HomeMy WebLinkAboutV(B) Approval and Authorization of Forest Trails Subdivision Plat; and Authorization for Mayor and City Clerk to Execute PlatMayor
S. Scott Vandergrift
City Manager
Jim Gleason
STAFF REPORT
Agenda 7/20/04
I r% B
Danny Howell, District 1
'Scott Anderson, District 2
Rusty Johnson, District 3
Nancy J. Parker, District 4
TO: The Honorable Mayor and Board of City Commissioners
FROM: Alex Z. Nasser, P.E.
Staff Engineer
THROUGH: David A Wheeler, P.E.
Public Works Director
DATE: July 20, 2004
SUBJECT: Approval of Forest Trails Plat
ISSUE:
The Public Works Department requests that the Ocoee Mayor and City Commission approve the
plat for Forest Trails subdivision.
BACKGROUND/DISCUSSION
This plat is for Forest Trails subdivision, which consists of 120 unit single family residential
development with its associated roads and storm water management system serving the
development. Forest Trails is located on the north side of Clarcona-Ocoee Road, a quarter of a
mile west of Apopka -Vineland Road and directly across of Windstone subdivision. All required
documentation pertaining to the platting of this development has been reviewed and approved by
City staff.
The developer has posted a Performance Bond in the amount of 115% of cost of the uncompleted
work. The value of that bond is $610,000. This is a standard requirement in platting a
development prior to the completion of all construction. The two-year Maintenance Bond will
be furnished to the City at the time of Certificate of Completion.
RECOMMENDATION
Staff recommends that the City Commission approve the final plat of Forest Trails as submitted
and authorize the Mayor and City Clerk to sign the Plat.
City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761
phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us
0
S�'CTIO.NS 33 & 34 -- TO TV,NSHIP 2' SOUTH - RANCH' 28 EAST
CITY OF OCOF ,,NCYFL ORIDA
LEGAL DESCRIPTION:
Part of the Southwest Quarter of Section 34 and the Southeast Quarter of Section 33, Township 21 South, Range 28 East, Orange County, Florida, more particularly described as follows:
Commence at the Southeast corner of the Southwest Quarter of said Section 34; Thence run N 00°04'20" W, along the East line of said Southwest Quarter, 829.84 feet to the Northerly right of way line of Clarcona-Ocoee
Road and the Point of Beginning; Thence run along said Northerly right of way line, S 87'4637" W, 583.41 feet; Thence run S 88'31'16" W, 1238.33 feet to the point of curvature of a curve concave Southeasterly and having
a radius of 2960.00 feet; Thence run Southwesterly along the arc of said curve 1005.14 feet to the end of said curve, being subtended by a chord of 1000.31 feet and a chord bearing of S 7844736" W; Thence run S
69°03'55" W, 546.03 feet to the West line of the East Half of the Southeast Quarter of the Southeast Quarter of said Section 33; Thence, departing said Northerly right of way line, run N 00014,13" E, along said West line,
1009.87 feet to the North line of the Southeast Quarter of the Southeast Quarter of said Section 33; Thence run N 89'39'47" W, along said North line, 287.12 . feet to the Southerly line of abandoned CSX Railroad Corridor as
described in Official Records Book 4814, Pages 3830 through 3833, being on a non -tangent curve concave Southeasterly and having a radius of 1241.74 feet; Thence run Northeasterly along the arc of said curve and said
Southerly line 310.02 feet and through a central angle of 14''18'18" to the point of tangency, being subtended by a chord of 309.21 feet and a chord bearing of N 71°02'53" E, Thence run N 78`12'02" E, 369.54 feet to the
point of curvature of a curve concave Southerly and having a radius of 1878.36 feet; Thence run Northeasterly along the arc of said curve 300.27 feet and through a central angle of 09'09'33" to the East line of the
Southeast Quarter of said Section 33, said curve being subtended by a chord of 299.95 feet and a chord bearing of N 82'4648" E, Thence run N 00'17'1.8" E, along the East line of the Southeast Quarter of said Section 33,
also being the West line of the Southwest Quarter of said Section 34, 6.51 feet to a point on a non -tangent curve concave Southerly and having a radius of 1884.86 feet; Thence run Southeasterly along the arc of said curve
and said Southerly line of said abandoned CSX Railroad 276.65 feet and through a central angle of 08'24'35" to the point of tangency, said curve being subtended by a chord of 276.41 feet and a chord bearing of S
88'25'22" E, Thence run S 84'13'14" E, 444.64 feet; Thence run S 84°15'14" E, 1070.41 feet to the point of curvature of a curve concave Northwesterly and having o .radius of 1,457.39 feet, Thence run Northeasterly along
the arc of said curve 890.73 feet and through a central angle of 35'01 '05" to the East line of the Southwest Quarter of said Section 34, said curve is subtended by a chord of 876.93 feet and a chord bearing of N
78°14'14" E; Thence run S 00°04'20" E, along the East line of the Southwest Quarter of said Section 34, 806.88 feet to the Point of Beginning. Containing 62.23 acres more or less.
TRACT "r" �'T-7FT7T 9 0F .,'?
SIYEET 3 O.F 3
NOTES: Nu r gg, Uyly i uvucu:
1. � Denotes a Permanent Reference Monument (P.R.M) set in a 13. Tract "E", community recreation area, sholl be owned and maintained
4-inch by 4 inch Concrete Monument with a disk stamped P.R.M. by the Forest Trails Homeowner's Association, Inc.
- L.S. 4714 (unless otherwise noted)
14. Tract "F', passive recreation area, shall be owned and maintained by
2. 0 Denotes a Permanent Control Point (P.C.P.) set in the road Forest Trails Homeowner's Association, Inc.
with a disk stamped P.C.P. - L.S. 4714
15. Tract "0", landscape tract, shall be owned and maintained by the
3. Becrings shown hereon are based on the East line of the Forest Trails Homeowner's Association, Inc.
Southwest Quarter of Section 34, Township 21 South, Range 28
East being S 00`04'20" E. (Assumed Datum) .16. Tract "H", natural trail buffer, shall be owned and maintained by the
Forest Trails Homeowner's Association, Inc.
4. There is a 10.00 foot :utility and drainage easement along all
rights -of -way, a 5.00 foot utility and drainage easement along
17. Tract "I'. natural trail buffer, shall be owned and maintained by the
all side lot lines and a 5.00 foot utility and drainage easement
Forest Trails Homeowner's Association, Inc. There shall be an access
along the rear lot line of ail back to back lots and 7.50 foot
utility and drainage easement along the rear lot line of ail
easement over Tract "i" for the purpose of accessing the 20.00 foot
'
non -back to back lots unless otherwise noted. The land burdened
utility easement adjacent to the rear line of Lot 39.
by utility and drainage easements upon individual lots shall be
owned and maintained by the individual lot owners.
18. Tract "J", conservation area, shall be owned and maintained by the
City of Ocoee.
5. The 10.00 foot wall and landscape easement shown within lots 1
and 74 shall be maintained by the Forest Trails Homeowner's
19. Tract "K'; "L" and "M", 10.00 feet screen wall and landscape trocts,
Association, Inc. The Forest Trails Homeowner's Association, Inc.
shall be owned and maintained by the Forest Trails Homeowner's
shalt have access rights over Lots 1 and 74 for maintenance.
Association, Inc. The wall shall be maintained by the Forest Trails
Homeowner's Association, Inc. The Forest Trails Homeowner's
6. Per Chapter 177.091 (28) Florida Statutes: All platted utility
Association, Inc. shall have on access easement over the lots abutting
easements shall provide that such easements shall also be
the wall for the purpose of accessing said tracts to perform
lots. The
easements for the construction, installation, maintenance, and
maintenance on the side of the wall adjacent to the owners
'for
operation of cable television services; provided, however, no such
of lots abutting the wall sholl be' responsible maintaining the
construction, installation, maintenance, and operation of cable
landscaping between the lot side of the wall and the respective rear
television services shall interfere with the facilities and services of
lot line.
an electric, telephone, gas, or other public utility, in the event a
cable television company damages the facilities of a public utility.
20. Tract "N", open space, shall be owned and maintained by the City of
It shall be solely responsible for the damages. Such construction,
Ocoee.
installation, maintenance, and operation shall comply with the
National Electrical Safety Code as adopted by the Florida Public
21. The City of Ocoee is subject to the terms, provisions and restrictions
Service Commission.
of Florida Statutes, Chapter 163 concerning moratoria on the issuance
of building permits under certain circumstances. The City has no lawful
7. Access to Clarcona-Ocoee Road shall only be at the permitted authority to exempt any private enury, or itself, from the application of
roadway connectors to Clarcona-Ocoee Road as on the plat and such state legislation and nothing herein should be considered as such
as otherwise permitted by the City of Ocoee and Orange County. an exemption.
8. Access to
West Orange Trail is through Tract "F" and is hereby
22. A 5.00 foot fence easement is hereby
granted to the Forest
Trails
dedicated
to the City of Ocoee.
Homeowner's Association, inc. along the side and rear line of
Lots 22,
23, 86, 87, 88, 91, 108 and 109 as
shown hereon for the purposes
9. Troct "A';
dry retention pond 1 o, shall be owned and maintained
of construction and maintenance of a
fence along Tracts "E"
and "F"
by the Forest Trails Homeowner's Association, Inc.
This easement shall be coincident with
the 5.00 feet utility and
drainage easement referenced in Note
#4 above. Maintenance
of the
10. Tract "B"
has been intentionally deleted.
easement area shall be the responsibility
of the individual lot
owners.
11. Tract "C", dry retention pond 2, shall be owned and maintained
Prepared by: by the Forest Troils Homeowner's Association, Inc.
GRUSENMEYER-SCOTT & ASSOCIATES, INC. - LAND SURVEYORS
S 5400 EAST COLONIAL DRIVE - ORL.ANDO, FLORIDA 32807 12. Tract "D", lift station, shall be owned and maintained by orange
Phone (407) 277-3232 - Fax (407) 658-1436 County.
TILE 1,7' AzfA Z7
A u 1 iv tJ �..IiLJC�
LEGE
C
CHORD
C #
CURVE TABLE #
C.B.
CHORD BEARING
C.C.R. #
CERTIFIED CORNER RECORD
COR.
CORNER
CENTERLINE
D
DELTA
DE
DRAINAGE EASEMENT
E
EAST
FE
FENCE EASEMENT
iD
IDENTIFICATION
L
LENGTH
L #
LiNE TABLE #
LE
LANDSCAPE EASEMENT
N
NORTH
N.R.
NON -RADIAL
0. R.B.
OFFICIAL RECORDS . BOOK
P.B.
PLAT BOOK
PC
POINT OF CURVATURE
PG.
PAGE
PI
POINT OF INTERSECTION
PT
POINT OF TANGENCY
R
RADIUS
RP
RADIUS POINT
R/W
RIGHT OF WAY
S
SOUTH
SEC.
SECTION
TYP.
TYPICAL
UE
UTILITY EASEMENT
U&DE
UTILITY AND DRAINAGE EASEMENT
W
WEST
PLAT PAGE
BOOK
FOREST TRAILS
DEDICATION
KNOW ALL MEN BY THESE PRESENTS, That the corporation named
below, being the owner in fee simple 'of the lands described in
the foregoing caption to this plat, hereby dedicates said lands
and plot for the uses and purposes therein expressed and
dedicates the streets, access, drainage and utility easements
shown hereon to the perpetual use of the public.
IN .WITNESS WHEREOF, has caused these presents to be signed
and attested to by the officer named below and its corporation
seal to be affixed hereto on
Forest Trails, LLLP, a Florida limited liability limited partnership
(Corporate Name)
By: ------------__
Name: Igor Teplitsky
Title: General Partner
Signed and sealed in the presents of:
WITNESS--�--��- ---!
WITNESS:
STATE OF FLORIDA, COUNTY OF ORANGE.
THIS IS TO CERTIFY, That on _ _ before
me, on officer duly authorized to take acknowledgments in the
state and county aforesaid, personally appeared
of the above named corporation incorporated under the laws of
the State of Florida, to me known to be individuals and officers
described in and who executed the foregoing dedication and
severally acknowledged the execution thereof to be their free act
and deed as such officers thereunto duly authorized; that the
official seal of said corporation is duly affixed thereto and that
said dedication is the act and deed of said corporation.
❑ Affiant is personally known to me.
❑ Affiant produced the following type of identification:
❑ Affiant did take on oath.
❑ Affiant did not take an oath.
iN WITNESS WHEREOF, i have hereto set my .hand and seal on the
above date.
NOTARY PUBLIC
Commission Number: _
My Commission Expires:
CERTIFICATE OF SURVEYOR
KNOW ALL MEN BY THESE PRESENTS, that the undersigned, being
a licensed and registered land surveyor, does hereby certify that
on December 10, 2003, he completed the survey of the lands as
shown in the foregoing; plat or plan; that said plat is a correct
representation of the lands therein described and platted or
subdivided; that permanent reference monuments have been
placed or shown thereon as required by Chapter 177, Florida
Statutes; and that said land is located in City of Ocoee, Orange
County, Florida
Signature. . . . . . . . . . Date . . . . . . . . . .
Thomas X. Grusenmeyer Registration Number 4714
GRUSENMEYER-SCOTT & ASSOCIATES, INC. - LAND SURVEYORS
5400 EAST COLONIAL DRIVE - ORLANDO, FLORIDA 32807
CERTIFICATE OF AUTHORIZATION No. 4596
CERTIFICATE OF APPROVAL
CITY PLANNING DIRECTOR
EXAMINED
and
APPROVED . . . . . . . . . . . . . . . . . . .
City Planning Director Date
CERTIFICATE OF APPROVAL BY CITY ENGINEER
EXAMINED
and
APPROVED . . . . . . . . . . . . . . . . . , . . . . . . .
City Engineer Date
CERTIFICATE OF APPR"JAL
BOARD `OF CiTY COMMISSIONERS
THIS IS TO CERTIFY, That on . the
foregoing plat or plan: was approved by the Board of City
Commissioners of the City of Ocoee, Orange County, Florida.
City Attorney Mayor of Ocoee
Attest.
..........................
City Clerk
®o
CERTIFICATE OF COUNTY COMPTROLLER
I HEREBY CERTIFY, That i have examined the foregoing plat
and find that it complies in form with all the requirements
of Chapter .177, Florida Statutes, and was filed for record
on.................. ........
at . . . . . . . . . . . File No.
County Comptroller .
in and for Orange County, Florida
BY. . . . . . . . . . . . . . . . D.C.
CERTIFICATE OF SURVEYOR REVIEW FOR Cl
I HEREBY CERTIFY that I have reviewed the foregoing Plat
and find that it is in conformity with Chapter 177, Florida
Statutes.
City Surveyor's Signature Date
Print Name: . . ... . . . . . . . . . . . . . .
Company: . . . . . . . . . . . . . . . . .
Address: . . . . . . . I . . . . . . . . .
Registration No.: . . . . . . . . . . . . . . .
L (RIW VARIES) 63.00'
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L �3 0 -( ), SO�HERLY LINE OF
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(OPEN SPACE)
°1g.2 C132 100 YEAR FLOOD
5
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N 89 39 47 W 287.12 t ,, wLa4L132 L'i6 yr-11:nL43 .
LINE
BEARING
DISTANCE
L 1
N 84' 13' 10' W
76.92'
L2
N ,34' 13' 10' W
76.92'
L3
N 4' 13' 10" W
76.92'
L4
S 08' 18'56" E
81.44'
L5
S 08' 18'56" E
81.44'
L6
S 19'31'09" E
44.18'
L7 I
N 6'42'55' W
70.90'
t8
N 75'48'S0" E
14.49'
L9
N 30'48'00' E
28.98'
LIO IS
4'27'45" W
29.00'
Lit IS
04' 19'23" E
58.00'
L14 IS
76'3953" W'
14.53'
L 15
N 58' 19'23' W
28.5 1'
L18
N 20'5224" E
15.02'
L23
S 31' 14'05" E
12.41 '
L24
S 29'00'44" W
27.52'
L25
S 31'19'57" W
8.56'
L26
S .33'22'01 " W
24.16'
L27
S 3735'00" W
7.29'
L28
S •49'39'05" W
15.03'
L29
S 5326'46" W
20.41 '
L30
S •47'11'16" W
14.97'
L31
S •47'04'04" W
19.99'
L32
S ;57'45'04" W
20.70'
L33
IS 52'48'02" W
6.62'
L34
IS .30'0723" W
&63'
L35
IS 27.02'45" W
19.86'
L36
IS .33'04'41 " W
17.65'
L37
IS 34'56'58" W'
8.57'
L38
IS 39'5330" W
12.43'
L39
S 45'1 i 56" W
24.71'
L40
S 50'3532" W'
15.01'
L41
S 56'04'19" W
30.21'
L42
S 65'17'43" W
41.38'
L43
S 99'4324" W
2,5.68'
L44
N 67'07'48" W
22.39'
L45
N 66'04'51 " W'
19.54'
L46
N 71'30'45' W
18.02'
L47
N 71'26'03' W
15.60'
L48
N 69'02'46' W
18.16'
L49
I N 69'34' 14" W
11.12'
L50
IS 83-47'42 -' W
20.03'
L51
IS 75'37'55" W'
14.81'
L52
IS .49'50'18" W
1.75'
L53
S 11'06'48" W
7.57'
L54
S 01'00'27" E
12.52'
L55
S 0413'32" E
19.43'
L56
S 07'03'59" E
14.15'
L57
S 10'44'14" E
2.21'
L58
S 4229' 10" E
5.63'
L59
S 48'35'35" E
24.39'
L60
S 11'58'31 " E
23.88'
L61
S 10'56'41 " E
12.90'
L62
S 29'05'02" E
9.79'
L63
S 72'39'20" E
9.00'
L64
S 76'32'45" E
18.80'
L65
S 56'27'08" E
15.13'
L66
S 54'21 '07" E
8.38'
L67
S 44'35'21 " E
20.56'
L68
S 27'40'09" E
17.02'
L69
S 31'32'32" E
3.36'
L70
S 60'41'36" E
5.33'
L71
S 64'46'58" E
20.08'
L72
S 52'01'54" E
2?.80'
L73
S 41'00'58" E
15.43'
L74
IS 7-12'37" E
14.16'
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PG. 2602 & O.R.B. 6945, PG. 3833
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BUFFER AREA
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,fig 6 w S 5.20 0 °? o S 84' 2 06 _ „ -,- I i 78.44 75.Q0 75.00' 75.00' I { 75.00' 75.00
81 N 73• 0' rn j 2 N 95 w $ W 77.37' S 85'50' 12 W s3.82 ,c i 3 3 3 15.00' 3 3
'� rn 83.82' W �- - u� .1 i A �n '� o L82 �; 125' v' , „ '' a 9 9 P Cl 64 >ri S2g7 5 s w 5FE �o ;n o 3 _ ,n . ,c b � fl DE ky o :� o
A s c$ N 31 " E `� . C98 A o ,i "? o M o :'� o o o �r
0 �z� �,N " w 79'38,N.R.) X O c48 (N R') N " N � 8 7 N o �; 86 85 _ 84 83 N 82 N 81 �_ N St
0 16" �;S 77.56'41, W S 78•g3'16• g6.42' ( C50 �'' o ' :'� r^, o � 88 :v N 5.00' o~i Z w 5.00' N
L85 AS 1 p5 77.36 W io c`av .� Sri 8 9 t° N ") --I i FE o o ^ 0 7.50' z
r N 7• 0' 1 p3' w u� u�I . -' 9 0 b o" o FE z i o f z z z z
25'0 _ a, x w rn cn 0.14 q I -75.00 - _ 75.00'- - 75.L
ry _ i o 10.00' v> ► z
L87 51 0 N 9 ! 10 N N 6 � W U& -rg5� -C94-' N-78.44'--75.00'`--75.00'- -75.00'- N 88'05 25 E 911
L88 -4 ' �1 �° �' cr i4 ,n o +- -C96-
W " o� ` �$ �- Cs1 �' ^ C47--C97" Cos t (PC) 25.00' LAUREL BLOSSOM CIRCLE N s8•o5'25"
r ? 3 kg' 16 " A-- � cn ----- C 16_ - --- J N 88'05'25,. E
�0 7 5 00' Q N (Pr) w v1 - C105
co y 12 ncs ca -ClO6w - , 75.00'- 75.00 75.00'- 75.00 75.00'-
L92 52 No -C107` C52 - P/ C15 ...... �C77_.:- _C76- -75.00 - 75.1 3
w C38 () C35 _ C78 - 10.00 3 3 3 In -
L93 <�,, - (PC p ti 7 8.77 .. 3 0
» » m 7.50 8 75' Un 25.00' _,...C80- -C79- z z 3 3 cr U&DE ;n kr ,r�n� „ tmoo '� `t i 69
TRACT A �ti 76.2$'`��E- `� �^ 5 p' C81- ' Z Z N N �+ /+ 64 65 66 6 � 68 0
N q' 1 -' 2 �C82 70.00 o N cn G' c o 62 rJ 3 ;c i5 :c K° u7 cv �+ T
rn DRY RETENTION POND 1A 125.0 c,; w P! Z o -4 cn °'. V 1 i6 `' M N
.� ( ) () Cg3. D&UE_ N N 6 0 i.r " N ;c o ^ o ^
L96 11C 7.50•J 3 w Z U' S� .� 59.
o C36 N o ry cn �,, NCb .p. . c s cr
°j o 15.00 D.E. �+ P x 2g' ( cn 5 / awn` °; z z C120 75.00' 75.00'
L98 ,n 62.12 75.OA 75.00' 75.00' 75.00
L100 a N 76'28,46„ E m m,°''" �+ 55 N a 5V g w C117 C118 C119 ss¢a
w
-L101 j25.04 1v�w w co .s C115 C116 �.
L 102 £ o t° �, ACC 143 C114 ° w (pC» »
L103 L14 C113 �r 7$ 47'36
J 154 Lao m r�'� C112 J 000 3�> c �.- TRACT K
,L105
105 N C53 C22 C37 �' O 05 C D OEE (1 LANDSCAPE TRACTEN )
L &
L 107 tD 108 \ ' P1 L .� jry U. s L4gr
L108 C g6o 00 () /1 tJ V FOR C 82�)
R�2 A COS F wAY M�' NO. �9_
cO L 110 9 ° 7' 2 2 CLy � R R RIG,NT O FROJRC� SOUTHERLY R/W LiNE
L112 LIll C10 D g 2 W ��IES DOE) 2 �2Q0I� CURVE TABLE CURVE TABLE CONTINUED
L 113 L 133 I�Ow'
� f
13 (PT) -TRACT „ L „
( (10.00 SCREEN WALL &
LANDSCAPE TRACT)
NN
N N LINE TABLE CONTINUED LINE TABLE CONTINUED
o I s 6 W LiC4E
w .I F
i SpOj��R�
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
Prepared by:
GRUSENMEYER-SCOTT & ASSOCIATES, INC. - LAND SURVEYORS
•5400 EAST COLONIAL DRIVE - ORLANDO, FLORIDA 32807
Phone (407) 277-3232 Fax (407) 658-1436
LINE
BEARING
DISTANCE
L75
S 17'2343' E
19,98'
L76
S 05'04'18' E
19.28'
L77
S 05'24'13' E
10.86'
L78
S 28'29'02" E
12.11'
L79
S 28'4 J 27' E
22.76'
L80
S 04'4555' E
21.56'
L81
S 06'05'45' E
10.45'
L82
S 2349'05' E
15.36'
L83
S 22' 12'23' E
17.40'
L84
S 13' 1558" E
18.92'
L85
S 13'3031' E
13.19'
L86
S 15'2934' E
20.34'
L87
S 15'00'33' E
13.37'
L88
S J 1'48'53' E
10.78'
L89
S 12'2958' E
18.94'
L90
S 16'09'19' E
20.00'
L91
S 21'51'29" E
15.26'
L92
S 19'52 21' E
14.89'
L93
S 07'0439" E
13.01'
L94
S 00'4246" W
24.17'
L95
S 04'0041 " W
22.25'
L96
S 07'38'01 " W
11.58'
L97
S 14'5939" W
15.92'
L98
S 15'01'46" W
13.16'
L99
S 09*16*58" W
9.14'
L100
S 073948" W
13.76'
L 101
S 05'29'30" W
11.45'
L 102
S 02'43'52" W
11.65'
L 103
S 07'5422' E
9.97'
L 104
S 10'41 '33' E
21.96'
L 105
S 08'32'28" W
21.04'
L 106
S 04'34'06" W
7.31 '
L107
S 19'3629" E
6,71'
L 108
S .22' 19'46" E
9.86'
L 109
S 18' 14'16' E
27.10'
L110
S 5'32'17' E
8.89'
L 111
S 08'50'40" E
14.09'
L112
S 06*21'37" W
21.08'
L113
S 24'2135" W
19.81'
L 114.
S 20'56'05' E
10.00'
L115
N 29'43'42" W
54.94'
L 116
N 57'3757" W
99.43'
L117
N 47'5347" W
70.60'
L118
N 22'5425" W
105.go,
L119
N 00'07'17" W
31.70'
L 120
N 42' 19' 11 " W
36.45'
L 121
N 322351 " W
141.08'
L 122
N 16'31 '23" W
25.95'
LINE
BEARING
DISTANCE
L123
N 53'1655" W
6&38'
L 124
N 30'29'28" W
50.38'
L125
N 15'00'05" W
73.25'
L126
N 03'06'24" E
93.25'
L127
N 18'08'36" E
169.55'
L 128
N 29'3526" E
71.60'
L729
N 5333'54" E
61.94'
L 130
N 62'2328" E
100.27'
L131
N 82'33'59" £
149.18'
L 132
N 82'40'51 " W
1.15'
L133
N 69'0355" E
27.21'
L 134
N 69'03'55" E
41.28'
CURVE
DELTA
RADIUS
LENGTH
CHORD
CHORD BEARING
Cl
02'40'30"
1025.00'
47.85'
47.85'
N 14'51'29" W
C2
49'3348'
175.00,
151.38'
146.71'
S 08'35'11" W
C3
622445'
125.00'
136.16'
129.53'
S 6434.28" W
C4
22'31 '40"
475.00'
186.76'
185.56'
N 72'57'20" W
C5
30'13'06"
525.00'
276.89'
273.69'
S 76'48'03" E
C15
12'0356"
3125.00'
658.07'
656.86'
S 82'03'27" W
C16
06'2421"
3125.00'
349.38'
349.20'
S 8453'14" W
C17
05'3935'
3125.00'
308.69'
308.56'
S 78-51'l6" W
C22
88'22'21 "
35.00'
53.98'
48.79'
N 30'3957" E
C23
02*40*30"
1000.00'
46.69'
46.68'
N 74'51'29" W
C24
49'3348"
200.00'
173.01'
167.67'
S 08'35'11 " W
C25
62'2445"
150.00'
163.40'
155.44'
S 643428" W
C26
22'31'40"
500.00'
196.59'
195.33'
N 7257'20" W
C27
30'13'06"
500.00'
263.70'
260.66'
S 76'48'03' E
C35
11'08'29"
3100.00'
602.86'
601.85'
S 82'31'10" W
C36
90'28'10"
25.00'
39.47'
35.50'
S 31'4251' W
C37
89'19'54"
35.00'
54.57'
49.21'
S 58,11,11, E
C38
88'47'04'
25.00'
38.74'
34.98'
S 58'40 31 " E
C39
01'5444'
1050.00'
35.04'
35.04'
N 15'14'22' W
C40
493348"
150.00,
129.76'
125.75'
S 08*35'11' W
C41
62'2445'
100.00,
108.93'
103.62'
S 64'34'28" W
C42
22*31'40"
450.00'
176.93'
175.80'
N 7257'20" W
C43
30'13'06'
550.00'
290.07'
286.72'
S 76'48'03' E
C46
05'30'13"
3150.00'
302.57'
302.45'
S 85'20'18" W
C47
89'05'52"
25.00'
38.88,
35.08'
S 5251'52' E
C48
48' 11 '23'
25.00'
21.03'
20.41 '
S 15'4645' W
C49
276'2246"
50.00'
241.19.
66.67'
S 81'41'04" W
C50
48' 11 '23'
25.00'
21.03'
20.41 '
N 32'2438" W
C51
89'05'52"
25.00'
38.88'
35.08,
N 36' 13'59" E
C52
03'50'59"
3150.00'
211.64'
211.60'
S 78'5126" W
C53
81'3738"
35.00'
49:86'
45.75'
N 34'02'18" E
C54
06'4443"
35.00,
4.12'
4.12'
N 10'0852" W
C55
18'18'48"
200.00'
63.93'
63.65'
S 07'02'19" E
C56
18'54'32"
200.00'
66.00'
65.71'
S 11'3421 " W
C57
12'20'28'
200.00'
43.08'
43.00'
S 271 1 '51 ' W
C58
0254 20"
150.00'
7.61'
7.61'.
S 34*49,15" W
C59
07'4542'
150.00'
20.32'
20.30'
S 40*09'17- W
C60
13'02'45"
150.00,
34.15'
34.08'
S 50'33'30" W
C61
13'23 58"
150.00,
35.08,
35.00'
S 634652' W
C62
22'14'57"
150.00'
58.25'
57.88'
S 81'36'20" W
C63
03'03'02'
150.00,
7.99'
7.99'
N 85'4441 " W
C64
07'03'43'
500.00'
61.63'
61.59'
N 80'41 ' 18" W
C65
-08'01 '51 '
500.00'
70.08'
70.02'
N 73'08'32" W
C66
07'26'06'
500.00'
64.88'
64.84'
N 65'2433" W
C67
00'1455'
500.00'
2.17'
2.17'
S 61'48'57" E
C68
10'41'48"
500.00'
93.35'
93.21'
S 67'17'19" E
C69
10'36'50"
500.00,
92.62'
92.49'
S 77-5638" E
C70
OW39'32"
500.00'
75.56'
75.49'
S 87'3449' E
C76
01'15'46'
3100.00'
68.32'
68.32'
S 87'2732' W
C77
01'25'48'
3100.00'
77.38'
77.37'
S 86*06*45" W
C78
01'2548"
3100.00'
77.37'
77.37'
S 84'40'56" W
C79
01*25*48"
3100.00'
77.38'
77.37'
S 83'15'08" W
C80
01'2548'
3100.00'
77.38'
77.37'
S 81'49 20" W
C81
01'2548'
3100.00'
77.38'
77.37'
S 80-23#31" W
C82
01'2.5'48"
3100.00'
77.38'
77.37'
S 78-57'43" W
C83
0VI 7'53'
3100.00'
70.23'
70.23'
S 77'35'52" W
CURVE
DELTA
RADIUS
LENGTH
CHORD
CHORD BEARING
C84
28.3833"
150.00'
74.99'
74.21'
S 01'5227" E
C85
20*55*15"
150.00'
54.77'
54.47'
S 225427" W
C86
05'3452"
450.00'
43.83'
43.82'
N 81'2544" W
C87
12'06'34"
450.00'
95.11,
94.93'
N 72'35'01 " W
C88
04'50'14'
450.00'
37.99'
37.98'
N 64'0637" W
C89
04'22'01 "
550.00'
41.92'
41.91 '
S 63'5230' E
C90
08,50,19"
550.00,
84.84'
84.76'
S 70'28'40" E
C91
08*23'17"
550.00'
80.52'
80.45'
S 79'05'27" E
C92
07'50'44"
550.00'
75.31'
75.25'
S 87'12'28" E
C93
00'4645"
550.00'
7.48'
7.48'
N 88'2847" E
C94
01'27'50"
3150.00'
80.47'
80.47'
S 87'21'30" W
C95
01'2759'
3150.00'
80.6 '
80.61'
S 855336" W
C96
01 '21 ' 12"
3150.00'
74.41 '
74.41 '
S 8429'00" W
C97
01'13'12"
3150.00'
67.07'
67.07'
S 83'11'48" W
C98
00'38'08"
50.00'
0.55'
0.55'
N 39'33 23" E
C99
54'26'09"
50.00'
47.50'
45.74'
N 12*01 *14" E
C100
5329'15"
50.00'
46.68'
45.00'
N 41'56'28" W
C101
40'5829"
50.00'
35.76'
35.00'
N 89'10'19' W
C102
40'58'29"
50.00'
35.76'
35.00'
S 49451'12" W
C103
83'32'44"
50.00,
72.91'
66.62'
S 12'2424" E
C104
02'1933"
50.00,
2.03'
2.03'
S 55'20'33" E
C 105
01' 13'0 "
3150.00'
66.96'
66.96'
S 80" 10'23" W
C106
01'21'12'
3150.00'
74.41'
74.41'
S 78'53'14" W
C 107
01' 16'4 "
3150.00'
70.27'
70.27'
S 77'34' 17" W
C108
01'4421"
2970.00'
90.15'
90.15,
S 73"58'09" W
C109
04'02'04"
2970.00'
209.13'
209.03'
S 71"04'57" W
Cl 12
01-05'33"
2970.00'
56.63'
56.63'
S 77"41 '55 W
C113
01'2557"
2970.00'
74.25'
74.25'
S 78'57'40" W
C114
01'2557"
2970.00'
74.25'
74.25'
S 80'2336" W
C115
01'25'57"
2970.00'
74.25'
74.25'
S 81'49'33" W
C716
01'2557"
2970.00'
74.25'
74.25'
S 83'15'29" W
C717
01'2556"
2970.00'
74.25'
74.25'
S 84'41'26" W
Cl18
01'2557"
2970.00'
74.25'
74.25'
S 86"07'22" W
C119
01'26'02'
2970.00'
74.33'
74.33'
S 87'3322" W
C120
00'1454"
2970.00'
12.88'
12.88'
S 88'23'50" W
C121
81'34'17"
35.00'
49.83'
45.73'
S 62'0359" E
C 122
09'30'48"
1870.36'
310.55'
.310.20'
N 8W58'38' W
C123
00'5927"
1870.36'
32.34'
32.34'
N 84"4257" W
C124
02'29'2 "
1870.36'
81.30,
81.30'
N 86"2723" W
C125
02'1753"
1870.36'
75.02'
75.02'
N 8W51'03" W
C126
03'44'02"
1870.36'
121.89'
121.87'
S 88"0759" W
C130
01'13'13"
1878.36'
40.01'
40.01'
S 86'4458" W
C131
07'56'20"
1878.36'
260.26'
260.05'
S 82'10'12" W
C132
11'0948"
1241.74'
241.94'
241.56'
S 69'28'38" W
C 133
01' 11 '47"
1241.74'
25.93'
25.93'
S 75'3926" W
C134
01'5642"
1241.74'
42.16'
42.15'
S 77"13'40" W
C135
11*2224•"
2960.00'
587.57'
586.61'
S 82'50'05" W
C136
01'09'13"
2960.00'
59.59'
59.59'
S 76'34'16" W
C137
01'0833"
2960.00'
59.0 '
59.02'
S 75'2524" W
C 138
05'47' 12"
2960.00'
298. 95'
298.83'
S 71 "57'31 " W
C139
11'22'09"
2970.00'
589.33'
588.36'
S 82"50'13" W
C140
05'46'2 "
2970.00'
299.28'
299.1 '
S 71'57'07" W
C143
07'4537"
35.00'
4.74'
4.74'
S 17'24'02" E
L
VARIES) , e
?RIDOR ( " F TRACT" 330-3833) �N 7 So 1 1 C12? d
` S 84015' 14„ E _ _(PASSIVE RECREATION "AREA) » » , C $• \
11009 64'"`..,---��,>.�070 4 > ' So.oa' RA CTLI _ ,� » 0 �7 6. 9
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BANDONED CSX (pC) (DRY RETENTION POND 2) 39' L� 9 TRACT " H" '
TRAC2? " I" RAILROAD Sr.72 D-36001 ' 05" R-1457 �
rn 9.06 S 88'31'20" W 600.00' (NATURAL TRAIL BUFFER) N c0 w w�
(NATURAL TRAIL BUFFER) -26.28' " 600.00' o
d--15.00' S s8'3f 20 w TRACT » C" M � U
S 88.05,25" W 750.00 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 2 j vwi
75.00' 75.00' t I 3 3: 3 's (DRY RETENTION POND 2) O
0 75.00' 75.00 t t-- 3 3 z R c�
75.00' 75.00' w 5.00' w..t - t 5.00 F It
t o- 0' o 0
SEE NOTE
75.00 w wo- o r
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-75.00 ",-75.00'-75.00'".52.02 - Cyr, N R
- - 7 75.00' J 7`�•00'- `75.Oa'`-75.00-'�-^ S 88'31 20 W 664.96� J 25.00 C, \ N 89554" E p
75.00 75.00 75.00'- - 5 00 - T 25.00� (PC) C� 8 (PT) J - S 88*31'20" W 664..96 154.67' co
S 88.05 26 W 774.14 25.00 (PC) P�� na
S 88'05'25" W 774-114' �p 25.00' S 88131'20" W 626.51' LAUREL BLOSSOM CIRCLE
- > 88'0525" W 738.78, LAUREL BLOSSOM CIRCLE (PIC Crycy 69.49'- 81.18'--81.t8'--81.18'--81.18'-�-81.18'--8i.t8'--69.94-C20 (PT) 00 4
-75.00'- -7�•0� --75.00'- -E71.26 C44 Cj 1 I ( - 3
--75.0006
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- ''-75.00'- -75, 00'- _. ( 7.50' _! I 15.00'3 f 0.00' I _ U&DE t i
�--75.00'- t DE �otl. ^ o ^ o b I m � � N 89'55 44 E �
�2'--7.,.00 - I 15.00' I I 3 1 3 z.. U&DE o- o a n o �r '� �+ o 0 0 0 135.01,
t t( 7.50' -t3 3 I-- DE 3: 15.00' 7.50 A t i DE °io o o b o a o Oo 0 d t� ro '� ry o, N
? 5.00 - +I 15.00' I -- 7.50 DE DE I `t o raj o o a a ro o u0i " 9 2 5 ! 2 V / N d 0 0 0 0
DE tcs � o DE u1 o "� o '� "� I!� o� 1 0� o 1 1 9 -* / 2 0 I c•' I'� 0 7 2/ �t N T" °j N! 4 °� G o O c� 0 / J o O
uj L6 ;V N O O `
c I r•- f f O M o s i N u i + N " N M N N N
O Ms O/ / G d tfi // n 1 6 ;n N N •" N ` N O"_O L)� O O" O O O z I r\ n
N 2, tri ;� F 7 7 4 ,� t o f .� 7.50' o o o �d z z z N 88'31'20" E 2 Z �r
yy_ _ C �o i _ 15.00' , z co 0 0 ,
G^ o t 4 7.50 z DE z 15.00' z (.- 7.50' I N N 94.49' 81.18' 81.18 ( I 81.18 81. f 8' 81.18' 81.18' 92.50� 13r 3I 3 ( N 89'S544" E O
o
z z z �7.50 -z i z 7.50' 7.50"i DE 80.56' 80.56' 80.56' 80.56' 94.98 I I 135.01' p
7,50' 7...0 C.
88'051 W 7.50' 95.5f' i 3 ; 94.49' 81.18' 81.18'
�y 75.00' 75.00' 3 3 i co
y 90' yr_ 75.00' 75.00' 75.00' !� �• 3 3: R p 1 2 �ci rn
�0' 75.00' 75.00 75.00' �-- 7.50" A c7 0 29
Flo- �� a o^ o.. o o boa oi�
rnoo a o o- OQ d o :rg vo 00 o f
3 3` a - x •- 4. Vt 4• O O O (Cp ro O O -1 d O O O 0 0 O 5
+o - 'n ' r" '� o r o 0 o ro �ci / ! N �i N �i N 89'5� 44" E
3 _ a O !7 O ob o0 0.+N of 1 iri N J ( Z Z Z
I DE 1n . o g !"� o tl o �i;� o .v ,� tri ! 33 ^ 7 32 70.00' _, 0 135.01'
I� - 9 3 6 °0 st7 N N N
�g G �i '�� 3 15 ���G N3� 934 N Q� o� o Pc
Tn ^ o ui u� N 1 - o" o "- U&DE J )
r �f �/ Qf �f
N� M O 8 3 M O S2 d G Q d 1'0 /1 / 9 N / IJ ;n N C/ ._ N e. 10.00' I G Oi O O 7.50' ? N
r�lI `n N � O G" (> 0_ o, O" o o U&DE � 2 `�s�z z 10.00' z Z z z z C21
Na _ i o o T O z z z C45� .. C18- U&DE-81.18'--80.56'`-80.56'` `80.56'` `80.56'--67.51' C73
0 7.50' z z z o G 69.49'--"'81.18'
z z 2-75.00' --75.00' - 69 76' L6 4i +- -^ N 88'3i 20 E 621.80 25.00
�� 11 1-7;5.00'--75.00,- -75.00'- - -- N �a N 88'31'20" E 660.05'
00'-0'- _75.00'- 75.00- 25.00", (PT) C 2 C 1(PC) - 25.00 (PT) / 3'
N 88'0525 E 918.34' r C14 �13
M G'IRG'j,L' N 88'05'25" E 95l^_20 ___ 25.00 LAUREL BLOSSOM CIRCLE N 88'31'20" E 607.11' C��� a���a'�,
---�+� C34-75.00'--75.00'- 75.00'--75.00'--75.00--75.00'- 14.61' w o?•°a
- N 8r 05'25" E - 902.08' (P!) 67.50'--75.00'- 10.00
rr
fn
75A0'- 68.31'- -3 C31 w W ��
75.J00'7
- 75.0( 3: 10.00 LE ,� w w w U&DE L x RAJ
T5.00'- 75.00'- 10.00 LE o I' (SEE DETAIL) _ _ 0 0 1 0 0� �n - 1 0
75.00'- 3: 10.00 s (SEE DETAIL}a ;,� r. O C� O ^ 0 N 0y c»h=� 1'��._.,,. , :. D oqU&DE ao o, 6.00' UE . N : r co �? ro t� t�� ti_ s iYi to ;V O � OI N f N � � /% Cp � O p (� ;V Qs l N 70 C � NC:^M N "'� N N 00 Lq N ! sA N 2 nl " N M T :V '\� ^ a *-75'
07 68V) o0 69 -4 N�; 72 Y o 73 _ � 74 s� N� �.� I o o a o 006 '�`�° 'r'o "' O O C11O z C128 V, N N 87.46*37 E ]26.88'
NN o o z G z z L16 11.12' 75.01' 92.92'71
'�Ct11 �L12 N 88'3]']6" E ?5.01' 75:07'N 88'31�'16' E 75.00' 75.00' S7.56' C33 C32 �r? 57.5675A0 75.00' 63.88' 75.01' NORTHERLY R/W LtNE
75.00' 75.00' 7 .75.00' 775.00' 75.00' 9 S -8 7 0 46' 3 7" W 583.4 9 '
_ r. ,
S 88 31' 16" W . 1238.33 (P!)
TRACT " G" TRACT M
-- ' SCREEN
TRACT " Il " (LANDSCAPE TRACT) (10.00
LANDS APE TRACT) WALL &
(10 00' SCREEN WALL & (SEE DETAIL A') O C� 1 J1 P n A
ro
0
LANDSCAPE TRACT) C11A1 fv G t!. V
EAST LINE OF THE S.W. 1/4 3
(R/W VARIES PER RIGHT OF WAY MAP FOR CLARCONA-OCOEE of SEC. 34-21-28
ROAD, DATED 12-2001, PROJECT No. Y9-821) N
S.W. COR. OF S.E. 1/4 ' S.W. COR. SEC. 34-21-28 0
`-SOUTHERLY R/W LINE OF SEC. 33-21-28 & S.E. COR. SEC. 33-2 t -28 0
REC 6 6 CM NO /D o
P.O.B.
UNPLATTED
UNPLATTED
REC. 6 W CM (NO ID) C.C.R. #0024925 ) z P.O.C.
W LINE C.C.R. #065677 S 89'58'04" W 2649.22' S 89,59,53" W 2652.44' S OF SEC. 34 21-28 4
REC. 6 x6 CM (NO ID)
r-- C.C.R. #065678
GRAPHIC SCALE
100 0 50 100 200
IN FEET )
1 inch = 100 ft.
Prepared by:
® GRUSENMEYER-SCOTT & ASSOCIATES, INC. - LAND SURVEYORS
I e % 5400 EAST COLONIAL DRIVE - ORLANDO, FLORIDA 32807
. Phone (407) 277--323?_ Fax (407) 658-1436
I I DETAIL "A" 1 " • = 20' I
N 88'31 '20" E
10.00'
I
I
(
ti o
4
i w
I
74 I ,�
I �
a
�I
z
I O
a
C144�C145
10.1'
75.00' 75.00
CLARCOMA -- 000EE RIT4
(R,/W VARIES
ADI � 2001 PR OF WAY
� CT No. Y821P FOR ) -OCOEE
RO, DATED 12
N 88'31'20" E
10.00'
C142 -�
I I
36.50' 28.50'
I I^
N
I I�
N
Iw
w
w 3 L Io1
C�
N F� 'O�p N p
(� ;1 o co I I ,0a
o r�ti o
15 I $ I z
z lol
I �I
I I
28.50' I I
36.50' /V 7T3g3Q" 6.00'I --
C141 23s' C746� C147
10. 4
,SyHE1.1 T 3 OF 3
LINE TABLE
LINE
BEARING
DISTANCE
_
L12
N 88'31'20" E
14.50'
L13
N 43'30'30" E
28.42'
L 16
S 88'3 t 20" W
14.53'
L 17
N 46'2757" W
28.38'
L 19
N 88'31 20" E
.00'
L20
N 88'31 20" E
1 14.10'
L21
INTENTIONALLY OMITTED
L22
INTENTIONALLY OMITTED
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
CHORD BEARING
C6
00'2555"
3525.00'
26.58'
2&58'
S 8'18'22" W
C7
00'14'39"
3525.00'
15.03'
15.03'
S 88'1244" W
C8
00'11'16"
3525.00'
11.56'
11.56'
S 88'25`42" W
C9
91'2424"
50.00,
79 77'
71,57'
N 45'46'28" W
CIO
88'35'36"
50.00'
77.31 '
69.84'
N 44' 13'32" E
C11
00'12'19"
3225.00'
11.56'
11.56'
S 88*25'11" W
C12
00'13'36"
3225.00'
12.76'
12.76'
S 88,12,13" W
C13
00'1252"
3225.00'
12.07'
12.07'
S 88.24'54" W
C14
00'13'04"
3225.00'
12.25'
12.25'
S 88'11'56" W
C18
90'00'00"
25.00'
39.27
35.36,
S 46'28'40" E
C19
90100'00"
25.00'
39.27'
35.36'
S 43'31'20" W
C20
91.2424"
25.00'
39.88'
35.79'
N 45'4628" W
C21
883536"
25.00'
38.66,
34.92'
N 44'13'32" E
C28
00'2555"
3550,00'
26,77'
26.77'
S 88'18'22" W
C29
91'2424"
75,00'
119.65'
107.36'
N 45'46'28" W
C30
88'3536"
75.00'
115.97'
704.76'
N 44'1332"
C31
90"00,00"
25.00'
39.27'
35.36'
S 43'31'20" W
C32
90'00'04"
35.00,
54.98,
49.50'
S 46'2842" E
C33
89'59'56"
35.00'
54.98'
49.50'
N 43'31'18" E
C34
90'2555"
25.00'
39.46'
35.49'
N 46.41'38" W
C44
90'2555"
25.00'
39.46'
35.49'
N 46'41'38" W
C45
8934'05"
25.00'
39.08'
35 22'
N 43'18'22" E
C71
48'5728"
75.00'
64.09'
62.15'
N 66'59'56" W
C72
42'2655"
75.00'
55.57'
54.30'
N 21'1744" W
C73
17' 1836"
75.00'
22.66'
22.57'
N 0835'01 " E
C74
2659'12"
75.00'
35.33'
35.00'
N 30'4356" E
C75
44'17*48"
75.00'
57.98'
56.55'
N 66'2226" E
C110
08'0235"
35.00,
4.91'
4.91'
N 02'3238" E
C111
81'5721"
35.00'
50.06'
45.90'
N 4732'36" E
C 127
11 *23'29"
1472.39'
292.74'
292.26'
N 66'4457" E
C 128
08'05'47"
35.00'
4.95'
4.94'
S 05'31 34" E
C129
81'54'17"
35.00'
50.03'
45.88'
S 50'31'36" E
C 141
180'0 '00"
7.50'
23.56'
15.00'
N 88'31 '20" E
C142
180'00'00"
7.50'
23.56'
15.00'
S 88'31'20" W
C 144
11 * 1747"
25.00'
4.93'
4.92'
N 04' 1O'l 4" E
C 145
08'02'35"
35.00'
4.91,
4.91'
N 02'32'38" E
C 146
08'05'47"
35.00'
4.95'
1 4. 4'
S 05'31 '34" E
C 147
11 *22' 19"
25.00'
4.96'
4.95'
S 07'09'49" E
C 148
DO' 14' 14"
3550.00'
14.71 '
14.71 '
S 88' 12'32" W
C149
00'09'41 "
3550.00'
10.00'
10.00'
S 88'24'30" W
C150
1 00'02'00"
3550.00'
2.07'
2.07'
S 88'30'20" W
.DETAIL "B" 1 „ = 20'
WEST ORAArGR T
ABANDONED CSX RAILROAD (CORRIDOR lw S)
(PARCEL 125A, Q,R B.
4814, PG: 3830_3833)
S 84'15'14" E
TRACT "I"
(NATURAL TRAIL BUFFER)
TRACT "H"
(NATURAL TRAIL BUFFER)
TRACT " C"
w
3:
(DRY RETENTION POND 2)
to
,
g
;v
o
�
O
z
TRACT "F"
(PASSIVE RECREATION AREA)
S 88.31 '20" W _ _50.71 -
-
UTIUTY EASEMENT -
N 88'31 '20" E 27.10'
3r 3:
o TRACT D
(LIFT STATION) N N
O O
23
z Z
L20 Lt9
S
22
00
It
W
3
e
u� UTILITY
coo
EASEMENT
N
;n
0
0
.�
.do' UTILITY
N
N EASEMENT
O
O
z
a
C15�10.30' C 148 " C 149 12.93'
LAUREL BLOSSOM CIRCLE