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HomeMy WebLinkAboutSURVEYSORANGE AVENUE 0 to SYMBOLS: E- = GUY WIRE ANCHOR ® = CABLE TELEVISION BOX C3 = CATCH BASIN = CATCH BASIN INLET ® = CLEANOUT © = ELECTRIC BOX ❑r = TELEPHONE BOX -o- = SIGN = SANITARY MANHOLE Ur = STORM MANHOLE = NUMBER OF PARKING SPACES it = FIRE HYDRANT = LIGHT POLE ❑ = CONCRETE POWER POLE - BACKFLOW PREVENTOR ® = MAIL BOX E= IRRIGATION VALVE GAS VALVE = SEWER VALVE = WATER VALVE QW = WELL l� = WATER METER '9. = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PRRM PSM#6330 ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONIC = CONCRETE CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT NORTH ST. LUCIE WATER CONTROL DISTRICT CANAL #64 109' R/W �-1331.65' N89'48'48"W 2663.29' CRNNORTH FND 3"X3" CONIC MONUMENT 1241.04' NORTH LINE OF SECTION 14 R CALCULATED 4 "RLS 2391" S89048'47"E 1226.01' -TOP OF BANK —x —x —x —x —x —x —x —x —x —x —x —x —x 00 x —z —x —x 0 yy��—x �EIMFORNER VF &R32.8%to _— Cq 3 \ dam' I LOT 5 I MELLEN GROVES I i POND (PB 74, PG 4) 0 0 Z x I TOP OF BANK / J x N89055'15"W 1225.87' z FC CE ON i��NTERS 30.2'E OF PCOR MELLENTGROVES / (PB 74, PG 4) I I 1 1 I I DETAIL / \ 1"= 30' / DATE: 1:749Fy1011TR 1 SEE DETAIL SITE BENCHMARK 10'S X20'W OFFSET. SET IRC "WITNESS" ELEV= 22.58 NAVD 1988 219.39' 10' SECTION CORNER CALCULATED 11V12 x x SET IRC i iM 6330 I I a MTNESS" o I� 0 0 ~o d >� w n i 3� w� ZZ 1i0 a n. p w w . _7) LLN J m V)N Op v Q I 0 0 J _ J N ZLn a Q IN .o1V3 W I o Q 0 O LU 0 h = EAST 1/4 CORNER (CAALCULATED) - ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 BY: UW280 Fax: (772) 340-2250 SITE LEGAL DESCRIPTION: o LO � J QZ W F- U Ia.. N CK LU W W Z 2 OKEECHOBEE ROAD LOCATION MAP NOT TO SCALE F(&iT LOT 5 OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74, PAGE 4, PAGES 4 & 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 316,193 SQUARE FEET OR 7.259 ACRES, MORE OR LESS. SURVEY REPORT: 1. "'HIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a-k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON THE PLAT OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT 300K 74, PAGE 4, PAGES 4 & 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. LEGAL DESCRIPTION WAS FURNISHED CLIENT. 4. 13EARING BASIS: N89'55'15"W ALONG THE SOUTH PROPERTY LINE. 5. IJO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY 'ANEL NO. 12111CO155 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. rHERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE -OUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR PURCHASE OF LAND AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE "ODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL .RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. 'HIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. 'REPARED FOR: JAMES R. McCORKLE III KENDRA B. McCORKLE CENTERSTATE BANK, NA FIRST INTERNATIONAL TITLE, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY 13. @ COPYRIGHT 2019 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. .REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAllA PSM INC. 011111111111gAtg.. ' ALEXANDFR.tEN�rP._l`A77A "M. INC. DATE OF FIELD SURVEY DATE OF SURVEY: 5-14-19 5-14-19 MAY 15 2019 ALEXF Permitting Department PROFE St. Lucie County, FL FLORI FORMBOARD SURVEY S. HEADER CANAL ROAD AS PREPARED FOR JAMES & KENDRA MCCORKLE v D MAPPER 6330 CAD K:\MECCA FARMS\RAPTOR GROVE\DWG\19-4387.DWG REF K:\MECCA FARMS\RAPTOR GROVE\DWG\16-2338MG.DWG FLD CJM / RP FB. PG. JOB 19-4387 OFF RP DATE 5-14-19 CKD AJP SHEET 1 OF 1 IDWG D-865 KAMECCA FARMS\RAPTOR GROVE\19-4387.dwg, 5/14/2019 1:58:21 PM P e& Lr ' I YO �- v/ b ) -1k,- ORANGE AVENUE 0 0 N 0 0 NORTH QUARTER 1331.65' CORNER CALCULATED 2 SYMBOLS: ©= GUY WIRE ANCHOR = CABLE TELEVISION BOX C3 = CATCH BASIN - CATCH BASIN INLET ® - CLEANOUT ® = ELECTRIC BOX - TELEPHONE BOX v - SIGN = SANITARY MANHOLE Ur = STORM MANHOLE = NUMBER OF PARKING SPACES CJ = FIRE HYDRANT 7Qt - L I GHT POLE ❑ = CONCRETE POWER POLE (� = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE - GAS VALVE = SEWER VALVE ca = WATER VALVE OW = WELL ❑W = WATER METER LR = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP P M PSM#6330 I_111V30Elk N1Z4 (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONIC = CONCRETE CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT NORTH ST. LUCIE WATER CONTROL DISTRICT CANAL #64 109' R/W N89'48'48"W 2663.29' FND 3"X3" 1241.04 CONIC MONUMENT "RLS NORTH LINE OF SECTION 14� 2391" S89'48147"E 1226.01 TOP OF BANK — — — — — __X -_X Q X _X —X �FENCEECORNER —X _X —X —X —X —X —X —X —X —X —X ] n 41.2'S 32.WE 20.75 - PROPOSED +I 1• WATER SERVICE ii V OF POOR i \ -- WELL '15' 24.6 'V1 \ +24.59 LOT 5 MELLEN GROVES DbM + 24.57 SEE DETAIL 7 i POND I (PB 74, PG 4) - f 1 2a.so j x �. TOP OF BANK \ / 22'X24' PROPOSED \ / DRIVE \ 65.87' 8.00' / / 8 M OWIqLO } 1 I W N n a O pie I14.00' 0_WW 0 0 U o I � U 1 \ 14.00' 51.67' 8.00' / \ 7' S \ -666ef NDRAINnOBELD 1 000sf UAREBASTRTRUCTED / DETAIL 1 "= 30' DATE: I REVISIONS: t , LOT 4 MELLEN GROVES (PB 74, PG 4) 219.51' x SECTION CORNER CALCULATED 11V12 rSEIII SE IRC "PSM 330 WITN SS" 0 wzo a: W� i 0 10 WU U) <0 o w W J� U,J a'f~/1• m OO LO 14 13 A ' N v 90.60, O + 79 Q I O 0 t J N >a Z LU v� Q i + N .01V W Q r O W 0 EAST 1/4 CORNER (CALCULATED) ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LB#7280 Fax: (772) 340-2250 SITE AIR Q 5;"'`119 ST. ��'bwW OKEECHOBEE ROAD LOCATION MAP NOT TO SCALE LO rn W F- H h W 1— FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # "'� �!a &Well # S9� Date:3 / Reviewer: LEGAL DESCRIPTION: LOT 5 OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74, PAGE 4, PAGES 4 & 5, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA. CONTAINING 316,193 SQUARE FEET OR 7.259 ACRES, MORE OR LESS. FILE Copy SURVEY REPORT: 1. IHIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a-k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON THE PLAT OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74, PAGE 4, PAGES 4 & 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. _EGAL DESCRIPTION WAS FURNISHED CLIENT. 4. 3EARING BASIS: N89'55'15"W ALONG THE SOUTH PROPERTY LINE. 5. 10 UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO155 J, EFFECTIVE DATE 2-16-12. 7. =LOOD ZONE SHOWN HEREON IS ANINTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR PURCHASE OF LAND AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: JAMES & KENDRA MCCORKLE 13.( COPYRIGHT 2019 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, FINC. 'i.�Tn#�<'.1P �.r ALEXANDER,,, '�IkZ2A ?Si•4. INC. DATE OF FIELD SURVEY DATE OF SURVEY. 1-29-19 0j, F's� *m o A ,.. 6G3 1-29-19 BOUNDARY SURVEY S. HEADER CANAL ROAD AS PREPARE) FOR JAMES & KENDRA MCCORKLE _0 SCANNED BY St. Lucie County ALEXANDER`4';. PIAZZA =0 ` PROFESSIONAC SU_RVEYOR.AND MAPPER FLORIDA CE'RT I F,I CAT 1 Nal; 6330 (:Au K:\MECCA FARMS\RAPTOR GROVE\DWG\19-4387.DWG REF K:\MECCA FARMS\RAPTOR GROVE\DWG\16-2338MG.DWG FLD CJM / RP FB. PG. JOB 19-4387 OFF CJM DATE 1-29-19 CKD AJP SHEET 1 OF 1 DWG D-851 K:\MECCA FARMS\RAPTOR GROVE\19-4387.dwg, 1/30/2019 3:46:58 PM ORANGE AVENUE of N 1 2 h 0 0 SYMBOLS: ©= GUY WIRE ANCHOR = CABLE TELEVISION BOX E3 = CATCH BASIN 0 = CATCH BASIN INLET ® = CLEANOUT ® = ELECTRIC BOX ❑r = TELEPHONE BOX v = SIGN SANITARY MANHOLE = STORM MANHOLE = NUMBER OF PARKING SPACES S7 = FIRE HYDRANT = LIGHT POLE ❑ - CONCRETE POWER POLE Lf = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE = GAS VALVE = SEWER VALVE ca = WATER VALVE Q = WELL �W = WATER METER 'E, = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PRM PSM#6330 ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONIC = CONCRETE CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE I = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP LIE = UTILITY EASEMENT SITE OKEECHOBEE ROAD LOCATION MAP NOT TO SCALE LO rn W F- Q VI W F- Z NORTH ST. LUCIE WATER CONTROL DISTRICT CANAL #64 SECTION FDOH in ucie County 109' R/W CORNER CALCULATED Environni, ital Health _ N89.48'48"W 2663.29' 11 12 WeIanApproved for Construction NORTH QUARTER 1331.65' y FND 3"X3" 1241.04' SITE BENCHMARK 90'8014 13 FILEedes All Pre�.ous Site Plans for CORNER CONC MONUMENT NORTH LINE OF SECTION 14 10'S X20'W OFFSET RECEIVED �►0 & Wei S%'Zi2(o CALCULATED "RLS 2391" (] " SET IRC "WITNESS" U a OSTDS#�/" 4 $89'48 47 E 1226.01 TOP OF BANK ELEV= 22.58 NAVD 1988 9o.so' —X —X —X —X —X — —X —X -X + .79 ST. APR A 6 '�119 Date: 3 : / _ _ — -X —X —X Reviewer. E WIRE CORNER X X —. - - 20.75} /1" WATER°SERVICE 'N°- '`° o -- } 0'1' - a Q _ _ — P, EF1Nli1: rN@(i1.1,11 i11�; .. o� 9 0 i 41.2 5 32.8 E I WELL 0� OF PL+OR �— \ LEGAL DESCRIPTION: N \ '15°° }24.59 24.8 'La 219.51• i J < Q w r- LOT 5 OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74, PAGE 4, PAGES LOT 5 ,I ' 2457 SEE DETAIL x ; Qa 4 & `i , OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. MELLEN GROVES + LO x (PB 74, PG 4) " I I - + ,01V� POND 219.83 w CONTi\ I N I NG 316,193 SQUARE FEET OR 7.259 ACRES, MORE OR LESS. rya 24.50 % / LV tV C) / ye . yA qE E CE I I 0 r Z I �T0=0F BANK / +ryo m m }ryo 41N%%ECgTNION x LIJ N Q x 1.1'NdF O&W 'h = z x NIERSE@no&E Nt39'55'15"W 1225.8T - 10' OFFSC m 30.2'E OF PCOR "PSM 6SE I 330 I I d WITNESS' R O Isl LOT 4 80 a / MELLEN GROVES az MO) / (PB 74, PG 4) io N / oW wao I I SURVEY REPORT: / 7_:) 1. CA THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a-k), FLORIDA ADMINISTRATIVE PROPOSED \ �F- �w I CODE. / DRIVE O LO � \ 2. '.SURVEY BASED ON THE PLAT OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT / sS.eT 8.00' 300K 74, PAGE 4, PAGES 4 & 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. \ 3. 'LEGAL DESCRIPTION WAS FURNISHED CLIENT. / 8 1 4. 13EARING BASIS: N89'55'15"W ALONG THE SOUTH PROPERTY LINE. I " U) Y V)Z(D w N n 3 I 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. Ia.00 0 w I 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY 0 g I PANEL NO. 12111C0155 J, EFFECTIVE DATE 2-16-12. 8 I og / 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. \ OR rHE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 14.00, 51.67' 8.00' / 8 . HERE MAY BE ADD I T I ONAL EASEMENTS AND/OR RESTR I CT I ONS NOT SHOWN ON THIS SURVEY THAT MAY BE \ 7' I-OUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN s PERFORMED BY ALEXANDER J. PIAllA PSM, INC. \ 666a DRAINFIELD 10o00 GAROEBgTRUCTED EAST 1 /4 CORNER \ (CALCULATED) 9. HE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR PURCHASE OF LAND AND FALLS WITHIN THE / SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. DETAIL 11. I.DDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES 1"= 30' S PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. 1HIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: JAMES & KENDRA MCCORKLE MIN, SETBACK REQ, FRONT �0 @, 13. COPYRIGHT 2019 BY ALEXANDER J. PIAZZA PSM, INC. SIDES HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. CNR SI�E� -;HIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. RS REAR REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF ZNG. - f, FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. TECH._ ALEXANDER, ;;I' PIAllA P9M. INC. ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 DATE. REVISIONS: BY: LBf7280 Fax: (772) 340-2250 DATE OF FIELD SURVEY: DATE OF SURVEY: 1-29-19 1-29-19 BOUNDARY 'SURVEY S. HEADER CANAL ROAD AS PREPARED FOR JAMES & KENDRA MCCORKLE oqI 01toI SCANNED BY ALEXANDE ",,d% P St. Lucie Countii PROFESSIONAL'' S FLORIDA CERTI'F'; D MAPPER 6330 " K:\MECCA FARMS\RAPTOR GROVE\DWG\19-4387.DWG REF K:\MECCA FARMS\RAPTOR GROVE\DWG\16-2338MG.DWG FLD CJM / RP FB. PG. JOB 19-4387 OFF CJM DATE 1-29_19 CKD AJP SHEET 1 OF 1 DWG D-851 K:\MECCA FARMS\RAPTOR GROVE\19-4387.dwg, 1/30/2019 3:46:58 PM ORANGE AVENUE u�. NORTH QUARTER 1331.65' CORNER CALCULATED a 7 J o_ 1- 0 z SYMBOLS: = GUY WIRE ANCHOR = CABLE TELEVISION BOX E3 = CATCH BASIN 0 = CATCH BASIN INLET ® = CLEANOUT © = ELECTRIC BOX OT = TELEPHONE BOX v = SIGN SANITARY MANHOLE = STORM MANHOLE = NUMBER OF PARKING SPACES CJ = FIRE HYDRANT Qt = LIGHT POLE ❑ = CONCRETE POWER POLE = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE - GAS VALVE = SEWER VALVE ca = WATER VALVE Q = WELL OW = WATER METER LSL = WOOD POWER POLE O = SET 5 8" IRON ROD WITH PLASTIC CAP PIRM PSM#6330 ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CONC = CONCRETE CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE I = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT R/W = RIGHT—OF—WAY RCP = REINFORCED CONCRETE PIPE RGE = RANGE SEC = SECTION TWP = TOWNSHIP UE = UTILITY EASEMENT NORTH ST. LUCIE WATER CONTROL DISTRICT CANAL #64 109' R/W N89'48'48"W 2663.29' FND 3"X3„ 1241.04' CONC MONUMENT "RLS NORTH LINE OF SECTION 14 2391" S89'48'47"E 1226.01 TOP OF BANK —x —x —x 00 x x —x �FENCEECORNER —z —x —x —x —x —x —x —x —x —x / C), �% qq 41.2'S 32.8'E 20.75 PROPOSED +I 1" WATER SERVICE OF PG�OR i / WELL 246 \ LOT 5 1p SEE DETAIL MELLEN GROVES + 24.57 x I (PB 74 PG 4) POND ryr 24.50 I J ryp ,y1 TOP P OF BANK / +,10• m �+, ,10• 22'x24' \ PROPOSED \ / DRIVE / 65.67' 8.00' \ / 8 n 1 I Lu Lu Lo 0 Iq Y (n z0 M b O W N r I 14.00' pF XwW 5 aD'L o 8 � ed / \ 14.00' 51.67' \ 7 666sf DRA FIELLD S / \ t000sf UNUSED / DETAIL 1"= 30' DATE: I REVISIONS: 1 LOT 4 MELLEN GROVES (PB 74, PG 4) 91' } 219.83' MIN. FRONT SIDES_ CNR Si SECTION CORNER CALCULATED 11 12 90.60' 14 13 A V in T,I 90.60' '^ x 10' OFFSEYII I I m SET Ihhii " g "PSM 6330 I a WITNESS I o I� o 0y F-o � }F � W i 3O LU z 00 w D_ I� W - J- =0 LL F4 U.J O 0] O N �I EAST 1/4 CORNER (CAALCULATED) REQ. ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping + Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 BY LB#7280 Fax: (772) 340-2250 SITE OKEECHOBEE ROAD LOCATION MAP NOT TO SCALE In rn W F- H 1n K W F- Z LEGAL. DESCRIPTION: LOT 5 OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 74, PAGE 4, PAGES 4 & 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 316,193 SQUARE FEET OR 7.259 ACRES, MORE OR LESS. SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(o—k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON THE PLAT OF MELLEN GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT 1300K 74, PAGE 4, PAGES 4 & 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. LEGAL DESCRIPTION WAS FURNISHED CLIENT. 4. BEARING BASIS: N89'55'15"W ALONG THE SOUTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO155 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9, fHE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR PURCHASE OF LAND AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EXCEEDED 1:5000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. ';HIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: JAMES & KENDRA MCCORKLE 13.(r,> COPYRIGHT 2019 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER - ., P1}AZfA PSM. INC. DATE OF FIELD SURVEY: 1-29-19 ° n RECEIVED ` DATE OF SURVEY: 1-29-19 a_ SCANNED APR 0 5 -,pq ALEXANDQ-"` ,, P f'ZA PROFESSIONAL^SURVEYOR.AND MAPPER 9 BY ST. Lucie county, Perna t'•• FLORIDA C R7 I F, I CATS ` Nq'?' 6330 St , urie County --- — BOUNDARY SURVEY �(j CAD K:\MECCA FARMS\RAPTOR GROVE\DWG\19-4387.DWG S. HEADER CANAL ROAD i1��\`V�\ DF K:\MECCA R MECCA�V ARMS R PTOR GROE\DWG\16-2338MG19WG AS PREPARED FOR ,GD"1 ll —4387 OFF CJM DATE 1-29-19 J A M E S & KENDRA M C C O R K LE JCKD AUp ISHEET 1 OF 1 DWG D-851 K:\MECCA FARMS\RAPTOR GROVE\19-4387.dwg, 1/30/2019 3:46:58 PM