The URL can be used to link to this page

Home My WebLink AboutBOUNDARY SURVEYNm- 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS SEALED WITH AN EMBOSSED SL RVEYOR'S SEAL. 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THI ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNER$HIP, OR OTHER INSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM 01 19118 (NAVD88). 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH EAST LINE LOT 16, HA 4NG A BEARING OF N43*59'35"E. 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD NTH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDA11ONS WERE NOT LOCATED. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PAR IES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. FLOOD ZONE: "Xo & "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 LLICIE COUNTY: m872 2334 TIDAL 4, ELEVATION= '.60. 11. ADDRESS: 3054 NW RADCLIFFE WAY. 10, 10, 7.4 1(y U.E. �o LCL C-) Ln m p CA CO.,F Z; 46.1 E� 44.8V 41-BS 40.04! 41-10' NOTE: 9 lMPPOVIfIVlffNT55hOWN ARE PPOP05ED UNLE55 OTHEPW15ff NOTED. C/�IJLFIELD & WHEELER, INC. (,N CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 33434 PHONE (560-392-1991 / FAX (560-750-1452 15.33' 9 9.00 Do 8 .00. .00, 45,0 0 SET 5/B' IR/CAP LB 3591 TYPICAL LEGEND 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 GOV. COVERED P.P. POWER POLE L.M.A.E. - LAKE MAINTENANCE ELEV. ELEVATION BLDG. - BUILDING ACCESS EASEMENT ESMT. EASEMENT N.R. - NOT RADIAL <9§�) DENOTES PROPOSED ELEVATION U.E. UTILITY EASEMENT NO I.D.- NO IDENTFICATION � DRECTION OF FLOW W.M. WATER METER Y.D. - YARD DRAIN 0.00 oENoTEs E)asnNG ELEVATION FLR. - FLOOR A/C - AIR CONDITIONER P.I. - PONT OF INTERSECTION FIN. - FINISHED PROP. - PROPOSED C.B. - CATCH BASIN 104G.V. - GATE VALVE P.C. - POINT OF CURVATURE P.C.0 - POINT OF COMPOUND CURVATURE TYP.- TYPICAL R - RADIUS *F.H. - FIRE HYDRANT P.R.C. - POINT OF REVERSE CURVE R*P - RADIUS POINT (P)- STORM MANHOLE P.T. - PONT OF TRANSITION O.E. - OVERHANG EASEMENT i:�' - LIGHT POLE SANITARY MANHOLE B.E. - BUFFER EASEMENT C.0, - CLEANOUT M.N. - MANHOLE rL - CENTERLINE O.R.B. - OFFICIAL RECORDS. BOOK SAN. - SANITARY WATER SERVICE PC. - PAGE L - ARC LENGTH ALUM. - ALUMINUM A - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT NAVDBB - NORTH AMERICAN 0 P.R.M.-PERMANENT REFERENCE MONUMENT VER71CAL DATUM OF 1988 R/W - RIGHT-OF-WAY 6 7 10 2 4 13 43 14 45 RADCLWn WAY 42 47 Q 39 I LOCA n- 6W-M A-P 1 NOT TO SCALE SEM 2r% W§44P-37MM RMCE 40 EIS! 0% 16 17 38 27 36 37 28 is 20 20 35 m P�D 26 21 34 31 25 22 24 23 LOT 14 RESIDENCE FIN. FLR.=10.67 GARAGE=10.02 FLOOD ZONE: "AEP(ELEV.6') FLOOD, ZONE: Z� 9.4 315.7,V N43*59'35"E ALUMINUM RAIL 6.4 7.4 204-07' BERM OD C3 %33' SWALE 0% 0 rrI rn L�75 SHORELINE PROTECTION ZONE PI a! 10.00! OD FORMBOARD SURVEY 575 sF TRENCH REQUIRED FIN. FLRL = 10.57' PROPOSED 3 ROWS OF lo, D.E. (TOP OF FORMS) 19 QUICK4 STANDARD INFILTRATOR CHAMBERS 0 12 SF PER 04AMBER PROPOSED 975 SF UNOBSTRUCTED 1.350 SEPTIC AREA REQUIRED 206.63' TANK i,2oo SF PROVIDED LTI C:) 64.00' 4- ;� 7:1 Lyl C% rn I AD 31109' N43659'35"E PROPOSED FLOOD ZONE: �450 GAL "AE"(ELEV. 6') uump"AL FLOOD ZONE: Rx. LOT 16 DESCRIPTION FORMBOARD SURVEY LOT 15, -RIVERBEND', ACCORDING TO THE PLAT THEREOF, AS RECORDED IN FIN.FLR=10.87 PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST (TOP OF FORMS) WCIE COUNTY, FLORIDA RIVERDEND LOT 15 5OUNDARY 5URVEY 5T LUCIE COUNTY, I'LOPIDA SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 31,350 SQUARE FEET / 0.7197 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RiGHTS—OF—WAY OF RECORD. FORIVIOARD SURVEY 07/18/18 RAL REVISED PER COMMENT 1/19/18 CE REVISED FLOOD ZONE I 12/6/17 TKM ADFE—D PROP.SEPTIC SYSTEM & PROP.FIN. FLR.ELEV. 12/l/17 CE REVISED MODEL 10/26/17 NO PERMIT SKETCH 6/11/17 TKM REVISIONS FE-1-1�7 I A NORTH GRAPHIC SCALE 20 0 10 20 IN FEFT 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 DIREC11ON ON JUNE 11, 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. DAVID P. LINDLEY, P.L.S. REG. LAND SURVEYOR #5005 STATE '617- FLORIDA — LB #3591 DATE 6/11/17 SCALE 1"=20'- FLD.BK. N/A CHECKED BY TKIVI PAGE N/A FILE NAME 65871-15 6587 SHT,NO. OF 1 SHEETS a A I - . - . . I mmm"� R= I 1 . REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2, SURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD 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 OF 1988 (NAVD88). 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH EAST LINE LOT 16, 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 DELE11ONS 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. 11. ADDRESS: 3054 NW RADCLIFFE WAY. 10' 30.1 7�22 (3� ;o c� gn -3w 'Q Q CL Fa 0 tn BA"OOD PLA 7.4 240 P ld U.E. Ln Lill rn CA co 46,18� 44.89' 41.8s 40.04� 41,16 NOTE: * IMPROVEMENTS SHOWN ARE PPOP05ED UNLE55 OTHERW15E NOTED. CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING SUITE 100 7900 GLADES ROAD BOCA RATON, FLORIDA 33434 PHONE (5610-392-1991 / FAX (5610-750-1452 0 SET 5/8" IR/CAP LB 3591 TYPICAL LEGEND D.E. - DRAINAGE EASEMENT LIP. IRON PIPE L.A.E. - LIMITED ACCESS EASEMENT CONIC. - CONCRETE G.V� GATE VALVE L-M.E. - LAKE MAINTENANCE EASEMENT COV. COVERED p f� POWER POLE L.M.A.E. - LAKE MAINTENANCE ELEV. - ELEVATION BCOG. - BUILDING ACCESS EASEMENT ESMT. - EASEMENT NA- - NOT RADIAL DENOTES PROPOSED ELEVATION U.E. UTILITY EASEMENT NO I.D.- NO IDENTIFICATION DIRECT10N OF FLOW W.M. WATER METER yff - YARD DRAIN 0.00 DENOTES EXISTING ELEVATION FLR. FLOOR A/C - AIR CONDITIONER P.L - POINT OF INTERSECTION FIN. FINISHED PROP. - PROPOSED C.g, - CATCH BASIN P�C. POINT OF CURVATURE TYP TYPICAL p4G.V. - CATE VALVE P.C.0 POINT OF COMPOUND CURVATURE R. - RADIUS -10-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 L.P. - LIGHT POLE SANITARY MANHOLE B.E. - BUFFER EASEMENT C.O. - CLEANOUT CENTERILINE O.R.B. - OFFICIAL RECORDS BOOK M.H. - MANHOLE SAN. - SANITARY WATER SERVICE PG. - PAGE L. - ARC LENGTH ALUM. - ALUMINUM A - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT NAVD88 - NORTH AMERICAN MP.R.M.-PERMANENT REFERENCE MONUMENT VERTICAL DATUM OF 1988 R/W - RIGHT-OF-WAY 6 7 10 8 9 5 11 2 12 4 13 44 43 1 45 z RADCLE!" WAY 42 41 47 40 1 LOT 14 RESIDENCE FIN. FLR.=10.67 GARAGE=10.02 FLOOD ZONE: ---- "AE"(ELEV.6') FLOOD ZONE: X 9 N43-59 35"E ALUMINUM RAIL 315.74 6.4 7.4 50 204.07 CL I BERM 54.3S SWALE - > o 15.33' 0 10.00' 9.00, L�75 SHORELINE PROTECTION ALEXANDRIA MODEL 6512 ELEVATION 6 8.00, 2 STORY 575 SF TRENCH REQUIRED PROPOSED RESIDENCE PROPOSED 3 ROWS OF lo, D.E. GARAGE RIGHT 19 QUICK4 STANDARD FINTUR=10-50 INFILTRATOR CHAMBERS 0 12 SF PER CHAMBER PROPOSED 975 SF UNOBSTRUCTED 2.00' 1.350 AREA REQUIRED 206.63' SEPTIC 1,200 SF PROVIDED TANK p 64.00' > D Ct PROPOSED 312.09 7.4 N43@59'35*E 450 GAL FLOOD ZONE: FLOOD ZONE: "AE"(ELEV.6') �Puump""L� 11 11 LOT 16 DESCRiPlION FORMBOARD SURVEY LOT 15, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN FINTUR=10.87 PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST (TOP OF FORMS) LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 31,350 SQUARE FEET / 0.7197 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. RIVERDEND LOT 15 BOUNDARY 5URVEY 5T LUCIE COUNTY, I'LOKIDA REVISED PER COMMENT 1/19/18 CE REVISED FLOOD ZONE 12/6/17 TKM ADDED PROP.SEPTIC SYSTEM & PROP. FIN. FLR. ELEV. 12/l/17 CE REVISED MODEL 10/26/17 �TO— PERMIT SKETCH 6/11/17 TKM REVISIONS DATE BY 0 39 LOCAMN AP NOT TO SCALL- 40 SEC11011 2% TONS* g 16 17 18 38 op 27 36 37 28 29 5 30 POND 34 31 33 32 to 6 d ;o -4 I;r, e-; Cl% rn -4 rn 70 70 " 20 26 21 25 22 2423 " Tu�aow � A NORTH GRAPHIC SCALE 20 0 10 20 IN FEET 4w ;46- - Ln Sims 00, CBTIFICATE 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 JUNE 11, 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 41 7 1. 0 2 7. dooft� if DAVID P. LINDLEY, P.L.S. REG. LAND SURVEYOR #5005 STATE OF FLORIDA — LB #3591 DATE 6/11/17 SCALE 1 "=20' .FLD.BK. N/A CHECKED BY TKM PAGE N/A FILE NAME 6587IL15 6587 SHT.NO. OF 1 SHEETS A 4 Ell A a 9 s mm 1. WPRODUCTIONS OF THIS SKETCH -ARE NOT VAUD UNLESS SEALED NTH AN EMBOSSED SURVEYOR'S SEAL 2. §IURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD WTHOUT THE SIGNATURE AND THE ORIGINAL RASED SEAL OF A FILORIDA UCENSED PROFESSIONAL LAND SURVEYOR. 3. ONDS SHOWN HEREON ARE NOT ABSTRACTED FOR -RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHIR INSTRUMENTS OF ffCORD. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD�B). 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE,SOUTH EAST LINE LOT 16, HAVING A BEA ING OF N43'59'35"E. 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD NTH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. B. 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. PROPERTY SITUATED IN FLOOD ZONE: "Xo AND "AE"(EL6); COMMUNITY PANEL NO. 120285 0406 J; DAfE: FEBRUARY 16, 2012. io. BENCH MARK: 11DAL BENCH MARK, ST LUCIE COUNTY: 0872 2334 TIDAL 4", ELEVATION= 2.60. ii. ADDRESS: 3054 NW RADCLIFFE WAY. 7.4 30.11' 7.2 46.15 Ln 44.BY� rn 41.16- 7.56 "1 7 ccc -0 B NOTE: * IMppOV`jfMENT5 5HOWN ARE PKOP05ED UNLE55 OTtIERW15E NOTED. AULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE loo BOCA RATON, FLORIDA 3343�, PHONE (560-392-1991 / FA� (560-750-1452 a- m N43659'35"E Ltd k� fXANDRIA MODEL 6512 ELEVATION 8 2 STORY PROPOSED RESIDENCE GARAGE RIGHT FIN.F.13=10-50 SEPTIC TANK 54.01Y N,3*559'WE .ALiZO Ll 0 SET 5/8"AR/CAP US 3591 TYPICAL LEGEND D.E. - DRAINAGE EASEMENT Lp, IRON PIPE L.A.E. - LIMITID ACCESS EASEMENT CONIC. - CONCRETE G.V. GATE VALVE L.M.E. - LAKE MAINTENANCE EASEMENT COV. - COVERED p.p. POWER POLE L.M.A.E. - LAW MAINTENANCE ELEV. - ELEVATION BLDG, = BUILDING ACCSS EASEMENT ESMT. - EASEMENT N.R. � NOT RADIAL DENOTIS PROPOSED ELEVATION I.I.E. UTILITY EASEMENT NO 1.1),= NO IDENTIFICATION DIRECION OF FLOW W.M. FOA& METER Y.D. YARD DRAIN 0.00 DENOTIS EXISTING ELEVATION FUR. Lo A/C � AIR CONDITIONER P.I. - POINT C' INTERSECTION FIN. FINISHED PROP, - PROPOSED C.B. � CATCH BASIN P.C. - POINT OF CURVATURE TYP.- TYPICAL "G.V, - GATE VALVE P.C.0 POINTOF COMPOUND CURVATURE R. - RADIUS -tF.H. - FIRE HYDRANT P.R.C. POIN" OF RE VERSE CURVE P.T. - POINT IF TRANSITION -R.P. - RADIUS POINT (p)- STORM MANHOLE D.E. - OVERIKING EASEMENT L.P. - LIGHT POLE SANITARY MANHOLE BE. - BUFFEF EASEMENT C.O. - CLEANOUT MX MANHOLE CENTERUNE O.R.B. - OFF14AL RECORDS BOOK PG. - PAGE SAN. SANITARY WATER SERMCE L. ARC LEPGTH ALUM� ALUMINUM A DELTA (CNTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT NAVDBB - NaTH AMERICAN 0 P.R.M.-PERMANENT REFERENCE MONUMENT VERTCAL DATIM OF 1988 R1W - RIGHT-OF-WAY LOT 14 .4 315.74! _�204.07` BERM SINALE 0 L 00 C A �-m- N MA-97 3 NOT TO SCALE D 5 IV, 0110125, MOM 37 SM FMIM EkST 2 12 ON ll�� 13 1 14 44 43 45 z ��Rommm WAY 42 16 47 46 41 17 18 39 ON 38 27 1 37 19 29 20 35 30 pbNo 26 21 34 31 � 25 22 33 32 ... .... 24 23 SIOREUNE pROTECTION ZONE- 75! ?5 SF TRENCH REQUIRED- 4- ROPOSED 3 ROWS OF IV D.E. M I QUI*4 STANDARD FILTRATOR CHAMBERS N 12 SF PER CHAMBER F5 SF' UNOBSTRUCTED lEA REQUIRED OBAS 200 SF PROVIDED 31 PROPOSED 450 GAL PUMP Ly DIESCRIP71ION LOT 15, "RIVERBEND", ACCORDING TO THE PLAT EOF, AS RECORDED IN PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE BLIC RECORDS OF ST KNteDENE -�OT 15,1' BOUNDAKY E-'�D\VEy 5T LUCIE CCXJNT`YFL0RIDA ........... I ..... LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORID CONTAINING 31,350 SQUARE FEET / 0.7197 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. ADDED PROP.SEPTIC SYSTEM & PROP. FIN. FLR.EL_ E—V P12 1 7 /1 /1 CE REVISED MODEL 10 1 IL02/26F/77 R3 PERMIT SKETCH 1 6/11/17 TKM I REVISIONS T DATEJBY NORTH GRAPHIC SCALE 20 0 10 20 I m I IN FEET oD 0 C3 Cli rr' 00 (f) 0� 00. Irm CERITICATE 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 JUNE 11, 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. DAVID P. LINDLEY, P.L.S. REG.LAND SURVEYOR #5005 STATE OF FLORIDA - LB 13591 DATE 6/11/17 SCALE 1"=20' FLD.BK. N/A CHFCKED BY TO PAGE N/A FILE NAME 65871_15 6587 NO. I SHEETS) I r A a a