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HomeMy WebLinkAboutSURVEYt R=1030.00, Af 1-49' 0" P.C. L = 32.81' — 5' CONC.WALK i i i RADCLIFFE WAY r. R=1030.00' (60' RIGHT-OF-WAY) (20' ASPHALT) R=1060' p= 5-24'37- L =1 ti 3 --,WATER-vv.ww I 21 PAVER DRIVE & WALK COV..1 I o 21.40' 15.80' 6.00' DRAIN DRAIN — 2-STY.RESIDENCE U a o 2ND FIN.FLR: 23.66 a ci na RN.FLR=11.40 GARAGE=10.75 ""' 13.30' c v COV b PAVER LANAI c c 0 B.00' V O o a N O U 00' n io of n cu w n H.H. 27.50' PROP. A/C PAD 5' CONC.WALK I 66' I 4' ALUMINUM 4 FENCE (TYP.) n S 12' D.E. B 10' L.M.E. 83 ` S45'25'350E 100.02' W.M.T.-2 (WATER MANAGEMENT TRACT) GRAPHIC SCALE 20 0 10 20 ( IN FEET ) NORTH CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 110 BOCA RATON, FLORIDA 33434 RIVERBEND j LOT 42 — BOUNDARY SURVEY MIN. SETBACK-K(RE�Q. FRONT- FS j 1 4 SIDES CNR SID S REAR ZNG. Ptr TECH._ _ t, SCANNED BY St. Lucie County I�U3-oo87 SHEET 1 OF 2 DATE 10/9/15 F.B./ PG. N/A SCALE 1 "=20' JOB NO. 65A7 TYPICAL LEGEND NOTES FND. - FOUND F.H. - FIRE HYDRANT I.R./CAP - IRON ROD & CAP ELEC. - ELECTRIC '®. F.P.L-FLORIDA POWER & LIGHT O/S - BUILDING OFFSET EXIST. - EXISTING 0 SET 5/8 IR/CAP LB 3591 D.E. - DRAINAGE EASEMENT CONIC. - CONCRETE F.H. - FIRE HYDRANT I.P. - IRON PIPE • lea L.A.E. - LIMITED ACCESS EASEMENT COV. - COVERED G.V. - GATE VALVE L.M.E. - LAKE MAINTENANCE EASEMENT ELEV. - ELEVATION P.P. - POWER POLE L.M.A.E. - LAKE MAINTENANCE ESMT. - EASEMENT BLDG. BUILDING ACCESS EASEMENT DENOTES PROPOSED ELEVATION P.C. - POINT OF CURVATURE N.R. - NOT RADIAL NO I.D.- NO IDENTIFICATION �- DIRECTION OF FLOW U.E. -UTILITY EASEMENT W.M. - WATER METER Y.D. - YARD DRAIN O 0�_00 DENOTES EXISTING ELEVATION F-R. - FLOOR A/C - AIR CONDITIONER P.I. - POINT OF INTERSECTION FIN. - FINISHED C.B. - CATCH BASIN ,m P.C.P.-PERMANENT CONTROL POINT PROP. PROPOSED G.V. - GATE VALVE O.E. - OVERHANG EASEMENT - At-F.H. - FIRE HYDRANT "A B.E. - BUFFER EASEMENT R. RADIUSL R.P. - RADIUS POINT @- STORM MANHOLE O.R.B. - OFFICIAL RECORDS BOOK LP. - LIGHT POLE O - SANITARY MANHOLE PG. - PAGE L - ARC LENGTH C.O. - CLEANOUT M.H. - MANHOLE CL - CENTERUNE Q - DELTA (CENTRAL ANGLE) SAN. - SANITARY P.T. - POINT OF TRANSITION ■ P.R.M.-PERMANENT REFRENCE MONUMENT ALUM. - ALUMINUM NAVD88,- NORTH ^AMERICAN II LOCATION MAP II NOI TO SCALE SECTION A TOVSBP 37 SM RANGE 40 EAST * CAULFIELD & NO REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH A SURVEYOR'S SEAL. 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 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. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH EAST LINE LOT 42, HAVING A BEARING OF N4543'19"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; 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. LATITUDE: 2713'21.80"N , LONGITUDE: 8017'41.90"W DESCRIPTION: LOT 42, "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 18,837 SQUARE FEET / 0.4333 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 OCTOBER 9, 2015. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA k(*q'Wt( 05WSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. INC. #3591 SHEET 2 OF 2 CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES (/ AD - SUITE 110 BOCA RATON,OFLORIDA 33434 PHONE (560-392-1991 / FAX (561)-750-1459 RIVERBEND LOT 42 - BOUNDARY SURVEY PROPOSED POOL HOUSE 03 02 19 RAL UPDATE SURVEY 12 21 18 RFC FINAL SURVEY 9 6 16 TKM PERMIT SKETCH 10 9 15 JS REVISIONS DATE BY FILE NAME 6587L42.dw DATE PG. N/A SCALE 1"= JOB NO. i R=1030.00' °�30- P.C. L=32.81'- i i i 5' CONC.WALK LIGHT POLF RADCLIFFE WAY T030.00' A_534'05' L=100.10' _ (60' RICHT-OF-WAY) (20' ASPHALT) R=1060.00' B = 524'37° L = 69ry \WATER 10'U.E. YARD YARD _METER — ----- DRAIN DRAIN 0 7.50'I �0 21.95' PAVER DRIVE & WALK N COV.0 0 21.40' ,o ENTRY uQi 15.80' IN 6,00' I� 2-STYRESIDENCE 2ND FIN.FlR=23.66 FIN.FLR=11.40 GARAGE-10.75 5' CONC.WALK YARD DRAIN -ELEC H.H. °D oo Cd 00 — 13.30' 27.50' COV. PAVER o Lq SEPTIC w �3 0 TANK J17.50' N 19.33'-� x c� o v Z N M a c�i q* 00' 19.33' 7.50' Z ad PROP. A/C PAD I 4' ALUMINUM FENCE (TYP.) rno n 12' D.E. — — — — — — — — — — — — — — — — — — — — j — 10' L.M.E. 6 .3 S45'25'35'E 100.02' W.M.T.-2 SCANNED (WATER MANAGEMENT TRACT) BY St. Lucie County GRAPHIC SCALE �g II Y I�� RIECETVED 20 0 10 20 {� YuN t NOR APR PER `I IN FEET' ) }�. n �/ ST Lucie�County, Permlttln® ' g 1 LE C® r i (SHEET 1 OF 2 CAULFIELD &WHEELER, INC. REVISED^FINISH FLOOR ^^ 104/16/19 RAL 11 DATE 10/9/15 CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 90 D' 7900 GLADES ROAD - SUITE 110 BOCA RATON, FLORIDA 33434 PHONE (560-392-1991 / FAX (560-750-145 RIVERBEND LOT 42 — BOUNDARY SURVEY F.B. PG. N A SCALE 1 "=20, AX: ►s TYPICAL LEGEND NOTES I.R. CAP - IRONi ROD & CAP F.H. - FIRE HYDRANT / F.P.L.-FLORIDA POWER & LIGHT 0/S -BUILDING OFFSET u Q SET 5/8' IR/CAP LB 3591 D.E. - DRAINAGE EASEMENT '0+ L.A.E. - LIMITED ACCESS EASEMENT CO. COVERED CONCRETE L.M.E. - LAKE MAINTENANCE EASEMENT ELEV. - ELEVATION L.M.A.E - LAKE MAINTENANCE ACCESS EASEMENT ESMT. -EASEMENT 00.00 DENOTES PROPOSED ELEVATION P.C. - POINT OFI CURVATURE U.E - UTILITY EASEMENT w- DIRECTION OF FLOW W.M. - WATER METER Q 0�_00 DENOTES EXISTING ELEVATION. FLR. - FLOOR P.I. - POINT OF INTERSECTION FIN. - FINISHED P.C.P.-PERMANENT CONTROL POINT PROP. PROPOSED "a O.E. - OVERHANG EASEMENT TYP: TYPICAL B.F - BUFFER EASEMENT R. - RADIUS _ O.R.B. - OFFICIAL RECORDS BOOK R.P. - RADIUS POINT " PG. -PAGE LP. - LIGHT POLE CLEANUT — — — — — �+ � L - ARC LENGTH C.O. - jl A - DELTA (CENTRAL ANGLE) M.H. - MMANHOLE ` ® I ■ P,R.M.-PERMANENT REFRENCE MONUMENT SAN. - SANITARY ALUM. - ALUMINUM LOCATION MAP NOT TO SCALE STICM 25, TOP MV n SM. RANGE 40 EAST I H IlV� 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS SEALED WITH A SURVEYOR'S SEAL 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE SIGNATURE, AND THE ORIGINAL 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.O.) OF 1988. 5. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH EAST LINE ILOT 42, HAVING A BEARING OF N45.43'19"E. i 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. I 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; COMMUNITY PANEL NO. 120285 6406 J ;DATE: FEBRUARY 16, 2012. 10, BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334' TIDAL 4", ELEVATION= 2.60(NAVD 88). 11. LATITUDE: 2713'21.80"N , LONGITUDE: 8017'41.90"W 12, PROPERTY ADDRESS: 3045 N.W. RADCLIFFE WAY LOT 42, "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 18,837 SQUARE FEET / 0.4333 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY OF RECORD. CMTnFlCATE 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 OCTOBER 9, 2015. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD O f4SBf10T'E%04, L Sy�VEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. CAULFIELD & WHE�LEiibFUl,�W.- qCIVIL ENGINEERING - LAND PLANNING -7 LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 110 BOCA RATON, FLORIDA 33434 RIVERBEND ,LOT 42 - BOUNDARY SURVEY REVISED FINISH FLOOR ELEVATION FOR POOL H PROPOSED POOL HOUSE UPDATE SURVI FINAL SURVEY PERMIT SKETC REVISIONS 04/16/191 RAL 3 02 19 RAL 2 21 18 RFC 3616 TKM 0915 JS DATE BY FNDII- FOUND 'ELEC. -ELECTRIC I: EXIST. - EXIS7ING F.H! l- FIRE HYDRANT I.P:�- IRON PIPE G.V +,- GATE VALVE PA ;- POWER POLE BLDG. BUILDING N.RI t- NOT RADIAL NO I.D.- NO IDENTIFICATION Y.D.;'- YARD DRAIN A/6 '- AIR CONDITIONER C.B! - CATCH BASIN H G,V. — GATE VALVE t,F.H. - FIRE HYDRANT Q � - STORM MANHOLE QS = SANITARY MANHOLE (L - CENTERLINE o T - ornuT nc wamua n i i, SHEET 2 OF 2 DATE 10 9 15 DRAWN BY JS F:B. G. N/A SCALE 1"=20' JOB NO. 6.5,97 R =1030.00' °-9'30' P.C. L = 32 81'_ 5' CONC.WALK g1 7 6• �2'VALLEY GUTTER(TYP ) RADCLIFFE WAY — T R=1030.00' A= 5'34'05' L =100.10' — (60' RIGHT-OF-WAY) g C.B. (20' ASPHALT)91 1 R=1060.00, A= 524'37' L=100.09' 51 5' — CONC.WALK '--,WATER 10'U.E. YARD YARD YARD tt Chi _METER DRAIN DRAIN --- _ ----- f 3; fC�v DRAIN POLE --- — a ' — — — — — — — — — — — rC. K6J ELE Y. 7.50' PAVER �0 21.95 DRIVE k WALK N COV.L j 21.40' `` Gy- EN1RY S 15,80' , n 6.00 y co ^ . C4 I r; ✓`""'1 {�;3 R7 ^ - y 4')v 2-STY.RESIDENCE c� 2ND FlN.FLR: 23.66 d w 'o FlN.FLR=11.40{.is';• {(; d I GARAGE=10.75 �(`' _;'` ♦ zW ui 17.93' PAVERS r. cj� I ♦• o 13.30' COV. 27.50' v 7.50j 18,42' PpVER S SEPTIC W I m o 0 11.68' TANK N � r^ ^ 7.50' SAO' 19.33' ♦gg0 ♦♦ti0 M � � � o M � zo M 8'W 19.33' 7.50' Z I PROP- 1 SIaO111 1 IPAD I A/C P 6' 6' I 4' ALUMINUM ` FENCE (TYP.) II I I � Bs 10' L.M.E. S45'25350E 100.02' W.M.T.-2 GPOVID (WATER MANAGEMENT TRACT) cJ k coo\m GRAPHIC SCALE 20 0 10 20 I IN ( IN FEET) NORTH CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING %-`�) ;LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 110 4BOCA RATON. FLORIDA 33434 RIVERBEND LOT 42 - BOUNDARY SURVEY s " 06�© �qo3 lJl'�_ SHEET 1 OF 2 DATE 10/9/15 F.B./ PG. N/A SCALE 1"=9n' P c I, T --- F.H. — FIRE HYDRANT F.P.L—FLORIDA POWER & LIGHT O SET 5/8" IR/CAP LB 3591 LA.E. — UMI7EO ACCESS EASEMENT e,A L.M.E. — LAKE MAINTENANCE EASEMENT LM.A.E — LAKE MAINTENANCE ACCESSEASEMENT 00.00 DENOTES PROPOSED ELEVATION � DIRECTION OF FLOW ��� P-00 DENOTES EXISTING ELEVATION P.I. POINT OF INTERSECTION P.C.P.—PERMANENT CONTROL POINT e" " O.E. — OVERHANG EASEMENT B.E. — BUFFER EASEMENT „ O.R.B. — OFFICIAL RECORDS BOOK " PG. — PAGE L — ARC LENGTH A — DELTA (CENTRAL ANGLE) ■ P.R.M.—PERMANENT REFRENCE MONUMENT II N LOCATION MAP II NOT TO SCALE SEM M TOM19R 37 SWAT, RMIM 40 FAST I.R./CAP — IRON ROD & CAP O/S — BUILDING OFFSET D.E. — DRAINAGE EASEMENT CONC. — CONCRETE COV. — COVERED ELEV. — ELEVATION ESMT. — EASEMENT P.C. — POINT OF CURVATURE U.E — UTILITY EASEMENT W.M. — WATER METER FLR. — FLOOR FIN. — FINISHED PROP. PROPOSED TYP.— TYPICAL R. — RADIUS R.P. — RADIUS POINT L.P. — LIGHT POLE C.O. — CLEANOUT M.H. — MANHOLE SAN. — SANITARY ALUM. — ALUMINUM OYm- 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH A SURVEYOR'S SEAL. 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 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. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH EAST LINE LOT 42, HAVING A BEARING OF N4543'190E. 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; 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. LATITUDE: 2713'21.80"N , LONGITUDE: 80017'41.90"W 12. PROPERTY ADDRESS: 3045 N.W. RADCLFFE WAY DESCRIPTION: LOT 42, "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 18,837 SQUARE FEET / 0.4333 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CSTIFICA 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 OCTOBER 9, 2015. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIWL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. r, q REG. LAN DASURVEYOR; �5{ATE97FA11(�RVVE = 3 CAULF I ELD 8, O; '�� CIVIL ENGINE f`�Fip ®LNINING LANDSCAPE ARCHI75 ,x 3CJRVEYIN 7900 GLADES ROA -'SUITE 110 ',`{L' •+Q 3 BOCA RATON, FLORIDA 33434 RIVERBEND LOT 42 - SURVEY FND. — FOUND ELEC. — ELECTRIC E%IST. — EXISTING F.H. — FIRE HYDRANT I.P. — IRON PIPE G.V. — GATE VALVE P.P. — POWER POLE BLDG. BUILDING N.R. — NOT RADIAL NO I.D.— NO IDENTIFICATION Y.D. — YARD DRAIN A/C — AIR COND17IONER C.B. — CATCH BASIN NG.V. — GATE VALVE '*'F.H. — FIRE HYDRANT Q— STORM MANHOLE Q — SANITARY MANHOLE 6 — CENTERLINE SHEET'2 OF 2 DATE PG. N/A