QUITCLAIM DEED WITNESSETH:

Transcription

1 Prepared by and when recorded mail to: MORRS C. MASSEY, ESQ. Hill Ward Henderson 101 E. Kennedy Blvd. Suite 3700 Tampa, FL Parcel Tax D# QUTCLAM DEED day of 3bnuaf THS QUTCLAM DEED ("Deed") is made this y, by and between Concord Station Community Development District, a local ugit of special purpose government organized and existing in accordance with Chapter 190, Florida Statutes, whose address is 3434 Colwell Avenue, Tampa, FL (hereinafter called "Grantor"), and Pasco County, Florida, a Political Subdivision of the, whose address is Meridian Avenue, Dade City, Florida (hereinafter called the "Grantee"). WTNESSETH: That Grantor, for and in consideration of the sum of TEN DOLLARS ($10.00), and other valuable considerations, lawful money of the United State of America, to it in hand paid by Grantee, the receipt whereof is hereby acknowledged, has remised, released and quitclaimed to Grantee, its successors and assigns forever, all the right, title, interest and claim of Grantor in and to the following described land in Pasco County, Florida, to-wit: See Exhibit "A" attached hereto and made a part hereof by reference. TO HAVE AND TO HOLD the above-described premises, with the appurtenances, unto Grantee, and its successors and assigns, forever. The property being conveyed is restricted to use for public roadways, public or private utilities and other structures or appurtenances directly related thereto.

2 N WTNESS WHEREOF, Grantor has executed this Deed under seal on the date aforesaid. Signed, sealed and delivered in the presence of: GRANTOR: CONCORD STATON COMMUNTY DEVELOPMENT DSTRCT, a local unit of special purpose government organized and existing in accordance with Chapter 190, Florida Statutes V Signature &8 witness #1 n l. By: Printed name: flak& Chairman of the Board of Supervisors -. wawuk ~ypedl~rintkd Name of Witness #2 Address: 3434 Colwell Avenue Tampa, FL STATE OF FLORTDA COUNTY OF %\\5ht9h The foregoing instrument was acknowledged before me this 2h day of&~nad, 2003 by bhhdi Mans&, as Chairman of the Board of Supervisors of Concord Station Community Development District, on behalf of the District. H-onalv known to qe or has produced (type of identification) as identification. th (NOTARY SEAL) TRACY RlZZO MY COMMSSON #DD EXPRES: FEB 25, ,.. Bonded through 1st State nsurance Printed name: 7f~W L.22~ My Commission Expires: 2/25/1

3 J:~.241\Doto~Dwgs\LS\241~LS6~Sunloke~Segment-3-revl.dwg - Jan :39om - jbeckmon lhls S blp A SURVEY 1 EXHBT "A" THERE MAY BE ADDONAL RESTRCTONS AFFECTNG THS PROPERTY THAT MAY BE FOUND N THE PUBLC RECORDS OF THlS COUNTY. MS LEGAL DESCRPTON AND SKETCH WAS PREPARED WTHOUT THE BENEFT BEARNGS ARE BASED UPON: A WESTERLY LNE OF CONCORD STATON PHASE 1 UNTS "A" AND "B", AS RECORDED N PLAT BOOK 54, PAGE 30, OF THE PUBLC., RECORDS OF PASCO COUNTY, FLORDA, BENG N06'26'44"W. l A LEGAL DESCRPTON: PARCEL parcel of land being a portion of Section 21. Township 26 South. Range 18 East. Pasco County. Florida, being more particularly described as follows: COMVlENCE at the Northwest corner of Tract A. CONCORD STATON PHASE UNlTS "A" AND "B" as recorded in Plat Book 54, pages 30 thru 49. of the Public Records of Pasco County. Florida: thence ~06~26'44"W, along a Westerly line of said CONCORD STATON PHASE UNlTS "A" AND "B" (being the basis of bearings for this legal description), for feef; thence leaving said Westerly line of CONCORD STATON PHASE UNTS "A" AND "B". S83 33'16"W. for feet to the point of intersection with a line feet West of and parallel with said Westerly line of CONCORD STATON PHASE UNlTS "A" AND "B", same being the PONT OF BEGNNNG: thence continue S83 33'16"~, for feet: thence N3045'17"W, for feet; thence N39O46'28"W. for feet: thence N3041'55"W. for feet; thence N07 22'29"W. for feet; thence N12 10'32"E, for feef: thence N09~46'04"E, for feet; thence ~28~29'49"W, for feet: thence N48 22'45"~. for feet; thence N22 52'58"W. for feet: thence N38O49'50"W. for feet; thence N62 05'15"W. for feet; thence N43 59'22"W. for feet; thence N05 26'11"E. for feet; thence N20 19'35"E. for feet; thence N39 06'02"E, for feef; thence N78 22'1B"E. for feet: thence S65 51'07"E. for feet: thence ~ 2 9 ~ 2 8 ~ 2 5 for " ~ feet: thence S71 38'26"~. for feet; thence S71 58'57"E, for feet: thence N26 52'38"E. for feet: thence N14 20'11"W. for feet; thence N00 46'50"E, for feet; thence N36 11'10"W. for feet: thence N55 i2'07"w. for feet: thence N27O31'46"W. for feet: thence N03 24'51"E. for feet; thence ~21~15'38"~, for feet: thence ~57~38'47"W. for feet: thence N82O48'25"W, for feet: thence ~51~53'31"~. for feet: thence N6055'44"~. for feet; thence N50 47'52"W. for feet: thence ~08~23'08"~. for feet: thence N4045'52"E. for feet; thence N69 28'51"E, for feet; thence N63 41'12"E. for feet; thence ~49~44'57"~. for feet; thence ~40~11'40"~, for feet; thence S77 05'48"~. for feet to the point of intersection with a non-tangent curve, concave Easterly; thence Southerly along the arc of said curve. with o radial bearing of ~ 7 7 ~ 0 5 ~ 4 8 having " ~. a radius of 1, feet, a centrol angle of 19~20'56". an arc length of feet. and a chord bearing ~03~13'44"W for feet to the point of tangent; thence ~06~26'44"~, along a line feet West of and parallel with said Westerly line of CONCORD STATON PHASE UNTS "A" AND "B", for feet to the PONT OF BEGNNNG. Containing square feet or acres. more or less Error of closure: feet (JST) NOTE: DATED LAST REVSED AND S SUBJECT TO AN ACCURATE FELD BOUNDARY SURVEY. THE GEOMETRY PERTANNG TO THE PARCELS OF LAND DESCRlBED HEREN S BASED UPON RECORD DOCWNTS AS REFERENCED HEREON AND THAT CERTAN ALTA/ACSM LAND TTLE SURVEY AND BOUNDARY SURVEY TTLED LeDANTEC PROPERTY TAKEDOWN PARCELS" BY FLORDA DESGN CONSULTANTS. NC. SHEET DESCRPTON: SCALE: NONE JOB No.:!P FLORDA DATE: EPN: DRAW: SECTON: CONCORD STATON, LLP CALCED: TOWNSHP: CHECKED: RANGE: DESGN CONSULTANTS, NC. ENGNEERS. ENVRONMENTALSTS SEE SHEETS 1-2 FOR LEGAL DESCRPTON REVlSiON r UPDATE CURVE TABLE NCT VALD WlTHOUT THE SGNATURE AND THE OR'GNAL RASED SEAL OF A FLORDA LCENSED SURVEYOR AND MAPPER Slorkey Blvd. New Port Richey. Florido DAVD WLLAM McDANlEL PROFESSONAL SURVEYOR AND MAPPER LCENSE NUMBER LS 5840 STATE OF FLORDA OCopyight 2007 Florido Design Consultonts. nc. Drowings ond concepts rnoy not be used or reproduced without written permission. Sheet 1 of 5

4 J:\241\Doto'jDwgs\LS\241JS6~Sunloke~Segment-3-revl.dwg - Jon :39om - peckman THS S U A SURVEY MERE MAY BE ADDONAL RESTRCTONS AFFECTNG MS PROPERTY THAT MAY BE FOUND N THE PUBLC RECORDS OF THlS COUNTY. EXHBT "A" Page 2 of 6 THS LEGAL DESCRPTON AND SKETCH WAS PREPARED WlMOUT THE BENEFT BEARNGS ARE BASED UPON: A WESTERLY LNE OF CONCORD STATON PHASE 1 UNTS "A" AND "B". AS RECORDED N PLAT BOOK 54. PAGE 30. OF THE PUBLC -" RECORDS OF PASCO COUNTY. FLORDA, BENG N06'26'44"W. ) TOGETHER WTH: PARCEL 2 A COWENCE at the Northwest corner of Tract A. CONCORD STATON PHASE UNTS "A" AND "B" as parcel of land being a portion of Sections and 22, Township 26 South. Range 18 East, Pasco County. Florida, being more particularly described as follows: recorded in Plot Book 54. pages 30 thru 49. of the Public Records of Pasco County. Florida; thence ~06~26'44"~. along a Westerly line of said CONCORD STATON PHASE UNTS "A" AND "B" (being the basis of bearings for this legal description), for feet to the Northwest corner of said CONCORD STATON PHASE UNTS "A" AND "B"; thence continue N06O26'44"W. for feet to the point of curvature of a curve concave Easterly; thence Northerly along the orc of said curve. having a radius of feet, a central angle of 31 13'31". an arc length of feet. and a chord bearing N09 10'01"E for feet to the point of tangent; thence N24O46'46"E. for feet to the point of curvature of a curve concave Southerly; thence Eosterly along the arc of said curve. having a radius of feet. a central angle of 90 00'00". an arc length of feet, and a chord bearing N69O46'46"~ for feet to the point of intersection with o non-tangent line; thence N24O46'46"E, for feet to the point of intersection with a non-tangent curve, concave Easterly; thence Northerly along the arc of said curve, with a radio1 bearing of N24O46'46"~. having a radius of feet, a central angle of 90 00'00", an arc length of feet, and a chord bearing N20 13'14"W for feet to the point of intersection with a non-tangent line, same being the PONT OF BEGNNNG; thence N "W. for feet; thence N24 46'46"~. for feet to the point of curvature of a curve concove Westerly; thence Northerly along the arc of said curve, having a radius of feet. a central angle of 24 29'07". an arc length of feet, and a chord bearing ~12~32'12"E for feet to the point of tangent; thence N00 17'39"E. for feet to the Northwest corner of Section 22, Township 26 South, Range 18 East. Posco County. Florida; thence continue N00 17'39"E. 'along the West line of Section 15. Township 26 South. Range 18 East. Posco County. for feet to the point of intersection with the Southerly line of that certain property, as recorded in Official Records Book 1433, page 898, of the Public Records of Pasco County, Florida; thence N70 24'52"E, along said Southerly line of that certain property, as recorded in Officiol Records Book page 898. for feet to the point of intersection with a line feet East of and parallel with said West line of said Section 15, Township 26 South. Range 18 East: thence leaving said Southerly line of that certain property, as recorded in Official Records Book 1433, page 898, S00 17'39"W. along said line feet East of and parallel with the West line of Section 15. Township 26 South. Range 18 East. for feet to the point of curvature of a curve concave Northeasterly; thence Southeasterly along the arc of said curve, having a radius of feet. a central ongle of 90 00'00". an arc length of feet. and a chord bearing ~44~42'2"E for feet to the point of tangent; thence S89O42'21"E. for feet to the point NOTE: THE GEMTRY PERTANNG TO THE PARCELS OF LAND DESCR!,BED HEREN S BASED UPON RECORD DOCMNTS AS REFERENCED HEREON AND THAT CERTAN ALTA/ACSM LAND TTLE SURVEY AND BOUNDARY SURVEY TTLED LeDANTEC PROPERTY TAKEDOW PARCELS' BY FLORDA DESGN CONSULTANTS. NC. DATED LAST REVSED AND S SUBJECT TO AN ACCURATE FELD BOUNDARY SURVEY. SHEET DESCRPTON: SCALE: NONE JOB No.: DATE EPN: 241 DRAM SECTON: 15, CONCORD STATON, LLP CALCED: TOWSHP: 26 S CHECKED: RANGE: 18 E FLORDA DESGN CONSULTANTS, NC. ENGNEERS, ENVRONMENTALSTS 3030 Starkey Blvd. New Porl Richey, Florida SEE SHEETS 1-2 FOR LEGAL DESCRPON REVSON r UPDATE CURVE TABLE NOT VALD WTHOUT THE SGNATURE AND THE ORGNAL RASED SEAL OF A FLORDA LCENSED SURVEYOR AND MAPPER. DAVD WLLAM McDANlEL PROFESSONAL SURVEYOR AND MAPPER LCENSE NUMBER LS 5840 STATE OF 2007 Florldo Design Consultants. nc. Drowlngs ond concepts moy not be used or reproduced without written permission. Sheet 2 of 6

5 J:~\24l\batd\Dwgs\LS\241-LS6-Sunlake-Segment-3-revl.dwg - Jan O ll:39om - jbeckman THlS S M A SURVEY MERE MAY BE ADDTONAL RESTRCTONS AFFECTNG MS PROPERTY THAT EXHBT "A" Page 3 of 6 MAY BE FOUND N THE PUBLC RECORDS OF THlS COUNTY. THlS LEGAL DESCRPTON AND SKETCH WAS PREPARED WlTHOUT THE BENEFT BEARNGS ARE BASED UPON: A WESTERLY LNE OF CONCORD STATON PHASE 1 UNTS "A" AND "B". AS RECORDED N PLAT BOOK 54. PAGE 30, OF THE PUBLC. RECORDS OF PASCO COUNTY, FLORDA, BENG N06'26'44"W. of curvature of a curve concave Southerly; thence Easterly along the arc of soid curve. having a rodius of feet, a central angle of ". an arc length of feet. and a chord bearing S71 54'11"~ for feet to the point of compound curvature of a curve concove Southwesterly; thence Southeasterly along the arc of said curve, having a radius of feet, 0 central angle of 20 35'10". an arc length of feet. and a chord bearing S43O48'25"~ for feet. to the point of tangent; thence S33 30'50"E, for feet to the point of curvature of a curve concave Northeasterly; thence Southeasterly along the arc of said curve. having a radius of feet, a central angle of 56O29'15". an arc length of feet. and a chord bearing S6045'27"E for feet to the paint of tangent; thence N89O59'55"E. for 0.47 feet to the Northwest corner of that certain property. as recorded in Official Records Book 6776, page 1615, of the Public Records of Pasco County, Florida: same being the Southwest corner of OAKSTEAD PARCEL 5, as recorded in Plat Book 47. pages 46 thru 60. of the Public Records of Pasco County. Florida; thence S00 16'01"W, along said West line of that certain property, as recorded in Official Records Book page same being the East line of the Northwest 1/4 of Section 22. Township 26 South. Range 18 East, for feet to the Southwest corner of that certain property, as recorded in Official Records Book page same being the point of intersection with a non-tangent curve, concave Northeasterly; thence leaving said West line of that certain property, as recorded in Official Records Book page Northwesterly along the arc of said curve. with a radial bearing of N00~00'05"W. having a radius of feet. a central angle of 56O29'15". an arc length of feet. and a chard.bearing N6045'28"W for feet to the point of tangent; thence N33 30'50"W. for feet to the point of curvature of a curve concave Southwesterly; thence Northwesterly along the arc of said curve. having a radius of feet, a central angle of 20~35'10". an arc length of feet. ond a chord bearing N43O48'25"W for feet to the point ot compound curvature of a curve concave Southerly; thence Westerly along the arc of said curve, having a radius of feet. a central angle of 35O36'2M, an arc length of feet, and a chord bearing ~ 7 1 ~ 5 4 ' for ~ W feet, to the point of tangent: thence N89 42'21"W, for feet to the point of curvature of a curve concave Southeasterly; thence Southwesterly olong the arc of said curve, having a radius of feet. a'central angle of 90 00'001', an arc length of feet. and a chord bearing ~45~17'39"W for feet to the point of tangent: thence ~00~17'39"~, for feet to the point of curvature of a curve concave Westerly; thence Southerly along the arc of said curve. having a radius of 1, feet. a central angle of 24O29'07", an arc length of feet. and a chord bearing ~ 1 2 ~ 3 2 ' 1 3 for " ~ feet to the point of tangent; thence ~24~46'46"W. for feet to the PONT OF BEGNNNG. ) Containing square feet or acres. more or less. 11 Error of closure: feet (JST) ) Total Area Containing square feet or acres, more or less. NOTE: THE GEMTRY PERTANNG TO THE PARCELS OF LAND DESCRiBED HEREN S BASED UPON RECORD DOCVMENTS AS REFERENCED HEREON AND THAT CERTAN ALTA/ACSM LAND TTLE SURVEY AND BOUNDARY SURVEY TTLED LeDANTEC PROPERTY TAKEOOWN PARCELS' BY FLORDA DESGN CONSULTANTS. NC. DATED LAST REVSED AND S SUBJECT TO AN ACCURATE FELD BOUNDARY SURVEY. SHEET DESCRPTON: SCALE: NONE JOB NO.: DATE: EPN: 241 DRAW JsT SECTON: 15, CONCORD STATON, LLP CALCED: TOHMSHP: 26 S CHECKED: RANGE: 18 E flor/da DESGN CONSULTANTS, NC. ENGNEERS, ENVRONMENTALSTS 3030 Slorkey Blvd. New Port Richey. Flor~da SEE SHEETS 1-2 FOR LEGAL DESCRPTON REVSON t UPDATE CURVE TABLE NOT VALD WTHOUT THE SGNATURE AND THE ORlGlNAL RASED SEAL OF A FLORDA LCENSED SURVEYOR AND MAPPER. DAVD WLLAM McDANlEL PROFESSONAL SURVEYOR AND MAPPER LCENSE NUMBER LS 5840 STATE OF 2007 Florlda Design Consultants, nc. Drawings and concepts may not be used or reproduced without written permission. Sheet 3 of 6

6 ~.\24l~Dotd\Dwgs\~~\241-~~6-~unlake-~egment-3-revl.dwg - Jan :39arn - jbeckrnan THlS S U A SURVEY MERE MAY BE ADDTONAL RESTRCTONS AFFECTNG MS PROPERTY THAT MAY BE FOUND N THE PUBLC RECORDS OF THS COUNTY. 1 L- MS LEGAL DESCRPTON AND SKETCH WAS PREPARED MTHOUT THE BENEFT BEARNGS ARE BASED UPON: A WESTERLY LlNE OF CONCORD STATON PHASE 1 UNTS "A" AND "B". AS RECORDED N PLAT BOOK 54, PAGE 30. OF THE PUBLC RECORDS OF PASCO COUNTY. FLORDA. BENG N06'26'44"W. EXHBT "A1' Page 4 of 6 k t n 7 :) A-rn YV L ~ LU SUNLAKE BLVD R/W SEGMENT 3 PARCEL 1 AREA=103,084 SQUARE EXTENSON OF ME LNE OF PB 54, PG 30 LEGEND ELM = Boulevard h l n r 31 A-rn YUl L D LV COR = Corner E~_N_E-OFSEC~Z?~S-~~E ESMT = Easement N'LY = Northerly ORB = Official Records Book PB = Plat Book PG = Page(s) ~or~~rr;.,a*, **rrs* POB = Point of Beginning U~V, n n l v w d POC = Point of commencement ;'a 54,?:; 3;; R/W = Right-of-way SEC = Section W'LY = Westerly S'LY = Southerly CURVE C1 C2 i W LNE OF SEC 22-26s-18E NOTE: THE GEOMETRY PERTANNG TO THE PARCELS OF LAND DESCRiBED HEREN S BASED UPON RECORD DOCWNTS AS REFERENCED HEREON AND THAT CERTAN ALTA/ACSM LAND TTLE SURVEY AND BOUNDARY SURVEY TTLED LcDANTEC PROPERTY TAKEDOWN PARCELS" BY FLORDA DESGN CONSULTANTS. NC, DATED , LAST REVSED AND S SUBJECT TO AN ACCURATE FELD BOUNDARY SURVEY. SHEET DESCRPTON: SCALE. 1" = 300' JOB No.: RADUS ' ' DATE: EPN: LENGTH ' ' 241 CURVE TABLE CHORD BEARNG DELTA RADAL BEARNG ' S05'13'44"W 19'20'56" S77'05'48"E ' N09'10'01"E 31'13'31" DRAW:, SECTON: 15, CONCORD STATON, LLP CMCED: TOWSHP: 26 S CHECKED: RANGE: 18 E FLORDA DESGN CONSULTANTS, NC. ENGNEERS, ENVRONMENTALSTS 3030 Sfarkey Blvd. New Port Richay, Florida SEE SHEETS 1-2 FOR LEGAL DESCRPTON REVSON 11 UPDATE CURVE TABLE NOT VALD WTHOUT THE SGNATURE AND THE ORGNAL RASED SEAL OF A FLORDA LCENSED SURVEYOR AND MAPPER. + OCopyight 2007 Florida Design Consultants. nc. Drawings and concepts may not be used or reproduced without written permlsslon. Sheet 4 of 6 - DAVD V.1.-AM McDANlEL PROFESSONAL SURVEYQR AND MAPPER LCENSE NUMBER LS 5840 STATE OF FLORDA

7 , 3:\241~~atd\~wgs\~~\24l~~6~~unloke~~egment-3-revl.dwg - Jan 17, : 390m - jbeckmon THlS S NQ A SURVEY THERE MAY BE ADDTONAL RESTRlCnONS AFFECTNG THS PROPERTY THAT MAY BE FOUND N THE PUBLC RECORDS OF THS COUNTY. THlS LEGAL DESCRPTON AND SKETCH WAS PREPARED WlTHOUT M E BENEFT BEARNGS ARE BASED UPON: A WESTERLY LlNE OF CONCORD STAllON PHASE 1 UNTS "A" AND "B". AS RECORDED N PLAT BOOK 54. PAGE 30. OF THE PUBLC RECORDS OF PASCO COUNTY, FLORDA, BENG N06'26'44"W. EXHBT "A" Page 5 of 6 * k1n-r Z) A-rn YV, L n LV k n r :) AnCn VV L ~ LU NW COR OF 77'39"E ' SEC E / NO07 7'39"E ' z W LlNE OF SEC E N W 0 W V) 0. 1 so07 7'39"W ' ; 3 4 s 1 "=300' rlns 3 1 mrn YV L ~ L V SUNLAKE BLVD R/W SEGMENT 3 PARCEL 2 AREA= SQUARE FEET OR ACRES, MORE OR LESS k54 PB 47. PG(S) ORB 6 7 ~ ~ 6? g i NW ~ COR ~ OF ~ E LNE OF NW 1/4 OF SEC 22-26s-18E ORB 6776, PC _ rlns :) r-n-rn VU L ~ LV W LNE OF ORB 6776, PG 1615 %DRE 5775, :y; :5:5 WEET DESCRPTON: SCALE: DATE: DRAW: CALCED: CHECKED: SEE SHEETS 1-2 FOR LEGAL DESCRlPTlON " = 300' "" ' LVV rc LV" rc - JOB No.: EPN: SECTON: TOWSHP: RANGE: REVSON 11 UPDATE CURVE TABLE ~ FLORDA DESGN CONSU.TANTS, NC. ENGNEERS, ENVRONMENTALSTS 3030 Slarkey Blvd. New Porl Richev. Florida i CS\(STEAZ F,!,F\'CE:. 5?a :,;,?:s NOTE: THE GEOMETRY PERTANNG TO THE PARCELS OF LAND DESCRBED HEREN S BASED UPON RECORD DOCVMENTS AS REFERENCED HEREON AND THAT CERTAN ALTA/ACSM LAND TTLE SURVEY AND BOUNDARY SURVEY TTLED "LsDANTEC PROPERTY TAKEDOWN PARCELS" BY FLORDA DESGN CONSULTANTS. NC. DATED , LAST REVSED AND S SUBJECT TO AN ACCURATE FELD BOUNDARY SURVEY. CONCORD STATON, LLP NOT VALD WTHOUT. THE SGNATURE AND THE ORGNAL RASED SEAL OF A FLORDA LCENSED SURVEYOR AND MAPPER. PROFESSONAL SURVEYOR ANDMAPPER LCENSE NUMeER LS 5840 OCopyight 2007 Florida Design Consultants. nc. Drawings ond concepts may not be used or reproduced without written permission. Sheet 5 of 6

8 ~24~\batb\~w~s\~~\241~~6-~unlake-~e~ment-3-revl.d~~ - Jan O ll:40am - jbeekman THS S W A SURVEY THERE MAY BE ADDTONAL RESTRCTONS AFFECTNG THlS PROPERM THAT MAY BE FOUND N THE PUBLC RECORDS OF MS COUNTY. 1 / EXHBT "A" Page 6 of 6 THlS LEGAL DESCRPTON AND SKETCH WAS PREPARED WTHOUT THE BENEFT BEARNGS ARE BASED UPON: A WESTERLY LlNE OF CONCORD STATON PHASE 1 UNTS "A" AND "B". AS RECORDED N PLAT BOOK 54. PAGE 30. OF THE PUBLC RECORDS OF PASCO COUNTY. FLORDA. BENG N06'26'44"W. *ns 31 r-rrrn YU P L ~ LU V) - ki NO07 7'39"E ' 3 h! W Z 3 P -z SUNLAKE BLVD R/W SEGMENT 3 PARCEL 2 AREA=836,494 SQUARE FEET OR ACRES, MORE OR LESS LlNE TABLE "= w LNE OF-STEC~SS:~~E---- N 0 0-?\,!,TEE 1 S'LY LlNE OF SO07 7'39"w ' ORB 1433, PG 898 *ns 3 1 A - T ~ YV L n l LV SUNLAKE BLVD R/W SEGMENT 3 TOTAL AREA(PARCEL 1 AND PARCEL 2) AREAz SQUARE FEET OR ACRES. MORE OR LESS NOTE: THE GEWETRY PERTANNG TO THE PARCELS OF LAND DESCRiBED HEREN S BASED UPON RECORD DOCWENTS AS REFERENCED HEREON AND THAT CERTAN ALTA/ACSM LAND TTLE SURVEY AN0 BOUNDARY SURVEY TTLED LaDANTEC PROPERTY TAKEDOWN PARCELS" BY FLORDA DESGN CONSULTANTS. NC. DATED LAST REVSED AND S SUBJECT TO AN ACCURATE FELD BOUNDARY SURVEY. SHEET DESCRPTON: CONCORD STATON, LLP 1 1" = 300' ljst SCALE: DATE DRAW CALCED: CHECKED: SEE SHEETS 1-2 FOR LEGAL DESCRlPTlON JOB No.: EPN: ( SECTON: 1 TOWSHP: RANGE: REVSON 11 UPDATE CllRVE TABLE FLORDA DESGN CONSULTANTS, RVC. ENGNEERS. ENVRONMENTALSTS 3030 Starkey Blvd. New Port Richey. Florida NOT VALD WTHOUT THE: SGNATURE AND THE ORGNAL RASED SEAL OF A FLORDA LCENSED SURVEYOR AND MAPPER. DAVD WLLAM McDANlEL PROFESSONAL SURVEYOR AND MAPPER LCENSE NUMBER LS 5840 STATE OF FLORDA - E)Conwioht 2007 Florlda Desian Consultants. nc. Drawinas and conceats rnav not be used or reoroduced without written nermission. - - Sheet 6 nf 6