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HomeMy WebLinkAboutIII (C) Approval and Authorization for Mayor and City Clerk to execute documents associated with The Reserved Unit One - Final Plat, and Developer and Homeowners Association Agreement for Upgraded Street LightingAgenda 11-18-97 Item III C JAMES W. SHIRA, PE. CITY ENGINEER / UTILITIES DIRECTOR 150 N. LAKESHORE DRIVE. OCOF.F., FLORIDA 34761 PHONE (407) 656-2322 EXT. 142 . PAX (407) 6567835 MEMORANDUM DATE: November 11. 1997 TO: The Honorable Mayor and Board of City Commissioners FROM: Ernie Kovacs, Engineering Aide SUBJEC'1: Approval of The Reserve Unit One Final Plat Developer and Ilomcowners Association Agreement for Upgraded Street Lighting Issue Should the Honorable Mayor and Board of City Commissioners approve the Final Plat and Upgraded Street Lighting Agreement for The Reserve Unit One Subdivision? Background and Discussion The Reserve Unit One is an 99 lot single family residential subdivision located at the northeast corner of Clarke Road and A.D. Mims Road. Site improvements have been made and accepted by the applicable city departments. Recommendation The staff recommends that the Honorable Mayor and Board of City Commissioners approve the Final Plat and Upgraded Street Lighting Agreement at this time. EK/jbw THE PRIDE OF WEST ORANGE DEVELOPERS AND HOMEOWNERS ASSOCIATION AGREEMENT FOR UPGRADED STREET LIGHTS This Agreement. entered Into this_ day ween of , 19 _, by and bet Ocoee Lad Develoc5rient, Ltd hereinafter referred tas Developer, The Reserve at Ocoee Horteowners Association, Inc. hereinafter referred to as Association, and the CIN OF OCOEE. hereinafter referred to as City. WrTNESSETH: WHEREAS, the Developer owns and desires to develop certain real property located in the City of Ocoee, Orange County, Florida, more particularly described In Exhibit 'A', attached hereto; and WHEREAS, for the purpose of developing the subject property, the Developer has submitted to the Ctty of Ocoee a subdivision plan and specifications for a subdivision to be known as The Rese,,p Ung Ont ; and WHEREAS, the Developer intends to develop the subject property in accordance with the approved subdivision plans and specifications. Including certain specialized street lighting; and WHEREAS, In order to install said street lighting it will be necessary to Install Salem type street lights for every 1 conventional Podures to obtain the same illumination; and WHEREAS, the cost and maintenance of the Salem type street lights is in excess of the amount paid by the City for street lighting pursuant to the City's agreement with Florida Power Corporation; and WHEREAS, the City is in agreement to allow this type of street lighting by the Developer for use in The Rese^ e unit One subdivision provided that the additional cost thereof is paid for by the Developer and/or the Association; and WHEREAS, the Developer and Association are in agreement to pay the additional costs thereof. NOW THEREFORE, the partles agree as follows: I. The Developer hereby agrees that the Declaration of Covenants Conditions and Restriv..lons for Atie R - t rrre n � t' I= shall specifically provide that the Association shall be responsible for the additional cost of street lighting that is over and above that paid for by the City and shall reimburse the City of Ocoee said additional cost plus an administrative charge equal to ten (10) percent of the additional costs and that said Association shall have the power and authority to assess each lot owner within said subdivision, which said assessment shall be a lien upon each lot and shall be subject to foreclosure by the Association In the event of non-payment. Z That the Association for Itself, its successors and assigns agrees that the Decl=don of Cov,;nants Conditicns and Restdcilom for The Reserve at Ocoee Homeowners I M ed as it relates to the duty to pay the additional cos± of street lighting and the lien and � mertEpfwis� lora thereof, without consent of the Clty, and further agrees to be responsible for the additional costs of street lighting over and above that paid for by the City that results from the use of the desired street lighting, plus the administrative costs set forth above. J. The Developer upon the execution of this Agreement, shall pay to the City the cost of recording this Agreement in the Public Records of Orange County, Florida. Developers and Homeowners Associatlon Agreement for Upgraded Street Lights 4. This Agreement shall be binding and inure to the benefit of the subject property and be binding upon the Association and any persons, fine or corporation that may become its successor in interest directly or indirectly to the subject property. IN WITNESS WHEREOF, the parties hereto have caused these presents to be signed as of the date and year first above wdttern SIGNED, SEALED, AND DELIVERED IN THE PRESENCE OF: Wrmess Witness FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, APPROVED AS TO FORM AND LEGALITY, THIS _ DAY OF 19 FOLEY & LARONER BY: A CITY ATTORNEY Jay- W.Aw witness JG A N N E 4},e e H E `( FORM -12 ATTEST: CITY OF OCOEE RJORIOA MAYOR City APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON 19 UNDER AGENDA ITEM NO. DEVELOPER: Ocoee. ^a�.d D�evelor- nt, Ltd., a Florida limtcea �n d Ceve4,y a F'orida cerocration gene�rFeinstein As' :bi'ce President (SEAL) Developers and Homeowners Association Agreement for Upgraded Street Lights W�lessi , der N. KAc GZAW Witness J eAIJ r.IfiE I+ STATE OF FLORIDA COUNTY OF ORANGE ASSOCIATION: The Reserve at Ocoee Homecrners e+ssociatuon By Scott' ('11d As its: nresi.dent (SEAL) I HERESY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared personally known to me to be the Mayor and City Clerk, respectively, of the CIN OF OCOEE- a Florida municipal corporation, and that they severally acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily under authority duly vested In them by said municipality, and who did not take caths. WITNESS my hand and official seal In the County and State last aforesaid this 19_ Notary Public My Commission Expires: FORM -12 day of Developers and Homeowners Association Agreement for Upgraded Street Lights STATE OF FLORIDA COUNTY OF SEMINOLE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared Jerome D. Feinstein, Vice President of Ocoee Land Development, Inc., general partner of Ocoee Land Development, Ltd., personally known to me, and that he acknowledged executing the same freely and voluntarily under authority duly vested in him by said corporation and that the sale affixed thereto is the true corporate seal of such corporation, and who did not take an oath.. WITNESS my hand and official seal in the County. and State last aforesaid this 28i° day of October. 1997, Notary Public My Commission Expires: FE s. 15� 199y STATE OF FLORIDA N,, cc 419 753 COUNTY OFSEMfNOLE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared H. Scott Gold, President of The Reserve at Ocoee Homeowners Association, Inc., personally known to me, and that he acknowledged executing the same Geely and voluntarily under authority duly vested in him by said corporation and that the seal affixed thereto is the true corporate seal of such corporation Witness my hand and official seal in the County and State last aforesaid this 28" day of October. 1997. Notary Public % My Commission Expires: PCs. is 1999 cc4i9753 FORM -12 LEGAL DESCRIPTION: A PORTION OF SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY' DESCRIBED AS FOLLOWS: o COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE RUN S 895,3'20" W ALONG THE 'SOU TH LINE OF THE SOUTHEAST I/4 0F SAID TION 9 A DISTANCE OF 30.00 FEET TO THE WEST RIGHT-OF-WAY LINE OF JOHIO SHORES ROAD; /D SE C THENCE RUN N 00°09'42" E ALONG SAID WEST RIGHT-OF-WAY LINE A DISTANCE OF 602.54 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE RUN 'N 89°50'18° W A DISTANCE OF 125.00 FEET; THENCE RUN N 00°09'42" E A DISTANCE OF 16.11 FEET; THENCE RUN N 89`50'18" W A DISTANCE OF 160.00 FEET; THENCE RUN N 00°09'42" E A DISTANCE OF 6.65 FEET; THENCE RUN S 66°37'57" W RADIAL TO A CURVE, A DISTANCE OF 50.35 FEET TO A POINT ON SAID CURVE CONCAVE SOUTHWESTERLY HAVING A CHORD BEARING OF N 24°29'39" W AND A RADIUS OF 435.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°15'12" A DISTANCE OF 17.11 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 310.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°57'01 A DISTANCE OF 178.28 FEET TO THE POINT OF TANGENCY; THENCE RUN N 58°3476" W A DISTANCE OF 205,65 FEET;' THENCE RUN N 31°25'44" E A DISTANCE OF 33.33 FEET; THENCE RUN N 80°49'24" W RADIAL TO A CURVE, A DISTANCE OF 119.52 FEET TO A POINT ON SAID CURVE CONCAVE WESTERLY HAVING A CHORD BEARING OF S 10°09'26" W AND A RADIUS OF 325.00 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°57140° A DISTANCE OF 11.12 FEET; THENCE DEPARTING SAID CURVE RUN N 78°51'45" W RADIAL TO A CURVE, A DISTANCE OF 160.00 FEET TO A POINT ON SAID CURVE CONCAVE NORTHWESTERLY HAVING A CHORD BEARING OF S 59°57'34" W AND A RAD/US OF 165.00 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 97°38'37" A DISTANCE OF 281.19 FEET TO A POINT OF TANGENCY; THENCE RUN N 71 °13'08" W A DISTANCE OF 178.80 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF CLARKE ROAD (100 FEET RIGHT-OF-WAY), SAID POINT BEING ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF, 1959.86 FEET AND A CHORD BEARING OF N 00°06'13" W; THENCE RUN NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°01'58" A DISTANCE OF 958.89 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE EASTERLY HAVING A CHORD BEARING OF N 12°25'04" W AND A RAD/7S OF 500.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03°24'16' A DISTANCE OF 29.71 FEET TO THE POINT OF TANGENCY; THENCE RUN N 10°42'56" W A DISTANCE OF 117.98 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 500.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03°48'51" A DISTANCE OF 33.28 FEET TO THE POINT OF TANGENCY; THENCE RUN N 14°31'47" W A DISTANCE OF 163.46 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 50.00 FEET; THENCE DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE OF CLARKE ROAD RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°59'45" A DISTANCE OF 78.54 FEET TO THE POINT OF TANGENCY BEING THE SOUTHERLY RIGHT-OF-WAY OF A.D. MIMS, ROAD (80 FEET RIGHT-OF-WAY WIDTH); THENCE RUN N 75°27158" E ALONG SAID SOUTHERLY RIGHT-OF-WAY OF A.D. MIMS ROAD A DISTANCE OF 817.18 FEET TO THE WEST LINE OF THE EAST 562.00 FEET OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 9; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY OF A.D. MIMS ROAD RUN S 00°09'42" W ALONG SAID WEST LINE A DISTANCE OF 1087.74 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 9; THENCE RUN S 89°57'24° E ALONG SAID NORTH LINE A DISTANCE OF 532.00 FEET TO THE AFORESAID WEST RIGHT-OF-WAY LINE OF JOHIO SHORES ROAD; THENCE RUN S 00°09'42" W ALONG SAID WEST RIGHT-OF-WAY LINE A DISTANCE OF 720.41 FEET TO THE POINT OF BEGINNING. oa-,dr- 1mrTd. w-Tne+-sFap..�( , OCOEE LAND DEVELOPMENT, INC., a Florida corporation, general partner BY---i - - -- - - ----------------- r Pnt ame: William am J. Goodman, President ZCorporate Sea/), Signed and sealed in the presence of.- Witness: f.Witness: Printed Nome: _�O �lI-G i`Ct witrdh Printed Name: WN STATE OF FLORIDA COUNTY OF ORANGE THIS `IS TO CERTIFY, That on __ 5�7 __ _�_______, /997 before me, on officer duly authorized to take acknowledgements in the State and County aforesaid, personally appeared William J. Goodman a as President ,r Ocoee L4ndDvel� en�� 6LJ:611id.1" car ton , r er-aA pox- r cr Ocoee L.iv d vel (3- Florida li.»i%d is personally -- L' _____ `known to me ' Cor has produced the following identification; Qrti% uJF,oe�cecu'%o� The rcc�oir icn�bi� �nj cLc.Kvic wjeclS exec t tTi a tit �%>� re crF- a n b e h c� (f o F- SG i d ' co r r alio n a. rid U nc%r-}-j-1� c�,u-f'ho r'rT � u.i Ve STS d i Vi h I ►-n b 'CA cot- arc Y Y caT the d P'F 7 c i c -I Sec IN WITNESS WHEREOF, /have hereto set my hand and seal on e above date. A�genda;11-18-97 ' Item .III C PLAT 0 PAGE oRESERVEUNITONEUNIT RESERVE T E ON DE A ION SECTION 9 TO WNSHIP .22 SOUTH, RANGE 28' EA ST %Y OF ORANGE CFLORIDA KNOW ALL MEN BY THESE PRESENTS, That Ocoee Land ©evelo ment Ltd, N , p y VNTY, aFlorida limited partnership n r in simple f h l r' i To being the ovine fee s mp e o the and described n the foregoing caption 7i,rsR.i" hereby dedicates said lands and plot for the uses and purposes therein expressed and dedicates the STREETS UTILITY EASEMENTS AND DRAINAGE EASEMENTS _ h t i , shown hereon to the perpe ual use of the public, and IN WITNESSHEREOF has ` caused these ..r s t t n attested W s au hes. peens o be.:sig ed and attes e erct- `'E- r To b ''-►4,e Of-Frcer- oF'Jr-rs 1 �. T',ne. ha:rned t� ouaa.� tk5 ear or-c`iE ea.lY�N']'n �r "1'v � G:F"� X e }-•� f -h day rh/s -T of LEGAL DESCRIPTION: A PORTION OF SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY' DESCRIBED AS FOLLOWS: o COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE RUN S 895,3'20" W ALONG THE 'SOU TH LINE OF THE SOUTHEAST I/4 0F SAID TION 9 A DISTANCE OF 30.00 FEET TO THE WEST RIGHT-OF-WAY LINE OF JOHIO SHORES ROAD; /D SE C THENCE RUN N 00°09'42" E ALONG SAID WEST RIGHT-OF-WAY LINE A DISTANCE OF 602.54 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID WEST RIGHT-OF-WAY LINE RUN 'N 89°50'18° W A DISTANCE OF 125.00 FEET; THENCE RUN N 00°09'42" E A DISTANCE OF 16.11 FEET; THENCE RUN N 89`50'18" W A DISTANCE OF 160.00 FEET; THENCE RUN N 00°09'42" E A DISTANCE OF 6.65 FEET; THENCE RUN S 66°37'57" W RADIAL TO A CURVE, A DISTANCE OF 50.35 FEET TO A POINT ON SAID CURVE CONCAVE SOUTHWESTERLY HAVING A CHORD BEARING OF N 24°29'39" W AND A RADIUS OF 435.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°15'12" A DISTANCE OF 17.11 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 310.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32°57'01 A DISTANCE OF 178.28 FEET TO THE POINT OF TANGENCY; THENCE RUN N 58°3476" W A DISTANCE OF 205,65 FEET;' THENCE RUN N 31°25'44" E A DISTANCE OF 33.33 FEET; THENCE RUN N 80°49'24" W RADIAL TO A CURVE, A DISTANCE OF 119.52 FEET TO A POINT ON SAID CURVE CONCAVE WESTERLY HAVING A CHORD BEARING OF S 10°09'26" W AND A RADIUS OF 325.00 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°57140° A DISTANCE OF 11.12 FEET; THENCE DEPARTING SAID CURVE RUN N 78°51'45" W RADIAL TO A CURVE, A DISTANCE OF 160.00 FEET TO A POINT ON SAID CURVE CONCAVE NORTHWESTERLY HAVING A CHORD BEARING OF S 59°57'34" W AND A RAD/US OF 165.00 FEET; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 97°38'37" A DISTANCE OF 281.19 FEET TO A POINT OF TANGENCY; THENCE RUN N 71 °13'08" W A DISTANCE OF 178.80 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF CLARKE ROAD (100 FEET RIGHT-OF-WAY), SAID POINT BEING ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF, 1959.86 FEET AND A CHORD BEARING OF N 00°06'13" W; THENCE RUN NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28°01'58" A DISTANCE OF 958.89 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE EASTERLY HAVING A CHORD BEARING OF N 12°25'04" W AND A RAD/7S OF 500.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03°24'16' A DISTANCE OF 29.71 FEET TO THE POINT OF TANGENCY; THENCE RUN N 10°42'56" W A DISTANCE OF 117.98 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 500.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03°48'51" A DISTANCE OF 33.28 FEET TO THE POINT OF TANGENCY; THENCE RUN N 14°31'47" W A DISTANCE OF 163.46 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 50.00 FEET; THENCE DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE OF CLARKE ROAD RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89°59'45" A DISTANCE OF 78.54 FEET TO THE POINT OF TANGENCY BEING THE SOUTHERLY RIGHT-OF-WAY OF A.D. MIMS, ROAD (80 FEET RIGHT-OF-WAY WIDTH); THENCE RUN N 75°27158" E ALONG SAID SOUTHERLY RIGHT-OF-WAY OF A.D. MIMS ROAD A DISTANCE OF 817.18 FEET TO THE WEST LINE OF THE EAST 562.00 FEET OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 9; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY OF A.D. MIMS ROAD RUN S 00°09'42" W ALONG SAID WEST LINE A DISTANCE OF 1087.74 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 9; THENCE RUN S 89°57'24° E ALONG SAID NORTH LINE A DISTANCE OF 532.00 FEET TO THE AFORESAID WEST RIGHT-OF-WAY LINE OF JOHIO SHORES ROAD; THENCE RUN S 00°09'42" W ALONG SAID WEST RIGHT-OF-WAY LINE A DISTANCE OF 720.41 FEET TO THE POINT OF BEGINNING. oa-,dr- 1mrTd. w-Tne+-sFap..�( , OCOEE LAND DEVELOPMENT, INC., a Florida corporation, general partner BY---i - - -- - - ----------------- r Pnt ame: William am J. Goodman, President ZCorporate Sea/), Signed and sealed in the presence of.- Witness: f.Witness: Printed Nome: _�O �lI-G i`Ct witrdh Printed Name: WN STATE OF FLORIDA COUNTY OF ORANGE THIS `IS TO CERTIFY, That on __ 5�7 __ _�_______, /997 before me, on officer duly authorized to take acknowledgements in the State and County aforesaid, personally appeared William J. Goodman a as President ,r Ocoee L4ndDvel� en�� 6LJ:611id.1" car ton , r er-aA pox- r cr Ocoee L.iv d vel (3- Florida li.»i%d is personally -- L' _____ `known to me ' Cor has produced the following identification; Qrti% uJF,oe�cecu'%o� The rcc�oir icn�bi� �nj cLc.Kvic wjeclS exec t tTi a tit �%>� re crF- a n b e h c� (f o F- SG i d ' co r r alio n a. rid U nc%r-}-j-1� c�,u-f'ho r'rT � u.i Ve STS d i Vi h I ►-n b 'CA cot- arc Y Y caT the d P'F 7 c i c -I Sec IN WITNESS WHEREOF, /have hereto set my hand and seal on e above date. R/w) LJVV/� A n tg0�, E RO 1154 PAO GE 497 A (�o �MS R O.1p BOOK 4344, PA /'NORTH 211 PER 0R BO " SOS �g 319.63' RESERVE U Nlr T ONE UTNERLY RAW LINE 0'0'89°59'45° �27,5frE SO 82.12 STC TION 9, TO WNSHIP 22 SOUTH, RANGE 2 EAST L-78.54' Ilo.o°' C� CITY OF OCOEE, ORANGE COUNTY FLORIDA CB-N30'28'06°E c 70 p0' W -� 70.00' �, N � 2/ 1, 117.00' N o 20 CURVE TABLE 30-00 /9 Nw� Q 3 18 o Q rn \ l� C99 CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA cL� �O is /;7 N o N C65 �� Cl 25.00' 37.76' 2354' 34.27' S 44'0/'41' W 86'32'41" PC �O \O' �F s�oN m 27.69 C64 rn 70.00' 22 C2 25.00' 39.52' 25.25' 3553' S 4724'59E 90'34'00" � �, �2 C3 25.09 3927 25.00' 3536' N 4741'59' W 90'00'00' 60.00 w O, 00' CLE ci C63 v z 15, w 16 276' 70. TH SIR 00 \ C4 25.00' 39.27 25.00' 35.36' N 42'18'01'E 9400'00' CC T n Q / C5 2404.86' 665.31' 334.79 663.19' N 10'37'31'W /55/'04" C66 MON ZL ((0!5' c,3 PCC c62 571 3837"W o � UNE TABLE C6 2404.86' 200.60' 100.36' 20054' N 05'05'22"W 04.46'46" C7 2404.86' 964.7/' 233.08' 463.98' N 13'00'54'W lr04'18' n W NJ /SYS- C67 575 g7:18' C98 TRACT l0 � � C8 242986' 67223' 33827 670.08' N l0'3T3/'W /5'5/'04" 2625 a 25' 25 23 RETENTION AREA Z UNE BEARING DISTANCE 83.27' C6/ i- C9 237986' 152.07' 76.06' 152.04' N 04'31'49" W 03.39'40' v C51 125 C84 110 �0, W o N LI N 87'18'01" E 24.59' C/o 237986' 404.89' 202.93' 404.40' N 13'40'37" W 09'44'52" Q 15 C68 37"W N L2 N 02'41'59" W 10.00' CH 50.00' 75.03' 46.61' 68.19' N 6r32'32 W 85'58'59" CZ1 W clol t N R> c /24 110 00' 573*? C97 i N _ _ L3 N 87'18'0/" W 5.82' Cl2 75.00' /1255' 69.92' 10228' N 6132'32 W 8558'59 PR ti L4 N 47'20'22"W 40.8/' C13 2509 3752' 233/' 34.09 N 6132'32 W 8558'59 < 25' S7 2 51, i i"W �, 73Dt N R) 119.0 W 25" C85 24 z ZO C/4 50.09 82.32' 5393' 73.33' S 28.18'04" W 94'19'48" rn O 576753'5 00' C83 Cho L5 N 87`18'01" E 26.32' C15 75.00' PT C102 C69 57251'II,NJ /26 15 00�, ? W L6 S 02°41'59 E 10.00' C16 25.00' 1246' 2696' 366 S 2818'04°W 941948° l4 C50 110• 37„W J Ul L7 S 87°18'01" W 6.03' C17 213486' 357JO' 178.97' 356.69' N %4'04'19' W 09.35'02" R J`00•W C 127.15, (N R) /23 15 IIo.00, 575'09 � L8 S 43'58'35'W 42.95' C18 2/0986' 352.92' 176.87' 352.51' N /404'/9 W 09'35'02° � O o 0 50 /00 /50 200 C19 2/5986' 36128' 18/.06' 360.86' N /4'04'/9' W 09'35'02° m �' S3' S5°W C86 i 02' 25"`N Cs9 25 C96 C52 C20 50.00' 7280' 4456' 6654' S 50'59'23" E 83'25'12" ®'V-7431 5� .{�� 576° 110.00' 575° - �_ CD C21 75.00' 10920' 66.85' 99.80 S 50'S923'E 8325'12° Q SCALE l -100' C22 25.00' 36.40' 2228' 3327' S 50.5923° E 83'25?2' L�3328' t�� l3 �C7o 5.02' 25 W I10•p0'LLJ C25 25.00' 37.67' 23.45' 3421' N 49.31'49 W 86'20'20' CB-N/2'.57' �� 15' U D 5' 57 C49 127 1-1�Cs2 rn 576 54 37"W C24 25.00' 41.93' 27.82' 37.19' N 39'14'55'E 96'06'12' D C95 C25 300.00, 72.45' 36.40' 7228' N 04'/3'08" E 13'50'14' 133.55 W -{ Q C26 275.00' 66.41' 33.37' 6625' N 04'13'08" E /3'50'14" 57 53' 55" cs7 /22 110 00 _ C58 26 J C27 325.09 78.49' 39.44' 78.30' N 04 /3'08 E l3 5914" PT m � c7/ 0 0(Y 577° 1 3' 39"W n � $ b 12 - { 110 • �:o 11p,00' C28 55.00' 271.31' 44.04' 68.75' S 80'40'34" E 28238'08" QQ C29 25.00' 22.39' 12.01' 21.65' S 16'2906" E 5rl9'04" = 77" i 3' 39 W Cbl v- 578° 39' 37"W C30 25.00' 22.39 12.01' 21.65' N 34'5858'E 5r19 04" R'500.�! C103 13 5.00' rn 5 % `Z8 t�1 C94 C31 50.09 68.05' 90.47 62.92' S 48/8'43" W 7758'36° ®03°24'16° 576 53 55 1 � 27 C32 25.09 34.02' 2024' 31.46' S 48'18'43'W 77.58'36° W D Cl45 �7 = css 12/ L-29.71' C 2 I Io.00' ° C57 C33 75.00' 102.07' 60.71' 94.37' S 48'18'43° W 77'58'36" .1) 153"W N C34 25.09 3927' 25.00' 35.36' N 4741'59 W 90'0900 CB@NI'Z25' C104 11 D 110 09 579 110.00' I� C35 25.00' 3927 25.00' 3536' N 42'18'01'E 9900'00" C36 25.00' 39.27' 25.00' 35.36' S 47'41'59° E 9400100' 135.00' r� 579'24'53 W c8o S80'24 37 W C37 25.00' 39.27' 25.00' 35.36' S 42'/8'0/" W 9400'00" 57g'55'46W R1 393 C38 225.09 126.38' 649/' 124.73' N 7112'32 E 32/0'58 TRACT 8 C73 C89 C144 /29 C39 250.00' 140.42' 72-2' /38.59' N 7rl2'32" E 32.10'58" �' 2s' l2Q c56 28 5.00' CORNER LIES IN TREE WALL AND cios l0 374 25 C40 200.09 1/2.34' 57.69' 110.87' N 71/2'32 E 32.10'58" LANDSCAPE AREA PRC 82.87' �n 110.00' C41 225.00' 137.15' 70.78' /35.04' S 72'34'49 W 34'55'33" 4 88.18' 30' 30' C42 200.00' 12/9/1 62.92' 120.04' S 72'34'49 W 34'55'33° (NR) 133702"W c2z N6rls'orE 171.05' G c" 58209'37"W SET WITNESS o C43 250.00, 152.39' 78.65' 150.04' S 72'34'49W 34'5533" 577 C75 �2o N MONTHEATH CIRCLE N C92 MONUMENTS "' 29 C44 50.09 78.64' 50Jd 70.78' N 44'53'51'W 90'07'06" 6 NSTlB'OPE 279-59' POINTS O N LINE C95 75.09 11796' 75.16' 106.18' N 44'5,3'51'W 90 0706" � civ 17959' N co, C55 g C76.2 N8718'01'E = cn 43.49 75.00' 6/•09' 110.00' C46 25.00' 3932' 25.05' 35.39' N 44'53'51" W 9407'06" LU C47 /959.86' 4855' 24.27' 48.54' N 00.02'45" E Or25'09' Clos 0� W 25 25 583'54'37"W ! C48' 1959.86' 5026' 25J3' 5025' N 0123'54°W 0128'09' Z o \�� ��\� O 0 Ln 6 5 C9l QQ C49 2269.86' 86.65' 4333' 86.65' N 13.51'58" W 02'11'/4" 7 O N C78 C54 30 V i Q d� C50 226986' 86.65' 4333' 86.65' N 16'03'12'W 02'11'14" bo 5� 8 <r o o 0O C51 226985' 86.65' 4333' 86.65' N 18'14'27" W 02 /l'!4" INSET S87'18'01"W 110.00' NOT TO SCALE C52 2539.86' 890.82' 450.03' 88626' N 12'44'51" W 2405'44" (n C53 2429.86' 6955' 34.78' 6955' N 03'3/'/1^ W 0138'24" s �C\ 587`18'01"W 75.00' 90.00 C54 242986' 7421' 37.11' 7421' N 05'12'53" W 01'45'00" 155.18' 85.00' 585'39'37"W ® 90.00' 95.00' (NR) l- C55 242986' 7422' 37.11' 74.2/' N 06'57'53'W 0/'45'00' 90.00' Cg0 O �1 O C56 242986' 74.22' 37JI' 7421' N 08'42'53" W 0/'45'00" (NR) 130.18' C53 Qo `�LQ W W C79 3/ C57 2429.86' 742/' 37J1' 74.21' N 10'27'55'W 0/'45'00" a� o J o� 0 3 _ 0 4 25' 25' d /10.00' PC / (; CO C58 242986' 74.22' 37.11' 7421' N 12'12'53'W 0/'45'00' 0107 / O 2 v po o_ ih PC NOT OT PLATTED W o1 C59 242986' 74.22' 37.11' 74.21' N (3'57'53" W 0/'45'00'' 15' o w No _ I N87.18'Ol"E N = o � 0 � - C60 2429.86' 74.22' 37.11 74.21' N /5'42'53' W 01'45'00" v v1 a Wm o i C6/ 242986' 7421' 37.11' 7421' N 17'27'53" W 0/'45'00 0 G m o o NE CORNER OF THE O �2 u � 94.61' 90.00' 90.00' 70.90' o� 32 N LINE OF THE SE 1/4 OF THE SE 1/4 / Z CD C62 242986' 895' 4.47' 895' N 18'26'43"W 00'12'49 N8778'orE 370-0' ~ C64 75.00' 39.45' 20.19' 39.00, N 6705,48W 30'08'13" N 110.00' SE 1/4 OF THE OF SECTION 9 22-28 C63 N N8r1a'orE 44624' EDINBOROUGH _ REC. 3^ I.P.� ACE o SE 1/4 OF SECTION 9-22-28 Q C65 75.00' 2928 14.83 29.19 S 86'39'02'W 22'22'08" Q N 50.03' " - PL N N87'18'O!"E 5.09 43.82' 22.56' 4320' N 35'/7'22' W 33'28'39' W N87'18'01'E N N8r18'o1'E 373.61' REC. 4' X 4" CM C66 75.00' 38.92' 1991' 38.49 S 60'35'54" W 29'44'08 Q Q 77.59 0 33 No IDENTIFICATION c � C67 75.00' 38.18' 1952' 37.77' S 3r08'42"W 29'1916' 90.00' 92.50 3 � m o 20' ACCESS N q5' E 589'57 24°E 53G°IJIJ _ _ C68 75.00' 46.37' 2395' 45.63' S OrO9'08" E 35'2524° U G� L5 8729' C69 210986' 72.09' 36.05' 72.09 N 1753'06" W 015728 L7 i N EASEMENT rn N652 7�, 22.81' 75.00 75.00' 75.00 75.00' 1/6.10' 78.09' 15 30' C70 2/0986' 70.09 35.05' 70.09 N /55716"W 0/'54'12" o AND U.D.E. NZ' S7 -35W W W //g o //8 p 117 �-� 0 116 00 = W iu C7/ 210986' 70.01' 35.01' 70.01' N 14'03'08" W Or54'05' W ls' cl4r v o N w = n N87 /8'0/"E /10.00' S5 39 m p o o rCO� C72 210986' 74.79' 37.40' 74.78' N /2'05'10 W 02'0/'5/" o N o o 58718'0/"W u 85.34' 24.66' °'� No o N o 0 0 0 4Q o o \� ',51 C73 210986' 6594' 32.97 65.94' N 10'10'31'W 014727" p z 37 p p 311 39 4/ (p 42C74 7 5.09 4.06' 2.03' 4.06' S 10'4953'E 03'06'10" ' cr W o o O O C75 75.00' 4394' 22.62' 43.31' S 29'09'5(' E 33'33'47" 92.50' 102 50' a o w o 0 0. o � o \ \ o W 90.00' 85.00' z � O Z 8.80' �• C76 OCT75.33.63' 17.19 3335' S 5847'28'E 25'4129 o (NR) 130.63' r, 30.5/' s z o o �O 30.00 137.23' 88.40' 75.00 N o ni o 35 op z C129 75.00 75.00' 75.00 Cl2s f' \ C77 " 0 0 ' 0 34 oo Z cr3o 589.571241E 264.31' ,5 X380 , 0� C78 237986' 86L91 43 �5' 86.69 N 05'19 02 W 02'05'14' 0 587°18'01'W p Z L o ;n o //5 °� c13Y cas N LOCHSITYRE LOOP Cr27 �6� 25 TRACT 9 C79 237986' 65.38' 3269 65.38' N 03'29'12'W 0!'34'26" 589'57'24'E 26431' v / W 114 v p /- Q- N a n s C-) i WALL AND C80 237986' 74.04' 37.02' 74.02' N 09'4139W Or46'57" CI40 �n���'6� 112 w No q� -zz- 25' 25' Z 0132 41 S89ST24'E Z643Y ivy O 43 LANDSCAPE AREA C8/ 2379BF 90.85' 45.43' 90.85' N /r4d44"W 02'11'14" S' o C42 C125 54.13' 75NE 75.00' 60.18' C126 C82 237986' 90.85' 45.43' 9085' N 13'51'58" W 021//'/4" 50.00' Z C36 C133 Fi C35 /5C83 237986' 9085' 45.43' 90.85' N l6 031/2"W 02'//'14" C109 4628' 75.00 60.00' N C� �� 3124 U.PT �l1O.00 C84 237986' 58.30' 29.15' 58.30' N n 50 56" W 0124'13° TRACT 7 ' CHO S87I8'01'W 181.28' ' _ _ CD ST. JAMES COURT _ N C38 0123 w N o 25' 25' S89°50'18°E C85 215986' 64.72' 32.36' 64.71' N 18'0d20'W or43'00' WALL AND 7N/, j 16'j33 yS - 50.00 v n C39 0122 m �p 133 o NO /32 O o 131 o O /3Q o o C86 2/5986' 82.45' 4/23' 82.45' N 16'03'12'W 0211/'/4" 23128' Cl1/ G S8r18'01W a N LANDSCAPE EA Ny3ST \ S8r18'0lW 18128' N c w' - 134 p o po a O 44 p (� Ln C87 2/5986' 82.45' 4123' 82.45' N /3'51'58°W 02'/1'14" n Ln 0121 �� o rn 7.5' cD � C88 215986' 82.45' 4123' 82.45' N Ir4a44"W 02.11'14" 1 0139 0112 Pr �, 9628' 85.00' �. c37 �„ ca 5 a', C89 2/5986' 4921' 24.60' 4921' N 0555'S7'W 0/•18'20' ll0 25' G� o - N lq 3 58.62' 75.00' 75.00' 85.00' O 110.00' %u�i o N o 135 000 N89`5T24"W 293.62' O N C90 2539.86' 72.79 36.35' 72.70' N 03'31'//"W Or38'24" /43 CI13 h o 103 0 N p 6 J 589150 /8"E ` M W C9/ 253986' 77.57 38.79 77.57 N 05'12'53"W 01'45'00" N •35' 25' IQ4 "i ' ""� /36 �n X65 42 LU i o o Q C92 2539.86' 77.58' 38.79' 7757 N 06'5753° W 01'45'04 C30 N co O � JS C29 �O 10 0 rn 910 ' 6' E � 0 45 0 / C93 253986' 77.58' 38.79 77.57 N 08 42'53" W 01'45'00" /NR) N 1/0.00' 25' 25' L 3 Ln C/1 C94 253986' 77.57' 38.79' 77.57' N /0'27'53' W 01'45'00" C114 C119 114.87' a S87'18'01"W 110.28' NE6, = N C95 253986' 77.58' 38.79' 77.57' N 12'/2'53"W 01'45'00" 0138 /Og (NRJ S87'18'01"W N N 110.00' a Z u PT N83'14'2T'E Z 6 C96 25.3986' 77.58' 38.79' 77.57' N 13'57'53"W 01'45'00" lOZ 0 O S89°50'18"E I b O C97 2539.86' 77.58' 38.79' 77.57' N 15'42'53'W Or45'00' 140 55� c1/s C143 0120 N M � b o i O C98 253986' 77.57 38.79 77.57 N /72753° W 0145'00° 69'- R its 105 CI-14 137 C6 p 46 p C2 C99 253986' 129.85' 6494' 129.84' N 19.48'16'W 02'55'45' SYMBOLS AND ABBREVIATIONS 579'36 59 c� CllS C28 S //00 //0.0p 7,5 UDE N CO � � C100 253986' 67.66' 33.83' 67.66' N 22'01'56'W 0131'35° CB CHORD BEARING 6 ' F ° 2s' rn ®�V TRACT 11 1 N Z Q C/o/ 515.00' 423' 2J2' 423' N /4'17'39 W 00'28'!6' u m Cn6 cm �O S> ��5�4J� 2s �_ 110.00' o C137 F /i C^ R RETENTION AREA 6) WW Q- C102 5/5.00' 30.05' 15.03' 30.05' N 1223'14"W 03'2935" CM CONCRETE MONUMENT 79 108 y0' vi / A' Q�� [ S89'50 /8"E Q p C103 /97486' 35JI' 1755' 35JI' N 13'3639" W Or0/'07' O.R. OFFICIAL RECORD \'750'5' �� �� v - 106 / �8Q°�9. �-! j O vQL C104 /97486' 70.00' 35.09 70.00' N l2'05'10'W 02'0!'5/" �� o �` 0 47 q W C105 /97486' 73.//' 3656' 73.10' N 10.00'36' W 02'07'/6" PC POINT OF CURVATURE 72L?00- )� 107 Q 1/0.00' a I C106 197486' 150.04' 75.05' 150.00' N 06'46'23'W 04'21'/1" PCC POINT OF COMPOUND CURVATURE w/�3� �,�' w C/35 / „ /�/ N89'50'l8"W 3 1/0.00' Q C107 1974.86' 70.97' 35.49' . 70.97' N 03'34'01"W 02.03'33^ p Q g3T J^� Q ° I DOVETAIL 0108 1959.86' 410.03' 205.77' 40928' N 08'07'35" W 11.5 14" P.L.S. PROFESSIONAL LAND SURVEYOR Q s �'� b o 6 a S89'S0'l8 E DRIVE CI09 75.09 /6.79' 8.43' 16.76' S 80'53'/2"W /2'4939 C136 O O o 0 0 � i POC POINT ON CURVE s' `� 8.8 / / 158 b b b o \ a 0 0 o p CllO 75.00' 40.95' 21.00' 40.44' S 58'49 51" W 3r17'03" PT POINT OF TANGENCY / 0 48 o Z o Gll 75.09 3553' 18.19 3524 S 293704" W 27'08'30' Q / ��` � 110.00' � c� C112 75.00' 8.80, 4.41' 8.80' S 12'4/'07" W 06'43'24" (R) RADIAL M� E LINE OF THE SE l/4 OF THE v / Ra325D $sem � N89'50'18°W 110.00' �� SE l/4 OF SECTION 9-22-28 C113 55.00' 6.08' 3.04' 6.08' S 572825W 06'20'09' R/W RIGHT OF WAY T �y'w9 NCI14 55.00' 62.10' 3483' 5885' S 2r57'40"W 64'41'22" U.D.E. UTILITY AND DRAINAGE EASEMENT qN��O\ / ®°�l✓' Q� p /57 O S89°50'18"E N C115 55.O0' 44J4' 23.34' 42.97' S 33'22'35"E 45'59'06" D UT 47�y - C116 55.00, 45.52' 24J5' 4423' S 80'04'40 E 4725'05" 7�ry aRFs NOT PLATTED /�� �L+ ��'���p p� N 0 49 o N Cll7 55.09 96.36' 24.66' 45.09 N 52'03'55E 48'/7'44" B� FgSE,yF4 E 5� �_ -R-165. l.B°SAV OJ 2 110.00' i- C//8 55.Oa 52.71' 2858' 50.72 N 00'27'43" E 54 54'41" -B SET 4"x4" CONCRETE MONUMENT, / o C119 55.09 /4.40' 724' 14.36' N 342938'W ® 9T38'3� o N89'S0'l8°W 110.00' a PERMANENT REFERENCE �� 194GF L-281.19' Rm�IO�/V o o C120 325.00' 67.37' 33.80' 6725' N 03'14'18" E 1r52'35" Z o p S89501/8"E _ C121 250.00' 5959' 2994' 59.45' N 80.28'18°E 13'39'26" MONUMENT (P. R. M. ), P.L.S. N0. 5062. \ -_l CB-S59°5T3 ®-,32°5p7s'0/° 156 0 50 o v C122 250.00' 63.41' 31.88' 6324' N 6622'37°E 14'31'57" L:n82C� C123 250.00' 17.42' 8.72' 17.42' N 5706'50'E 03'59'35" -e - SET NAIL & DISK, PERMANENT CONTROL POINT, ( P.C.P. ), 1/000' 25 zs' ti to , rn C124 200.00' 80.66' 40.89' 80.12' S 66'40'17'W 23'06'28' P. L. S. No. 5062. CB-N4Z05' PCC �t 1 /10.00' 15' 3D' Ln C125 200.00, 4125' 20.70' 4/.18' S 84'08'05'W 1r49'05' Np 1 30 LU C126 75.00' 38.94' 19.92' 38.50, N 14'42'39'W 2944'41' FOUND 4"x4" CONCRETE MONUMENT , V ND[r 1 Cc C127 75.00' 39.45' 2OJ9' 39.00, N 44'39'06'W 3408'/3° (UNLESS OTHERWISE NOTED) V Q C128 75.00' 3958' 2026' 39J2' N 74.50'18" W 30'14'//" S /2 '� CL CL C129 250.00' 44.73' 22.42' 44.67' S 84'55'05" W 10'15'03' FOUND CONTROL POINT, AS NOTED. A-0275 v_ , 0130 250.00' 79.85' 4027' 7952' S 7938'31'W 018'05 Z_-C/3/ 250.00' 27.81' 1392' 27.80' S 58'18'16'W 06'22'26" �- DENOTES CHANGE IN DIRECTION, NOT PERMANENTLY STAKED. La17J1' N00'W42°E % � 0 0132 200.00' 57.67' 29.04' 57.47' N 63'22'42 E /6'31'18" CB-N24'29'3 6.65' :P-- / U-) O C133 200.00' 54.67' 2751' 54.59 N 79'28'11" E 15'39'40" LL1 CO C134 165.09 88J7' 45J7' 87.13' N /2'36'32" E 30'37'02' C135 165.00' 139.08' 7397' /35.00' N 5203'55" E 48'17'44° TEMPORARY CUL-DE-SAC EASEMENT "qQ C136 165.00' 93.79' 4820' 9253' S 87'30`11"E 3234'05" (O.R. BOOK PAGE J C) \ C137 1974.86' 70.00' 35.0/' 70.00' N 12'56'04'E 02'01'52" NOT PLATTED C138 1974.86' 103.85' 5/94' 103.84' N /0'24'45'E 03'00'47" PO/ O� C139 1974.86' 85.01' 42.51' 85.00' N 074422E 02'27'59' o OCNsqANEw C140 197486' //0.0155.02' /10.09 N 04'50'37° E 03'11'30' c\j C141 1974B6' 70.89 35.40' ` W BEGINNING C142 !959.86' 450.06' 226.02' 449.0 NN072a03" E '09 26" WEST R/W LINE OF o Z C143 165.09 3985' 20.02' 39.75' S 04'13'08'W 13'5914' ENGINEERING, INC. JOHlO SHORES ROAD O �' o POINT OF COMMENCEMENT 0145 226986' 86.65' 43.33' 86.65' NN g29'� W 02'11'/4" Consu/tln En 7neers ® Surveyors 40 W 027194' 9 9 y _ _ _ _ _ _ 30.00' SE CORNER OF SECTION 9-22-28 C146 485.09 2882' 14.41' 28.81' N /2'25'04°W 03'24'/6° 201 SOUTH BUMBY AVENUE ,ORLANDO .FLORIDA 32803 PH.(407)896-3317 FAxd4o7s96-9167 SOUTH UNE OF SE l/4 S89'53'20"W FOUND 3/8 "IRON ROD IN CONCRETE OF SECTION 9-22-28 IN WELL BOX (NO NUMBER) SHEE T 2 OF 2