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HomeMy WebLinkAboutItem E (06) Consideration of Forestbrooke - Phase 3 Subdivision Plat AGENDA ITEM COVER SHEET Meeting Date: January 4, 2005 Item # b Contact Name: Contact Number: Alex Z Nasser, P. E. ( 407) 905-31 00 ext. 1507 Reviewed By: Department Director: City Manager: .Lj..,rrr/ W 7#Jk ' '" L,~~ ?/ /'V -...."'-..." Subject: Plat Approval for Forestbrooke Phase 3 Background Summary: This plat is for Forestbrooke - Phase 3 subdivision, which consists of a 140 unit single-family residential development. Issue: The Utilities/Engineering Department requests that the Ocoee Mayor and City Commission approve the plat for the Forestbrooke - Phase 3 subdivision. Recommendations Staff recommends that the City Commission approve the final plat of Forestbrooke - Phase 3 as submitted and authorize the Mayor and City Clerk to sign the plat. Attachments: Mylar Plat with 10 copies. Financial Impact: Type of Item: o Public Hearing o Ordinance First Reading o Ordinance First Reading o Resolution ~ Commission Approval o Discussion & Direction For Clerk's Deot Use: o Consent Agenda o Public Hearing o Regular Agenda o Original Document/Contract Attached for Execution by City Clerk o Original Document/Contract Held by Department for Execution / o N/A ~ N/A o N/A Reviewed by City Attorney Reviewed by Finance DeP~" ~ Reviewed by ( ) , . /f:;rrC;7~ H H l~(IiJ<. '- City Manager Robert Frank Commissioners Danny Howell. District 1 Scott Anderson, District 2 Rusty ,Johnson, District a Nancy ,J. Parker, District 4 Mayor S. Scott Vandergrift STAFF REPORT TO: The Honorable Mayor and City Commissioners FROM: Alex Z Nasser, P.E. ~ DATE: January 4, 2005 RE: Forestbrooke Phase 3 ISSUE The Utilities/Engineering Department requests that the Ocoee Mayor and City Commission approve the plat for the Forestbrooke - Phase 3 subdivision. BACKGROUNDIDISCUSSION This plat is for Forestbrooke - Phase 3 subdivision, which consists of a 140 unit single-family residential development. Forestbrooke Phase 3 lies on the southeast corner of the intersection of Ocoee-Apopka Road (State Road 437) and McCormick Road. All required documentation pertaining to the platting of this deyelopment 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 $561,586. 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. Message Page 1 of 1 Nasser, Alex --... .-.,.,., ,"m_m....__. ..'___,"_'_.._~..~__.....___.___________________.____._._.__._.__.____.._...-...._,._....__...m_._.____.._.._"._. . ._."."""__.._...___"_..,__.~~__~~.._"._~_~____________"."'""._..__._"___._____..__~."_.__.."_.".,__ From: Storey III, Edward [EStorey@foley.com] Sent: Tuesday, December 28, 2004 9:17 AM To: Nasser, Alex Cc: Rosenthal, Paul Subject: Forestbrooke- Phase 3 Plat Alex- We have no further comments relating to the above-referenced project. Please contact me if you have any questions. Edward Storey III Foley & Lardner LLP Tel: 407-244-3254 Fax: 407-648-1743 Estorey@foley.com IMPORTANT NOTICE: The preceding message may be confidential or protected by the attorney-client privilege. It is not intended for transmission to, or receipt by, any unauthorized persons. If you believe that it has been sent to you in error, do not read it. Please reply to the sender that you have received the message in error. Then destroy it. Thank you. 12/28/2004 Insert Plat F orestbrooke Phase 3 FORESTBROOKE PHASE 3 SHEET 1 of 7 A Portion of SECTION 31 and 32, TOWNSHIP 21, SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FLORIDA Property Description A parcel of land being a portion of the Northwest 1/4 and a portion of the Southwest 1/4 of Section 32, Township 21 South, Range 28, East, Orange County, Florida and a portion of the Southeast 1/4 of Section 31, 'Township 21 South, Range 28 East, Orange County, Florida. More particularly described as follows: COMMENCE at the Northeast Corner of the Southeast 1/4 of Section 31, Township 21 South, Range 28 East, Orange County, Florida and run North 89°27'30" West, along the North line of said Southeast 1/4, for a distance of 418.15 feet; thence departing said North line run South 00'32'30" West for a distance of 175.00 feet; thence run North 89°27'30" West for a distance of 61.98 feet; thence run South 00°50'42" West for a distance of 168.36 feet to the POINT OF BEGINNING; thence continue South 00°50'42" West for a distance of 37.28 feet; thence run South 09° 34'34" West for a distance of 80.94 feet; thence run South 06"26'15" West for a distance of 35.99 feet; thence run South 00`50'42" West for a distance of 204.18 feet; thence run South 17°52'10" West for a distance of 299.10 feet; thence run South 00'42'14" West for a distance of 234.70 feet; thence run South 03"34'11" West for a distance of 50.00 feet to a point on a non -tangent curve concave Southerly and having a radius of 276.25 feet, a central angle of 03°52'44"; thence from a tangent bearing of North 85°48'46" West run WestE�rly along the arc of said curve 18.70 feet to a point on a non -tangent line; thence, departing said curve, run South 00°29'58" West for a distance of 132.14 feet; thence run South 80°35'00" East for a distance of 18.43 feet; thence run South 89°30'02" East for a distance of 587.50 feet to the East line of the Southeast 1/4 of said Section 31 and the West line of the Southwest 1/4 of said Section 32; thence run North 00'42'14" East, along the West line of the Southwest 1/4 of said Section 32, for a distance of 328.68 feet; thence run North 88°20'13" East, along the South line of the North 3/4 of the Northwest 1/4 of the Southwest 1/4 of said Section 32, for a distance of 1323.85 feet to the East line of the Northwest 1/4 of the Southwest 1/4 of said Section 32; thence run North 00`42'37" East, along said East line, for a distance of 1033.65 feet to the Northeast corner of the Northwest 1/4 of the Southwest 1/4 of said Section 32; thence run North 00°4653" East, along the East line of the Southwest 1/4 of the Northwest 1/4 of said Section 32, for a distance of 687.88 feet; thence run North 89°13'07" West for a distance of 171.70 feet; thence run South 81 `40'04" West for a distance of 76.79 Feet; thence run South 66"56'26" West for a distance of 99.35 feet; thence run South 56°51'21" West for a distance of 131.17 feet; thence run South 46'31'48" West for a distance of 122.20 feet; thence run South 66`35'54" West for a distance of 96.48 feet; thence run South 14`40'26" East for a distance of 176.51 feet to a point on a non -tangent curve concave Northerly, having a radius of 390.00 feet; thence, from a tangent bearing of South 75'19'34" West, through a central angle of 04`25'24", run Westerly along the arc of said curve for a distance of 30.11 feet to a point on a non -tangent line; thence, departing said curve, run South 00'50'18" West for a distance of 129.61 feet; thence run North 59°27'36" East for a distance of 23.47 feet; thence run South 33`26'30" East for a distance of 91.59 feet; thence run South 45'09'11" East for a distance of 32.46 feet; thence run South 27'32'03" West for a distance of 203.22 feet to a point on a non -tangent curve concave Southwesterly, having a radius of 350.00 feet; thence, from a tangent bearing of South 64°07'07" East, through a central angle of 01°39'10", run Southeasterly along the arc of said curve for a distance of 10.10 feet to a point of tangency; thence run South 62'27'57" East for a distance of 30.12 feet; thence run South 27"32'03" West for a distance of 50.00 feet; thence run North 62°27'57" West for a distance of 19.42 feet; thence run South 27°32'03" West for a distance of 126.25 feet; thence run South 08°36'47" West for a distance of 73.92 feet; thence run North 84°33'33" West for a distance of 175.72 feet; thence run North 63°52'25" West for a distance of 50.00 feet to a point on a non -tangent curve concave Southeasterly, having a radius of 205.00 feet; thence, from a tangent bearing of North 26°07'35" East, through a central angle of 12°38'50", run Northeasterly along the arc of said curve for a distance of 45.25 feet to a point of reverse curvature with a curve concave Westerly, having a radius of 25.00 feet; thence run Northerly, through a central angle of 89`02'44", along the arc of said curve for a distance of 38.85 feet to a point of tangency; thence run North 50°16'19" West for a distance of 64.86 feet to a point of curvature of a curve concave Southerly, having a radius of 175.00 feet; thence run Westerly, through a central angle of 39°11'11", along the arc of said curve for a distance of 119.69 feet to a point of tangency; thence run North 89`27'30" West for a distance of 156.88 feet; thence run South 00`32'30" West for a distance of 92.50 feet; thence run North 89'27'30" West for a distance of 142.30 feet; thence run South 00°50'42" West for a distance of 24.98 feet; thence run North 89°09'18" West for a distance of 50.00 feet; thence run North 00 °50'42" East for a distance of 17.21 feet; thence run North 89`27'30" West for a distance of 120.00 feet; thence run South 00°50'42" West for a distance of 59.39 feet; thence run South 08°36'37" West for a distance of 18.29 feet; thence run North 89'27'30" West for a distance of 121.20 feet; thence run South 08"36137" West for a distance of 30.05 feet; thence run North 81 °221'23" West for a distance of 50.00 feet; thence run North 08'36'37" East for a distance of 31.52 feet; thence run North 89`09'18" West for a distance of 126.19 feet to the POINT OF BEGINNING. Contains 49.462 acres, more or less. NOTICE: This plat, as recorded in its graphic form, is the official depiction of the subdivided lands described herein and will in no circumstances be supplanted in authority by any other graphic or digital form of the plat. There may be additional restrictions that are not recorded on this plat that may be found in the public records of this county. N3 Benchmark Surveying & Mapping Consultants, Inc. Certificate of Authorization Number - LB -6796 Post Office Box 771065, Winter Garden, Florida 34777-1065 557 West Plant Street, Winter Garden, Florida 34787 (407) 654-6183 Fax (407) 654-6184 General Notes 1. Bearings shown hereon are based on the East line of the Northeast 1/4 of Section 31, Township 21 South, Range 28 East being assumed as North 00°50'42" East. 2. Unless otherwise noted on this Plat, there is a 5 -foot utility and drainage easement along all side lot lines and a 10 -foot utility and drainage easement adjacent to all roads shown hereon. Sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved. Also there is 5 foot utility and drainage easement along the rear of all lots that abut another lot along the rear lot line, and if it is not abutting another lot the easement shall be 7.5 feet. The water and wasterwater facilities located within the utility and drainage easements will be maintained by Orange County, Florida. 3. All platted utility easements shall provide that such easements shall be easements for the construction, installation, maintenance, and operation of cable television services; provided, however, no such construction, installation, maintenance and operation of cable television services shall interfere with the facilities and services of an electric, telephone, gas, or other public utility. In the event a cable television company ,damages the facilities of a public utility, it shall be solely responsible for the damages. This section shall not apply to those private easements granted to or obtained by a particular electric, telephone, gas, or other public utility. Such construction, installation, maintenance, and operation shall comply with the national electrical safety codes adopted by the Florida Public Service Commission. 4. Tract A is a park tract to be owned and maintained by the Homeowners Association. 5. Tract B is a conservation area and easement tract to be owned and maintained by the Homeowners Association. Tract B is subject to that certain Conservation Easement in favor of St. Johns River Water Management District dated February 3, 2003 and recorded in Official Records Book 6769, Page 1785, Public Records of Orange County, Florida as amended by that certain Amended Conservation Easement dated March 26, 2003 and recorded in Official Records Book 6850, Page 3971, Public Records of Orange County, Florida. Tract B is also subject to that certain Conservation and Drainage Easement in favor of the City of Ocoee dated ____ and recorded in Official Records Book ______, Page Public Records of Orange County, Florida. 6. Tracts C, D, and E are roadway tracts to be owned and maintained by the Homeowners Association. 7. An emergency access easement over recreation park Tract A and over the Drainage Easements shown hereon are hereby granted to the City of Ocoee for emergency maintenance purposes. This emergency access easement does not impose any obligation, burden, responsibility or liability upon the City of Ocoee to enter upon the subject property and take any action to repair or maintain any improvements or utilities. 8. The landscaping on all Drainage Easements, Utility Easements, Wall/Fence, Sidewalk and Landscape Easements upon individual lots or tracts shall be maintained by the lot or tract owner. 9. A perpetual non-exclusive easement for access over allprivate roads (Tracts C, D, and E) and paved areas is hereby granted in favor of the City of Ocoee and other applicable authorities for law enforcement, fire, other emergency services and Public Utilities for the purpose of constructing and replacing their respective facilities servicing the lands encompassed by this plat. 10. All entryway gates shall be equipped with an opti-com system override device to allow emergency access to the subdivision by fire/rescue, police; utilities and other emergency responses personnel per fire chief requirements. 11. The property described herein is subject. to that certain Declaration of Covenants, Conditions and Restrictions for ForestBrooke dated March 13, 2003 and recorded in Official Records Book 6873, Page 2240 together with Assignment of Declarant's Rights recorded in Official Records Book 6926, Page 140 of the Public Records of Orange County, Florida and as amended by that certain Amended and Restated Declaration of Covenants, Conditions and Restrictions for ForestBrooke dated 09/03/03 and recorded in Official Records Book 7142, Page 782, Public Records of. Orange County, Florida and as amended by that certain Supplement to Declaration of Covenants, Conditions and Restrictions for ForestBrooke dated and recorded In Official Records Book Page Public Records of Orange County, Florida. 12. All utility and drainage easements and pedestrian access easements upon individual lots shall be maintained by the lot owner. The land burdened by such easement shall be owned by the individual lot owner. 13. All access rights to Tract W, Forestbrooke - Phase 1 from Lots 43 through 49 are hereby dedicated to the City of Ocoee. 14. All lines are radial unless otherwise noted hereon. Legend R denotes radius L denotes arc length D denotes central angle CA denotes central angle (NR) denotes not radial P.O.C. denotes point on curve P.R.C. denotes point of reverse curvature P.C. denotes point of curvature P.T. denotes point of tangency P.I. denotes point of intersection R/W denotes right of way P.B. denotes Plat Book Pg. denotes page U.E. denotes Utility Easement D.E. denotes Drainage Easement OOCEA denotes Orlando/Orange County Expressway Authority denotes Recovered 4" x 4" concrete monument 0 and disk stamped ' LB # 2117, unless otherwise noted. e denotes change of direction, no point set denotes PK nail and disk stamped 'PCP - PSM 5205', unless otherwise noted denotes Set 4" x 4" concrete monument and disk ® or nail and disk stamped ' PRM PSM 5205', unless otherwise noted. PAGE FORESTBROOKE PHASE 3 CERTIFICATE OF DEDICATION KNOW ALL MEN BY THESE PRESENTS, that the company named below, being the owner in 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 the utility easements shown hereon to the public: and drainage easements shown hereon to the City of Ocoee. IN WITNESS WHEREOF, the undersigned has caused these presents to be signed and attested by the officer na ed bel w and it corporate seal to be affixed here , on �� ���- ,0 o4 co ForestBrooke Venture, a Florida general partnership By: Kee 'n Fo estBrooke, LSC Its: Managing General Partner AI an E. Keen, Its: Managing Member lbkoox, Signed and sealed in the presence of: Sign P Print Sign Print SSS Vo Vo a'(0r STATE OF FLORIDA COUNTY OF ORANGE THIS IS TO CERTIFY, that on -31 2 before me, an officer duly authorized to take acknowledgments in th.e State and County aforesaid, personally appeared Allan E. Keen, Managing Member of Keewin ForestBrooke, LLC the Managing General Part r rooke Venture, a Florida general artnership, ersonally known to me, or has produced � as I entifica ion, as e individual described in and who executed the foregoing dedication severally and acknowledged the execution thereof to be his free act and deed; and that the said dedication is the act and deed of said partnership. IN WITNESS WHEREOF, I have hereunto set my hand and seal on the above date. / t %�. `"fY c� Cheryl M. Kkst NOTARY P B LI C 4" r MY COMMISSION # CC985792 EXPIRES January 21, 2005 BONDED THRU TROY FAIN INSURANCE. INC OF, , My commission expires _�211204D5 CERTIFICATE OF APPROVAL By City Planning Director Examined and approved City Planning Director Date CERTIFICATE OF APPROVAL BY CITY ENGINEER Examined and approved City Engineer Date CER71FICATE OF APPROVAL BY BOARD OF CITY COMMISSIONERS THIS IS TO CERTIFY, That on the foregoing plat was approved by the Board of City Commissioners of the City of Ocoee. By. Mayor of Ocoee Attest: City Clerk By: City Attorney CERTIFICATE OF' REVIEW BY CITY SURVEY This plat has been reviewed for conformity with Chapters' Florida Stat tes. r�t Reviewing Surveyor's Signature Registration Number Bowyer -Singleton & Associates, Incorporated 520 South Magnolia Avenue, Orlando, Florida CERTIFICATE OF SURVEYOR AND MAPPER KNOW ALL MEN BY THESE PRESENTS, that the undersigned, being a licensed and registered land surveyor, does hereby certify that on May 15, 2002, he completed the survey of the lands as shown in the foregoing plat; 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 9tutes; and thaj sai land is located in Orange County, Fl, Signed Billy JoF,)JkAir6J Jr. U Registration No. 5205 Date ��G • ZOO t Benchmark Surveying & Mapping Consultants, Inc., LB 6796- P.O. Box 771065, Winter Garden, Florida 34777-1065 557 West Plant Street, Winter Garden, Florida 34787 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, FL B y. D. C. ,70RESTBROOKE PHASE 3 A Portion of SECTION 31 and 32, TOWNSHIP 21 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FLORIDA Key Map and Overall Boundary SHEET 2 OF 7 NW corner of the SE 1/4 of the NW 1/4 of Section 32 No monument recovered calculated position of corner FORESTBROOKE PHASE 2 S 81'40'04" W 13 Plat Book 55, Pages 56 - 59 76.79' 48 / S 66'56'26" W\%\ 14 \ \ / 99.35' \ Northwest corner of the NW 1/4c I q_g / / 16 15 J of Section 32, T -21-S, R -28-E 1 50 � / S 56'51'21" W � Recovered 6" x 6" Concrete Monument I �� 131 17' \ l 12. N 89'13'07" W 171.70' Certified Corner Record #069562ZI 1.35 GRAPHIC SCALE starbird Drive _s 46 3148 w 17 122.20' \ 136 ' o --- �` �-- \ 1,37 - 150 0 75 150 S 66'35'54" W East line of the NE 96.48' 1 38 Sheet 7 1/4 of Section 31__,� I ' / � ( IN FEET) 1 '3 9 / POINT OF COMMENCEMENT West line of the NW R=390.00' ----' N � ��J \�j�, 13l".i i� 1 inch = 150 ft. __ll____� _ 44, cG , in 1/4 of Section 32 3L} L=30.11' n 1 40 \ /� �C> � Ivvl a IVUOU � Vf "vf .- - - of Section 31, T -21-S, R -28-E ' 1 31 \ and W ' i CH=30.10' I o /� �' j Southwest corner of the NW 1/4 C" I i �� N CB=S�7332'36i'W 1�--'cr �% 5.1934„ w \. 9 of Section 32, T -21-S, R -28 -E o _ L> -•- w t S-� 1 o\ 11 k '133 132 Recovered 6" x 6" Concrete Monument a I o a - -- { > Wprive t \ 12 6 Certified Corner Record 065671 o I 37 ( P.O.C. Northwest corner of the SE 1/4 z L ` ? Io P.O.C. P rtiOn of the SW 1 /4 Of of Section 31, T -21-S, R -28-E --- -- -- - 1 ? '� I ( °a " 1116 the NW. 1 /4 of Section 32 Recovered 4" x 4" Concrete Monument I �' 0 2 �- o ? 0 co 1.50' North & 0.26' East from 60 1o - o I j 1 O N _ .1 2 recorded THE OAKS AT PARADISE I �; ��- f (mom 31 II Q N 1 L calculated corner using per Plat Book 18, Page 74 ( __ /24 subdivision plats and county records 3 --� - (t '� o° -- L' 111 / % \' i (This corner now lies in Lot 86 of �' \ 6 I ` J ! ro �� - �� ,1 „ 22 _Recovered 4" x 4" Concrete Forestbrooke Phase 1, no certified monument 'PLS # 1221' ' 6 -7 \ N 59 27 36" E 23.47'' - corner record) v ! i - �_ T.� / 30 S 33'26'30" E 91.59' 11 __- /� l_ SUtIXYEowm1 North line of the SE South line of the -_ S S 89'27'30" E P"Pdt 1/4 of Section 31 NW 1/4 of Section 32� - 45'09'11" E 32.46' 119 2218.48' -456.60'_-� - I 'h` S 89'49'34" E I I G3 1322.91' '120 121 112 ! ^�- I - N 89"27'30" W I 418.15' R=175.00' -- - _ �_____----o `y I / I I � -` T _i � :o`�� R=350.00' / I i' 0 L=119.69' , 6 ` S I 24 L=10.10' i i 1 '102 -o69 6 c 6 7 66 615 q 6-1 X39'11'11 ' ( 2 6 _ D=1'39'10„ 4-- (� FORESTBRIOOKE PHASE 1 c� o FORESTBROOKE PHASE 2 ( CH=117.37' _ ��>' �3 g M Plat Book 55, Pages 56 59 I "J 0>" �CH=10.10' Plat Book 53> Pages 124 - 129 0 g o CB-N69'S155"W `N 50'16'19 W�FaW F >riee� 6 -----o ' - - -� _, --1 '0 ---1- 64.86' _ � t �_nWoad , CB=S63'1T32"E �G / N 8927'30" W _- _ - Jamber Drive � -- _ _N 89'27'30 W R-25.00 Driv i "80 61.98 " - C° % L=38.85' e T S 62'27'57 E 30.12' �j _-- N 00'50'42 E m N 156.88' P.T.P.T: -- i - O.C. East R/W line 1 1 17.217y= > - - ` ` -- ------ A=89'02'44' L S 27'32'03" W 50.00' _ ' / / � i r L 41 S 00'32'30" WP' CH=35.06 25 45.00' - ' I i G o / L1 S 00'50'42" W i 4N8927'30"W 92.50' P.C. CB=N05'44'56"W N89'2T30 11 0 0 0 59.39' i P.T ;,.� N 62'27'57` W 19.42--r��'t [� POINT OF BEGINNING ao 120.00' " 142.30 R=205.00' o --- -- o o -_ - 50 yN 63'52'25" W I S 27'32'03" W r' - ---- �\ - 1 0 % "( .R.0 50.00' _ 131.63' L=45:25' �. 6 / I-- 1 2 N89'09'18"W Q / �� N 89'09'18" W 31 i t 126.25' L�=12`38 50` 2.� f d- 4 1N89'27 30"W 3 S 00'50'42" W CH=45.16' �P O.0 �fV 84'33'33" / 87 / 3g ( � \ � I S 00'50'42" W 126.19' 121.20' 50.00' o W �S ( Tract. '� 08'36'47" W 37_28' - „ r ----24.98' CB=N32'27 00"E4, 175.72' J S 08'36'37 W c6 3.92' 1 1U 18.29' Q \ 51 ��, I ark J af 3 S 09'3434" W 13 S 08'36'37" W_ 32 80.94' J 30.05' G 1 ' 1 U. o / � I .4; - ( i �- LN 81°23'23" W } f- -� i 52 N j 96 � i ( ` ( � 3 " 92 � a 1 � �0 0 0 S I06f 26'15" W i 50.00' " t _ - " 4 35.99' 9 N 08'36'37 E � ; ? 3 _ 1 - " 31.52' 1 2 2 (Sh ret 4- 3 _ East line of the SE �`� _1_ 1 5 1 /4 of Section 31 34 --� ' y54. 98 -27 15 _ - jTf? �'' G 0 N U (- --( --_ c� I ------ i 1 "14' (113 112 1111 I 1 i r� i 100 _-___- I , 2 6 " r F55, � � 99 Portion of the NW 1 /4 of c Q J�v5 , ra 0 -CIA ct B the SW 1/4 of Section 32! 15 I= ; 036 I 56 1C DSh �t 5 "Y l / (_I I25_ m° Portion of the NE 1 /4 of (-� z-----� 1--- --i 1U�3%a IU 1106 , ,U7East R/W Line _� Q/the SE 1/4 of Section 31 7 1U IIGGI�'�IC 31 0:z r- 24 CO TrOctD _ _�/South line of the North 3/4_L3 -'S�61 of the NW 1/4 of the SW_1`:� 7" j / 1/4 of Section 32 1 66 i Q 7 ` 08 1 �' J` ` F'0 � 67 6 ; 64 1 65 1 f Sh eet 3'V4 I 1 1 i 40 N 88'20'13" E 1323.85 i t , 19 i----- I ---- R=276.25'I 21, cn 1 { 1 % I 41 West line of the SW Not Platted i IIII W 1/4 of Section 32 L.=18.70' 1 i I ) o I % -- --- 3'52'44"�_.- -_ S 03'34'11" W I �r 0 CHI=18.70' _ -50.00' ` __-_.- �_�� 42 iv IP CB=N8T45'08"W -- �1 \ '�' 00 O N I - - East line of the SE o M - I ( _ TB = N 85'48 46 W i r_ - East (! 00 i 1 1/4 of Section 31 z { 2-2 N� rro � S 80'35'00" E 4 % 1 46 4th, � 4 4- �, 5 South line of the NW 1/4 of the SW 1/4 of Section 32 v) 18.43' ` N 00'42'14" E - / _ S 89'30 012' E TRACT 'W' 587.50' " 30.00' 1324.47' N 89'30'02" W 1193.65' _ N 87°43'35" E South line of the NE 1/4 of the SE 1/4 Southeast Corner of the Northeast 1/4 of the Southeast 1/4 of. Section 31, Not Platted Township 21 South, Range .28 East Recovered 2" Iron Pipe 9 78 TV 00 0 IQ 1b Oq r - Co W n LO co 0 0 tu 110 0 77 "' M O 76 75 /4 W 73 - N 72 0 71 70 69 Lo L0 East line of the SW 1/4 of the NW 1/4 of Section 32 Northeast corner of the NW 1/4 of the SW 1/4 of Section 32 Recovered 4" x 4" concrete monument 0.55' South & 0.30' East a- 0 o 04 a i a wLa 01--4' -(I) 0 14�z o a Cn � o n`_ East line of the NW 1/4 of the SW 1/4 of Section 32 17 18 N c-- r W d- (� N I N W O 19 Y� 0� 0Qf LO m� 0 W ° Q m 0 L.t_ _0 L N Q 20 21 W R = 276.25' L = 18-70' d A = 3'52'44" Fq Chord = 18.70' O CB = S 87 45'08" E = N 85'48 46 22 3 ?i: 1 S 80'35'00" E 18.43' 16 FORESTBROOKE PHA. -SE 3 A Portion of SECTION 31 and -32, TOWNSHIP 21 SOUTH, RANG CITY OF OCOEE, ORANGE COUNTY, FLORIDA I I ract W, F URES I BROOKE PHASE 1 per Plat Book 53, Page 124 - 129 r.,7a SHEET 3 OF 7 E 28 EAST GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. KEY MAP NOT TO SCALE McCormick Road I Sheet 3 LINE TABLE LINE I LENGTH BEARING L9 6.09' S08'29'02"W ■ 69 J 0 CURVE Y DELTA LENGTH a- CHORD C1 0 4'06'04" 21.47' N 83'48'38" W 21.47' . Q 74427" 40.53' 0 40.50' C3 100.00' r 156.72' N 45'36'06" E 141.17' N 150.00' 49'33'21" 129.74' S 25'28'54" W 125.73' p 100.00' 49'24'52" 0 N 25°33'08" E 83.60' O 440.00' 33'11'14" [' S 17'17'51" W 251.31' 0 100.00' 33'02'46" 57.68' N 17'22'05" E Sheet 5 C25 325.00' 4'08'42" 23.51' 0 23.51' C26 0) '" 97'3211 42.56' 0 37.60' C27 0 33'11'14" 269.34' 0 265.59' C28 O 33'02'46" 43.26' N 17'22'05" E 69 J 1 1 CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD BEARING CHORD C1 300.00' 4'06'04" 21.47' N 83'48'38" W 21.47' C2 300.00' 74427" 40.53' S 85'37'49" E 40.50' C3 100.00' 89'47'44" 156.72' N 45'36'06" E 141.17' C4 150.00' 49'33'21" 129.74' S 25'28'54" W 125.73' C5 100.00' 49'24'52" 86.24' N 25°33'08" E 83.60' C8 440.00' 33'11'14" 254.86' S 17'17'51" W 251.31' C9 100.00' 33'02'46" 57.68' N 17'22'05" E 56.88' C25 325.00' 4'08'42" 23.51' N 83°49'56" W 23.51' C26 25.00' '" 97'3211 42.56' N 49'28'19" E 37.60' C27 465.00' 33'11'14" 269.34' S 17'17'51" W 265.59' C28 75.00' 33'02'46" 43.26' N 17'22'05" E 42.66' C30 415.00' 33'11'14" 240.38' S 17'17'51" W 237.03' C31 1 125.00' 33'02'46" 72.10' N 17'22'05" E 71.10' C33 1 25.00' 90'12'16" 39.36' S 44'23'54" E 35.42' C34 75.00' 89'4744" 117.54' N 45'36'06" E 105.88' C35 175.00' 49'33'21" 151.36' S 25'28'54" W 146.69' C36 75.00' 49'24'52" 64.68' N 25'33'08" E 62.70' C37 275.00' 4'02'58" 19.44' N 83'47'04" W 19.43' C38 325.00' 7'44'27" 43.91' S 8537'49" E 43.87' C39 125.00' 89'47'44" 195.90' N 45'36'06" E 176.46' C40 125.00' 4933'21" 108.11' S 25'28'54" W 104.78' C41 125.00' 49'24'52" 107.81' N 2533'08" E 104.50' C81 465.00' 4'47'38" 38.91' S 03'06'03" W 38.89' C82 465.00' 9'42'23" 78.78' S 10'21'03" W 78.68' C83 465.00' 9'57'06" 80.76' S 20'10'48" W 80.66' C84 465.00' 8'44'08" 70.90' S 29'31'24" W 70.83' C85 125.00' 30'57'56" 67.56' N 16°19'40" E 66.74' C86 125.00' 2'04'50" 4.54' N 32'51'03" E 4.54' C87 1415.60' 1339'13" 98.90' S 27'03'52" W 98.66' C88 415.00' 15'00'03" 108.65' S 12'44'13" W 108.34' C89 415.00' 4'31'58" 32.83' S 02'58'13" W 32.82' C91 175.00' 20'17'26" 61.97' S 10'50'57" W 61.65' C92 607.59' 7'20'20" 77.82' S 28*43'16" W 77.77' C93 175.00' 4'43'39" 14.44' _S 47.53'45" W 14.44' C94 75.00' 49'24'52" 64.68' N 2533'08" E 62.70' C95 125.00' 25'1852" 55.23' N 77'50'31" E 54.78' C96 125.00' 17'22'37" 37.91' N 56'29'47" E 37.77' C97 125.00' 11'32'13" 25.17' N 42'02'22" E 25.13' C98 125.00' 22'15'32" 48.56' N 25'08'29" E 48.26' C99 125.00' 13'18'29" 29.03' N 07'21'28" E 28.97' C100 125.00' 12'18'58" 26.87' N 44'06'06" E 26.82' C101 125.00' 15'58'39" 34.86' N 29'57'17" E 34.74' C102 125.00' 21'07'15" 46.08' N 11'24'20" E 45.82' C109 125:00' 26'12'35" 57.18' S 34'55'05" E 56.68' C110 125.00' 23'38'43" 51.59' S 59'50'44" E 51.22' C111 125.00' 19'59'35' 43.62' S 81'39'52" E 43.40' 1 1 FORESTBROOKE PHASE 3 A Portion of SECTION 31 and 32, TOWNSHIP 21 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FLORIDA 11 POINT OF BEGINNING 12 15 PARK o ft%% ftftft 17 00 70 72 I I 74 FORESTBROOKE PHASE 2 per Plat Book 55, Page 56 17.2211' 59 N 00'5' E i_ 71 N 08'36'37" E 31.52' N 89'09'18" W 126.19' SHEET 4 OF 7 TRACT 'F' Conservation and Drainage Easement FORESTBROOKE PHASE 1 per Plat Book 53, Page 124 - 129 R = 175.00' N 8927'30" W 156.88' P. T. A = 39*11*111" 40 C103 Chord = 117.37' N 53'27'09" E CB = N 69'51'55" W 3 41.21' Cl 04 • 0 P.C. n N 41 0 . 6+ R = 25.00 L = 38.85' S 00°50'42" W c° \ P.T. i 24.9.8' A = 89'02'44" 10. 00' D.E. N 8927'30" W 142.30' ti Chord = 35.06' �N 892730" W 120.00'- 20.18'50 off', /� CB - N 05'44'57" W 10.00D.E.-�-� 89'09018" W R 205.00\ iv. 5.00' D.E. 50 0' �'� .3 � „� L=45.25' P.I. P.R.C. 73 o M 5.00' D. E w i �, . +� - �. N ©= 12'38'50' too I i- 31 w ^ 67• Chord = 45.16 00 00 LO o �� N F 1S 41 'p4'• W CB = S 32'27'00" S 68-36-37- W 30 R = 125.00 v 30.05' N o D= 6'30'18" o rn o\ 0 40' S 08'36'37" W ! z L = 14.19' 18.28' ^ P. T- CB = N 04'05'51" E Z o c) LO •" N 8977'30" W 121.20' � o o � 5.00' S 89'27'30" E (NR) I• o 12.62 0)j 132.16' Z N 89'27'30' W (15� 51 3 CURVE TABLE . �N __ 121.20' 1pr, DELTA 0 0 CHORD BEARING R = 125.00 13 3 N o � 13.55' S 89'09'18" E M 50 0 vi � 0 10.00' D.E. 13.55' 25.00' Vol w�0) D = 1'15'36" S 01'35'53" w j L = 2.75' 13.x7' j Q Ncio a' cr a `�. 120.00' 13.54' CL � / i P.I. 745'55" 3 LJ 0 o� 14 0 122.23' CO $410 Co Ill O M o LJ , rn Om o w 0 16.93' C43 n_ 7'45'55" 10.16' W �� o �.; Tract "B" n N 84'33'33" W 3.70'- 15 PARK o ft%% ftftft 17 00 70 72 I I 74 FORESTBROOKE PHASE 2 per Plat Book 55, Page 56 17.2211' 59 N 00'5' E i_ 71 N 08'36'37" E 31.52' N 89'09'18" W 126.19' SHEET 4 OF 7 TRACT 'F' Conservation and Drainage Easement FORESTBROOKE PHASE 1 per Plat Book 53, Page 124 - 129 R = 175.00' N 8927'30" W 156.88' P. T. A = 39*11*111" 40 C103 Chord = 117.37' N 53'27'09" E CB = N 69'51'55" W 3 41.21' Cl 04 • 0 P.C. n N 41 0 . 6+ R = 25.00 L = 38.85' S 00°50'42" W c° \ P.T. i 24.9.8' A = 89'02'44" 10. 00' D.E. N 8927'30" W 142.30' ti Chord = 35.06' �N 892730" W 120.00'- 20.18'50 off', /� CB - N 05'44'57" W 10.00D.E.-�-� 89'09018" W R 205.00\ iv. 5.00' D.E. 50 0' �'� .3 � „� L=45.25' P.I. P.R.C. 73 o M 5.00' D. E w i �, . +� - �. N ©= 12'38'50' too I i- 31 w ^ 67• Chord = 45.16 00 00 LO o �� N F 1S 41 'p4'• W CB = S 32'27'00" S 68-36-37- W 30 R = 125.00 v 30.05' N o D= 6'30'18" o rn o\ 0 40' S 08'36'37" W ! z L = 14.19' 18.28' ^ P. T- CB = N 04'05'51" E Z o c) LO •" N 8977'30" W 121.20' � o o � 5.00' S 89'27'30" E (NR) I• o 12.62 0)j 132.16' Z N 89'27'30' W (15� 51 P.o.c. H s o`� OS4' C) 0.41 2s 00, 2 .00, GRAPHIC SCALE sa 50 ( IN FEET ) 1 inch = 50 ft. LINE TABLE LINE LENGTH BEARING L8 10.79' N00'50'42"E L9 6.09' S08'29'02"W , N 81323" W CURVE TABLE . 5.00' __ 121.20' S 89'09'18" E DELTA / CHORD BEARING R = 125.00 p S 33,33 33 W 19.57' o � 13.55' S 89'09'18" E M 50 0 ' 0 � 0 10.00' D.E. 13.55' 25.00' 25.00' C10 D = 1'15'36" S 01'35'53" w j L = 2.75' 13.x7' j � a' cr a `�. 120.00' 13.54' 1 / i P.I. 745'55" °' O 16.93' C32 122.23' CB = N 07'58'49" E 10 �' o `� C42 125.00' 25. N 25.00' 00/ 11 � M 16.93' C43 75.00' 7'45'55" 10.16' 32 �� o �.; Tract "B" 75.00' N 84'33'33" W 3.70'- N 04'43'40" E - C45 125.00' N 84°33'33" W 16.94' V- 16.93' C103 175.00' !,� Conservation Easement per i 137.71' C104 N 89'09'18" W � LO Q? 18.58' ' ^ 29 C105 0 N N N S z rn 00 LO o O.R. Book 6769, Pg. 1785, I N 8433'33' W P O 13.64' I N M 13.63' i� 205.00' 16'52'29" 0) 120.00' 60.16' N 89'27'30" I W O Amended Conservation Easement 1 59.46' 6.65' o�I N N 89'09'18" W C cn �00 io 0u O V)0 5.02' N Pae 3971 per O.R. Book 6850, g , w � 1n 121.93' M S 89'27'30" E o 35 �,� O' Z S 89'27'30" E I / and Conservation and Drainage IN �� N w w 121.20' :� 0 o ' E0 127.82' 00 Easement per Official Records ;� - i4 52 z m N C14M z N 89'27'30" W w ^ S 05'17'55' 0 w Book ____, Page ____ r7 coo N 0) O � S 09 35'21" E 121.20' P Cn O 4- 3 Im 55 O O N 13.14 ' J '0 o 33'33" E 5.00' :"� 0 5.00' --5.00' 0 33.40' m J IJ am M z 9 o 3 N 89'09'18" W 00 0v 03 o N o o N 84'33'33" W i 2 ( CL) zo (� 120.00' 33 M W S 89'09'18" E 130.49' N 00°50'42" E i OR (0o ,Z M � o 0 v �'`-� lb S 23'51" W 19.22' o 8.27'N ;/ P. T. i O � ' 28 0 o 3 v w .2 N 89'09'1 S" W \ CV 'J U U fi 8.60' `� / I � a7. n d- rn °� m o h o '� 53 o 120.00' j P.C. j / S 89'27'30" E P.T. i z � S 89'27 30" E \ ; r L M o o °' _ o 0 120.00' I" �- N v v \ 144.04' j w rn o M Z ,� co 120.00' N r7 r I r PO 00 n - d. v N 08'36'37" E 6 LOO M U O O o `� N 89'09'18" W �\ j P. C. jo 2.51' N o w �- ^ N. 3 N 84'33'33" W a o 8 L U N I CA 120.00 M d mil` a 10o N N t o o� N � o io "A" 5.00' 25.00' � o CO137.51' UO ao . o o (0 ao L10.00' S 89'09'18" E 140.74' S 89' 9'18" E 00 25 °a N o � o I I `° z D.E. 0 27 o00 � 1. ! 00 S 89'09'18" E 120.00' �� 54 `•n 0 S 89'09'18" E 0 W 140.52' 25.00' 0) w a o N 89'09'18" W o m 000 6) v; -1-j _ r'� I of - ui P.o.c. H s o`� OS4' C) 0.41 2s 00, 2 .00, GRAPHIC SCALE sa 50 ( IN FEET ) 1 inch = 50 ft. LINE TABLE LINE LENGTH BEARING L8 10.79' N00'50'42"E L9 6.09' S08'29'02"W 120.00' CURVE TABLE . I Q S 89'09'18" E DELTA LENGTH CHORD BEARING CHORD p 3 7'45'55" 13.55' S 89'09'18" E M +- ' 0 7'45'55" 13.55' N 04'43'40" E 3 C10 100.00' � 13.55' 120.00' 13.54' C29 125.00' 745'55" i -I O 16.93' C32 122.23' --no o ^ (0 10 �' 10.16' C42 125.00' 7'45'55" 16.94' S 04'43'40" W 16.93' C43 75.00' 7'45'55" 10.16' S 04'43'40" W 10.16' C44 75.00' 7'45'55" 10.16' N 04'43'40" E - C45 125.00' N 84°33'33" W 16.94' N 04'43'40" E 16.93' C103 175.00' 20'17'14" 61.96' N 79'18'53" W 61.64' C104 N 89'09'18" W 6'05'03" 18.58' = 18.57' C105 175.00' N N S z rn \ 147.01' C106 205.00' P O 13.64' 0 r� 13.63' i� 205.00' 16'52'29" 60.38' 120.00' 60.16' C108 125.00' 27'15'14" 1 59.46' ( o�I N N I �00 7 0u O V)0 14 N ' o0 00 o 35 �,� O' 10 �� N Co :� 0 o E0 00 "' z m O O O � S 09 35'21" E y P Cn O 4- 3 Im 55 O O N w W 0 26 0 33.40' m J IJ am M I `° ^ V) o N 89'09'18" W 0v o 00LO I� 00 120.00' a S 89'09'18" E S 89'09'18" E 00 o ( 120.00' 131.39' rn v N 84'33'33" W o so m / 144.74' z N 89'09'18" W 0 I 0 I" �- 00 17 120.00' r7 r PO 00 n - d. i 6 LOO M O O o O 0 36 W 0 w �- 56 a ^O CA M o o� N � MATCHLINE "A" 5.00' 25.00' � o . o o (0 m o 00 o S 89'09'18" E 140.74' S 89' 9'18" E 00 25 °a N o I I `° z °' N 84'33'33" 1. P.T. S 89'09'18" E 120.00' `•n 0 S 89'09'18" E 0 W 140.52' 25.00' S 00'50'42" W o 134.12' 6) v; 10.66' N 00'50'42" E \� z � cn W ! / 2.33' S 89'09'18" E 120.00' -t' in j N S 00'50'42" W MI a, 5 21.87' I 0 0 °' r" �� 16 � o C 37 � W 3 �� �_ \s o. � 6'� 57 n - 00 °0 23IAP ..• y TI� CALE 24 o 174.90 0000 w 3 E S 89'09'18" E o •- _pJ1A�'� %112 25.00' 25.00' 133.89' °' C�NE„A„ N\ AcCOrmick Road ! 1_ P.T. o N 03'37' 01 " E o I N S 6810 5$ oo 0 N 0.60 13 S 89'0 '18" E o o J (See Detail on Sheet 3) z 38 I Q „„ Tract B 58 V Conservation Easement per to Q \ O.R. Book 6769, Pg. 1785; <C Amended Conservation Easement M M Sheet 7 i pand D �� to Consserovato8n5and Drainage Easement per Official Records Book _____, Page --- P.o.c. H s o`� OS4' C) 0.41 2s 00, 2 .00, GRAPHIC SCALE sa 50 ( IN FEET ) 1 inch = 50 ft. LINE TABLE LINE LENGTH BEARING L8 10.79' N00'50'42"E L9 6.09' S08'29'02"W 1 CURVE TABLE . CURVE RADIUS DELTA LENGTH CHORD BEARING CHORD C6 100.00' 7'45'55" 13.55' S 04'43'40" W 13.54' C7 100.00' 7'45'55" 13.55' N 04'43'40" E 13.54' C10 100.00' 7'45'55" 13.55' S 04'43'40" W 13.54' C29 125.00' 745'55" 16.94' 1 S 04'43'40" W 16.93' C32 75.00' 7'45'55" 10.16' S 04'43'40" W 10.16' C42 125.00' 7'45'55" 16.94' S 04'43'40" W 16.93' C43 75.00' 7'45'55" 10.16' S 04'43'40" W 10.16' C44 75.00' 7'45'55" 10.16' N 04'43'40" E 10.16' C45 125.00' 7'45'55" 16.94' N 04'43'40" E 16.93' C103 175.00' 20'17'14" 61.96' N 79'18'53" W 61.64' C104 175.00' 6'05'03" 18.58' N 66'07'45" W 18.57' C105 175.00' 12'48'54" 39.14' N 56'40'46" W 39.06' C106 205.00' 3'48'39" 13.64' S 24'13'15" W 13.63' C107 205.00' 16'52'29" 60.38' S 13'52'41" W 60.16' C108 125.00' 27'15'14" 1 59.46' 1 S 08'11'11" E 58.90' 1 FOR.ESTBROOKE PHASE 3 A Portion of SECTION 31 and 32, TOWNSHIP 21 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FLORIDA KEY MAP NOT TO SCALE McCormick Road 0- 0 l� Sheet 7 0 Cy N tSheet5 p 0 Sheet 4- H a) Sheet 3 N 0 0 0 0 LINE TABLE LINE LENGTH BEARING L1. 37.31' N42'34'32"E L4 30.00' S89'13'16"E L5 30.00' N00'46'44"E L7 30.00' N89'13'16"W M 51 GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. OG ew 5.00'10.00' D.E. 5.00' to cant;N 116 21 k� Co GNy\�ti . 00 SHEET 6 OF 7 132 z CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD BEARING CHORD C11 325.00' 2649'14" 152.14' S 75'52'35" E 150.75' C12 150.00' 90'00'00" 235.62' N 44'17'12" W 212.13' C13 150.00' 41'51'44" 109.59' N 68'21'20" W 107.17' C14 150.00' 48'08'16" 126.02' 1 N 23'21'20" W 122.35' C24 240.00' 59'40'13" 249.95' S 5923'10" E 238.80' C46 350.00' 26'49'14" 163.84' S 75'52'35" E 162.35' C47 300.00' 26'49'14" 140.43' S 75'52'35" E 139.15' C48 125.00' 90'00'00" 196.35' N 4417'12" W 176.78' C49 175.00' 18'18'53" 55.94' 1 N 80'07'45" W 55.70' C50 25.00' 69'17'36" 30.23' N 7422'53" E 28.43' C51 55.00' 185'40'53" 178.24' N 47'25'28" W 109.86' C52 25.00' 69'17'36" 30.23' S 10'46'11" W 28.43' C53 175.00' 24'35'25" 75.11' N 11'34'54" W 74.53' C77 215.00' 45'43'26" 171.58' 1 S 52'24'46" E 167.06' C78 265.00' 59'40'13" 275.98' S 59'23'10" E 263.68' C79 25.00' 85'16'58" 37.21' N 62'05'02" E 33.87' C80 55.00' 251'20'11" 241.27' N 34'53'22" W 89.36' C116 55.00' 5342'36" 51.56' N 18'33'40" E 49.69' C117 55.00' 4242'03" 40.99' N 29'38'39" W 40.05' C118 55.00' 41'44'59" 40.08' N 71'52'11" W 39.20' C119 55.00' 47'31'14" 45.62' S 63'29'43" W 44.32' C120 175.00' 10'17'30" 31.43' N 76'07'04" W 31.39' C121 175.00' 8'01'23" 24.51' N 85'16'30" W 24.49' C122 300.00' 19'41'06" 103.07' S 79'26'39" E 102.56' C123 300.00' 7'08'09" 37.36' S 66'02'02" E 37.34' C124 350.00' 656'42" 42.43' S 65'56'19" E 42.40' C125 350.00' 11'20'03" 69.24' S 75'04'41" E 69.12' C126 350.00' 8'32'29" 52.18' S 85'00'57" E 52.13' C136 265.00' 9'55'20" 45.89' S 34'30'43" E 45.83' C137 265.00' 13'40'27" 63.25' S 46'18'37" E 63.10' C138 265.00' 13'40'27" 63.25' S 59'59'04" E 63.10' C139 265.00' 13'40'27" 63.25' S 7339'31" E 63.10' C140 265.00' 8'43'31" 40.36' S 84'51'31" E 40.32' C141 215.00' 40'58'22" 153.75' S 54'47'18" E 150.49' C142 55.00' 39'41'59" 38.11' N 70'55'45" E 37.35' C143 55.00' 41'57'06" 40.27' N 30'06'12" E 39.38' C144 55.00' 44'59'07" 43.18' N 13'21'54" V 42.08' C145 55.00' 45'03'37" 43.25' N 58'23'16" W 42.15' C146 55.00' 42'49'50" 41.11' S 77'40'00" W 40.16' C147 55.00' 3648'32" 35.33' S 37'50'49" W 34.73' C148 215.00' 4'45'04" 17.83' S 31'55'35" E 17.82' M 51 GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. OG ew 5.00'10.00' D.E. 5.00' to cant;N 116 21 k� Co GNy\�ti . 00 SHEET 6 OF 7 132 cc, -;I %K 12.4 r G�9 R.P. r 5 8 Otter \t 'E� --j S 8052'21" E 38 rQ// Court P.T. L4 P.I. v / Cl 39 L7 C140 C1 AZ 7.50' -0.59' 123 7.50' 3 119 'v , /15.00' D.E. oVL co 120 121 co { Q � 122 �o,'s� 0 S 75p� f 15.00' D.E07 Er7.50' �� N 85'12'05" E S 89'17'23" E �$0 p0. 88'58'25 E 91.66' 96.07'- 62.40' ----2-3.42'T--1-17.60' -52.7.Z___._ 101.04 _ 7.50 0.63' / w 00 LU N / S 62°27'56" E--`- 83 0 N 30.12' \ ry $ o4�g, z `- SZ a ,f' 81 0 N 6227'57" w ^"� p P.I. h 84 Ag z 19.42' �, h ryS �s, 9s, Gi °� 6225 5.00' P.C. 4j 5.00' SSSS+ 8 �5• P.T. C12 6.71' ry C 2 $ 25 rr4 t 47 43.29' C121 1 6 �s' �o� 'rye / 29' FQI1'CjII, C b - 50.00' - C49 20 A� 49s R = 25.00' O Cll C 6 L = 38.85' `ti / +� 10.00' D.E. C� Oar/V P.C. S 89'17'12" E P.T. Cg0 P.T. A = 89 02'44" �� <o ,Ong 24 e Chord = 35.06'C46 50.00' C�3 CB = N 05 44'57' WC125 N $6 C125 50.00' - R Q / C126 18.76' 31.24' P.R.C. L = 45.25 Z05.00 ' O �j, / � , . O ,o �, A = 12 38'50" �� 0 °� h' 3 Chord = 45.16' 4�? 0-k- 10.00' D.E. C9^o $7 ,b , CB = S 3227'00" w 26 O� 3 5.00' cp co s^ P.O.C. $$ t �, 3:6S S2'�� p ifl ^ in o co 0 Tract A o Co 89 N N 84.33'33"C/7 (NR) y " C/7 00 Park 175.72• ' N 80.2030 E 10.00' D.E. cn - �' -- 36.03 S 8123'4j " E .- --�_ 5.00' 10.00' D.E96.04' 10.00' D.E. HLINE N 85'20'02" E "C' 45.63' 44.76' S 89'17'12" E 156.24' 5.00' J 97 zz 95 94 I 93 I 92 I 91 I 90 z 117 o ' o 131 \ 15.00' D.E. 23.47' 80 129 7.50' •ftp COs \ 00 0 0-) 7.50' \ 118 N I �• / LLJ Q 15.00' D.E. 7.50' 5.00' 128 wS 45°09'11" Ey _ - 69 i� r� p 86 8g 14 _E 10.00' D.E. F ct LIJ 23 0 tn��ss�. 9 �'�• y �• r 6 S�8 '13'07" E 153.16' _ 5.00' m Mo 10.46' MATCHLINE "D" o ryN / 235, S \p0 7.50' ry0 / r` 00 \ 7" z 699\ L- 5.00' w Q � 2 126 0, er) ^ a W Q,A 06 N o M m l// �\ %A LV 3 V Z ! 125 V P.C. 10.00' D.E. 85 / Mry o� R.P. o y R = 350.00' 127 D = 1'39'10" CB 10.10' S63'17'31" z cc, -;I %K 12.4 r G�9 R.P. r 5 8 Otter \t 'E� --j S 8052'21" E 38 rQ// Court P.T. L4 P.I. v / Cl 39 L7 C140 C1 AZ 7.50' -0.59' 123 7.50' 3 119 'v , /15.00' D.E. oVL co 120 121 co { Q � 122 �o,'s� 0 S 75p� f 15.00' D.E07 Er7.50' �� N 85'12'05" E S 89'17'23" E �$0 p0. 88'58'25 E 91.66' 96.07'- 62.40' ----2-3.42'T--1-17.60' -52.7.Z___._ 101.04 _ 7.50 0.63' / w 00 LU N / S 62°27'56" E--`- 83 0 N 30.12' \ ry $ o4�g, z `- SZ a ,f' 81 0 N 6227'57" w ^"� p P.I. h 84 Ag z 19.42' �, h ryS �s, 9s, Gi °� 6225 5.00' P.C. 4j 5.00' SSSS+ 8 �5• P.T. C12 6.71' ry C 2 $ 25 rr4 t 47 43.29' C121 1 6 �s' �o� 'rye / 29' FQI1'CjII, C b - 50.00' - C49 20 A� 49s R = 25.00' O Cll C 6 L = 38.85' `ti / +� 10.00' D.E. C� Oar/V P.C. S 89'17'12" E P.T. Cg0 P.T. A = 89 02'44" �� <o ,Ong 24 e Chord = 35.06'C46 50.00' C�3 CB = N 05 44'57' WC125 N $6 C125 50.00' - R Q / C126 18.76' 31.24' P.R.C. L = 45.25 Z05.00 ' O �j, / � , . O ,o �, A = 12 38'50" �� 0 °� h' 3 Chord = 45.16' 4�? 0-k- 10.00' D.E. C9^o $7 ,b , CB = S 3227'00" w 26 O� 3 5.00' cp co s^ P.O.C. $$ t �, 3:6S S2'�� p ifl ^ in o co 0 Tract A o Co 89 N N 84.33'33"C/7 (NR) y " C/7 00 Park 175.72• ' N 80.2030 E 10.00' D.E. cn - �' -- 36.03 S 8123'4j " E .- --�_ 5.00' 10.00' D.E96.04' 10.00' D.E. HLINE N 85'20'02" E "C' 45.63' 44.76' S 89'17'12" E 156.24' 5.00' J 97 zz 95 94 I 93 I 92 I 91 I 90 z 117 o o N 59'27'36" 23.47' 80 22 •ftp COs \ 00 0 0-) `� 118 N I �• p LLJ Q 5.00' wS 45°09'11" Ey 69 i� r� 32.46' 10.00' D.E. F ct LIJ 23 0 tn��ss�. 9 �'�• \ m Mo 5.00'-f \7 w m ryN / 235, S \p0 ry 00 ry0 / Cl 78 \ 7" z 699\ L- 5.00'--�, Q 5.00' /10.00' D.E. 24 42'22" E N . 81.42'22 11 .oma � 127.24' 85 / Mry o� R.P. y R = 350.00' D = 1'39'10" CB 10.10' S63'17'31" _ E ;h n' cc, -;I %K 12.4 r G�9 R.P. r 5 8 Otter \t 'E� --j S 8052'21" E 38 rQ// Court P.T. L4 P.I. v / Cl 39 L7 C140 C1 AZ 7.50' -0.59' 123 7.50' 3 119 'v , /15.00' D.E. oVL co 120 121 co { Q � 122 �o,'s� 0 S 75p� f 15.00' D.E07 Er7.50' �� N 85'12'05" E S 89'17'23" E �$0 p0. 88'58'25 E 91.66' 96.07'- 62.40' ----2-3.42'T--1-17.60' -52.7.Z___._ 101.04 _ 7.50 0.63' / w 00 LU N / S 62°27'56" E--`- 83 0 N 30.12' \ ry $ o4�g, z `- SZ a ,f' 81 0 N 6227'57" w ^"� p P.I. h 84 Ag z 19.42' �, h ryS �s, 9s, Gi °� 6225 5.00' P.C. 4j 5.00' SSSS+ 8 �5• P.T. C12 6.71' ry C 2 $ 25 rr4 t 47 43.29' C121 1 6 �s' �o� 'rye / 29' FQI1'CjII, C b - 50.00' - C49 20 A� 49s R = 25.00' O Cll C 6 L = 38.85' `ti / +� 10.00' D.E. C� Oar/V P.C. S 89'17'12" E P.T. Cg0 P.T. A = 89 02'44" �� <o ,Ong 24 e Chord = 35.06'C46 50.00' C�3 CB = N 05 44'57' WC125 N $6 C125 50.00' - R Q / C126 18.76' 31.24' P.R.C. L = 45.25 Z05.00 ' O �j, / � , . O ,o �, A = 12 38'50" �� 0 °� h' 3 Chord = 45.16' 4�? 0-k- 10.00' D.E. C9^o $7 ,b , CB = S 3227'00" w 26 O� 3 5.00' cp co s^ P.O.C. $$ t �, 3:6S S2'�� p ifl ^ in o co 0 Tract A o Co 89 N N 84.33'33"C/7 (NR) y " C/7 00 Park 175.72• ' N 80.2030 E 10.00' D.E. cn - �' -- 36.03 S 8123'4j " E .- --�_ 5.00' 10.00' D.E96.04' 10.00' D.E. HLINE N 85'20'02" E "C' 45.63' 44.76' S 89'17'12" E 156.24' 5.00' J 97 zz 95 94 I 93 I 92 I 91 I 90 - East line of the SW 1/4 of the NW 1/4 d- 0 N a� "Q\co m v of o 0 NO � W to UI�+� o azo � i U U) o CL East line of the NW 1/4 of the SW 1/4 ®I 01 z o o 80 00 0 � w i� r� 0 0- 79 19 N Cl 78 z c5 42'22" E N . 81.42'22 11 127.24' R.P. �0 78 P.I. v R = 25.00' rn D = 58'22'46" �cp L = 25.47' CB = S 16'13'35" ACV W S 89'17'23" E (NR) \nom R = 25.00' 147.43' D = 10'54'50" in to L = 4.76' ai CB = S 18'25'12" E 77 a; o w 25.00' 25.00' - P.C. S 89'45'42" E (NR) 130.01' MATCHLINE "C" 0 0 76 +� 0 U 0 I- C C Iv - East line of the SW 1/4 of the NW 1/4 d- 0 N a� "Q\co m v of o 0 NO � W to UI�+� o azo � i U U) o CL East line of the NW 1/4 of the SW 1/4 ®I 01 FORESTBROOKE PHASE 3 A Portion of SECTION 31 and 32,. TOWNSHIP 21 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FLORIDA KEY MAP NOT TO SCALE ' McCormick Road 0 Q0Q� a 0 t1;VSheet3 m SHEET 7 OF 7 � o v� m w ry O L� n L- 5.00' 0 Q 0 O o N Q v JD N O Er W t{� U1�+ 00 OZ 0 V) a o East line of the N1/4ofthe NW1/4 I"RAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. LINE TABLE LINE LENGTH _ BEARING L2 21.84' S89'1 3'07"E L3 30.00' S00'46'44"W L6 21.85' S89'1 3'07"E L12 14.21' S89'13'07"E 1 I 1 CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD BEARING CHORD C20 365.00' 24'22'53" 155.32' N 63'08'07" E- 154.15' C21 365.00' 14'52'37" 94.77' N 67'53'16" E 94.51' C22 365.00' 9'30'16" 60.55' N 55'41'49" E 60.48' C23 150.00' 39'50'13" 104.29' S 70'51'47" W 102.20' C68 340.00' 24'22'53" 144.68' N 63'08'07" E 143.59' C69 390.00' 7'57'25" 54.16' N 71'20'51" E 54.12' C70 25.00' 83'04'48" 36.25' N 71'05'27" W 33.16' C71 25.00' 83'04'48" 36.25' S 11'59'21" W 33.16' C72 390.00' 2'35'05" 17.59' N 52"14'13" E 17.59' C73 175.00' 39'50'13" 121.67' S 70'51'47" W 119.24' C74 125.00' 9'23'33" 20.49' S 55'38'27" W 20.47' C75 25.00' 95'27'41" 41.65' N 71'55'56" W 37.00' C76 55.00' 245'01'08" 235.20' N 33'17'20" E 92.76' C148 215.00' 4'45'04" 17.83' S 31'55'35" E 17.82' C149 55.00' 58'57'30" 56.60' S 53'40'51" E 54.13' C150 55.00' 50'22'53" 48.36' N 71'38'58" E 46.82' C151 55.00' 46'09'36" 44.31' N 23'22'43" E 43.12' C152 55.00' 46'41'06" 44.81' N 23'02'38" W 43.58' C153 55.00' 3952'46" 38.28' N 66'19'34" W 37.51' C154 55.00' 2°57'03" 2.83' N 87'44'28" W 2.83' C155 175.00' 13'13'35" 40.40' S 84'10'06" W 40.31' C156 175.00' 21'09'30" 64.62' S 66'58'33" W 64.26' C157 175.00' 5'27'07" 16.65' S 53'40'14" W 16.65' C158 340.00' 6'19'33" 37.54' N 54'06'27" E 37.52' C159 340.00' 1 18'03'20" 1 107.14' N 66'17'54" E 1 106.70' 1 I 1