FPL Underground Easement INSTR 5520527 OR 5484 PG 1282
RECORDED 3/7/2018 10:58 AM PAGES 4
DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT
COLLIER COUNTY FLORIDA
DOC@.70$0.70 REC$35.50
UNDERGROUND EASEMENT
(BUSINESS)
Work Request No.5618445 Prepared By:
Sec. 13,Twp 48S, Rge 27E Name: Anna Smith Bradley
Parcel I.D.:00209961005 Co. Name: FP&L Co.
(Maintained by County Appraiser) Address: 1220 5th Ave. N.
Naples, Florida 34102
The undersigned, in consideration of the payment of $1.00 and other good and valuable consideration,
the adequacy and receipt of which is hereby acknowledged, grant and give to Florida Power & Light
Company, its licensees, agents, successors, and assigns ("FPL"), a non-exclusive easement forever for the
construction, operation and maintenance of underground electric utility facilities (including cables,
conduits, appurtenant equipment and appurtenant above ground equipment) to be installed from time to
time;with the right to reconstruct, improve, add to, enlarge, change the voltage, as well as, the size of and
remove such facilities or any of them within an easement described as follows:
See Exhibit"A"("Easement Area")
Together with the right to permit FPL to attach wires to any facilities hereunder and lay cable and conduit
within the easement and to operate the same for FPL's communications purposes; the right of ingress and
egress to the Easement Area at all times; the right to clear the land and keep it cleared of all trees,
undergrowth and other obstructions within the Easement Area; the right to trim and cut and keep trimmed
and cut all dead, weak, leaning or dangerous trees or limbs outside of the Easement Area which might
interfere with or fall upon the lines or systems of communications or power transmission or distribution; and
further grants, to the fullest extent the undersigned has the power to grant, if at all, the rights hereinabove
granted on the Easement Area heretofore described, over, along, under and across the roads, streets or
highways adjoining or through said Easement Area.
IN WITNESS WHEREOF, the undersigned has signed and sealed this instrument on this L day of
icLr,ja ry ,2018.
Board of Co ty C. missioners
Collier Co ty, FI• Ida
By: A
ANDY SOLIS, Chairman
3335 Tamiami Trail East,Suite 101
Naples, Florida 34112
Attest:
Dwight E. Brock, Clerk
B ' r THIS CONVEYANCE ACCEPTED BY THE
Print: r , 444BOARD OFER COUNTYCOMMISSIONERS,
A =t7as to Chairman's PURSUANT ONTY �ApRIDA
Deputy Clerk
signature only. DATED: ITEM NO. lb. c.
-
Approved as to form and legality:
Jennifer A. Belpedio, As'jnt County Attorney Y
Ce.45,
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a C' HL SH 12 co •71-
A -
. - ,
PARCEL BO NDA Y
(NO RECORDING FOUND IN PUBLIC
RECORDS OF COLLIER COUNTY)
\fir X44
r
0255—D y�� iI*0 4 /
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(INTENDED DISPLAY SCALE: 1"=100') ,.•�♦♦� ..'..+�,'
••OPOSED F I I 1. ,:'' '&
PARCEL No. 00209961005 LIGHT COM'AN A , NT r'
PARCEL No. 00209840003 COLLIER COUNTY
COLLIER COUNTY X (ORB 3328, PG 2428) 4
(ORB 1439, PG 925)
I
PROPOSED NE RECYCLING
DROP-OFF CENTER 4,
EXHIBIT+ R=488.01'
PON-.-.L-.-..1t A=88°26'32" /
//
CB=N43°48'12"E
C=680.70'
P.O.B. L=753 •' R=498.01'
/ e A=89°37'53"
N89°,5' "E 10.1 l'_____/_.._77 CB=S44°23'52"W
N893C=702.02'
4'41'E 5.20' /
N0025'19'W 5.05' L=779.06'
E. P.0.C. II
.. $,
N
NORTHEAST CORNER J J
1 OF TRACT "B"
E WATERWAYS OF NAPLES, j -- LINE TABLE
NUNIT SEVEN - LINE BEARING DISTANCE
- (PB 36, PG 72) -ea
L1 NOO'04'07"W 77.98'
a U
PARCEL No. 81216080040 c ' W
- WATERWAYS OF NAPLES HOMEOWNERS W o', L2 SOO'04'O7"E 67.75'
CA ASSOCIATION INC ea
3 (ORB 3976, PG 803) L� O N PARCEL No. 00209961005 L3 NOO'25'04"W 387.85'
✓ 0 W O COLLIER COUNTY
o TRACT "B" ( Z al (ORB 3328, PG 2428)
N WATERWAYS OF NAPLES J L4 S00°25'04"E 387.85'
UNIT SEVEN '
I (PB 36, PG 72) �'Q
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1 I HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE
N. AND BELIEF, THAT THE LEGAL DESCRIPTION AND NOTES:
ATTACHED SKETCH WERE PREPARED IN ACCORDANCE 1. BEARINGS SHOWN HEREON ARE PROJECTED ONTO THE
o WITH THE APPLICABLE PROVISIONS OF CHAPTER
• 5J-17.05, FLORIDA ADMINISTRATIVE CODE, PURSUANT
FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE
TO CHAPTER 472, FLORIDA STATUTES. AND BASED ON THE EAST LINE OF TRACT "B", PLAT OF
N WATERWAYS OF NAPLES, WHEREIN SAID EAST LINE BEARS
S.0025'19"E.
2. THIS SKETCH DOES NOT MAKE ANY REPRESENTATION AS TO
11, ZONING OR DEVELOPMENT RESTRICTIONS ON THE SUBJECT
n BARRY E. SYREN (FOR THE FIRM L.B. 642) PARCEL.
i PROFESSIONAL SURVEYOR AND MAPPER 3. PARCEL CONTAINS 19,716 SQUARE FEET (0.45 ACRES) MORE OR
g FLORIDA CERTIFICATE NO. 5365 LESS.
4. P.O.C. = POINT OF COMMENCEMENT
- DATE SIGNED: 5. P.O.B. = POINT OF BEGINNING
N 6. ORB = OFFICIAL RECORDS BOOK
a NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL 7. PB = PLAT BOOK
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
8
. NOT VALID WITHOUT SHEETS 1 THROUGH 3 OF 3.
o AND MAPPER.
JOHNSON ENGINEERING, INC. SKETCH TO ACCOMPANY DESCRIPTION
EIEME
2350 STANFORD COURT SECTION 13,TOWNSHIP 48 SOUTH,RANGE 27 EAST
NAPLES, FLORIDA 34112 COLLIER COUNTY,FLORIDA
PHONE: (239) 434-0333
FAX. 6 29) 334-3661
ENGINEERING DATE PROJECT NO. FILE NO. SCALE SHEET
E.B. #642 & L.B. #642 12-12-17 120149700-1171 13-48-27 ISCALE
'SHEET
OF 3
I— --j7.7.--
PARCEL No. 00209961005
COLLIER COUNTY
(ORB 3328, PG 2428)
PROPOSED NE RECYCLING
— DROP-OFF CENTER
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O ^ - PROPOSED FLORIDA PO Rl& — ' I = 1'' R=264.00'
d-}N I p a7 LIGHT OMPANY EA EM NT — •■ R o' 4 9,g n A=1005919"
o0 .........
_ ° ' , „ CB=S5°04'35"W
0oa N _ CB-N4 2 :M
o o ° C=4$. s C=50.55'
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1 I — II K. ■ IN PUBLIC RECORDS OF
O _ COLLIER COUNTY)
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LINE TABLE
LINE BEARING DISTANCE
411
vo ii,
L5 N90°00'00"W 44.80' y
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L6 S00°00'00"E 20.00' Is,oa of '
cn
L7 N90°00'00"E 1 34.65'
3 O 25 50 100
1
o*NOT VALID WITHOUT SHEETS 1 THROUGH 3 OF 3 (INTENDED DISPLAY SCALE: 1",----100')
JOHNSON ENGINEERING, INC. SKETCH TO ACCOMPANY DESCRIPTION
=ME
2350 STANFORD COURT SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EAST
NAPLES, FLORIDA 34112 COLLIER COUNTY,FLORIDA
PHONE: (239) 434-0333
ENGINEERING FAX: (239) 334-3661 DATE PROJECT NO. FILE NO. SCALE SHEET
E.B. #642 & L.B. #642
12-12-17 20149700-117 13-48-27 1"=100 2 OF 3
DESCRIPTION
A PARCEL OF LAND
LYING IN
SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EAST
COLLIER COUNTY, FLORIDA
A TRACT OR PARCEL OF LAND LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EAST,
COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF TRACT "B", WATERWAYS OF NAPLES UNIT 7, AS
RECORDED IN PLAT BOOK 36, PAGE 72, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA,
THENCE N.00°25'19"W. ALONG THE NORTH PROLONGATION OF THE EAST LINE OF SAID TRACT "B",
A DISTANCE OF 5.05 FEET; THENCE N.89°34'41"E. DEPARTING SAID NORTH PROLONGATION, A
DISTANCE OF 5.20 FEET TO THE POINT OF BEGINNING.
FROM SAID POINT OF BEGINNING, THENCE N.89°55'53"E., A DISTANCE OF 10.00 FEET; THENCE
S.00°04'07"E., A DISTANCE OF 67.75 FEET TO A POINT ON A NON-TANGENTIAL CURVE TO THE
LEFT; THENCE ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 488.01 FEET (CHORD
BEARING N.43°48'12"E.) (CHORD 680.70 FEET) (DELTA 88°26'32") FOR A DISTANCE OF 753.29
FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N.00°25'04"W., A DISTANCE OF
387.85 FEET TO A POINT OF CURVATURE TO THE RIGHT; THENCE ALONG SAID CURVE TO THE
RIGHT HAVING A RADIUS OF 274.00 FEET (CHORD BEARING N.04°24'26"E.) (CHORD 46.09 FEET)
(DELTA 09°39'01") FOR A DISTANCE OF 46.15 FEET; THENCE N.54°22'41"W., A DISTANCE OF
65.39 FEET; THENCE N.76°31'30"W., A DISTANCE OF 116.89 FEET; THENCE S.85°16'14"W., A
DISTANCE OF 103.25 FEET; THENCE S.84°50'29"W., A DISTANCE OF 171.25 FEET; THENCE
S.00°27'49"W., A DISTANCE OF 134.42 FEET; THENCE N.90°00'00"E., A DISTANCE OF 34.65 FEET;
THENCE S.00°00'00"E., A DISTANCE OF 20.00 FEET; THENCE N90°00'00"W., A DISTANCE OF 44.80
FEET; THENCE NOO°27'30"E., A DISTANCE OF 163.56 FEET; THENCE N84°50'35"E., A DISTANCE OF
181.06 FEET; THENCE N.85°16'14"E., A DISTANCE OF 104.18 FEET; THENCE S.76°31'30"E., A
DISTANCE OF 120.45 FEET; THENCE S.54°22'41"E., A DISTANCE OF 73.63 FEET TO A POINT ON A
NON-TANGENTIAL CURVE TO THE LEFT; THENCE ALONG SAID CURVE TO THE LEFT HAVING A
RADIUS OF 264.00 FEET (CHORD BEARING S.05°04'35"W.) (CHORD 50.55 FEET) (DELTA 10°59'19")
FOR A DISTANCE OF 50.63 FEET; THENCE S.00°25'04"E., A DISTANCE OF 387.85 FEET TO A
e POINT OF CURVATURE TO THE RIGHT; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A
RADIUS OF 498.01 FEET (CHORD BEARING S.44°23'52"W.) (CHORD 702.02 FEET) (DELTA
89°37'53") FOR A DISTANCE OF 779.06 FEET; THENCE N.00°04'07"W., A DISTANCE OF 77.98
FEET TO THE POINT OF BEGINNING.
0
N
CONTAINING 19,716 SQUARE FEET OR 0.45 ACRES, MORE OR LESS.
U
BEARINGS SHOWN HEREON ARE PROJECTED ONTO THE FLORIDA STATE PLANE COORDINATE
SYSTEM, EAST ZONE AND BASED ON THE EAST LINE OF TRACT "B", PLAT OF WATERWAYS OF
NAPLES, WHEREIN SAID EAST LINE BEARS S.00°25'19"E.
0
0
Y
N
n
0
n
O
0
N
EXHIBITiL
o*NOT VALID WITHOUT SHEETS 1 THROUGH 3 OF 3.
JOHNSON ENGINEERING, INC. DESCRIPTION
ringisim 2350 STANFORD COURT SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EAST
NAPLES, FLORIDA 34112 COLLIER COUNTY, FLORIDA
PHONE: (239) 434-0333
ENGINEERING EFAX: (239) 334-3661 DATE IPJo17i138_27
ISLESHEET
. #642 & L.B. #642 N/A 3 OF 3