HomeMy WebLinkAbout06.e.07 GOE - Peters Creek Infrastructure Expansion Prepared under the direction of,
Record and return to:
Grady H.Williams,Jr.,Esq.
c/o Clay County Utility Authority
3176 Old Jennings Road
Middleburg,Florida 32068-3907
GRANT OF EASEMENT
Parcel No.: 18-06-26-015601-001-00;
and 38-06-26-016516-000-00
Project Name:Peters Creek
Inffrrasstructure Expansion
THIS INDENTURE(this"Easement Agreement"),made this 1*ddayof nor L ,AD.
2023 (the "Effective Date") BY AND BETWEEN GOVERNORS PARK PROPERTY HOLDINGS,
LLC, a Delaware limited liability company, having an address of c% BTI Partners 401 E. Las Olas
Boulevard,Suite 1870,Ft.Lauderdale,Florida 33301,hereinafter called GRANTOR,and CLAY COUNTY
UTILITY AUTHORITY,an independent special district and political subdivision of the State of Florida,
existing and created under Chapter 94-491,Laws of Florida,Special Acts of 1994,whose business address is
3176 Old Jennings Road,Middleburg,Florida 32068-3907,hereinafter called GRANTEE.
WITNESSETH:That GRANTOR,for and in consideration of the sum of Ten Dollars($10.00)and
other good and valuable consideration to them in hand paid by GRANTEE, the receipt whereof is hereby
acknowledged, has granted, bargained, sold and conveyed to file GRANTEE, its successors and assigns
forever,a non-exclusive right-of-way and easement with the right,privilege and authority to said GRANTEE,
its successors and assigns, to construct, remove, operate, lay, maintain, improve and/or repair associated
equipment for water,wastewater,and/or reclaimed water utilities(the"Utilities"),any or all,on,along,over,
through,across or under the land described on Exhibit"A"attached hereto situate in Clay County,Florida
(the "Property"), together with a non-exclusive temporary construction easement (the "Temporary
Construction Easement") to access the Property along, over, through, and across the land described on
Exhibit"B"attached hereto situate in such County(the"Temporary Construction Easement Area"),for
purposes of constructing the Utilities. The Temporary Construction Easement Area and the Property are
collectively,the"Easement Areas".
TOGETHER with the right of said GRANTEE,its successors and assigns,of ingress and egress,over
and across the Easement Areas,and for doing anything necessary or useful or convenient in connection with
installation,repair,and maintenance of the Utilities.GRANTOR does hereby warrant fee simple title to the
Easement Area,subject to the terms of this Easement Agreement and all conditions,restrictions,easements,
and other matters of record.
The Temporary Construction Easement shall automatically terminate and become null and void and
be of no further force and effect upon the earlier of(i)completion of construction of the Utilities,and(ii)48
months after the Effective Date. Without limitation of the automatic termination set forth in the preceding
sentence, within 15 days of written request by GRANTOR, GRANTEE shall execute and deliver to
GRANTOR a termination(in recordable form)of the Temporary Construction Easement.
16057163 v2
GRANTOR hereby reserves to itself,and its successors and assigns,all rights to use and develop the
Easement Areas in any manner not inconsistent with the easements granted hereby including, without
limitation, the right to construct, maintain, repair and use a roadway (the "Roadway") and other
improvements on, over, and across the Easement Areas and dedicate the Roadway to Clay County. This
Easement Agreement and GRANTEE's rights hereunder shall automatically be subject and subordinate to any
such dedication of the Roadway and the rights of the County. Without limitation of the foregoing,within 15
days of any written request by GRANTOR from time to time, GRANTEE shall execute and deliver to
GRANTOR any documents reasonably requested by GRANTOR to confirm such subordination and/or to
effectuate the dedication of the Roadway.
GRANTEE agrees, at its sole cost and expense, to repair any damage to the Easement Areas or
destruction of any improvements constructed or installed upon the Easement Areas resulting from
GRANTEE's or the GRANTEE Parties'(as defined below)activities or use and to restore the improvements,
including,without limitation,any pavement or landscaping,as near to the condition they were in prior to such
damage or destruction as reasonably possible. Upon completing construction of the Utilities, GRANTEE
shall remove all construction materials,debris,and trash from the Easement Areas.
GRANTEE agrees to obtain all necessary permits and approvals for its work and activities and shall
conduct all work and activities in compliance with all such permits and approvals and all applicable laws,
rules and regulations. GRANTEE shall not take any action which causes any violations of any environmental
or other laws, rules or regulations or any other recorded instruments with respect to the Easement Areas.
GRANTEE shall close any gates that are located within or across the Easement Areas promptly upon crossing
through such gates. GRANTEE shall carry insurance complying with the provisions of Exhibit C-1 attached
hereto,and shall contractually require all contractors,sub-contractors,employees or materialmen performing
work for GRANTEE in the Easement Areas to at all times maintain insurance in accordance with the
requirements set forth in Exhibit C-2 attached hereto.
GRANTOR makes no representations as to the present or future condition of the Easement Areas or
the nature or condition of,or traffic on, any roads or trails therein, and all entry by GRANTEE or any of its
contractors, sub-contractors, agents or their respective employees, agents, or invitees (collectively, the
"GRANTEE Parties")within the Easement Areas shall be at the sole risk of GRANTEE. GRANTOR shall
not be responsible for any injury or damage arising out such entry by any of the GRANTEE Parties and
GRANTEE releases GRANTOR from any and all claims or damage arising out of such entry. GRANTEE
shall take all steps needed to keep the Easement Areas free of liens arising from the activities of the
GRANTEE Parties.GRANTEE shall promptly obtain or bond the release of any such liens that may be filed.
To the extent permitted by law, but without waiving any sovereign immunity protection or other
limits on liability afforded to GRANTEE by law, GRANTEE shall, and shall contractually cause
GRANTEE's contractors,sub-contractors and agents(which contractual indemnity obligation shall,as to such
contractors and sub-contractors,and agents not be limited by sovereign immunity)to, indemnify and hold
harmless GRANTOR, and its successors and assigns, and their respective direct and indirect members,
affiliates, agents, employees, staff, contractors, subcontractors, officers, directors, and representatives
(together, "Indemnitees"), from and against any and all liability, loss or damage, whether monetary or
otherwise, including reasonable attorneys' fees and costs and all fees and costs of mediation or alternative
dispute resolution, as a result of any claims, liabilities, suits, liens, demands, costs, interest, expenses,
damages,penalties,fines,or judgments,against Indemnitees which arise out of any of the activities or use of
the Easement Areas by GRANTEE,the GRANTEE Parties,or their respective successors,assigns, agents,
employees,contractors,sub-contractors,officers,invitees,or representatives,including but not limited to loss
of life, injury to persons or damage to, or destruction or theft of,property.
All notices,requests,consents and other communications hereunder("Notices")shall be in writing
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16057163 v2
and shall be delivered, mailed by First Class Mail, postage prepaid, or overnight delivery service, to the
parties, as follows:
If to GRANTOR: Governors Park Property Holding,LLC
c/o BTI Partners
401 E.Las Olas Boulevard, Suite 1870,
Ft.Lauderdale,Florida 33301
Attn: Noah Breakstone
Copy to: Governors Park Property Holding,LLC
300 Atlantic Street, Suite 1110
Stamford,CT 06901
Attn: General Counsel
If to GRANTEE: Clay County Utility Authority
3176 Old Jennings Road
Middleburg,Florida 32068-3907
Except as otherwise provided herein,any Notice shall be deemed received only upon actual delivery
at the address set forth herein. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non-
business day,shall be deemed received on the next business day. Counsel for the parties may deliver Notice
on behalf of the parties. Any party or other person to whom Notices are to be sent or copied may notify the
other parties and addressees of any change in name or address to which Notices shall be sent by providing the
same on five(5)days' written notice to the parties and addressees set forth herein.
This Easement Agreement is solely for the benefit of the GRANTOR and GRANTEE,and no right
or cause of action shall accrue upon or by reason,to or for the benefit of any third party not a formal party to
this Easement Agreement.Nothing in this Easement Agreement expressed or implied is intended or shall be
construed to confer upon any person,corporation,or entity other than the GRANTOR and GRANTEE any
right,remedy,or claim under or by reason of this Easement Agreement or any of the provisions or conditions
of this Easement Agreement. Nothing contained in this Easement Agreement shall limit or impair the
GRANTOR's right to protect its rights from interference by a third party.
This Easement Agreement shall be construed,interpreted,and controlled according to the laws of the
State of Florida. GRANTOR and GRANTEE agree and consent to venue in Clay County, Florida, for the
resolution of any dispute,whether brought in or out of court, arising out of this Easement Agreement.
The invalidity or unenforceability of any one or more provisions or part of a provision of this
Easement Agreement shall not affect the validity or enforceability of the remaining provisions of this
Easement Agreement or any part of this Easement Agreement not held to be invalid or unenforceable.
This Easement Agreement shall be binding upon and inure to the benefit of the parties hereto and
their respective successors and assigns.
The execution of this Easement Agreement has been duly authorized by the appropriate body or
official of all parties hereto,each party has complied with all of the requirements of law,and each party has
full power and authority to comply with the terms and provisions of this instrument.
Amendments to and waivers of the provisions contained in this Easement Agreement may be made
only by an instrument in writing which is executed by both the GRANTOR and GRANTEE.
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16057163 v2
This instrument shall constitute the final and complete expression of the agreement between
GRANTOR and GRANTEE relating to the subject matter of this Easement Agreement.
No direct or indirect member, partner, shareholder, manager, trustee, trust beneficiary, director,
officer,manager, or employee of GRANTOR shall have any liability under this Agreement.
This Easement Agreement may be executed in counterparts, each of which shall constitute an
original,but all taken together shall constitute one and the same agreement.Signature and acknowledgment
pages, if any, may be detached from the counterparts and attached to a single copy of this document to
physically form one document.
IN WITNESS WHEREOF,the said GRANTOR has caused this instrument to be executed in its name
by its authorized officers and caused its Corporate Seal to be hereto affixed the day and year first above
written.
[Signatures Begin Next Page]
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16057163 v2
i ned andSealed in our Pres
ence: GOVERNORS PARK PROPERTY
HOLDINGS, LLC, a Delaware lim' ed liability
company
Witness:
Print Name: ,,
� ✓fir Na e: Jor n Socaransky
Title: Vice President
Witness:
Print Name: f/an O li'AI•er1
Witness: c/� G By: I
r-71-/\.
Print Name: f fo ha %?rZ Name:
Title: Mar ro off
Witness: tVl -/ Vice President and Secrets^
Print Name: pot ua 1 e
STATE OF CONNECTICUT
COUNTY OF FAIRFIELD
The foregoisg instrument wa acknowledged before me by mils of17PpVjical presence or❑online
notarization this /7 4*" day of (JChn ktpr , 2023, by _/v2 ciao Soc a/249,4N , as
uL�- AQgi Je.,Y of GOVERNORS PARK PROPERTY HOLDINGS,LLC,a Delaware li cited liability
company,who is d personally known to me or❑has produced
, as identification. -
4O1A
Print Name:
Notary Public in and for the
County and State Aforesaid
My Commission Expires:
NOREEN MARIE KEEGAN
Notary ipubfic,State of Connecticut
[Additional Notary on Following page] My�C@I euls3 Expires jak cry 31,2028 =
}I f. Z
5
16057163 v2
STATE OF CONNECTICUT
COUNTY OF FAIRFIELD
The foregoing instrument was cknowledged before me by means of physical presence or❑online
notarization this /f day of oe eke , 2023, by !}p eaest r , as
V r,cfi¢es icut of GOVERNORS PARK PROPERTY HOLDINGS,LLC,a Delaware limited liability
company,who is personally known to me or E has produced
as identification. /Ic 2 �a� f)
�L C,cvr -
Print Name:
Notary Public in and for the
County and State Aforesaid
My Commission Expires:
NOREEN MARIE KEEGAN
Notary Public,State of Connecticut v
My Commission Expires January 31,2028
/ T
/�/,S
„yst
6
16057163 v2
Signed and Sealed in our Presence: CLAY COUNTY UTILITY AUTHORITY,
an independent special district and political
subdivision of the Stat o orl" •.Witness: ,� By:
Print Name: Sandra M.Blknely." Na.•-:
(� t :r.>i.. 1tle!Jer-{,u D. 'I I.r `ston P.E..M.B.A.
Witness: . T -. I rg7
Print Name: Summer P. Bemdt Executive Director
STATE OF FLORIDA
COUNTY OF C L a'i
The foregoing instrument was acknowledged before me by means of E physical presence or❑online
notarization this (. 1+h day of E+r)'r€,c , 2023, by deftly p. h sitm4,R E.)$M as
Execu-ive tvecir of CLAY COUNTY UTILITY AUTHORITY, an independent special district and
political subdivision of the State of Florida,who is(personally known to me or E has produced
, as identification.
11 MP
11
71110 Ii17�
GM. Notary Public State of Florida Print Name: Summer '. :emu
� Summer P E Berndt Notary Public in and for the
My Commission GG 950878.
'*i,,,dr' Expires 01/26/2024 County and State Aforesaid
My Commission Expires:0I ialeVall
7
16057163 v2
Exhibit A
The Property
8
16057163 v2
Exhibit A MAP SHOWING SKETCH AND LEGAL DESCRIPTION OF
1 of 19 A PART OF SECTION 28,TOWNSHIP 6 SOUTH,RANGE 26 EAST
CLAY COUNTY,FLORIDA
A PART OF SECTION 28, TOWNSHIP 6 SOUTH, RANGE 26 EAST, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SECTION 28, TOWNSHIP 6 SOUTH, RANGE 26 EAST; THENCE NORTH 90 DEGREES 00 MINUTES 00
SECONDS EAST, 3186.52 FEET; THENCE NORTH 07 DEGREES 46 MINUTES 20 SECONDS EAST, 1470.63 FEET TO THE POINT OF BEGINNING.
FROM THE POINT OF BEGINNING THUS DESCRIBED THENCE THE FOLLOWING TEN (10) COURSES: COURSE NO. 1: THENCE NORTH 07 DEGREES 46
SECONDS 20 SECONDS EAST, 1797.93 FEET; COURSE NO.2: THENCE NORTH 21 DEGREES 32 MINUTES 21 SECONDS WEST, 32.01 FEET PROPOSED
LIMITS OF LIMITED ACCESS INTERCHANGE TO STATE ROAD 23; COURSE NO.3: THENCE ALONG SAID PROPOSED LIMITS OF LIMITED ACCESS
INTERCHANGE TO STATE ROAD 23, NORTH 68 DEGREES 27 MINUTES 39 SECONDS EAST, 20.00 FEET TO A POINT ON THE WESTERLY UNE OF A 30
FOOT BY 100 FOOT CLAY COUNTY AUTHORITY EASEMENT, AS RECORDED IN OFFICIAL RECORDS BOOK 4314, PAGES 590 THROUGH 594 OF THE CLAY
COUNTY PUBLIC RECORDS, FLORIDA;COURSE NO.4: THENCE SOUTH 21 DEGREES 32 SECONDS 21 SECONDS EAST, ALONG SAID WESTERLY LINE, 25.48
FEET TO THE SOUTHWEST CORNER OF SAID 30 FOOT BY 100 FOOT EASEMENT; COURSE NO.5: THENCE NORTH 68 DEGREES 27 SECONDS.39
SECONDS WEST, ALONG THE SOUTHERLY UNE OF SAID EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 4314, PAGES 590 THROUGH 594,A
DISTANCE OF 100.00 FEET TO THE SOUTHEAST CORNER OF SAID 30 FOOT BY 100 FOOT EASEMENT; COURSE NO.6: THENCE SOUTH 21 DEGREES 32
SECONDS 21 SECONDS EAST, DEPARTING SAID SOUTHERLY UNE, 38.50 FEET: COURSE NO.7: THENCE SOUTH 68 DEGREES 27 MINUTES 39 SECONDS
WEST, 88.60 FEET; COURSE NO.8 THENCE SOUTH 07 DEGREES 46 MINUTES 20 SECONDS WEST, 943.77 FEET TO THE NORTHWESTERLY CORNER OF
LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 3840, PAGE 83; COURSE NO.9 THENCE SOUTH 07 DEGREES 46 MINUTES 20 SECONDS WEST, ALONG
THE WESTERLY UNE OF SAID LANDS, 838.75 FEET TO THE SOUTHWESTERLY CORNER OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 3840, PAGE
83;COURSE NO.10: THENCE NORTH 90 DEGREES 00 SECONDS 00 SECONDS WEST, 50.46 FEET TO THE POINT OF BEGINNING.
THE LAND THUS DESCRIBED CONTAINS 2.16 ACRES, MORE OR LESS.
411RVlYOR'S NOTFS. r
1) THIS IS A SKETCH AND DOES NOT PURPORT TO BE A BOUNDARY SURVEY. 4 :_
2) BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY UNE OF SECTION 7,TOWNSHIP 6 SOUTH,RANGE ?-. a -N k,
26 EAST,HAVING AN ASSUMED BEARING OF SOUTH 8927'40'WEST. r^^ 4a 3)ALL DIMENSIONS SHOWN HEREON ARE IN FEET UNLESS OTHERWISE NOTED. .. '
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l
Surveyor's Certification: ?
I hereby certify that the survey shown hereon meets the standards of practice as set forth by the board L y"`
of professional surveyors and mappers and contained in chapter 5j-17 Florida administrabve code, - PROJECT
pursuant to chapter 472.027 Florida statutes and that sad survey is true and correct to the best of my I
knowledge and belief as surveyed under my direction. �`t I;- ,a 1 LOCATION
epre
Randy LTampons VICINITY MAP
Fond,Professional Surveyor and Mapper IPSMI NOT TO SCALE
No.6503
t�� e
I011y Index of Survey Sheets 6 Job No.:22-0082.000
D _ Tr-P I LEGAL DESCRIPTION(COVER SHEET) 4 Date:04126@023
2 SKETCH
8001 eelron Parkway,Sete - Sheet N0.
200,Jacksonville,FL 32256 2 1 OF
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No. Date ReNvm By
Exhibit A
2 of 19
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OFFICIAL RECORDS BOOK 4675
PAGE 1182
Line Table
Line # Length Direction
I
L1 32.01' N213221WL2 20.00' N682739EL3 25.48. S21'3221"E L4 100.00' N682739EL3 38.50' S21'3221"EL6 80.60' S682739W
L7 50.46' N90100'00'W
OFFICIAL RECORDS BOOK 4675
PAGE 1182
OFFICIAL RECORDS BOOK 3840
3PAGE 83
0NCO7. nGraphic Scale
1 "=200'
0' 100' 200' 400' 600' lCOc')
'
==-
%•I L7
POINT OF BEGINNING
50'UTILITY EASEMENT
N M
V
0 V.
O
O
CO
N 90°00'00"E_j _—_-. THIS SURVEY IS NOT
3168.92' l� VALID WITHOUT ALL
SHEETS
POINT OF COMMENCEMENT
SOUTHWEST CORNER OF SECTION 28, Sheet No.
TOWNSHIP 6 SOUTH,RANGE 26 EAST 2 OF 2
(BLMID:T065R26E400164)
Exhibit A MAP SHOWING SKETCH AND LEGAL DESCRIPTION OF
3 of 19 A PART OF SECTIONS 18&28,TOWNSHIP 6 SOUTH,RANGE 26 EAST
CLAY COUNTY,FLORIDA
A PART OF SECTIONS 18 & 28, TOWNSHIP 6 SOUTH, RANGE 26 EAST, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEASTERLY SECTION CORNER OF SECTION 7, TOWNSHIP 6 SOUTH, RANGE 26 EAST, THENCE SOUTH 89 DEGREES 07
MINUTES 32 SECONDS WEST, 2589.19 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 49 SECONDS EAST, 84.45 FEET TO A POINT ON THE
EASTERLY RIGHT-OF-WAY LINE OF SPRINGBANK ROAD (A 80 FOOT RIGHT-OF-WAY); THENCE CONTINUE SOUTH 00 DEGREES 09 MINUTES 49
SECONDS EAST, A DISTANCE OF 965.72 FEET TO THE POINT OF BEGINNING.
FROM THE POINT OF BEGINNING THUS DESCRIBED, THENCE THE FOLLOWING FORTY-FOUR (44) COURSES; COURSE NO.1 : THENCE NORTH 90
DEGREES 00 MINUTES 00 SECONDS EAST, DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE, 24.61 FEET TO A POINT OF CURVATURE; COURSE NO.2 :
THENCE RUN IN A SOUTHERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1957.16 FEET AN ARC
DISTANCE OF 1039.16 FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 30 DEGREES
57 SECONDS 40 SECONDS EAST, 1027.00 FEET; COURSE NO.3 : THENCE SOUTH 47 DEGREES 24 MINUTES 17 SECONDS EAST, 103.63 FEET; COURSE
NO.4 : THENCE SOUTH 50 DEGREES 28 MINUTES 44 SECONDS EAST, 90.85 FEET; COURSE NO.5 : THENCE SOUTH 50 DEGREES 17 MINUTES 07
SECONDS EAST, 1273.93 FEET TO A POINT OF CURVATURE; COURSE NO.6 : THENCE RUN IN A SOUTHERLY DIRECTION ALONG THE ARC OF A CURVE
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 4549.00 FEET AN ARC DISTANCE OF 2010.96 FEET TO A POINT OF TANGENCY, SAID ARC BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 37 DEGREES 37 SECONDS 16 SECONDS WEST, 1994.62 FEET; COURSE NO.7 : THENCE
SOUTH 24 DEGREES 57 MINUTES 24 SECONDS EAST, 1361.86 FEET TO A POINT OF CURVATURE; COURSE NO.8 : THENCE RUN IN A SOUTHERLY
DIRECTION ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 8392.00 FEET AN ARC DISTANCE OF 3996.36 FEET TO A
POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 38 DEGREES 35 MINUTES 57 SECONDS EAST,
3958.71 FEET; COURSE NO.9 : THENCE SOUTH 52 DEGREES 14 MINUTES 30 SECONDS EAST, 2130.27 FEET; COURSE NO.10 : THENCE RUN IN A
SOUTHERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 3465.00 FEET AN ARC DISTANCE OF 1971.63
FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 35 DEGREES 56 MINUTES 26
SECONDS EAST, 1945.14 FEET; COURSE NO.11 : THENCE SOUTH 19 DEGREES 50 MINUTES 48 SECONDS EAST, 553.57 FEET; COURSE NO.12 :
THENCE NORTH 70 DEGREES 16 MINUTES 20 SECONDS EAST, 158.02 FEET; COURSE NO.13 : THENCE SOUTH 19 DEGREES 38 MINUTES 17 SECONDS
EAST, 674.45 FEET; COURSE NO.14:THENCE SOUTH 64 DEGREES 38 MINUTES 17 SECONDS EAST, 56.08 FEET TO A POINT OF CURVATURE; COURSE
NO.15 : THENCE RUN IN A EASTERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 2386.00 FEET AN ARC
DISTANCE OF 376.81 FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 76 DEGREES
26 MINUTES 20 SECONDS EAST, 376.42 FEET; COURSE NO.16 : THENCE SOUTH 85 DEGREES 35 MINUTES 53 SECONDS EAST, 54.15 FEET TO A
POINT OF CURVATURE; COURSE NO.17 : THENCE RUN IN A EASTERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE SOUTHERLY, HAVING A
RADIUS OF 2376.66 FEET AN ARC DISTANCE OF 114.80 FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND
DISTANCE OF NORTH 83 DEGREES 37 MINUTES 08 SECONDS EAST, 114.78 FEET; COURSE NO.18: THENCE NORTH 85 DEGREES 03 MINUTES 28
SECONDS EAST, 397.17 FEET TO A POINT OF CURVATURE; COURSE NO.19 : THENCE RUN IN A EASTERLY DIRECTION ALONG THE ARC OF A CURVE •
CONCAVE NORTHERLY, HAVING A RADIUS OF 3829.84 FEET AN ARC DISTANCE OF 1101.91 FEET TO A POINT OF TANGENCY, SAID ARC BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 76 DEGREES 42 MINUTES 51 SECONDS EAST, 1098.11 FEET; COURSE NO.20 : THENCE
NORTH 68 DEGREES 27 MINUTES 39 SECONDS EAST, 294.48 FEET; COURSE NO. 21: THENCE SOUTH 21 DEGREES 32 MINUTES 21 SECONDS EAST,
14.89 FEET TO A POINT ON THE NORTHERLY LINE OF A 25 FOOT CLAY COUNTY UTILITY AUTHORITY EASEMENT; COURSE NO.22: THENCE SOUTH 68
DEGREES 27 MINUTES 39 SECONDS WEST, ALONG SAID NORTHERLY EASEMENT LINE, 110.36 FEET TO A POINT ON THE WESTERLY LINE OF SAID
EASEMENT; COURSE NO.23: THENCE SOUTH 21 DEGREES 32 MINUTES 21 SECONDS EAST, ALONG LAST SAID WESTERLY UNE, 35.11 FEET; COURSE
NO.24: THENCE SOUTH 68 DEGREES 27 MINUTES 39 SECONDS WEST, DEPARTING SAID WESTERLY LINE, 184.12 FEET TO A POINT OF CURVATURE;
COURSE NO.25 : THENCE RUN IN A WESTERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 3879.87 FEET
AN ARC DISTANCE OF 1116.35 FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 76
DEGREES 42 MINUTES 52 SECONDS WEST, 1112.50 FEET; COURSE NO.26 : THENCE SOUTH 85 DEGREES 03 MINUTES 28 SECONDS WEST, 397.22
FEET TO A POINT OF CURVATURE; COURSE NO.27 : THENCE RUN IN A WESTERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE SOUTHERLY,
HAVING A RADIUS OF 2325.70 FEET AN ARC DISTANCE OF 117.63 FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF SOUTH 83 DEGREES 33 MINUTES 11 SECONDS WEST, 117.62 FEET; COURSE NO.28 : THENCE NORTH 85 DEGREES 35
MINUTES 53 SECONDS WEST, 53.58 FEET TO A POINT OF CURVATURE; COURSE NO.29 : THENCE RUN IN A WESTERLY DIRECTION ALONG THE ARC
OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 2336.00 FEET AN ARC DISTANCE OF 382.89 FEET TO A POINT OF TANGENCY, SAID ARC
BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 76 DEGREES 07 MINUTES 26 SECONDS WEST, 382.46 FEET; COURSE NO.30 :
THENCE NORTH 64 DEGREES 38 MINUTES 17 SECONDS WEST, 96.84 FEET; COURSE NO.31 : THENCE NORTH 19 DEGREES 38 MINUTES 17 SECONDS
WEST, 665.08 FEET; COURSE NO.32 : THENCE SOUTH 70 DEGREES 16 MINUTES 20 SECONDS WEST, 137.92 FEET; COURSE NO.33 : THENCE NORTH
19 DEGREES 50 MINUTES 48 SECONDS WEST, 583.56 FEET TO A POINT OF CURVATURE; COURSE NO.34 : THENCE RUN IN A NORTHERLY DIRECTION
ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 3435.00 FEET AN ARC DISTANCE OF 1954.62 FEET TO A POINT OF
TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 35 DEGREES 56 MINUTES 25 SECONDS WEST, 1928.35
FEET; COURSE NO.35 : THENCE NORTH 52 DEGREES 14 MINUTES 30 SECONDS WEST, 2130.27 FEET TO A POINT OF CURVATURE; COURSE NO.36 :
THENCE RUN IN A NORTHERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 8422.00 FEET AN ARC
DISTANCE OF 4010.65 FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 38 DEGREES
35 MINUTES 57 SECONDS WEST, 3972.86 FEET TO A POINT OF TANGENCY; COURSE NO.37 : THENCE NORTH 24 DEGREES 57 MINUTES 24 SECONDS
WEST, 1361.86 FEET; COURSE NO.38 : THENCE RUN IN A NORTHERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY, HAVING
A RADIUS OF 4519.00 FEET AN ARC DISTANCE OF 1997.69 FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING
AND DISTANCE OF NORTH 37 DEGREES 37 MINUTES 16 SECONDS WEST, 1981.47 FEET; COURSE NO.39 : THENCE NORTH 50 DEGREES 17 MINUTES
07 SECONDS WEST, 1273.88 FEET; COURSE NO.40 : THENCE NORTH 50 DEGREES 28 MINUTES 44 SECONDS WEST, 91.61 FEET; COURSE NO.41 :
THENCE NORTH 47 DEGREES 24 MINUTES 17 SECONDS WEST, 104.75 FEET TO A POINT OF CURVATURE; COURSE NO.42 : THENCE RUN IN A
NORTHERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1987.16 FEET AN ARC DISTANCE OF 1032.67
FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 31 DEGREES 17 MINUTES 37
SECONDS WEST, 1021.09 FEET; COURSE NO.43 : THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, 1.95 FEET TO A POINT ON THE
EASTERLY RIGHT-OF-WAY LINE OF SPRINGBANK ROAD; COURSE NO.44 : THENCE NORTH 00 DEGREES 09 MINUTES 49 SECONDS WEST, ALONG SAID
EASTERLY LINE, 30.00 FEET TO THE POINT OF BEGINNING. THE LAND THUS DESCRIBED CONTAINS 13.60 ACRES, MORE OR LESS.
SURVEYOR'S NOTES f
1) THIS IS A SKETCH AND DOES NOT PURPORT TO BE A BOUNDARY SURVEY. Li
8 a,
2) BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY UNE OF SECTION 7,TOWNSHIP 6 SOUTH,RANGE
�26 EAST,HAVING AN ASSUMED BEARING OF SOUTH 8927'40'WEST. ROIECT - `
LOCATION
3)ALL DIMENSION SHOWN HEREON ARE IN FEET UNLESS OTHERHISE NOTED. .°
Surveyor's Certification:
x � ,f
I hereby certify that the survey shown hereon meets the standards of practice as set forth by the board A
of professional surveyors and mappers and contained in chapter 5j-17 Florida administrative code,pursuaM to chapter 472.027 Florida statutes and that said survey is[rue and correct to the hest of m
knowledge and belief as surveyed under my direction. sf Y
f:
Randy L TompkSurveyor
Bodaa Professional suneror and rapper Irony VICINITY MAP
Na.6503
gab NOT TO SCALE
110/0 Index of Survey Sheets Job No.:22-0082.000
D 1 LEGAL DESCRIPTION(COVER SHEET) 4 Date:04/26/2023
2-11 SKETCH
60016e1to8 Parkway,sure ' Sheet N0.
200,Jacksomnlle,R.32256 2
904-641-0123 1 OF 11
Www.ORMP.com
LBM 2648 No. nals Revision By
Exhibit A
4 of 19
POINT OF COMMENCEMENT
1 I SOUTHEAST CORNER OF SECTION 7,
I I I SOUTHERLY LINE OF SECTION 7, TOWNSHIP 6 SOUTH,RANGE 26 EAST
J I OVVNSHIP 6 SOUTH,RANGE 26 EAST
J I
STATE ROAD 16 WEST S89°07'32'W 2589.19'
(120 RIdi-IT-OF-WAY)Arn
/ G. SLY R/W LINE I
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Line # Length Direction
0 L1 24.61' N90'00'00"E
L2 103.63' S47'24'17''E
3'>- L3 90.85' S50'28'44"E
1
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') L28 104.75' N47'24'17 W
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L2G 1.95' N90'00'00"W
(.0 i
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ES t
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0 Curve # Length Radius Chord Direction
POINT OF BEGINNING
Y C2 1039.16' 1957.16' 530'57'40"E
VARIABLE WIDTH UTILITY EASEMENT
NO C42 1032.67' 1987.16' N31'17'37"W
2 L1 BEGINNING OF CURVE ,,
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L2 103.63' S47'24'17"E
Sb L3 90.85' S50'28'44"E
L4 '1273.93' S50'17'07"E
L26 1273.88' N50'17'07"W
L27 91.61' N50'28'441N
L28 104.75' N47'24'17"W
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' / @ O C4- \ C6 2010,96' 4549.00' S37'37.16"E
B C38 7997.69' 4519.00' N37'37'16"W
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� _L5 1361.86' S24'57'24"E
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C8 _3996.36' 8392.00' S38'35'57"E /r �IN
C36 4070.65' 8422.00' 1438'35'57"W ./
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Line # Length Direction
L6 2130.27' S52'14'30"'E
OFFICIAL RECORDS BOOK 4675 PAGE 1182 L24 2130.27' N52'14'30'W
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Line # Length Direction
L7 553.57' S19'50'48"E
L8 158.02' N70'16'20"E j/
L22 137.92' S70'16'20'W PC
L23 583.56' N19'50'48'W
/
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Curve # Length Radius Chord Direction //
C10 1971.63' 3465.00' 535'56'26"E /
C34 1954.62' 3435.00' 53556'25'W /",/
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12 of 19
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L8 158.02' N70'16"20"E
LE 674.45' S19'38'17"E
L10 56.08' S64'38'17"E
L11 54.15' S85'35'53"E
L12 397.17' N85'03'28"E
L18 397.22' S85'03'28"W
L19 53.58' N85'35'53'W
L20 96.84' N64'38'17"V/
L21 665.08' N19'38'17"W
L22 137.92' S70'16"20"W
Curve Table
Curve ff Length Radius Chord Direction
C15 376.81' 2386.00' N76'26'20"E
C17 114.80' 2376.66' N83'37'08"E
C27 117.63' 2325.70' S83'33'11'W
C29 382.89' 2336.00' S76'07'26'W
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Line # Length Direction
L13 294.48' N68'27'39"E
L14 14.89' S21'32'21"E
L13 110.36' 068'27'39"W
L16 35.11' S21'32'21"E
L17 184.12' S68'27'39'W
Curve Table
Curve # Length Radius Cho'rd Direction
C19 1101.91' 3829.84' N76'42'51"E
C25 1116.35' 3879.87' 576'42.52'W
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0' 100' 200' 400' 600' Sheet No.
__ 11 OF 11
Exhibit A A Clay County Utility Authority
14 of 19 3176 Old M Middleburg, Roadnings,FL 32068
904-272-5999
SKETCH & DESCRIPTION
FOR: 30.00' WIDE C.C.U.A. EASEMENT, ID. #2170
(SITUATED, N.SIDE OF S.R.23,CONTIGUOUS TO THE N. R/W LINE, BETWEEN
STA.832+08.98&860+50.00)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH,RANGE 26-EAST
SEE SHEET 4: SEE SHEET 4: SEE SHEET 3: SEE SHEET 2:
FOR DETAIL OF FOR DETAIL OF FOR DETAIL OF ESMT. FOR DETAIL OF THE
EXIST. C.C.U.A. U.E. WLY TERMINUS. CURVE-GEOMETRY& P.O.B. & E'LY
&EXIST. ALL TANGENTS. TERMINUS.
R.
CONSTRUCTION
M
ESMTS. z
` 5(D
a .z w6 ui
\� 01 .,wog a•o
ZWD
�` jz<0•8 u.I
PROPERTY OF:
GCSD,LLC&GCSE, LLC �I ,
(O.R.B.4219,PGS.301-309) _ I i
P.I.N.: 38-06-26-016516-000-00
r
ESTATE OF JUANITA F.HENRY
(O.R.B.2295,PGS. 1295-1296). •
LESS FDOT PARCEL 155(O.R.B. • a I
•.
4012, PGS. 1384-1387) •� i[� LL'
P.I.N.:38-06-26-016528-000-00T P T —�r/ /�'� i a°I
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APPROX.STA 838+57 I I //// / P.C. I
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,�� GRAPHIC SCALE
�
- 0 400 600 800
IIIIINIIMI
REVISION NOTES:
04-04-2023,REVISED BY X.F.A.TO INCREASE WIDTH OF
1"=400' ESMT TO 30'.
DRAWING DATE: 12-22-2022 NOTES BY SURVEYOR&MAPPER:
CCUA EASEMENT ID.: ESMT. ID. #2170 • THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF SEE SHEETS:
E—FILE: PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE #1 -4 FOR THE SKETCHES
M:\Survey—Mapping\•Sketch &Descriptions\FY CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS
2022-2023 S&D\SR-23 Perm 25 foot OTHERWISE SHOWN AND STATED HEREON. PERTAINING TO THE
ESMT_11-29-22\SR-23 Penn 25 foot • NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED DESCRIPTION HEREIN
ESML11-29-22.dwg SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER.
• THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A. SHOWN.
DRAWN BY: XFA ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS #5 FOR THE DESCRIPTION.
CHECKED BY: XFA CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A.
• ALL INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC #6 FOR ADDITIONAL NOTES.
SCALE 1• = 400' SHEET 1 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE.
Exhibit A 5 Clay County Utility Authority
15 of 19 3176 Old Jennings Road
Middleburg,FL 32068
904-272-5999
SKETCH & DESCRIPTION
FOR: 30.00' WIDE C.C.U.A. EASEMENT, ID. #2170
(SITUATED, N.SIDE OF S.R.23,CONTIGUOUS TO THE N. R/W LINE, BETWEEN
STA.832+08.98&860+50.00)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH, RANGE 26-EAST
ESTATE OF JUANITA F.HENRY I i
(O.R.B.2295, PGS. 1295-1296.LESS&EXCEPT FDOT PARCEL 155 I
(O.R.B.4012,PGS. 1384-1387) ,
P.I.N.:38-06-26-016528-000-00 '
\•
aii.,I
•
•
\ 1
I
\ EXISTING 25'WIDE UTILITY I
\ &ACCESS ESMT.GRANTED I
\ TO D.R.HORTON,INC.(O.R.B.4644,PGS.
/\. 1093-1100)
\\ ' MOST-S'LY BOUNDARY OF THE
ESTATE OF JUANITA F.HENRY I
\ '
\ P.I.OF MOST-S'LY BOUNDARY Ii Li
\ (JUANITA F.HENRY ESTATE)WITH
\ NWLY LINE OF 25'WIDE C.C.U.A. I
C96, \• ESMT(NWLY CORNER,C.C.U.A. i O }
Q�Cc A \.\ ESMT,ID.#2170). ALSO,S.W. %I^ Q
A C S Q \ CORNER,25'WIDE UTILITY& ',:,•,I Ni,
O O p� ACCESS EASEMENT,GRANTED TO i ^ > '
2� 4'O�6.•,,,,,F,QT \•\ D.R.HORTON,INC.(O.R.B.4644, • . O
6;0s00 410 O \ PGS.1093-1100) i. 155
2s�O•,p.,SC.c` \.\ . .G- PAR2 pGs• 2
/,II1� i.?! ey�!0
N 86'40'0%"E 82A4 'G(GR8 .1387) r CD
U 00 9•4 \•r __ _.._•_._._._._._._7/j.1_'P i LL O ili d �00 OS • , SE'LY CORNER, LU
U i 6 EXISTING 25'WIDE I U _a
ti —a- i 1 UTILITY&ACCESS
C1,- 4'3g�S)8, ! ° 3 46 ESMT.(O.R.B.4644,
0] 4�3•p OBO P.T. . 5 9 27 PGS.1093-1100) I Q p
6 r
o r; Cye N 6sg" � 6519 45 P.O.B. i
c.,0 �>>S„S7¢<F -- 5 P.I.OF MOST SLY BNDY.OF EST.OF c
I-v i ♦ JUANITA F.HENRY(O.R.B.2295,PGS. ' u
x u) - q if
1.5' 1295-1296)WITH N'LY R/W LINE,S.R.23. I 0
W W CNI OV 0 i ' P.C. OF S g\AO�' ALSO,MOST-WLY CORNER OF F.D.O.T. i W
\NE' Z
3g00'#211 w F
-,1 -'G••P,O99 UTPAILITY&ACCESS ESMT GRANTEDCEL 155.ALSO,SE'LY CORNER TO
I --I
J(*•��'M� Cl" F053 SC'�QGS'3o D.R.HORTON,INC.(O.R.B.4644,PGS.
GG' oFkANp2�9' 1093-1100).ALSO,NE'LY CORNER,25' Icl
•
OFRg' WIDE PERMANENT C.C.U.A.ESMT. J
O O� F.D.O.T.STA.832+08.98,162.00 RIGHT '
PPP�83 Xi6 -A=2177.42'
5� R=3'07' 4" �r
CHB=S66'53 42'U' vV
V40 C`1
E
GRAPHIC SCALE �.23 ----------> '
os•
0 100 150 200f� REVISION NOTES:
s\� 04-04-2023,REVISED BY X.F.A.TO
NM
1"=100'
INCREASE WIDTH OF ESMT TO 30'.
DRAWING DATE: 12-22-2022 NOTES BY SURVEYOR&MAPPER:
• CCUA EASEMENT ID.: ESMT. ID. #2170 • THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF SEE SHEETS:
E—FILE: PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE #1 -4 FOR THE SKETCHES
M:\Survey-Mapping\Sketch & Descriptions\FY CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS
2022-2023 S&D\SR-23 Perm 25 foot OTHERWISE SHOWN AND STATED HEREON. PERTAINING TO THE
ESMr_11-29-22\SR-23 Perm 25 foot • NOTVALIDWTHOUTTHESIGNATUREANDTHEORIGINALRAISED DESCRIPTION HEREIN
ESMT_11-29-22.dwg SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER.
• THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A. SHOWN.
DRAWN BY: XFA ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS #5 FOR THE DESCRIPTION.
CHECKED BY: XFA CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A.
• ALL INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC • #6 FOR ADDITIONAL NOTES.
SCALE: 1` = 100' SHEET 2 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE.
Exhibit A 6 Clay County Utility Authority
16 of 19 3176 Old Jennings Road
Middleburg,FL 32068
904-272-5999
SKETCH & DESCRIPTION
FOR: 30.00' WIDE C.C.U.A. EASEMENT, ID. #2170
(SITUATED,N.SIDE OF S.R.23,CONTIGUOUS TO THE N. R/W LINE, BETWEEN
STA.832+08.98&860+50.00)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH, RANGE 26-EAST
ESTATE OF JUANITA F.HENRY •' `._
1 (ORB.2295,PGS.1295-1296.LESS 8,EXCEPT FDOT . i•".�
PARCEL 155(ORB.4012,PGS.1384-1387) `�,i 61 kh
P.I.N.:38-06-26-016528-000-00 ,y6 6h1 O
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Q�' nj� �C\� r� rr r A=2177.42' \ - °\ /''
GGj \ P� �✓ • R=39838.00' `/
0 \ A=3'0754" \ Y '
Q Q�Q `� G CHB=S66'5342'W \ /' \
N. off'`1.'`� 0 4.5. � 4 / / \\ \
.AA\ • F�-° lam- �vP /•' \
9 OD Q' <,., ''5o \`�
l l�O . '� 0 A O
ri,
P�P / Ni 00 a
.° �.�. /,V /' m m
\ (9;0 rt"\
l236 P G ��v /�' op
��41 /,'
1�� p ' GRAPHIC SCALE:
7" 1�99 1"=250'
60r612 '/'' 0 100' 250' 500'
5 / REVISION NOTES: I I I
/-' 04-04-2023,REVISED BY X.F.A.TO INCREASE WIDTH OF l
ESMT TO 30'.
DRAWING DATE: 12-22-2022 NOTES BY SURVEYOR&MAPPER:
CCUA EASEMENT ID.: ESMT. ID. #2170 . THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF SEE SHEETS:
E-FILE: PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE #1 -4 FOR THE SKETCHES
M:\Survey-Mapping\Sketch&DescrIptlons\FY CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS
2022-2023 S&D\SR-23 Perm 25 foot OTHERWISE SHOWN AND STATED HEREON. PERTAINING TO THE
ESMi-11-29-22\5R-23 Perm 25 foot • NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED DESCRIPTION HEREIN
ESMT-11-29-22.dwg SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER.
• THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A. SHOWN.
DRAWN BY: XFA ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS #5 FOR THE DESCRIPTION.
CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A.
CHECKED BY: XFA
_ ALL INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC #6 FOR ADDITIONAL NOTES.
SCALE: 1• = 250' SHEET 3 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE.
Exhibit A toClay County Utility Authority
17 of 193176 Old Jennings Road
Middleburg,FL 32068
904-272-5999
SKETCH & DESCRIPTION
FOR: 30.00' WIDE C.C.U.A. EASEMENT, ID. #2170
(SITUATED,N.SIDE OF S.R.23,CONTIGUOUS TO THE N. R/W LINE, BETWEEN
STA.832+08.98&860+50.00)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH, RANGE 26-EAST
PROPERTY OF:
1 GCSD,LLC&GCSE,LLC
(AS RECORDED IN O.R.B.4219,PGS. A=2175.78'
301-309) R=39808.00'
P.I.N.:38-06-26 016516 000-00 i
d=3'07'54"
CHB=N66'5342 E
CH=2175.51'
EXIST.20'X 100'TEMPORARY C.C.U.A. P.C.
.0.8...171
CONSTRUCTION ESMT.(O.R.B.4314, _ !
PGS.590-594)(VALID ONLY UNTIL
MAY 15,2024) '� •
38 86' . A=2177.42'
i.
S' '3 i 2 - R=39838.00'
z 663?2j 2 9 P.T. e=3'0754"
c; F N 6� - - CHB=S66 53'42'W
w 112•`}3 ¢�a3. \ 1 29' CH=2177.15'
39 00 0 • - W 261
68 2. a . i.59 ego
w Nis' `ri'`� o - 5-862 OFSR•OF044
GG.
o ft 100.00 z\ „g o,,,O R•A ,,,P-3p9'
MOST-WLY CORNER,EXIST. _.#1950 _ 39' W 1 N0,l Svy Q\NO'
(INSTRUMENT#202 027267D,O.R.B. $ 68�' N ,astkU 1,3 GOV( �f
4314,PGS.590-594) 1-3
P`
3��GN" ���-VNl
/'- EXIST.
/'' 30'X 100'C.C.U.A.ESMT.,ID. o_ nn ��
�'- #2020027267#1950(INSTRUMENT
43R14 PGS. \ n
�j ``'' V
- - 590-594) `��• lV��
MOST-E'LY CORNER,EXIST.
30'X 100'C.C.U.A.ESMT.,ID.#1950
(INSTRUMENT#2020027267,O.R.B.4314,
PGS.590-594) ,/--
-e----
''EXIST. 1 '�
30'X 100'C.C.U.A.ESMT.,ID.
-
#1950(INSTRUMENT ,-
#2020027267,O.R.B.4314,PGS. ---
590-594)
EXIST.20'X 100'TEMPORARY C.C.U.A.
GRAPHIC SCALE ,--- CONSTRUCTION ESMT.
----- (O.R.B.4314,PGS.590-594)
0 100 150 200_..-
REVISION NOTES:
S'
1"=100' 04-04-2023,REVISED BY X.F.A.TO INCREASE WIDTH OF ESMT TO 30'.
DRAWING DATE: 12-22-2022 NOTES BY SURVEYOR&MAPPER:
CCUA EASEMENT ID.: ESMT. ID. #2170 • THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF SEE SHEETS:
E—FILE: PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE #1 -4 FOR THE SKETCHES
M:\Survey-Mapping\-Skatch &Descriptions\FY CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS
2022-2023 S&D\SR-23 Perm 25 foot OTHERWSESHOWN AND STATED HEREON. PERTAINING TO THE
ESMT_11-29-22\5R-23 Perm 25 foot • NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED DESCRIPTION HEREIN
ESMT_11-29-22.dwg SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER.
• THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A. SHOWN.
DRAWN BY: XFA ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS #5 FOR THE DESCRIPTION.
CHECKED BY: XFA CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A.
• ALL INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC #6 FOR ADDITIONAL NOTES.
SCALE 1• = 100' SHEET 4 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE.
ClayCountyUtilityAuthority
Exhibit A
3176 Old Jennings Road
18 of 19 Middleburg, FL 32068
904-272-5999
SKETCH & DESCRIPTION
FOR: 30.00' WIDE C.C.U.A. EASEMENT, ID. #2170
(SITUATED,N.SIDE OF S.R.23,CONTIGUOUS TO THE N. R/W LINE, BETWEEN
STA.832+08.98&860+50.00)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH, RANGE 26-EAST
LEGAL DESCRIPTION
30.00-FOOT-WIDE CLAY COUNTY UTILITY AUTHORITY EASEMENT,ID.#2170:
A STRIP OF LAND 30.00-FEET-WIDE,BEING A PORTION OF THE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4219,PAGES 301-309 OF THE PUBLIC
RECORDS OF CLAY COUNTY,FLORIDA,SAID DESCRIBED LANDS BEING COMPOSED OF A PORTION OF THE GEORGE I.F.CLARKE GRANT(CLARKE'S MILL GRANT),AS
SUBDIVIDED IN THE RE-SURVEY BY GOOLD T.BUTLER,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1,PAGES 31-36 OF THE PUBLIC RECORDS OF
SAID CLAY COUNTY,SAID LANDS BEING SITUATED IN SECTION 38,TOWNSHIP 6-SOUTH,RANGE 26-EAST,WITHIN SAID COUNTY;THE HEREIN DESCRIBED
30.00-FOOT-WIDE STRIP OF LAND BEING SITUATED CONTIGUOUS TO A PORTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO.23(A VARIABLE
WIDTH RIGHT-OF-WAY,AS PRESENTLY ESTABLISHED),SAID HEREIN DESCRIBED EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE POINT OF INTERSECTION OF THE MOST SOUTHERLY BOUNDARY OF THE ESTATE OF JUANITA F.HENRY(AS DESCRIBED AND RECORDED IN
OFFICIAL RECORDS BOOK 2295,PAGES 1295-1296 OF THE PUBLIC RECORDS OF SAID COUNTY)WITH THE AFOREMENTIONED NORTHERLY RIGHT-OF-WAY LINE OF
STATE ROAD NO.23,SAID POINT ALSO BEING THE MOST-WESTERLY CORNER OF THE FLORIDA DEPARTMENT OF TRANSPORTATION(F.D.O.T.)PARCEL 155(AS
DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4012,PAGES 1384-1387 OF THE PUBLIC RECORDS OF SAID COUNTY),SAID POINT BEING SITUATED AT
STATION 832+08.98,OFFSET 162.00'RIGHT,ACCORDING TO THE F.D.O.T.PHASE 4 ROADWAY CONSTRUCTION PLANS FOR SAID STATE ROAD NO.23,DATED 16
MARCH 2018,SHEET 125,SAID POINT OF INTERSECTION ALSO BEING THE SOUTHEASTERLY CORNER OF AN UTILITY AND ACCESS EASEMENT GRANTED TO D.R.
HORTON,INC.(AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4644,PAGES 1093-1100 OF THE PUBLIC RECORDS OF SAID COUNTY);THENCE,FROM
SAID POINT OF INTERSECTION AND ALONG SAID NORTHERLY RIGHT-OF-WAY LINE(SAID RIGHT-OF-WAY LINE ALSO BEING A SOUTHERLY BOUNDARY OF THE LANDS
DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4219,PAGES 301-309 OF THE PUBLIC RECORDS OF SAID COUNTY),PROCEED THE FOLLOWING THREE(3)
COURSES AND DISTANCES:(1)PROCEED SOUTH 65°19'45"WEST,FOR 273.46 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE
NORTHWESTERLY,SAID CURVE HAVING A RADIUS OF 39,838.00 FEET AND A CENTRAL ANGLE OF 3°07'54",SAID CURVE BEING SUBTENDED BY A LONG CHORD
WHICH BEARS SOUTH 66°53'42"WEST WITH A CHORD DISTANCE OF 2,177.15 FEET;(2)PROCEED IN A SOUTHWESTERLY DIRECTION ALONG THE ARC OF SAID
CURVE FOR 2,177.42 FEET TO A POINT OF TANGENCY WITH A LINE;(3)ALONG SAID TANGENT LINE,PROCEED SOUTH 68°27'39"WEST,FOR 281.29 FEET TO THE
MOST-EASTERLY CORNER OF EXISTING 30.00-FOOT-WIDE CLAY COUNTY UTILITY AUTHORITY(C.C.U.A.)EASEMENT#1950(AS DESCRIBED AND RECORDED IN
OFFICIAL RECORDS BOOK 4314,PAGES 590-594 OF THE PUBLIC RECORDS OF SAID COUNTY);THENCE, ALONG THE NORTHEASTERLY BOUNDARY THEREOF AND
DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE,PROCEED NORTH 21°32'21"WEST FOR 30.00 FEET;THENCE,ALONG THE NORTHWESTERLY BOUNDARY OF SAID
EXISTING C.C.U.A.EASEMENT,PROCEED SOUTH 68°27'39" WEST,FOR 100.00 FEET TO THE MOST-WESTERLY CORNER OF SAID EXISTING EASEMENT;THENCE,
PROCEED NORTH 21°32'21"WEST FOR 30.00 FEET;THENCE PROCEED NORTH 68°27'39"EAST FOR 112.43 FEET;THENCE PROCEED SOUTH 66°32'21"EAST FOR
42.43 FEET TO THE BEGINNING OF A LINE,SAID LINE BEING PARALLEL TO AND 30.00 FEET NORTHWESTERLY OF THE AFORESAID NORTHERLY RIGHT-OF-WAY LINE
OF STATE ROAD NO.23;THENCE,ALONG SAID PARALLEL LINE,PROCEED NORTH 68°27'39"EAST FOR 238.86 FEET TO THE POINT OF CURVATURE OF A CIRCULAR
CURVE CONCAVE NORTHWESTERLY,SAID CURVE BEING CONCENTRIC TO AND 30.00 FEET NORTHWESTERLY OF THE AFORESAID NORTHERLY RIGHT-OF-WAY LINE
OF STATE ROAD NO.23,SAID CURVE HAVING A RADIUS OF 39,808.00 FEET AND A CENTRAL ANGLE OF 3°07'54",SAID CURVE BEING SUBTENDED BY A LONG
CHORD WHICH BEARS NORTH 66°53'42"EAST WITH A CHORD DISTANCE OF 2,175.51 FEET;THENCE,IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID
CURVE,PROCEED FOR 2,175.78 FEET TO A POINT OF TANGENCY WITH A LINE,SAID TANGENT LINE BEING PARALLEL TO AND 30.00 FEET NORTHWESTERLY OF THE
AFORESAID NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO.23;THENCE,ALONG SAID TANGENT LINE,PROCEED NORTH 65°19'45"EAST FOR 196.67 FEET TO
A POINT OF INTERSECTION WITH THE AFORESAID MOST-SOUTHERLY BOUNDARY OF THE ESTATE OF JUANITA F.HENRY;THENCE ALONG SAID MOST-SOUTHERLY
BOUNDARY,PROCEED NORTH 86°40'08"EAST FOR 13.74 FEET TO THE SOUTHWESTERLY CORNER OF THE AFORESAID UTILITY AND ACCESS EASEMENT GRANTED
TO D.R.HORTON,INC.;THENCE,CONTINUING ALONG SAID MOST-SOUTHERLY BOUNDARY AND ALONG THE SOUTH LINE OF SAID UTILITY AND ACCESS EASEMENT,
PROCEED NORTH 86°40'08"EAST FOR 68.70 FEET TO THE AFORESAID POINT OF INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO.23
AND THE POINT OF BEGINNING.
THE HEREIN DECRIBED LANDS SITUATE,LYING AND BEING IN THE CITY OF GREEN COVE SPRINGS,CLAY COUNTY,FLORIDA,AND CONTAINING APPROXIMATELY
84,611 SQUARE FEET OR 1.942 ACRES;BEING SUBJECT TO AN EXISTING TRANSMISSION AND RIGHT-OF-WAY EASEMENT GRANTED TO THE CLAY ELECTRIC
COOPERATIVE,INC.(AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1375,PAGES 2334-2337 OF THE PUBLIC RECORDS OF SAID COUNTY),SAID
EASEMENT INTERSECTING THE HEREIN DESCRIBED C.C.U.A.EASEMENT APPROXIMATELY BETWEEN STATIONS 837+46,OFFSET 162.00'RIGHT AND 838+57,OFFSET
162.00'RIGHT.THE BEARING SYSTEM USED HEREIN IS BASED ON THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO.23,AS PER SAID F.D.O.T.PHASE 4
ROADWAY PLANS,DATED 16 MARCH 2018.
REVISION NOTES:
04-04-2023,REVISED BY X.F.A.TO INCREASE WIDTH OF ESMT TO 30'.
CCUA EASEMENT ID.: ESMT. ID. #2170 SEE SHEETS:
#1 -4 FOR THE SKETCHES
FILE`MA PERTAINING TO THE
M:\Survey—Mapping\� &SketehOeseriptiona\FY DATE:
2022-2023 S&D\SR-23 Perm 25 foot DESCRIPTION HEREIN — - -- - --
ESMr 11-29-22\SR-23 Perm 25 foot SIGNING FOR THE CLAY COUNTY UTILITY AUTHORITY:
ESMf_11-29-22.dwg SHOWN. XAVIER FRANK AGUIRRE,P.S.M.
#5 FOR THE DESCRIPTION. PROFESSIONAL SURVEYOR&MAPPER NO.LS6750
SCALE: N/A SHEET 5 OF 6 #6 FOR ADDITIONAL NOTES. REGISTRATION.STATE OF FLORIDA
Exhibit A Clay County Utility Authority
Old nings
19 of 19 3 M ddlleburg,, FL 32068d
904-272-5999
SKETCH & DESCRIPTION
FOR: 30.00' WIDE C.C.U.A. EASEMENT, ID. #2170
(SITUATED, N.SIDE OF S.R.23,CONTIGUOUS TO THE N. R/W LINE, BETWEEN
STA.832+08.98&860+50.00)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH, RANGE 26-EAST
•
ADDITIONAL NOTES BY SURVEYOR&
MAPPER:
1. THE PURPOSE OF THIS INSTRUMENT IS TO PROVIDE A SKETCH AND
LEGAL DESCRIPTION FOR A NEW C.C.U.A. EASEMENT, AND WAS
PREPARED FOR DESCRIPTIVE PURPOSES ONLY AND IS NOT A BOUNDARY
SURVEY.
2. THE BEARING SYSTEM USED HEREIN IS BASED ON THE NORTHERLY
RIGHT-OF-WAY LINE OF STATE ROAD No. 23, AS PER SAID FLORIDA
DEPARTMENT OF TRANSPORTATION ROADWAY PLANS FOR STATE ROAD
NO.23,PLANS DATED 16 MARCH 2018.
3. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED, BY OTHER
PARTIES, FROM THE ORIGINAL DRAWNG PRODUCED BY CCUA. THE
DRAWNG WAS INTENDED TO BE DISPLAYED AT THE SCALE SHOWN ON
THE SHEETS CONTAINING MAPS. PLEASE UTILIZE THE GRAPHIC SCALE
WHEN CONSIDERING DISTANCES.
4. THIS SKETCH AND LEGAL DESCRIPTION WERE PREPARED WITHOUT THE
BENEFIT OF AN ABSTRACT OF TITLE. THEREFORE, THERE MAY BE
ADDITIONAL EASEMENTS, COVENANTS, AND RESTRICTIONS OR OTHER
MATTERS OF PUBLIC RECORD, THAT MAY OR MAY NOT AFFECT THIS
PARCEL OF LAND.SUCH ENCUMBRANCES MAY BE FOUND THROUGH A
THOROUGH REVIEW OF THE PUBLIC RECORDS OF CLAY COUNTY,AND
THE STATE OF FLORIDA.
LEGEND (CURVE TERMINOLOGY):
A ARC LENTGH
CHB CHORD BEARING
CH or CHL CHORD LENGTH
D OR A CENTRAL ANGLE OF CURVE
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PNT POINT OF NON-TANGENCY
PT POINT OF TANGENCY
R .RADIUS OF CURVE
LEGEND (OF LINETYPES&UNCOMMON ABREVIATIONS THAT MAY BE
USED HEREIN):
CCUA CLAY COUNTY UTILITY AUTHORITY NE'ly NORTHEASTERLY
CL CENTERLINE SE'ly SOUTHEASTERLY
C.R. COUNTY ROAD SWIy SOUTHWESTERLY
ID. IDENTIFICATION NWIy NORTHWESTERLY
D.E. STORM-DRAINAGE EASEMENT �7 �7�
I/E ESMT. INGRESS/EGRESS EASEMENT Z3'2 2ZZI NEW CCUA EASEMENT
ESMT. EASEMENT
O.R.B. OFFICIAL RECORD BOOK ---- EXISTING EASEMENT
P.B. PLAT BOOK —--— RIGHT-OF-WAY LINE
P.I. POINT OF INTERSECTION
P.I.N. PROPERTY IDENTIFICATION# — — — — GRANTOR-PARCEL
P.O.B. POINT OF BEGINNING BOUNDARY LINE
P.O.C. POINT OF COMMENCEMENT PLAT LOT LINE
P.O.T. POINT OF TERMINATION
RNV RIGHT-OF-WAY
N'ly NORTHERLY
Ely SOUTHERLY
Ely EASTERLY
Wly WESTERLY
S.R. STATE ROAD
U.E. UTILITY EASEMENT
•
ADDENDUM TO LEGEND:
APPROX. APPROXIMATELY
BNDY. BOUNDARY
C.E.C. CLAY ELECTRIC COOPERATIVE,INC.
REVISION NOTES: EST. ESTATE
04-04-2023,REVISED BY X.F.A.TO INCREASE EXIST. EXISTING
WIDTH OF ESMT TO 30'. F.D.O.T. FLORIDA DEPARTMENT OF TRANSPORTATION
STA. STATION
• THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF SEE SHEETS:
CCUA EASEMENT ID.: ESMT. ID. #2170 PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE
CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS #1 -4 FOR THE SKETCHES
E—FILE: OTHERWISE SHOWN AND STATED HEREON.
M:\Survey-Mapping\Sketch&Description\FY • NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED PERTAINING TO THE
2022-2023 S&D\SR-23 Perm 25 foot SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER. DESCRIPTION HEREIN
ESMf_11-29-22\SR-23 Perm 25 foot • THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A.
ESMf_11-29-22.dwg ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS SHOWN.
CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A. #5 FOR THE DESCRIPTION.
• ALL INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC
SCALE: N/A SHEET 6 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE. #6 FOR ADDITIONAL NOTES.
Exhibit B
Temporary Construction Easement Arca
9
16057163 v2
Exhibit B MAP SHOWING SKETCH AND LEGAL DESCRIPTION OF
1 of 15 A PART OF SECTIONS 18&28,TOWNSHIP 6 SOUTH,RANGE 26 EAST
CLAY COUNTY,FLORIDA
20' TEMPORARY CONSTRUCTION EASEMENT
A PART OF SECTIONS 18 &28, TOWNSHIP 6 SOUTH, RANGE 26 EAST, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEASTERLY SECTION CORNER OF SECTION 7, TOWNSHIP 6 SOUTH, RANGE 26 EAST, THENCE SOUTH 89 DEGREES 07
MINUTES 32 SECONDS WEST, 2589.19 FEET; THENCE SOUTH 00 DEGREES 09 MINUTES 49 SECONDS EAST, 84.45 FEET TO A POINT ON THE
EASTERLY RIGHT-OF-WAY LINE OF SPRINGBANK ROAD (A 80 FOOT RIGHT-OF-WAY); THENCE CONTINUE SOUTH 00 DEGREES 09 MINUTES 49
SECONDS EAST, A DISTANCE OF 965.72 FEET TO THE POINT OF BEGINNING.
FROM THE POINT OF BEGINNING THUS DESCRIBED, THENCE THE FOLLOWING THIRTY(30) COURSES; COURSE NO.1: NORTH 00 DEGREES 09 MINUTES
49 SECONDS WEST, ALONG LAST SAID EASTERLY RIGHT-OF-WAY UNE, 20.00 FEET; COURSE NO.2: THENCE NORTH 90 DEGREES 00 SECONDS 00
SECONDS EAST, DEPARTING SAID SPRINGBANK ROAD, 56.73 FEET TO A POINT ON A CURVE; COURSE NO. 3 : THENCE RUN IN A SOUTHERLY
DIRECTION ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1937.16 FEET AN ARC DISTANCE OF 1043.45 FEET TO A
POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 30 DEGREES 44 SECONDS 03 SECONDS EAST,
1030.88 FEET; COURSE NO. 4: THENCE SOUTH 47 DEGREES 24 SECONDS 17 SECONDS EAST, 102.88 FEET; COURSE NO. 5: THENCE SOUTH 50
DEGREES 28 SECONDS 44 SECONDS EAST, 90.35 FEET; COURSE NO. 6: THENCE SOUTH 50 DEGREES 17 SECONDS 07 SECONDS EAST, 1273.97 FEET
TO A POINT OF CURVATURE; COURSE NO. 7 : THENCE RUN IN A SOUTHERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 4569.00 FEET AN ARC DISTANCE OF 2019.80 FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF SOUTH 37 DEGREES 37 SECONDS 16 SECONDS EAST, 2003.39 FEET; COURSE NO. 8: THENCE SOUTH 24 DEGREES 57
SECONDS 24 SECONDS EAST, 1361.86 FEET TO A POINT OF CURVATURE; COURSE NO. 9 : THENCE RUN IN A SOUTHERLY DIRECTION ALONG THE
ARC OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 8372.00 FEET AN ARC DISTANCE OF 3986.84 FEET TO A POINT OF TANGENCY,
SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 38 DEGREES 35 SECONDS 57 SECONDS EAST, 3949.27 FEET; COURSE
NO. 10: THENCE SOUTH 52 DEGREES 14 SECONDS 30 SECONDS EAST, 2130.27 FEET; COURSE NO. 11 : THENCE RUN IN A SOUTHERLY DIRECTION
ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 3485.00 FEET AN ARC DISTANCE OF 1982.98 FEET TO A POINT OF
TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 35 DEGREES 56 SECONDS 27 SECONDS EAST, 1956.33
FEET; COURSE NO. 12: THENCE SOUTH 19 DEGREES 50 SECONDS 48 SECONDS EAST, 533.58 FEET; COURSE NO. 13: THENCE NORTH 70 DEGREES
16 SECONDS 20 SECONDS EAST, 138.07 FEET; COURSE NO. 14: THENCE SOUTH 19 DEGREES 43 SECONDS 40 SECONDS EAST, 20.00 FEET; COURSE
NO. 15: THENCE SOUTH 70 DEGREES 16 SECONDS 20 SECONDS WEST, 158.02 FEET; COURSE NO. 16: THENCE NORTH 70 DEGREES 09 SECONDS 12
SECONDS EAST, 20.00 FEET; COURSE NO. 17: THENCE SOUTH 70 DEGREES 09 SECONDS 12 SECONDS WEST, 20.00 FEET; COURSE NO. 18: THENCE
NORTH 19 DEGREES 50 SECONDS 48 SECONDS WEST, 553.57 FEET; COURSE NO. 19 : THENCE RUN IN A NORTHERLY DIRECTION ALONG THE ARC OF
A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 3465.00 FEET AN ARC DISTANCE OF 1971.63 FEET TO A POINT OF TANGENCY, SAID ARC
BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 35 DEGREES 56 SECONDS 26 SECONDS WEST, 1945.14 FEET; COURSE NO. 20:
THENCE NORTH 52 DEGREES 14 SECONDS 30 SECONDS WEST, 2130.27 FEET; COURSE NO. 21 : THENCE RUN IN A NORTHERLY DIRECTION ALONG
THE ARC OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 8392.00 FEET AN ARC DISTANCE OF 3996.36 FEET TO A POINT OF
TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 39 DEGREES 35 SECONDS 57 SECONDS WEST, 3958.71
FEET; COURSE ND. 22: THENCE NORTH 24 DEGREES 57 SECONDS 24 SECONDS WEST, 1361.86 FEET; COURSE NO. 23 : THENCE RUN IN A
NORTHERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 4549.00 FEET AN ARC DISTANCE OF 2010.96
FEET TO A POINT OF TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 37 DEGREES 37 SECONDS 16
SECONDS WEST, 2010.96 FEET; COURSE NO. 24: THENCE NORTH 50 DEGREES 17 SECONDS 07 SECONDS WEST, 1273.93 FEET; COURSE NO. 25:
THENCE NORTH 50 DEGREES 28 SECONDS 44 SECONDS WEST, 90.85 FEET; COURSE NO. 26: THENCE NORTH 47 DEGREES 24 SECONDS 17 SECONDS
WEST, 103.63 FEET; COURSE NO. 27 : THENCE RUN IN A NORTHERLY DIRECTION ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY, HAVING
A RADIUS OF 1957.16 FEET AN ARC DISTANCE OF 1039.16 FEET TO A POINT, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF
NORTH 30 DEGREES 57 SECONDS 40 SECONDS WEST, 1027.00 FEET; COURSE NO. 28: THENCE NORTH 90 DEGREES 00 SECONDS 00 SECONDS
WEST, 24.61 FEET TO A POINT LYING ON THE EASTERLY RIGHT-OF-WAY LINE OF SPRINGBANK ROAD, SAID POINT ALSO BEING THE POINT OF
BEGINNING. THE LAND THUS DESCRIBED CONTAINS 6.75 ACRES, MORE OR LESS.
SURVEYOR'S NOTES .1 -
1) THIS IS A SKETCH AND DOES NOT PURPORT TO BE A BOUNDARY SURVEY.
2) BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY UNE OF SECTION 7,TOWNSHIP 6 SOUTH,RANGE
26 EAST,HAVING AN ASSUMED BEARING OF-SOUTH 69.27'40'WEST.
3)ALL DIMENSIONS SHOWN HEREON ARE IN FEET UNLESS OTHERWISE NOTED. s i'
ROIECT
LOCATIONF'`•.
Surveyor's Certification:
I hereby certify that the survey shown hereon meets the standards of practice as set forth by the board ry.
of professional surveyors and mappers and contained in chapter 5j-17 Florida administrative code, .._1'
pursuant to chapter 472.027 Florida statutes and that said survey is true and correct to the best of my
knowledge and belief as surveyed under my direction.
RanayLTpmpans VICINITY MAP
Florida Professional Surveyor and Mapper 1P5141 NOT TO SCALE
No.65a3
414 Index of Survey Sheets Job No.:22-0082.000
D 1 LEGAL DESCRIPTION(COVER SHEETI a Date:04/26/2023
2-9 SKETCH a
8001 I3e1fmt Parkway,Suite Sheet No.
200,Jacksonville,FL 32256 2 O C
90 a-ad1-a123 11
wu LeR2B#2648648 No. Date Reuisian By
Exhibit B
2 of 15
. POINT OF COMMENCEMENT
SOUTHEAST CORNER OF SECTION 7.
SOUTHERLY LINE OF SECTION 7, TOWNSHIP 6 SOUTH,RANGE 26 EAST
I OWNSHIP 6 SOUTH,RANGE 26 EAST
J
STATE ROAD 16 WEST _ sas°o7'sz w 2589.19'
•
- - (12O' RIGHT-OF-WAY)!
1 Im SLY R/W UNE
w m
Line Table
CI Line # Length Direction
0 Exhibit"A"
L7 20.00' N00'09'49.00'W
3 of 11 L2 39.87' N90'00'00.00"E
j, 1 L4 102.88' 547'24'17.18"E
Q
L5 90.35' S50'28'43.62"E
1i
o i L24 90.85' N50'28'43.62'W
ti L25 103.63' N47'24'17.18'W
L27 24.61' N90.00'00.00'W
C
O 100 I
1 Curve Table
O i
O
Curve # Length Radius Chord Direction
Cl 1043.45' 1937.16' S30'44'03'E
Y \
cL
Q \1 C8 1039.16' 1957.16' N30'57'40'W
CO /BEGINNING OF
\ L2 / CURVE 1
...,C L1 \`
O• 1 27/
1
POINT OF BEGINNING
VARIABLE WIDTH UTILITY
EASEMENT "',
/'
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BOOK 4675 PAGE 1196 �\
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Line it Length Direction
L4 102.88' S47'24'17.18'E
L5 90.35' S50'28'43.62"E
L6 1273.97' S50'17'07.00"E
L23 1273.93' N50'17'07.00'W
L24 90.85' N50'28'43.62W
L25 103.63' N4724'17.18"W
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\ Curve 1I Length Radius Chord Direction
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C2 2019.80' 4569.00' 537'37'16'E
q F�, C7 2010.96' 4549.00' 637'37'161W
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L8 ,1361.86 S2457.24.41E
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C3 3986.84' 8372.00' S38'35'57"E \\ 4 :A
C6 3996.36' 8392.00' N38'35'57"W \
N
Graphic Scale THIS SURVEY IS NOT
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6 OF 9
Exhibit B
7 of 15
Line Table
Line # Length Direction
\ L10 2130.27' 952'14'30.00"E
\ L19 2130.27' N52'14'30.00'W
\
\ Curve Table
\ Curve # Length Radius Chord Direction
I \ C3 3986.84' 8372.00' 938'35'57'E
A
C6 3996.36' 8392.00' N38'35'57"W
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8 of 15
I °r65(
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vA�q Line Length Direction
L10 2130.27' S52'14'30.00"E
OFFICIAL RECORDS BOOK 4675
PAGE 1162 L19 2130.27' N52'14'30.00"W
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PAGE 1182
OFFICIAL RECORDS DOCK 4675
PAGE 1182
Line Table
Line # Length DirectionSt,
L12 533.58' 519'50'48.22"E
L13 138.07' N70'16'20.48"E Pj
L14 20.00' 319'43'39.52"E PG
L13 158.02' S70'16'20.48'W
L16 20.00' N70'09'11.78'E
L17 553.57' N19'50'48.22'W
Curve Table •
Curve # Length Radius Chord Direction c
C4 1982.98' 3485.00' 535'56'27"E yi,, N
C5 1971.63' 3465.00' 935'56'26'W
40 lA3 4 0 a
•' ;`A05
Graphic Scale THIS SURVEY IS NOT
WITHOUT
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0' 100' 200' 400' 600' Sheet No.
9 OF 9
Exhibit Clay County Utility Authority
10 of 15
5 3176 Old Jennings Road,Middleburg,FL 32068
904-272-5999
SKETCH & DESCRIPTION
FOR: TEMPORARY 20.00' WIDE C.C.U.A. CONSTRUCTION EASEMENT
(SITUATED, N.SIDE OF S.R.23,BETWEEN STA.832+72.97&859+34.64)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH,RANGE 26-EAST
SEE SHEET 4: SEE SHEET 4: SEE SHEET 3: SEE SHEET 2:
FOR DETAIL OF FOR DETAIL OF FOR DETAIL OF ESMT. FOR DETAIL OF THE
EXIST. C.C.U.A. U.E. P.O.B. &WLY CURVE-GEOMETRY P.O.C. & E'LY
& EXIST. TERMINUS. TERMINUS. P.
co
CONSTRUCTION .50 c,
ESMTS. . °°
HQ' r.
N
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\` N WI-6 •a]
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PROPERTY OF: �� w a o v I
GCSD,LLC&GCSE,LLC �•_•_._._ •-•-•-- -1 I
(O.R.B.4219,PGS.301-309) I I
P.I.N.:38-06-26-016516-000-00 _\
ESTATE OF JUANITA F.HENRY
(O.R.B.2295,PGS. 1295-1296.
I
LESS&EXCEPT FDOT PARCEL \\ 1 3 I
155(O.R.B.4012,PGS.
fi'� P.T. `I¢o I
1384-1387) . _ /. 1 Lo_
APPROX.F.D.O.T. I I P.C. //;= I d W I
STA.838+57 1 / I U 31
162.00'RIGHT �(p/I P.O.C. VI
20 0o c oN /� 1 I
pow oNs-c�� //' /// I I 1
"�G V.P C' /�j 100. / W<I
-P.O.B. ESM /� ESMOo 6
E STA. 837+46' >-u_
/ // ci
3850 �0 3o\s_.•so 1 / , I I 162.00'RIGHT
P.T. /`r SFL.`L NP
P.C. y ,. //// / / -0-0M
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23 , N N o
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.i ��_�N\'ENE �\N�OF S:9- J u
'� tom._ IV(I)
o
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Nmm
0
a
GRAPHIC SCALE
VP 0 400 600 800 N
REVISION NOTES:
04-04-2023,REVISED BY X.F.A.TO DECREASE WIDTH OF
1"=400' ESMT TO 20'.
DRAWING DATE: 12-22-2022 NOTES BY SURVEYOR&MAPPER:
CCUA EASEMENT ID.: CONSTRUCTION ESMT. • THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF SEE SHEETS:
ASSOCIATED WITH C.C.U.A. ESMT. #2170 PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE #1 -4 FOR THE SKETCHES
E-FILE: CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS
M:\Survey—Mapping\Sketch & Description\FY 2022-2023 OTHERWISE SHOWN AND STATED HEREON. PERTAINING TO THE
S&D\SR-23 Perm 25 foot ESMT-11-29-22\SR-23 • NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED DESCRIPTION HEREIN
TEMPORARY 25 foot Construction ESMr_12-01-22.dwg SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER.
• THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A. SHOWN.
DRAWN BY: XFA ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS #5 FOR THE DESCRIPTION.
CHECKED BY: XFA CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A.
• ALL INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC #6 FOR ADDITIONAL NOTES.
SCALE 1" = 400' SHEET 1 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE.
Exhibit B Clay County Utility Authority
11 of 15 3176 Old Jennings Road,Middleburg,FL 32068
904-272-5999
SKETCH & DESCRIPTION
FOR: TEMPORARY 20.00' WIDE C.C.U.A. CONSTRUCTION EASEMENT
(SITUATED, N.SIDE OF S.R.23, BETWEEN STA. 832+72.97&859+34.64)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH, RANGE 26-EAST
I I
` I I
i
ESTATE OF JUANITA F.HENRY 1
`\ (O.R.B.2295, PGS. 1295-1296.LESS&EXCEPT FDOT PARCEL 155 I
\ (O.R.B.4012,PGS. 1384-1387) I
\\ i I
\\\ I I
\ EXISTING 25'WOE UTILITY&ACCESS I
ESMT.GRANTED TO D.R.HORTON,INC.
\\ (O.R.B.4644,PGS.1093-1100) I
\ i
I
1
\ MOST-SLY BOUNDARY OF THE
\\ ESTATE OF JUANITA F.HENRY I
I, I
��s IZi
'I'ccG'C' ,o \\\ S.W.CORNER,25'WOE UTILITY& i I
o 0'O SO'Pp \ ACCESS EASEMENT,GRANTED TO I
.4, s'O�!!O F� \\ D.R.HORTON,INC.ALSO,NWLY
co 2O T CORNER,25'WOE PERMANENT
w eii e0s'P V�T \\ C.C.U.A.ESMT. 1 N
•CV 2s0609J�'` \\ Y.PAR��3- 8 Re s
1
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a�r 6,0 9A \ _ . , F.P.F 012.PO 3 I
\ fir
o ���g.P� SE'LY CORNER, I
c000 I k5 48 5" / EXIST.25'WIDE I w
R o 1 19 hfilif UTILITY&ACCESS ? O o
w I A=2175.78' P.T. N 65 -�-- ESMT.GRANTED TO 3 I
R=39808.00' -�,3 h6 D.R.HORTON,INC.,I
�� 4=3'0754" / /" j1 (O.R.B.4644,PGS. cs �-
r CHB=N6653'42 E /'-'45 1093-1100) I in I
A=2174.69' CH=2175.51' ,'/ ' /-5 65 19 I J
R=39788.00' ifft* P.0 -' P.O.C.
e=3'0754" _ Sp P.I.OF MOST SLY BNDY.OF EST.OF I 1 I
CHB=N66 53'42 E `0 3.P�F JUANITA F.HENRY(O.R.B.2295,PGS. }
CH=2174.42' 10.114 , P'C• F gOPR0 6 1295-1296)WITH N'LY R/W LINE,S.R.23. -'
•' S t �EpV1 P ALSO,MOST-WLY CORNER OF F.D.O.T. I
� Gv2. •• / P oP 9�Np \O I�
C �q0 P S\ p E PARCEL 155(O.R.B.4012,PGS. I
gyp•# NV-�NG,..C,3013 25 M'C• 1384-1387).ALSO,SE'LY CORNER OF I
iiir*i01\SC)
/ Off' g a2 g P NN�.�NO GS' c J P D RI ITY&HORTON,INC.(ORB.4644SS ESMT TPGS ED O
I / F 9' PN�N 1093-1100).ALSO,NE'LY CORNER,25' I I
PpR 83�xA\\\-C POCL� WOE C.C.U.A.ESMT.#2170. I
/ S.1\' S° R=39838.00' `�r/ F.D.O.T.STA.832+08.98;162.00'RIGHT I
4=3'0754" _w'1\ ill
ICHB=S66'5342W &' Vmu J CH=2177.15' `- ` 1
C.E.C.ESMT. 23a`�C`��\v I\P s�' l�PR 0.GRAPHIC SCALE �'.,0s 2i'-REVISION NOTES: 0 100 150 200 /-- I
04-04-2023,REVISED BY X.F.A. /--
TO DECREASE WIDTH OF --INII ,...----
ESMT TO 20'. 1"=100' --------
DRAWING DATE: 12-22-2022 NOTES BY SURVEYOR&MAPPER:
CCUA EASEMENT ID.: CONSTRUCTION ESMT. • THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF SEE SHEETS:
ASSOCIATED WITH C.C.U.A. ESMT. #2170 PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE
CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS #1 -4 FOR THE SKETCHES
E-FILE: OTHERWISE SHOWN AND STATED HEREON. PERTAINING TO THE
M:\Survey-Mapping\Sketch &DescriptionsVY 2022-2023 • NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
S&D\SR-23 Perm 25 foot ESMi-11-29-22\SR-23 SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER. DESCRIPTION HEREIN
1EMP0RARY 25 foot Construction ESML.12-01-22.dwg • THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A. SHOWN.
DRAWN BY: XFA ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS
CHECKED BY: XFA CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A. #5 FOR THE DESCRIPTION.
• ALL INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC #6 FOR ADDITIONAL NOTES.
SCALE: 1" = 100' SHEET 2 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE.
Exhibit B Clay County Utility Authority
12 of 15 3176 Old Jennings Road,Middleburg,FL 32068
904-272-5999
SKETCH & DESCRIPTION '
FOR: TEMPORARY 20.00' WIDE C.C.U.A. CONSTRUCTION EASEMENT
(SITUATED, N.SIDE OF S.R.23, BETWEEN STA.832+72.97&859+34.64)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH,RANGE 26-EAST
ESTATE OF JUANITA F.HENRY N 66t0o6'E
(O.R.B.2295,PGS.1295-1296.LESS&EXCEPT FDOT 54.96'� '� 5b6
PARCEL 155(O.R.B.4012,PGS.1384-1387) ' tit
1by 5 `ti I 0 h5
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\ byy19 ,96• 56 PG•
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6.•0\ . DO 'P A=2175.78. / QQe- e� o• f
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v� O NV G ,5 C HB=S66'S 3'42W
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QOO � � \ \ PP•
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= 7.OGQOOJ
O� G vAO` / R=39838.00'
Q • �G• d=3'0754" \
G O � 0pD G CHB=S66'5342{N\ /\G Q 4 �oV oCH=2177.15'
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22
026‘ / 40 �•
O5 /--( 9 7.60 , 9P• ,2RHO y- GRAPHIC SCALE:
5 / REVISION NOTES: 0 100' 250' 500'
/ 04-04-2023,REVISED BY X.F.A.TO DECREASE WIDTH OF { I I I
ESMT TO 20'. 1
DRAWING DATE: 12-22-2022 NOTES BY SURVEYOR&MAPPER:
CCUA EASEMENT ID.: CONSTRUCTION ESMT. • THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF SEE SHEETS:
ASSOCIATED WITH C.C.U.A. ESMT. #2170 PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE #1 -4 FOR THE SKETCHES
E-FILE: CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS
M:\Survey-Mapping\Sketch a Deeoriptione\FY 2022-2023 OTHERWISE SHOWN AND STATED HEREON. PERTAINING TO THE
MOW-23 Perm 25 foot ESMi_11-29-22\SR-23 • NOT VALID\MTHOUT THE SIGNATURE AND THE ORIGINAL RAISED DESCRIPTION HEREIN
TEMPORARY 25 foot Construction ESMi_12-01-22.dwg SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER.
• THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A. SHOWN.
DRAWN BY: XFA ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS #5 FOR THE DESCRIPTION.
CHECKED BY: XFA CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A.
• ALL INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC #6 FOR ADDITIONAL NOTES.
SCALE 1' = 250' SHEET 3 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE.
Exhibit B Clay County Utility Authority
13 of 15 3176 Old Jennings Road,Middleburg,FL 32068
904-272-5999
SKETCH & DESCRIPTION
FOR: TEMPORARY 20.00' WIDE C.C.U.A. CONSTRUCTION EASEMENT
(SITUATED, N.SIDE OF S.R.23, BETWEEN STA. 832+72.97&859+34.64)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH, RANGE 26-EAST
REVISION NOTES:
04-04-2023,REVISED BY X.F.A.TO DECREASE WIDTH OF of-
ESMT TO 20'. A=2174.69'
R=39788.00'
4=3'07'54"
CHB=N66'53'42 E
CH=2174.42'
PROPERTY OF:
GCSD,L42LC&GCSE,LLC 0 /
(I.N.:3 06-2 PGS.301-309)
P.I.N.:36-06-26-016516-000-00 [•1�
r,
—P.T. +`' M�
P.C. .� .p�•,�ES
P.O.B.- •'.. o�
E
EXIST.20'X 100'TEMPORARY C.C.U.A. i \N\S #21/
'39 \O•
CONSTRUCTION EASEMENT(O.NLY B 28' �� 3
4314,PGS.590-594)(VALID ONLY w 2 • 86040
UNTIL MAY 15,2024) S'6, 21" 256•6,3?. 66'32 3g° E / � A=2177.42'
>>"FN 68'27' 6' R=39838.00'
•7¢. N / 238 8 P.T. d=3'07'54"
1//,27'39” CHB=S66'S3'42WN 112•43 '' 6 2g' CH=217715'
9" '`��// 5 W 261
N IA 6B 2.3�• 6g 2� 2g'PNOS R=39B08.00'
o� i '� o"z 5 �OF R�OF\gPC'9• d=3'07'S4"
L-0 10 00 L\Nv QP 6 A2 331-30 CHB=N6653'42 E
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30'X 100'#1 50(INSTRUMENT 5 66 27r na 6 6E\NFLEC'pRO�
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EXIST. �" Q
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#1950(INSTRUMENT
#2020027267,O.R.B.4314,PGS. CJ�' I\FZ�P��
/ 590-594) l
MOST-E'LY CORNER,EXIST.
30'X 100'C.C.U.A.EASEMENT ID.#1950
(INSTRUMENT#2020027267,O.R.B.4314,
PGS.590-594)
3
�\NEp�SR2 i
i
EXIST. SLR /
30'X 100'C.C.U.A.ESMT.ID.#1950
(INSTRUMENT#2020027267,O.R.B. 1
4314,PGS.590-594, CLAY COUNTY
RECORDS)
S.5
GRAPHIC SCALE
EXIST.20'X 100'TEMPORARY C.C.U.A.
0 100 150 200 CONSTRUCTION EASEMENT
(O.R.B.4314,PGS.590-594)
�/
1"=100'
DRAWING DATE: 12-22-2022 NOTES BY SURVEYOR&MAPPER:
CCUA EASEMENT ID.: CONSTRUCTION ESMT. • THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF SEE SHEETS:
ASSOCIATED WITH C.C.U.A. ESMT. #2170 PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE #1 -4 FOR THE SKETCHES
E—FILE: CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS
M:\Survey-Mapping\•'Sketch dr Descriptions\FY 2022-2023 OTHERWISE SHOWN AND STATED HEREON. PERTAINING TO THE
SRD\SR-23 Penn 25 foot ESM1_11-29-22\SR-23 • NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED DESCRIPTION HEREIN
TEIAPORARr 25 foot Construction ESMT_12-01-22.dwg SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER.
• THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A. SHOWN.
DRAWN BY: XFA ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS #5 FOR THE DESCRIPTION.
CHECKED BY: XFA CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A.
• ALL INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC #6 FOR ADDITIONAL NOTES.
SCALE 1• = 100' SHEET 4 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE.
Exhibit B to Clay County Utility Authority
3176 Old Jennings Road, Middleburg, FL 32068
14 of 15 904-272-5999
SKETCH & DESCRIPTION
FOR: TEMPORARY 20.00' WIDE C.C.U.A. CONSTRUCTION EASEMENT
(SITUATED, N.SIDE OF S.R.23, BETWEEN STA.832+72.97&859+34.64)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH, RANGE 26-EAST
LEGAL DESCRIPTION
A STRIP OF LAND 20.00-FEET-WIDE,BEING A PORTION OF THE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4219,PAGES 301-309
OF THE PUBLIC RECORDS OF CLAY COUNTY,FLORIDA,SAID DESCRIBED LANDS BEING COMPOSED OF A PORTION OF THE GEORGE I.F.CLARKE GRANT
(CLARKE'S MILL GRANT),AS SUBDIVIDED IN THE RE-SURVEY BY GOOLD T.BUTLER,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1,
PAGES 31-36 OF THE PUBLIC RECORDS OF SAID CLAY COUNTY,SAID LANDS BEING SITUATED IN SECTION 38,TOWNSHIP 6-SOUTH,RANGE 26-EAST,
WITHIN SAID COUNTY;THE SOUTHEASTERLY LINE OF THE HEREIN DESCRIBED 20.00-FOOT-WIDE STRIP OF LAND BEING SITUATED CONTIGUOUS TO
THE NORTHWESTERLY LINE OF 30.00-FOOT-WIDE CLAY COUNTY UTILITY AUTHORITY(C.C.U.A.)EASEMENT#2170,AND BEING SITUATED
NORTHWESTERLY OF THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO.23(A VARIABLE WIDTH RIGHT-OF-WAY,AS PRESENTLY ESTABLISHED),
SAID HEREIN DESCRIBED 20.00-FOOT-WIDE STRIP OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE POINT OF INTERSECTION OF THE MOST SOUTHERLY BOUNDARY OF THE ESTATE OF JUANITA F.HENRY(AS DESCRIBED AND
RECORDED IN OFFICIAL RECORDS BOOK 2295,PAGES 1295-1296 OF THE PUBLIC RECORDS OF SAID COUNTY)WITH THE AFOREMENTIONED
NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO.23,SAID POINT ALSO BEING THE MOST-WESTERLY CORNER OF THE FLORIDA DEPARTMENT OF
TRANSPORTATION(F.D.O.T.)PARCEL 155(AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 4012,PAGES 1384-1387 OF THE PUBLIC
RECORDS OF SAID COUNTY),SAID POINT BEING SITUATED AT STATION 832+08.98,OFFSET 162.00'RIGHT,ACCORDING TO THE F.D.O.T.PHASE 4
ROADWAY CONSTRUCTION PLANS FOR SAID STATE ROAD 23,DATED 16 MARCH 2018,SHEET 125,SAID POINT OF INTERSECTION ALSO BEING THE
SOUTHEASTERLY CORNER OF AN UTILITY AND ACCESS EASEMENT GRANTED TO D.R.HORTON,INC.(AS DESCRIBED AND RECORDED IN OFFICIAL
RECORDS BOOK 4644,PAGES 1093-1100 OF THE PUBLIC RECORDS OF SAID COUNTY);THENCE,FROM SAID POINT OF INTERSECTION AND ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE(SAID RIGHT-OF-WAY LINE ALSO BEING A SOUTHERLY BOUNDARY OF THE LANDS DESCRIBED AND RECORDED IN
OFFICIAL RECORDS BOOK 4219,PAGES 301-309 OF THE PUBLIC RECORDS OF SAID COUNTY),PROCEED THE FOLLOWING THREE(3)COURSES AND
DISTANCES:(1)PROCEED SOUTH 65°19'45"WEST,FOR 273.46 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE
NORTHWESTERLY,SAID CURVE HAVING A RADIUS OF 39,838.00 FEET AND A CENTRAL ANGLE OF 3°07'54',SAID CURVE BEING SUBTENDED BY A
LONG CHORD WHICH BEARS SOUTH 66°53'42"WEST WITH A CHORD DISTANCE OF 2,177.15 FEET;(2)PROCEED IN A SOUTHWESTERLY DIRECTION
ALONG THE ARC OF SAID CURVE FOR 2,177.42 FEET TO A POINT OF TANGENCY WITH A LINE;(3)ALONG SAID TANGENT LINE,PROCEED SOUTH 68°27'
39"WEST,FOR 281.29 FEET TO THE MOST-EASTERLY CORNER OF AN EXISTING 30.00-FOOT-WIDE C.C.U.A.EASEMENT(AS DESCRIBED AND RECORDED
IN OFFICIAL RECORDS BOOK 4314,PAGES 590-594);THENCE,ALONG THE NORTHEASTERLY BOUNDARY THEREOF AND DEPARTING SAID NORTHERLY
RIGHT-OF-WAY LINE,PROCEED NORTH 21°32'21"WEST FOR 30.00 FEET;THENCE,ALONG THE NORTHWESTERLY BOUNDARY OF SAID EXISTING
C.C.U.A.EASEMENT,PROCEED SOUTH 68°27'39" WEST,FOR 100.00 FEET TO THE MOST-WESTERLY CORNER OF SAID EXISTING EASEMENT;THENCE,
PROCEED NORTH 21°32'21"WEST FOR 30.00 FEET;THENCE PROCEED NORTH 68°27'39"EAST FOR 112.43 FEET;THENCE,PROCEED SOUTH 66°32'
21"EAST,FOR 14.14 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED 20.00-FOOT-WIDE STRIP OF LAND;THENCE PROCEED THE
FOLLOWING THREE(3)COURSES AND DISTANCES ALONG LINES AND ARCS BEING PARALLEL/CONCENTRIC TO,AND SITUATED 50.00 FEET
NORTHWESTERLY OF THE AFORESAID NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO.23:(1)PROCEED NORTH 68°27'39"EAST,FOR 258.86
FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE NORTHWESTERLY,SAID CURVE HAVING A RADIUS OF 39,788.00 FEET AND A
CENTRAL ANGLE OF 3°07'54",SAID CURVE BEING SUBTENDED BY A LONG CHORD WHICH BEARS NORTH 66°53'42"EAST WITH A CHORD DISTANCE
OF 2,174.42 FEET;(2)PROCEED IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE FOR 2,174.69 FEET TO A POINT OF TANGENCY WITH
A LINE;(3)PROCEED ALONG SAID TANGENT LINE NORTH 65°19'45"EAST FOR 145.48 FEET TO A POINT OF INTERSECTION WITH THE AFORESAID
MOST-SOUTHERLY BOUNDARY OF THE ESTATE OF JUANITA F.HENRY;THENCE,ALONG SAID SOUTHERLY BOUNDARY,PROCEED NORTH 86°40'08"
EAST,FOR 54.96 FEET TO THE NORTHWESTERLY CORNER OF THE AFORESAID C.C.U.A.EASEMENT#2170;THENCE PROCEED THE FOLLOWING THREE
(3)COURSES AND DISTANCES(SAID COURSES AND DISTANCES BEING COINCIDENT WITH THE NORTHWESTERLY LINE OF THE AFOREMENTIONED
C.C.U.A.EASEMENT#2170):(1)PROCEED SOUTH 65°19'45"WEST,FOR 196.67 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE
NORTHWESTERLY,SAID CURVE HAVING A RADIUS OF 39,808.00 FEET AND A CENTRAL ANGLE OF 3°07'54",SAID CURVE BEING SUBTENDED BY A
LONG CHORD WHICH BEARS SOUTH 66°53'42"WEST WITH A CHORD DISTANCE OF 2,175.51 FEET;(2)PROCEED IN A SOUTHWESTERLY DIRECTION
ALONG THE ARC OF SAID CURVE FOR 2,175.78 FEET TO A POINT OF TANGENCY WITH A LINE;(3)PROCEED ALONG SAID TANGENT LINE SOUTH 68°27'
39"WEST,FOR 238.86 FEET;THENCE,PROCEED NORTH 66°32'21"WEST,FOR 28.28 FEET TO THE POINT OF BEGINNING.
THE HEREIN DECRIBED LANDS SITUATE,LYING AND BEING IN THE CITY OF GREEN COVE SPRINGS,CLAY COUNTY,FLORIDA,AND CONTAINING
APPROXIMATELY 51,914 SQUARE FEET OR 1.192 ACRES;BEING SUBJECT TO AN EXISTING TRANSMISSION AND RIGHT-OF-WAY EASEMENT GRANTED
TO THE CLAY ELECTRIC COOPERATIVE,INC.(AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1375,PAGES 2334-2337 OF THE PUBLIC
RECORDS OF SAID COUNTY),SAID EASEMENT INTERSECTING THE HEREIN DESCRIBED C.C.U.A.TEMPORARY CONSTRUCTION EASEMENT
APPROXIMATELY BETWEEN STATIONS 837+46,OFFSET 162.00'RIGHT AND 838+57,OFFSET 162.00'RIGHT.THE BEARING SYSTEM USED HEREIN IS
BASED ON THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO.23,AS PER SAID F.D.O.T.PHASE 4 ROADWAY PLANS,DATED 16 MARCH 2018.
REVISION NOTES:
04-04-2023,REVISED BY X.F.A.TO DECREASE WIDTH OF ESMT TO 20'.
CCUA EASEMENT ID.: CONSTRUCTION ESMT. SEE SHEETS:
ASSOCIATED WITH C.C.U.A. ESMT. #2170 #1 -4 FOR THE SKETCHES
PERTAINING TO THE
E—FILE: DATE:
M:\Survey-Mapping\Sketch & Descriptions\FY 2022-2023 DESCRIPTION HEREIN SIGNING FOR THE CLAY COUNTY UTILITY AUTHORITY:
S&D\SR-23 Perm 25 foot ESMr 11-29-22\SR-23 SHOWN.
TEMPORARY 25 foot Construction ESMr_12-01-22.dwg XAVIER FRANK AGUIRRE,P.S.M.
#5 FOR THE DESCRIPTION. PROFESSIONAL SURVEYOR 8 MAPPER NO.LS6750
SCALE: N/A SHEET 5 OF 6 #6 FOR ADDITIONAL NOTES. REGISTRATION,STATE OF FLORIDA
Exhibit B Clay County Utility Authority
15 of 15 3176 Old Jenninggs04Road,Middleburg, FL 32068
SKETCH & DESCRIPTION
FOR: TEMPORARY 20.00' WIDE C.C.U.A. CONSTRUCTION EASEMENT
(SITUATED, N.SIDE OF S.R.23, BETWEEN STA. 832+72.97&859+34.64)
WITHIN SECTION 38,TOWNSHIP 06-SOUTH, RANGE 26-EAST
ADDITIONAL NOTES BY SURVEYOR&
MAPPER:
1. THE PURPOSE OF THIS INSTRUMENT IS TO PROVIDE A SKETCH AND
LEGAL DESCRIPTION FOR A NEW C.C.U.A. EASEMENT, AND WAS
PREPARED FOR DESCRIPTIVE PURPOSES ONLY AND IS NOT A BOUNDARY
SURVEY.
2. THE BEARING SYSTEM USED HEREIN IS BASED ON THE NORTHERLY
RIGHT-OF-WAY LINE OF STATE ROAD No. 23, AS PER SAID FLORIDA
DEPARTMENT OF TRANSPORTATION ROADWAY PLANS FOR STATE ROAD
NO.23,PLANS DATED 16 MARCH 2018.
3. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED, BY OTHER
PARTIES, FROM THE ORIGINAL DRAWING PRODUCED BY CCUA. THE
DRAWING WAS INTENDED TO BE DISPLAYED AT THE SCALE SHOWN ON
THE SHEETS CONTAINING MAPS. PLEASE UTILIZE THE GRAPHIC SCALE
WHEN CONSIDERING DISTANCES.
4. THIS SKETCH AND LEGAL DESCRIPTION WERE PREPARED WITHOUT THE
BENEFIT OF AN ABSTRACT OF TITLE. THEREFORE, THERE MAY BE
ADDITIONAL EASEMENTS, COVENANTS, AND RESTRICTIONS OR OTHER
MATTERS OF PUBLIC RECORD, THAT MAY OR MAY NOT AFFECT THIS
PARCEL OF LAND. SUCH ENCUMBRANCES MAY BE FOUND THROUGH A
THOROUGH REVIEW OF THE PUBLIC RECORDS OF CLAY COUNTY, AND
THE STATE OF FLORIDA.
LEGEND (CURVE TERMINOLOGY):
A ARC LENTGH
CHB CHORD BEARING
CH or CHL CHORD LENGTH
D OR A CENTRAL ANGLE OF CURVE
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PNT POINT OF NON-TANGENCY
PT POINT OF TANGENCY
R RADIUS OF CURVE
LEGEND (OF LINETYPES&UNCOMMON ABREVIATIONS THAT MAY BE
USED HEREIN):
CCUA CLAY COUNTY UTILITY AUTHORITY NE'ly NORTHEASTERLY
CL CENTERLINE SE'ly SOUTHEASTERLY
C.R. COUNTY ROAD SWIy SOUTHWESTERLY
ID. IDENTIFICATION NWIy NORTHWESTERLY
D.E. STORM-DRAINAGE EASEMENT
I/E ESMT. INGRESS/EGRESS EASEMENT IUIOI01" NEW CCUA EASEMENT
ESMT. EASEMENT
O.R.B. OFFICIAL RECORD BOOK EXISTING EASEMENT
P.B. PLAT BOOK —--— RIGHT-OF-WAY LINE
P.I. POINT OF INTERSECTION GRANTOR-PARCEL
P.I.N. PROPERTY IDENTIFICATION# —'—'—'
P.O.B. POINT OF BEGINNING BOUNDARY LINE
P.O.C. POINT OF COMMENCEMENT PLAT LOT LINE
P.O.T. POINT OF TERMINATION
RAN RIGHT-OF-WAY
N'ly NORTHERLY
Sly SOUTHERLY
Ely EASTERLY
Wly WESTERLY
S.R. STATE ROAD
U.E. UTILITY EASEMENT
ADDENDUM TO LEGEND:
APPROX. APPROXIMATELY
BNDY. BOUNDARY
C.E.C. CLAY ELECTRIC COOPERATIVE,INC.
REVISION NOTES: EST. ESTATE
04-04-2023,REVISED BY X.F.A.TO FEXIST. EXISTING
.D.O.T. FLORIDA DEPARTMENT OF TRANSPORTATION
DECREASE WIDTH OF ESMT TO 20'. STA. STATION
• THIS SKETCH AND DESCRIPTION MEETS THE STANDARDS OF
CCUA EASEMENT ID.: CONSTRUCTION ESMT. PRACTICE SET FORTH IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE SEE SHEETS:
ASSOCIATED WITH C.C.U.A. ESMT. #2170 CODE,PURSUANT TO SECTION 472.027,FLORIDA STATUTES,UNLESS #1 -4 FOR THE SKETCHES
OTHERWISE SHOWN AND STATED HEREON.
E—FILE: • NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED PERTAINING TO THE
M:\Survey-Mapping\Sketch&Descriptions\FY 2022-2023 SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER. DESCRIPTION HEREIN
S&D\SR-23 Penn 25 foot ESMr_11-29-22\SR-23 • THIS DRAWING WAS STRICTLY PREPARED FOR THE USE OF C.C.U.A.
TEMPORARY 25 foot Construction ESMf_12-01-22.dwg ONLY,NO OTHER PARTIES MAY USE THIS DRAWING OR ANY OF ITS SHOWN.
CONTENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM C.C.U.A. #5 FOR THE DESCRIPTION.
• ALE INSTRUMENTS REFERENCED HEREIN ARE OF THE PUBLIC
SCALE: N/A SHEET 6 OF 6 RECORDS OF CLAY COUNTY,FLORIDA,UNLESS SHOWN OTHERWISE. #6 FOR ADDITIONAL NOTES.
Exhibit C-1
GRANTEE's Insurance Requirements
1. GRANTEE shall obtain and maintain the following insurance: (a) Commercial General
LiabilityInsurance written on an occurrence form no less broad than the most recentlyfiled editionof the
CG
00 01 occurrence policy form,as published by the Insurance Services Office(ISO),providing coverage for
any liability arising out of the services, including coverage for bodily injury, property damage, personal
injury, advertising injury,premises/operations hazard, and contractual liability, with limits of not less than
$1,000,000 per occurrence, and $1,000,000 personal and advertising injury, and $1,000,000 product-
completed operations aggregate which shall be maintained for the greater period under which a claim may be
properly asserted under the applicable statute of limitations or repose. Such policy must include a separation
of insureds clause without any limitation or exclusion related to cross-liability. Such policy must not contain
any classification limitation endorsement which limits or excludes coverage applicable to the services or
project construction type contemplated by the Easement Agreement.The required limits may be achieved via
a combination of primary,umbrella and/or excess liability policies provided that such umbrella and/or excess
liability policies provide coverage no more restrictive than the underlying insurance; (b) workers'
compensation insurance with statutory limits,including employers'liability insurance with minimum liability
limits of$1,000,000 bodily injury(each accident),$1,000,000 bodily injury by disease(each employee),and
$1,000,000 bodily injury by disease(policy limit);and(c)automobile liability insurance covering any auto
(including,as applicable,owned,non-owned and hired)in an amount of not less than$1,000,000 combined
single limit per accident.
2. Additional Insurance Requirements. GRANTEE shall cause its insurance to comply with the
following additional insurance requirements.
(a) Prior to the performance of any work or services in connection with the Easement Agreement
or entry on to the Easement Areas, GRANTEE will file with GRANTOR certificates of insurance and
GRANTOR requested endorsements,if applicable,showing the required insurance to be in force. Certificates
of insurance alone, without the requisite endorsements, are not acceptable to satisfy the provisions of the
required insurance. In no event will any acceptance of certificates of insurance and endorsements by
GRANTOR,or failure of GRANTEE to provide certificates of insurance and endorsements,be construed as a
waiver of or estoppel to assert GRANTEE's obligations to procure and maintain the insurance coverages in
accordance with the insurance requirements set forth herein. Prior to the renewal or expiration of any
required insurance, GRANTEE shall provide GRANTOR with evidence of renewal insurance in form as
acceptable to GRANTOR.
(b) Within ten (10) days of GRANTOR's written request, GRANTEE shall furnish to
GRANTOR copies of the required insurance policies and endorsements.
(c) All insurance required herein this Exhibit C-1 shall:(i)include at least thirty(30)days'notice
of cancellation (ten (10) days if cancellation is due to non-payment of premium) to GRANTOR; and (ii)
contain deductibles not greater than$10,000 absent written approval from GRANTOR,and GRANTEE shall
be solely responsible for any deductible and or self-insured retention payments; (iii) by a company or
companies licensed to do business in the State of Florida and satisfactory to GRANTOR;and(iv)provide that
defense costs shall be outside the policy coverage limits. GRANTEE's failure to maintain the insurance
required herein may,at the election of GRANTOR in its sole discretion,be deemed a material breach of the
Easement Agreement.
10
16057163 v2
Exhibit C-2
Contractor,Subcontractor, Consultant,Materialmen
And Vendor Insurance Requirements
Prior to the commencement or performance of any work or services related to the Easement Agreement or entry on to
the Easement Areas,GRANTEE shall cause each contractor,consultant,materialman and vendor(as used herein,each
is a"Contractor")to procure and maintain throughout the term and thereafter as required herein,at their sole cost and
expense,the insurance specified in this Exhibit C-2.
A. Additional Insureds. The following (collectively, the "Additional Insureds") must be included as additional
insureds under Contractor's applicable insurance policies, on a primary and noncontributory basis: GRANTEE,
GRANTOR, any successors and assigns or GRANTEE or GRANTOR, and their respective members, parents,
partners, subsidiaries, affiliates, officers, directors, supervisors, staff, lawyers, managers, engineers, consultants,
agents,subcontractors and employees.
B.Required Coverages. Contractor shall at all times maintain the following minimum insurance:
1. Commercial general liability insurance on the most recently filed ISO CG 00 01 form that,without
limitation:
a. has limits of not less than the greater of(A)$1,000,000 each occurrence,$2,000,000 general
aggregate(per-project), and$2,000,000 products-completed operations aggregate;
b. provides coverage for claims arising out of or resulting from operations under the applicable
agreement and for which the insured may be legally liable,including(A)damages because of
bodily injury,sickness or disease,including occupational sickness or disease,and coverage
for death and mental anguish, (B)personal and advertising injury, (C)damages because of
physical damage to or destruction of tangible property, including the loss of use of such
property,(D)bodily injury or property damage arising out of completed operations,and(E)
Contractor's indemnity obligations under any applicable agreement;
c. does not exclude or restrict coverage with respect to the following:(A)claims by one insured
against another insured, if the exclusion or restriction is based solely on the fact that the
claimant is an insured,and there would otherwise be coverage for the claim;(B)claims for
property damage to the work arising out of the products-completed operations hazard where
the damaged work or the work out of which the damage arises was performed by a
subcontractor;(C)claims for bodily injury other than to employees of the insured;(D)claims
for indemnity under the applicable agreement arising out of injury to employees of the
insured; (E) claims or loss excluded under a prior work endorsement or other similar
exclusionary language; (F) claims or loss due to physical damage under a prior injury
endorsement or similar exclusionary language;or(G)claims that apply to the type or nature
of the work being performed(e.g.,if the work involves earth subsidence or movement,there
must be no exclusion for these hazards, and if the work involves explosion, collapse or
underground hazards,there must be no exclusion for these hazards);
d. includes the Additional Insureds as additional insureds via an ISO 20 10 11 85 endorsement
if available,and otherwise via one or more endorsements(e.g.,a combination of CG 20 10
and CG 20 37)that provides coverage for both ongoing and completed operations,does not
limit coverage to vicarious liability, and is otherwise reasonably acceptable to the
GRANTEE; and
e. applies as primary and non-contributory insurance with respect to any other insurance or
self-insurance program available to the Additional Insureds, provides coverage to the
Additional Insureds at least as broad as that available to the named insureds, and does not
include terms that make the coverage afforded to an Additional Insured excess to other
insurance on which such party is also an additional insured.
16057163 v2
Contractor shall maintain its products-completed operations coverage for the greater of two years after final
completion of the work or the time during which a claim arising out of the work may be properly asserted
under the applicable statute of limitations or repose(such applicable period,the"Repose Period"),and shall
include the Additional Insureds as additional insureds during this period,on a primary and non-contributory
basis.
2. Automobile liability insurance,covering vehicles owned by Contractor and non-owned vehicles used
by Contractor or anyone for whose acts Contractor is responsible, with a combined single limit of not less than
$1,000,000 per accident,for bodily injury, death of any person, and property damage arising out of the ownership,
maintenance, and use of those motor vehicles along with any other statutorily required automobile coverage.
Contractor shall cause the Additional Insureds to be included as additional insureds under this policy on a primary and
non-contributory basis.If the work will involve hauling or transporting waste materials,hazardous material,hazardous
substances or any other environmentally regulated substances that require a regulated manifest,Contractor shall also
obtain CA-9948 and MCS-90 endorsements.
3. Workers compensation and employers liability insurance for all persons that perform work for
Contractor or anyone for whose conduct Contractor is responsible.The workers' compensation insurance must fulfill
applicable statutory requirements.The employers liability insurance must have limits of not less than$500,000 each
employee—each accident, $500,000 each employee—each disease,and$500,000 policy limit.
4. Commercial excess or umbrella liability insurance with respect to Contractor's CGL,automobile,and
employers liability insurance,with limits of no less than(1)for subcontractors,vendors and materialmen,$2,000,000
per occurrence and in the annual aggregate, and(2) for general contractors, $5,000,000 per occurrence and in the
annual aggregate. This insurance must be at least as broad as the underlying coverages,must be maintained for the
Repose Period,must(with respect to Contractor's CGL and automobile insurance)include the Additional Insureds as
additional insureds on a primary and non-contributory basis until the end of the Repose Period, and must include a
waiver of subrogation. The excess policy must not require the exhaustion of the underlying limits only through the
actual payment by the underlying insurers. Notwithstanding the specified minimum limits for primary CGL,
automobile, and employers liability insurance and the separate specified minimum limit for commercial excess or
umbrella liability insurance,in each case this provision is to be construed as requiring only the combined primary and
excess/umbrella minimum limit and that combined minimum limit may be achieved with any combination of primary
and excess or umbrella insurance.
5. Professional liability insurance,if the work includes any professional services,with limits of not less
than$1,000,000 each claim and$1,000,000 annual aggregate. This insurance, if required,must be retroactive to the
date of the commencement of the professional services and must be maintained for at least two years after final
completion or the earlier termination of the applicable agreement.
6. Contractors'pollution liability insurance(or"contractor's pollution indemnity insurance")covering
losses caused by pollution conditions that arise from the work,with limits of not less than$1,000,000 per loss and in
the aggregate.This insurance(i)must be retroactive to the date of the commencement of the work,if it is written on a
claims-made basis, (ii)must be maintained, or an extended reporting period must be exercised, until the end of the
Repose Period,and(iii)must include the Additional Insureds as additional insureds on a primary and non-contributory
basis,until the end of the Repose Period.
C. Insurance Requirements. The required insurance must, unless otherwise agreed in writing by GRANTOR, be
issued by reputable insurance carriers authorized to transact that class of insurance in the State of Florida,having an
A.M. Best rating of at least A- VIII. The cost of the required insurance (including deductibles and self-insured
retentions related to claims arising out of the work),as well as the cost of any other insurance carried by Contractor
with respect to the work,will be borne solely by Contractor,and Contractor shall reimburse GRANTOR for amounts
paid by GRANTOR or other Additional Insureds due to deductibles or self-insured retentions with respect to the
2
16057163 v2
•
required insurance.Contractor shall require the issuers of required insurance to waive subrogation rights with respect
to the Additional Insureds,and Contractor hereby waives all rights against the Additional Insureds.Contractor shall
ensure that the required insurance policies(with the exception of any professional liability policies)do not include
defense costs within the limits of liability, and do not include a deductible or self-insured retention in excess of
$10,000 (or$50,000 for professional liability)except with prior written approval of GRANTOR.
D. Evidence of Insurance. Contractor shall provide to GRANTEE and GRANTOR a certificate of insurance on
ACORD Form 25 evidencing the required insurance, and if requested, the required additional insured, waiver of
subrogation,notice of cancellation,and primary and non-contributory endorsements,at the following times:(a)prior
to commencement of the work;(b)upon renewal or replacement of each required policy of insurance; and(c)upon
GRANTEE's or GRANTOR's written request. Contractor shall require all required insurance policies to provide
GRANTEE and GRANTOR with at least 30 days' written notice of cancellation (or 10 days' written notice if
cancellation is due to non-payment of premium),and in any event shall ensure that GRANTEE and GRANTOR is
notified before the cancellation or non-renewal of any required insurance. Contractor shall cause its certificates of
insurance to disclose any deductible or self-insured retention applicable to any of its required insurance policies,and
shall provide certified copies of required insurance policies if requested. GRANTEE's or GRANTOR's failure to
require Contractor to provide evidence of the required insurance, or GRANTEE's or GRANTOR's acceptance of
evidence that indicates insurance that fails to satisfy any requirements herein, will not constitute a waiver of these
requirements.
E.Minimum Limits.Any insurance limits required of contractors,consultants,or vendors herein are minimum limits
only and shall not restrict the liability imposed on such party for work or services performed in connection with the
Easement Agreement. GRANTEE shall have a written agreement with all contractors,consultants and vendors and
such agreement shall set forth insurance requirements that meet or exceed those specified herein. GRANTEE shall
require within the written agreement that the minimum limits of insurance required of contractor,consultant or vendor
be equal to the greater of: (i)those required in this Exhibit C-2; (ii)those indicated on the declaration page of the
pertinent policy; or (iii) those as required by law. GRANTEE must obtain indemnification and hold harmless
provisions in favor of GRANTOR and GRANTEE. GRANTEE must obtain defense provisions in favor of
GRANTOR and GRANTEE except for professional liability.
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