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Home My WebLink About07070012 Sheet 02 MS-1 Miller Survey0 ZONE X T.O.B. ss s6 r' SOUTHWEST CORNER SOUTHEAST QUARTER SECTION 8-17-3 ISEGEND SOIL BORING UTILITY NOTE .w LlRN ABBE COURT 1 ,4v,/a• SANITARY SEWER MANHOLE WATER METER 1 UNDERGROUND GAS LINE OVERHEAD ELECTRIC CHAIN LINK FENCE SANITARY SEWER LINE TELEPHONE PEpESTAL ROUND STORM ,INLET TOP OF BANK GAS LINE WARNtNG MARKER ELECTRIC METEb GAS METER FLOOD ZONE DEFINITJON fl AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. OP 0)% FENCE LINE IS '•3'± 1 WEST OF PROPERLY LINE LICIAP 3 3117 T 308 QM' 3 1'04ED 3110) bay t a Ls{ 313 bow 4. LOW 315 1 i S* EXPLANATION A T.C.. 861.67' E. 12 "RCP 888.97' Difami a la 389'53'10, 130..75 TA:1-1R 3242 DRAWN BY: MJJ CHK'D BY: KNA /LDM DATE: 12/ 30/05 PAGE: JOB NUMBER B30844 SURVEY 4 FILE: 24 DLOCK GRAPHIC SCALE 25 50 100 SCALE 1" 100' REVISIONS DESCRIPTION FIELD WORK COMPLETED: 12 29 05 CLIENT: DENNIS LOCKWOOD FENCE LINE IS 5'± WEST OF PROPERTY INE 0.17'± POSSIB TITLE CAP 6j4'± POSSIBLE TITLE G/►P i —ti 17.7'± I d' 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 #18057000215F. AREA IN ZONE "X" MAP DATED FEBRUARY 19, 2003 0 r...' T.C. 859.83 E 12"RCP 8 ,33' NW, 12" PVC 845,41 FENCE LINE 4.4' WEST r 589'06'23 "W 136.80' SB 2.7' POSSIBLE TITLE GAP 251.3'± THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. NOW OR FORMERLY EL S. _A;K1N /1\ N,i jACK1E B. L A `,I N I N #96096'01910 6.5'± POSSIBLE TITLE GAP S. HAFIZE SHAH AND RASHIDA BEGUM SHUH DEED BOOK 267 PAGE 561 4.16 ACRES! 50.2'± in 21.0' 55.9' EM FRAMED BLDG. ...„--(PARTIAL CONC. FOUNDATION) rei APPARENT R GHT OF WAY s w C� O 0 b CNI t) 28$) FENCE IS 0.7 WEST OF PROPERTY LINE ss FENCE CORNER IS 0.2'± WEST OF PROPERTY LINE 0 FENCE END IS 7.2'± EAST OF PROPERTY LINE ox FRAMED BLDG. (NO FOUNDATION.) FENCE LINE IS 0.2'± EAST OF PROPERTY LINE ss 135.88 P.O.B. 9615.11 STREET ASPHALT W1DTH 1S 23.96' SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 8 -17 -3 N89 °05'53 "E 2687.21' S89 °05'53 "W 1207.62' ALTA /AGSM LAND TITLE SURVEY PART OF THE SOUTHEAST QUARTER OF SECTION 8 TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA LAND DESCRIPTION TRACT OF REAL ESTATE DESCRIBED IN DEED BOOK 267 PAGES 561 BEGIN AT A POINT 1207.62 FEET WEST OF THE SOUTHEAST CORNER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST AND RUN WEST 135.88 FEET; THENCE NORTH 1329 FEET; THENCE EAST 136.8 FEET; THENCE SOUTH 1329 FEET TO THE PLACE OF BEGINNING, CONTAINING 4 ACRES MORE OR LESS, OFF THE WEST SIDE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST ALL IN HAMILTON COUNTY, INDIANA SURVEYOR'S REPORT THEORY OF LOCATION: THIS IS AN ALTA/ACSM LAND TITLE SURVEY AS ADOPTED BY AMERICAN LAND TITLE ASSOCIATION, THE AMERICAN CONGRESS ON SURVEYING MAPPING AND THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS 1999. INCLUDED ARE THE FOLLOWING OPTIONAL ITEMS FROM TABLE A OF THE OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS: ITEMS 1, 2, 3, 4, 7(a), 8, 9, 10, 11(a), AND 13. COINCIDENT WITH THE ALTA SURVEY. THIS IS ALSO A RETRACEMENT SURVEY ON THE SUBJECT PARCEL IN ACCORDANCE WITH THE REQUIREMENTS OF INDIANA ADMINISTRATIVE CODE TITLE 865, ARTICLE 1, CHAPTER 12 THAT DEFJNES THE "MINIMUM STANDARDS FOR COMPETENT PRACTICE OF LAND SURVEYING." THIS IS A RETRACEMENT SURVEY OF THE TRACT OF REAL ESTATE DESCRIBED IN DEED RECORD BOOK 267 PAGE 561 BEING PART OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 3 EAST. THE SOUTH LINE OF SAID SOUTHEAST QUARTER WAS ESTABLISHED BY THE FOUND MAG NAIL AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER PER MARION COUNTY SURVEYOR SECTION CORNER REFERENCES. THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER WAS ESTABLISHED BY FOUND ALUMINUM CAP STAMPED SCHEINDER ENGINEERING IN SHELBORNE GREENE SECTION 7 PLAT CABINET 1 SLIDE 750 AS SHOWN ON THE DRAWING, THE SUBJECT PARCEL WAS ESTABLISHED BY RECORD DISTANCES. THE EAST LINE OF THE SUBJECT PARCEL WAS ESTABLISHED PER THE WEST LINE OF THE EAST ADJOINER, WHICH MATCHES DEEDED DISTANCE FROM THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER. THE RECORD DISTANCES OF THE NORTH, SOUTH AND WEST LINES WERE HELD. A) AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS. POINT f 100 SOUTHWEST CORNER SOUTHEAST QUARTER SECTION 8 -17 -3 MAG NAIL SET PER SHELBORN GREENE SUBDIVISION PLAT SECTION 7 101 SOUTHEAST CORNER SOUTHEAST QUARTER SECTION 8 -17 -3 MAG NAIL FOUND PER COUNTY SURVEYOR REFERENCES REMARKS VICINITY MAP NOT TO SCALE POINT 1 107,108 1288,105, 103,106 104 2002, 2003 2004,2005 2006, 2007 REMARKS 5/8" IRON ROD WITH YELLOW CAP STAMPED MILLER SURVEYING SET SET MAG NAIL POINT NOT SET FALLS IN TREE ALUMINUM CAP STAMPED SCHIEDER ENGINEERING B) OCCUPATION OR POSSESSION LINES. POSSESSION TO THE SOUTH IS TO THE EXISTING STREET IMPROVMENTS OF 96TH STREET. POSSESSION TO THE NORTH, EAST AND WEST IS TO AN EXISTING FENCE LINE AS SHOWN ON THE DRAWING. C) CLARITY OR AMBIGUITY OF RECORD DESCRIPTIONS A POSSIBLE TITLE GAP OF 0.17'± TO 2.7'± WAS FOUND ALONG THE WEST LINE OF THE PROPERTY SURVEYED. A POSSIBLE TILE GAP OF 6.4•'± TO 6.5'± WAS FOUND ON THE NORTH LINE. NO TITLE "GAPS" OR "OVERLAPS WERE FOUND ON THE SOUTH LINE AND EAST LINES. D) THEORETICAL UNCERTAINTY: (DUE TO RANDOM ERRORS IN MEASUREMENTS): THE SURVEY PERFORMED MEETS THE REQUIREMENTS OF A CLASS "C" SURVEY ACCORDING TO TITLE $65 IAC. 1.1-12 ET SEQ. THE ALLOWABLE THEORETICAL UNCERTAINTY IS PLUS OR MINUS 0.50 FEET FOR THE SET MONUMENTS. THE VARIANCES OF MEASUREMENTS ARE SHOWN ON THE PLAT OF SURVEY, IT IS MY OPINION THAT THE UNCERTAINTIES IN THE LOCATION OF THE LINES AND CORNERS ESTABLISHED ON THIS SURVEY ARE AS FOLLOWS. DUE TO VARIANCES IN REFERENCES MONUMENTS: 0.3 FEET NORTH -SOUTH AND 0.3 FEET EAST -WEST DUE TO DISCREPANCIES IN THE RECORD DESCRIPTIONS: 0.17'± TO 2.7'± WAS FOUND ON THE WEST LINE. A GAP OF 6.4'± TO 6.5'± WAS FOUND ON THE NORTH LINE. DUE TO INCONSISTENCIES IN LINES OF OCCUPATION: EQUAL TO THE DIFFERENCE SHOWN BETWEEN THE PROPERTY LINE EVIDENCE FOUND AND THE PROPERTY LINES ESTABLISHED BY THIS SURVEY THE WITHIN PLAT AND SURVEY WERE PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY AND ARE THEREFORE SUBJECT TO ANY STATEMENT OF FACTS REVEALED BY EXAMINATION OF SCHEDULE "A" AND SCHEDULE "B" OF A TITLE POLICY. 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 DATED 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. THIS SURVEY I5 NOT COMPLETE AND /OR VALID WITH OUT ALL 2 PAGES, CERTIFICATION TO: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (I) IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS." JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1,2,3,4,7(A),8,10,1 1(A) AND 13 OF TABLE A THEREOF, AND (11) PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION THE UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA /ACSM LAND TITLE SURVEYS." DATE: JAN 0 3 2006 S SOUTHEAST CORNER SOUTHEAST QUARTER SECTION 8 -17 -3 REGISTRATION NO. 20400007 PAS 1 O F 3 R.L.S. LS204 0 7 R.L.S. LS2040 0 7 MILLER SURVEYING INC 948 CONNER STREET NOBLESVILLE INDIANA 46060 PH. (317) 773 -2644 FAX 773 -2694 LOCATION: PART OF THE SOUTHEAST QUARTER SECTION 8 -17— 3 CLAY TWP, HAMILTON COUNTY, INDIANA Ouniuno x\ Ca� S TF CT !�Y f'�rfi No. 4' G LS2040000 STATE OF ,.Q„ ice �1,, •�'I/D i ANP "y® t11?m}11U11