Loading...
HomeMy WebLinkAboutBOUNDARY TOPOGRAPHIC SURVEYMATCHLINE "A" FOUND 5/8" IRON ROD &CAP l NORTH LINE OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF THE STAMPED "6852" II III SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 10/36/40 0.30' SOUTH I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I INGRESS/EGRESS EASEMENT I OVER DIRT DRIVE I I O.R.B. 1445, PAGE 524 I Iw I O.R.B. 486, N I PAGE 115ry t°o BENCHMARK NO. 1 I I = 5/8" IRON ROD & CAP STAMPED "LB 7805 TRAV" I II o l z ELEVATION 14.03 FEET (NAVD 88) II I I I I I 11x � II I I• � I � � I PARCEL TAX ID: 3410-243-0001-010-5 �\ \ � x. BENCHMARK NO. 2 5/8" IRON ROD & CAP I �� �\���� _---------- x�� STAMPED "LB 7805 TRAV" _ _ _ _ _ _ x'_1 10' DIRT DRIVE _ ' '� �� 1 X @)FOUND 5/8" IRON ROD & CAP ELEVATION 13.74 FEET (NAVD 88) _ _ - - - - - - - N89°48 30 E 316.73 STAMPED "5543" No x x x 6.62' NORTH 3.55' EAST xx� WEST 1/4 CORNER SECTION 10/36/40 PER CERTIFIED CORNER RECORD NO. 0044302 FOUND RAILROAD SPIKE _ _ 1327_24' - N89'46'26"E 1342.24' (BEARING BASE) WEST 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 10/36/40 --------- PROPOSED DIRT DRIVEWAY a, -------------------- 14- 16' CONC. DRIVEWAY Lo N in 0 z 0 wCD _ \ r� w \ 00 z o F- F- U) U ww F-o D O� w� _ W ~w w 3: oF- o � �z �w cn = w=I 0 O \ w Co z¢ w o00 � �o �Ld �Q o� a o­ � Y 00 M o m w W o� in z MOf Qw wm 109.2' PROPOSED SEPTIC TANK r I F -1 o� W J o_ o L i �o x 0 ' 6. �� ULRICH ROAD x (40' RIGHTIOF WAY) xx6 ASPHALT PAVEMENT I I I I I IQ I Owl 00 IwIIOfQ � zzo I I I o 0- � I U Cf) w � F- I I m I Op O m D w cn io z ~ I ~ w wo = I ci1 0� w a_ F- \o -z I I w = II Cp F- I 1x \ LL o� I I zQ I I w I II I II � Ldo I I MATCHLINE "A" LEGEND O.R.B. - OFFICIAL RECORDS BOOK (�- CENTERLINE (P - PLAT MEASURED �D)- DEED (C)- CALCULATED L.B. - LICENSED BUSINESS CONC.- CONCRETE C.M.P.- CORRUGATED METAL PIPE INV - INVERT EL - ELEVATION F.F.E. - FINISH FLOOR ELEVATION P.U.E. - PUBLIC UTILITY EASEMENT D.E.- DRAINAGE EASEMENT CHU - OVERHEAD UTILITY LINE `Z2-)- WOOD POWER POLE �- GUY ANCHOR C.C.R.- CERTIFIED CORNER RECORD 1� - WOOD LIGHT POLE ® - ELECTRIC METER I.D. - IDENTIFICATION QT - TELEPHONE RISER M.E.S.- MITERED END SECTION {�} - CATV RISER 0 - FIBER OPTIC CABLE PEDESTAL O - SET 5/8" IRON ROD & CAP STAMPED "LB 7805" DESCRIPTION L Uk�/A II U N IVI/1P" (NOT TO SCALE) GRAPHIC SCALE 0 30 60 ( IN FEET ) 1 inch = 30' ft. THE WEST 1/2 OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST, SAID LAND LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA, LESS THE NORTH 2O6.25 FEET THEREOF, AND LESS ROAD RIGHT OF WAY. ALSO LESS THAT PORTION AS DESCRIBED IN OFFICIAL RECORDS BOOK 486, PAGE 115 SUBJECT TO ROAD RIGHT-OF-WAY OF RECORD, IF ANY. z 0 m 0 m Z o 0 2- o m Cn m W w m 0 0 0 Cr N 0 RT rr N N M N M N ti ti z N to � rn M O cc LL U CU z m w 0 LLI LLI � N J � a U � x v 00 Cn N m m m O m w m z J W W IlL U r N C � Cl) o j i '\ r OO O SUBJECT TO INGRESS/EGRESS EASEMENT AS SET OUT IN THAT CERTAIN EASEMENT DEED 3.32 ACRES± RECORDED IN OFFICIAL RECORDS BOOK 1445, PAGE 524. w o PROPOSED COVERED PORCH xxI- PROPOSED COVERED PORCH 29.7• 19.7' \ O 17 0 co \ 148' PROPOSED 2 STORY o R005 C.B.S. RESIDENCE 15 I LLJ PROPOSED F.F.E. 17.70 FEET PROPOSED WELL sa.s' PROPOSED WATER LINE o o 0 1212.3f `� 1212.30 109.1' (n 36.3' PROPOSED / COVERED PORCH / i `S o'poo TOP OF BANK-------- - DITCH ° x ° �� ��' S 8 9 ° 4 6' 2 6 " W 316.81 ' - TOP OF BANK - - - - - - - - - ° - - - - - - - PARCEL TAX ID: 3403-502-0339-000-2 ° M 0 O 0 I cV 0 0 0 I j It N I 0 0 x Q J W U Q FOUND 5/8"IRON ROD & CAP STAMPED "5543" 2.87' NORTH 0.31' WEST - -SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 10/36/40 SURVEYOR'S NOTES 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. HORIZONTAL RELATIONSHIPS, AS SHOWN HEREON, ARE BASED ON THE FLORIDA STATE PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE 2011 ADJUSTMENT (NSRS 2011). 3. THE SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST IS ASSUMED TO BEAR NORTH 89°46'26" EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 4. THE HORIZONTAL LOCATION OF NON -DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE. 5. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT. 6. DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT. 7. FIELD SURVEY LAST CONDUCTED ON MARCH 29, 2021. 8. OVERALL PARCEL CONTAINS 3.32 ACRES, MORE OR LESS. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 11. UNDERGROUND IMPROVEMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 13. LIMITS OF WETLANDS, IF ANY, UNDER GOVERNMENT JURISDICTION, WERE NOT DETERMINED AS PART OF THIS SURVEY. 14. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD ZONE DESIGNATION OF "X", ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) PANEL NUMBER 121 1 1 CO277K, HAVING AN EFFECTIVE DATE OF FEBRUARY 19, 2020. THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE COUNTY PRIOR TO CONSTRUCTION. CERTIFIED TO FIDELITY NATIONAL TITLE FIRST INTERNATIONAL TITLE SEACOAST NATIONAL BANK, ISAOA WILLIAM AND NADINE ROE GROZA BUILDERS, INC. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. BRIANC Digitally signed by CIVILSURV DESIGN GROUP, INC. BRIAN C KIERNAN KIERNAN D4 e: 1022.0' .24 BY: BRIAN C. KIERNAN DATE OF SIGNATURE PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 6101 00 o m � z o Li w o �m C� U z cn a ZDCQ m W 1.� in V U z a o a vj o� OC W O 00 CCLL a. OJvvM cc m W z a = a a N O LL a0 0 z M O m SHEET NO. I OF I