HomeMy WebLinkAbout2024-01 Ocoee Crown Point Parkway Public Right-Of-Way UseRESOLUTION NO.2024-01
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF OCOEE, FLORIDA, DESIGNATING CERTAINS
LANDS KNOWN AS OCOEE CROWN POINT PARKWAY
AS PART OF THE CITY STREET SYSTEM FOR PUBLIC
RIGHT-OF-WAY USE; PROVIDING FOR RECORDING,
CONFLICTS AND AN EFFECTIVE DATE.
WHEREAS, the City of Ocoee (the "City") has acquired certain lands in fee simple for
the purposes of improving and making such lands part of the City's city street system (a/k/a
municipal road system) for public right-of-way use; and
WHEREAS, the City desires to make those certain lands owned in fee simple by the City
that are described in the sketches and legal descriptions attached hereto as Exhibit "A" ("Ocoee
Crown Point Parkway") and incorporated herein by this reference as part of the City's city street
system available for public right-of-way use subject to the City's superior jurisdiction, operation,
control, regulation and maintenance; and
WHEREAS, Article VIII, section 2(b) of the Florida Constitution and Florida Statutes §
166.021(1), the Municipal Home Rule Powers Act, confer broad Home Rule Powers on the City,
and whereas the City has statutory jurisdiction under Florida Statutes § 334.03 and § 335.0415 to
operate, control and maintain the city street system, which consists of "all local roads within a
municipality, and all collector roads inside that municipality, which are not part of the county
road system."
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF OCOEE, FLORIDA:
SECTION I: Recitals. The above recitals are true and correct and constitute findings of the
City Commission.
SECTION II: Designation of City Street. That Ocoee Crown Point Parkway is hereby
designated as part of the City's city street system (a/k/a municipal road system) as a public right-
of-way subject to the City's superior jurisdiction, operation, control, regulation and maintenance.
SECTION III: Recording. After its adoption, the City Clerk shall record this Resolution in the
Public Records of Orange County, Florida.
SECTION IV: Conflicts. All resolutions or parts thereof in conflict herewith are hereby
repealed to the extent of such conflict.
SECTION V: Effective Date. This Resolution shall take effect immediately upon its adoption.
DOC # 20240041107
01/23/2024 09:33 AM Page 1 of 8
Rec Fee: $69.50
Deed Doc Tax: $0.00
Mortgage Doc Tax: $0.00
Intangible Tax: $0.00
1 Phil Diamond, Comptroller
Orange County, FL
Ret To: CSC INC
20240041107 Page 2 of 8
ADOPTED at a Regular Meeting on this _I�day of p , 2024.
ATTEST:
Melanie Sibbitt, C.ify Clerk
(SEAL),,
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA;
APPROVED AS TOfORM AND
LEGALITY this 16day of
1
�114IA It )4 ) 20g 1
FISHjL4,,CK DOMINICK
By --
Richard Geller, City Attorney
CITY:
CITY OF OCOEE, FLORIDA
l
By:
Rusty John n ayor
APPROVED BY THE CITY OF OCOEE
COMMISSION AT A MEETING HELD ON
knUgrq I 1p , 20 2A
UNDER AGENDA ITEM NO. r
P)
20240041107 Page 3 of 8
EXHIBIT "A"
See attached sketch and legal descriptions prepared by T2 Utility Engineers Job Number 06238-
001-12 Sheets 1 and 2, and Job Number 0623 8-001-12 Sheets 1 through 3
20240041107 Page 4 of 8
SKETCH AND LEGAL DESCRIPTION
LEGAL DESCRIPTION:
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF FLORIDA, AND IS DESCRIBED AS
FOLLOWS:
A PARCEL OF LAND LOCATED IN THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AND THE
NORTHWEST 1/4 QUARTER OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. SAID PARCEL
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 6; THENCE N 00' 20' 22" W ALONG THE WEST LINE OF THE
SOUTHWEST 1/4 OF SAID SECTION 6, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG
SAID SECTION LINE N 00' 20' 22" W A DISTANCE OF 50.00 FEET; THENCE LEAVING SAID SECTION LINE RUN N 89' 41' 44"
E A DISTANCE OF 55.19 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF
590.00 FEET, A CHORD BEARING OF S 66' 52' 53" E AND A CHORD LENGTH OF 469.08 FEET; THENCE ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 46' 50' 49" FOR AN ARC LENGTH OF 482.40 FEET TO THE POINT OF
TANGENCY; THENCE, S 43' 27' 28" E A DISTANCE OF 27.07 FEET TO THE NORTHWESTERLY RIGHT OF WAY LINE STATE ROAD
429 AS SHOWN ON ORLANDO—ORANGE COUNTY EXPRESSWAY AUTHORITY WESTERN BELTWAY RIGHT OF WAY MAP PROJECT
NO. 75320-6460-602/603 DATED APRIL 1997; THENCE, S 36' 10' 34" W A DISTANCE OF 50.83 FEET; THENCE DEPARTING
SAID RIGHT OF WAY LINE RUN N 43' 27' 28" W A DISTANCE OF 36.22 FEET TO A POINT OF CURVATURE OF A CURVE
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 540.00 FEET, A CHORD BEARING OF N 66' 52' 53" W AND A CHORD
LENGTH OF 429.33 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 46' 50' 49" FOR AN
ARC LENGTH OF 441.52 FEET TO THE POINT OF TANGENCY; THENCE S 89' 41' 44" W A DISTANCE OF 55.16 FEET TO THE
POINT OF BEGINNING.
SAID LANDS CONTAINING 0.63 ACRES MORE OR LESS.
LANDS SUBJECT TO RIGHTS —OF —WAYS, EASEMENTS OR RESTRICTIONS ON RECORD IF ANY.
NOTES:
1. THIS SKETCH AND DESCRIPTION IS NOT A BOUNDARY SURVEY.
2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS,
OWNERSHIP, AND/OR OTHER INSTRUMENTS OF RECORD.
4. REVISIONS DO NOT CONSTITUTE A RECERTIFICATION OF THE EXISTING FIELD
CONDITIONS OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE WEST LINE OF THE
SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING
NORTH 00' 20' 22" WEST.
6. THE DESCRIPTION SHOWN HEREON WAS PREPARED BY THIS SURVEYOR.
SHEET 1 OF 2
THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST
OF OUR KNOWLEDGE AND BELIEF AS PREPARED UNDER OUR DIRECTION IN
JULY 7, 2020. 1 FURTHER CERTIFY THAT THIS THIS SKETCH AND
DISCRIP11ON MEETS THE STANDARDS OF PRACTICE AS SET FORTH IN
RULE 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027.
SKETCH AND LEGAL DESCRIPTION Table Of Contents:
NOT A SURVEY Sheet 1 of 2 - Legal description, Certification & Notes
Sheet 2 of 2 - Sketch
DRAWN BY:
LSA SKETCH OF DESCRIPTION
utility ICIiHECKEDBY: JOB NUMBER 06238-001-12
DATE•8/12/2020
qi?neers REVISIONS: IVAN R. HERNANDEZ, PSM
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
1-855-222-T2UE I WWW.T2UE.COM LICENSE NUMBER: 7016
20240041107 Page 5 of 8
SKETCH AND LEGAL DESCRIPTION
1" = 100'
0 50 160 20'0
GRAPHIC SCALE
W. LINE S.W. 1/4
SEC. 6, TWP. 22 S., RGE. 28 E.
N890 4 V 44"E
55.19'
PC
J
L2 PT
P , O, B —N0° 20' 22"W 30.00'
a •
LAND AS DEPICTED IN OFFICIAL
RECORDS BOOK 10881. PG.
8146, PUBLIC RECORDS OF
ORANGE COUNTY, FLORIDA,
LYING IN SECTION 1, TOWNSHIP
22 SOUTH, RANGE 27 EAST AND
SECTIONS 6 AND 7, TOWNSHIP
22 SOUTH, RANGE 28 EAST
ORANGE COUNTY, FLORIDA,
R= 590.00'
L=482.40'
A= 46°50'49"
CH=469.08'
CB=S66°52'53"E
S.W. COR. SEC. 6,
TWP. 22 S., RGE. 28 E. R= 540.00''
L= 441 .52'
A= 46 °50'49"
CH=429.33'
CB= N66°52'53"W
ORANGE COUNTY
PARCEL ID NO.
06-22-28-0000-00-054
LANDS NOW OR FORMERLY OF
CITY OF OCOEE
LINE TABLE
LINE
BEARING
LENGTH
L1
NOD'20'22"W
50.00'
L2
S89'41'44"W
55,16'
ien3gineersutility
%
1-855-222-T2UE I WWW.T2UE.COM
ABBREVIATIONS:
L
= LENGTH
R
= RADIUS
A
= DELTA
CH
= CHORD
CB
= CHORD BEARING
R/W
= RIGHT OF WAY
ORB
= OFFICIAL RECORDS BOOK
(D)
= DEED
(M)
= MEASURED
(C)
=CALCULATED
PG(S)
= PAGES(S)
NTL
= NON -TANGENT LINE
NTC
= NON -TANGENT CURVE
P.O.B
= POINT OF BEGINNING
P.O.0
= POINT OF COMMENCEMENT
PC
= POINT OF CURVATURE
PT
= POINT OF TANGENCY
COR
=CORNER
SEC
= SECTION
TWP
=TOWNSHIP
RGE
=RANGE
NORTHWESTERLY
RIGHT OF WAY LINE /
S. LINE SW. 1/4—
SEC. 6, TWP. 22 S.,
RNG. 28 E.
\� O> i
\ PT
PC �\
N430 27' 28"W
36.22'
Table Of Contents:
Sheet 1 of 2 - Legal description, Certification & Notes
Sheet 2 of 2 - Sketch
SKETCH AND LEGAL DESCRIPTION
NOT A SURVEY
SKETCH OF DESCRIPTION SCALE: 1"= 100'
JOB NUMBER. 06238.001-12
2
20240041107 Page 6 of 8
SKETCH AND LEGAL DESCRIPTION
LEGAL DESCRIPTION:
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF FLORIDA, AND IS DESCRIBED AS FOLLOWS:
A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1/4 OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 28 EAST,
THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AND THE NORTHWEST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH,
RANGE 28 EAST, ORANGE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 6; THENCE N 00' 20' 22" W ALONG THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID
SECTION 6, A DISTANCE OF 80.00 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID SECTION LINE RUN N 89' 41' 44" E A DISTANCE OF
55.19 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 590.00 FEET, A CHORD BEARING OF S
66' 52' 53" E AND A CHORD LENGTH OF 469.08 FEET; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 46' 50' 49"
FOR AN ARC LENGTH OF 482.40 FEET TO THE POINT OF TANGENCY; THENCE S 43' 27' 28" E A DISTANCE OF 27.07 FEET TO THE
NORTHWESTERLY RIGHT OF WAY LINE OF STATE ROAD 429 AS SHOWN ON ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY WESTERN
BELTWAY RIGHT OF WAY MAP PROJECT NO. 75320-6460-602/603 DATED APRIL 1997; THENCE ALONG SAID RIGHT OF WAY LINE RUN S 36' 10'
34" W A DISTANCE OF 549.51 FEET TO NON -TANGENT LINE; THENCE LEAVING SAID RIGHT OF WAY LINE RUN S 89' 44' 02" W A DISTANCE OF
177.68 FEET TO THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 7, OF SAID TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE N 00' 20'
22" W ALONG SAID SECTION LINE A DISTANCE OF 567.93 FEET TO SAID SOUTHWEST CORNER OF SECTION 6; THENCE S 89' 44' 02" W ALONG
THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 1 A DISTANCE OF 391.35 FEET TO THE NON -TANGENT CURVE CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 580.00 FEET, A CHORD BEARING OF N 73' 26' 54" W AND A CHORD LENGTH OF 302.81 FEET; THENCE
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30' 15' 49" FOR AN ARC LENGTH OF 306.36 FEET TO THE NON -TANGENT LINE;
ALSO BEING A SOUTHERLY RIGHT OF WAY LINE OF WEST ORANGE TRAIL, AS RECORDED IN OFFICIAL RECORDS BOOK 5043, PAGE 2627 ORANGE
COUNTY, FLORIDA; THENCE N 44' 56' 48" E ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 82.56 FEET TO THE A NON -TANGENT CURVE,
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 500.00 FEET, A CHORD BEARING OF S 75' 23' 46" E AND A CHORD LENGTH OF 257.27 FEET;
THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29' 49' 00" FOR AN ARC LENGTH OF 260.20 FEET TO THE POINT OF
TANGENCY; THENCE N 89' 41' 44" E A DISTANCE OF 373.85 FEET TO THE POINT OF BEGINNING.
SAID LAND CONTAINING 6.41 ACRES MORE OR LESS.
PARCEL 2
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 6; THENCE S 89' 44' 02" W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF
SAID SECTION 1, A DISTANCE OF 840.45 FEET TO THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID WEST ORANGE TRAIL; THENCE N 44' 56'
48" E ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 165.99 FEET TO THE POINT OF BEGINNING AND TO A POINT OF A NON -TANGENT CURVE
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 580.00 FEET, A CHORD BEARING OF N 35' 09' 38" W AND A CHORD LENGTH OF 361.07 FEET;
THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36'16' 17" FOR AN ARC LENGTH OF 367.17 FEET TO A POINT OF
INTERSECTION WITH A NON -TANGENT LINE; THENCE N 72' 58' 31" E A DISTANCE OF 80.00 FEET TO A POINT OF A NON -TANGENT CURVE
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 500.00 FEET, A CHORD BEARING OF S 35' 49' 33" E AND A CHORD LENGTH OF 322.28 FEET;
THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 37' 36' 06" FOR AN ARC LENGTH OF 328.14 FEET TO SAID
NORTHWESTERLY RIGHT OF WAY LINE OF WEST ORANGE TRAIL; THENCE S 44' 56' 48" W ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 80.97
FEET TO THE POINT OF BEGINNING.
SAID LAND CONTAINING 0.64 ACRES MORE OR LESS.
N07M
THIS SKETCH AND DESCRIPTION IS NOT A BOUNDARY SURVEY.
2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS,
OWNERSHIP, AND/OR OTHER INSTRUMENTS OF RECORD,
4. REVISIONS DO NOT CONSTITUTE A RECERTIFICATION OF THE EXISTING FIELD
CONDITIONS OF THIS SURVEY.
5. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE WEST LINE OF THE
SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING
NORTH 00' 20' 22" WEST. SHEET 1 OF 3
6. THE DESCRIPTION SHOWN HEREON WAS PREPARED BY THIS SURVEYOR.
THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST
OF OUR KNOWLEDGE AND BELIEF AS PREPARED UNDER OUR DIRECTION IN
JULY 7, 2020. I FURTHER CERTIFY THAT THIS THIS SKETCH AND
DISCRIPTION MEETS THE STANDARDS OF PRACTICE AS SET FORTH IN
RULE 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS PURSUANT TO FLORIDA STATUTE 472.027.
SKETCH AND LEGAL DESCRIPTION Table Of Contents:
NOT A SURVEY Sheet 1 of 3 - Legal description, Certification & Notes
Sheet 20 of 3 - Sketch
DRAWN BY:
LSA SKETCH OF DESCRIPTION
utI'o JOB NUMBER 06238-001-12
IH DATE:3/16/2021
aiineers REVISIONS: IVAN R HERNANDEZ, PSM
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
1-855-222-T2UE I WWW.T2UE.COM LICENSE NUMBER:7016
20240041107 Page 7 of 8
SKETCH AND LEGAL DESCRIPTION
373.85'
N89'41'44"E
391.35' SEC.1
9'44'02"W
W. LINE S.W. 1/4
SEC. 6, TWP, 22 S., RGE. 28 E.
55.19'
N89'41'44"E
z FL
0
oC0
NO
No SEC.6
N "
ORANGE
COUNTY
PARCEL ID NO.
06-22-28-0000-00-081
840.45'
SEC.7
\—
SEC.12
1
P. 0. C
,* - LLi
;:zR=590.00'
., Ln
S.W. COR. SEC. 6,
L=482.40'
i N N
TWP. 22 S., RGE. 28 E.
a 046.50'49"
L
Ln
CH=469.08'
a C9
CB=S66'52'53'E
z 3:
~
W. LINE N.W. 1/4
SEC. 7, TWP. 22 S.,
vi
RGE. 28 E.
Lu
z
cn 0
0),3
J 0
� N
ORANGE COUNTY
PARCEL ID NO.
06-22-28-0000-00-054
LANDS NOW OR FORMERLY OF
CITY OF OCOEE
NTL
S89'44'02"W
177.68'
Table Of Contents:
Sheet 1 of 3 -Legal description, Certification &Notes
utility
Sheet 2&3 of 3 - Sketch
%'*ft* enramineers SKETCH AND LEGAL DESCRIPTION SKETCH OF DESCRIPTION SCALE: 1"= 100'
NOT A SURVEY JOB NUMBER. 06238-001-12
1-855-222-T2UE I WWW.T2UE.COM FiEET:,,,,2_4F�3„
NORTHWESTERLY
RIGHT OF WAY LINE
S. LINE SW. 1/4
SEC. 6, TWP. 22 S.,
RNG. 28 E.
PT
S43'27'28"E p�
27.07'
eAZ�S�
/QQ47�QQ���pQ
v Q�O��O OP
.ABBREVIATIONS.
" '-S\
L
= LENGTH
RADIUS
�A�h1
A
= DELTA
CH
= CHORD
CB
= CHORD BEARING
�'��
R/W
= RIGHT OF WAY
ORB
= OFFICIAL RECORDS BOOK
(D)
= DEED
(M)
= MEASURED
(C)
= CALCULATED
PG(S)
= PAGES(S)
NTL
= NON -TANGENT LINE
NTC
= NON -TANGENT CURVE
P.O.B
= POINT OF BEGINNING
P.O.0
= POINT OF COMMENCEMENT
1 " = 100
PC
= POINT OF CURVATURE
PT
= POINT OF TANGENCY
COR
=CORNER
0 50 100
200 SEC
=SECTION
TWP
= TOWNSHIP
GRAPHIC SCALE
RGE
=RANGE
20240041107 Page 8 of 8
SKETCH AND LEGAL DESCRIPTION
z �
0
a �
z
o� I
L) a
W
uW
O
U
O
N� 808011,v
R=580.00'
L=367.17'
A=036'16'17"
CH=361.07'
CB=N35'09'38"W
i
/
NORTHWESTERLY R/W LINE,
R=500.00' WEST ORANGE TRAIL, /
L=328.14' O.R.B. 5043, PG. 2627
A=37'36'06"
CH=322.28' SOUTHEASTERLY R/W LINE,
CB=S35'49'33"E / WEST ORANGE TRAIL,
O.R.B. 5043, PG. 2627
ORANGE
COUNTY P.0.8_
PARCELID NO.
01-22-27-0000-00-016
Q'i
le
ORANGE /
COUNTY
PARCEL ID NO.
01-22-27-6136-00-003
Oqy�
NTL �1�,
h� ^ R=0.0'
NTC L= 262so.2o'
h p• rtv A=029'49'00"
5� b� CH=257.27'
CB=S75'23'46"E
R=580.00'
L=306 36'
A=30'15'49"
CH=302.81'
CB=N73'26'54"W
ORANGE
COUNTY
PARCEL ID NO,
06-22-28-0000-00-081
PT
ORANGE COUNTY N89'4V44"E
PARCEL ID NO 373.85'
06-22-28-0000-00-054
LANDS NOW OR FORMERLY OF
_ CITY OF OCOEE '
� S89'4444'02°W
S89'44'02"W
840.45' S. LINE SE, 1/4
SEC. 1, TWP. 22 S.,
RNG. 28 E.
.ABBREVIATIONS:
L
= LENGTH
PG(S)
= PAGES(S)
R
= RADIUS
NTL
= NON -TANGENT LINE
A
= DELTA
NTC
= NON -TANGENT CURVE
CH
= CHORD
P.O.B
= POINT OF BEGINNING
CB
R/W
= CHORD BEARING
P,O.0
= POINT OF COMMENCEMENT
= RIGHT OF WAY
PC
= POINT OF CURVATURE
ORB
= OFFICIAL RECORDS BOOK
PT
= POINT OF TANGENCY
(D)
= DEED
COR
= CORNER
(M)
=MEASURED
SEC
=SECTION
(C)
=CALCULATED
TWP
=TOWNSHIP
RGE
=RANGE
Table Of Contents:
Sheet 1 of 3 - Legal description, Certification & Notes
utility
Sheet 20 of 3 - Sketch
%q
ien?gineers SKr' NOT A 3UAL DE=1PnoN
1-855-222-T2UE I WWW.T2UE.COM
NTC ORANGE
COUNTY
PARCEL ID NO.
12-22-27-0000-00-001
1" = 100
0 50 100 200
GRAPHIC SCALE
SKETCH OF DESCRIPTION I SCALE: 1 "= 100'
JOB NUMBER 06238-001-12
SHEET:_ - 3 QF 3