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HomeMy WebLinkAboutSURVEY - VOIDa — DELTA (CENTRAL ANGLE) LEGEND O/S — BUILDING OFFSET It A/C A.K.A. — CENTER LINE — AIR CONDITIONER — ALSO KNOWN AS O.R.B. P.B. P.I. — OFFICIAL RECORD BOOK — PLAT BOOK — POINT OF INTERSECTION • . ,,, • . • ALUM. — ALUMINUM P.O.B. — POINT OF BEGINNING i • B.E. C.B. — BUFFER EASEMENT — CATCH BASIN P.O.C. INV. — POINT OF COMMENCEMENT — PAGE(S) . • • • • • • C.O. ® — CLEANOUT P.R.M. ■ — PERMANENT REFERENCE MONUMENT • • • CLF — CHAIN LINK FENCE PROP. — PROPOSED �!� ,_�: I CONC. — CONCRETE R. — RADIUS • COV. — COVERED R/W — RIGHT—OF—WAY • • • D.E. — DRAINAGE EASEMENT RGE. — RANGE • • • • • • • ELEC. — ELECTRIC S.E. — SANITARY EASEMENT ELEV. EQUIP. — ELEVATION — EQUIPMENT SEC. SO. FT. — SECTION — SQUARE FEET • • • • •r • ESMT. — EASEMENT TWP. — TOWNSHIP EXIST. F.H. F.P.L. _ EXISTING — FIRE HYDRANT — FLORIDA POWER & LIGHT TYP. U.E. W.E. — TYPICAL — UTIUTY EASEMENT — WATER EASEMENT FIN. — FINISHED W.M. p . — WATER METER FLR. — FLOOR 00.00 — DENOTES PROPOSED ELEVATION FND. — FOUND 0.00 — DENOTES EXISTING ELEVATION G.V. N — GATE VALVE .r — DIRECTION OF FLOW Z H.H. — HAND HOLE ® — DRAINAGE MANHOLE LOCATION MAP I.R./CAP — IRON ROD & CAP 0 — IRRIGATION CONTROL VALVE IRR. — IRRIGATION — oHw — — OVERHEAD WARES NOT TO SCALE L - ARC LENGTH ® - SANITARY MANHOLE L.A.E. - LIMITED ACCESS EASEMENT o - SET 5/8• IR/CAP LB 3591 L.P. 1[ - LIGHT POLE -Q- - SIGN M.E. MAINTENANCE EASEMENT / S. M.H. RIM = 22.54' ' NOTES• 1. ANY REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL. 2. THIS SURVEY MAP, OR ANY COPIES THEREOF, ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 3. THE LANDS, AS SHOWN HEREON, WERE NOT ABSTRACTED FOR RIGHT—OF—WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENT OF RECORD. 4. THE ELEVATIONS, AS SHOWN HEREON, ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, TO CONVERT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, SUBTRACT 1.50 FEET . 5. BEARINGS SHOWN HEREON REFER TO RECORD PLAT AND ASSUMES THE NORTH LINE OF LOT 22, AS N89'46'25"W. 6. THE DESCRIPTION, AS SHOWN HEREON, IS IN ACCORD WITH THE INSTRUMENT 0 RECORD. 7. ANY UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 8. -ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING P , OR PARTIES, IS PROHIBITED, WITHOUT WRITTEN CONSENT OF SAID SIGNING PA , OR %PARTIES FLOOD 20" "; FIRM MAP NOgDDZ)0 COMMUNITY NO. 120285; DATED: 02/16/2012. 10. BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT "C 167" ELEVATION = 20. 7' 11. PROPERTY ADDRESS: 5304 OAKLAND LAKE CIRCLE GRAPHIC SCALE a LOT 22, "OAKLAND. LAKE ESTATES P.U.D.", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 60, PAGES 14 AND 15, OF THE PUBLIC RECORDS OF ST. LUCIE, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 5,698 SQUARE FEET OR 0.1308 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY OF RECORD. CERIIFlCATE I; HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON SCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY DGE AND BELIEF, AS SURVEYED UNDER MY DIRECTION, ON MARCH 2 , 8. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STAN S OF PRACTICE SET FORTH IN CHAPTER 5J-17, ADOPTED BY THE ORID OARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT FL STATUTES 472.027. NOTE: DAVID P. LINDLEY, P.L.S. • IMPROVEMENT5 5HOWN ARE PROPOSED UNLE55 OTHERWISE NOTED. REG. LAND SURVEYOR #5005 SHEET 1 OF 1 • DRIVEWA15 5HOWN HEREON ARE FOR GRAPHIC PURP05E ONLY AND NOT POR CON57,UCTION. STATE OF FLORIDA — LB #3591 CAULFFI D & WHEELER, INC. CIVI GINEERING - LAND SURVEYING 900 GLADES ROAD - SUITE 100 RATON, FLORIDA 33434 �-.... HONE 1991 / FAX (561)-750-1452 IILOT 22 OUNDARY SURVEY 1 II PERMIT SKETCH 03/28/18 RAL REVISIONS DATE BY FILE NAME 7751—XLOT22.dw DATE 03 28 18 DRAWN BY RAL F.B. PG. N/A SCALE 1" = 20' JOB NO. 7751 oNo evv Iv 4� 0 � 00 N�00 Ron v � 000 000 ov o0 0 oE00006O�00�vv0 LOCATION MAP oz NOT TO SCALE N ck Z CID7.5' a co U.E. CA = 00 c0 N 01 �225t3� U; F.P.L. 22.6 W.M. 0 25.00' r— o X 15.00' Z .. p n r 0 .?ate Q v oil -4 v `Y .0 LOT 21 N00419'54"E ' 46.00' ii y ft 17 , 1.33, ^� rl GG' ' o0 0.67 sw 22.70 Op, �V / / SAN. C.O. . M.H. �003, i3 067' / RIM 22.7 c\ 22.54' -0- 1.6 D.M.H. 22.9 RIM = F.H. 22.78' s� �_ _ �J A DELTA (CENTRAL ANGLE) -T�= O/S — BUILDING OFFSET (L — CENTER LINE O.R.B. — OFFICIAL RECORD BOOK A/C — AIR CONDITIONER P.B. — PLAT BOOK A:K.A. _ ALSO KNOWN AS P.I. — POINT OF INTERSECTION ALUM. 7 ALUMINUM 'P.O.B. — POINT OF BEGINNING B.E. BUFFER EASEMENT P.O.C. — POINT OF COMMENCEMENT C.B. CATCH BASIN INV. — PAGE(S) C.O. 0 —' CLEANOUT P.R.M. ■ — PERMANENT REFERENCE MONUMENT CLF — CHAIN LINK FENCE PROP. — PROPOSED CONC. CONCRETE R. — RADIUS COV. COVERED R/W — RIGHT—OF—WAY D.E. — DRAINAGE EASEMENT RGE. — RANGE ELEC. — ELECTRIC S.E. — SANITARY EASEMENT ELEV. ELEVATION SEC. — SECTION EQUIP. EQUIPMENT SQ. FT. — SQUARE FEET ESMT. — EASEMENT TWP. — TOWNSHIP EXIST. EXISTING TYP. — TYPICAL F.H. - FIRE HYDRANT U.E. — UTILITY EASEMENT F.P.L. - FLORIDA POWER & LIGHT W.E. — WATER EASEMENT FIN. — FINISHED W.M. El— WATER METER FLR. — FLOOR 00.ao — DENOTES PROPOSED ELEVATION FNO. — FOUND 0.00 — DENOTES EXISTING ELEVATION G.V. N — GATE VALVE �.....^ — DIRECTION OF FLOW H.H. —; HAND HOLE 0 — DRAINAGE MANHOLE I.R./CAP "IRON ROD do CAP 0 — IRRIGATION CONTROL VALVE IRR. - IRRIGATION — ww — — OVERHEAD WIRES L — ARC LENGTH 0 — SANITARY MANHOLE LAX. i LIMITED ACCESS EASEMENT o — SET 5/8- IR/CAP LB 3591 L.P. LIGHT POLE --a— — SIGN M.E. AINTENANCE EASEMENT 110' D.E. 87.00' rn + j 26.03 a la C I MODEL 1833 ELEV. A 1 STORY cn RESIDENCE c n v GARAGE LEFT q >. c, lgilV ggai = 2 #'� 10.0 44.66' — — rn— CD N00'19954"E TRACT T RECREATIO NOTES: 1. ANY REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. THIS SURVEY MAP, OR ANY COPIES THEREOF, ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 3. THE LANDS, AS SHOWN HEREON, WERE NOT ABSTRACTED FOR RIGHT—OF—WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENT OF RECORD. 4. THE ELEVATIONS, AS SHOWN HEREON, ARE 'RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, TO CONVERT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, SUBTRACT 1.50 FEET . 5. BEARINGS SHOWN HEREON -REFER TO RECORD PLAT AND ASSUMES ORTH LINE OF LOT 22, AS N89-46'25"W. 16.10' 26. GRAPHIC SCALE 20 0 10 20 ( IN FEET ) MIN, SETBACK REQ. FRONT I IS CNR SID ZNG CID CID a Z Z fv Cl C2 m (SCD v v O X � in 0 � Z o 0 T, o cy)cn ba Z AN • �-- - v J 35.00' DESCRIPTION: LOT 22, "OAKLAND LAKE ESTATES P.U.D.", ACCORDING TO THE PLAT THEREOF, 1 S RECORDED IN PLAT BOOK 60, PAGES 14 AND 15, OF THE PUBLIC RECORDS OF ST. LUCIE, FLORIDA. I IAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 5,698 SQUARE FEET OR 0.1308 ACRES, MORE OR LESS. TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND F—WAY OF RECORD. 6. THE DESCRIPTION, AS SHOWN HEREON, IS IN ACCORD WITH INSTRUMENT OF ' RECORD. 11 HER CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON 7. ANY UNDERGROUND FOUNDATIONS WERE NOT LOCATED. DESCRIBE PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THA THE SIGNING PA KNOWLEDG AND BELIEF, AS SURVEYED UNDER MY DIRECTION, ON MARCH OR PARTIES, IS PROHIBITED, WITHOUT WRITTEN CONSENT OF AID SIGNING P 8, 2018. THEIR CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE OR PARTIES. TANDARD 0 ACTICE SET FORTH IN CHAPTER 5J-17, ADOPTED BY THE 9. FLOOD ZONE: ' s� FIRM MAP NO. (00! O, COMMUNITY NO. 2 16 2012. 0285; DATED: FLORIDA BOARD PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT FLORIDA STATU 472.027. 10. BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT "C 167" ELEV = 20.97' 11 PROPERTY ADDRESS• 5304 OAKLAND LAKE CIRCLE NOTE: • IMPROVEMENT5 SHOWN ARE PROP05ED UNL OTH SHEET 1 OF 1 • DRIVEWAYS SHOWN HEIJON ARE FOR GRAPHIC CAULF I ELD & ELER, INC. W CIVIL ENGINEERIN LAND SURVEYING GLA ROAD - SUITE 100 P„ B 4�ELORIDA 33434 PHONE (54IT-392-199 1452 II0'T 24° `^KB��N�DARY SURVEY II DAVID P. LINDLEY, P.L.S. 3E TED. REG. LAND SURVEYOR #5005 ONLYI T FOR NSTP.UCTION. STATE OF FLORIDA — LB #3591 IPERMIT REVISIONS SKETCH 03DATE 18I BY I DATE 03 28 18 DRAWN BY RAL F.B. PG. N/A SCALE 1" = 20' JOB NO. 7751