I
V
S87°21'13"E 640.18'
WI
Z
�
J
N87°21'13"W 1908.25'
PARCEL ID: 31370000001000000003.1
V
OWNER: CITY OF FELLSEMERE
—
�
�� I SOUTH RhV LINE OF FELLSMERE FARMS
Z POINT "C" RAILROAD PER PLAT OF THE TOWN
C~
' G
i POC OF FELLSMERE PB 2, PG 1g2
F�
o C\i
—
m
�F
D
387°21'13"E 2145.83'
SO°30'08"W 12.01'
a
W
PROPOSED PARCEL4 - 0,70± ACRES
0-
Z
N87°21'13"W 2155.72'
J I
PARCEL ID: 31370000001000000003.1
POB
=
OWNER: CITY OF FELLSEMERE
(PARCEL 4)
—
LqW
QI
N87°21'13"W
'
6.oa'
v l
O
I
LEGEND
ORB = OFFICIAL RECORDS BOOK
PB = PLAT BOOK
PG = PAGE
POC = POINT OF COMMENCEMENT
POB = POINT OF BEGINNING
R/W = RIGHT OF WAY
I
NO°30'08"E 12.01' `
I
I
V
S87°21'13"E 640.18'
W
Z
PROPOSED PARCEL 3 - 0.53± ACRES
J
N87°21'13"W 1908.25'
PARCEL ID: 31370000001000000003.1
V
OWNER: CITY OF FELLSEMERE
—
�
�� I SOUTH RhV LINE OF FELLSMERE FARMS
Z POINT "C" RAILROAD PER PLAT OF THE TOWN
C~
' G
i POC OF FELLSMERE PB 2, PG 1g2
NOTE: BEARINGS SHOWN HEREON
ARE RELATIVE TO THE SOUTH LINE GRAPHIC SCALE
100 0 50 100
OF FELLSMERE FARMS RAILROAD
PER PLAT BOOK 2, PAGE 1 & 2,
HAVING A BEARING OF SOUTH i imb r> 01a
87°21'13" EAST Sheet 5 of 7
'M CULPEPPER &
r:
TERPENING INC
- 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 4286
GRAPHICS
FELLSEMERE - RAILS TRAILS
DATE: 6-13-24 1 DRAWN LEH
SCALE: 1" = 100' JJOB No. 22-075
m
A TRUE COPY
EXHIBIT A CERTIFICATION ON LAST PAGE
RYAN L. BUTLER, CLERK
THIS IS NOT A SURVEY
I
I II I
W I 35' WIDE R/W DEDICATION ' W
Z PER ORB 2993, PG 308 Z
2 S87°21'13"E 2145.83'
�' - — - - _ _ - ,PROPOSED PARCEL 4 - 0 70t ACRES
U
Q N87°21'13"Vy -2155.72' Q
— PARCEL ID: 31370000001000000003.1 I
OWNER: CITY OF FELLSEMERE
I SOUTH RNV LINE OF LLSMEIE FARMS 1
RAILROAD PER PLAT OF THE TOWN t
OF FELLSMERE PB 2, PG 1&2
I
I '
W— N2°38'47"E 8.00' N85°51'50"E 49.12' C10 ' W W
Z — �-- — — SR7°91'13"F Am 9a C9 Z
J J
= N87°21'13"W 24.89' S2°38'47"W 42.36 N87°21'13"W 377.83' _
N2°38'47"E 42.36' C7 L.±
— —
S44 384 2.51' PARCEL ID: 31370000001000000003.1 C6 C5
Q C8 �— — — OWNER: CITY OF FELLSEMERE S88°33'52"W 62.91' I Q
N87°21,13"W 7 99, SOUTH R A LINE OF FELLSMERE FARMS
g �S CAROLINA A VE RAILROAD PER PLAT OF THE TOWN
OF FELLSMERE PB 2, PG 1&2
N.
BROADWA- --]
PINE
ST. ST.
LEGEND NOTE: BEARINGS SHOWN HEREON
ARE RELATIVE TO THE SOUTH LINE GRAPHIC SCALE
ORB =OFFICIAL RECORDS BOOK 100 0 50 100
PB = PLAT BOOK OF FELLSMERE FARMS RAILROAD
PG = PAGE PER PLAT BOOK 2, PAGE 1 & 2,
POC = POINT OF COMMENCEMENT ( nt rear )
POB = POINT OF BEGINNING HAVING A BEARING OF SOUTH 1 imn - 100 K
R/W = RIGHT OF WAY 87°21'13" EAST Sheet 6 of 7
z� CULPEPPER &
=3s TERPENING INC
r 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 4286
GRAPHICS
FELLSEMERE - RAILS TRAILS
DATE: 6-13-24 1 DRAWN LEH
SCALE: 1" = 100' jJ08 No. 22-075
V)
z
0
9
z
a
x
zz
0
EXHIBIT A STATE OF FLORIDA
INDIA IVER COUNTY
THI IS O CERTIFY THAT T IS ISA TRUE AND CORRECT
C F THE ORIGINAL ON ILE IN IS OFFICE.
R AN L. C
THIS IS NOT A SURVEY BY
D.C.
DATE
Curve Table
Curve
Length
Radius
Delta
Chord
Chord
Length
C1
16.47
412.00
002'17'26"
N86'12'30"W
16.47
C2
15.99
400.00
002'17'26"
N86'12'30"W
15.99
C3
16.47
412.00
002'17'26"
S86'12'30"E
16.47
C4
15.99
400.00
002'17'26"
S86'12'30"E
15.99
C5
28.50
400.00
004'04'55"
N89'23'41 "W
28.49
C6
14.25
200.00
004'04'55"
N89'23'41"W
14.25
C7
3.30
4.00
047'17'34"
S21'00'00"E
3.21
C8
4.83
10.00
027'39'48"
N11'11'08"W
4.78
C9
23.68
200.00
006'46'57"
N89'15'18"E
23.66
C10
47.35
400.00
006'46'57"
N89'15'18"E
47.32
a!r
CULPEPPER &
TERPENING INC
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
..' PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com
STATE OF FLORIDA BOARD OF PROFESSIONAL
ENGINEERS AUTHORIZATION NO. 4286
Sheet 7 of 7
CURVE
TABLE
FELLSEMERE -
RAILS TRAILS
DATE: 6-13-24 1
DRAWN LEH
SCALE: 1" = 100' JJOB
No. 22-075