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Home My WebLink About07060007-9 Original Survey PreliminaryPaw 0 7001 7004 106 107 2D2 7003 201 LE�EIrL,./ REMARKS 5/8" IRON ROD WITH YELLOW CAP STAMPED MILLER SURVEYING SET 5/8" IRON ROD WITH YELLOW CAP STAMPED MILLER SURVEYING FOUND REBAR FOUND STAMPED BENCHMARK MAG NAIL FOUND D.U. &S.E. = DRAINAGE UTILITY AND SEWER EASEMENT B.L. - BUILDING LINE ORIGINAL SURVEY i97 PART OF THE SOUTHWEST QUARTER SECTION 33 -T18N -R4E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA LAND DESOR�PT,lON DRAWN BY: LMC DESCRIP11ON OF REAL ESTATE: A PART OF THE SOUTHWEST QUARTER OF SECTION F.B. 547 541 33, TOWNSHIP 18 NORTH, RANGE 4 EAST, CLAY DATE: 03/21/07 TOWNSHIP HAMILTON COUNTY, INDIANA, DESCRIBED / AS FOLLOWS: CLIENT: JOEY STEFFEN COMMENCING AT THE SOUTHWEST CORNER OF THE ` OF SECTION 33, TOWNSHIP 18 GRAPHIC SCALE SOUTHWEST QUARTER / NORTH, RANGE 4 EAST; THENCE ON THE WEST LINE OF SAID SOUTHWEST QUARTER NORTH 00 DEGREES 831609 29 MINUTES 49 SECONDS WEST (ASSUMED BEARING) 0 5 10 20 125.22 FEET TO THE SOUTHWEST CORNER OF A 0.28 0 D.0 SCALE : 1" = 10' ACRE TRACT OF REAL ESTATE DESCRIBED IN (N -T -S) INSTRUMENT NUMBER 200600059446 AT A MAG NAIL; / THENCE ON THE SOUTH LINE OF SAID TRACT NORTH ZONE EXPLANATION X AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM AS PER SCALED INTERPRETATION OF FLOOD RATE MAP #18057CO229F. AREA IN ZONE "X" MAP DATED FEBRUARY 19, 2003 N N N 3 L N b O Q zw rn V JOSEPH STEFFEN INST. #204600061841 S.W. COR. S.W. 1/4 SEC. 33 -18 -4 r JOSEPH STEFFEN INST. #200600059446 d Ul N O " 255.12' . p'00 E P.O.B: N ?ep 1 L�1 LA LOT 36 N� WINDPOINTE SECTION 2 INST. #9349813 P.C. No. 1, SLIDE No f .Q LOT 47 Id h 76 "47'46" 10 ()Oo �.H 004 �u_ i. R= 235.00 L =17.04 Tan -8.53 j 1 x=4'09'20" 00 N80'55'49 "W 6.38' 363 WINDPOINTE SECTION 2 INST. #9349813 P.C. No. 1, SLIDE No. 363 R_ 8 #1 . DATE I BY REVISIONS 78 DEGREES 00 MINUTES 00 SECONDS EAST 255.12 FEET TO THE SOUTHWEST CORNER OF LOT 47 IN WINDPOINTE, SECTION 2 DESCRIBED IN INSTRUMENT NUMBER 9349813, P.C. No. 1, SLIDE No. 363 AT A 5/8" IRON ROD WITH CAP STAMPED BENCHMARK, SAID POINT ALSO BEING THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE ON THE WEST LINE OF SAID LOT 47 NORTH 00 DEGREES 29 MINUTES 45 SECONDS WEST 18.00 FEET AT A 5/8" STEEL REBAR WITH YELLOW CAP STAMPED "MILLER SURVEYING "; THENCE SOUTH 76 DEGREES 47 MINUTES 46 SECONDS EAST 10.00 FEET TO A POINT ON A NON - TANGENT CURVE WITH A RADIUS OF 235.00 FEET AND A CENTRAL ANGLE OF 04 DEGREE 09 MINUTES 20 SECONDS AT A 5/8" STEEL REBAR WITH YELLOW CAP STAMPED "MILLER SURVEYING "; THENCE ON THE RIGHT -OF -WAY LINE OF WINDPOINTE PASS, SOUTHERLY OF THE ARC OF SAID CURVE 17.04 FEET WITH A CORD BEARING SOUTH 11 DEGREES 07 MINUTES 22 SECONDS WEST 17.04 FEET TO A 5/8" IRON ROD WITH CAP STAMPED BENCHMARK; THENCE NORTH 80 DEGREES 55 MINUTES 49 SECONDS WEST 6.38 FEET TO THE PLACE OF BEGINNING; CONTAINING 140 SQUARE FEET, MORE OR LESS. NOTES THIS SURVEY PLAT HAS BEEN PREPARED FOR USE ON THIS PARTICULAR PROJECT AND FOR THE EXCLUSIVE USE OF THE PERSON(S) OR ENTITY HEREON NAMED AND IS NOT CERTIFIED TO OR TO BE USED BY ANY OTHER PARTY. THE EVIDENCE, POSSESSION, OWNERSHIP, CONDITIONS ETC. COULD CHANGE CONSTANTLY AND THE USE OF THIS SURVEY IS LIMITED ONLY TO THE DATE INDICATED HEREIN. THE LOCATION OF THE TITLE LINES AND CORNERS ARE SUBJECT TO THE EVIDENCE FOUND IN THE PERFORMANCE OF THIS SURVEY. ADDITIONAL EVIDENCE PRESENTED TO MILLER SURVEYING, INC. MAY ALTER THE LOCATION OF THE TITLE LINES AND CORNERS. SURVEYOR'S REPORT IN ACCORDANCE WITH TITLE 865, ARTICLE 1, CHAPTER 12 OF THE INDIANA ADMINISTRATIVE CODE ( "RULE 12-). THE FOLLOWING OBSERVATIONS AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES IN THE LOCATIONS OF THE LINES AND CORNERS ESTABLISHED THIS SURVEY AS A RESULT OF UNCERTAINTIES IN REFERENCE MONUMENTATION; IN RECORD DESCRIPTIONS AND PLATS; IN LINES OF OCCUPATION; AND AS INTRODUCED BY RANDOM ERRORS IN MEASUREMENT ( "RELATIVE POSITIONAL ACCURACY"). THERE MAY BE UNWRITTEN RIGHTS ASSOCIATED WITH THESE UNCERTAINTIES. THE CLIENT SHOULD ASSUME THERE IS AN AMOUNT OF UNCERTAINTY ALONG ANY LINE EQUAL IN MAGNITUDE TO THE DISCREPANCY IN THE LOCATION OF THE LINES OF POSSESSION FROM THE SURVEYED LINES. THERE MAY BE DIFFERENCES OF DEED DIMENSIONS VERSUS MEASURED DIMENSIONS ALONG THE BOUNDARY UNES SHOWN HEREON AND LIKEWISE, THERE MAY BE FOUND SURVEY MARKERS NEAR, BUT NOT PRECISELY AT, SOME BOUNDARY CORNERS. IN CASES WHERE THE MAGNITUDE OF THESE DIFFERENCES ARE I= THAN THE RELATIVE POSITIONAL ACCURACY AND LESS THAN THE UNCERTAINTY IDENTIFIED FOR THE REFERENCE MONUMENTATION (DISCUSSED BELOW). THE DIFFERENCES MAY BE CONSIDERED INSIGNIFICANT AND ARE SHOWN ONLY FOR PURPOSES OF MATHEMATICAL CLOSURE. SUCH DIFFERENCES THAT ARE GREA1Z THAN THE RELATIVE POSITIONAL ACCURACY AND THE UNCERTAINTY IN REFERENCE MONUMENTATION SHOULD BE CONSIDERED WORTHY OF NOTICE AND ARE THEREFORE DISCUSSED FURTHER BELOW. THIS SURVEY AND REPORT ARE BASED IN PART UPON OPINIONS FORMED IN ACCORDANCE MATH AN INDIANA LAND SURVEYOR'S RESPONSIBILITY TO CONDUCT A SURVEY IN ACCORDANCE WITH "LAW OR A PRECEDENT (865 IAC 1- 12- 11(5). RULES OF THE INDIANA STATE BOARD OF REGISTRATION FOR LAND SURVEYORS). SINCE INDIANA HAS NO STATUTES ADDRESSING HOW TO RESOLVE BOUNDARY LINES, A SOLUTION BASED ON PRINCIPLES DERIVED FROM COMMON LAW PRECEDENT MUST BE RELIED UPON AS THE BASIS FOR A BOUNDARY RESOLUTION. UNLESS OTHERWISE NOTED OR DEPICTED HEREON, THERE IS NO EVIDENCE OF OCCUPATION ALONG THE PERIMETER LINES OF THE SUBJECT TRACT. ALL SURVEY MONUMENTS SET OR FOUND THIS SURVEY ARE FLUSH WITH EXISTING GRADE UNLESS OTHERWISE NOTED. THE RELATIVE POSITIONAL ACCURACY (DUE TO RANDOM ERRORS IN MEASUREMENT) OF THE CORNERS OF THE SUBJECT TRACT ESTABLISHED THIS SURVEY DOES NOT EXCEED THAT ALLOWABLE FOR A RURAL CLASS SURVEY (0.26 FEET PLUS 200 PPM) AS DEFINED IN IAC 855. THE WITHIN SURVEY IS AN ORIGINAL SURVEY. THE BASIS OF BEARING OF THIS SURVEY IS THE PLATTED BEARINGS OF WINDPOINTE. SECTION 2. CONTROLLING MONUMENTS: S.W. CORNER OF LOT 47 IN WINDPOINTE, SECTION 2 202 DESCRIBED IN INST. #9349813, P.C. #1. SLIDE #363 (5/8" REBAR FOUND STAMPED BENCHMARK) ON LOT 46 IN WINDPOINTE, SECTION 2 006 DESCRIBED IN INST. #9349813, P.C. f1, SLIDE #363 (MAG NAIL FOUND) IN MY OPINION, THERE IS 0.5 FEET OF UNCERTAINTY IN THE LOCATION OF THESE MONUMENTS. NO TITLE "GAPS" OR "OVERLAPS" WERE FOUND. POSSESSION TO THE EAST IS THE IMPROVEMENTS OF GRAY ROAD. NO EVIDENCE OF POSSESSION EXISTS TO THE NORTH, WEST AND SOUTH AT THE TIME OF SURVEY. 2. THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS REPORT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. THE WITHIN DESCRIBED TRACT OF LAND LIES WITHfN FLOOD HAZARD ZONE "X" AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NUMBER 18057CO229F OF THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY. INDIANA (MAPS DATED FEBRUARY 19, 2003) 3. OWNERSHIP INFORMATION INDICATED HEREON IS AS IDENTIFIED IN COUNTY RECORDS. 4. THE WITHIN PLAT AND SURVEY WERE PREPARED WITHOUT BENEFIT OF A CURRENT TITLE POLICY FOR THE SUBJECT TRACT OR ADJOINERS AND ARE THEREFORE SUBJECT TO ANY STATEMENT OF FACTS REVEALED BY EXAMINATION OF SUCH DOCUMENTS. + P R.L.S. LS20400007 DATE: MILLER SURVEYING INC. M s 948 CONNER STREET NOBLESVILLE INDIANA 46060 PH. 1 (317) 773 -2644 FAX 773 -2694 LOCATION: PART OF THE SOUTHWEST QUARTER SECTION 33 -T18N -R4E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA FIELD WORK COMPLETED: 03/16 07 DRAWN BY: LMC CHK'D BY: KNA SCALE: 1" 10' F.B. 547 541 DATE: 03/21/07 PAGE: 47 130 SURVEY 4 FILE: CLIENT: JOEY STEFFEN JOB NUMBER DESCRIPTION: ORIGINAL SURVEY 831609 KAISER