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HomeMy WebLinkAboutBoundary Surveyti 0 z 12.50' N. 87'31'17" W. S. 00'02'43" E. 393.12'(P-C) .- \ 20.00'(P-C) f)610 `Q�Ci CESR A+IA E S. 89'5' 13" W. `'' yo0 y 133.40'(P-C) N ASPHALT BEARING BASES mow: CUTOUT S. 89"57'13" W. 451.5dV- -F) o% Zo. S. 89'55'57" W. FND. PK&TT \ 8$A4'(P-C) IN ASPHALT CUTOUT P.O.C. S.W. CORNER \ OF SEC. 12 TWN. 37 S. RNG. 41 E. 1 N. 89*55'14" E. 774.41'(P-C) \ ADJACENT STRUCTURE FND. P.K. NO I . S.89'53'44"W. 112.58' (P-C) 12.50 e 1 d � Chi �3 N n c Q U) i 72.5' ~ t I N I BLOCK STEM WALL ` d TOP OF BLOCK w J> ELEVATION 8.56 N.A.V.D. 88 ✓ 0 N h in in O I a z =o cV a Q Q z> m w F1 O 0 \ q 0 D = 32'06'58"---� R = 42.00' L = 23.54' - N.89'53'44"E. 80.61' (P-C) CONC. CURB SYMBOLS O - CABLE TV BOX © - PHONE BOX 00.00 X - EXISTING ELEVATION - CENTERLINE (3) - SANITARY MANHOLE I II St. u ,ero. s:L Dale1 I Init [OVC'u 1 LEGEND: (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING A/C - AIR CONDITIONER I.B. - IRON BAR ALUM. - ALUMINUM IB&C - IRON BAR & CAP BRK. - BROKEN LD. - IDENTIFICATION C.B. - CATCH BASIN INV. - INVERT C.B.S. - CONCRETE BLOCK & STEEL I.P. - IRON PIPE C.M. - CONCRETE MONUMENT M.H. - MANHOLE CONC. - CONCRETE N&TT - NAIL & TIN -TAB COVD. - COVERED N&W - NAIL & WASHER DIST. - DISTURBED OHW - OVERHEAD WIRE E. - EAST O.R. - OFFICIAL RECORD BOOK ELEV. - ELEVATION R.R.S. - RAILROAD SPIKE E.O.P. - EDGE OF PAVEMENT R/W - RIGHT -OF --WAY F.H. - FIRE HYDRANT P.B. - PLAT BOOK FND. - FOUND P.C.P. - PERMANENT CONTROL POINT R - RADIUS L - LENGTH OF ARC N.A. VD. - N0R7H AMERICAN VER77CAL DA7UM 1988 FND. DRILL HOLE w Y m zZ O vU � ® uj 9 ��,,JJ-,,-� C3 ._ P.O.B. - POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT ENC. - ENCROACHMENT PG. - PAGE P.K. - PK MASONRY NAIL PK&W - PK & WASHER PK&TT - PK & TIN-TAB#4459 P.R.M. - PERMANENT REFERENCE MONUMENT RNG. - RANGE S. - SOUTH SEC. - SECTION SET I.B. - SET 5/8" IRON BAR & CAP #4459 T.O.B. - TOP OF BANK TWN. - TOWNSHIP W. - WEST W/F - WOOD FRAME (TYP) - TYPICAL D - DELTA/CENTRAL ANGLE LEGAL DESCRIPTION.' LOT B-7, VENTURE HARBOR, AS MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 12, TOWNSHIP 37 SOUTH, RANGE 41 EAST, THENCE NORTH 89'55'14" EAST ALONG THE SOUTH LINE OF SAID SECTION 12, 774.41 FEET TO A POINT ON THE CENTERLINE OF THE 100 FOOT RIGHT-OF-WAY OF S.R. A1A; THENCE NORTH 23'49'31" WEST ALONG THE CENTERLINE OF THE RIGHT-OF-WAY, 2921.33 FEET; THENCE SOUTH 66"iV24" AEE,SL 2SO-01 FEET; THENCE NORTH 8733'17" WEST 393.12 FEET; THENCE SOUTH 89'57'13" WEST 133.40 FEET; THENCE SOUTH 00'02'43' EAST 20 FEET; THENCE SOUTH 8957'13" WEST 451.56 FEET, THENCE SOUTH 89'55'57" WEST 84.04 FEET, THENCE SOUTH 00'09'27" EAST 387.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 49-16'24" EAST 42.00 FEET; THENCE NORTH 89'53'44" EAST 80.61 FEET; THENCE NORTH 00'05'56" WEST 59.96 FEET; THENCE SOUTH 89'53'44" WEST 112.58 FEET, THENCE SOUTH 00'09'27" EAST 87.30 FEET TO THE POINT OF BEGINNING; SAID LAND LYING AND BEING SITUATED IN ST LUCIE COUNTY, FLORIDA. SUBJECT TO A ROAD ACCESS AND UTILITY EASEMENT OVER THAT PORTION OF BLOCK B, LOT 7, DESCRIBED AS FOLLOWS; THE POINT OF BEGINNING BEING THE SAME FOR BLOCK B, LOT 7, THENCE NORTH 49'16'24" EAST 42 FEET; THENCE ALONG A CURVE TO THE LEFT, RADIUS = 42.0', DELTA = 32'06'58" AN ARC DISTANCE OF 23.54 FEET; THENCE NORTH 00'09'27" WEST 47,20 FEET; THENCE SOUTH 89'53'44" WEST 12.50 FEET; THENCE SOUTH 00'09'27" EAST 87.30 FEET TO THE POINT OF BEGINNING. FLOOD ZONE /NFORMA 770N PROPERTY LOCATED IN FLOOD ZONE: "AE" BASE ELEVATION 7.0 N.A.V.D. 1988 COMMUNITY & PANEL NO: 120285-0314-J DATED:02/16/2012 ADORFs�- 10701 SOUTH OCEAN DRIVE #B7 JENSEN BEACH, FL, 34957 CERTIFIED TO.' 1. DONALD L. & PATRICIA A. SNODGRASS 2. SEACOAST BANK, ITS SUCCESSORS AND/OR ASSIGNS A.T.I.M.A. 3. OUGHTERSON, SUNDHEIM AND ASSOC. PA 4. CHICAGO TITLE INSURANCE CO. SURVEYOR'S N07ES I. SURVEY OF DESCRIP77ON AS FURNISHED BY CLIENT, UNLESS OTHERWISE N07FD. 2 LANDS SHOWN HEREON WERE NOT ASS7RACTFD FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 3 ELEVA77ONS SHOWN HEREON ARE RELA77W TO NORTH AMERICAN I,ER77CAL DA7UM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS 07NERWISE NOTED. 4. THERE ARE NO ABOVE GROUND ENCROACHMEN7S, UNLESS OTHERWISE NOTED. 5. UNDERGROUND ENCROACHMENTS ARE NOT LOCATED. 6. A49DI77ONS OR DELE7701VS TO SURVEY MAPS OR REPORTS BY OTHER THAN 771E SIGNING PARTY OR PAR77ES IS PRoHIB17FD W/7HOUT WRI7FN CONSENT OF THE SIGNING PARTY OR PARTIES. BOUNDARY SURVEY ACCURIGHT LAND SURVEYIN EARLE R. STARKEY - PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 4459 -- STATE OF FLORIDA SURVEY NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER RE!//S/DNS SPOT ELEVA770NS 04/30/2013 E- SITE PLAN 05/07/2015 E ADD CS 77F7CA 77ozV 0712112015 E 77E IN SURlEY 1111712015 E, DRAWN CHECKED E. R. S E. R. S. DATE (FIELD) SHEET % OF