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HomeMy WebLinkAbout10t , MOFFITT FARM T PRAIRIE VIEW SECTION 3-A NORTH LINE N.E. 1/4 SECTION 27-T18N-R4E S89'S6'39'E 7.73' POINT OF BEGINNING N.W. CORNER N.W_ 1 /4 SECTION 26-T18N-R4E Ln S89'36'21'E ,7500' N89'36'21'W �+ 130.00' 31.42 15r_DUdcSE - - - --j 30' 81 112 15,717 S_( 21 N89'36'21 -w I -1 M y � s• s N38'04'20'W 30.01' PART OF THE N.E.1/4 OF SEC. 27-T18N-R4E LEGEND j ` O - INDICATES CENTERLINE MONUMENTATION AND PART OF THE N.W.1/4 OF SEC. 26-TI"KI-94E b >�. B.L. - BUILDING LINE HAMILTON COUNTY IN['j S.F. -- SQUARE FOOTAGE D.& U.E. - DRAINAGE AND UTILITY EASEMENT I)ULY BNTERI:J FOR TAXATION "�✓ "+ubjl:ct to final acct land for trap*ker clay of CHORD BEARING DELTA ' 555.00 O 118.Sa Percent 12'15'38' C-5 o � 111 N07'10'22'E S89'37 WE C-6 m 126.42'-126-21 A 13,950 S.F. I ' I N 275.00 51.77 51.70 S83'33'50'E Z C-8 300.00 N89'36'21'w 56.40 0 10'47'14' C-9 t60-00' 61.19 P -N83-3 3'50'W 10'47'14' C-10 I 493.64 455.86 N38-53'1 7'W 78'33'52' C-11 385.00 527.92 w�J_'CIDg N38 -53'17'W 78'33'52' 1100 410.00 562.20 519.18 N38-53'1 7'W 78'33'52' $ 14,400 S.F-q , I 3 N85'S1'40'W 06'11'34' C-14 300.00 s 32.41 N85'51'40 -W 0671'34' C-15 325.00 35.13 1G" DUdcSE N89'36'21'w 0671'34' LU v 32.84 160.W10' N86'11'07'W 06'50'29' C-17 300.00 35.82 35.80 N86'11'07'W M C-18 325.00 38.81 38-78 I Cr CL C-19 275.00 61.96 61.83 N83'09'05 -W 12'54'33' �. a 300.00 67.59 14,674 S_F_ I I � C-21 325.00 73.22 73.07 j 12'54'33' C-22 50-00 sss-26,3o'w 35.36 Q U- 'v, M C-23 160.35 36.14 35.36 N68'54'04'W � C-24 w 31.42 28.28 N46 9000'00' C- 25 20.00 31.06 28.03 S32'12'44'E Z z C-26 20.00 31.42 0 N58'18'12' $ 06 16,725 S -F. 20.00 31.42 28.28 S45'23'39'W 9000'00' C-28 20.00 31.42 28.281Ir 9000'00' y � s• s N38'04'20'W 30.01' PART OF THE N.E.1/4 OF SEC. 27-T18N-R4E LEGEND j ` O - INDICATES CENTERLINE MONUMENTATION AND PART OF THE N.W.1/4 OF SEC. 26-TI"KI-94E b >�. B.L. - BUILDING LINE HAMILTON COUNTY IN['j S.F. -- SQUARE FOOTAGE D.& U.E. - DRAINAGE AND UTILITY EASEMENT I)ULY BNTERI:J FOR TAXATION "�✓ "+ubjl:ct to final acct land for trap*ker clay of CHORD BEARING DELTA 1 qudknr 555.00 118.76 118.Sa Percent 12'15'38' C-5 NORTH LINE N.W.1/4 128.39 (ASSUMED BEARINI SECTION 26-T18N-R4E N07'10'22'E S89'37 WE ;INSTRUMENT WAS PREPARED BY BRADLEY P. OTT REGISTERED LAND SURVEYOR INDIANA #9600012 12726 HAMILTON CROSSING BLVD. CARMEL, INDIANA 46032 TELEPHONE (317) 574-3797 1050.84' D.U.&S.E. - DRAINAGE UTILITY AND SEWER EASEMENT D.E. - DRAINAGE EASEMENT N.A.E. - NON -ACCESS EASEMENT 00000 - STREET ADDRESS MINIMUM SETBACKS MIN_ REAR YARD = 20' MIN. SIDE YARD = 10' W/ 20' AGGREGATE 958.50'Du&sE BLOCK V 'A' 20,431 S.F. (COMMONS) '� 65-14' 1 46.17' / l 46.11' 828.50' 73.22' 1 im- ENTRY wAY ESMT. C-21 3110' S�1440- a N89'36'21'W - 828.50' _ _ °` C-20 L'10 o �3 RAIL TIMBER RUN 653.50' 67-59' N7691'4 - 0 �� 00 N89.36'21'w C-19 102.108 W� F7 �,,,� 140.00' 90.00' 90.00' 90.00' 90.00' - 90.00' 18.50' 61.96' 17 - - -�- - s' oua&s��- - -� �- - - - - �,s oua�sE - 5 �.°p ?o,, o Z r- - - - - -_� (.'\,s Du&sE 1 1s' ou&sE 15 D,� f �s R 30 B.L. 591 S I � 30' B.L. [�K-730r & $I 0 30 B.L- 5917 ( I 5919 5921 5923 ' B.L. S9 S 136 N 113 A Io - 140 139 I t38 137 t35 1 14,432 S.F. 3 13 3 15,368 S.F. N Z W I� X16,770 S_F_ of I M 14,432 S.F. �rI 14,432 S_F_ � 14,744 S.F. N 31:M 15,725 S.F. o �3 n S89"36'21'E ( `� c`S. ``' oo 160.00' s I a 114 Ig L_-�1o'Du& - ----�� �- sDu&sE - �s g^ g 90.00 90.00' 90.00' 90.27 I� )14,400 S.F. 72.09' N89'36'21'W 160.98' 36.93' 90.27' _--� I � 77.8i 8318' F - - - - - - - - - 48'w 99.00 m ►851,' - ._.._. 0 10' DU&SE 15 DU&SE - _ _ _ 86.85' 1x S8936'21'E-15' DU&SE - - - .L I 160.00 90. R/W t!1 Z I =' �� 131LL 6 8 t t v e-�' a '� Ji W 'n a -co 5 ^(I I �� mss, 17,171 S.F. �, N o W I N? V, 14,400 S_F. `F 3 g a o I N- _. I YNoTH B L. 132 Z 1 ;� Z N iI 18,746 S.F. 33 Z ^ W � W �► W S89 36'21'E f, 6 ^ M i N �;, > 16000'1 130 �• 16,200 S -F. 134 I i I 24,995 S. "' I Q 64 59' 5920 30' B.L. 5922 15,848 S.F_ _ o Q W z n h�� �Q`boJ�/ 15' DU&SEE x-30' B_5924 �30' ENTRY s -- 116 N I� -,s ou&sE WAY ESMT. Z I I / �h ,Y 1 " 48.76' 21.51' 17.30' -_ - 16,103 S_F. I �71 C-18 72 S6' - - N 56 W 3 I c I I N86"40'14'w 60 00' 86.08' 7.75 1 7� �`Ro,'1" > N N89.36'21'w a • C-17 - - - I o _ I �s I,.�o I ' 114.90' X35-82 N82_4Y52-w C ,3 N K85'O 23 E v x.12 C-,6 BUCKSK' 15864' -14 N885727'W t/1 32.43' 159.16' 16.x' 48 76' 31-24 COVR.T. 69.56' s r G� \ 88.41' mop 2 _'S -r -- 1.6o' - 2'45 -1 N88'57' 7'W \ t 9 m / 65.38 ?0 DUdcSE 5' DU&SE 8 \� ' S2'W 18,277 S.F. 'l" / 5921 "-.3o B 70.23' 2 N 117 ��\ `\ �o� Duan 127 5923 _ 114.56' R 325.00' 15,309 S_F_ \ � 5930' B.L. 17,695 S.F. ^ 126 1 (40 L = 35.13'CLVE DATA TABLE 17,020 S.F. o$ � r� LA 107 w \ p 118 O°/ 18,7 16 839 S_F_ \ �G� � 15,335 S.F. �/ / /oma ��9 w -- oo¢ o� I I I (ASSUMED NORTH) SCALE: 1"= 60' 0 30 60 120 (FEET) •� / 7 '__ _ s _ ^Ip 6 J0, f 55.21' - -15' OU&sE - c� o� M'1 1-W - - - J 90.38 9s.2o' S8374'11'E - 90 90.01" 30.71' 119 _ 90. �. /o OU&SE 106 15,363 S.F. ��` `�3.0 16,589 S.F.. 9� a� /zti , M W W 120 15,456 S.F_ -- Z 121 0 14,771 S_F_ L 122 �- S5\_13209 / ^ u_ 105e`er-- 10�, - 15' 15,513 5.5 3 S.F. 123 3 W IL W ��, 17,135 S.F. �\ e�s> 1390 - - -� 1 0 16,255 S.F. -�,. 0 f- Cid \'s ��90.00, �B (. 13205 I .�►� G Q 3 ?�� ¢ 15. 90.00'&SF c 104 `a� RIFI�j�y 90.00• _ 'J S7810.13� R _ 7 NOTE.- CURVES C-1,2,3,29,30 AND 31 ARE LISTED ON Ay �15,087 S.F. / (15 is 7 N181p.13.w SNA 69-90' E L = 51.77 PLAT FOR SECTION 3-8. 80 .1 S%y // 103 JO'a.� �i* 90.E Z"J�717 _ C-7 3e 9 15,118 S_F_ '0?08_`'- �!5' poi _ 90..0.0" s� _ � 8 `,�� , 102 e ` 1 ` ` _ 1 90.00' 56.48' cv 14,741 S.F. 3 101 1,3204 �5 0.0 �- -9 4'6 /Q q H 14,400 S.F. `3 A9' a $ ; 100 13202 R = 325.00' 14,400 S.F. 999 N78'10'13'W L = 61-19' 3 $ 3_ MOFFITT FARM 14,400 S.F. 1 28 AT PRAIRE VIEW s MOFFITT FARM SECTION 2-A F_ r - Q Z V O Z ~' 0 W Z to Cl) _W � > 0 w 0X W cr a- F_ CURVE RADIUS LENGTH CHORD BEARING DELTA C-4 555.00 118.76 118.Sa NOT10'22'E 12'15'38' C-5 600.00 128.39 128-15 N07'10'22'E 12'15'38' C-6 645.00 126.42'-126-21 N06'39'26'E 1173'47' C-7 275.00 51.77 51.70 S83'33'50'E 10'47'14' C-8 300.00 56.48 56.40 S83'33'50'E 10'47'14' C-9 325.00 61.19 61.10 -N83-3 3'50'W 10'47'14' C-10 360.00 493.64 455.86 N38-53'1 7'W 78'33'52' C-11 385.00 527.92 487-52 N38 -53'17'W 78'33'52' C-12 410.00 562.20 519.18 N38-53'1 7'W 78'33'52' C-13 275.00 29.72 29.71 N85'S1'40'W 06'11'34' C-14 300.00 32.43 32.41 N85'51'40 -W 0671'34' C-15 325.00 35.13 35.11 N85 -51'40'W 0671'34' C-16 275.00 32.84 32.82 N86'11'07'W 06'50'29' C-17 300.00 35.82 35.80 N86'11'07'W 0650'29' C-18 325.00 38.81 38-78 N86'11.07 -W 0650'29' C-19 275.00 61.96 61.83 N83'09'05 -W 12'54'33' C-20 300.00 67.59 67.45 N83'09'05 -W 12'54'33' C-21 325.00 73.22 73.07 N83 -09.05-W 12'54'33' C-22 50-00 36.14 35.36 N69'41'22'E 41'24'35' C-23 50.00 36.14 35.36 N68'54'04'W 4174'35' C-24 20.00 31.42 28.28 N46 9000'00' C- 25 20.00 31.06 28.03 S32'12'44'E 88'58'08' C-26 20.00 31.42 28.?.8 N58'18'12' 9000'00' C-27 20.00 31.42 28.28 S45'23'39'W 9000'00' C-28 20.00 31.42 28.281Ir 9000'00' OWNEWSUBDI M BDC/CARDINAL ASSOCIATES, L.P. C/O GEORGE P. SWEET 12722 HAMILTON CROSSING BLVD CARMEL, INDIANA 46032 (317) 574-3400 N78)0.13 w "MOR r SCHNEIDER ENGINEERING CORP. 12726 HAMILTON CROSSING BLVD. CARMEL, INDIANA 46032 (317) 574-3797 g AT PRAIRIE VIEW � i1: ?or Record in �1 97U 551 11111I 3 SECTION 3-B MARYLL�CLARKNTY, INDIANA On 02-14-1997 At 04:05 ps, PLAT• c?t 90 �• � 365.65 SHEET 1 OF 2 J \IVOJ \UA4>\IJ \1.71fAx.U1Rr I�IV�7, JbV � ,wd. �.� 1