BLOSSOM RANCH, PHASE 2

Transcription

1 ORAGE J:\2218\DWG\SURVEYIG\PLAT\OBR_ORTH\2218P01.DWG - WED : PM THIS ISTRUMET PREPARED BY: CIVIL EGIEERIG - LAD SURVEYIG - LAD PLAIG PHOE (29) FAX (29) FLORIDA CERTIFICATES OF AUTHORIZATIO - EGIEERIG SURVEYIG LB-690 BLOSSOM RACH, PHASE 2 A REPLAT OF A PORTIO OF TRACT "L-", ORAGE BLOSSOM RACH PHASE 1A, AS RECORDED I, 8, COLLIER COUTY RECORDS, TOGETHER WITH LADS LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST A SUBDIVISIO LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST COLLIER COUTY, FLORIDA GEERAL OTES SHEET 1 OF 1. ALL DIMESIOS SHOW ARE I FEET AD DECIMALS THEREOF. 2. BEARIGS AD COORDIATES SHOW ARE STATE PLAE FLORIDA EAST ZOE (AD198 (SRS2007)) AD ARE BASED O THE EAST LIE OF THE SOUTHEAST QUARTER (SE 1/) OF SECTIO 1 TO BEAR 00 29'09"W.. ALL LIES ARE RADIAL ULESS OTHERWISE IDICATED. PROJECT LOCATIO VICIITY MAP SCALE: 1" = 000' SCALE I FEET COUTY APPROVALS COUTY EGIEER THIS PLAT APPROVED BY THE GROWTH MAAGEMET DEPARTMET OF COLLIER COUTY, FLORIDA, THIS DAY OF, 201, A.D. JACK G. MCKEA, P.E. COLLIER COUTY EGIEER DEDICATIO KOW ALL ME BY THESE PRESETS THAT RP ORAGE BLOSSOM OWER L.L.C., A DELAWARE LIMITED LIABILITY COMPAY AD THE RACH AT ORAGE BLOSSOM MASTER ASSOCIATIO, THE OWERS OF THE LADS HEREI DESCRIBED HAVE CAUSED THIS PLAT OF ORAGE BLOSSOM RACH, TO BE MADE, AD DO HEREBY: 1) RESERVE TO RP ORAGE BLOSSOM OWER L.L.C.: (SRS2007) AD 198 FLORIDA PLAE COORDIATE SYSTEM (EAST ZOE) COUTY SURVEYOR THIS PLAT REVIEWED BY THE COLLIER COUTY SURVEYOR THIS DAY OF, 201 A.D. MARCUS L. BERMA, P.S.M. #086 COLLIER COUTY SURVEYOR A) TRACTS "F-1" AD "F-2" FOR FUTURE DEVELOPMET. B) TRACT "A" FOR RECREATIO AREA WITH RESPOSIBILITY FOR MAITEACE. C) TRACTS "L-1" THRU "L-7", AS LAKES FOR DRAIAGE AD STORM WATER MAAGEMET PURPOSES WITH RESPOSIBILITY FOR MAITEACE. D) ALL LADSCAPE BUFFER EASEMETS (L.B.E.) AD IRRIGATIO EASEMETS (I.E.) WITH RESPOSIBILITY FOR MAITEACE. E) ALL DRAIAGE EASEMETS (D.E.) FOR STORM WATER MAAGEMET PURPOSES WITH RESPOSIBILITY FOR MAITEACE. F) ALL LAKE MAITEACE EASEMETS (L.M.E.) WITH RESPOSIBILITY FOR MAITEACE. ) DEDICATE TO COLLIER COUTY, ITS SUCCESSORS OR ASSIGS: A) ALL DRAIAGE EASEMETS (D.E.) FOR STORM WATER MAAGEMET PURPOSES WITH O RESPOSIBILITY FOR MAITEACE. B) ALL LAKE MAITEACE EASEMETS (L.M.E.) WITH O RESPOSIBILITY FOR MAITEACE. ) DEDICATE A O-EXCLUSIVE PUBLIC UTILITY EASEMET (P.U.E.) TO ALL LICESED OR FRACHISED PUBLIC OR PRIVATE UTILITIES AS SHOW O THIS PLAT FOR PUBLIC UTILITY PURPOSES, ICLUDIG COSTRUCTIO, ISTALLATIO, MAITEACE, AD OPERATIO OF THEIR RESPECTIVE FACILITIES, ICLUDIG CABLE TELEVISIO SERVICES, PROVIDED THAT SUCH USES BE SUBJECT TO, AD OT ICOSISTET WITH, THE USE BY THE COLLIER COUTY WATER-SEWER DISTRICT. I THE EVET A CABLE COMPAY DAMAGES THE FACILITIES OF AOTHER PUBLIC UTILITY THE CABLE COMPAY WILL BE SOLELY RESPOSIBLE FOR SAID DAMAGES. I WITESS WHEREOF, RO J. HOYL, VICE PRESIDET, THE UDERSIGED OWER HAS CAUSED THESE PRESETS TO BE SIGED THIS DAY OF, 201, A.D. OTICE: THIS PLAT, AS RECORDED I ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTIO OF THE SUBDIVIDED LADS DESCRIBED HEREI AD WILL I O CIRCUMSTACES BE SUPPLATED I AUTHORITY BY AY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIOAL RESTRICTIOS THAT ARE OT RECORDED O THIS PLAT THAT MAY BE FOUD I THE PUBLIC RECORDS OF COLLIER COUTY. COUTY ATTOREY THIS PLAT APPROVED BY THE COLLIER COUTY ATTOREY THIS DAY OF, 201 A.D. SCOTT A. STOE ASSISTAT COUTY ATTOREY COUTY COMMISSIO APPROVAL THIS PLAT APPROVED FOR RECORDIG I A REGULAR MEETIG BY THE BOARD OF COUTY COMMISSIOERS OF COLLIER COUTY, FLORIDA, THIS DAY OF, 201, A.D. PROVIDED THAT THE PLAT IS FILED I THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF COLLIER COUTY, FLORIDA. ATTEST: DWIGHT E. BROCK FILIG RECORD TIM ACE, CHAIRMA BOARD OF COUTY COMMISSIOERS COLLIER COUTY, FLORIDA I HEREBY CERTIFY THAT THIS PLAT HAS BEE EXAMIED BY ME AD THAT IT COMPLIES I FORM WITH THE REQUIREMETS OF CHAPTER 177, PART I, FLORIDA STATUTES. I FURTHER CERTIFY THAT SAID PLAT WAS FILED FOR RECORD AT, THIS DAY OF, 201 A.D., AD DULY RECORDED I, S THROUGH, ICLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUTY, FLORIDA. WITESS: PRIT AME: WITESS: PRIT AME: ACKOWLEDGMET STATE OF FLORIDA COUTY OF COLLIER OTARY PUBLIC - STATE OF FLORIDA RP ORAGE BLOSSOM OWER L.L.C. A DELAWARE LIMITED LIABILITY COMPAY BY: RO J. HOYL VICE PRESIDET THE FOREGOIG DEDICATIO WAS ACKOWLEDGED BEFORE ME THIS DAY OF, 201 A.D., BY RO J. HOYL, AS VICE PRESIDET OF RP ORAGE BLOSSOM OWER, L.L.C., A DELAWARE LIMITED LIABILITY COMPAY O BEHALF OF SAID LIMITED LIABILITY COMPAY. HE [ ] IS PERSOALLY KOW TO ME OR[ ] HAS PRODUCED AS IDETIFICATIO. SEE SHEET 2 OF FOR LEGAL DESCRIPTIO DWIGHT E. BROCK CLERK OF THE CIRCUIT COURT I AD FOR COLLIER COUTY, FLORIDA SURVEYOR'S CERTIFICATIO I HEREBY CERTIFY THAT THIS PLAT OF ORAGE BLOSSOM RACH, WAS PREPARED FROM A BOUDARY SURVEY PERFORMED BY ME, OR UDER MY SUPERVISIO, AS PROVIDED I CHAPTER FLORIDA STATUTES AD THAT THIS PLAT COMPLIES WITH ALL THE REQUIREMETS OF CHAPTER 177, PART I, AS AMEDED, FLORIDA STATUTES. IT IS FURTHER CERTIFIED THAT ALL PERMAET REFERECE MOUMETS (P.R.M.'S) WILL BE SET PRIOR TO THE RECORDIG OF THIS PLAT AD THAT ALL PERMAET COTROL POITS AD LOT CORERS WILL BE SET PRIOR TO FIAL ACCEPTACE OF THE REQUIRED IMPROVEMETS. DOE THIS DAY OF, 201 A.D. AME - PRITED COMMISSIO # MY COMMISSIO EXPIRES SCOTT A. WHEELER (FOR THE FIRM-LB 690) PROFESSIOAL SURVEYOR AD MAPPER FLORIDA CERTIFICATE O. 99 BARRACO AD ASSOCIATES, IC MCGREGOR BLVD., SUITE 100, FORT MYERS, FLORIDA 901 FLORIDA CERTIFICATE OF AUTHORIZATIO - LB-690

2 Road orth Lot Heydon West Heydon East Lot Lot 6 Lot 7 Canal Lot 8 ORAGE J:\2218\DWG\SURVEYIG\PLAT\OBR_ORTH\2218P02.DWG - WED : PM THIS ISTRUMET PREPARED BY: CIVIL EGIEERIG - LAD SURVEYIG - LAD PLAIG PHOE (29) FAX (29) FLORIDA CERTIFICATES OF AUTHORIZATIO - EGIEERIG SURVEYIG LB-690 U P L A T T E D W 1/ Sheet SW 1/ TRACT "L-6" TRACT "L-" U P L A T T E D E 1/ Sheet BLOSSOM RACH, PHASE 2 A REPLAT OF A PORTIO OF TRACT "L-", ORAGE BLOSSOM RACH PHASE 1A, AS RECORDED I PLATTED AREA = Ac. +/- POIT OF BEGIIG orthwesterly Most Corner Tract "C", 8, COLLIER COUTY RECORDS, TOGETHER WITH LADS LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST A SUBDIVISIO LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST COLLIER COUTY, FLORIDA Tract "C" TRACT "L-" TRACT "A" Hawthorn Tract "E" Tract "A-2" Tract "L-1" U P L A T T E D Sheet SE 1/ Fairmont Circle KEY MAP SHEET TRACT "L-1" 1 2 Tract "A-" TRACT "L-2" Bellingham Lane Circle (P.B., PG. 8, C.C.R.) Lane TRACT "L-" (80' WIDE R.O.W.) Gate (PER ORTH GOLDE GATE UITS THRU 7, VACATED) 80' 10' 70' Golden (70' DRAIAGE EASEMET (P) "Golden Gate Estates, Unit o. 6" (P.B. 7, PG. 61, C.C.R.) DESCRIPTIO OTES 1. ALL DIMESIOS SHOW ARE I FEET AD DECIMALS THEREOF. 2. BEARIGS AD COORDIATES SHOW ARE STATE PLAE FLORIDA EAST ZOE (AD198 (SRS2007)) AD ARE BASED O THE EAST LIE OF THE SOUTHEAST QUARTER OF SECTIO 1 TO BEAR 00 29'09"W.. ALL LIES ARE RADIAL ULESS OTHERWISE IDICATED.. = SET PERMAET REFERECE MOUMET (P.R.M.),1/2" x 18" LOG IRO ROD WITH ALUMIUM CAP, STAMPED "LB 690 P.R.M.", ULESS OTHERWISE OTED.. = SET PERMAET COTROL POIT (P.C.P.) STAMPED LB MOUMETS WILL BE SET AT ALL LOT AD TRACT CORERS, POITS OF ITERSECTIO, AD CHAGES OF DIRECTIO WITHI THE SUBDIVISIO THAT DO OT REQUIRE A P.R.M. OR P.C.P., WHICH SHALL BE A 1/2" x 18" LOG IRO ROD WITH A CAP, STAMPED "LB 690", OR ALTERATIVE MOUMETATIO AS MAY 7. C1 = CURVE UMBER I CURVE TABLE 10. A.E. = ACCESS EASEMET 12. C/L= CETER LIE 1. CB = CHORD BEARIG 1. CD = CHORD DISTACE 1. CH = CHORD BEARIG AD DISTACE 16. C.M. = COCRETE MOUMET 17. C.C.R. = COLLIER COUTY RECORDS 18. C.C.R. # = CERTIFIED CORER RECORD UMBER SHEET 2 OF SCALE I FEET 1"=200' (SRS2007) AD 198 FLORIDA PLAE COORDIATE SYSTEM A tract or parcel of land lying in,, Collier County, Florida, said tract or parcel being more particularly described as follows: Beginning at the orthwesterly most corner of Tract C of the record plat of ORAGE BLOSSOM RACH PHASE 1A as recorded in Plat Book, Pages 8-61 of the Public Records of Collier County, Florida, run S89 0'6"W for 1,778.2 feet to an intersection with the Easterly line of lands described in Official Records Book 1 at page 09, of the Public Records of Collier County, Florida; thence run 00 29'1"W along said Easterly line for,16. feet to an intersection with the Southerly line of a Canal Easement as recorded as Exhibit C of Official Records Book 122 at page 1897, Collier County Records; thence run 89 '07"E along said Southerly line for, feet to an intersection with the West right of way line of the orth Golden Gate Canal, (80 wide right of way), as shown on the record plats of orth Golden Gate Units thru 7; thence run S00 0'08"E along said West line right of way line for 1,881.6 feet; thence run S89 29'2" W for feet to a point on a non-tangent curve and an intersection with the ortherly line of said record plat of ORAGE BLOSSOM RACH PHASE 1A ; thence run along the ortherly line of said record plat the following three () courses: Westerly along an arc of a curve to the right of radius feet (delta 21 8'6") (chord bearing S78 2'10" W) (chord 8. feet) for 8.9 feet to a point of tangency; S89 1'28" W for feet to a point of curvature and Westerly along an arc of a curve to the right of radius feet (delta 21 1'8") (chord bearing 79 2'" W) (chord 8.97 feet) for 8.8 feet; thence run S89 29'2" W for 10.9 feet to a point on a non-tangent curve and an intersection with said ortherly line of said record plat; thence run along said ortherly line of said record plat the following three () courses: Southwesterly along an arc of a curve to the right of radius feet (delta 7 9'0") (chord bearing S1 6'8" W) (chord feet) for feet to a point of tangency; S89 1'28" W for feet to a point of curvature and orthwesterly along an arc of a curve to the right of radius feet (delta 61 8'01") (chord bearing 9 29'2"W) (chord 2.2 feet) for 26.0 feet to a point on a non-tangent curve; thence run Southwesterly along an arc of a curve to the left of radius.00 feet (delta 0 06'7") (chord bearing S '6"W) (chord feet) for feet to a point of tangency; thence run for 18.6 feet to a point on a non-tangent curve and an intersection with said ortherly line of said record plat; thence run along said ortherly line of said record plat the following two (2) courses: Southwesterly along an arc of a curve to the right of radius feet (delta 1 6'18") (chord bearing S6 08'"W) (chord feet) for feet to a point of tangency and S 1'2"W for 0.90 feet to a point on a non-tangent curve; thence run Southeasterly along an arc of a curve to the left of radius 0.00 feet (delta 01 18'8") (chord bearing S1 8'"E) (chord 0.69 feet) for 0.69 feet to a point of tangency; thence run S2 8'1"E for feet to a point of curvature; thence run Southerly along an arc of a curve to the right of radius 0.00 feet (delta 2 0'9") (chord bearing S16 '"E) (chord 16.8 feet) for feet to a point of tangency; thence run S00 '1"E for 6.69 feet to a point of curvature; thence run Southeasterly along an arc of a curve to the left of radius.00 feet (delta 89 '17") (chord bearing S 0'"E) (chord 9.6 feet) for.9 feet to a point of tangency; thence run 89 1'28"E for 1.6 feet to a point of cusp and an intersection with Southerly line of Tract L- of said record plat; thence run along the Southerly and Westerly line of said Tract L- the following four () courses: Southwesterly along an arc of a curve to the left of radius 20.7 feet (delta 6 '1") (chord bearing S6 8'8"W) (chord 22. feet) for 2.82 feet to a point of reverse curvature; Southwesterly along an arc of a curve to the right of radius 0.00 feet (delta 6 8'0") (chord bearing S7 0'12"W) (chord 9.9 feet) for 0.71 feet to a point of tangency; S70 2'7"W for feet to a point on a non-tangent curve and orthwesterly along an arc of a curve to the left of radius 1,0.00 feet (delta 07 2'01") (chord bearing 2 29'"W) (chord feet) for feet to an intersection with said ortherly line of said record plat; thence run along said ortherly line and the Westerly line of said record plat the following four () courses: S 1'2"W for feet to a point on a non-tangent curve; Southerly along an arc of a curve to the right of radius 1,20.00 feet (delta 27 0'7") (chord bearing S1 0'7"E) (chord 9. feet) for feet to a point of tangency; S00 0'19"E for 67. feet and S89 '1"W for.6 feet to the POIT OF BEGIIG. Containing acres, more or less. (EAST ZOE) 19. COR. = CORER 20. D.B. = DEED BOOK, COLLIER COUTY RECORDS 21. D.E. = DRAIAGE EASEMET 22. FD. = FOUD 2. FRAC.= FRACTIO 2. I.E. = IRRIGATIO EASEMET 2. I.R.= IRO ROD 26. L= LEGTH 27. L.A.E.= LAKE ACCESS EASEMET 28. L.B. = LICESED BUSIESS 29. L.B.E. = LADSCAPE BUFFER EASEMET 0. L.M.E. = LAKE MAITEACE EASEMET 2. /R = O-RADIAL. (P) = PER "ORAGE BLOSSOM RACH" PHASE 1A OR. O.U.E. = ORAGE TREE UTILITY COMPAY UTILITY EASEMET 6. P.B. = 7. P.C.= POIT OF CURVATURE 8. PG. = 0. P.T.= POIT OF TAGECY 1. P.U.E. = PUBLIC UTILITY EASEMET. SEC. = SECTIO. S.F. = SQUARE FEET

3 102.18' (P.R.M. TO P.R.M.) S00 8"E 2.87' ' J:\2218\DWG\SURVEYIG\PLAT\OBR_ORTH\2218P0.DWG - WED :6 PM THIS ISTRUMET PREPARED BY: CIVIL EGIEERIG - LAD SURVEYIG - LAD PLAIG PHOE (29) FAX (29) FLORIDA CERTIFICATES OF AUTHORIZATIO - EGIEERIG SURVEYIG LB-690 = (Y) E=6828.7(X) CAAL EASEMET (EXHIBIT "C") O.R. 122, PG. 1897, C.C.R.) CAAL AD DRAIAGE EASEMET (EXHIBIT "D") O.R. 1, PG. 09, C.C.R.) U P L A T T E D 89 '07"E ' ' (P.R.M. TO P.R.M.) = (Y) E=690.6(X) FD. "x" C.M. (TOP BROKE) ORTH QUARTER COR. SEC. 1 (CCR #091921) = (Y) E= (X) SHEET OF F.P.L. EASEEMET (O.R. 166, PG. 1, C.C.R.) E 1/ CAAL AD DRAIAGE EASEMET (EXHIBIT "C") (O.R. 1, PG. 09, C.C.R.) U P L A T T E D W 1/,,690 S.F. (79.1 Ac.) R=20.00' L=1.2' CB= 29'1"W CD=28.28' MATCH LIE SEE SHEET OTES BLASTIG COVEAT (O.R. 292, PG. 97, C.C.R.) WEST QUARTER COR. SEC. 1 (BASED O CCR# & TIES TO ADJACET. =712.1(Y) ORAGE BLOSSOM RACH, SEC. CORERS) E= (X) PHASE 2 A REPLAT OF A PORTIO OF TRACT "L-", ORAGE BLOSSOM RACH PHASE 1A, AS RECORDED I, 8, COLLIER COUTY RECORDS, TOGETHER WITH LADS LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST A SUBDIVISIO LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST COLLIER COUTY, FLORIDA 00 29'1"W 16.' 688.8' (TRACT LIE TO P.R.M.) ' (P.R.M. TO P.R.M.) S89 18'"W.7' MATCH LIE SEE SHEET S89 0'6"W.00' S00 29'1"E 11.' S89 0'6"W 62.2' 187.' CH= 0'6"E 2.' 00 29'1"W 90.2' =8 16'26" L=.6' CH= 07'28"W 0.6' 1. ALL DIMESIOS SHOW ARE I FEET AD DECIMALS THEREOF. 2. BEARIGS AD COORDIATES SHOW ARE STATE PLAE FLORIDA EAST ZOE (AD198 (SRS2007)) AD ARE BASED O THE EAST LIE OF THE SOUTHEAST QUARTER OF SECTIO 1 TO BEAR 00 29'09"W.. ALL LIES ARE RADIAL ULESS OTHERWISE IDICATED.. = SET PERMAET REFERECE MOUMET (P.R.M.),1/2" x 18" LOG IRO ROD WITH ALUMIUM CAP, STAMPED "LB 690 P.R.M.", ULESS OTHERWISE OTED.. = SET PERMAET COTROL POIT (P.C.P.) STAMPED LB MOUMETS WILL BE SET AT ALL LOT AD TRACT CORERS, POITS OF ITERSECTIO, AD CHAGES OF DIRECTIO WITHI THE SUBDIVISIO THAT DO OT REQUIRE A P.R.M. OR P.C.P., WHICH SHALL BE A 1/2" x 18" LOG IRO ROD WITH A CAP, STAMPED "LB 690", OR ALTERATIVE MOUMETATIO AS MAY 7. C1 = CURVE UMBER I CURVE TABLE 10. A.E. = ACCESS EASEMET 12. C/L= CETER LIE 1. CB = CHORD BEARIG 1. CD = CHORD DISTACE 1. CH = CHORD BEARIG AD DISTACE 16. C.M. = COCRETE MOUMET 17. C.C.R. = COLLIER COUTY RECORDS 18. C.C.R. # = CERTIFIED CORER RECORD UMBER 19. COR. = CORER 20. D.B. = DEED BOOK, COLLIER COUTY RECORDS 21. D.E. = DRAIAGE EASEMET 22. FD. = FOUD 2. FRAC.= FRACTIO 2. I.E. = IRRIGATIO EASEMET 2. I.R.= IRO ROD 26. L= LEGTH 27. L.A.E.= LAKE ACCESS EASEMET 28. L.B. = LICESED BUSIESS 29. L.B.E. = LADSCAPE BUFFER EASEMET 0. L.M.E. = LAKE MAITEACE EASEMET 2. /R = O-RADIAL. (P) = PER "ORAGE BLOSSOM RACH" PHASE 1A OR. O.U.E. = ORAGE TREE UTILITY COMPAY UTILITY EASEMET 6. P.B. = 7. P.C.= POIT OF CURVATURE 8. PG. = 0. P.T.= POIT OF TAGECY 1. P.U.E. = PUBLIC UTILITY EASEMET. SEC. = SECTIO. S.F. = SQUARE FEET (SRS2007) AD 198 FLORIDA PLAE COORDIATE SYSTEM (EAST ZOE) SCALE I FEET

4 S00 8"E 2.87' 167.' 209.' S00 0'08"E S00 0'08"E ' 16.'.' J:\2218\DWG\SURVEYIG\PLAT\OBR_ORTH\2218P0.DWG - WED :6 PM THIS ISTRUMET PREPARED BY: CIVIL EGIEERIG - LAD SURVEYIG - LAD PLAIG PHOE (29) FAX (29) FLORIDA CERTIFICATES OF AUTHORIZATIO - EGIEERIG SURVEYIG LB-690 = (Y) E= (X) CAAL EASEMET (EXHIBIT "C") O.R. 122, PG. 1897, C.C.R.) CAAL AD DRAIAGE EASEMET (EXHIBIT "D") O.R. 1, PG. 09, C.C.R.) 89 '07"E ' 1.00' (P.R.M. TO P.R.M.) U P L A T T E D 8.00' (P.R.M. TO TRACT LIE) L=7.1' =90 0'1" CB= 1'29"E CD=2.' 89 '07"E.00' L=7.10' =89 6'" CB=S 28'1"E CD=2.1' 1.00' (P.R.M. TO P.R.M.) ' () 12 FD. "x" C.M. "LB 11" ORTHEAST COR. SEC. 1 (CCR #091922) ' 1 = (Y) E= (X) 7 = (Y) E= (X) S89 0'6"W 80.' 18 SHEET OF (SRS2007) AD 198 FLORIDA PLAE COORDIATE SYSTEM (EAST ZOE) W 1/ MATCH LIE SEE SHEET,,690 S.F. (79.1 Ac.) S89 0'6"W 62.2' CH= 0'6"E 2.' 00 29'1"W 90.2' =8 16'26" L=.6' CH= 07'28"W 0.6' 89 0'6"E 70.7' R=66.00' L=9.97' =7 '2" CB=66 8'28"W CD=1.99' (LAKE, D.E. ) 1,68 S.F. (.2 Ac.) L=0.72' =77 6'12" CB=86 '21"W CD=7.67' R=1.00' L=129.27' = 1'7" CB=6 0'21"W CD=12.9' E 1/ S 7'28"E 10.2' 27.70' R=22.0' L=08.81' = 1'7" CB=6 0'21"W CD=297.1' 7'28"W 2.7' CB=09 22'2"E R=20.00' L=1.2' CB=80 7'28"W CD=28.28' S89 18'"W.7' MATCH LIE SEE SHEET 6 28'2"W.81',,690 S.F. (79.1 Ac.) 7'28"W 92.69' R=61.00' L=89.0' = 2'1" CB=S26 6'12"W CD=66.79' 22'2"E 7.71' ORAGE BLOSSOM RACH, PHASE 2 A REPLAT OF A PORTIO OF TRACT "L-", ORAGE BLOSSOM RACH PHASE 1A, AS RECORDED I, 8, COLLIER COUTY RECORDS, 77.9' TOGETHER WITH LADS LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST A SUBDIVISIO LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST COLLIER COUTY, FLORIDA 0' S '2"W 18.6' S00 0'08"E ' 0' R=.00' L=18. = 06'7" CB=S '6"W CD= '08"W 99.68' R=66.00' L=66.9' = 2'1" CB=26 6'12"E CD=612.87' R=66.00' L=79.01' =2 9'19" CB=S70 2'12"W CD=7.90' (TOTAL) L=.8' =87 2'00" CB=S 1'2"W CD=1.0' R=227.0' L=26.0' =61 8'01" CB=9 29'2"W CD=2.2' S6 8'0"E 6.6' (TIE) 0' 89 2'09"E 0.00' (TIE) LAKE MAITEACE & DRAIAGE EASEMET ( O.R. 989, PG. 17, C.C.R.) S89 1'28"W 19.00' L.M.E. & D.E. (P) L=7.1' =90 0'1" CB= 1'29"E CD=2.' CB= 0'08"W 00 0'08"W 117.' 89 '07"E.00' = (Y) E=7122.1(X) S89 29'2"W.00' L=7.10' =89 6'" CB= 28'1"W CD=2.1' 0 7'09"W 0.8' (TIE) R=227.0' L=01.08' =7 9'0" CB=S1 6'8"W CD=279.9' CB=S 29'2"W SE 1/ S89 29'2"W 10.9' OTES R=227.0' =21 1'8" L=8.8' CH=79 2'"W 8.97' 1. ALL DIMESIOS SHOW ARE I FEET AD DECIMALS THEREOF. 2. BEARIGS AD COORDIATES SHOW ARE STATE PLAE FLORIDA EAST ZOE (AD198 (SRS2007)) AD ARE BASED O THE EAST LIE OF THE SOUTHEAST QUARTER OF SECTIO 1 TO BEAR 00 29'09"W.. ALL LIES ARE RADIAL ULESS OTHERWISE IDICATED.. = SET PERMAET REFERECE MOUMET (P.R.M.),1/2" x 18" LOG IRO ROD WITH ALUMIUM CAP, STAMPED "LB 690 P.R.M.", ULESS OTHERWISE OTED.. = SET PERMAET COTROL POIT (P.C.P.) STAMPED LB MOUMETS WILL BE SET AT ALL LOT AD TRACT CORERS, POITS OF ITERSECTIO, AD CHAGES OF DIRECTIO WITHI THE SUBDIVISIO THAT DO OT REQUIRE A P.R.M. OR P.C.P., WHICH SHALL BE A 1/2" x 18" LOG IRO ROD WITH A CAP, STAMPED "LB 690", OR ALTERATIVE MOUMETATIO AS MAY 7. C1 = CURVE UMBER I CURVE TABLE 10. A.E. = ACCESS EASEMET 12. C/L= CETER LIE 1. CB = CHORD BEARIG 1. CD = CHORD DISTACE 1. CH = CHORD BEARIG AD DISTACE 16. C.M. = COCRETE MOUMET 17. C.C.R. = COLLIER COUTY RECORDS 18. C.C.R. # = CERTIFIED CORER RECORD UMBER 19. COR. = CORER 20. D.B. = DEED BOOK, COLLIER COUTY RECORDS 21. D.E. = DRAIAGE EASEMET 22. FD. = FOUD 2. FRAC.= FRACTIO 2. I.E. = IRRIGATIO EASEMET 2. I.R.= IRO ROD 26. L= LEGTH 27. L.A.E.= LAKE ACCESS EASEMET 28. L.B. = LICESED BUSIESS 29. L.B.E. = LADSCAPE BUFFER EASEMET 0. L.M.E. = LAKE MAITEACE EASEMET 2. /R = O-RADIAL. (P) = PER "ORAGE BLOSSOM RACH" PHASE 1A OR. O.U.E. = ORAGE TREE UTILITY COMPAY UTILITY EASEMET 6. P.B. = 7. P.C.= POIT OF CURVATURE 8. PG. = 0. P.T.= POIT OF TAGECY 1. P.U.E. = PUBLIC UTILITY EASEMET. SEC. = SECTIO. S.F. = SQUARE FEET TRACT "L-" (LAKE, D.E. ),90 S.F. (0.11 Ac.) (TRACT "L-11") 62.9' 66' S89 29'2"W 671.2' S89 1'28"W 19.00' =7198.7(Y) E= (X) R=227.0' =21 8'6" L=8.9' CH=S78 2'10"W 8.' (P.B., PG. 8, C.C.R.) FD. "x" C.M. "LB 666 PRM" EAST QUARTER COR. SEC. 1 (CCR #09192) (TOTAL) 17.91' S89 29'2"W (SEC. COR. TO R/W) S88 0'0"W 2.8' = (Y) E= (X) (LAKE, D.E. )(P) (ALOG R/W SEC. LIE TO SEC. LIE) 90.82' (P.R.M. TO P.R.M.) 00 0'08"W 29.82' 90.82' (P.R.M. TO P.R.M.) S00 29'09"E 261.9' S00 0'08"E ' S00 '6"E ' (1/ SEC. COR. TO SEC. COR.) (80' WIDE R.O.W.) (SEC. COR. TO 1/ SEC. COR.) (R/W to1/ Cor.) (R/W TO SEC. COR.) (PER ORTH GOLDE GATE orth Golden Gate Canal UITS THRU 7, VACATED) 80' (P) = (Y) E= (X) Lot 6 Lot 7 Lot ' O.U.E. (P) S89 '1"W 77.2' (70' DRAIAGE EASEMET (P) Lot SCALE I FEET SOUTHEAST COR. SEC. 1 (BASED O CCR# 9192 & TIES TO ADJACET. SEC. CORERS)

5 ' 60' ' S00 8"E 2.87' 0' ' (P) ORAGE BLOSSOM RACH, PHASE 2 A REPLAT OF A PORTIO OF TRACT "L-", ORAGE BLOSSOM RACH PHASE 1A, AS RECORDED I, 8, COLLIER COUTY RECORDS, TOGETHER WITH LADS LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST A SUBDIVISIO LYIG I SECTIO 1, TOWSHIP 8 SOUTH, RAGE 27 EAST J:\2218\DWG\SURVEYIG\PLAT\OBR_ORTH\2218P0.DWG - WED :6 PM WEST QUARTER COR. SEC. 1 (BASED O CCR# & TIES TO ADJACET. SEC. CORERS) OTES (SRS2007) AD 198 FLORIDA PLAE COORDIATE SYSTEM (EAST ZOE) SCALE I FEET =712.1(Y) E= (X) = (Y) E= (X) 1. ALL DIMESIOS SHOW ARE I FEET AD DECIMALS THEREOF. 2. BEARIGS AD COORDIATES SHOW ARE STATE PLAE FLORIDA EAST ZOE (AD198 (SRS2007)) AD ARE BASED O THE EAST LIE OF THE SOUTHEAST QUARTER OF SECTIO 1 TO BEAR 00 29'09"W.. ALL LIES ARE RADIAL ULESS OTHERWISE IDICATED.. = SET PERMAET REFERECE MOUMET (P.R.M.),1/2" x 18" LOG IRO ROD WITH ALUMIUM CAP, STAMPED "LB 690 P.R.M.", ULESS OTHERWISE OTED.. = SET PERMAET COTROL POIT (P.C.P.) STAMPED LB MOUMETS WILL BE SET AT ALL LOT AD TRACT CORERS, POITS OF ITERSECTIO, AD CHAGES OF DIRECTIO WITHI THE SUBDIVISIO THAT DO OT REQUIRE A P.R.M. OR P.C.P., WHICH SHALL BE A 1/2" x 18" LOG IRO ROD WITH A CAP, STAMPED "LB 690", OR ALTERATIVE MOUMETATIO AS MAY 7. C1 = CURVE UMBER I CURVE TABLE 10. A.E. = ACCESS EASEMET 12. C/L= CETER LIE 1. CB = CHORD BEARIG 1. CD = CHORD DISTACE 1. CH = CHORD BEARIG AD DISTACE 16. C.M. = COCRETE MOUMET 17. C.C.R. = COLLIER COUTY RECORDS 18. C.C.R. # = CERTIFIED CORER RECORD UMBER 19. COR. = CORER 20. D.B. = DEED BOOK, COLLIER COUTY RECORDS 21. D.E. = DRAIAGE EASEMET 22. FD. = FOUD 2. FRAC.= FRACTIO 2. I.E. = IRRIGATIO EASEMET 2. I.R.= IRO ROD 26. L= LEGTH 27. L.A.E.= LAKE ACCESS EASEMET 28. L.B. = LICESED BUSIESS 29. L.B.E. = LADSCAPE BUFFER EASEMET 0. L.M.E. = LAKE MAITEACE EASEMET 2. /R = O-RADIAL. (P) = PER "ORAGE BLOSSOM RACH" PHASE 1A OR. O.U.E. = ORAGE TREE UTILITY COMPAY UTILITY EASEMET 6. P.B. = 7. P.C.= POIT OF CURVATURE 8. PG. = 0. P.T.= POIT OF TAGECY 1. P.U.E. = PUBLIC UTILITY EASEMET. SEC. = SECTIO. S.F. = SQUARE FEET COLLIER COUTY, FLORIDA U P L A T T E D CAAL AD DRAIAGE EASEMET (EXHIBIT "C") (O.R. 1, PG. 09, C.C.R.) 00 29'1"W 16.' 688.8' (TRACT LIE TO P.R.M.) 6.71' (P.R.M. TO TRACT LIE) ' (P.R.M. TO P.R.M.) ' (P.R.M. TO P.R.M.) TEMPORARY COSTRUCTIO EASEMET (O.R. 22, PG. 2787, C.C.R.) DRAIAGE EASEMET (O.R. 22, PG. 2787, C.C.R.) (O.R. 7, PG. 77, C.C.R.) = (Y) E=6827.9(X) W 1/,,690 S.F. (79.1 Ac.) S89 0'6"W 6.8' 9 '2"E 9.7' (TIE) CB= 0'6"E 00 29'1"W.00' CB= 29'1"W F.P.L. EASEEMET (O.R. 166, PG. 1, C.C.R.) 00 29'1"W 1.89' DEVELOPERS AGREEMET, OPTIOAL TO PURCHASE SITE FOR WATER TREATMET PLAT (O.R. 062, PG. 00, C.C.R.) 00 29'1"W 0.00' (TIE) MATCH S89 18'"W.7' LIE SEE SHEET MATCH LIE SEE SHEET S89 18'"W.7' 89 0'6"E 19.98' CB= 0'6"E CB= 29'1"W 00 29'1"W 0.00' (TIE) SW 1/ "F-2" TRACT "L-6" (LAKE, D.E. ) 10,829 S.F. (2. Ac.) S89 0'6"W R=10.00' L=0.6' =1 01'2" CB=8 8'28"W = 0'" L=10.6' (TIE) CD=0.98' S0 2'8"W 20.00' 0',,690,291,29 S.F. S.F. (79.1 (121.7 Ac.) Ac.) BLASTIG COVEAT (O.R. 292, PG. 97, C.C.R.) DRAIAGE EASEMET (O.R. 22, PG. 22, C.C.R.) TEMPORARY DRAIAGE EASEMET (O.R. 8, PG. 169, C.C.R.) 89 0'6"E ' S89 0'6"W 10.9' (P.R.M. TO P.R.M.) R=77.0' L=12.8' =1 8'9" CB=S06 '1"W CD=12.1' R=20.00' L=0.79' =88 12'" CB=S8 26'01"W CD=27.8' 06 17'7"E 20.00' R=120.00' = 09'10" L=72.6' CB=S8 2'"E CD=72.6' R=910.00' L=.00' =28 8'2" CB=S76 09'8"E CD=0.27' 6.68' TRACT "L-" (LAKE, D.E. ) 119,170 S.F. (2.7 Ac.) R=.00' L=118.87' =11 21'08" CB=S1 0'12"W CD=87. = (Y) E=696.(X) R=6.00' L=11.0' =17 2'2" CB=80 8'0"E CD=10.86' = (Y) E= (X) S89 0'6"W ' U P L A T T E D S00 29'1"E 11.' S1 19'"W 6.28' 977.9' SOUTH QUARTER COR. SEC. 1 (BASED O CCR# 9192 & TIES TO ADJACET. SEC. CORERS) R=66.00' =7 '2" L=9.97' CH=66 8'28"W 1.99' (LAKE, D.E. ) 1,68 S.F. (.2 Ac.) SE 1/ PUBLIC UTILITY EASEMET (O.R. 298, PG. 2, C.C.R.) L=2.97' =82 0'10" CB=S66 2'"E CD=9.9' 0' 0' TEMPORARY DRAIAGE EASEMET (O.R. 8, PG. 169, C.C.R.) (O.R. 22, PG. 119, C.C.R.) = (Y) E=6997.2(X) ORTHWESTERLY MOST COR. OF TRACT "A-2" L=7.' =109 2'1" CB=S '9"W CD=9.11' 72.1' (P.R.M. TO P.R.M.) L=0.72' =77 6'12" CB=86 '21"W CD=7.67' S 1'2"W 91.01' R=910.00' L=87.09' = 28'9" CB=S2 0'8"E CD=87.0' 7 2'9"E 1.7' (TIE) 0' 0 0'0"W 0.99' (TIE) L=8.27' =92 11'12" CB=08 16'6"E CD=.2' 60' 27.70' 0' R=120.00' = (Y) E=700.01(X) POIT OF BEGIIG ORTHWESTERLY MOST COR. OF TRACT "C" L=.98' =87 8'8" CB=81 '0"W CD=1.61' Hawthorn CB=S1 0'7"E S89 '1"W.6' =8 2'09" L=.87' CH=S11 1'28"W0.81' Tract "C" (OPE SPACE)(P) =1 17'8" L=0.9' CH=28 0'"W 0.9' =27 0'7" Road 190.7' L=600.18' 7 8'0"W.0' 10' L.B.E. & I.E. ' (P) CD=9.' 07 0'17"W 7.7' (TIE) 10' P.U.E. (P) 10' L.B.E. & I.E. (P) 22'2"E 7.71' LAKE MAITEACE & DRAIAGE EASEMET ( O.R. 989, PG. 17, C.C.R.) TRACT "L-" (LAKE, D.E. ) 10,71 S.F. (0.2 Ac.) R=10.00' =8 1'9" L=20.6' CH=2 08'"W 20.27' 10' P.U.E. S70 2'7"W 266.7' 0'x0' O.U.E. (P) 10' L.B.E. & I.E. (P) 10' P.U.E. (P) S 1'2"W0.90' =1 18'8" L=0.69' CH=S1 8'"E0.69' S2 8'1"E82.88' L.M.E. & D.E. (P) R=10.00' =7 2'01" L=17.08' CH=2 29'"W ' S00 0'19"E 67.' 8.17' (TRACT"F-2") 68.08' Tract "L-1" (LAKE, D.E. )(P) = (Y) E= (X) (P.B., PG. 8, C.C.R.) =28 7'19" L=1.99' CH=S18 19'"E 1.8' S00 '1"E 6.69' R=.00' =89 '17" L=.9' CH=S 0'"E 9.6' Tract "E" (RECREATIO AREA)(P) Tract "A-2" (R,O,W, A.E.,O.U.E., P.U.E., T.U.E., I.E. & D.E.)(P) 7'28"W ' 72.7' 0' 89 1'28"E 1.6' =718.11(Y) E=7091.2(X) R=66.00' L=79.01' =2 9'19" CB=S70 2'12"W CD=7.90' 18.6' R=617.0' =1 6'18" L=19. CH=S6 08'"W 18.76' (LAKE, D.E. )(P) R=20.7' =6 '1" L=2.82' CH=S6 8'8"W 22.' R=0.00' =6 8'0" L=0.71' CH=S7 0'12"W 9.9' SHEET OF THIS ISTRUMET PREPARED BY: CIVIL EGIEERIG - LAD SURVEYIG - LAD PLAIG PHOE (29) FAX (29) FLORIDA CERTIFICATES OF AUTHORIZATIO - EGIEERIG SURVEYIG LB-690 R=.00' L=18. = 06'7" CB=S '6"W CD=18.