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BOUNDARY SURVEY
ZONE ' "AE"(ELEV.6') ,0) N87055'30"W 127.8� - I MA SETBACK FROM 450 PUN 75.00' 450 TRA NORTH GRAPHIC SCALE 20 0 10 20 ( IN FEET ) RESIDENCE FlN.FLR=10.62 GARAGE=10.05 LOT 6 TYP. EMITTER LINES (10 0 25') > - 24" SEPERATION NETAFIM "VINYZENE FREE" MODEL #OSWRAM.9-12500 GPH TANK 0 SET 5/8" IR/CAP LB 3591 TYPICAL LEGEND D.E. - DRAINAGE EASEMENT I.P. = IRON PIPE L.A.E. - LIMITED ACCESS EASEMENT GONG. - 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 BLD& - BUILDING ACCESS EASEMENT ESMT. - EASEMENT N.R. - NOT RADIAL 00.00 DENOTES PROPOSED ELEVATION U.E. - UTILITY EASEMENT NO I.Or NO IDENTIFICATION ate.- DIRECTION OF FLOW W.M. - WATER METER Y,D.-- YARD DRAIN _D-00 DENOTES EXISTING ELEVATION F' - FLOOR FIN. - FINISHED A/C - AIR CONDITIONER P.I. - POINT OF INTERSECTION PROP. - PROPOSED C.B. - CATCH BASIN N G.V. - GATE VALVE P.C. - POINT OF CURVATURE P.C.0 - POINT OF COMPOUND CURVATURE TYP.- TYPICAL R. -RADIUS '+F•N' -FIRE HYDRANT P.R.C. -POINT OF REVERSE CURVE R.P. - RADIUS POINT a 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 rL - CENTERLINE O.R.B. - OFFICIAL RECORDS BOOK SAN. - SANITARY WATER SERVICE PG. - PAGE ALUM. - ALUMINUM L. - ARC LENGTH A - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT MAFL - MEAN ANNUAL FLOOD LINE ■ P.R.M.-PERMANENT REFERENCE MONUMENT NOTE: • IMPROVEMENTS 5HOWN ARE PPOP05ED UNLE55 OTHERWISE NOTED. • DRIVEWAY5 ARE FOR GRAPHIC PURP05E ONLY AND NOT FOR CONSTRUCTION TYP. 1" DISCHARGE LINE FROM (� �� HEADWORKS IN PUMP TANK I r. SB_-_2__ 1 _ h° TYP. 1" RECIRCULATION LINE BACK 1 - i'X' TO HEADWORKS IN PUMP TANK AEROBIC TREATMEN UNIT 6.9 AQUA AIR 80 (800 GAL) o 75.18' h m PROPOSED CLEANOUT 80. = 8.53 �� IINV. 0.67' 1033, AIR RELIEF VALVES GROUNDWATER X PROPOSED SOD SO FT DRIP 0.67' DRAINFIELD (10 LINES ® 25-) (FULLY SOD) 820 SF UNOBSTRUCTED GREEN OPEN AREA AND EFFLUENT SPLUME AREA. (FULLY SOD) N ^ FORMBOARD SURVEY FIN. FLR. = 10.24' (TOP OF FORMS) 0.67' 10.33' X 06L 0.67' 58.71' I 1 +I 1 N87055'30"W ZONE "X---------- 1 III 1 CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING 1 LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434 ^.----� PHONE (561)-392-1991 / FAX (561)-750-1452 PROP. A/C PAD S' of Co. F Data ove c Approved SOD NOTE: 4 SOD TO MATCH HOUSE LOT SODDING (BAHIA, FLORATAM OR ST. AUGUSTINE.) 6��� 1 10PN�5 7.94 arQ 3 / �• Ix (p 42.92' 165.66" I W.M. PROPOSED WATERLINE I LOT 4 II RESIDENCE 1 (UNDER CONSTRUCTION) I FIN. FUR, = 9.90 GARAGE = 9.56 \ RIVERBEND LOT 5 BOUNDARY SURVEY 5T LUCIE COUNTY, FLORIDA 8.15 \ CONST. TYPE CURB 389'29'28"E ��� 68.00' R P \ T \syg�A�•\�9/��r9 \ y 7.75 \ FORMBOARD SURVEY 1 18 RAL REVISED PER COMMENTS 3/5/18 CE ADDED PROP.SEPTIC SYSTEM & PROP. FIN.FLR.ELEV. 12/28/17 CE REVISED BLDG PLACEMENT 12/18/17 CE REVISED FLOOD ZONE 12/6/17 TKM PERMIT SKETCH 11 28/17 US REVISIONS IDATE BY N -0LOCATION MA� a 6 a s 10 NOT TO SCALE SECTION 25. TONNSHP 37 SUM, PANE 40 Ds T 2 4 - 12 b�Ok 6 ST 13 t 1 44 43 14 s 15 p 3 CLWF6 WAY 0.2 A. 16 \ 46 C� 1 at 42 as e4gr to 39 OND O38 -1 27 36 3] OO28 q 19 sO `9t+ p4' 29 f� 20 33 10, 30 �F POND 26 +1 21 34 31 25 22 33 32 24 23 NW TUIINAB011T LANE NW TUENAHOM LANE 4�E4X i - 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED MATH 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 SOUTH UNE LOT 5, HAVING A BEARING OF N87'55'30"W. 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. ADDRESS: 3014 NW RADCLIFFE WAY. LOT 5, "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 18,237 SQUARE FEET / 0.4187 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. 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 NOVEMBER 28, 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 472.027. DA- Q P. [INDLEY, P.I-S. REG. LAND SURVEYOR #5005 STATE OF FLORIDA - LB #a SCANNED BY Lucie county DATE 11 28 17 SCALE 1"=20' FLD.BK. N/A CHECKED BY DPL PAGE N/A FILE NAME 65871-5 6587 1 1 OF 1 SHEETS /7ia-©9(0 1 I 11 I I it 1 I' S 1 I� ZONE ZONE ' II "AE'(ELEV.6') 1 Z I _ I t NORTH GRAPHIC SCALE 20 0 10 20 ( IN FEET ) RESIDENCE FlN.FLR=10.62 GARAGE=10.05 I LOT 6 N87"55'30"W 127.84' 93 �o. 'O I TYP. EMITTER LINES (10 0 25') > 24" SEPERATION NETAFlM "VINYZENE IFREE" MODEL #DBWRAM.9-12500 GPH rs z _- SETBACK FROM MAFL 450 PUP TANK 450 TRA TANK AEROBIC TREATMEN UNIT 1 6x9 AQUA AIR 80 (800 GAL) b - Ld ds I - _ -75.1E � cDY II � � I II J' N I O_ 1 Il 111 I ZONE ' "AE"(ELEV.6') X) %• PROPOSED CLEANOUT 80.D0' ^iINV: =553 AIR RELIEF VALVES GROUNDWATER 11• PROPOSED 500 SO FT DRIP - DRAINFIELD (10 LINES 0 25') (FULLY SOD) 820 SF UNOBSTRUCTED GREEN OPEN AREA AND EFFLUENT PLUME AREA. (FULLY SOD) CD 5 MODEL 5524 a1 9 MOCKINGBIRD a ELEV. A PROPOSED RESIDENCE GARAGE LEFT I FIN. FLR: 10.2 LOW FLR.=9.7 11.On' I 1 I N87"55'30"W I 4--16 L.M:E. �I ZONE "X I II II CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING i LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (560-750-1452 OD' PI RopROP. ABC PAD 0 U a 0 d (N.R.) 165.66' PROPOSED WATERLINE LOT 4 RESIDENCE (UNDER CONSTRUCTION) FIN. FUR, = 9.90 GARAGE = 9.56 O SET 5/8" IR/CAP LB 3591 TYPICAL LEGEND D.E. - DRAINAGE EASEMENT I.P. - IRON PIPE L.A.E. - LIMITED ACCESS EASEMENT CONC. - CONCRETE G.V. - GATE VALVE L.M.E. ,- LAKE MAINTENANCE EASEMENT COV. - COVERED P.P. - POWER POLE LM.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.0 - POINT OF COMPOUND CURVATURE R. - RADIUS tF.H. - FIRE HYDRANT P.R.C. -POINT OF REVERSE CURVE P.T. - POINT OF TRANSITION R.P.P. - RADIUS POINT STORM MANHOLE O.E. - OVERHANG EASEMENT L - LIGHT POLE OS - SANITARY MANHOLE B.E. BUFFER EASEMENT C.O. - CLEANOUT M.H. - MANHOLE CL -CENTERLINE O.R.B. - OFFICIAL RECORDS BOOK - PG. PAGE SAN. - SANITARY R> WATER SERVICE L - ARC LENGTH ALUM. - ALUMINUM - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT MAFL -MEAN ANNUAL FLOOD LINE N P.R.M.-PERMANENT REFERENCE MONUMENT NOTE: • IMPROVEMENT5'5HOWN ARE PROPOSED UNLE55 0THERW15E NOTED. • DRIVEWAYS ARE FOR GRAPHIC PURPOSE ONLY AND NOT POR CONSTRUCTION TYP. 1" DISCHARGE LINE FROM HEADWORKS IN PUMP TANK TYP. 1" RECIRCULATION LINE BACK TO HEADWORKS IN PUMP TANK RIVERDEND LOT 5 BOUNDARY SURVEY ST LUCIE COUNTY, PLORIDA SOD NOTE: 4 SOD TO MATCH HOUSE LOT SODDING (BAHIA, FLORATAM OR ST. AUGUSTINE.) _ _. - _ _ A9 / C'p 5 alp% 8.71 ti�npi 8 ,1 / �� 20 P�NNL 7.94 8.46 �. 8.63 V �F 8.16 \\ GV 8.25co \ CONST. TYPE \ "D" CURB S89'29'28"E W.M. 68.00' R.P. I T� \\ 7.75 \\ 7.72 REVISED PER COMMENTS 3/5/18 CE ADDED PROP.SEPTIC SYSTEM & PROP•FIN.FLR.ELEV. 12/28/17 CE REVISED BLDG PLACEMENT 12/18/17 CE REVISED FLOOD ZONE 12/6/17 TKM PERMIT SKETCH 11/28/17 JS REVISIONS DATE BY N ATION MAP s � 3 a 9 0 OT TO SCALE 2 11 N°,py SECTION 2f5, MMSHP 37 97M RANGE 40 EAS7 T 12 4 °94 13 1 44 43 14 <Lc4 as is RAROLIFWE WAY 42 16R 1 47 46 41 A� 17 as 'Aq7, to 39 ONO O38 sG4' 27 36 3J O C 2R ?_ r� 19 29 n 20 YJc 35 30' y. POND 2b 21 34 31 25 22 33 32 NW TURNABOUT LANE 24 23 - _ _ _ NW TURNAEOUT LANE AGE A 11..��R"EEPRODUCTIONS 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 SOUTH LINE LOT 5, HAVING A BEARING OF N87'55'30"W. - 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. ADDRESS: 3014 NW RADCLIFFE WAY. LOT 5, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67, PAGES 36 TI ROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 18,237 SQUARE FEET / 0.4187 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERnFICATE: 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 NOVEMBER 28, 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 472.027. File Copy -4j_ SCANNED DAVID P. LINDLEY, P.L.S. BY REG. LAND SURVEYOR #5005 STATE OF FLORIDA - LB #3591 BATE 11 28 17 SCALE 1 "=20' FLD.BK. N/A CHECKED BY DPL PAGE N/A FILE NAME 65871-5 IF 6587 1 SHT.NO. 1 OF 1 SHEETS 1. REtPRODUCTIONS 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 SOUTH LINE LOT 5, HAVING A BEARING OF N87'55'30"W. 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" AND "AE"(EL.6'); COMMUNITY PANEL NO. 120285 0406 J; DATE: FEBRUARY 16, 2012. 10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: '872 2334 TIDAL 4", ELEVATION= 2.60(NAVD 88). 11. ADDRESS: 3014 NW RADCLIFFE WAY. CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 100 „I BOCA RATON, FLORIDA 33434 PHONE (560-392-1991 / FAX (561)-750-1452 TYPICAL LEGENl2 O SET 5/8" IR/CAP LB 3591 D.E. — DRAINAGE EASEMENT I.P. — IRON PIPE L.A.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 ..�- DIRECTION OF FLOW W.M. - WATER METER Y.D. - YARD DRAIN 0�00 DENOTES EXISTING ELEVATION FUR. - FLOOR A/C - AIR CONDITIONER P.I. - POINT OF INTERSECTION FIN. - FINISHED PROP. - PROPOSED C.B. - CATCH BASIN HG.V. - GATE VALVE P.C. - POINT OF CURVATURE P.C.0 - POINT OF COMPOUND CURVATURE TYP.- TYPICAL tF.H. -FIRE HYDRANT P.R.C. -POINT OF REVERSE CURVE R. - RADIUS R.P. - RADIUS POINT STORM MANHOLE P.T. - POINT OF TRANSITION - OVERHANG EASEMENT L.P. - LIGHT POLEO.E. OS -SANITARY MANHOLE B.E. BUFFER EASEMENT C.O. - CENTERLINE . O.R.B. - OFFICIAL RECORDS BOOK O E SAN. - SANITARY WATER SERVICE PG. - PAGE L. - ARC LENGTH ALUM. - ALUMINUM - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT A MAFL -MEAN ANNUAL FLOOD LINE P.R.M.-PERMANENT REFERENCE MONUMENT NOTE: • IMPROVEMENT5 5HOWN ARE PPOP05FD UNLE55 OTHERWISE NOTED. • DRIVEWAY5 ARE FOR GRAPHIC PUPP05E ONLY AND NOT FOR CON5TRUCTION TYP. 1" DISCHARGE LINE FROM HEADWORKS IN PUMP TANK TYP. 1" RECIRCULATION LINE BACK TO HEADWORKS IN PUMP TANK RIVERBEND LOT 5 BOUNDARY 5URVEY 5T LUCIE COUNTY, PLORIDA SOD NOTE: SOD TO MATCH HOUSE LOT SODDING (BAHIA, FLORATAM OR ST. AUGUSTINE.) R.P. N 6 7 LOCATION MAP 3 6 9 10 NOT TO SCALE 11 40 gill 25, T01N9W 37 %UIK, RANM b DiST 2 12 �q0* 4 13 11 1 44 43 14 4U04 4s s BADCL4TB WAY 42 � 16 Q46 41 17 47 40 +4i i6 39 ONo O36 JG4 27 36 37 p4 2e 19 29 20 35 30 6 POND 26 vy 21 34 31 2S 22 33 32 Nx TORNABODT 1AN1 —_ 24 23 ______ _____ NW TVR OW 1ANE 1 NORTH GRAPHIC SCALE 20 0 10 20 ( IN FEET ) LOT 5, "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 18,237 SQUARE FEET / 0.4187 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY OF RECORD. 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 NOVEMBER 28, 2017. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORI61W@kRD OF P AL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.021 Jd ADDED PROP.SEPTIC SYSTEM & PRC)P.FIN.FLR.ELEV. 12/28/17 CE REVISED BLDG PLACEMENT 12/18/17 CE PERMIT SKETCH 11/28/17 JS REVISIONS DATE BY SCANNFEQ BY DAVID P. LINDLEY, P.L.S. SiLU.CI@Cat1R�"J REG. LAND SURVEYOR #5005 STATE OF FLORIDA - LB #3591 File CO DATE 11 28 17 SCALE 1"=20' FLD.BK. N/A CHECKED BY DPL PAGE N/A FILE NAME 65871-5 11 6587 11 SHT.NO. 1 OF 1 SHEETS