HomeMy WebLinkAboutIII (F) Approval and Authorization for Mayor and City Clerk to execute Wesmere Village 12 &13 - Brookhaven Oaks - Final PlatAGE14DA 9-3-96
Item III "F
JAMES W. SHMA, P.E.
CITY ENGINEER / UTILITIES DIRECTOR
150 N. LAKESHORE DRIVE • OCOEE, FLORIDA 34761
PHONE (407) 656-2322 EXT. 142 • FAX (407) 656-7835
MEMORANDUM
DATE: September 3, 1996
TO: The Honorable Mayor and Board of City Commissioners
FROM: Ernie Kovacs, Engineering Aide
SUBJECT: Approval of Wesmere Village 12/13 (Brookhaven Oaks)
Issue
Should the Honorable Mayor and Board of City Commissioners approve the final plat as
submitted.
Background
Brookhaven Oaks is a 83 single family residential subdivision. The site has been developed. It
is located in the Wesmere Subdivision off Maguire Road.
Recommendation
Staff recommends that the Honorable Mayor and Board of City Commissioners approve the final
plat as submitted.
EK/jbw
THE PRIDE OF WEST ORANGE I
AGENDA 9-3-96
Item III F
Sht9et i Of 2
B.ILZ� 0 0
BOOK PAGE'
L
f r
ON 309TOWNSHM 22,SOUTI-LRANGE 28 w
7
BROOKHAVEtV OMS
9
Uf*=9 F I dG;` 11 MA
KNOWN ALL )EN BY THESE PRESENTS. That the LTmtted Partnership Homed
below. being the owner in' fee simple of the lands described
IdOTiCEr THERE SAY BE ADDITIONAL RESTRICTIONS THAT ARE /►A07" RECORDED ON in the forego T ng caption to this , plat. hereby dedicates sa i d
lands and plot for the uses and poses ther®tn expressed ,
TH/S PLAT THAT ,OAY BE FOUND /At THE PUBLIC RECORDS OF THIS =ff/ Y. Cnd dedicates +he utt I t ty , and dra t nage easements shown hereon
to the perpetual use of the publto.
IN WITNESS WHEREOF.'+he undersigned has caused +hose'presents
+a be signed by the offToer of "fits general partner named below
and the corporate seal of Its general partner to be affTxed
r
hereto on f.�•3:t�:.../... l 996.
WESAERE ASSOCIATES LIMITED PARTNERSHIP.
a MIchtgan ltmtted partnership
BYs HERITAGE DEVELOPMENT SOUTH. INC.
o Flortdc corporation. its g aI partner
(corporate
seal )
r Bys. ... ..
DayTd TreadwelI President
Sty d t the presence oft,
LEGAL/� p pT � / ,-$,7�, �ra.
LL V HL DESCRIPTION �/ ! �Q/ V STATE OF FLORIDA
COUNTY OF ORANGE
BEGIN AT THIS IS TO CERTIFY that on " :..... r. ? .. �:. before ne on
THE SOUTHWEST CORNER OF THE EAST 1 /2 OF THE TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF WESMERE offToer duly cuthortzed to +he State and County cforosatd
SOUTHWEST 1 /4 OF SECTION 30. _ TOWNSHIP 22 SOUTH RANGE 28 PARKWAY AS RECORDED I N PLAT B 0 0 K 3 I . PAGES 5 ? - 5 8 . .PUBLIC to talc® acknowi edgements. persona t l y appeared Davt.d L. Treodwei 1.
EAST. RUN N00°26'24"E. ALONG THE WEST LINE OF THE EAST 1 /2 RECORDS OF ORANGE COUNTY. FLORIDAs THENCE DEPARTING SAID as President of Heritage Developnent South. Inc.. a Florida
OF THE SOUTHWEST i /4 OF SAID SECTION 30. A DISTANCE OF WESTERLY AND SOUTHERLY LINE. RUN S20020' 1 4 "W. ALONG SAID corporation. as general partner of Wasaws Associates LtmTtedPartnership. a Michigan t tmtted partnership. who is personalty
774. 47 FEETt THENCE DEPARTING SAID WEST LINE. RUN NORTH RIGHT-OF-WAY LINE. A DISTANCE OF 1 25. 77 FEET TO THE known. to me as the individual and officer described in and who
N89040' 3 1 "E. A DISTANCE OF 583. 48 FEET TO A POINT ON THE POINT OF CURVATURE OF A CURVE. CONCAVE NORTHWESTERLY. HAVING executed the foregoing dedia&toin. and that he acknowledged the
execution thereof on behalf of said corporation and said partner
WESTERLY AND SOUTHERLY LINE OF WESMERE AT OCOEE UNIT ONE. AS If A CENTRAL ANGLE OF 2601 4' 58 " AND A RADIUS OF 665.16 FEETa ship to the presence of two subscribing witnesses freely and
RECORDED IN PLAT BOOK 25. PAGES 110-112. PUBLIC RECORDS OF THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE. A voluntarily under authority duly vested to him by said corporation
ORANGE COUNTY. FLORIDAs THENCE .RUN THE FOLLOWING COURSES AND DISTANCE OF 304.74 FEET TO THE POINT OF TANGENCYt THENCE RUN and sold partnership. and that the seal affixed hereto is the true .
DISTANCES ALONG SAID .WESTERLY AND SOUTHERLY LINE# THENCE S46035'12"W. A DISTANCE OF 186.35 FEET TO THE POINT OF corporate seal of said corporation.
S45°00'57"W. A DISTANCE OF 212.39 FEETt THENCE S60°09'12"W. CURVATURE OF A CURVE. ' CONCAVE SOUTHEASTERLY. HAVING A IN WITNESS WHEREOF. I have hereunto set nw hand and seal an the
A DISTANCE OF 68.14 FEETs THENCE S05 ° 5 I,' 55 "E. A DISTANCE OF CENTRAL ANGLE OF 23 ° 23' 1 8 " AND A RADIUS OF 884.58 FEETa above date.
196.23 FEETt THENCE S06028'14"W. A DISTANCE OF 87.39 FEETs THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE. A
THENCE S20010'39"W. A DISTANCE OF 67.1
9 FEETt THENCE DISTANCE OF 361.09 FEET# THENCE DEPARTING SAID CURVE AND
. ....... .'.. .....
Signature Notary
S26°58'34"E. A DISTANCE OF 67.18 FEET# THENCE S61°17'21"E. A SAID RIGHT-OF-WAY LINE. RUN N65°09'12"W. A DISTANCE OF '•
DISTANCE OF 73.34 FEETt THENCE S74006' 1 4 "E. A DISTANCE OF 267.59 FEETs THENCE N38002' 1 2 "W. A DISTANCE OF 368.57 FEETa °`� suzE emrspAY
62.31 FEETs THENCE-S81°32'46"E. A DISTANCE OF 389. ° '• 69 FEETs THENCE N55 53 42 W A DISTANCE OF 99.57 FEETs THENCE „®••.•••••.,•: ........ •............i...�iti.r...�' ... t"Yc°;o„� rz
THENCE S70°0523"E. A DISTANCE OF 85.92 FEET# THENCE N82°48'O7"W. A DISTANCE OF 381.46 FEETs THENCE N89025'32"W.
Name of Notary (printed. typed or st4irpecl) Paes'l►a�r' �f'
S64040'32,"E. A DISTANCE OF 88.07 FEET; THENCE S57002'01 "E. a�a =tsss-
A A DISTANCE OF 349 OS FEET TO A POINT ON THE WEST LINE OF Commission 1�er(tf not legible on seal )s........................
DISTANCE OF 88.07 FEET# THENCE S49023'30"E. A DISTANCE OF THE EAST 1/2 OF THE NORTHWEST 114 OF SECTION 31. TOWNSHIP 22
88.07 FEET; THENCE S39009'28"E. A DISTANCE OF 168.29 FEETa SOUTH. RANGE 28 EAST# THENCE RUN N00034'28"E. ALONG SAID My Commission Expires (if not legible on seal)#.. .......... .......
CER
MRCA
THENCE S33005'14"E. A DISTANCE OF 76.10 FEET# THENCE WEST LINE. A DISTANCE OF 433.68 FEET TO THE POINT OF
N20051'34"E. A DISTANCE OF 148.47 FEETt THENCE N42°39'59"E. BEGINNING. OF SURVEYOR
A DISTANCE OF 1 00. 00 FEET i THENCE N79 m 49 ' 05 "E. A DISTANCE OF KNOWN ALL MEN BY THESE 'PRESENTS. That the undersigned. being
11 a licensed and rsgistereo Iand '
1 60'. 45 FEETt THENCE SG 1 ° 1 9 ' 40 "E. A DISTANCE OF 218.23 FEET CONTAINING '3 1 -326 ACRES. MORE OR LESS. surveyor. does hereby certify
that on. " /, : J.' . ......he comp s eted the survey of the
lands as shorn i n' the foregoing p l'ot or p 1 one that sot d p i at
Is a correct representation of the Iands therein described
and platted or subdivided# and that permanent reference
monuments and permanent control points have been pJoced as
shown thereon as required by Chapter 177.-Florida Stctutest
and that sold land is located in Orange County. FltTrida.
This survey was performed under my responsibi a ttreCtT.:an and
supervision. The survey data comp 1ies'wtth aI1 r'" trr' refs
of Chapter 177. t t
J. y
f
I
Signature# - -- - - Dated#
DENNIS L DEAL F I a Reg. No. # 3�/
OF APM
OVAL
LOCATION iVAP
nn-s
TH��}IS TO CERTIFY.That on -------------- --------- -----the
foregoing plat or plan was approved by the Board of ,City
N
` Commissioners of Ocoee. Florida.
!A.�Ges Nhrhvroy !SR.501
�m
------------------------------
Fiorldo s Turnpike Go Mayor of 'Ocoee
7
-------- ••---------------------
� Tomyn_ Read � ��o� J Attorney
.SITC
WESMERE
------------------------------
Q Attests
a
City C1erK
. Moore Z
3 Robertson Road RoodBY ENGE%M
Examined and
Approved
City Engineer Date
j ,
Examined and
Approved
City Planning Director Date
BY.COUN=
r
I HEREBY CERTIFY. That I have examined the foregoing plot and
find that it complies to form with ali the;requtrements of
uowye% Chapter 177. FIortdo.Statutes.. and was flied for record on
z sin�ieton at File No
associates
620 S. MACNOIrA AVENUE -
'ORl_ANOO Ft_0f21D A, 32H01---------------------- - _ '� ---�-
County Comptroller•,
«O„ FiM13-6,20 in and for Orange County. FI orida
MAY 2 91 6
OAKS
}
BYs ------ ----= --D:C.
FORM 5
AVPI6PPC.001
AVH6.LGL
(V111a9es 12/13)
,.... 'e
s n.. { 30 TOWNSHIP
WNH 2 a OUTH RANGE
8
• EAST,
V,M URANGE
COUNT
•
M 9
Y9 FLORIDA
AKTTICE: THERE HAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
THIS PLAT THAT MAY BE FOUND !N THE Punic Recaws of - TH/s CI mTY-
8 �
NOTES:
NOT PLATTED
W
I. Cl DENOTES P.R.M. (4X4 C.M.) P.L.S. •3421.
? 2. O DENOTES P.C.P. P.L.S. ■3421. 12. TRACT D IS A PRIVATE RIGHT OF WAY WHICH IS TO BE OWNED AND
3. • DENOTES CHANGE IN DIRECTION NOT PERMANENTLY STAKED. MAINTAINED BY THE WESMERE MAINTENANCE ASSOCIATION INC. THE
4. RAD. - DENOTES RADIAL LOT LINES. DEDICATOR HEREBY GRANTS A PERPETUAL NON-EXCLUSIVE EASEMENT
8 L N89.4�'31'E 583.48' 5. N.R. - DENOTES NON -RADIAL .
DI L LINES.V --'---------' 6. BEARING STRUCTURE IS BASED ON THE WEST LINE OF THE NE FOR THE PURPOSES OF INGRESS AND EGRESS, ALONG PRIVATE DRIVE-
1z WAYS, ROADS, SIDEWALKS AND OTHER PRIVATE AREAS AS APPLICABLE,
/4 OF THE NW I/4 OF SECTION 31-22-28 (BEING AS SAME ARE FROM TIME TO TIME CONSTITUTED AND LOCATED BY THE
�� A10' TILT . DEDICATOR ITS SUCCESSORS AND ASSIGNS,
� 25 7. A IO' UTILITY EASEMENT IS RESERVED ALONG ALL LOT LINES
, S NS, OVER AND ACROSS TRACT
f D. FOR THE USE OF THE OWNERS OF LOTS WITHIN THIS SUBDIVISION �. �p, ^+ \ ADJACENT TO RIGHT-OF-WAYS, UNLESS OTHERWIS� NOTED.
w ` THEIR HEIRS SUCCESSORS ASSLESSEES OR INVITEES,
8. A 5' UTILITY EASEMENT IS RESERVED ALONG REAR AND SIDE > > ASSIGNS, TENANTS
• AS WELL AS FOR THE USE OF THE CITY OF OCOEE OR OTHERS APPLICABLE
A� •' yti ��
rn LOT LINES, UNLESS OTHERWISE NOTED. �9. TRACTS B AND C ARE FOR LANDSCAPING/OPEN SPACE AND ARE TO BE AUTHORITY FOR FIRE, POLICE AND OTHER EMERGENCY SERVICES. A PERPETUAL
t ` 3 '� •� �t 26 OWNED AND MAINTAINED BY WESMERE MAINTENANCE ASSOCIATION. NON-EXCLUSIVE EASEMENT IS ALSO GRANTED FOR THE INSTALLATION AND
T Zr
Na)
,� INC- A UTILITY EASEMENT IS RESERVED OVER TRACTS B 8 C. MAINTENANCE OF UNDERGROUND PUBLIC UTILITIES AND ABOVE GROUND
m m Ca ' `,
' z"' r irr
t u' 1 +n�`•` 10. ACCESS RIGHTS FROM TRACTS B AND C TO WESMERE PARKWAY ARE APPURTENANCES. THIS EASEMENT IS GRANTED ONLY AS AND TO THE EXTENT
'w 5425. 0 \N
N89'33'36201.0Tra?'ci y 1 (/ ��
162.00' 498768� "' I 6v �•�� 27 �. DEDICATED TO THE CITY OF OCOEE. WESMERE MAINTENANCE REQUIRED, OVER, ACROSS, UNDER AND THROUGH TRACT D- ALL WORK
C34 ASSOCIATION INC. MAY UTILIZE SUCH ACCESS TO TRACTS B AND C RESPECTING SUCH EASEMENT SHALL BE PERFORMED SO AS TO MINIMIZE
( ° i 40.11' 49•H0' ��
t m 26 v^� \r S89'58'59'W FOR THE PURPOSE OF MAINTENANCE ONLY. DISRUPTION OF THE APPLICABLE PORTIONS OF TRACT D.
d' Iri r Im
n N.R. ; N89'33'36'W i~ � 13. TRACT A IS A CONSERVATION AREA TO BE OWNED AND MAINTAINED
t3.ee vJ 29 m N it THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS, BY THE WESMERE MAINTENANCE ASSOCIATION INC. A PERMANENT
NB933'36'W m m AND RESTRICTIONS OF CATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN F.S. CHAPTER 163 CONCERNING MORA-
'C�8 _ �- (.n 28 CONSERVATION AND DRAINAGE EASEMENT OVER TRACT A IN FAVOR
116.i7' cue` 89'33.3 'w .A • TOR I UMS ON THE ISSUANCE OF BUILDING PERMITS UNDER
m ` C�� C77 _ 144_I _ _ _ 0) - _ _ _ _ _ CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY OF THE CITY OF OCOEE IS RECORDED IN 0. R. BOOK , PAGE
27 0. 20' �I `20' UTILITY N TO EXEMPT ANY PRIVATE ENTITY, OR I TSELF FROM THE APPL I - PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.
EASEMENT In(.5
14. ALL UTILITY AND DRAINAGE EASEMENTS SHALL BE FOR THE
-, W 0
N89.33'36'W N W 30 02 s SHALL BE CONSTRUED AS SUCH AN EXCEPTION. BENEFIT OF AND MAINTAINED BY THE WESMERE MAINTENANCE
Ld CO 0
m t55.00' a t0 S89'33'36'E m 29 ASSOCIATION INC. THE LAND BURDENED BY SUCH EASEMENTS
cv m
m
N , m 26 m 154.14' m 3 __ SHALL BE OWNED BY THE LOT OWNER. SUCH EASEMENTS ARE
Wesmere at Ocoee Unit One
5 N m HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC.
(V N89'33'36'N N "^ 31 19 ♦ ..., 15. THE 100 YEAR FLOOD ELEVATION IS 119.2. LOT 16 IS
00
® 155,00, N N S89`33'36'E MN F.B. 25 Fgs. //O-ll2 ENCUMBERED.
Q Z 9 m Y 151.97' r Imo° 16. FEMA MINIMUM ELEVATION CERTIFICATES TO BE PROVIDED TO THE
.J0 25 � m 32 (U� BUILDING DEPARTMENT AT THE TIME OF BUILDING •PERMIT APPLICATION
Q. V R m m FOR EACH LOT DESIGNATED IN THE LOMR AND EXPRESSED IN NOTE N0.15.
N89'33'36'W m N 20 DRAINAGE m to N
155.00, z EASEMENT _ " 520*10'39'W 67■19'
a l 4. 1' E M
O 1 m
24 - - S26058'34'E 67.18,
_ � ``'
n �
N m b85.20'RAD. 57
w 9 /
� � a S610
17/ 21 E 73.34'
A m 156.39' TRACT E v }� n yPp E e
In
23' -0
p 4 C 20'DRAINAGE
Ln
NP• 8yt m 34 3S4" �2. •]/� EASEMENT n
¢ m 1 �' q0'1 61 0 by 4.39' 81 • J
zN ��wl �e ' A g6G h�a3 is e6 h h4j 2�' y2 37.00' 1 1 2'
' e . �j
F m ' seo 22 69� ~� ti� L----_ 75.00' ���■�� ®®cam �8 32�`
W j� F a crr tis s. 35 4� f f le.e' ae.HH' 8S 23r� •��, �`�
1 I 9 �P�Agyy r 6ggq G) ?may �^'� 36 crl. NI11 f a !u 87� 0 35.69' • 9,20 {�
/Iq9 r! S'7- "I zl' yl - / i to 38 v S3ee' �i
10 0 f f m N N m 39 m 4r 32 g ��•
z m ti 2
i S n/
e
,;0 O P,r� f f 2 N m ;a SSBB,
POB C,zl 52.29' �N 41 3e� 88 4
?� by v� �9 C C a
�`� , 96 y'`O 3r2 3S C36 75.00' i ti ®% C �® �&
SW COR.. E 9f Be. ~ 20 rS n 80.00' ° 42 O 4i 4
SWt/i Cans°, �S �o �g A N81.32.4 244.11, 36.82' C8 ? QL h %i • f
SEC.30-22-28 �R.4g7 v°tlon h� pr, dye C6 u� 6•W �-n 4 m a 7 ♦ V6 4� low
REC. 4X4 CM ■890 S �9es (76ment / rr�s y�� �l1661 C38 N 244. 244.11' N C87 try �(y� 43 �e1, �� '� (b° N�� :
8,1776 2, 79.60, tl' E�OFI'Y C83 .J?eh�1 v SS6 �° V °1r �t� 16®°�� ��1 •
81.HH' 19,
1 ♦3 ` ?
g356 19 > C115 N A
� a 74 '" 72.4-'` '�~ r 79.45' 1� Te6
25' 25' N m C86 C85 O Ce2 `� �ry �3 d` 1
y1 y1 0 �. E q N a z ' ai w Cq p. wF' �. 3T` n•" J 5, \ �i
? m m 75 W �Q/f - 9 QP a 9 1, ( hm 12. , N 54
,`• y,OF' L! 9c'8 s N81'46'34�E m �± (n n ;I-
`+ C! C ti� h� SS f,c1 g co°' 1") 1> Div 4 12
` F u / 120.00' N N88'33'27'w 137.54' m N 76 ^ v ej Cse Igs ?� �yx 6e V 9 �a2 ,� j o PQpN 6,ee
�. y o g m 115.43' m o N N Qo Cq. 45 �° yam 1p 1N rn1 6 m�
Conserv°tion E°sement \ �_ Z Z ZW N 53 9 1 5' v
r� m _ s m 77 a N o' �-' S 1z• �`� 55
Z O.R. 4475 Pages 176ID
8-1775 \ m 'Co to p Cg Q •m B 9 y �� Q' •F
\ \ m a m r N a 74.87' 2` 51 p.7p 0 m e ° rq 7 to i m
m m N N D 36.74' 75.00' Q a !g r1a `h 9. �� B> 6F 1 C 8 'Ly gs m �►
2 r a y 9 0
u~i W `�♦ \ r N81'46'34'E n 4 75.02' 7 37. 3q. ° 0' r "� S q rot 46f
13' '� ti y C! � 39• n
w co �� ,. 1° N 120.00, (n 4 73 1- N81'32.4g,W 5.24 �, 3e. Ng41 �`� titi 79 S Jc2 y9 0� y` li38e ^ W
z N N �o sN m D m ZLo 72 rI co 9 9 S !3•>r Qp, L o yPO '�" N q,C x � 4, ul 56 ^' )A•
-J '.�A . S m m In (o q 2' a a k C9 6 ^ B� �• ! 3 J N ♦i,.e/\ ,
` �(- ■ uia N� d L ry ;a SI' 3) y 9 ay 6l 9. p m S'ly ni ti �• V
k N 7/ 29, gym' DO 3 S F �c 9y ID 3B rn
cn L c9 m m ¢ v 70 N ti C� 12 9 4 1 c� Be N R.
2 vwi N� ■ �' w PPO 4,E ` 2 Z m^ N Q ti 2r u'r 4/ �r SF4gC O 2S S76 24'
TRACT A o 1q' 4 z v 'B' a� o .� s, �9 � �F F 85•E
m m N13 c r' 69 QP'01 n •� c'S S 9� tir 121. �' QG
® Ly , a q.62 t; D 75.00' 2V{y 0. c9 m9 A3 i' c? r- y A9 G hry 73'
CConservatlon) �` 11 i 51.79' Q,e o� a S yg ss q(p Q V
\- . _3 Ir w v y9 t63.41' C99 (o Sc' 69 qdL �k 3Q y' a c( 5/ m
n .o S82'48'0TE �_ Ciao y h S,re tia'' p !\ 1 C�° c'S !!n 57 a
R' 16 C p 163.41' ry 2p ��� 8/ �m \Z 6� `� `�1 ./\S R m 00
!28 163.4I' 8 C/e 68 ZC " 4 � ti�O� h�� r rS2 1 � �8S)gp ��n \45
����~C" Vt (0 \
2. a m 75.00' q ♦ a c? 2 9- A A �' 9- 0 4 l� "U �9r t\ •°♦s 'ti V-
GIS 117 47j4 m qy, m W ` O q C k� ti Fj d �u'a'9 �y ro11' �'� l�F CO �( O gSFt/tC7T / nt,.� l(,(�)• , `
e29SF ni m ?�1 666 1 W 13.05' `' CJ % reS �1. r_� tit rA t'9 3h 6r� S'55. J rok �90 58�NT r �� \ / ' VV %V w
N m - m 14 In m Cl- . I -p 67 1 82 na Cry �A6 0y' r�qY �'
v64 `�
Z�.46' z m^ N (Si C9 y1 9 S Q . A6 c9 �' 1 y. \ 2g 2• /
z m N 12 Q p� a .� o .. ' �`', ► `°� y0 er, �yA 06i a1 �s 49 6�h
150.59• z �• m s 2 v' 2• y 0•
N N89025'32'W 349.08' ti� ti �` h s 59 v
�82.4 75.36' 75.00' I/
66 9 83 0 1ti ti s� 6ti ti
6
I
8'B 7� 52.05' ��,�. QP��ro x 1' S P I crSr L y �v 36. r2e y t,A
i b� `S �y a �s F 0y 1'r.. Ci8 ♦� ♦ 6e F Vy (� h1
w 381,,46 s �� �W. �,� s, �y ti`� `' pe kyg ,m� S r �A. ,� o �•
Se , /O 9, S. ♦ c Ir. . a660 m , 99 A q, e� ti aA 'r- e �� y �S s �, yb ae QG
t7 i • ' & /e A4iF' , �tJ� 65 A0F' `'i 0� �4 r�'9 r- `
m Ss ^ V%i 3y, 1 1' ee q0 tB 9qq 62
Z NOT, PLATTED �' s?, ay'y mm° ee_ ��sse'� �m6� ee R�� 6J QY
GIS 116 n 2aS �� 64 BS r??e �'S "y er`,9y / • S O
J G1 r,S C2 L4j i ti4j r6
"Y ee �y�y mm ee cps �� tiy0� m O LCP
Lu
�,,11�� �'L0• ASS '� ; .~0• 17� Ca �� �ye9- eY- •e6 SB = 1' •� �C
63 ��, c, ' re �r •e -0 �\
C �lAIN
J DRAINAGE SSe It
6'F r Q �� \ 5
z 1/ ea ayeEASEMENT �( `ya
j �20 Ly C29 (0�` ZIP F9 5 �Cj yOpP(�0
7� 7
SW cor. E i/2 Ago C CAS . C10 CrC6
NW 1/4, Sec. 31-22-28
1323.33' i 3967.26' - - �� lj ayti ,�y�m "' \tiz C2 Cr24 2 SR9 e 4�
�\ 1 �589'46'24'E 5290.59' --� s ti6 �'�
J Q • ,LI ctzs .
South line. NWy d'S A� tiQ NN (P
Sec. 31-22-2e SE cor, NE 1/4 •eS a tir~`�' � Rq3
Sec.31-22-28 w s Ssge \ C2
POINT OF COMMENCEMENT Recovered nail & disk '1993 5 ¢ r ;r a 1 S76• C'
Rec. R.R. Spike CCR #0048454 M to m � 62ee F
sw cor., NW/2-2 Ns 'Scs, 4 �so� A = 23'23'18'
Sec. 31-22-28
CCR 40048453 v •�9- a 0c R = 884.58'
L = 361.09'
s9, �oQ
CURVE
I RADIUS
LENGTH I
TANGENT I
CHORD, I
BEARING
DELTA
Cl 665.16'
304.74'
166.09'
302.H8'
N33'27'43'E
26'14'68'
C2 BB4.68'
361.09'
183.09'
358.59'
S34'53'33'W .
23'23'18'
• C3 510.16,
199.38'
100.46'
197.13'
N35'26'48'E
22'1647'
C4 550.00'
492'21'
263.96'
475.95'
N55'54'29'W
51'IV33'
C5 175.00'
163.46'
88.24'
157.59'
S26'19.10'E
53'31'08'
C6 175.00'
99.22'
50.98,
97.90'
S82'12'41'W
32'29'06'
C7 175.00'
48.28'
24.29'
4BAT
N16'07'39'W
15'48'26'
C8 175.00'
88.72'
45.34'
87.77'
N38'33'18'W
29.02'52'
C9 75.00'
97.62'
57.11'
90:88'
S45'3H'4E
74'34'41'
CIO 100.00,
183.96'
131.27'
159:10`
N8 '15'4TWE
105'24'04'
Cll 345.00'
269.55'
142.08'
262.74'
N6G.25'10'W
44'4555-
C12
766.65'
175.86'
88.32'
175.48'
S39'50'301E
13.08'35'
C13
1039.58,
25.00'
181.89,
35.04'
91.18'
21.09,
181.65'
32.24'
S {•34'28-W
NBo"23'25-W
10'01'28'
80'17'56'
C14
15 55.00,
240.80'
77.33'
89.64'
S78'53'01'W
25H'SO'48'
C16
485.16
108.62'
54.54'
108.39'
N40'10'23E
12'49'39'
C17
535.16'
20B.10'
105.38'
206.79'
N35'26'48'E
22'16'47'
CIB
25.00
39.27'
25.00'
36.36'
S8. 74'48'E
90*00,00,
C19
25.00,
39.27'
25.00'
35.36'
S°`.'35'12'W
90*00,00,
C20
Z5.00'
38.12'
23.88,
34.53'
WiW 6'18'E
8722'11'
C21 741.65'
170.13'
85.44'
169.75'
S3',"50'3O'E
13'08'35'
C22 791.66'
191.60'
91.20,
181.20,
S' .50'30'E
13 08 35
C23 25.00'
37.89'
23.66'
34.37'
N0O'00'4O'E
86 50'56'
C24 25.00'
39.27'
25.00'
35.36'
588.24'48'E
90 00 00,
C25 25.00'
40.53'
26.30'
36.24' •
N89'51'41'W
92.53.46'
C26 25.00'
16.9_0
8.62'
16.30'
N51'25'28'V
38'02'51'
C27 25.00'
16.60,
8.62'
16.3"
S31'26'43'W
38'02'51'
C28 55.00'
129.76'
133.37'
101.69'
NBO'00'38'E
135'10'40'
C29 75.00'
137.97'
98.45'
119.32'
N8975'46'E
105'24'04'
C30 125.00'
30.34'
16.25'
30.27'
N43.30'5G'E
13'54'25'
C31 1064.58'
137.39'
68.79'
137.30'.
540'15'34'W
07'23'40-
C32 25.00,
17.17'
8.94'
16.83'
S20'06'46W
39.20'45'
C33 25.00'
28.25'
15.85,
26.77'
N31'55'55'W
64.44'38'
C34 50.00,
247.91'
284'05'23'
C35 25.00'
30.95'
17.81'
29.01'
S74.35'30'E
70-55'27'
C36 200.00'
99,51,
50.81,
98.49'
S84'1200 W
28'30'28'
C37 25.00'
37.04'
22.87'
33.76'
N31.34 40•E .
84.53'38'
C38 150.00,
63.96'
32.47'
63.47'
586'14'22'W
24.25'45'
C39 182.93'
44.51'
22.37'
44.40'
N46'06'31'W
13'56'67'
C40 100.00,
130.16'
76.15'
121.17'
S45.30'47'E
74'34'41'
C42 50.00,
65.08'
38.07'
60.58'
545.30'46'E
74'34'41'
C43 • 320.00'
250.02'
131.78'
243.71'
N60'25'10•W
44'45'56'
C44 370.%'
289.00,
152.37'
28L78'
N60'25'10'W
44'45'55'
C45 155.H0'
144,78'
78.16'
139.58'
526'19'10'E
53'31'08'
C46 195.00,
192.16'
98.33'
175.60'
S26'19'10'E
53'31'08'
C47 t37 82'
107.89'
56.88'
105.16,
N30.39'08'W
44'51'18'
C48 125.00'
70.71'
36.33'
69.77'
S54.14'33'E
32'24'41'
C49 575.00'
514.58'
275.96'
497.58'
N55'54'29'W:
51'16'33'
C50 525.00'
469.84'
251.96'
454.32'
N55'54'29'W
51'16'33'
C51 665.16'
22.77'
11.39'
22.77'
N21'20'23'E
01*59,28,
C52 535.16'
62.85'
31.46'
62.81'
N27'40'24'E
06.43'41'
C63 55.00,
51.65'
27.90'
49.77'
NO2'35'37'W
53'48'03'
C54 55.00'
23.13'
11.74'
22.96'
N41'32'40'W
24'06'02'
C55 655.16'
98.21'
44.17'
89.14'
N42'36'24'E
07.42'52'
C56 655.16'
1.41'
0.70'
1.41,
N46'24'54'E .
00'07'22'
C57 655.16-
88.21,
44.17' _
88.14'
N34.53.32-E
07'42'52'
C58 655.16'
99.56,
49.87'
99.46'
N26'40'54'E
08-42'24-
059 66.00,
60.35'
33.62'
57.37'
S45'14'31'W
62'52'23'
C60 55.00'
57.93'
31.98'
55.29'
516'22 02 E
60'20'42-
C61 495.16'
24.75'
12.38'
24.75'
N35'13 37•E
02'55'23'
C62 535.16'
1.15,
0.57'
1.15'
N46.24 54'E
. 00-07'22-
C63 535.16'
72.05'
36.OW
72.00'
N42'36'24'E
07.42'52'
C64 485.16'
1.26'
0.63'
1.26'
N46'23'22E
00'08'54'
C65 741.65'
37.75'
18.88'
37.75'
S41'57'16-E
02'54'59'
C66 485.16'
82.61'
41.41'
82.51'
N41'33'37'E
09'45'22'
C67 535.16,
72.05'
36.08'
72.00'
N34.53'32•E
07.42'52'
C68 55.00,
47.73'
25.49'
46.25'
N78.27'29'W
49.4337'
C69 1014.
73.33'
36.68'
73.32'
N41'37'12'E
04'08'28-
C70 1014.58'
62.90'
26.45'
52.89'
N38'03119'E
02'59'14'
C71 25.00'
23.18'
12.50'
22.36'
S73'09'06'W
53'07 48'
C72 1064.68'
64.01'
32.01,
64.00'
S42.14'04'W
03'26 42'
C73 894.50'
61.18,
30.60'
61.16'
N41'30'30•E
03'55'05'
C74 894.58'
105.06,
52.59'
105.00'
S26'34'52'W
06'43'44-
C75 894.58'
75.92'
37.98'
75.90'
S32'22'3TW
04'51'46'
C76 894.58'
74.02'
37.03'
74.00'
S37'10'44'W
04'44'27'
C77 25.00'
9.33'
4.72'
9.27'
Sil'07'47•W
21'22'46'
C78 25.00'
7.84'
3.95'
7.81'
S30'48'09'W
17'57'59'
C79 50.00,
99.12'
76.38'
83.67'
S33-39'03'W
113'3442'
C80 50.00,
35.93'
18:78'
35.16'
S43'43'16'E
41'09'5W
C81 50.00,
112.87'
105.65'
90.39'
N24'53'14'W
129'20'45'
C82 575.00'
72.36'
36.23'
72.31'
N59'20'47'W
07'12'36'
C83 575.00'
72.36'
36.23'
72.32'
N66'33'24-W
07'12'39'
C84 575.00'
41.45'
20.73'
41.44'
N79.28'52'W
04.07'48'
C85 525.00'
93.28'
46.76'
93.16'
N76'10 36-W
10'10 48'
C86 525.00'
2.56'
1.28'
2.56'
NBI'24'23'W
00.16 45'
C87 575.00'
72.80'
36,45'
-72.75'
N73-47.21-W
07'15'14'
CBS 741.65'
37.42'
18.71'
37.41'
S31'42'58'E
02'53'26'
C89 575.00'
37.64'
18.83'
37.64'
N32'08'45'W
03'45'04'
C90 575.00'
73.38'
36.74'
73.33'
N37.40'38'W
07'18'42'
C91 575.00'
72.29'
36.19'
72.24'
N44.56'05'W
0712'12'
C92 525.00'
6.63'
3.32'
6.63'
N30'37'55'W
00-4375-
C93 525.00'
88.01,
44.11'
87.90'
N35'47'45'W
09*36115"
C94 525.00'
93.12'
46.68'
93.00'
N55'50'33-W
10.09'46'
C95 525.00'
93.12'
46.68'
93.00'
N45'40'46W
10'09 46'
C96 791.65'
74.03'
37.04'
74.00'
537.54'18'E
05'21'28'
C97 370.00'
56.80,
28.45'
56.74'
N42.26'03'W
08'47'42'
C98 791.65'
68.48'
"' 34.26'
68.46'
S32'44'54'E
04'5722'
C99 370.00'
23.22'
11.62'
23.22'
NBl'00'14'W
03'35'46'
C100 370.00'
68.86,
34.53'
68.75'
N73'52'29•W
10.39'43'
C101 320.00'
105.09'
53.H2'
104.62'
N57'54'15'W
18'49'02'
C102 320.00'
86.51'
43.52'
86.24'
N75'03'26'W
15'29'21'
C103 370.00'
70.10'
35,16'
70.00'
N63'06'57'W
10.51'22'
C104 320.00'
58.42'
29.29'
58.33'
N43-15'58-W
10'27'32'
C105 370.00'
70.10'
35.16'
70.00'
N52'15'35'W
10'51'22'
C106 575.00'
72.30'
36,20'
72.26'
N62'08'20'W
07'12'I8'
C107 525.00'
93.12'
46.68'
93.00'
NGG'00'19'W
10'09'46'
Ci08 155.00,
43.19'
21.74'
43.05'
S45.05'45'E
15.57'58'
C109 155.00'
101.59'
52.70'
99.78'
518'20'11'E
37'33'10'
C110 195.00,
65.33'
32.97'
65.02'
S31'38'14'E
19'11'41'
Cill 195.00'
40.31'
20.23'
40.24'
S47'09'24'E
11'50'39'
C112 200.00,
76.75'
38.85'
76.28'
580'56'25'W
21'59'16'
C113 182.83'
36.84'
18.48'
36.78'
N44'54'10'W
11'32'47'
C114 182.83'
7.67'
3.83'
7.67'
N51.54'08'W
02.24'10'
C115 200.00'
9.23'
4.62'
9.23'
N09'32'47'W
02'38'43-
C116 195.00'
17.33'
8.67'
17.32'
S02'06'20'E
05'05'27'
C117 195.00'
69.18,
29.82'
58.95,
S13'20'44'E
17'23'21'
C118 100.00,
14.74'
7.38'
14.73'
S12'26'51'E
08.26'50'
C119 100.00,
56.40'
28.43'
54.69'
S32'32'28'E
31'44'25'
C120 100.00,
60.02'
30.95'
59.13'
S65'3624'E
34'23 27'
C121 200.00'
22.76'
11.39,
22.75'
N84'48'21'
06.31'12'
C122 25.00'
10.01,
5.07'
9.94'
N58'5B'47W
22'56'19'
C123 25.00'
6.59'
3.32'
6.57'
N39.57'18'W
15.06'32'
C124 25.00'
15.43'
7.97'
15.19'
S30'06'20'W
35'22'04'
C125 t25.00'
70.71'
36.33,
69.77'
S54'14'33'E
32'24'41'
C126 55.00,
26.34'
13.43'
26.09'
N8170975'E
27-26'30-
C127 55.00'
50.61'
27.26'
48.84'
558'45'41'E
52'43'17'
C128 55.00,
52.81'
28.64'
50.90,
N39'55'44'E
55'00'52'
C129 741.65'
94.96'
47.54'
94.89'
S36.49'44'E
07'20'10'
C130 25.00'
1.17'
0.58'
1.17'
542'12'38'E
02'40'47'
C131 791.65'
39.09'
19.55,
39.09'
S41'59'55'E
02'49'4V
C132 1064.58'
73.38'
36.71'
73.37'
538'32'13'W
03'56'58'
C133 655.16'
300.16'
152.76'
297,54'
N33'27'43'E
26'14'58'
C-134 894.68'
316.18'
159.76'
314.54'
N33'20'31'E
20'15'02'
C135 884.58'
312.44'
157.86'
310.82'
S33.19'01'W
20-14'14'
1014.58'
63.20'
540'07'35'W
07'07'42'
C137 884.58'
48.65'
24.33'
48.64'
S45'00'40'W
03.09'04'
LEGEND
P.B. - PLAT BOOK
PGS - PAGES
A -DELTA
R -RADIUS
L -LENGTH OF ARC
T.B. - TANGENT BEARING
PC - POINT OF CURVATURE
PRC - POINT OF REVERSE CURVATURE
PT - POINT OF TANGENCY
FOB - POINT OF BEGINNING
R.R. - RAILROAD
OR. -OFFICIAL RECORDS
REC -RECOVERED
C.M. - CONCRETE MONUMENT
GIS - GEODETIC INFORMATION SYSTEM
C - CURVE
P.R.M. -PERMANENT REFERENCE MONUMENT
P.CA- PERMANENT CONTROL POINT
P.L.S.- PROFESSIONAL LAND SURVEYOR®
COR. - CORNER
elm'
j
R/W . RIGHT-OF-WAY
• �.n
S/W - SIDEWALK
se
inglton&
ESMT. - EASEMENT
NR.-NON RADIAL
M
assn aces
RAD.- RADIAL
INCORPORATED
e2O S. MAGNOLIA AVENUE
01 A�/} j�J r,rr�{�{�q,
ORLANDO FLORIDA. 32001
(407) "3-6120
FORM 5
AVH6PPT.00I
s (Villages 12113)