HomeMy WebLinkAbout566 Garrard Group/GPI Sanford I, LLC 1111 Celery Ave.Garrard Group
Prepared by: z 4ark Farel
Return to: City of Sanford, Utility Department,
-City Hall, PO. Box 1788
Sanford, Fl, 32772
MARYMNE NURSF, 91AWLE WLWfY
CLEM OF CIRCUIT COURT 11 WWTRULLER
1314 M473 P.qs 1318 - 1321; (4pgs)
CLERK'S # 2015054953
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RI::CIWPIM FO-11 31J, W L^
RI Cf.1R L:D I3Y J I*ekerrroth(a1I)
GRANT OF EXCLUSIVE CITY SERVICES EASEMENT (CORPORATE)
THIS INDENTURE, made this ,12th day of May 201.5_ -, between GPI Sanford 1, LLC whose address
is 1111 Celery Ave County of Seminole . _ and State of Florida party of the
first part, and the CTY OF SANFORD, FLORIDA, a municipal corporation, which is situated in the County of Seminole, the State of
Florida, party of the second part;
WITNESSETH, that party of the first part, for and in consideration of the sum of one dollar and other valuable consideration paid by party
of the second part, receipt whereof is hereby acknowledged, grants and conveys to party of the second part, its successors, assigns,
licensees, an exclusive perpetual easement, as described and illustrated below, which is to be under, upon, and across the
area of the property situated in or near the City of Sanford, Seminole County, Florida, more particularly
described as: (See Attached Exhibit "A" - Legal Description and Exhibit "B" - Drawing)
*Also known as 1111 Celery Ave , Sanford, Florida*
(Property Address or Development Tract)
(Seminole County Parcel No(s). )
31- 19 -31- 300 - 0050 -0000, 31- 19 -31- 300 - 0060 -0000, 31 -19 -31 -300- 0080 -0000
for city services, including but not limited to, city owned utilities, hereafter on said property, such easement to include the right of free
ingress and egress over and across said property for the purposes of constructing, installing, and maintaining said facilities.
` This Grant of Easement shall not be construed as a grant of right of way and is limited to a City Services Easement. The party of the first
part shall have the right to use the area subject to the easement granted hereby (the "Easement Areal% including without limitation for
parking areas, driveways, and landscaping, which are not inconsistent with the use of the Easement Area by the party of the second part for
the purposes granted hereby.
Provided, however, that the party of the first part shall not have the right to grant utility easements to other parties without the prior written
consent of the party of the second part. If the party of the second part disturbs any landscaping or improvements within the easement area,
the party of the second part shall restore such landscaping or improvements.
IN WITNES
(First Witness Si
Printed Name:
(Second Witne
Printed Name
, the parties of the first part hereunto set their hands and seals on the day and year first above written.
1D DELIVERED IN THE PRESENCE OF:
GRANTOR:
. ----- By:
Printed Name: on l°xaV'W-_ fL-
.. Title: fl�Ct Ct 0. _ ... ............
Signat e t
STATE OF 6� 0, COUNTY OF
This instrument was acknowled ed before me on the I V7
i w]
(Notarial Seal)
:4 -
x : M:
G
, �a.'R s. 2 '3.
®ate SLY _G '-0
tdjmincn'r'
Address: / g &o la.Je l (,�i2 �`t/G� J -5 vt e z Sao
day of
Public in
Printed Name
`,� O 15 by C_herl U' gra _ the
rqwn to me or who provided
the State of U— l6k,
EXHIBIT A
LEGAL DESCRIPTION
(SEE EXHIBIT B FOR SKETCH)
UTILITY EASEMENT LEGAL DESCRIPTION: A 17'X 17' UTILITY EASEMENT IN SECTION 31, TOWNSHIP 19
SOUTH, RANGE 31 EAST IN SEMINOLE COUNTY, FLORIDA AND MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF CELERY AVENUE (50'
R/W) AND THE WESTERLY RIGHT OF WAY LINE OF SOUTH MELLONVILLE AVENUE (60' R/W); THENCE
S89 °43'22 "W, ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 123.00' TO THE POINT OF
BEGINNING; THENCE, CONTINUE ALONG SAID SOUTH RIGHT OF WAY LINE, S89 °43'22 "W A DISTANCE
OF 17.00; THENCE DEPARTING SAID RIGHT OF WAY LINE, S00 °16'38 "E A DISTANCE OF 17.00; THENCE
N89 043'22 "E A DISTANCE OF 17.00; THENCE NOW 16'38"W A DISTANCE OF 17.00 FEET TO THE POINT OF
BEGINNING.
CERTIFIED TO:
CITY OF SANFORD, FLORIDA
JOB # 15 -041 1 ? a 1 P% I c..
A p ALL POINT3 SURVEYING 8 MAPPING, INC. NOT VALID VdW— 1E SIGNATURE AND THE ORIGINALRAI P S�(tL OF THE FLORIDA
LICENSED E�SIONAL VEYOR ER`M}AESPONSIBLE CHARGE:
1395 CROMEY RD NE T a
PALM BAY. FL 32905 D F K CEg77FIC74TE N0.1,S838d
(7M) 925-9212 Far(772)6734404 •
M Da..OAIPOsrtaSM.com ^.T=
L67700
LEGEND 8 ABBREVIATIONS
SURVEYOR'S NOTES:
AKA
= ALSO KNOWN AS
1) LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT OR HIS /HER AGENT.
SSSSL
BUILIDING SETBACK LINE BEARINGS
2 THE UNDERSIGNED SURVEYOR WAS NOT FURNISHED A TITLE COMMITMENT.
CB
= CATCH BASIN
THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS OR OTHER
CM
CMP
= CONCRETE MONUMENT
= CORRUGATED METAL PIPE
INSTRUMENTS THAT COULD AFFECT THE BOUNDARY AND /OR USES OF THIS
CO
CONC.
= CLEAN
= CONCRETE
PROPERTY.
D
= FROM DEED DESCRIPTION
3) TYPE OF SURVEY: SKETCH OF LEGAL DESCRIPTION. THIS IS NOT A
EL
DRAINAGE
= ELEVATIONEASEMENT
BOUNDARY SURVEY.
EP
= EDGE OF PAVEMENT
4) STATED LEGAL PURPOSE OF SURVEY HEREON: EASEMENT CREATION.
EW
FH
= EDGE OF WATER
= FIRE HYDRANT
5 ALL MEASUREMENTS HEREON ARE BASED ON U.S. STANDARD DECIMAL
)
FIR
FIR
= FOUND IRON PIPE
=FOUND IRON ROD
FEET.
FND
= FOUND
6) THIS SURVEY IS NOT INTENDED TO DETERMINE OR REFLECT OWNERSHIP.
IRC
= IRON ROD WITH CAP
7) ADJOINING LOTS SHOWN HAVE NOT BEEN SURVEYED.
M
m LIGHT POLE
8) THIS SURVEY IS NOT INTENDED TO LOCATE ANY SUB - SURFACE
NIO
= NAIL AND DISK
IMPROVEMENTS, UNDERGROUND FOUNDATIONS NOR SUBSURFACE
O
ORB
= OVERHEAD WIRE
= OFFICIAL RECORD BOOK
ENCROACHMENTS.
P
= FROM PLAT
9) BEARINGS ARE BASED UPON THE SOUTH R/W LINE OF CELERY AVENUE
PPCC
PLAT
POINT OF CURVATURE
ASSUMED AS BEING S89 '43'22W AND LABELED "BB'.
PCC
= POINT OF COMPOUND CURVE
10) UNLESS OTHERWISE NOTED, MEASURED BEARINGS AND DISTANCES ARE
PG
PI
= PAGE
= POINT OF INTERSECTION
EQUAL TO THOSE SHOWN ON THE PLAT.
�
= PPOOIINNT O BEGINNING
11) THIS SURVEY IS NOT INSURED FOR MULTIPLE USES. IT IS CERTIFIED AND
POC
= POINT OF COMMENCEMENT
INTENDED FOR THE SINGULAR USE(S) AND /OR PURPOSES LISTED IN ITEM #4
PRC
PT
POINT OF
= POINT OF TANGENCY
ABOVE ABOVE BY THOSE LISTED HEREON.
PU
= PUBLIC UTILITIES
12) THIS SURVEY MEETS OR EXCEEDS FLORIDA'S MINIMUM TECHNICAL
R
ROP
= FROM THE RECORD
= REINFORCEDCONCRETEPIPE
STANDARDS CONTAINED WITHIN SECTION 5J -17 F.A.C. FOR THE PURPOSES
ww =RIGHT OF WAY
SIR = SET IRON ROD WITH CAP L87780
FOR WHICH IT 1S INTENDED.
TOB
TOP OF SANK
F
13) IT IS THE INTENT OF ALL POINTS SURVEYING & MAPPING`�PNI;.m
UE
UP
uR
= UTILITY EASEMENT
= UTLITYPOLE
= UTILITY RISER
COPYRIGHT THIS SKETCH. NO PART OF THIS SKETCH MAY BE EIS 13w
VIA ANY MEDIUM WITHOUT THE EXPRESS WRITTEN t)NS IT.QlF; `
WM
WPP
= WATER METER
= WOOD POWER POLE
., . ,� • �^ ^
SURVEYING & MAPPING, INC. •, / '•
WV
= WATER VALVE
= RADIUS
,1
14) ADDITIONS OR DELETIONS TO THIS SURVEY WIT Z f MISSION Fkf,i
R
L
= ARCLENGTH
_
ALL POINTS SURVEYING & MAPPING, INC. IS PROAITEq BY LA _
v
= CENTRAL ANGLE
� "
¢
=CENTERLINE
C DATE:45l201
REVISIONS
JOB # 15 -041 1 ? a 1 P% I c..
A p ALL POINT3 SURVEYING 8 MAPPING, INC. NOT VALID VdW— 1E SIGNATURE AND THE ORIGINALRAI P S�(tL OF THE FLORIDA
LICENSED E�SIONAL VEYOR ER`M}AESPONSIBLE CHARGE:
1395 CROMEY RD NE T a
PALM BAY. FL 32905 D F K CEg77FIC74TE N0.1,S838d
(7M) 925-9212 Far(772)6734404 •
M Da..OAIPOsrtaSM.com ^.T=
L67700
EXHIBIT B:
SKETCH OF UTILITY EASEMENT:
CE MAVENUE
ry CERTIFIED TO:
4 Z'
4.
CITY OF SANFORD, FLORIDA
P.O.B.
17.,901
LEGEN & TBREVIATIONS
i rz AKA ALSO KNOWN AS
0
0 BB BASIS OF BEARINGS
B& BUILDING SETBACK LINE
0 Ulli E. CB CATCH BASIN
0 14 cm CONCRETE MONUMENT
�4 0 CUP = CORRUGATED METAL PIPE
—4. co CLEAN OUT
0) CONC. CONCRETE
03 q 0 FROM DEED DESCRIPTION
DE DRAINAGE EASEMENT
03
00 EL • ELEVATION
00 EP • EDGE OF PAVEMENT
EW • EDGE OF WATER
m
FH = FIRE HYDRANT
FIP • FOUND IRON PIPE
FIR FOUND IRON ROD
17.00 FNO a FOUND
GV m GATE VALVE
tRC RON ROO WITH CAP
N80043'22"E Up • LIGHT POLE
M a MEASURED
NID = NAIL AND DISK
DETAIL GHW • OVERHEAD WIRE
ORB OFFICIAL
SCALE 1"=10' p FROM RECORD BOOK PLAT
SURVEYOR'S NOTES: PIS PLAT BOOK
1) LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT OR HISIHER AGENT. PC • POINT OF CURVATURE
2) THE UNDERSIGNED SURVEYOR WAS NOT FURNISHED A TITLE COMMITMENT. THERE MAY BE RECORDED OR UNRECORDED DEEDS, PCC POINT OF COMPOUND CURVE
EASEMENTS OR OTHER INSTRUMENTS THAT COULD AFFECT THE BOUNDARY AND/OR USES OF THIS PROPERTY. PG PAGE
Pt • POINT OF INTERSECTION
3) TYPE OF SURVEY: SKETCH OF LEGAL DESCRIPTION. THIS IS NOT A BOUNDARY SURVEY. PL = PROPERTY LINE
4) STATED LEGAL PURPOSE OF SURVEY HEREON: EASEMENT CREATION. POO = POINT OF BEGINNING
6) ALL MEASUREMENTS HEREON ARE BASED ON U.S. STANDARD DECIMAL FEET. POC • POINT OF COMMENCEMENT
6) THIS SURVEY IS NOT INTENDED TO DETERMINE OR REFLECT OWNERSHIP. PRC • POINT OF REVERSE CURVE
7) ADJOINING LOTS SHOWN HAVE NOT BEEN SURVEYED. PT m POINT OF TANGENCY
8) THIS SURVEY IS NOT INTENDED TO LOCATE ANY SUB-SURFACE IMPROVEMENTS, UNDERGROUND FOUNDATIONS NOR SUBSURFACE PU = PUBLIC UTILITIES
ENCROACHMENTS. R m FROM THE RECORD
9) BEARINGS ARE BASED UPON THE SOUTH RAN LINE OF CELERY AVENUE ASSUMED AS BEING S89-4322 -W AND LABELED"Bil". RCP • REINFORCED CONCRETE PIPE
RIW RIGHT OF WAY
10) UNLESS OTHERWISE NOTED, MEASURED BEARINGS AND DISTANCES ARE EQUAL TO THOSE SHOWN ON THE PLAT. SIR - SET IRON ROD WITH CAP LB7780
11) THIS SURVEY IS NOT INSURED FOR MULTIPLE USES. IT IS CERTIFIED AND INTENDED FOR T}6sikbuL4R YSE(S) AND/OR PURPOSES Tos • TOP OF BANK
LISTED IN ITEM #4 ABOVE BY THOSE LISTED HEREON.
12) THIS SURVEY MEETS OR EXCEEDS FLORIDA'S MINIMUM TECHNICAL STANDARDS PONT D Wf;L J49";S UE UTILITY EASEMENT
A7 FAC, FOR THE Up = UTILITY POLE
UR UTILITY RISER
PURPOSES FOR WHICH IT IS INTENDED WM WATER METER
13) IT IS THE INTENT OF ALL POINTS SURVEYING & MAPPING, INC. TO COPYRIGHT i�IIS_%QET N I RMAY BE WPP VVK)OD POWER POLE
REPRODUCED VIA ANY MEDIUM WITHOUT THE EXPRESS WRITTEN CONSENT E ALO'uvsk q . INC. , WV WATER VALVE
14) ADDITIONS OR DELETIONS TO THIS SURVEY WITHOUT PERMISSION FRO LL TNT,$ EYING & MA fNC'fS_ PROHIBITED R RAMS
BY LAW. L ARC LENGTH
SEE EXHIBIT . A FOR LEG OPTIO(t CENTRALANGLE
- ." I TV 0- *1 CENTERLINE
C�H` W 'Tti
S Ag
U
SCALE: AS SHOWN o6�q�–%TE: f'qw1wo 450 REVISIONS
JOB # 15-041
TA I 'il.
A p ALL POINTS SURVMNG & MAPPING, INC. NOTVAUDt� TTHESIGNATURE OdSiOSEAT OF THE FLORIDA
S* UCENSE)t AND R
AL � THE RESPONSIBLE CHARGE:
v
1395 CROMEY RD NE CERTIFICATE PALM BAY, FL 32WS EFITY"Fl. CERITFICATE NO 1 S16364
(321)2lD.M5 F=(321)98"m
M
Dave@AIIPointsSm.corn
LB7780
C.2
MAU.SIUDW
Lj
LL
LOCUS MAP AND PARENT TRACT
SCALE 1"=40'
ry CERTIFIED TO:
4 Z'
4.
CITY OF SANFORD, FLORIDA
P.O.B.
17.,901
LEGEN & TBREVIATIONS
i rz AKA ALSO KNOWN AS
0
0 BB BASIS OF BEARINGS
B& BUILDING SETBACK LINE
0 Ulli E. CB CATCH BASIN
0 14 cm CONCRETE MONUMENT
�4 0 CUP = CORRUGATED METAL PIPE
—4. co CLEAN OUT
0) CONC. CONCRETE
03 q 0 FROM DEED DESCRIPTION
DE DRAINAGE EASEMENT
03
00 EL • ELEVATION
00 EP • EDGE OF PAVEMENT
EW • EDGE OF WATER
m
FH = FIRE HYDRANT
FIP • FOUND IRON PIPE
FIR FOUND IRON ROD
17.00 FNO a FOUND
GV m GATE VALVE
tRC RON ROO WITH CAP
N80043'22"E Up • LIGHT POLE
M a MEASURED
NID = NAIL AND DISK
DETAIL GHW • OVERHEAD WIRE
ORB OFFICIAL
SCALE 1"=10' p FROM RECORD BOOK PLAT
SURVEYOR'S NOTES: PIS PLAT BOOK
1) LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT OR HISIHER AGENT. PC • POINT OF CURVATURE
2) THE UNDERSIGNED SURVEYOR WAS NOT FURNISHED A TITLE COMMITMENT. THERE MAY BE RECORDED OR UNRECORDED DEEDS, PCC POINT OF COMPOUND CURVE
EASEMENTS OR OTHER INSTRUMENTS THAT COULD AFFECT THE BOUNDARY AND/OR USES OF THIS PROPERTY. PG PAGE
Pt • POINT OF INTERSECTION
3) TYPE OF SURVEY: SKETCH OF LEGAL DESCRIPTION. THIS IS NOT A BOUNDARY SURVEY. PL = PROPERTY LINE
4) STATED LEGAL PURPOSE OF SURVEY HEREON: EASEMENT CREATION. POO = POINT OF BEGINNING
6) ALL MEASUREMENTS HEREON ARE BASED ON U.S. STANDARD DECIMAL FEET. POC • POINT OF COMMENCEMENT
6) THIS SURVEY IS NOT INTENDED TO DETERMINE OR REFLECT OWNERSHIP. PRC • POINT OF REVERSE CURVE
7) ADJOINING LOTS SHOWN HAVE NOT BEEN SURVEYED. PT m POINT OF TANGENCY
8) THIS SURVEY IS NOT INTENDED TO LOCATE ANY SUB-SURFACE IMPROVEMENTS, UNDERGROUND FOUNDATIONS NOR SUBSURFACE PU = PUBLIC UTILITIES
ENCROACHMENTS. R m FROM THE RECORD
9) BEARINGS ARE BASED UPON THE SOUTH RAN LINE OF CELERY AVENUE ASSUMED AS BEING S89-4322 -W AND LABELED"Bil". RCP • REINFORCED CONCRETE PIPE
RIW RIGHT OF WAY
10) UNLESS OTHERWISE NOTED, MEASURED BEARINGS AND DISTANCES ARE EQUAL TO THOSE SHOWN ON THE PLAT. SIR - SET IRON ROD WITH CAP LB7780
11) THIS SURVEY IS NOT INSURED FOR MULTIPLE USES. IT IS CERTIFIED AND INTENDED FOR T}6sikbuL4R YSE(S) AND/OR PURPOSES Tos • TOP OF BANK
LISTED IN ITEM #4 ABOVE BY THOSE LISTED HEREON.
12) THIS SURVEY MEETS OR EXCEEDS FLORIDA'S MINIMUM TECHNICAL STANDARDS PONT D Wf;L J49";S UE UTILITY EASEMENT
A7 FAC, FOR THE Up = UTILITY POLE
UR UTILITY RISER
PURPOSES FOR WHICH IT IS INTENDED WM WATER METER
13) IT IS THE INTENT OF ALL POINTS SURVEYING & MAPPING, INC. TO COPYRIGHT i�IIS_%QET N I RMAY BE WPP VVK)OD POWER POLE
REPRODUCED VIA ANY MEDIUM WITHOUT THE EXPRESS WRITTEN CONSENT E ALO'uvsk q . INC. , WV WATER VALVE
14) ADDITIONS OR DELETIONS TO THIS SURVEY WITHOUT PERMISSION FRO LL TNT,$ EYING & MA fNC'fS_ PROHIBITED R RAMS
BY LAW. L ARC LENGTH
SEE EXHIBIT . A FOR LEG OPTIO(t CENTRALANGLE
- ." I TV 0- *1 CENTERLINE
C�H` W 'Tti
S Ag
U
SCALE: AS SHOWN o6�q�–%TE: f'qw1wo 450 REVISIONS
JOB # 15-041
TA I 'il.
A p ALL POINTS SURVMNG & MAPPING, INC. NOTVAUDt� TTHESIGNATURE OdSiOSEAT OF THE FLORIDA
S* UCENSE)t AND R
AL � THE RESPONSIBLE CHARGE:
v
1395 CROMEY RD NE CERTIFICATE PALM BAY, FL 32WS EFITY"Fl. CERITFICATE NO 1 S16364
(321)2lD.M5 F=(321)98"m
M
Dave@AIIPointsSm.corn
LB7780
C.2