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Home My WebLink AboutBoundary Surveyr u i A 3 B P 0 E 0 AREA OF POSSIBLE TITLE OVERLAP 21. NOW OR FORMERLY INST. #9523970 �i I -:j { f ::j I I ::I NOW OR FORMERLY INST. #200233977 I AREA OF POSSIBLE CORNER o_ ® TITLE OVERLAP 24f ol S.W. - N.W. QUARTER 1 ..:. S.W. QUARTER S.E. CORNER OF I' SEC. 30 -18 -3 4 ACRE TRACT OF 24 REAL ESTATE : I I� IV Ozi JU Vv I- 30.59'± 161 12' WEST OF EAST EOP N.W. CORNER OF 10.661 ACRE TRACT OF REAL ESTATE 4 DESCRIBED IN INST. #8743241 S 00.53' 30 W 1 97.59' / WEST LINE OF CL WEST ROL 10.66 ACRE TRACT N.W. CORNER S.W. 1/4 SEC. 30 -18 -3 WREN S 7MIET NORTH LINE OF S.W. 1/4, SECTION 30 -18 -3 N 89'51'18" W (ASSU ED BEARING) 622.86_' J§�) N.E. CORNER S.W. 1/4 SEC. 30 -18 -3 N.E. CORNER LUCKY FORWARD LUCKY FORWARD ADDITION - - - - - ADDI110NS "� (INST. #981 -1058, P.C. 2 SLIDE 85) CO Cti INST# 981 -1058 PLAT CABINET 2 SLIDE 85 LOT 27 O O O O NOW OR FORMERLY NOW OR FORMERLY o o INST. #2000 -55099 INST. #2000 -55097 0 0 0 47 -- P.O.B. N 89 °51'18" 622.86' -- - - - - - - - - - --� �Dilj 5' side and rear set back \ QG \ I 40.0' - 3.0'1 I LOT 26 0 140.0' 2 100' X 200' PERIMETER FENCING I 04 O r II ° P E B }� J5k1 11 5' 1 • . 1 FT I \ / \ NOW OR FORMERLY 1� O In 11 0 + + INST. #199909970887 0 00 I L I / �, I \ X LOT 25 / SOUTH LINE INST.199909970887-\- I < CD I �� - - Q 102' co w 100' X 200' 1 INST #200400027598 INST. #20040002798.74' 156 1 0 1 0 0 I 38.74' N 89 51 18 W 562.37 +_ 1 ? • --- r-------- - - - - -- - - - -- - - -- Q 36.00 + + - I 00 00 �\ 21. - 5 side and rear set back r ----1 40.00' + + + - + + / 1 O 1+ CONSTRUC ON LIMITS / 0 I M \/ 40' R/W PER HAMITON 1 X w / LOT 24 I COUNTY THOROUGHFARE PERIMETER FENCING 15.00' \ I PLAN DATED SEPTEMBER 25.00' + 100' X 250' / i � � / I 10, 2002 + O / / \ AREET A. AND CLAUDIA V. PRYOR + + / I 0 I+ INST. #200400069006 0 I • cn I" O z ui SHELBOURNE ESTATES 1 15.2 9 ACRES ± + `�! FENCING AROUND ( INST #200200086426 I ALL STORM STRUC RES I � PLAT CABINET 3 SLIDE 91 I BUILDING AND 5 BARNS + / AND AROUND LA E TREES I O 0 w 1 APPROXIMATE CL WEST EXIST ON THIS PROPERTY I / w TILE DRAIN z ROAD / IM ATE CL OF RAIN J 1+ - / p,PPROX ALBERT SHAW D \ F_ BLOCK "A„ 75' RDE i \ w COMMON AREA 1 REA OF POSSIBLE + + / L��- + + 75' RDE + + \ EXISTING DRIVE PROPOSED STONE DRIVE / 1 + + - + WOODS � ' RDE I - 23.E r / 75' RDE I POINT INVENTORY I / ow UTH LINE OF THE N.E. 1/4, S.W. 1/4, SEC. 30 -18 -3 \ I POINT REMARKS I k2 / 1 101 N.E. CORNER I 16 3' WEST OF EAST EOP �_ 16 I S. W. 1/4 S 00°00,00„ J 20.00' 229 \ SECTION 30OUND S - - - - - 1 MAG NAIL FOUND 4.28,E - - f J _s s9.5s'oo" w 11ss.00' _ _ _ - _ _ _ _ _ _ _ - --��,: ' 116 S.E. CORNER 1 r �- - _ +:-:_• . r �_._'''•'•' N 89 °15'30" E 532.93 S.W. 1/4 1 3' WEST OF EAST EOP NORTH LINE 1N ST. 8 _ n .;_. _ SECTION 30 -18 -3 i -- HAMILTONLANU� _ y r �'� X01 1 /2" IRON ROD 75'r . `20 FILTERS STRIP PER -�� OFFICE STANARD S I `� .11V.'.', ,'.'.`.� j_`• _SURVEYOR'S= = �.. 5 61 62 S.E. CORNER 117 S.E. CORNER 7.3 - : _ +. G0 N.E. 1/4, S.W. 1/4 '��, _ _ _ _ _ ` N.E. 1 /4, S.W. 1 /4 SECTION 30 -18 -3 3 75' RDE NOW OR FORMERLY SEC. 30 -18 -3 NORTH- SOUTH FENCE IN DD LINE NOW OR FORMERLY INST. #200300069443 f CENTERLINE F BOONE CREEK INST. 87 45,229 5/8" IRON ROD W/ YELLOW CAP �^ (LAND CONTRACT) - STAMPED "MILLER SURVEY" FOUND 0 `-J NOW O_R FQRME -Rt �. IN9T_ . #874 -32 1 20' FILTER STRIP DETAIL OF S.W.1 /4, SEC. 30 -18 -3 133 N.W. COR. S.W. 1/4, SEC. 30 -18 -3 r r 135 /S.W. COR. N.W. 1/4 , S.W. 1 / SEC. 30 -18 -3 136 1480.78' V _ N.W. COR. N.E. SEC. 1 . 1 /4 30 -18 ,\ 0 -18 -3 \ \\n W 777 SR• 114 5u9'4/ LU w f cw�.cav / S.W. COR 138 S.W. 1/4, S.W. COR. SEC. 30 -18 -3 S.E. 1 /4,S.W. 1/4, V J 101 N:E. COR. S.W. 1/4, SEC. 30 -18 -3 117 S.E. COR. E. 1 /4,S.W. 1/4 SEC. 30 -18 -3 n 116 S.E. COR. SEC. 30 -18 -3 LINE TABLE 1480.78' V _ 2.29 140 L1 19.56 W L2 46.09 S.W. 1%4, n 3 L3 N.E. 1/4, ri_ S.W. 1/4, N82.01'33 "E L4 130.70 M L5 130.32 N84'33'1 4 "E L6 84.48 N82'16'36 "E L7 42.68 M r L8 � N75.26'22 "E L9 1483.29' 137 32.29 ' 1185.58 ' 12.59 N 89'58'00" E 3 2801.17' F o .vNi rn o S.W. 1Y4, S.W. 1//4, > 00 N _ M 1485.82' 1318.98' 114 5u9'4/ LU w f cw�.cav / S.W. COR 138 S.W. 1/4, S.W. COR. SEC. 30 -18 -3 S.E. 1 /4,S.W. 1/4, V J 101 N:E. COR. S.W. 1/4, SEC. 30 -18 -3 117 S.E. COR. E. 1 /4,S.W. 1/4 SEC. 30 -18 -3 n 116 S.E. COR. SEC. 30 -18 -3 LINE TABLE LINE LENGTH BEARING L1 19.56 N 83.59' 14" E L2 46.09 N66.21'17 "E L3 123.62 N82.01'33 "E L4 130.70 N84.19'43 "E L5 130.32 N84'33'1 4 "E L6 84.48 N82'16'36 "E L7 42.68 N88.26'27 "E L8 32.44 N75.26'22 "E L9 24.09 N51'24'52 "E L10 12.59 N55'54'06 "E ZONE O EXPLANATION X AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. 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. 116 - S.E. CORNER S.W. 1/4 SEC. 30 -18 -3 • • m LEGEND 5/8" IRON ROD W/ YELLOW CAP X = EXISTING FENCE LINE RDE = REGULATED DRAIN EASMENT 75' BOONE CREEK FROM CL OF TILE CL = CENTERLINE 1:1 = EXISTING ASPHALT ESOP = EDGE OF PAVEMENT ® = PROPOSED GATES 47,156,158,139 5/8" IRON ROD W/ YELLOW CAP STAMPED "MILLER SURVEY" SET 56,57,58,59,60,61,62,63,64,167 APPROXIMATE CENTERLINE OF BOONE CREEK 161,165,166,168 MAG NAIL SET 114 S.W. CORNER S.W. 1/4 SEC. 30 -18 -3 5/8" IRON ROD FOUND 133 N.W. CORNER S.W. 1/4 SEC. 30 -18 -3 ESTABLISHED MATHMATICALLY AT LOCATION OF STONE FOUND PREVIOUSLY 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 FLOOD RATE MAP #18057CO205F. AREA IN ZONE "X" MAP DATED FEB. 19, 2003 R. DATE BY GRAPHIC SCALE 0 40 80 120 SCALE : 1" = 80' REVISIONS DESCRIPTION BOUNDARY SURVEY Paar of TFE sw. uA s 30_W3 CLAY TWP, HANLTON CO, HDUWA LAND DESCRIPTION DESCRIPTION OF REAL ESTATE PER INST NO #2001 - 00018640: A PART OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST, LOCATED IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST; THENCE NORTH 89 DEGREES 51 MINUTES 18 SECONDS WEST (ASSUMED BEARING) 622.86 FEET ON AND ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER TO THE NORTHEAST CORNER OF LUCKY FORWARD ADDITION (SAID ADDITION BEING RECORDED AS INSTRUMENT NUMBER 981 -1058 IN PLAT CABINET 2, SLIDE 85); THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS PARALLEL WITH THE EAST LINE OF SAID SOUTHWEST QUARTER 699.36 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS 185.77 FEET PARALLEL WITH THE EAST LINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 89 DEGREES 51 MINUTES 18 SECONDS WEST 562.37 FEET, MORE OR LESS PARALLEL WITH THE NORTH LINE OF SAID SOUTHWEST QUARTER TO THE EAST LINE OF 4 ACRES OFF THE ENTIRE WEST END OF THE NORTHEAST QUARTER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 02 MINUTES 52 SECONDS WEST 431.74 FEET TO THE SOUTHEAST CORNER OF SAID 4 ACRE TRACT; THENCE NORTH 89 DEGREES 58 MINUTES 00 SECONDS EAST 30.59 FEET, MORE OR LESS ON AND ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SOUTHWEST QUARTER TO A POINT, SAID POINT BEING SOUTH 89 DEGREES 58 MINUTES 00 SECONDS WEST 1155.00 FEET FROM THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS 14.28 FEET, MORE OR LESS PARALLEL WITH THE EAST LINE OF SAID SOUTHWEST QUARTER TO A POINT ON THE NORTH LINE OF A 10.661 ACRE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT NUMBER 8743241; THENCE SOUTH 89 DEGREES 15 MINUTES 30 SECONDS WEST 7.30 FEET, MORE OR LESS TO THE NORTHWEST CORNER OF SAID 10.661 ACRE TRACT; THENCE SOUTH 00 DEGREES 53 MINUTES 30 SECONDS WEST 97.59 FEET ON AND ALONG THE WEST LINE OF SAID 10.661 ACRE TRACT TO THE POINT OF INTERSECTION OF THE WEST LINE OF SAID 10.661 ACRE TRACT AND THE CENTERLINE OF BOONE CREEK (THE FOLLOWING 10 COURSES ARE ON AND ALONG A LINE TRAVERSING THE APPROXIMATE CENTERLINE OF SAID CREEK); (1) THENCE NORTH 83 DEGREES 59 MINUTES 14 SECONDS EAST 19.56 FEET; (2) THENCE NORTH 66 DEGREES 21 MINUTES 17 SECONDS EAST 46.09 FEET; (3) THENCE NORTH 82 DEGREES 01 MINUTES 33 SECONDS EAST 123.62 FEET; (4) THENCE NORTH 84 DEGREES 19 MINUTES 43 SECONDS EAST 130.70 FEET; (5) THENCE NORTH 84 DEGREES 33 MINUTES 14 SECONDS EAST 130.32 FEET; (6) THENCE NORTH 82 DEGREES 16 MINUTES 36 SECONDS EAST 84.48 FEET; (7) THENCE N "' oo ncrocEC �� AAINIIITFc� 27 SECONDS EAST 42.68 FEET; (8) THENCE N EAST 32.44 FEET; (9) THENCE I EAST 24.09 FEET; (10) THENCE r EAST 12.59 FEET TO THE POINT C AND THE NORTH LINE OF SAID 10. DEGREES 15 MINUTES 30 SECOND` CORNER OF THE NORTHEAST QUAF THENCE NORTH 00 DEGREES 00 N OR LESS ON AND ALONG THE EAR TO A POINT, SAID POINT BEING S( 699.36 FEET FROM THE NORTHEA` THENCE NORTH 89 DEGREES 51 N THE POINT OF BEGINNING. CONTAII SURVEYOR'S f IN ACCORDANCE WITH TITLE 865, Af OF THE INDIANA ADMINISTRATIVE CC ARE SUBMITTED REGARDING THE VA LINES AND CORNERS ESTABLISHED A) AVAILABILITY AND CONDITION 0 B) OCCUPATION OR POSSESSION L!. C) CLARITY OR AMBIGUITY OF THE D) THE THEORETICAL UNCERTAINTI THIS IS A RETRACEMENT SURVEY 0' INSTRUMENT NO #2001- 0018640. THE BOUNDARY OF THIS TRACT OF FROM EXISTING MONUMENTATION FO THE THEORETICAL UNCERTAINTY (DL CORNERS OF THE SUBJECT TRACT SPECIFICATIONS FOR A CLASS C SL IT IS MY OPINION THAT: THE UNCER ESTABLISHED ON THIS SURVEY ARE DUE TO VARIANCES IN REFERENCE EAST -WEST. DUE TO INCONSISTENCIES IN LINES BETWEEN THE PROPERTY LINE EVID SURVEY. DUE TO RECORD DESCRIPTION: THE NORTH, SOUTH AND EAST PER REC THE WEST LINE PER RECORD DESCI THE SUBJECT PARCEL WAS ESTABL R.L.S. - ICI < 3A, AIL w LOCATION: C LAY FIELD WORK CC CLIENT: VICKI DESCRIPTION: