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HomeMy WebLinkAbout1CORNER SW 1/4 =C. 33 -18N -3E 0 V Ly Q: ZJit Z O U 4 U Uj ;W 6n �I �U) N �? OQ 0 V) w O V W ;n t CO w Z Cc V) � I wN Z Wz O U 0 �j U W Ln Ln N 89959'07" W WEST LINE CROOKED STICK ESTATES 1368.42' WEST LIME OF CROOKED STICK ESTATES c CV � SECTION 3 (P.B. 5, PG. 155-157) SECTION 2 PLAT BOOK 5, PAGES 152-154 WI j'_ l 130.00' - w BEARING OR Im 00OfZ wxwa� Z1 coo rn �l _ 00 a, 36 Ola Z Nwa<< 406A2:0 � _ I co 21,5 S. F, 00 I �I 21,760 S.F. 0 F -- 0 i U LJ C ZW-I� Z V) i 0 CORNER SE 1/4 S 00'2458" W 1213.63' BEGINNING POINT THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI REGISTERED LAND SURVEYOR -INDIANA #S0560 SCHNEIDER ENGINEERING CORPORATION 3020 NORTH POST ROAD INDIANAPOLIS, INDIANA 46226 TELEPU"E (317) 898-82132 S 001000,00" W 60. (ASSUMED BEARING) N 89°48'24" E - 2478.39' SUTTON PLACE SECTION 1 SECONDARY. PLAT PART OF THE N.W.1/4 SECTION 4 -17N -3E HAMILTON CAUNl'Y, INDIANA SUBMITTED _JUNE 19, 1490 REVISED JULY 9,•1990 (ASSUMED NORTH) SCALE: F=60' 50 0 25 50 _ 1 0 CURVE DATA TABLE 8 120.OA' Il.l Q- Q f" w © W) 39 00a Q' 21,969 F. 120.00' 1371"?1 t 20 00' ' S 00'024'558" ►i 120.00 127.48' _ 20' D.U.aS._ l i { l W'\ l � w Iw l 130.00' - w BEARING OR C-1 wxwa� o 0o coo „jlo �l 37 00 a, 36 Ola r` Nwa<< 406A2:0 � _ I co 21,5 S. F, Ji 0 I �I 21,760 S.F. 0 0 °° 23,002 S.F. 0 i ai C ZW-I� Z 0 4j io n► 42 18.27' 36.34' I Uri20.835 ; 20,563 S.F.�M 11'551"'1 20,481 S.F. 40' oIz i 1 Z I z C-6 W 485.64 .L.z I 0 N ='I 40'B.L. wl N 00'00'00 E+_ TI:d 467.60' 120.018' S " L 00' 50.32' N C-8 130.00' ._. 155.76 02'02'04 W •A` A1w<4 55 E 15' D.U.BS.E. ( I 17_8.01 z�, 15' D.U.85.E.I N 25'29'55" E t" IR mown, 110.00' 1 1 1 120.00' ` r 12 7.48' 1F^ C-11 43 SUTTON PLACE DRIVE N 00'00'00" E 547.78' 119.90' 120.00' TANGENT 130.00' - 0 BEARING DELTA C-1 1 125.00 160.03 _93.09 149.32 S 36'40'35" E 20' D.U.dS.E. 150.00' 40' B.L. I I � _ I - 1 I 40' 8.l40 _. 73'21 9� C-3175.00' 137.33' 72.42' 133.83' S 22'28'50" E 0 �; 41 io n► 42 18.27' 36.34' S.F. �inj Uri20.835 ; 20,563 S.F.�M 11'551"'1 20,481 S.F. 475.00' 461.36' w IU) 1 :5i� iv I 0 C-6 I o I 485.64 ULf I 0 N 7S D.U.8S.I: ='I I I oQ�&�� I 1 �� wl N 00'00'00 E+_ 261.12' 467.60' 120.018' S " 77'26'32" E 00' 50.32' N C-8 130.00' ._. 155.76 02'02'04 W - 55 E 50'59 51 C-9 200.00' 17_8.01 z�, 172.20' N 25'29'55" E 211111110MMONS& mown, ori 200.27' 107.31' 193.72i N .._ 25'29 r- 55 E .-.�. �.»- 50'� _. 59 _5-1 C-11 43 402.04' 202.29' 400.77 N 82'07 22 E „ 15'< 17 C-12 6&= ��,` 240.46 474.76 22,883 S.F. 80'48'54'' E ffift'_ - . 1 I d �J DEVELOPER: LAND INNOVATORS 234 SOUTH FRANKLIN ROAD INDIANAPOLIS, INDIANA 46219 PHONE: (317) US -431 a 1Ul, 1 �°� 1 6 rn2 � 2 Plan Commission: Under authority provided by Title 36, Acts of &� 1981, P.l.. 309 enactad by the General Assembly of the State of rn Indiana, and all acts amendatory or sup aAentary tberete, and on ordiiianc.e adopted by the common counci# of the City of Carmel, Indiana, this plat Was given approval by tl►e City of Carmel, 4s follows: Adopted by the Carmel Plan Commission at a meeting hod l9 1990. CawrenswlJ+lay Plan ssia Wesley G. S cher, Director Department of Couvaugity E)eveloprneattt Carme't. :URRADIUS LENGTH TANGENT CHORD 0 BEARING DELTA C-1 1 125.00 160.03 _93.09 149.32 S 36'40'35" E C-2 150.00' 192.04' 111.71' 179.19' S 36'40'3 E 73'21 9� C-3175.00' 137.33' 72.42' 133.83' S 22'28'50" E _ 44'57'40 C-4 175.00' 36.41 18.27' 36.34' S 6723 3-`-4 -E 11'551"'1 C-5 475.00' 461.36' 250.70' 443.43' N 78'4921"_ E 0 C-6 500.00' 485.64 263.90' 466.77' N 78.49'21" E _55';4_9 9'0" C-7 525.00' 484.63' 261.12' 467.60' N 77'26'32" E _55' - 52'5:5'22" C-8 175.00' 155.76 83.47' 156_0"__R_25'29 55 E 50'59 51 C-9 200.00' 17_8.01 95.39' 172.20' N 25'29'55" E _ 50`59'51° C -tib 225.00' 200.27' 107.31' 193.72i N .._ 25'29 r- 55 E .-.�. �.»- 50'� _. 59 _5-1 C-11 14x62.11' 402.04' 202.29' 400.77 N 82'07 22 E „ 15'< 17 C-12 1487.11' 476.80 240.46 474.76 N 80'48'54'' E _ 18'22'12" C-13 1512.11' 419.18' 210.94 417.84' N 82'03'30'' E _ - 15'53'0" -To". n- 14 , 268.83 151.02 _77.56' - , 149.05 S .Q 16'05'38 W 32'1115 C-15 293.83' 190.30' 98.62' 186.99 S 1-8'3-3'-1-5-5-4'--W---37'C,'30' C-16 318.83' 183.15 94.18'180.64 S S S 16'27 2 W_ 08'09'33" W 06'59'48" W 32'S�1'45 _ 14'1L748 C-17 1049.72' 262.24 131.81' 261.56 C-18 1074.72' 362.05 182.76' 360.34' C-19 1099.72' 280.02 140.77 279.27 S N 08'03 01 W 18'1_0 05" W _ 14'3x'21 36'10 9" :-20 537.36' 340.78' 176.34 335.10 C-21 562.36' 382.8] 199.16 375.46' N 19'30'05 W -22 587.36' 374.82 194.04' 368.49 N 18'16'54 W S 82'03'46" W 36'3.9 47 '-23 1233.39' 341.71 171.96' 340.6 3 15'5:x'28 :-24 1258.39' 416.87 210.36' 414.96 S 80'30'35' W 18'58'49 16''16 3 ,-25 1283.39 '59 61 180.99' 353.43' S 81'58'22 W _ .00 - _ 4. 8' 18.18' 34.18' N 86.04'14" W 39.58'04" G-2 0 0' 37 51' I 36.64' 52i77 56- W 42°59'11" FOR LAND DESCRIPTION SEE SHEET 5 LEGEND N 04"19 34 W 17 8.38' JI 44 21,123 S.F. w N 09.31 04" 164.30' 45 20,085 S.F. oI � 0 O, N CD J 127.78' _I Zy�W� U 44 8a<W� 40'B.L,-J I 0W VQ3,.za 3 UT 10 54012 is �; w;, o < U AfK4. WDW rn 1 53 i0 gyp; i� 20,131 S.F.�LO tQ 10' O.U.a5.9� 0 1 I 127.78' �� N 6) I 0 IkP\\LP. 52 ' o 1 o � 18,171 S. F. Cu o I- I c I o \NN M :N IPD M �- \ D S 05'U5'23" E I © I 165.51' N � I N ` n U4 0t j� 1 1 rn N CA �► 1. - LA 51 20,505 S.F. it - Q. :S trJo z p� c�-T��a 1 S 10 35' o\ ©�1 on W m1 rn 1 LA 14.4,2,35" W , o M co O• Uj cv \ -� A C o f U °TSV v o 18,148 S. F.I Q i 60, i X4 �\ 47 o�soG 24,778 S.F. - CONCRETE MONUMENT 0 - INDICATES 5/8" REBAR W/CAP - INDICATES 5/8" DETECTABLE ALUMINUM ROD W/CAP 91. -- BUILDING LINE 87.51' SF -- SQUARE FOOTAGE N•A,E, - NON -ACCESS EASEMENT D•U.&S.E.-- DRAINAGE UTILITY AND SEWER EA5FM(~NT O.E. - DRAINAGE EASEMENT 198• .G � 1 o 0 J 127.78' _I Zy�W� U 44 8a<W� 40'B.L,-J I 0W VQ3,.za 3 UT 10 54012 is �; w;, o < U AfK4. WDW rn 1 53 i0 gyp; i� 20,131 S.F.�LO tQ 10' O.U.a5.9� 0 1 I 127.78' �� N 6) I 0 IkP\\LP. 52 ' o 1 o � 18,171 S. F. Cu o I- I c I o \NN M :N IPD M �- \ D S 05'U5'23" E I © I 165.51' N � I N ` n U4 0t j� 1 1 rn N CA �► 1. - LA 51 20,505 S.F. it - Q. :S trJo z p� c�-T��a 1 S 10 35' o\ ©�1 on W m1 rn 1 LA 14.4,2,35" W , o M co O• Uj cv \ -� A C o f U °TSV v o 18,148 S. F.I Q i 60, i X4 �\ 47 o�soG 24,778 S.F. - CONCRETE MONUMENT 0 - INDICATES 5/8" REBAR W/CAP - INDICATES 5/8" DETECTABLE ALUMINUM ROD W/CAP 91. -- BUILDING LINE 87.51' SF -- SQUARE FOOTAGE N•A,E, - NON -ACCESS EASEMENT D•U.&S.E.-- DRAINAGE UTILITY AND SEWER EA5FM(~NT O.E. - DRAINAGE EASEMENT 198• .G � 1 o un 1 f � 50 n ✓ o� \ •�G1 N LA. , a 22,302 S.F. ,GQP.- ,�^ 16,3, rn S 19� .36�11y p 1.a �D cvw s. R \ 9 ` NJ 23,720 S.F. / I �o Q J S 9. h/ ' 41 rn 7$1Q 96' W o 11 �v & co C7 / N °Orn, 48 '? 4. 0 29,783 S.F. ,gn /� y u: QW L 44 i 40 S 00'00'00" W { 140.92'- FOR CONTINUATION SEE SHEET 4 SHEET 1 of 5