HomeMy WebLinkAboutIII (H) Approval and Authorization for Mayor and City Clerk to Execute the Final Plat of Willows on the Lake Agenda 8-07-2001
Item III H
'CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER
7oN Ocoee T S.SCOT I VANDFR< RIPr
y cr.; CITY OF OCOEE COMMISSIONERS
R'Is' � DANNY HOWELL
a ISON LAKL.S'IIORL DRIVE scou ANDERSON
p
�� O OCOEE, FLORIDA 34761-2258 RUSTY JOHNSON
bj �� (d07)905-3100 NANCY I PARKER
�40f GOOD NN Ac! mG Cm MANAGER
JIM GLEASON
MEMORANDUM
DATE: July 30, 2001
TO: The Honorable Mayor and Board of City Commissioners
FROM: Rosanne M. Gavrilovic Pin .
Engineer I
THROUGH: James W. Shira, P.E.
City Engineer/Utilities erector
SUBJECT: Plat for Willows on the Lake
Willows on the Lake is a 86 lot single-family subdivision located on the east side of Clarke
Road,just north of Silver Star Road. All required documentation pertaining to the platting of
this subdivision has been reviewed and approved by City Staff.
Based on an engineer's estimate submitted on March 27,2001, an Irrevocable Standby Letter of
Credit(performance bond) has been issued in the amount of$554,595.68 for site improvements
which had not been completed at that time. To date, most of those items have been constructed.
An Irrevocable Standby Letter of Credit(maintenance bond) in the amount of$46,517.05 has
been posted to the City for a period of two (2) years to guarantee the workmanship of the
improvements that will be maintained by the City.
I recommend the City Commission approve the final plat of Willows on the Lake as submitted.
PoWt
SHEET ' OF 2 PLA T
AKE
BOOK PAGE
WILLOWS ON THE LAKE (zees G rI,? 71lEA'E•O-=)
A REPL A T OF A PORTION OF L AKE JOHIO SHORES PER PL A T BOOK O, PA GE 541 PUBL IC RECORDS OF ORANGE COUNTY, FL ORIDA DEDICATION
KNOW ALL MEN BY THESE PRESENTS, that the corporation named below, being the
AND A PORTION OF SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FL OR/DA owner fee simple of the lands described in the foregoing caption to this plat, hereby
dedicates said lands and plat for the uses and purposes herein expressed and dedicates
Tract J to the City of Ocoee and the easements shown hereon to the perpetual use of the
public unless otherwise noted,
In witness whereof, the undersigned has caused these presents to be signed and attested to
by the officers named below and its corporate seal to be affixed here oe60 d
2001.
Landstar Development Corporation, Signed and sealed in the presence of:
a Florid or
-
By:
LEGAL DESCRiPTION
Wiliam D. sisey Witness: Ke7^A%�1/�! Executive`Vice-Pteresident (Printed Name) ''
NOTES: Commence at the North Quarter Corner of Section 16, Township 22 South, Range 28 -
East, Orange County, Florida; thence run S 00°0233" W, along the West line of the Witness: 4wDlM.
1. THE CITY IS SUBJECT TO THE TERMS, PROVISIONS, AND RESTRICTIONS Northeast Quarter Of said Section 16 (Printed Name)
OF F.S. CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF , a distance of 1015.03 feet; thence departing
BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO said West line of the Northeast Quarter Of Section 16, run N 89036'05" E, a distance Goi �F WILLOWS ON THE LAKE STATE OFb-G.°�f
DA
LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM Of 141.07 feet to the East right of way line of Clarke Road and the Point of COUNTY OF ��
THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN g Y DEDICATION
SHALL BE CONSTRUED AS SUCH AN EXEMPTION. Beginning; thence continue to run N 89036'05" E, along the South line of Waterside, This is to certify that the foregoing instrument was acknowledged before me this '?t�
KNOW AL,C MEN BY THESE PRESENTS, that the undersigned, being the owner in fee g
2. UNLESS OTHERWISE NOTED, THERE IS A 5 FOOT UTILITY AND according to the plat thereof, as recorded in Plat Book 27, Pages 37, 38 & 39 of the day of 2001, by William D. Morrisey, Executive Vice -President of Landstar YV§L 0 WS ON THE
simple of the lands described in the foregoing caption to this plat, hereby dedicates said Development Corporation, a Florida Corporation, on behalf of the corporation. He,is check'
DRAINAGE EASEMENT ALONG ALL SIDE LOT LINES AND A 10 FOOT UTILITY, Public Records of. Orange County, Florida, a distance of 1206.07 feet; thence run S lands and plat for the uses and purposes herein expressed and dedicates the easements one) H'personall known to or pro ce DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO ALL ROADWAYS. 31039'27" W, a distance of 100.29 feet; thence run S 24047'18" W, a distance of 93.93 shown hereon to the perpetual use of the public unless otherwise noted. y ] p ,d as identification.
SIDEWALKS WILL BE PLACED WITHIN THIS EASEMENT ONLY IF NECESSARY ,,
TO AVOID EXISTING PROTECTED TREES TO BE PRESERVED. feet; thence run S 13046'27" W, a distance of 66.00 feet; thence run S 02021'24" E, a In witness where ,the undersigned ► slgnatur
• �[ie`reunto set hand and -(Printed Name) I^�
distance of 85.06 feet; thence run S 12036'28" E, a distance of 95.61 feet; thence run seal on 2001.
3. TRACTS A AND B (570� p 1 "aid Gr9�ii-� %' A S :. 6�3t (`,�/��L AND S 21 °®3'23" E a distance Of 76.35 feet' ° ' " Notary Public, State of Aa' 17? A _
thence run S 28 25 04 E
LANDSCAPE BUFFERS), TRACTS E AND I (RECREATION AREAS), TRACT G � � , a distance of 83.23 Pat�.i�a"� Barnette Signed and se�si in the presence Commission Numbers ®Aaa
(CONSERVATION AREA), AND TRACT H (PRIVATE ROADWAYS) SHALL BE feet; thence run S 34025'30" E, a distance of,75.28 feet; thence run S 40011'04" E, a �--; My Commission Expires -"
OWNED AND MAINTAINED BY THE WILLOWS ON THE LAKE AT LAKE JOHIO
distance of 79.85 feet thence run S 45 31 15 E a distance of 75.94 feet; thence run „�,�_
HOMEOWNERS ASSOCIATION, INC. ("ASSOCIATION"). THE ASSOCIATION ' ' 'y.
SHALL MAINTAIN THE LANDSCAPE MEDIANS AT THE CLARKE ROAD S 55007'16" E, a distance of 76.14 feet; thence run S 66000'03" E, a distance of 81.49 Witness: t F ' JOINDER AND CONSENT
ENTRANCE AND THE LAKE JOHIO ROAD ENTRANCE. feet; thence run S 70022'02" E, a distance Of 79.95 feet; thence run S 74035'03" E, a (Printed Name)
4. TRACT F (LIFT STATION SITE) SHALL BE OWNED AND MAINTAINED BY distance of 71.24 feet; thence run S 82003'14" E, a distance of 85.05 feet; thence run r WILLOWS ON THE LAKE is presently encumbered by a mortgage ds Bo k 6 7r�(�r A•
(the "Mortgagee") which mortgage was recorded in Official Records Book ti077, at Page
THE CITY OF OCOEE. N 89021'15" E, a distance Of 85.00 feet; thence run N 80045'48" E, a distance Of 86.24 2608, of the Public Records Of Orange County, Florida (the "Mortgage").
feet; thence run S 00021'41" E, a distance Of 246.03 feet; thence run S 89029'59" W a Witness: eke {Aar Mortgagee hereby certifies that it is the holder of the mortgage and hereby joins in
5, ACCESS RIGHTS TO CLARKE ROAD FROM TRACTS C AND D ARE ' ' (Printed Name) and consents to the foregoing Declaration of Covenants and Restrictions for WILLOWS ON
HEREBY DEDICATED TO THE CITY OF OCOEE, distance of 1308.80 feet; thence run N 00001'43" E, a distance of 160.01 feet; thence THE LAKE (the "Declaration") and hereby agrees that the Mortgage shall be subordinated to
run S 89029'59" W, a distance of 660.03 feet to said East right of way line of Clarke the foregoing Declaration.
6. THERE IS A CONSERVATION EASEMENT AND A 25 FOOT UPLAND STATE OF ,t r • t>.� In ess whe of, the undersigned BUFFER / CONSERVATION AND DRAINAGE EASEMENT IN FAVOR OF THE Road; thence run the following courses and distances along said East right of way COUNTY OF Loo'llS a has caused these presents to be duly executed this
CITY OF OCOEE ALONG THE REAR PORTION OF TRACT E AND LOTS 16 Ilne; thence run N 00°01°43" E, a distance of 363.54 feet to the point of curvature Of 4 2001.
THROUGH 31, INCLUSIVE, AS SHOWN HEREON. THE INDIVIDUAL OWNERS This is to certify that the foregoing instrument was acknowledged before me this
SHALL MAINTAIN THE 25 FOOT UPLAND BUFFER / CONSERVATION AND a curve, concave southeasterly, having a radius of 1869.86 feet and a central angle day of C4. 2001, by Patricia A. Barnette. She is (check one) C4 personally Bank of Americabi.•A.
DRAINAGE EASEMENT AREA. of 18000'12"; thence run northeasterly, along the arc of said curve, a distance of known to me j produC as identification.
- J j Signed, sealed and delivered in the presence of: B .---
684.40 feet to the POINT OF BEGINNING.
7. THERE IS A CONSERVATION EASEMENT OVER TRACT G IN FAVOR OF Signature C 4-
THE CITY OF OCOEE TO PROVIDE A NATURAL BUFFER BETWEEN THE (Printed Name) L..� S ct A Evita Francuz
RESIDENTIAL AND COMMERCIAL DEVELOPMENT, Containing 33.62 acres, (1464416 sq ft) more or less. om„. Title: Vice -President
Notary Public, State of � +�� ` Print or Type '
8. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER TRACT H IS Commission Number Print
o
HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER My Commission Expires 00 I�
APPLICABLE AUTHORITIES FOR FIRE, LAW ENFORCEMENT, AND OTHER
EMERGENCY SERVICES. MAIL, REPRESENTATIVES OF UTILITIES FOR THE 4.S 70 407' /� 0A` WILD-5 Orr 7lfk' LAX'
PURPOSE OF CONSTRUCTING, MAINTAINING AND REPLACING THEIR JOINDER AND CONSENT a Print or Type Name
RESPECTIVE UTILITIES SERVICING THE LANDS ENCOMPASSED BY THIS PLAT. � B /�
TRACT H SHALL REMAIN PRIVATE AND THE SOLE AND EXCLUSIVE WILLS ON THE LAKE is presently encumbered by,a mortgage to =:4 i4 0;;*4i&.4 ,a� STATE OF
-+ ° A.• 41sda 1,21d;m%a! Oanh, N.A. � r:�+$g� .� � wh;&% martq,10,r � �x �t �A• 4 iq COUNTY of
PROPERTY OF OWNERS, ITS SUCCESSORS OR ASSIGNS. � t � �i�,gi`39,F1ja I17%PVb'UcRecar4sof€ Map Mt�r�,�tyc �: �o �9�p,•
9. THERE IS A UTILITY EASEMENT OVER, UNDER, AND ACROSS TRACTS C, Mortgagee hereby certifies that it is the holder of the mortgage and hereby loins in T e foregoing Joi a d C,o nt as acknowle eg befo"PA_ t is
D, H, AND I. THERE IS A DRAINAGE EASEMENT OVER TRACT H. and consents to the foregoing Declaration of Covenants and Restrictions for WILLOWS ON day of 2001, by VA A`i l� ev as d G g f of
THE LAKE (the 'Declaration") and hereby agrees that the Mortgage shall be subordinated to lank of Am rica, N.A., on behalf of the National Banking s tion,
10. PARKING ON THAT PORTION OF TRACT H (MARSH WREN COURT) IN the foregoing Declaration.
FRONT OF LOTS 28, 29, 30 AND 31 IS PROHIBITED. THE ASSOCIATION
SHALL POST NO PARKING /TOW AWAY ZONE SIGNS AND ENFORCE THIS In witness whereof, the undersigned has caused these presents to be duly executed this NOGARY PUBLIC, State of
PROHIBITION. 2001. Florida At Large
11. AN EMERGENCY ACCESS EASEMENT TO THE PRIVATE STORM p [NOTARIAL SEAL]
DRAINAGE SYSTEM OVER TRACTS A, B, C, D, J, K AND L AND OVER ALL '�® �•iI
DRAINAGE EASEMENTS SHOWN ON THIS PLAT IS HEREBY DEDICATED TO Signed, se led and delivered in the presence of: By:- - Print or StampName of
THE CITY OF OCOEE FOR EMERGENCY MAINTENANCE PURPOSES. THIS _ '�- ��t'tMA Notary
EMERGENCY ACCESS EASEMENT DOES NOT IMPOSE ANY OBLIGATION,`'" `�' .
BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY OF OCOEE TO (Printed Name) / � i (p�S1o�O03
ENTER UPON THE SUBJECT PROPERTY AND TAKE ANY ACTION TO REPAIR eC l gg
��. Title:
OR MAINTAIN THE PRIVATE DRAINAGE SYSTEM. Print or Type Nara
12. NO PART OF SAID LANDS, EXCEPT AS NOTED ON THIS PLAT IS f'
DEDICATED TO THE CITY OF OCOEE OR TO THE PUBLIC. CERTIFICATE OF PREPARING SURVEYOR
/ 5
Print o yp N me
THIS PLAT WAS PREPARED UNDER MY DIRECTION AND SUPERVISION, THIS PLAT,:GA�PCIES
13. BEARINGS SHOWN HEREON ARE BASED ON THE SO.�# lls�,9� �%� 7H� A�R!f�11/�.ST �' �' �
WITH ALL OF 'THE SURVEY REQUIREMENTS OF CHAPTER 177, FLORIDA TA
ANCA�SUMEDTDA?UM.IP 22 SOUTH, RANGE 28 EAST, BEING N 89'29'S9' E, STATE OF r�'z•0,
SI�T'
1 COUNTY OF y.l tR L�• r. .
Th foregoing Joinder an onsent was acknowledged before me this °
Namy as y f
o �
2001, b
O on behalf of - � _- _ DATE --
6 SIGNATURE - _
Y !v �, BRETT A. MOSCOVITZ, P. L,S SURVEYOR'S REGISTR�T101 i No LSr 561; '
AMERICAN SURVEYING & CERTIFICATE OF AUTHORlZA ION ?No LB ;
NOT Y PUBLIC, to f
MAPPING, INC. r a,
At La ge 320 EAST SOUTH STREET, SUITE 180 -
[NOTARIAL SEAL] 1�� c ORLANDO, FLORIDA 32801
CER TIFICA TE OF APPROVAL
" Print or stamp Name of B Y CITY PLANNING DIRECTOR
LEGEND AND ABBREVIATIONS - Notary
R/W RIGHT-OF-WAY 041 r'0, � r q � e �'
PB PLAT BOOK f tJ EXAMINED
0 AND
PG PAGE OR OFFICIAL RECORDS CQ WINTER APPROVED:
q CENTERLINE GARS CITY PLANNING DIRECTOR ------------ --- DATE ---
PC POINT OF CURVATURE
PRC POINT OF REVERSE CURVATURE EN ROq�
PT POINT OF TANGENCY
C 1 CURVE NUMBER �RNP�KE CERTIFICATE OF A PPR O VA L
R RADIUS
A ARC LENGTH
BY CITY ENGINEER
p CENTRAL ANGLE
CCR CERTIFIED CORNER RECORD
DENOTES PRM (PERMANENT REFERENCE MONUMENT) l O /�A T/O A) A AA D �j A lD l/�Y A f /j Q EXAMINED
SET 4'k4 • CONCRETE MONUMENT (PRM-LBf6393) UNLESS NOTED OTHERWISE LOCATION l l V MAP AND KEY MAP AND
O DENOTES PCP (PERMANENT CONTROL POINT) NOT TO SCALE APPROVED: ---------------------
SET NAIL WITH DISK (PCP-LBJ6393) UNLESS NOTED OTHERWISE '------------ ----------
SR STATE ROAD
CITY ENGINEER DATE
R. R. RAILROAD
T- CHANGE IN DIRECTION (NO POINT SET)
CM CONCRETE MONUMENT CERTIFICATE OF A PPR 0 VA L
CB CHORD POINT ,G CERTIFICATE OF REVIEW
CD CHORD DISTANCE B Y CITY SURVEYOR BY THE BOARD OF CITY COMMISSIONERS
P.U.E. PUBLIC UTILITY EASEMENT
(R) RADIAL
THIS IS TO CERTIFY THAT ON ------------------------THE FOREGOING PLAT WAS
(NR) NON --RADIAL- THIS FLAT f!AB CJYEEN Rf"VICWED FOR CONrORMITY WIIN CHAPTER 177, FLORIDA STATUTES, APPROVED BY THE CITY COMMISSIONERS OF OCOEE, FLORIDA.
CONTINUED ON NEXT SHEET
L 1 LINE NUMBER
CH CHORD - ® CITY ATTORNEY
P � �� MAYOR OF OCOEE
CITY SURVEYOR'S S/GNATU DATE ATIES T.•
------------------------------
CITY CLERK -----------
NOTICE:• THIS PLAT, AS RECORDED ` IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN CERTIFICATE OF COUNTY COMPTROLLER
AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRA PHI C OR DI GI TA L FORM OF THE I HEREBY CERTIFY THAT !NAVE EXAMINED THE FOREGOING PLAT AND FIND THAT IT '
PLAT {� COMPLIES IN FORM WITH ALL THE .REQUIREMENTS OF CHAPTER 177, FLORIDA STATUES,
THERE MA Y BE ADDITIONAL RESTRICTIONS THA T ARE NOT RECORDED ON THIS PLA T THA T MA Y BE FOUND IN THE PUBLIC �S R
�� AND WAS FILED FOR RECORD ON ____________ AT--- FILE NO__
AMERICAN SURVEYING & MAPPING
RECORDS OF THIS COUNTY.' 4!.
�-
320 EAST SOUTH STREET, SUITE 160, ORLANDO, FLORIDA `" '� ?�, --------------------------------------
-.C� I COUNTY COMPTROLLER
32801- (407) 426-7979 LB NO. 6393 !' ,. �` IN AND FOR ORANGE COUNTY, FLORIDA
f L BY:
- ASM18807PLALDWG
y---------------- ------ D.C.
Ir
W n
L 00 fL A
SHEET 2 OF 2 WS ON T§4E KE
A REPL A T OF A PORTION OF L AKE JOHIO SHORES PER PL A T BOOK Q, PAGE 54, PUBLIC RECORDS OF ORANGE COUNT Y FL
AND A PORTION OF SECTION 161 TOWNSHIP 22 SOUTH RANGE 2 J ORIDA
8 EAST CITY OF OCOEE ORANGE COUNTY! FLORIDA
CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA CURVE RADIUS LENGTH TANGENT CHORD BE CURVE TABLE
Cl 1200.00' 584.40' 24 .62' 582.00" 50901'49"W 1800'f2" C34 125.00' 84.23' 43.79' 82.65' 5710538'E 383634" C C67 R719! 86' LENGTH
60.91' T A30.46T C 60R91' S101 R!56" DELTA CURVE RADIUS LENGTH TANGENT CHARD BEARING
C2 200,00' 83.99' 11 5R' 83.31' N7055'11"W 2, 44" C35 75.00' 44.11' 22.71' 43.48' N72'45'08'E 334155 C68 1719.86' 66.93' 33.4T 66.92' S72y1,56"W 0
W 02 01 '45" C 100 225.00' S2.12' 26.18' 52.01 ' 5684 7 51 E
C3 200.00' 23.13' 11.58' 23.11' N79 38'17"W 06 37'30" C36 25.00' 38.87' 24.60' 35.0T N7933 36"W 89 04 27" C69 1719.86' 4.83' 2.42' 4.83' Sl 2 73 47 C701 25.00'8.18' 15.55' S17 02 39'E
C4 200.00' 08.6 55.67' 60.63" N67362& L 1726'14" C3T 740.53' 472.72' 244.73' 464.74" S53'18'39'E 363431 C70 75.00' 48.79' 25.30' 33125"W 0009'40" C102 25.00' 17.73' 9.26 17.36'
C5 200.00' 108.60' 55.6T 107.2T S742639'E 3106'41" C38 35.00' 41.15' 23,33' 38.82' N3755'03"W 6721'42" C71 75.00' 26.39' 13.33' 4794 S32'14'31"W 3T1632" C103 55.00' 85.33' S395' 7703 S5528'41 E
C6 200.00' 16 3 80' 86,81 ' 159.26' N6632'13"W 46 55'33" C39 25. 00' 40.06' 25.81 ' 35.91 " N51 '08'24'E 91 '49'07" C72 75.00 24.29 12 25' 26.26' S60 57'41 "W 20 09'48" C104 55.00' 25.27 12.86 25.05' N3122 47"W
C7 00.00' 82.60' 21.64' 80,72' S2325'48"W 4648'10" C40 690.53' 5J7.90' 271.81' S05,85' S5630'33'E 4258'20" C73 75.00' 30,61' 15,52' 24.19 S80'19'20"W 183330" C105 55.00' 22.59' 11.46' 2243' N26'15'56E
CB 150.00' 29.41' 15.14' 2&99' S6644'17'E 4779'28" C41 742,64' 488.30' 253.34' 479.55' S761112E 374021 C74 75.00' 32.57' 16.54' 30.40' N7842'25"W 232300 C706 55.00' 40.30' 21 11' 39 N51'11'48 E
C9 94.00' 50,01' 15.14' 28.99' N72'45'08'E 33'41'S5" C42 75.00' 121.80' 79.10' 108,85' N43'S228"W 9i0253" C75 75.00' 34.39' 17.50' 41' N835727'E
32.31' N543435DV 2452'40" C107 55.00' 34.59' 1789' 34.02' S570155E
C10 1694.86' 450.01 ' 226.33' 448.69' S05 59'S2"W 15'72'46" C43 75.00' 99. 48' S8.59 92.35 S57 3610W 75 59'S0" C76 75.00' 24.23' 12 22' 24 03, N2g 0c '04 "W 26'16 22" Cl08 55.00' 35.91 ' 18. 62' 35.27' S20'18'42 E
12 1694.86' 258.27' 129.39' 258.02' S02'4525"W 08'43'S2" C44 1719.86' 132.67" 66.37 132.64 S112339"W 0425'12" C77 74264' 30.32' 15.16' 0636'27"W 1830'51" Cl09 1719.86' 2.96' 1. 48' 2.96'
C12 1694.86' 191.73' 95.97' 191.63' S1021'48"W 0628'S4" C45 25.00' 38.34' "8611
'9' N5307'00'E 8751',7 C78 742.64' O..325. ' 4261' 30,32' S0128'47"W 022022" C110 1719.86' 7345' 36,73' 7345' SOl'3334'E
Cl3 50. 20' 66.32' 39.06' 61.56' S5136'10"W 75 59'S0" C46. 25.00' 40.16' 8' S36 56'OS'E 92 O7'48" C79 742.64' 149.99' 75• 25' S00'17'11 E
85.09' S02 58'26'E 0634'05" C111 1719.86' 64.25' 3213' 64.25' S02 00 26"W
C14 50.00' 81.20' S2.73' 72.57' N4352'28"W 93'02'S3" C47 25.00' 51.00' 7' N715858'E 11653'20" CBO 742.64' 96.29' 75.21' 96.22'
149.73' S12 02'38'E 1134'18" C712 1719.86' 62.04' 31.03' 62.04' SO4 O6 39 "W
C16 76764' SO4.73' 261.8T 495.69' S16'11'12'E 3T4021" C48 55.00' 235.58' 6' N43'4528"W 24524'31" C81 74264' 87.74' 43.92' 8768' 5213239'E 0725'44" C113 1839.86' 59.92' 29.96' 59.92' SO4'0424"W
Cl6 767.64' 492.33' 254,96' 483.93' S15'4326'E 36'44'48" C49 25. 00' 53.24' 4' S1756'11"W 12201'15" C82 742.64' 38.83' 1942' 3 S2838'35'E 06'46'O8" C114 1839.86' 76.94' 38.47' 76.93' SO7'
C17 767.64' 12.40' 6.20' 12,40' S3433'36'E 00'55'J-- C50 75.00' 61.95' .' S6644'11'E 4T19'28 C83 690.53' 8.68' 4,34' 8.82'S633"W
8.82' S3331'31'E 0259'44" C115 1839.86'E22.99' 11.50' 22.99' S0023'12"W
C18 715.53' S36.65' 281.65' 524.16' S56 30 33'E 42 58 20" C51 35.00' 72.95' S9.92' 60.44' N29 53'32'E 119 25'O6" C84 690.53' 96.20' 48. 18' 96.12' S35 23'00'E 00,43,13" Cl 16 1859.86'.10' 84.61 ' 169.04' S0238'"WC19 1859.86' 62.40' 31.20' 62.40' S0807'O6"W 015520" C52 792'','.S1335OJE 3227S9C85 69053' t0214' .',5' S39S3944'04'E 0758S5" C717 1839.86'85' 79,97' 159.80' S0231'03"W
C20 1859.86' 62.30' 31.15' 62.30' S06'11 51 "W 01 55'09" C5.'40.60' 26.3736.28N4352 28"W 93 02'S3" C86 690'''5562846 "E57 46'E 0828 JO" C1 88 25.00'26' 787' 15.02' N1270'17"W
C21 25.00' 8,44' 25.80' 35.97" S51'08'37"W 91'48'41" C54 25.00' 33.76' 19.53' 30.78' S5136'10"W 7559'S0" C87 690.53' 92,97' 46.55' 92.90' 56435''11 E 0832'78" C119 55.00' 23.18' 12.50' 22.36' N5623'09"W
C22 29.86' 0 . 71' 01 47' 34.76' N3854'11 "W 88'OS'42" C55 1669.86' 142.0T 71.08' 142.03' Sll'10'00"W 0452'29" C88 690.53' 94.33' 47.24' 94 25' S7 0742 49 C120 225.00' 19.37' 9.69' 19.36' N8732'03"W
C23 1 55.00' 2 4.00' 107.47' 202.59' S01 46'04"W 06 45'71 " C56 25.00' 24.06' 13.05' 23.14' S18 50'23'E 55 08'78" C89 690.53' 20.69' 10.34' 20.69' 57708'74'E
2 21 57'E 07 49 ;35" C121 225.00 72, 44 " 36.54' 72.13' N75 50'42 "W
C24 55.00' 244.00' N51'1755'E 254'11'08" C57 175.00' 133.14' 69,98' 129.95' S68'12'16" 4335'28" C90 740.53' 237.38' 719.71' 236.36' S52 49'Ol'E 182T'
C25 ,);z 00' 3354' 11.84' 31. 08' S37 21 37'E 76 52'03" C58 225.00' 158.75' 82.84' 155.48' N69 47'13"W 40 25'34" C9l 740.53' 70.13' 35. 09 01 42 59 C722 225.00' 66.94' 33. 72' 66.70' N58 05 51 "W
C27 1625.86' 102.75' SL31' 102.73' S03O721"W 033132" C59 1859.86' 790.60' 145.60' 290,31' S133320"W 0857'09" C92 740.53' 41.16' S8' C123 25.00' 14.66' 7.55' 14.45 S662209E
70.71 ' S4055'15'E 05 25'35'" C124 25.00' 36.35' 22.23' 33.23' N55'11 '11 'E
C27 25. 00' 49.33' 37.81 ' 41.71 ' S61 '1 B'43"W 113 03'13" C60 1839.86' 287.86' f 44.22 287.57 S13'45 27"W 08 57 52" C93 125.00' 28.98' 14.56' 28.92' SS
20.58' 41.15' S8J*45' 1'E 031104 C125 55.00' 62.79' 35.31' S9.43' S46'1429"W
C28 175.00' 109.32' 75.76' 108.25' '66 0450E 2750'20" C61 1839.86' S9.94' 29,97' S9,94' S70'12'31"W 01'52'00'" C94 125.00' S5.25' 28.08' S4.80' S6427'04"
3 45 21 'E J 3'17'08" C 126 55.Op' 47.03' 25.06' 45.61 ' N76 33 28 "W
C29 175.00' 144.33' 75.96' 139.35' N6632'13"W 4655'33" C62 1839.86' 74.08' 37.04' 74.07' S72'17'43"W 02'1825" C95 75.00' 33.50' 17.04' 33.22' S1249'31 "W
C30 25. 00' 39.23' 24.96' 35.33' N015243"E 8954'20" C63 1839.86' 70.08'70.08' S743224"W 02'10'S7'" C96 75.00' 27.76' 74.04' 2760 S E 25'1926'" C727 55.00' 39.78' 20.81' 38.92' N3120'19"W
C31 75.00' 61.26' 32.46' 59.58' S232548"W 46'48'10'" C64 1839.86' 83.75' 41.88' 8375 S1656'08"W 0236'30'" C97 175.00' 81.16' 74.32" 80.42' N5 2533'37" C128 55.00' 34.68' 1794' 34.11' N0726'49'E 3613'36"W 2172'33" C729 55.00' S7.29' 2768' 49.46' N52'13'43'E
C32 25. 00' 20.42' 11.50' 19.86' S2325'48"W 81 *22 10" C66 25. DO' 2318' 12.50' 22.36' N70 29'03'E 53'07'48" C98 175.00' 62.18' 31. 42' 61.85' N79 21 29"W 20 21 '30" C731 7g
62129"W 2634'03"' C730 792.64' 70.44' 35.24' 70.41 S27'16'16E
C33 25.00' 35.51' _ 21.50' 32.60' S8731'16"W 8J2247" C66 25. DO'- 15.76' 7.82' 14.92' N2633'06'E 34'44'06" C99 225.00' 57.20' 28.76' 5705' S82'43'Ol'E 1433S7" C132 792,B4' 7532 376g 75.2g S2200'12'E
L�NE(�� ((�� 2.94' 36.49' 72.91' S1638'42'E
TAI.JL I E N POI T
OF
COMMENCEMENT
NORTH 1/4 CORNER SECTION 16-22-28
REC 6"X6" CONCRETE MONUMENT - NO NUMBER
CERTIFIED CORNER RECORD y060047
- --N_89'39'24" E 2644.46' (TO NE CORNER)
WA TERSIDE
PLAT BOOK 27, PAGES 37-39
1 3 I I I I I I I I
o o
I
N \J LOT 41 i LOT 42 i LOT 43 LOT 44 i LOT 45 i LOT 46 i LOT 47 i LOT 48 i LOT 49 i LOT 50 i LOT 51 / TRACT "A
04 "
N (1) J POINT OF
�2 1 BEGINNING
o -- N 89----E--- 1 I N 89 3�t 05 E 1 SOUTHILINE OF WATER IDE
LINE
BEARING
DISTANCE
Ll
_
N 88'23'29" E
_
30.00'
L2
N 35'0123" W
57.10'
L3
N 12'00'17" E
30.00'
L4
S 46'49'53" W
32.85'
L5
S 46*4953 W
34.42'
L6
S 35'01'23" E
57.10'
L7
N 36'51'38" W
29.79'
L8
S 2'48'05" E
L9
1
N 2'S9'27" E
33.3'
33.37'
LID
N 50'01'07" E
30.87'
L11
N 20'55'25" E
29.74'
L12
S 32 18 05 E
37.78
141.07'
w
i . TRACT C
20' WALL &
n 0D LANDSCAPE
_ � BUFFER
p N 1 +
o
z :, o
``1 I N
L13
N 55'54'10" E
8.76'En
L14
N 89'29'59" E
75.00'
L 55
S 89'29'59" W
75.00'
L16
N 35'01'23" W
20.31'
L17
S 08'54'12" W
26.19'
L18
S 22'16'54" W
19.62'
L19
S 13*00'17" W
40.21'
L20
S 03'04'
L21
22 W
S 23'00'47" W
14.82
53.47'
L22
S 25'53'45 W
40.07'
L23
S 25'53'45" W
12.27'
L24
S 25'29'51_' W
19.60'
L25
S 15'16'44" W
15.33'
L26
S 24'53'49" W
46.02'
L27
S 08'54'12" W
19.16'
L28
S 22'16'54" W
19.75'
L29
S 24'53'49" W
8.17'
L30
S 08*18'54" W
9.88'
L31
S 12'01'58" E
3.73'
L32
S 05'32'04" E
20.33'
L33
S 03'04'22" W
_
11.73'
L34
S 08*36'15" W
45.98'
L35
S 08'54'12" W
4.03'
L36
S 07'39'14" E
26.74'
L37
S 27'24'41 " E
22.58'
L38
S 25'38'17" E
2.66'
L39
S 27*24'41" E
18.61'
L40
S 07'39'14" E
23.34'
L41
S 12'01'58" E
62.91'
L42
S 19'22'30" E
38.78'
L43
S 25*38'17" E
22.63'
L44
S 37*39'05" E
18.97'
L45
S 19'22'30" E
38.46'
L46
S 37'39'05" E
17.58'
L47
S 25-38117" E
27.53'
L48
S 19*22'30" E
2.58'
L49
S 24'28'59" E
17.02'
L50
S 31'58'09" E
37.02'
L51
S 31*14'37" E
27.45'
L52
S 31'58'09" E
38.49'
L53
S 24'28'59" E
19.77'
L54
S 31'14'37" E
26.50'
L55
S 31 *14'40" E
36.04'
L56
S 38'57'03" E
43.46'
L57
S 38'57'03" E
45.72'
L58 I
C _1Vl A'AO" c
z0 1 1
L59
S 38'S7'03" E
23.90'
L60
S 31'32'19" E
21.27'
L61
S 41'40'54" E
21.44'
L62
S 47'17'08" E
18.49'
L63
S 47*17'08" E
17.66'
L64
S 41'40'54" E
18.00'
L65
S 31*32'19" E
20.67'
L66
S 38'57'03" E
26.10'
L67
S 47'35'37" E
31.91'
L68
S 45*14'50" E
47.66'
L69
S 45'14'36" E
47.64'
L70
S 47*35'37" E
36.13'
L71
S 43*25'25" E
19.76'
L72
S 60*44'26" E
60.44'
L73
S 60'44'26" E
66.76'
L74
S 42'03'50" E
17.81'
L75
S 61'55'20" E
22.72'
L76
S 66'40'27" E
37.54'
L77
S 69'42'41" E
22.74'
L78
S 69'42'41" E
23.51'
L79
S 66'40'27" E
39.21'
L80
S 62'01'56" E
22.08'
L81
S 70*20'16" E
15,55'
L82
S 82'35'50" E
18.90'
L83
S 66'03'08" E
47.82'
L84
S 70'20'16" E
14.99'
L85
S. 82'35'50" E
19.86'
L86
S 65'58'51" E
49.75'
L87
S 75'50'58" E
49.91'
L88
S 71'35'59" E
33.26'
L89
S 75'50'58" E
42.45'
L90
S 71`33'37" E
34.14'
1_91
S 87'17'10" E
58.32'
L92
S 86'46'21" E 1
65.34'
WITNESS
MONUMENT
CONSERVATION &
DRAINAGE EASEMENT
LAND BUFFER /
z\ "� G n n 3 10' U n 89 3605E W n a RVATION & DRAINAGE
cr o O CD h v E. fNrr a3 pt N _ - - CAROLINA WREN DRIVE ?4" ,• 17 S 15.16.44" w N 00 EASEMENT
EASEMENT
700.08' C ti ? N
I O O o S 7g'1j'33' �o Cif)_ N89'36'05'E - - --Q. P� 15.46'
i Co tl E- �' 1� TRACT H 700.08' �\ o'a S 24'53'49" W 55.74' A GO 93,87,- �69 G �k N89°36'05'E 700.OB' N89'36'05"E 172 2' N Gl
40 �' pc G 75.32' 70.56' 70.00' 70.00' 70.00' 70.00' 70,00' 70.00" 70.00' 64.20' 7
// // � n 25' C76 122.00 L19 0 3 \ 100 YEAR FLOOD LINE
41:1 Cl.// u 2 N 6.33'37 w 2s' (, � Pt TRACT E `n2 v ^
m 26.33' NR _ o o _ 0 0 0 0 0 cn ^� '� 0 118.0' CONTOUR
(p O o
i V S 80.41.29" 0 _N h 32 N c W cn W c" cN cn - o cn o N a oo ti RECREATION AREA N �^ ;t
96.6G' E a/ c Ln 33 o N 34 0 "' 35 0 36 o L. 37 o W 38 o w 39 o w 40 41 N89'36'05"E 156 70' R� M
d U v r U N U g0ii• ovo �� �uU �cU n 107.00
ui
u S 7633'20" E G % r i r*i ni i r *i n 5, r i 10' DRAINAGE 1 S OS'36'15" W M a J M O
23.47' NR /// GRAPHIC SCALE
Q N89'36'05"E EASEMENT n p47.25' v N Can N
U Z , 120.55' NR 70.56' 70.00' 70.00' 70.00' 70.00' 70.00' _ 70.00' _ _ 70.00' - - - - - 89.41'-� Co 1 V o 7 O
DO C14 I Cl Ca 1 C66 -__t / 126.54' 70.00' 70.00' 70.00' 70.00' 7EO0' S 05'32'04'" E J J N 100 9a4. 6" NR02 E� O Oj 143.48'-- ¢- - 35.29 -- 115.18' NR - - I L31 1' 0 50 100
® M U 23.63' L32 rri 200
W N82°57�21N 6 Ck�Q�Ly/ 58 03 z 3 5 00 0o tl2 f I N89'36'O5"E t55.78' 1 R APPROXIMATE 400
O Q p U n o 3 `� z r<v i c 97.00' 1 33.25'
0 90,p6' S D v. 'k,1, t o 70' DRAINAGE _{ EDGE OF WATER
s8 _ 57 56 m 55 °° z 53 52 ��'ry cri EASEMENT I r N
a 2'5 7' 1 s a
W o -�2 E M pc o o ro ri 3 r o gP.hrO 0O U I -- S89'36'05"W _ 1- ( C S 12'01'58" E rJ
Q',N)
I N S841.92 o C3 p; C o 0 0 o M 54 m z o^� _ r 67.t0' IN FEET
A� vo - O t N- 122.43' NR at -
y N rT M 2 5702"E 'rz C ` 4 rn 'n _= 7.5' DRAINAGE rn ��+ 43 1 j ,. 1 z 1 g 61. � 1 inch = 100 ft.
1� r Cy 9.0190.0$' M 2 prc �� 5.2 ' 70.00' 50.66' C120 o wi EASEMENT co o n� � ° LAKE JOH 10
Q Y o 1 Gya Na �� 1 Spq C5 Ct V) 5 c126 5 J 10' DRAINAGE L -G o L38
® O O I 9' \ti0 257'02"W c' O 21 RRO P N90'00'00'E I25.87' 21 I -, EASEMENT L37 N N 100 YEAR
Om 93.76' NR J G (1/ N90'00'00"E___®P�-�` SB CJC123 c C n RADIAL -r^ < R FLOOD ELEVATION = 118.0
W > _�- - C !' N79 23'p0„E -- _. S89'36'OS"W - N 1 n i o CO t„ 3 �, c1.18 25, C1oa c28 SONG 125.87' LAN 2? G _-12a.79' NR - o �55�e <Qwo o NORMAL HIGH WATER ELEVATION = 115.6
i- O -� �' N .- 25 N9000'00"E 125.87' E \� 55' 124.76' ,n - E U''o
O - C t 0 5g 70.00' 42.46' 12a rp 1.80 + ci 6t g'-5 p5 00 's I �• �'- PER ORANGE COUNTY BOARD OF
1 css 13.41 c c E ti C97 �� N N +' 44 `� �� < Q v= �, COUNTY COMMISSIONERS 5 83 LEGEND AND ABBREVIA TIONS
_ ci Gi 9g 29 h Co N6 0• o. Q v� 1a /
OOO IOC) . �, a p
w I Q o= D N 85'57'25° W e N 0 N x Cif1 1 20 NR R/W RIGHT-OF-WAY SR
I � t� �J u 50 w
cA C tih Pt 5 w
Q o v U 120.02' NR cNi o o cn d ao d2� 9 ?eS ��0 OL°� G�J �o �' t S89'36'05"w U k1 acP. PB PLAT PG P GE BOOK R.R. RAILROAD STATE
U 60 to' unuTY 68 z o0 69 0 70 00 71 \ )syU 7.5' DRAINAGE 134.91' NR \ c� �' op a OR CHANGE IN DIRECTION NO POINT SET
Q i p N n 1�-- 1 v Q i
rJ I in EASEMENT U N X M o o o M �o ; G�� �9 oY EASEMENT o < c, �3 cS. OFFICIAL RECORDS CM CONCRETE MONUMENT13� ( )
�ti p s �; rr, RP RADIUS POINT
w tL W c� *i m yry �° P sQ Tp T,, �',, o 0 45 o g2 s s� < a O CC CENTERLINE
A �• y y F o d W 6ti 60 �. o PRC POINT OF REVERSER CURVATURE CHORD DISTANCE
j 72 P u• 2.63' o N OPC POINT OF CB CHORD BEARING
OO I-S�89'37'S4" W --- 25' 15.48' o P 1 < t�
_ c1.o1 49 0 s CD
-92.32'-r l- �, 86.05' 70.00' NaJzoas w s8e36'05'w �y>o� �3 .S 58.66' N IN89'36'05"E 163.t2' NR\�� 21 < si N� �'�� PT POINT OF TANGENCY P.U.E. PUBLIC UTILITY EASEMENT
m U T T I � N89'36'05"E 171.53' NR 54.57'
ql w S 82'33'39" W n s2.50' r h. P� s� > 70.18' 70.00' Q 0 Cl
C102 85• h '. � 8i.59' CURVE NUMBER R
p w s s. 5r �� v'° °s F n 9 0 < `'r, "� ciS. R ()) NOVA RADIAL
J Q o (^ 1 28.00' NR o 25' n 67 0 !A �. o� �? OQ S h� 00' \ %� r �`� r, ss.o s v, RADIUS NR LINE NUMBER
1 F-'J Q_ 01 V AUTUMN u `'' h 73 o1A �y Sr• �- t" z C� o of F < s cP. 'c�� Ot A ARC LENGTH
Q N .r 20' DRAINAGE N h s9 vt ' b o o ��+ 9o\y �c08 s °o. t�` CENTRAL ANGLE L 1 CHORD
U s' J S 89'3T54" W L j rP EASEMENT ri 4r oiy p 6j, `�� 05 o 0 0 �i g05 g00 0 �S CCR CERTIFIED CORNER RECORD CH
Z 120Of _0.62' NR P1 - �- > Po 6� O .o >A tx� cn W N w y N 1� s SR Q __
J C109Ct� DAMASK "�s 6a5" susp2j �° 11h rr o �� 48 q'L 47 0o "" 46 < oy DENOTES PRM (PERMANENT REFERENCE MONUMENT)
o __LtZ)§_t s. iy s. Ui cn o 22 1� g <c'o .3, >• SET 4'k4" CONCRETE MONUMENT PRM-LB 6393 UNLESS NOTED OTHERWISE
62 COURT }� , 74 �a �5. 6 s� OR4 O DENOTES PCP (PERMANENT CONTROL POINT) )
In C/ C`Lk 0 66 0 o 4:� �'� c t j r P t <y �r0<o s' F SET NAIL WITH DISK (PCP-LBJ6393) UNLESS NOTED OTHERWISE
,n a, G CN N " 1 'US C 53.89' 70.00' 82.93' C' D<'`0 ti� 9 s is S
,`n n c106 < S 32'18'05" E r "' w k O 00 g Pc S < 7 A
0 31 59.03' NR e u �8 0, h5a 6 d txog
I tp r; v o �� N p �ti C33 C , N89°36'05'E 206.82' S143,�; `' Q S•
r0 ° o'�• �,� �' s 89'36'05" w a 32.71' f ss.ss' ° pc <' SPARROW SONG LANE Pc C9 l �� `' ' s �, S >>
I h0 p° 97.20' o S89'36'05"W �� C3 Pt N89'36'05"E 213.04' pt C1 7 2 23 s� o 16�,, 9y�. S� CONSERVATION &
63 3 3 0 122.36' NR rn V� ^ C94 F N89°36'05'E 213.04' TRACT H C3`' C36 pt No 'S s DRAINAGE EASEMENT
ut o o GA o o i� 0 0 0 U Pt V nN 93 42.75' 70.00' 70.00' 30.29' 5 <i6 L5 4 �G o° �6� SSQ�,
V. o o 64 o o `� vt o 0 75 C' 1 110' DRAINAGE 5 '1 `9 fie' �
rMi o o 65 rn v n L c O 6 16+ti 25' UPLAND BUFFER
o O1 o rn w � 25' 2g' 0 81 -� -- EASEMENT 3 3 c9? \ �� �y�`O �10 0 24 l> l,,!2� 7R, 5660 CONSERVATION &DRAINAGE
I W o (n N 3 o ? Q, //�' EASEMENT
N8936'05 E' r7 u't N o m I Iz ±� - M o r7 '
w N 150.95' 70.00' 125.53' 115.00' ' o oo' Ev 82 o r o oo S? >2 8T 03
7 N90'00'00"W �' n m 1 IM o d 83 0 84 o vi 85 �� Q , A9' F
346.49' 7 u� N / 9 100 YEAR FLOOD LINE
v M S90'00'00"E I b 118.0' CONTOUR
v o o ,7 0 0 00 �6 DEL c9 p >3 ' ES' %•
' o d 76 to S�ti ti5 o a <,� �h >6 2 0
0 0 115,00' o � a ?
O o0 0 o^� Q I 1 �� 86 cB O� h /2SJ19i9 2F
z O M 0 OI I '� s P O /� ° h .4 9.5' .574.
O z N8936'05 E ' d 80 0l 71.50' 70.00' 70.00' 50.75' �� 25 / 0 ry L>> <& O' 35 0 "
o io TRACT A Q di 1A' .� v o s 71 3£ s
O �I 589'36'05"W 262,25' 1s N E M o 9 2 L 24' 82 03'14'• 45'48" E ns.00' o• �6 ?o, , h U8� 5.00, 8 19 o E N 89'21'15" E N 80'
I z a STORMWATER MANAGEMENT i w ssooaoo"E I �,°os, 55ti g` \ Fq o� o Lae L90 r 8505' 8624'
N I o �_ ILL] 115.00' systy NN \ Cop SFMFN4C ti� i 26 L8E 484 25.0 C89 L20.68- 85.00' 22.62' WITNESS
PI I oo m I Q 79 �, \ CB61T F 2 / 4 L85 9 94 17.65' L97 L9 25.7,05 L104 MONUMENT
to 04 o 0 20' DRAINAGE oo ' C78 A A�/O. N voj h 88 CO z 25.78' L91 5 L96 106 1 9,
0 27 L87 5.01' 25.01 25.2 O O ( O a EASEMENT C90 \pF / `p 2 Co L93 L92 rn L99 C98 N ,p1 L103 (n CD
640.03'
S 89.29 59" W r o=1 I _-�sc�0 , -- � 9RS ?oqo cap _ 0 28 a �oo ,; 002 d >_ Q
660.03 z----11@04'_ TRACT B h �/t'\ h z
CN o d
s za oo'oo., w F W a 29 aD 00
LOT 1 w w 0 a M STORMWATER MANAGEMENT 15.00' c0\ cea = o 0 3 g 30 �, 31 o F-
i SILVER ARK PLAT BOOK 28, PAGE 120 QY I 78 r (I Ce9 P d d F- Y
I �^ i- C147 o N _I Q O
S 89'29'59" W I
2709.78' I
1
WEST 1/4 CORNER
SECTION 16-22-28
REC 3" ALUMINUM DISK
NO NUMBER
CERTIFIED CORNER
DELTA
13'16 23"
CURVE
C133
_RADIUS
792.64'
36'14'08"
C134
C735
792.64'
7.92.64'
40 37'55"
8853'44"
C1,36
1669.86'
26'19'41 "
C137
1669.86'
2332'04"
C7,38
C1.39
55.00'
4159'14"
10.00,
160.00'
36 02'03"
CJ40
3724 22"
C141
_
160.00'
65.00'
00 05'55"
_C142
0226'49"
02 08'26"
C143
_ 240.00'
C144
35.00'
02 04'O7 "
C145
45. 00'
0151'S8"
C146
25. 00'
02 23'45"
C147
_ 755.53'
0042'57"
C 448
C149
C150
C 151
C152
C153
C154
C155
45.00
35.00
260.00
-85.00
50.00
10.00
55.00
45.00
0572'J4"
04 58'40"
34 57 54 "
53 07'50"
04 55'53"
1B26'50••
17702'50"
3335'26"
83'17'53"
C156
C157
C158
C159
C160
C161
55.00
35.00
35.00
740.53
45.00
1850.03
6524 26"
4859'40"
4126'38"
36 07 38"
5326'in"
050529"
0526'.39" C162 55.00
05'16 20"
LENGTH
TANGENT
CHORD
BEARING
Sll'25'S0'E
DELTA
7
35, 70'
71.32'
05 09 25"
0,
70.40'
35.22'
70.37'
S0678'28 E
S0033'25'E
0505'19"
88.72'
44.41'
88.67'
062446"
0130'03"
032225"
43.14'
21.87'
43.74'
S092848"W
98.33'
49.18'
98.31'
S1155'02"W
55,12'
30.12'
52.84'
S49'17'05'E
5725'17"
10.05'
43, 43'
5.50'
21, 85'
9.63'
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147'72 26"
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29.97'
33.46'
40.34'
23.73'
10.63'
141.26'
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117.42'
9.50'
31.65'
24.05'
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58.12'
23.83'
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5.88'
186.58'
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29.07'
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26.76'
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33.86'
L96
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L97
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25.39'
L98
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34.45'
L99
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22.16'
L100
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29.43'
L101
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33.88'
L102
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23.56'
L103
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29.89'
L104
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37.09'
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AZALEA RANCH
ORB 5916, PAGE 2262 W
1308.80
LANE
------------------------
-------------------------------------------------
-------------------
1.60'
I
2.24' i
AMERICAN SURVEYING & MAPPING
320 EAST SOUTH STREET, SUITE 180, ORLANDO, FLORIDA
32801- (407) 426-7979 LB NO. 6393
ASM 18801 PLA T DWG