Backup Documents 10/14/2025 Item #16C 5 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1. Community and Human
Services
2. County Attorney Office
3. BCC Office Board �Pkf iii 10/17
of County
Commissioners 1s 1 6117
4. Minutes and Records Clerk of Court's Office f
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees
above,may need to contact staff for additional or missing information.
Name of Primary Staff Alexander Pokorny,Project Manager II 239-252-5333
Contact/ Department
Agenda Date Item was October 14th,2025 Agenda Item Number 16.C.5
Approved by the BCC
Type of Document UTILITY FACTILITES WARRANTY DEED Number of Original 2
Attached AND BILL OF SALE;UTILITY EASEMENT Documents Attached
PO number or account 4074-173412-649010-59007.1.7
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature ATP
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be ATP
signed by the Chairman,with the exception of most letters,must be reviewed and signed
by the Office of the County Attorney.
4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the ATP
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's ATP
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip ATP
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on above date and all changes made during ATP N/A is not
the meeting have been incorporated in the attached document. The County an option for
Attorney's Office has reviewed the changes,if applicable. this line.
9. Initials of attorney verifying that the attached document is the version approved by the N/A is not
BCC,all changes directed by the BCC have been made,and the document is ready for the ��r(n y an option for
Chairman's signature. this line.
This instrument prepared by
and return to:
Office of the County Attorney
3329 East Tamiami Trail, Suite 800
Naples,FL 34112-5749
Phone: (239)252-8400
Facsimile: (239)593-1309
Project:Collier County Resource Recovery Business Park-Phase B [space above for recording data]
Project#:59007.1.7
UTILITY EASEMENT
THIS EASEMENT, made and entered into this 14+ti day of Oc1-o)Q/ , 20 2S , by
COLLIER COUNTY,A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA,whose post office
address is 3335 East Tamiami Trail, Suite 101,Naples,Florida 34112(hereinafter referred to as "Grantor"),
and the BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE
GOVERNING BODY OF COLLIER COUNTY AND AS THE EX-OFFICIO GOVERNING BOARD OF
THE COLLIER COUNTY WATER-SEWER DISTRICT,whose post office address is 3335 East Tamiami
Trail, Suite 101,Naples, Florida 34112, its successors and assigns, (hereinafter referred to as "Grantee").
WITNESSETH
Grantor,for and in consideration of the sum often dollars($10.00)and other valuable consideration
paid by Grantee,receipt of which by is hereby acknowledged by Grantor,hereby conveys,grants, bargains
and sells unto Grantee, its successors and assigns, a perpetual, non-exclusive easement, license, right and
privilege to enter upon and to install, relocate, repair and/or otherwise maintain utility systems and utility
facilities, and/or portions thereof, in, on, over and under the following described lands located in Collier
County,Florida,to wit:
See attached Exhibit"A,"which is incorporated herein by reference.
Subject to easements,restrictions and reservations of record.
THIS IS NOT HOMESTEAD PROPERTY.
TO HAVE AND TO HOLD the same unto the Grantee, its successors and/or assigns,together with
the right and privilege to enter upon said land to excavate, relocate and/or take and/or introduce materials
for the purpose of constructing, operating, relocating, repairing and/or otherwise maintaining the utility
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facilities and/or system(s) or portion(s)thereof, in, on, over and/or under the easement area. Grantor and
Grantee are used for singular or plural, as the context allows.
IN WITNESS WHEREOF,the Grantor has caused these presents to be executed the date and year
first- e written.
ATTEST: BOARD OF COUNTY COMMISSIONERS
tRYSTA14. KINZEL, CLERK OF THE COLLIER COUNTY, FLORIDA
CIRCUIT COURT & COMPTROLLER
ry By: Aeolit,r40,10.44"
1 Burt Saunders, Chairman
/,"1u , r+. dues as o airman's
I signature only
App o I ed ;s o form and legality:
1i.F11L
Sally A
Assi ant •i unty Attorney
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EXHIBIT A
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SKETCH& DESCRIPTION
COLLIER COUNTY
JESSE DECICCIO POINT OF PARCEL
PARCEL COMMENCEMENT #00289720004
#55610000160
26 25 r
35 36
OINT OF
JESSE DECICCIO COLLIER COUNTYI
PARCEL BEGINNING PARCEL
#55610000160 SEE DETAIL 'A" #00298580109 SEE DETAIL 'B"
OVERALL I"=500'
POINT OF COMMENCEMENT COLLIER COUNTY I
SW CORNER PARCEL
SECTION 25, T49S, R26E #00289720004
JESSE DECICCIO COLLIER COUNTY, FLORIDA L1 L2 L3 L4 30.08' L5
PARCEL 106.02' 166.8 166.33' 297.37' 2 3'
#55610000160 „ „ i— — — — - ci
N89'57'18" 1802.18' = a
7.50 I B„ „C„ „D" "E" L:
26 25 N00'25'56"E i 7.50' < N
Q S89'49'19"E 611.52' 120.06' — I 25-49-26 o
36-49-26 n
35 36
CG II LLC SOUTH LINE OF POINT OF COLLIER COUNTYco
PARCEL S.W. 1/4 PARCEL
#26095004341 25-49-26 BEGINNING #00298580109 J
7
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DETAIL "A" I"=200' w
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COLLIER COUNTY D
—i PARCEL 0
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#00289720004
22.85' 30.00' a
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L' L7 — L8 L9 L10 TERMINUS �'
297.37' 540.07' 337.54' 105_09'
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COLLIER COUNTY 1-
PARCEL
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#00298580109 0
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DETAIL "B" 9"=200' `�
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I HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, 0
LINE TABLE LINE TABLE THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE Ce
i-
o APPLICABLE PROVISIONS OF CHAPTER 5J-17.05, FLORIDA U
LINE BEARING DISTANCE LINE BEARING DISTANCE ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472, FLORIDA w
Y STATUTES w
L1 N00'25'56"E 28.12' L7 N00'02'42"W 25.00' David Digitally signed by
L2 N00cn
'02'42"W 25.00' L8 NO0'02'42"W 25.00' Davice
d Hyatt
N Hyatt Date: 2025.07.18 I
L3 N00'02'42"W 25.00' L9 N00'02'42"W 25.00' 13:55:26 -04 00 a L4 N00'02'42"W 25.00' L10 NOO'02'42"W 25.00' THIS SURVEY HAS BEEN DIGITALLY SIGNED BY:
fi DAVID J. HYATT (FOR THE FIRM L.B. 642) F-
a L5 NOO'02'42"W 25.00' L11 N80'13'52"E 9.58' PROFESSIONAL SURVEYOR AND MAPPER o
FLORIDA CERTIFICATE NO. 5834
7 ON THE DATE ADJACENT TO THE SEAL. 0
L6 N00'02'42"W 25.00'
+, THIS CERTIFICATION IS TO THE DATE OF LAST FIELD WORK AS OU
Y SHOWN IN NOTE 1 AND NOT THE SIGNATURE DATE. PRINTED ix
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i COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND
c SEALED, AND THE DIGITAL SIGNATURE MUST BE VERIFIED ON ANY -J
z ELECTRONIC COPIES. E
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JOHNSON ENGINEERING,LLC. L.,JOHNS 0 2122JOHNSON STREET SKETCH & DESCRIPTION 0
ENGINEERING FORT MYERS,FLORIDA 33901
o PHONE:(239)334-0046 DATE PROJECT NO. FILE N0. SCALE SHEET U
CV —An Apex Company E.R.#642&L.B.#642 E
o P P y— 07/2025 25009889 25-49-26 AS SHOWN 1 of 2 f j�0
DESCRIPTION
A PORTION OF THE SOUTHWEST ONE QUARTER OF SECTION 25, TOWNSHIP 49 SOUTH, RANGE 26
EAST, COLLIER COUNTY, FLORIDA BEING THE CENTER OF A PARCEL 15.00 FEET IN WIDTH, BEING
7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS.
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 25, TOWNSHIP 49 SOUTH, RANGE 26 EAST ,
COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH 89'49'19" EAST, ALONG THE SOUTH LINE OF THE
SOUTHWEST ONE QUARTER OF SAID SECTION 25, FOR A DISTANCE OF 611.52 FEET TO THE POINT
OF BEGINNING OF THE FOLLOWING DESCRIBED CENTERLINE; THEN RUN NORTH 00'25'56" EAST, FOR
A DISTANCE OF 120.06 FEET TO POINT "A"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE
OF 106.02 FEET TO POINT "B"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE OF 166.83
FEET TO POINT "C"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE OF 166.33 FEET TO
POINT "D"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE OF 30.08 FEET TO POINT "E";
THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE OF 297.37 FEET TO POINT "F"; THENCE RUN
NORTH 89'57'18" EAST, FOR A DISTANCE OF 22.85 FEET TO POINT "G"; THENCE RUN NORTH
89'57'18" EAST, FOR A DISTANCE OF 540.07 FEET TO POINT "H"; THENCE RUN NORTH 89'57'18"
EAST, FOR A DISTANCE OF 30.00 FEET TO POINT "I"; THENCE RUN NORTH 89'57'18" EAST, FOR A
DISTANCE OF 337.54 FEET TO POINT "J"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE
OF 105.09 FEET; THENCE RUN NORTH 80'13'52" EAST, FOR A DISTANCE OF 9.58 FEET TO A POINT
OF TERMINUS; FROM THE AFOREMENTIONED POINT "A" RUN NORTH 00'25'56" EAST, FOR A
DISTANCE OF 28.12 FEET TO A POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "B" RUN
NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE
AFOREMENTIONED POINT "C" RUN NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A
POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "D" RUN NORTH 00'02'42" WEST, FOR A
DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "E" RUN
NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE
E AFOREMENTIONED POINT "F" RUN NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A
0 POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "G" RUN NORTH 00'02'42" WEST, FOR A
DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "H" RUN
NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE
AFOREMENTIONED POINT "I" RUN NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A
0
`" POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "J" RUN NORTH 00'02'42" WEST, FOR A
DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; CONTAINING 31,649 SQUARE FEET OR 0.73
-5 ACRES MORE OR LESS. SIDE EASEMENT LINES AT THE POINT OF BEGINNING SHOULD BE EXTENDED
OR SHORTENED TO INTERSECT THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF SAID
SECTION 25. ALL OTHER SIDE EASEMENT LINES SHOULD INTERPRETED AS PARALLEL OFFSETS FROM
} THE DESCRIBED CENTERLINE AND END PERPENDICULAR TO THE POINTS OF TERMINUS.
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NOTES:
1. THIS IS NOT A BOUNDARY SURVEY, NOR IS IT
o INTENDED TO BE USED AS ONE.
csi 2. BEARINGS SHOWN HEREON ARE BASED ON THE
o SOUTH LINE OF SECTION 25, TOWNSHIP 49
SOUTH, RANGE 26 EAST, COWER COUNTY,
FLORIDA BEING 589'49'19"E.
m 3. P.O.C. = POINT OF COMMENCEMENT
0 4. P.O.B. = POINT OF BEGINNING
5. PB = PLAT BOOK/PAGE
6. PUE = PUBLIC UTILITY EASEMENT
v 7. R/W = RIGHT-OF-WAY
8. A.E. = ACCESS EASEMENT
9. D.E. = DRAINAGE EASEMENT
'T
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co JOHNSON ENGINEERING,LLC.
JOHNS t� 2122 JOHNSON STREET SKETCH & DESCRIPTION
i FORT MYERS,FLORIDA 33901
N ENGINEERING PHONE(239)334-0046
N DATE PROJECT NO. FILE NO. SCALE SHEET
-An Apex Company- E.R.#642&L.B.#642 07/2025 25009889 25-49-26 AS SHOWN 2 of 2
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This instrument prepared by
and return to:
Office of the County Attorney
3329 East Tamiami Trail, Suite 800
Naples,FL 34112-5749
Phone: (239)252-8400
Facsimile: (239)593-1309
Project:Collier County Resource Recovery Business Park-Phase B [space above for recording data]
Project#:59007.1.7
UTILITY FACILITIES WARRANTY DEED AND BILL OF SALE
THIS INDENTURE made this 1 y t day of Oc i-o 1,e/ , 20 25 , between COLLIER
COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA, whose post office address is
3335 East Tamiami Trail, Suite 101,Naples, Florida 34112 (hereinafter referred to as "Grantor"), and the
BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AS THE
GOVERNING BODY OF COLLIER COUNTY AND AS THE EX-OFFICIO GOVERNING BOARD OF
THE COLLIER COUNTY WATER-SEWER DISTRICT,whose post office address is 3335 East Tamiami
Trail, Suite 101,Naples,Florida 34112, its successors and assigns, (hereinafter referred to as "Grantee").
WITNES SETH:
That said Grantor, for and in consideration of the sum of Ten Dollars($10.00)and other good and
valuable consideration to said Grantor in hand paid by said Grantee, the receipt whereof is hereby
acknowledged, has granted, bargained and sold to the said Grantee, and Grantee's heirs, successors and
assigns forever, all potable water utility facilities and/or system(s) or portion(s) thereof lying in, on, over
and under the following described land,for operation,relocation, installation,repair and/or maintenance of
said facilities, system(s)or portion(s)thereof, all situate and lying and being in Collier County, Florida,to
wit:
(See Exhibit"A"attached hereto and incorporated by reference herein.)
(Exhibit`B"attached hereto is a sketch or other graphic representation
that depicts the physical location of the utility systems being conveyed.)
and said Grantor does hereby fully warrant the title to said utility facilities and/or system(s) or portion(s)
thereof, be they realty, personalty, or mixed, and Grantor will defend such title against all claims of all
persons whomsoever. For the purposes of this conveyance,the utility facilities,system(s)and/or portion(s)
thereof conveyed herein shall not be deemed to convey any of the lands described in either exhibit. Grantor
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and Grantee are used for singular or plural, as context allows. A sketch or other graphic representation
showing the location of the utility facilities, etc.,being conveyed is attached as Exhibit"B".
TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the right to
enter upon said land, excavate, relocate and/or take or introduce materials for the purpose of constructing,
relocating, operating,repairing and/or otherwise maintaining utility systems thereon. Grantor and Grantee
are used for singular or plural, as the context requires.
IN WITNESS WHEREOF, Grantor has caused these presents to be executed the date and year first
above written.
Signed, sealed and delivered in the presence of:
ATTEST: BOARD OF COUNTY COMMISSIONERS
,,,.• CRYSTAL K. KINZEL, CLERK OF THE COLLIER COUNTY, FLORIDA
' V orrm9yrr COURT& COMPTROLLER
4ders, in
' 9Aftitis airman's
v.46:4. . ' +�' signature only
'••......•
Apprc v:d s1 o form and legality:
Sall ^ A' v
Assisi! t li aunty Attorney ��
EXHIBIT A
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DESCRIPTION
A PORTION OF THE SOUTHWEST ONE QUARTER OF SECTION 25, TOWNSHIP 49 SOUTH, RANGE 26
EAST, COLLIER COUNTY, FLORIDA BEING THE CENTER OF A PARCEL 15.00 FEET IN WIDTH, BEING
7.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS.
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 25, TOWNSHIP 49 SOUTH, RANGE 26 EAST ,
COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH 89'49'19" EAST, ALONG THE SOUTH LINE OF THE
SOUTHWEST ONE QUARTER OF SAID SECTION 25, FOR A DISTANCE OF 611.52 FEET TO THE POINT
OF BEGINNING OF THE FOLLOWING DESCRIBED CENTERLINE; THEN RUN NORTH 00'25'56" EAST, FOR
A DISTANCE OF 120.06 FEET TO POINT "A"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE
OF 106.02 FEET TO POINT "B"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE OF 166.83
FEET TO POINT "C"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE OF 166.33 FEET TO
POINT "0"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE OF 30.08 FEET TO POINT "E";
THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE OF 297.37 FEET TO POINT "F"; THENCE RUN
NORTH 89'57'18" EAST, FOR A DISTANCE OF 22.85 FEET TO POINT "G"; THENCE RUN NORTH
89'57'18" EAST, FOR A DISTANCE OF 540.07 FEET TO POINT "H"; THENCE RUN NORTH 89'57'18"
EAST, FOR A DISTANCE OF 30.00 FEET TO POINT "I"; THENCE RUN NORTH 89'57'18" EAST, FOR A
DISTANCE OF 337.54 FEET TO POINT "J"; THENCE RUN NORTH 89'57'18" EAST, FOR A DISTANCE
OF 105.09 FEET; THENCE RUN NORTH 80'13'52" EAST, FOR A DISTANCE OF 9.58 FEET TO A POINT
OF TERMINUS; FROM THE AFOREMENTIONED POINT "A" RUN NORTH 00'25'56" EAST, FOR A
DISTANCE OF 28.12 FEET TO A POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "B" RUN
NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE
AFOREMENTIONED POINT "C" RUN NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A
POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "D" RUN NORTH 00'02'42" WEST, FOR A
DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "E" RUN
NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE
E AFOREMENTIONED POINT "F" RUN NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A
$ POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "G" RUN NORTH 00'02'42" WEST, FOR A
DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "H" RUN
NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; FROM THE
AFOREMENTIONED POINT "I" RUN NORTH 00'02'42" WEST, FOR A DISTANCE OF 25.00 FEET TO A
POINT OF TERMINUS; FROM THE AFOREMENTIONED POINT "J" RUN NORTH 00'02'42" WEST, FOR A
a0 DISTANCE OF 25.00 FEET TO A POINT OF TERMINUS; CONTAINING 31,649 SQUARE FEET OR 0.73
ACRES MORE OR LESS. SIDE EASEMENT LINES AT THE POINT OF BEGINNING SHOULD BE EXTENDED
.11 OR SHORTENED TO INTERSECT THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF SAID
SECTION 25. ALL OTHER SIDE EASEMENT LINES SHOULD INTERPRETED AS PARALLEL OFFSETS FROM
THE DESCRIBED CENTERLINE AND END PERPENDICULAR TO THE POINTS OF TERMINUS.
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m NOTES:
0 1. THIS IS NOT A BOUNDARY SURVEY, NOR IS IT
o INTENDED TO BE USED AS ONE.
2. BEARINGS SHOWN HEREON ARE BASED ON THE
SOUTH LINE OF SECTION 25, TOWNSHIP 49
SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA BEING S89'49'19"E.
0 3. P.O.C. = POINT OF COMMENCEMENT
4. P.O.B. = POINT OF BEGINNING
5. PB = PLAT BOOK/PAGE
6. PUE = PUBLIC UTILITY EASEMENT
7. R/W = RIGHT-OF-WAY
8. A.E. = ACCESS EASEMENT
9. D.E. = DRAINAGE EASEMENT
T
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J OH N S I JOHNSONENGINEERING,LLC.
2122122 JOHNSON STREET SKETCH & DESCRIPTION
i FORT MYERS,FLORIDA 33901
ENGINEERING PHONE:(239)334-0046
N DATE PROJECT NO. FILE NO. SCALE SHEET
E.R.#642&L.B.#642
-An Apex Company- 07/2025 25009889 25-49-26 AS SHOWN 2 of 2
N()
EXHIBIT B
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