The URL can be used to link to this page

Home My WebLink AboutBoundary Survey10-014083 CORS Area. FLOOD INSURANCE NOT AVA1LA13 SUBSTANTIALLY IMPROVED ON OR CBRS AREAS. 11.16-1990 CBRS:AMs FLOOD INSURANCE NOT AVAILAB SUBSTANTIALLY IMPROVED ON DESIGNATED CBRSAREAS. EM (CBRS,) LEGEND FOR STRUCTURES NEWLY BUILT OR 'ER OCTOBER 01, 1993 IN DESIGNATED FOR STRUCTURES NEWLY 'BUILT OR 2 AFTER NOVEMBER 16, 1900 IN Boundaries of the John H. Cha Coastal Barrier Resources System (CBRS) shown on this FIRM we transferred from the official CBRS source map(s) for this area a tl are depicted on this FIRM for Informational purposes only. The official CBRS maps are enacted by Congress via the Coastal Barr r Resources Act, a* amended, and maintained by the U.S. Fish and Wildlife Service (FWS). The official CBRS maps used to determine wi isther or not an area is located within the CBRS are available for dow iload at http,:ilwww.fwa.gov. For an official determination of whether or not an area is located within the CBRS, orfor any questions reasiong the cBttB, please contact the FWS WEST PROFIERTY (LOT 5) L LINE ne Table LINE LENGTH BEARING L1 83,92' N26*41'36"W CCCL LINE Table LINE LENGTH BEARING L1 605.18' S40057'12"W L2 945.85' N17°45'45"W L3 1004.86' N17037'54"W L4 971.82' N20032'26"W L5 962.24' N20059'07"W L6 363.94' S06015'28"E L7 973.90' N22042'47"W L8 986.72' N22"38'15"W L9 999.80' N22029'12"W L10 997.33' N21 "51'17"W L11 256,84' S07017'01"E L12 990.86' N22014'05'W L13 972.35' N2200815"W L14 998.49' N22007'52"W L15 988.33' N22014'09"W L16 213.36' N70023'47"E CCL DETAIL NOT TO SCALE LAND SURVEYORS sOr R ! 11 •, • ! • ••1 PLS — PROFESSIONAL LAND SURVEYOR PSM — PROFESSIONAL SURVEYOR & MAPPER LB — LAND SURVEYING BUSINESS q — CENTERLINE R — RADIUS L — LENGTH & — DELTA ANGLE E/P — EDGE OF PAVEMENT B/C — BACK OF CURB B.M. — BENCHMARK POC — POINT OF COMMENCEMENT POB — POINT OF BEGINNING o — (PCP) PERMANENT CONTROL POINT PCP — PERMANENT CONTROL POINT E — (PRM) PERMANENT REFERENCE MONUMENT PRM — PERMANENT REFERENCE MONUMENT 0 — (IP) IRON PIPE IP — IRON PIPE 0 — (IRC) IRON ROD & CAP IRC — IRON ROD & CAP 0 — (CM) CONCRETE MONUMENT CM — CONCRETE MONUMENT FD — FOUND (M) — MEASURED (P) — PLAT (C) — CALCULATED E--- — GUY WIRE — WOOD UTILITY POLE ® — TELEPHONE SERVICE ® — CABLE T.V. BOX ® — ELECTRIC BOX — LIGHT POST ® — WELL — HYDRANT d4 — GATE VALVE — IRRIGATION VALVE ® — WATER METER ® — SANITARY MANHOLE — SANITARY SERVICE — SEPTIC TANK ® — DRAINAGE MANHOLE ® — CURB INLET ® — SURFACE INLET ® — MITERED END SECTION — CONCEPTUAL DRAINAGE —�— — STREET SIGN 235 — PROPOSED GRADE Nn`vv — NORTH AMERICAN vC.M MI 1L 0AT`JM ,a,3.5 — TYPICAL ELEVATION F.F.E. - FINISH FLOOR ELEVATION (OA) — OVER ALL (R) — RADIAL (NR) — NON —RADIAL R/W — RIGHT OF WAY A/C — AIR CONDITIONER CONC. — CONCRETE BSB — BUILDING SETBACK LINE Tree & Plants Legend: BEACH DAISIES WITH DIAMETER — SEA GRAPES WITH DIAMETER (3� SA TS EE H DIAMETER — PINE TREE WITH DIAMETER OAK TREE WITH DIAMETER — PALM TREE WITH DIAMETER AND WEIGHT EXAMPLE: O=DIAMETER H=HEIGHT ' ;O LRYDAR Y *, TOPOGRAPHICr ., LOT 5 . r SHEET. I OF GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft. LEGAL DESCRIPTION: BEING A PARCEL OF LAND LAYING OVER A PORTION OF SECTION 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWED: BEING ALL OF LOT 5, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CERTIFIED TO: 1. JOE MIRANDA lV N ®`U Z Z a W 3.57'53" W 5.19'(M) 0 1 10.0 o °' �Z 0'5J" l 25 t 1(M) / (:; j 120'48'41 "W 24. 94'(M) MEAN HIGH WATER LINE ELEVATION 0.51' NAVD DATED 11/05/1& -N14 48'14 "W 2,3, 96'(M) ZERO CONTOUR X'-----0.00' NAVD o DATED 11/05/18 0 SEASONAL HIGH WATER LINE ELEVATION 5.28' NAVD DATED 11/05/18. FIZEPORT OF SURVEY: * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS L3#6905 1717 INDIAN RIVER BL'J'D. SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYCOR & MAPPER IN RESPONSIBLE CHARGE: MATTHE=W CROWLEY P.S.M. #7214 * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 12/05/18 * BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE :SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. * THE BEARING BASE FOR THIS SURVEY IS N89*58'14"E ALONG THE NORTH PROPERTY LINE OF LOT 5 AS SHOWN ON THE PLAT THEREOF. * THIS SURVEY DOES NOT" CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIIE:S, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION, IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "VE-11 ", AND "AE:-7" " PER FLOOD INSURANCE RATIO MAP #12111 C0303J H, DATED FEBRUARY 16TH, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK Inc FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A94-08-13M12", ELEV.= 3.51' NAVD'88. SITE: BENCHMARK IS AS SHOWN. * THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. * THE MEAN HIGH WATER ELEVATION OF 0.51 NAVD 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. * THE SEASONAL HIGH WATER ELEVATION OF 6.77 NGVD 1929 (5.28 NAVD 1988) FOR THIS SURVEY IS BASED ON "CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG SANDY BEACHES OF THE STATE OF FLORIDA AN ATLAS", DATED JANUARY 2001, BY THE DEPARTMENT OF CIVIL AND COASTAL ENGINEERING, UNIVERSITY OF FLORIDA, * ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHINTED ivlTH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. SURVEYTHIS NOT • WITHOUT,&l ORIGINAL RAISED SEAL OF THE FLO_ fit AND MAPPER NAMED BELOW. OF MATTHEW ("ROWL,EY P.S.M. #721 RE AND THE SURVEYOR