HomeMy WebLinkAboutItem 05 Consideration of Plat Approval for Windstone at Ocoee – Phase 2.A
Centex of (Good Lip
AGENDA ITEM COVER SHEET
Meeting Date: May 3, 2005
Item # 5
Reviewed By:
Contact Name: Alex Z Nasser, P.E. Department Director:
Contact Number: (407) 905-3100 ext. 1507 City Manager:
Subject: Plat Approval for Windstone at Ocoee -Phase 2
Background Summary:
This plat is for Windstone at Ocoee -Phase 2, which consists of a 64-unit single-family residential
development.
Issue:
The Utilities/Engineering Department requests that the Ocoee Mayor and City Commission approve
the plat for the Windstone at Ocoee -Phase 2 subdivision.
Recommendations
City Staff recommends that the City Commission approve the final plat of Windstone at Ocoee -
Phase 2 as submitted and authorize the Mayor and City Clerk to sign the plat.
Attachments:
Mylar Plat with 10 copies.
Financial Impact:
Type of Item:
Public Hearing
Ordinance First Reading
Ordinance First Reading
Resolution
Commission Approval
Discussion & Direction
For Clerk's Dent Use:
❑ Consent Agenda
❑ Public Hearing
❑ Regular Agenda
❑ Original Document/Contract Attached for Execution by City Clerk
❑ Original Document/Contract Held by Department for Execution
Reviewed by City Attorney Se-e- a ac eQ( x s ❑ NIA
Reviewed by Finance Dept. �- ® N/A
Reviewed by (Planning , ,►� �j ❑ N/A
Mauer renter of Good Li
y Commissioners
S. Scott Vandergrift DannYHowell. District 1
Scott Anderson, District 2
City Manager Rusty Johnson. District 3
Robert Frank Nancy J. Parker, District 4
STAFF REPORT
TO: The Honorable Mayor and City Commissioners
FROM: Alex Z Nasser, P.E. apvA
DATE: May 3, 2005
RE: Windstone at Ocoee -Phase 2 Plat
ISSUE
The Utilities/Engineering Department requests that the Ocoee Mayor and City Commission approve
the Windstone at Ocoee -Phase 2 Subdivision.
BACKGROUNDMISCUSSION
This plat is for Windstone at Ocoee -Phase 2, which consists of a 64 unit single-family residential
development. Windstone at Ocoee -Phase 2 is located on the south side of Clarcona-Ocoee Road,
just a quarter mile west of Apopka -Vineland Road. All required documentation pertaining to the
platting of this development has been reviewed and approved by City staff.
The developer has posted a Letter of Credit in the amount of 115% of cost of the uncompleted work.
The value of that amount is $191,245.00. 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.
Apr-22-05 04:09pm From -Foley & Lardner 407 648 1743 T-018 P-002/002 F-341
-a4/22/2005 15:15 4076567835 ENGINEERING PAGE 02
Ccata a coed
AGENDA ITEM COVER SHEET
Meeting Date: Maur 3, 2i)05
ftem
Reviewed By.
Contact Name: Alex z Nasser P.E. Department Director:
Contact Number: 4q) 9qa-3100 exx. 1507 City Manager.
gW*ground Summary.
This plat is for Windstone at Ocoee -Phase 2, which consists Of a 64-unrt single-family residential
developmient
Issue!
The Ubliti ngineedrig Department requests that the Ocoee Mayor and City Commission approve
the plat lbr the Windstone at ocoee-Phase 2 subdivision.
Recommendations
City Staff recommends that the City Commission approve the final plat of Windstone at Qcvae-
phase 2 as submitted and authorize the Mayor and City Clerk to sign the plat.
Attachments:
Mylar Plat with 10 copies,
Financial Impact~
Type Of Item:0
Public Hoaring
ordirrdnr,e FhV Pleading
ordinance First RsBding
Resolution
Commission Approval
VmCWssion & Dkectbn
far Clerks Dot lam'
❑ Conso tAgenda
Public Hearing
p Regu}ar AgVXW
Q cftinai OocurnerrtlCorrtr d Attached for Execution by City CICA
l] original D=rnent/ContfBat H b De f Execution
[] Reviewed by City Attorney ® N/A
Reviewed by Fironce Dept a N/A
Reviewed by (Planning)
SHEET 1 OF 3
WWDSTONE OGOEE-PHASE
H RANGE
LYINGSECTIONSou
-S.
3 AND 34, T NSHP 2:1N
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CITY OF OCOEE, ORANGE COUNTY,FLORIDA
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33
34
z
Noe IL
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CLAR60NAL:OCt E. 0
a
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Q
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�YLAT
.;PERSONALLY. KNOWN 16*,M!��:q� -.�WO At IDENTIFICATION,
K EY, M A P D �kb: THE
LOCATION.MAP.-As: THE INDIVIDUALS AND:OPFICERS DESCRIBED IN AND WHO Extcu'
FOREGOING DEDICATION AND SEVERALLY ACKNOWLEDGED THE EXECUTION THEREOF
.q
TO BE THEIR FREE ACT AND DEED AS SUCH OFFICERS THtkEUNTO DULY
NOM AUTHORIZED; THAT THE OFFICIAL SEAL OF SAID CORPORATION IS DULY AFFIXED
1. BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED BEARING OF N89'56'52"W THERETO; AND THAT THE SAID DEDICATION IS THE ACT AND DEED OF SAID
ALONG THE SOUTH LINE OF THE SW 1/4 OF SECTION 34-21-28 AS SHOWN HEREON. CORPORATION AND WHO DID NOT TAKE OATHS;
2. 'THE FOLLOWING TRACTS SHALL BE OWNED AND MAINTAINED BY WINDSTONE AT IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL ON THE
OCOEE HOMEOWNERS ASSOCIATION, INC. ABOVE DATE
TRACT "A" (
RETENTION TRACT) LAND DESCRIP'nON.
TRACT "Bf: C NSERVATION TRACT) kf frey A. Sedloff
A PORTION OF SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY,
TRACT "H' LANDSCAPE MEDIAN) '-`%'--Commission #DD228303
TRACT Y (LANDSCAPE MEDIAN) FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: NOTARY PUB N Expires: Jul 01, 2007
3. NAME: Bonded Thm
THE CITY IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF F.S. COMMENCE AT THE SOUTH 1/4 CORNER OF SAID SECTION 34, THENCE NORTH 89-56'52- WEST, Atlantic Bonding Co., The.
CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER 1389-09 FEET ALONG THE SOUTH LINE OF SAID SECTION 34 TO THE POINT OF BEGINNING; THENCE MY COMMISSION EXPIRES.
CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY CONTINUE NORTH 89'56-52- WEST, 1263.23 FEET ALONG SAID SOUTH LINE TO THE SOUTH CORNER
PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND COMMON TO SECTIONS 33 AND 34. THENCE NORTH 89-58-05" WEST, 662.23 FEET; THENCE NORTH
NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 00'05'46" EAST, 245.17 FEET, THENCE NORTH 69*3326" EAST, 919.85 FEET TO A POINT ON THE ARC CERTIFICATE OF SURVEYOR
ES, ALL PLATTED UTILITY OF A NON -TANGENT CURVE (RADIAL LINE THROUGH SAID POINT BEARS SOUTH 14-17'40- EAST); C NS -D
4. PURSUANT TO CHAPTER 177.091(28). FLORIDA STATUTES, KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNEDEINO THENCE EASTERLY ALONG THE ARC OF SAID NON -TANGENT CURVE, BEING CONCAVE TO THE SOUTH,
EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, S OF 22.40-00 FEET, A CENTRAL ANGLE OF 08'18'46", AN ARC DISTANCE OF 412.04
MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES, PROVIDED, HOWEVER,. -NO. HAVING A RADIUS dT BFR:-07,*-
AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY 16-
LAST THREE(3) COURSES DESCRIBED BEING
SUCH CONSTRUCTION. INSTALLATION MAINTENANCE AND OPERATION OF CABLE TELEVISION FEET; THENCE NORTH 88j'30'3V EAST, 736.94 FEET (THE
OAD); THENCE SOUTH 2002, HE COMPLETED THE SURVEY OF THE LANDS AS SHO%t4`I4`4ifH RCREGOiNG
SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, COINCIDENT NTH THE SOUTHERLY RIGHT-OF-WAY OF CLARCONA-OCOEE R
J" lf
TELEVISION Ov� THENCE -NORTH 88'30'30" • EAST, 17i88- FEET' THENCE SOUTH 00*03'08" COkRECTZ-,.
TELEPHONE, OAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVI. 9'36" EAST, 190.00 FEET, Ti..... PLAT"'OR PLAN; THAT SAID PLAT IS A TRUE AND
t
-ANDS THEREIN DESCRIBED AND PL t
'%-05 F WE
ES THE FACILITIES A. P WE 'tkt SOUTH 00'03'08 WEST
t-ET; THN.CE NORTH-�'--0765-52 WEST, 25.98 FEET- THENCE
DAMAGES UOLIC . bftrry IT SHALL BE SOLELY WEST, 2 -ATTED OR SUBbIMMM AN N
C THE L
-8 155
'E -ABI 'ENCE SOUTH 00*03#08" WEST, 35.61 .....
HE 4 EET' TREH�E 14
Ah ES-- APPLY TO ANY PRIVATE 18&76 r" 0 2 ST, 7&00 F E; T
FOR TH THE `-SHAL
RESPONSI Le NORTH t
-S HAVE SEEN PLACO OR SHOWN.' -THER
-VA-iPARTICULAR ELtbTRIC TELEPHONE,
FEET TO THE POINT OF BEGINNING. REFERENCE MONUMENT
EAStM8NTTS'; -I' kNY GRANTED: TO Ok--OBTAINED-.:,`
F I
H `�` .......
'ABLE T LE IDA STATUTES; AND THAT SA D d.t.
OTHE" 'ISION7 SERVICES :CONS- U
f 0 t ' "-V �"fk* CTION S H A*LL
GAS::Oki -R--. OUk-Id..0fiLl BY CHAPTER 177, FLOR IEP!.._`! jT
COMP
LY
N� ELECTRICAL SA -D BY THE FLORIDA
Y WITH h
L THE ATIONAL EL obte As ADOPTED SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 24.770 ACRES,
PUBLIC SERVICE COMMISSION. MORE OR LESS. CITY OF OCOEE, ORANGE COUNTY, FLORID
DRAINAGE EASEMENT WILL BE PLATTED 31110WILI IAM J. 5. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAIN!. DATE:— . LACKHAM-, PtM'
ALONG ALL SIDE LOT LINES, AND A 10' UTILITY DRAINAGE AND SIDEWALK EASEMENT REGISTRATION *NO. 4314
ADJACENT TO THE STREET RIGHT-OF-WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS
EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE GEMS CONSULTANTS, INC.
1ZO EAST MAPLE STREET
PRESERVED. WINTER GARDEN, FL 34787
6. ALL LOTS AND TRACTS SHOWN HEREON ARE SUBJECT TO A 10 FOOT WIDE UTILITY, LICENSED BUSINESS NO. 5257
DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO ALL ROAD RIGHT-OF-WAYS EXCEPT
FOR CLARCONA OCOEE ROAD. SAID EASEMENTS ARE HEREBY DEDICATED TO THE PUBLIC CERTIFICATE OF REVIEW
AND MAINTAINED BY WINDSTONE AT OCOEE HOMEOWNERS ASSOCIATION, INC. JOINDER AND CONSENT TO DEDICATION SURVEYOR
7. THE WALL AND LANDSCAPE EASEMENT ALONG CLARCONA-OCOEE ROAD IS HEREBY THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE HOLDER OF A MORTGAGE, LIEN BY CITY SUR
' ASSOCIATION. INC.
DEDICATED IN FAVOR OF WiNDSTONE AT OCOEE HOMEOWNERSTHAT THE THIS PLAT HAS BEEN REVIEWED FOR CONFORMITY WITH CHAPTER 177, FLORIDA
WINDt7ONE AT OCOEE HOMEOWNERS ASSOCIATION, HALL BE RESPONSIBLE FOR OR OTHER ENCUMBRANCE UPON THE ABOVE DESCRIBED PROPERTY, AND
MAINTAINING THE WALL AND LANDSCAPE EASEMENT, INC.&CEOt THAT ALL GRASS AND LANDSCAPING ON THE HOUSE SIDE OF THE WALL SHALL BE MAINTAINED BY THE LOT UNDERSIGNED HEREBY JOINS IN AND CONSENTS TO THE DEDICATION OF THE LANDS STATUTES.
OWNER. DESCRIBED ABOVE BY THE OWNER THEREOF, AND AGREES THAT ITS MORTGAGES, CITY SURVEYOR'S SIGNATURE DATE K
LIENS OR OTHER ENCUMBRANCES WHICH ARE RECORDED IN OFFICIAL RECORD BOOK LS NO.:
B. ALL ACCESS RIGHTS TO CLARCONA OCOEE ROAD FROM LOT 89 AND LOTS 1-24
ARE HEREBY DEDICATED TO THE CITY OF OCOEE. 6733, PAGE 649, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, SHALL
OF BE SUBORDINATED TO THE ABOVE DEDICATION. CERTIFICATE APPR
Id TO b EV E ON .DATED PLANNING G- DIRECTOR
9.. THIS PLAT IS SUBJECT TO THE TERMS AND. CONDITIONS OF: THAT CERTAIN 'LANN TE i FEBRUARY 11, BY C DIRE-C
Y AGREEMENT PERT, INI RIM
TRI PARTY ELOPM NT
119411., AS.. RECORDED IN 0. R. 'BOOK
0 1 OK 47 . 02, PAGES 2RECORDS OF
'LIB JC SIGNED, SEALED AND,PELIVERED IN THE PRESENCE OF.
OIRDINANCE 0.91-60, AS EXAMINED
COUNTY,FLORIDA-, CITY OF OCOEE ANNEXATION N
AND
ORANGE' I
RECOIR., ED IN O.R. 006K 4664, PAGES 42169-4244, PUBLIC 'REt"OR.-DS' OF ORANGE REGIONS :BANK APPROVED:
S` FfCA ORDINANCE NO. 92-61.
CITY COUNTY, FLORIDA; AND CITY OF OCOEE ZONING CLASSIFICATION PLANNING DIRECTOR 6 7A�i_E
UPON INDIVIDUAL LOTS SHALL BE ZAM I FF & . . ....
E
10. ALL UTILITY AND DRAINAGE EASEMENTS
MAINTAINED BY THE LOT OWNER. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE
OWNED BY THE INDIVIDUAL LOT OWNERS. NAME- CERTIFICATE OF APPROVAL
114 �4
MIE: BY CITY ENGINEER
11. LOTS 47-53 AND 64-72' SH 1 0 : WN HEREON ARE SUBJECT TO A 5 FOOT DRAINAGE NAME:
AND UTILITY EASEMENT ALONG THE REAR LOT LINE. EXAMINED
AND
12. LOTS 1-24, 40-46 AND 73-89 SHOWN HEREON ARE SUBJECT TO A 7.5 FOOT APPROVED: CITY*ENGINEER DATE
DRAINAGE AND UTILITY EASEMENT ALONG THE REAR LOT LINE. STATE OF
13, A DRAINAGE EASEMENT SHALL COVER TRACT "A" AND SHALL BE IN FAVOR OF THE COUNTY OF Q Irr,
CITY OF OCOEE. CERTIFICATE OF APPROVAL
14. A CONSERVATION AND DRAINAGE EASEMENT SHALL COVER TRACT "B" AND SHALL BE THIS IS TO CERTIFY, THAT ON 116416k 2005, BEFORE ME, AN OFFICER BY THE BOARD OF CITY COMMISSIONERS
IN FAVOR OF THE CITY OF OCOEE. DULY AUTHORIZED TO TAKE ACKNOWEDGEMENIS IN THE TATE AND COUNTY THIS IS TO CERTIFY, THAT ON 2005, THE FOREGOING
I AFORESAID, PERSONALLY APPEARED AS
15. THE PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN PLAT WAS APPROVED BY THE CITY COMMISSIONERS OF OCOEE, FLORIDA.
DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN OFFICIAL OF THE ABOVE NAMED CORPORATION, INCORPORATE UNDER THE LAWS OF THE
RECORDS BOOK 6915, PAGE 1295, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.
AND THAT CERTAIN SUPPLEMENT TO DECLARATIONS OF COVENANTS, CONDITIONS AND STATE OF LAIM PERSShAUJ_KIAQRL_1_0_ME OR WHO PRODUCED
RESTRICTIONS RECORDED IN OFFICIAL RECORDS BOOK ___, PAGE —, PUBLIC MAYOR OF OCOEE
RECORDS OF ORANGE COUNTY, FLORIDA.
AS IDENTIFICATION TO BE THE INDIVIDUAL, AND OFFICER DESCRIBED IN AND WHO CITY ATTORNEY
EXECUTED THE FOREGOING INSTRUMENT AND SEVERALLY ACKNOWLEDGED- THE ATTEST:
16. THE 30' TREE PROTECTION EASEMENT BETWEEN LOTS 14 AND 15 SHALL BE
MAINTAINED AND PRESERVED BY WINDSTONE AT OCOEE HOMEOWNERS ASSOCIATION, INC. EXECUTION THEREOF TO BE HIS/HER FREE ACT AND DEED AS SUCH OFFICER
IN ACCORDANCE WITH THE TERMS OF THE SUBDIVISION DECLARATION. THEREUNTO DULY AUTHORIZED; THAT THE OFFICIAL SEAL OF SAID. CORPORATION IS
CITY CLERK
DULY AFFIXED THERETO; AND WHO DID NOT TAKE AN OATH.
. . . . . . . . . .
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL ON THE CERTIFICATE OF COMPTROLLER
NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION ABOVE DATE. I HEREBY CERTIFY, THAT I HAVE EXAMINED THE FOREGOING PLAT AND FIND THAT
OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE ER L. GLAINEY IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF CHAPTER 177, FLORIDA
Y BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. IC, state of floodel STATUTES, AND WAS FILED FOR RECORD ON 2005,
SUPPLANTED IN AUTHORITY N T Y BLIC f-\ U LD Notary Public,
June 15, 2008 AT—.,
THERE MAY BE ADDITIONAL RESTRICTIONS. THAT ARE NOT RECORDED ON THIS PLAT NAME: T:fvwj;vvr Q.-nAck comm.
C E M S Consultants, Inc. Cpmm. No. DD 329MT
COUNTY. MY COMMISSION EXPIRES: CIVIL ENGINEERING - MAPPING. - SURVEYING THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS FILE NO.
126 EAST MAPLE STREET COMPTROIL—ER OF ORANGE COUNTY, FLORIDA
WINTER GARDEN, FLORIDA 34787
PROJECT NO. T_ 71 L B. NO. 5-2.57
. . ........ ... . . -
cADD FILE: N;\PkdjbATA\CLAkORCiSt\VS2--JPLAT EVZWO
Agenda 5-03-2005
Item 5
------------
CENTERLINE CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD SEA -RING
CHORD LENGTH
023
1479'7'40 E
16.35'
C24
aQuo.
.66.15,
1E57'04"
N79*01'58 E
65A5'.-�
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
01
25W
S 9 i Z77'
90.o00'00.0
C2
40i-00!
14.19'
207M..'.29"
C3
i mool
15.71'
90*00!000
C4
7-66'
2018'20
C5
_225m00'_
7442'
16'67'04"
C18
_1.00'
7
_i,88!
716
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C.1.9
71.00'
25.37'
20'28!29"
C20
1.Oi00'
1 5,.1 - -
90'-00100"
C22
25400'
__30-.27'
90'60_'.0.0"
CaO
225i00.'-
36AW
C31
2.25;00'
37;64'
9-!3*3!3_0"
C5.6
2840*.*00.'
1A.-.89'
22, 5 21"
C57
2840 0.0'
0.7 _05.'
01" 57'28"
C58
2840.00'
98.85,
07:5-
SHEET 2 OF 31POK LAT
PAGE
SEE SHEET 1 FOR NOTES
LEGEND
AND ABBREVIATIONS
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RIGHT-OF-WAY
PLAT BOOK
PG
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F9 IAL RECORDS
OFFICIAL
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PC
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POINT OF
POINT OF TANGENCYCVPV�TURE
6=081 8146"
CONTINUED ON N EXT SHEET
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CERTIFIED CORNER RECORD
FEDERAL EMERGENCY MANAGEMENT AGENCY
MONUMENT SYMBOL
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FOUND 40 CM 6�39.3
C M -S Consultants, Mc. E
CIVIL ENGINEERING a MAPPING - SURVEYING
120 EAST MAPLE STREET
WINTER GARDEN, FLORIDA 34787
PROJECT NO. 1008.001 (407)877-7979 L.B. NO. 5257
......... . 1 . . 0
CADD FILM N:\PROJDATA\CLARCkOgt,\WS2-PLAT-MT2-REV1.DWO 12/08/04
N 89'58'05" W
662.23'
LINE OF SE 1/4 OF SECTION 33-21-28
NOT PLATTED
CCR# 41763
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CENTERLINE CURVE TABLE 0 DENOTES PRM (PERMANENT REFERENCE MONUMENT)
CURVE RADIUS LENGTH DELTA CHORD.BEARING CHORD LENGTH FOUND 4"x4n CONCRETE MONUMENT (LS #4334)
1 -.c25-.. -72!�. .191, DENOTES PCP (PERMANENT CONTROL POINT)
1 N7954�81.rE- -',81.33'
S78*5451;" :1911!l7!' ' SET NAIL WITH DISK (LS #4334)
:18W.. 46;67'
.5,11� A,0101YO , 0!, ---S44!6652"E. -7071' CHANGE IN DIRECTION (NO POINT SET)
.2 '-67-' 77*3701%. 50*00' 108152! 24�52W 107i R) RADIAL LINE
I C29 1 .25.6 00! 1 tosisr I 24'5214" I. s 7773, 7'. 0 17W 1 107.67' NON -RADIAL LINE
CM CONCR871 MONUMENT
PRC POINT F AEV.ERSE, CURVATURE
PC POINT OF CURVATURE
PT POINT OF TANGENCY
R-2m00 CONTINUED ON NFx.,r SHEET
= :1. -- --. nA-1 COR ctnntb CORNER RECORD w ge so,
L 4l'*2j*--sW:-l- . ... ..
FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY
6=0 18'46 13 MONUMENT SYMBOL
CLARCONA OCOEE ROAD SCALE 1' = 50'
(R/W WIDTH VARIES)
736.94
21' WALL & LANDSCAPE EASEMENT SET4x4 CM (LS 4334) SLY R/W--,,, I - --
N88'30f30"E. 75sool 75.009 76.00'
-01 75.60 7 5 70 lor' 75.00'
- 76.00' 75.0 0
C61 - - - - - - - --- - - - - - - -
- - - - - - - - - - - - - - - - -- 21' WALL & LANDSCAPE EASEMENT
.. . ... - - - - --- - - - - - - - - - - - - - --- - - - - - - --- - - - - - - L21' WALL & LAND CAPE EASEMENT co n
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CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
C
06
07.
. -.-22&0Q!
7!5;35'
jl)*IV17"
C8
1 O.LO6,
88�7!�2„'
C9
2&00!
39,27'
901001000
clo
9!manl
97.67'
94W'je
cil
175,00'
110,37'
�462�le
C12
�jSLon'
916V
24'52'j4*
C13
275,00!
119,37'
24'52'14*
C14
75rof)'
117,191'
go'oD'fj6"L
Cl 5L
MOD!.
15,98,
01 *32'38"
_C16.
Ils; ofil.
A*1147"L'
017
275:'00'.
0110!
191V17!
.C32
225.00'.
11,91r,
3-02!0r.
C33
225iOO'
.63i44'.
16'09'15"
C34
225.00'
31 b 91,
-8*07'36"..
C35
225,00'
43.44'
11*03'.r4l."
CL36
225,00'
17.5V
.4*27'39"
C37
225i00'
77.81'
19'48'50*
C38
225.00'.
2.34'
0*35'45"
C39
.275;00'
76.41,
15'5512!
C40
275.00'
42.96'
.8.57L'02".
C41
.225.00!
.,69.88'
C42
22540!
27,79'
7*005".
C43.
275.00'
10'5217'
C44
275.00'
-6719.'
C45
75.00"
26'30'31*,
C46
.75.00�!
83.11'
163*29'L29"
.047 1
175.'00'
1. 2*23.117-
C48
L 275i00.'
16-48'.07-
059
2840.00'
75,72'
01*31'39"
C60
2840.00'
90M'
01 *49'36.*
C61
qumool
31.00'
00-37.!32-
6.24'
z ANACOSTIA AVENUE
:3 PT (50' R/W PER PB 53, PG 143)
67.50' 75= 75:00' 57.50' C36 CA
3:
C-) N83*26'36"W N86t 2 w 275.00' �PRC 21-
r
C7
S89*56'52"E 275.00' PC S89*56'52"E
94.87' b4l
6.24' N89456 5? W
R:=414.25' ANACOSMA AVENUE OOL 25.98
L=51'b'o' T- <
A=, !041
zi
Lo 7 N59-056'52"W 275.00' < n_
- ry CO' N!5'23'19"W 41.52* 75.0 75.00' 75.00' C44
9.00 Lu
R-2 X Lij
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0
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TRACT B
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0
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TRACT C
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A
FEMA 100-YEAR FLOOD ELEVATION 71.0 FEET W-
N 052 W
N51'46'2.3... OD.
N3WOOV'
753.44' N51:!45'45".W 254?-`-
'
N 8- -5 65952 to W 75. -007&00' 75-00' 75X.0' 75.00' ..... .75i,00' N 8W'56'52" W 1389.091 -
a
S LINE OF SW 1/4 OF SECTION 34-21-28 0 S LINE OF SW 1/4 OF SECTION 34-21-28
TRACT N TRACT V)
SAWMILL PHASE III SAWMILL PHASE III POINT OF BEGINNING TRACT F
(PB 26, PG 35) (PB26,PG 35) SAWMILL PHASE I
(P13 23, PG 32)
C E M S Consultants, Inc.
CIVIL ENGINEERING - MAPPING - SURVEYING
120 EAST MAPLE STREET
WINTER GARDEN, FLORIDA 34787
PROJECT NO. 1008.001 (407)877-7979 L.B. NO. 5257
CADD FILE: N: \PROJDATA\CLARCkOSS\WS2-PLAT-SHT3-REV-2.DWG 04/05/05
POINT OF COMMENCEMENT
S 1/4 CORNER OF
SECTION 34-21-28
FND 6X6 CM (NO #)
CCR# 24734
r,