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HomeMy WebLinkAboutBOUNDARY SURVEYm Im , N6RTH - GRAPHIC SCALE 20 0 10 20 ( IN FEET ) date t, " 010 Via, . I. Ilft, '�i�jiFgy �_,_� O SET 5/8" IR/CAP LB 3591 D.E. - DRAINAGE EASEMENT I.P. - IRON PIPE LA.E. - LIMITED ACCESS EASEMENT CONC. - CONCRETE G.V. - GATE VALVE L.M.E. - LAKE MAINTENANCE EASEMENT COV. - COVERED P.P. - POWER POLE L.M.A.E. - LAKE MAINTENANCE ELEV. - ELEVATION BLDG. - BUILDING ACCESS EASEMENT ESMT. - EASEMENT N.R. - NOT RADIAL 00.00 DENOTES PROPOSED ELEVATION U.E. - UTILITY EASEMENT NO I.D.- NO IDENTIFICATION �...r- DIRECTION OF FLOW W.M. - WATER METER Y.D. - YARD DRAIN .00 DENOTES EXISTING ELEVATION Pam• ' FLOOR FIN. A/C - AIR CONDITIONER P.I. - POINT OF INTERSECTION P.C. - FINISHED PROP. - PROPOSED C.B. - CATCH BASIN N -POINT OF CURVATURE P.C.0 - POINT OF COMPOUND CURVATURE TYP; TYPICAL R. RADIUS G.V. - GATE VALVE "♦"F.H. -FIRE HYDRANT P.R.C. -POINT OF REVERSE CURVE P.T. -POINT OF TRANSITION . - RA- R.PDIUS POINT ®- STORM MANHOLE O.E. - OVERHANG EASEMENT LP. - LIGHT POLE ID- SANITARY MANHOLE B.E. - BUFFER EASEMENT O.R.B. - OFFICIAL RECORDS BOOK C.O. - CLEANOUT M.H. - MANHOLE FL - CENTERLINE PG. - PAGE SAN. - SANITARY WATER SERVICE L - ARC LENGTH ALUM. - ALUMINUM A - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT ■ P.R.M.-PERMANENT REFERENCE MONUMENT NOTE: • IMPROVEMENTS SHOWN ARE PROP05ED UNLESS OTHERWISE NOTED. • DRIVEWAY5, ARE FOR GRAPHIC PURPOSE ONLY AND NOT FOR CONSTRUCTION. 2 STORY RESIDENCE 2ND FUR = 22.33 FIN.FLR = 10.00 GARAGE = 9.50 LOT 12 m mIx x '° o I FLOOD ZONE: n IT n m , v W.M. _ I ---- �- - - ---- - - - - T__W4_3;5V35"Emh30o.1 N.R.) (N.R.) 2STORM IDAN BFP 9 2' 6' I 6.7 -------o'o--- El g PROPOSED IL-- W M 1.500 I0 PAD SEPTIC TANK o PROPOSED in CLEANOUT' -j---50.00' INV.:I 2.00' m I� i 6 w N A 1 u 5112' 25 8.00' fORMBOARD SURVEY a, FIN. FLR. = 10.2S p (TOP OF FORMS) a I 9.00, 10.00' 4o D I o m cnm m � z, 15,33' o <zo E I �< m II I w ° O 54.33' z D -• 6 N 00 00 O I AV S 1 I FPL I PAD � 30.00, LIGHT �N43I9'35" o HAOLE 7.1 I POLE 19 HIM NOTES: 1.- REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND. SURVEYOR. 3. LANDS SHOWN HEREON ARE NOT, ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS; OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE LOT 13, HAVING A BEARING OF N43'59'35"E. 6. THE DESCRIP11ON SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED, 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. FLOOD ZONE: "X" & "AE"(ELEV.6'); FIRM PANEL NO. -1211CO406J;,COMMUNITY NO. 120285; DATE: FEBRUARY 16, 2012. LOMR-F CASE #14-04-5434A, DATE: AUGUST 26, 2014. 10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL, 4", ELEVATION= 2.60(NAVD 88). 11. PROPERTY ADDRESS: NW RADCLIFFE WAY CAULFIELD & WHEELER, 'INC. CIVIL ENGINEERING - LAND PLANNING t, 2' LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434 II' PHONE (560-392-1991 / FAX (56;1)-750-1452 PROPOSED 525 GAL PUMP 800 SF TRENCH REQUIRED PROPOSED 5 ROWS OF 14 QUICK4 STANDARD INFILTRATOR CHAMBERS 0 12 SF PER -CHAMBER 1,200 SF UNOBSTRUCTED AREA REQUIRED 1,400 SF PROVIDED I ALUM. RAILING - (TYP.) %k %7B F� 5� N I� J 197.44' i Z 8 � 012 852 4 �'1 N LOCA- NN MAP NOT M SCALE Np� SECiKM 25i MMI9NP 9 SOIIIK, RMW 40 FAST ry 44 43 14 tp14 RADCL[FFE WAY 42 � s 46 41 et p 17 a� aD 'per ,e 39 POND i FLOOD ZONE: "AE"(ELEV.6') 75' .... / / _ / ___ Iz l\s 319.21 x k' FLOOD ZONE:- FLOOD ZONE: '/AE'I LOT 14 ALUM. RESIDENCE FIN. FLR=10.67 RAILING GARAGE=10.02 (TYP-) / RIVERBEND LOT 13 BOUNDARY SURVEY 5T LUCIE COUNTY, FLORIDA DESCRIPTION: LOT 13, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 31,817 SQUARE FEET / 0.7304 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD: 07 13 18 RAL 3 5 8 REVISED FLOOD ZONE 12/6/17 TKM ADDED SEPTIC SYSTEM &PROP.FIN.FLR.ELEV. 12/1/17 CE REVISED BLDG (2 CAR SIDE LOAD GARAGE 9/21/17 CE REVISED BLDG PLACEMENT 8/28/17 CE PERMIT SKETCH 7/13/17 JS REVISIONS I DATE BY ae 3 27 36 37 a9¢ 28 pfi0 29 35 � 0 POND 34 31 33 32 NW TURNABOUT LANE A24 20 21 22 23 NW TURNABOUT LANE (n CA 1 Co (3) s m cn Z Em o 'm 220 m � .ZI SCANNED BY St Lucie CoEmfy CERTIFICATE I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON JULY 13, 2017. I FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. DAVE P. LINDLEY, P.L.S. REG. LAND SURVEYOR #5005 STATE OF FLORIDA - I.B #3591 DATE 7 13 17 SCALE 1"=20' FLD.BK. N/A CHECKED BY DPL PAGE N/A FILE NAME 65871_13 6587 7T.N 1 SHEETS i it i I. I u NORTH GRAPHIC SCALE 20 0 10 20 ( IN FEET ) P.0 STORM 6.58 1 30.12' DRAIN I z �o D 0 SET 5/8" IR/CAP LB 3591 D.E. — DRAINAGE EASEMENT I.P. — IROWPIPE L.A.E. — LIMITED ACCESS EASEMENT GONG. — CONCRETE G.V. — GAT_ VALVE L.M.E. — LAKE MAINTENANCE EASEMENT COV. — COVERED P.P. — POWtR POLE L.M.A.E. — LAKE MAINTENANCE ELEV. — ELEVATION BLDG. — BUILDING ACCESS EASEMENT ESIAL — EASEMENT N.R. — NOT RADIAL 00.00 DENOTES PROPOSED ELEVATION U.E. — UTILITY EASEMENT NO I.D.— NO IDENTIFICATION �...i— DIRECTION OF FLOW W.M. — WATER METER Y.D. — YARD DRAIN 0.00 DENOTES EXISTING ELEVATION FUR' — FLOOR FIN. FINISHED A/C — AIR CONDITIONER P.I. — POINT OF INTERSECTION - PROP. — PROPOSEDTYP*— C.B. — CATCH BASIN N G.V. — GATE VALVE P.C. —POINT OF CURVATURE TYPICAL P.C.0 —POINT OF COMPOUND CURVATURE R— RADIUS -+F.H. — FIRE HYDRANT P.R.C. —POINT OF REVERSE CURVE P.T. —POINT OF TRANSITION R..P. — RADIUS POINT ®— STORM MANHOLE O.E. — OVERHANG EASEMENT LP. — LIGHT POLE ©— SANITARY MANHOLE B.E. —BUFFER EASEMENT C.O. — CLEANOUT M.H. — MANHOLE (L — CENTERUNE O.R.B. — OFFICIAL RECORDS BOOK SAN. — SANITARY WATER SERVICE PG. — PAGE L. — ARC LENGTH ALUM. — ALUMINUM A — DELTA (CENTRAL ANGLE) P.C.P.—PERMANENT CONTROL POINT ■ P.R.M.—PERMANENT REFERENCE MONUMENT NOTE: y • IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. • DRIVEWAYS ARE FOR GRAPHIC PURPOSE ONLY AND NOT FOR CONSTRUCTION, �r LOT 12 Sc i-- W.M. I -------- --------° _ E (.. 1��4 . 59 ' 6.7 f—_ --I—Y.D. w ---------_ ---- PROPOSED $ 1.500 A/C SEPTIC TA w _197.4T '. 51.25' PAD _ 1 0 � \ J _0 o m D 0 s� D o c�z Q p Dx F m rn D Z s D 00 OD 30.00' — 6.90 01 68.00 � y W PROPOSED / 1 I —50.00' 525 GAL 1 1 A 2.00' 4.00' PUMP 197.44'--- T am 63.66' I 1 � J `0u n I z u ALEXANDRIA MODEL 6512 I m ELEVA110N A $ 1 m - -T —51.12' B.00'--- — 2 STORY —PROPOSED RESIDENCE I - GARAGE LEFT R61RED I 1 - o FIN.FLR=10.20 10:00' 800 SF TRENCH PRO POSED ROWS 9.00' rn OF 14 QUICK4 ST NDARD I o INFILTRATOR CHAMBERS f 0 12 SF PER C MDER 15.33' g 1,200 SF UNOBSTRUCTED f \ AREA REQUIRED u spy 11400 SF PROVIDED 25'---� -- 54.33' i I 75 SHOREUNE L PROTECTIN ZONE t77Z-7 / +—N43'59'35"E (N.R.) Z19.21' ��� 9.3 / .FFQ LOT 14 NOTES• 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. (DESCRIPTION: 3. -LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, LOT 13, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67, W OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N,A.V.D.) OF 1988: SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE LOT 13, HAVING A BEARING OF N43'59'35"E. CONTAINING 31,817 SQUARE FEET / 0.7304 ACRES, MORE OR LESS. 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED: SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR OF RECORD. PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. FLOOD ZONE: X; COMMUNITY PANEL NO. 120285'0406 J ;DATE: FEBRUARY 16, 2012. 10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 "2334 11DAL 4", ELEVATION= 2.60(NAVD 88). 11. PROPERTY ADDRESS: NW RADCLIFFE WAY CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING "+ LANDSCAPE ARCHITECTURE'- SURVEYING 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434 PHONE (561)-392-I991 / FAX (561)-750-I452 RIVERBEND LOT 13 BOUNDARY SURVEY 5T LUCIE COUNTY, FLORIDA ADDED SEPTIC SYSTEM&PROP, FIN. FLR.ELEV. 12/1/17 GE REVISED BLDG (2 CAR SIDE LOAD GARAGE) 9/21/17 CE REVISED BLDG PLACEMENT 8/28/17 CE PERMIT SKETCH 7/13/17 JS REVISIONS DATE BY 3 2 U 5 ] 10 8 9 5 11 12 a N LOCATION MAP NOT TO SCALE +LOR SEC110N A TONNSIOP 37 MO. RRNi 40 EAST T6 44 49 14 ttlo" 45 15 R1L. NAY 42 � 16 �P 46 41 1J: 17 47 4Aay }8 0 i 39 O 38 27 38 37 qq 28 29 35 30 POND 34 31 33 32 9W TURNABOUT LANE j01 c0 r n m L4 W Ni Z N O C m OD Z1 .0 ;K :0 e° /I j 11 19 � zB 26 9J 21 25 22 24 23 NW TURNABOUT LANE CERTiFlCATE. I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON JULY 13, 2017. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT ORIDA STATUTES 472.027. DAVID P. LINDLEY, F.L.S. REG. LAND SURVEYOR #5005 STATE OF FLORIDA — LB #3591 DATE 7 13 17 SCALE 1" FLD.BK. N/A CHECKED BY DPL PAGE N/A FILE NAME 65871L13 ly_ 6 587 >HT.NO. 1_ OF 1 SHEETS M C><D ��- NORTH'LL �- GRAPHIC SCALE r 20 0 10 20 `" Cl 0 c �U Of la Q) ( IN FEET) u LUJ � LO r^ P.C, o Sa M m c R z V CIW O STORM 30.12' DRAIN _ 0 _ 6.58 s. � I X O O O O O I D NO a-i g r T O A T D m r: C s lu D o m DD M T--Iz I' Z = r. II Jar D Z D 6 N Do aB 30.00' _ 6.90 HAN O� HOLE 2 STORY RESIDENCE 2ND FLR = 22.33 FIN.FLR= 10.00 GARAGE = 9.50 LOT 12 TYPICAL 0 SET 5/8" IR/CAP LB 3591 LEGEND D.E. - DRAINAGE EASEMENT I.P. - IRON PIPE LA.E. - LIMITED ACCESS EASEMENT CONC. - CONCRETE G.V. - GATE VALVE LM.E. - LAKE MAINTENANCE EASEMENT COV. - COVERED P.P. - POWER POLE L.M.A.E.. - LAKE MAINTENANCE ELEV. - ELEVATION BLDG. - BUILDING ACCESS EASEMENT ESMT. - EASEMENT N.R. - NOT RADIAL 00.00 DENOTES PROPOSED ELEVATION U.E. - UTILITY EASEMENT NO I.D.- NO IDENTIFICATION - DIRECTION OF FLOW W.M. - WATER METER Y.D. - YARD DRAIN 0-00_ DENOTES EXISTING ELEVATION FLR• - FLOOR A/C - AIR CONDITIONER P.I. - POINT OF INTERSECTION FIN. - FINISHED PROP. - PROPOSEDTYP: C.B. - CATCH BASIN N G.V. -GATE VALVE P.C. -POINT OF CURVATURE TYPICAL P.C.C. PONT-OF COMPOUND CURVATURE R- RADIUS tF.H. - FIRE HYDRANT - P.R.C. POINT OF REVERSE CURVE R..P. - RADIUS POINT ®- STORM MANHOLE P.T. -POINT OF TRANSITION O.E. - OVERHANG EASEMENT L.P. - LIGHT POLE ®- SANITARY MANHOLE B.E. - BUFFER EASEMENT C.O. - CLEANOUT M.H. - MANHOLE � - CENTERLINE O.R.B. - OFFICIAL RECORDS BOOK SAN. - SANITARY B> WATER SERVICE Pr. - PAGE L. - ARC LENGTH ALUM. - ALUMINUM A - DELTA (CENTRAL "ANGLE) P.C.P.-PERMANENT CONTROL POINT ■ P.R.M.-PERMANENT REFERENCE MONUMENT NOTE: • IMPROVEMENTS 5HOWN ARE PROPOSED UNLE55 OTHERWISE NOTED. • DRIVEWAYS ARE FOR GRAPHIC PURPOSE ONLY AND NOT FOR CON5TRUCTION. I ALUM. RAILING I (TYP.) o I FLOOD ZONE: m I 61 O 1 _ x k" 9.3 I - I.M.--------------_-- -e-N43059'35"E (N.R.) 315.59 N a o - - - - - -,- ^ - -�--� - - - - - -TRIM=S. ------------------- I I------------------- C0 PROPOSED A ( o CL 1.500 W.M. PAC , A/C SEPTIC TANK i-197.47' PROPOSED CLEANOUT P° PROPOSED 00' INV. -8.12 a 525 GAL 2.00' - 4.00' PUMP � ti N ALEXANDRIA MODEL 6512 n o w ELEVATION A 2 STORY A 8,00' PROPOSED RESIDENCE 12' GARAGE LEFT FlN.FLR=10.20 > c LOW FLR =9.70 800 SF TRENCH REQUIRED 9.00' iG.00' PROPOSED 5 ROWS i a OF 14 QUICK4 STANDARD o � � 4 INFILTRATOR CHAMBERS ti 0 12 SF PER CHAMBER 15.33' o z o 1,200 SF UNOBSTRUCTED > AREA REQUIRED N 1,400 SF PROVIDED 54.33' ,a. 9 3 ry o FPL PAD LIGHT N43"59'35" o x(N4R.) 711 POLE �� I I LOT 14 RESIDENCE 1 FIN. FLR.=10.67 GARAGE=10.02 LLK1LYi ' 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE LOT 13, HAVING A BEARING OF N43'59'35"E 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 8. ADDITIONS OR DELETIONS TO SURVEY' MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. FLOOD ZONE: 'X' & "AE"(ELEV.6'); FIRM PANEL NO. 1211CO406J; COMMUNITY NO. 120285; DATE: FEBRUARY 16, 2012. LOMR-F CASE #14-04-5434A, DATE: AUGUST 26, 2014. 10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", ELEVATION= 2.60(NAVD 88). 11. PROPERTY ADDRESS: NW- RADCLIFFE-WAY I CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING /ZEPHONE 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434 -(560-392-1991 / FAX (561)-750-1452 RIVERBEND LOT 13, BOUNDARY SURVEY 5T LUCLE COUNTY, FLORIDA 319. 12 -- FLOOD ZONE: ,. X„ i� I � i I 14 ti 10 ALUM. RAILING J (TYP-) 1 FL00>9ONE "AE"(ELEV.6') i 75' FLOOD ZONE:- AE"(ELEV.6') LOT 13, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 31,817 SQUARE FEET / 0.7304 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. 3 5 18 CE REVISED FLOOD ZONE 12/6/17 TKM ADDED SEPTIC SYSTEM&PROP. FIN. FLR.ELEV. 12/1/17 CE REVISED BLDG (2 CAR SIDE LOAD GARAGE) 9/21/17 CE REVISED BLDG PLACEMENT 8/28/17 CE PERMIT SKETCH -76-AT775YLjj 7/13/17 JS REVISIONS 2 1 6 7 LOCATION MAP B 9 °0L___NQT TO SOALE ry SEM A T0W19p 37 SOIIpL _RIME 4o EAST 5 O a 2 l4pt 43 14 45 15 RAY 42 q. 16 ? 46 47 41 c�F 17 40 A5 8 I h 39 O 35 27 M 37 Op4 25 paO 29 p 30 POND 34 31 33 32 R1 TURNABOUT LANE - I I n 20 26 a 9� 21 25 22 24 23 W TURNABOUT LANE 0 Ln "I Z Ln N3 C frl n m� �0 C "1 SCANNED OD _ By ut Lucie County j f.11sd, 5E16ACli l?�L, FRONT `]IGES CNF1 SID l RFA TT----_ ZNG. TEC CETIFICATE I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON JULY 13, 2017. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472027. DAVID P. LINDLEY, P.LS. REG. LAND SURVEYOR #5005 STATE OF FLORIDA - a #3591 DATE 7 13 17 SCALE 1"=20' FLD.BK. N/A CHECKED BY DPL PAGE N/A FILE NAME 65871_13 11 6587 11 11 OF 1 SHEETS iI