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HomeMy WebLinkAbout08030104.2F SECTION ONE - A and ONE - B PT. OF NORTHWEST 1/4, OF SECTION 22, TOWNSHIP 18 NORTH, RANGE 3 EAST CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA NW CORNERS 1/2. / N WSW E - 17.82' NORTH S 1/2. SW 1/4, NW 1/4 , SEC 9- T17N -R3E SW 1/4, NW 1/4 T 8 89r40'0T E - 88.76' SEC 9- T17N -R3E POINT OF BEGINNING 3 i3 `A F1E W 0 U a z 3 N YI zz �-i CIA)_ 0 rn V N 851'34 E - 1245.35' 73.1 7.5 N OPEN SPACE COMMON AREA 'DT 35 D-E- SECTION 1 - B 8 25,201 sq. ft. 721.04' _ 136.49 172.7 S 88'51'34 W M I gz --I �-- ro VARIABLE D.U.&LE a �� �S0111 t 194 Mg I I \ \\ Iw n I y IN O LINE { I 177 p z w z L2 1 2377 N " + 172.73 � N 01 m C5 {go SECTION 1- A el N; m L6 I D~ n0oi C% I°' i 40,37 + /D 1�p W Om C I Ft J GO N A D 5 6 7 '4755' 1 35,540 sq n 46,378 sq ft. 51,471 sq ft. 120.00 f 39 384 { { 378 5548 5r ' ILDWG TINE- 27.85 54.77 °a 18040 21'02'21' 33,42 65.73 L2 ' - -- '� 8 ° 10085, 2✓f"b.0�"E- - u N 7940'. W L4 172.77' L6 l0 77,050 ft. S 8851'18' W O6 \ s9 m _ 463.17' y°'Q \ 372 S a8'S1'18" T�EE.'3DALE GRCLE L5 175.00' L7 a N �� 3 E S - S 88'51'18" W L3 5 .3D.U.k `a= of Z5' D.U.& &E -A N�RIABLE r� 0 z ao 50' BUILDING L NE 4 � �oo boo 36,907 sq ft. 47,107 sq ft. \ D i 2389 2383 I i 44,369 sq n \ v III���111 LE EW - - - - - EASEMENT SETBACK LINE CENTERLINE SUBDMSION BOUNDARY - - ADJOINER PROPERTY LINE • OPPER THE COVENANTS AND RESTRICTIONS WHICH ARE REFERENCED TO THIS PLAT AREA RECORDED IN INSTRUMENT No.200000044332 RECORDED ON 9 -06 -2000 SECTION 1 - B COMMON AREA 'A' DRAINAGE AND UTILITY EASEMENT 6214 Aa2 ;9 � 1 14 O 9 Is R A RETENTION POND ILrn POOL REV. - 856.5' 115,615 sq ft. I z 3 � $ mry � F2-3-66-1 �y SECTION 1 - A / J / -,ASA i o. ' 4293 / > / J a0 i VARIABLE U. E �% SELGW _ 124.81' 81.08' y - - /' 25 D. & U.E SE CORNER, SW 1/4, NW 1/4 _ i SEC 9- T17N -R3E S_ '51'16 W - S 88'51'16" W f�- 261�.2�0 � --r- LI � ,. 25' D. & u.E O & L E COMMON AREA/ - - - - - - _ N 8851'16 /! 1.85' � R // 1G / I / RELOCATED 60' GAS PIPELINE EASEMENT PER / PER M.B. 31. PC. 121 AND Y.B. 31, PG 278 -280 PRECISE LOCATION AND WIDTH OF EASEMENT I AS CURRENTLY DEFINED. SECTION 1 - B m + `" P IV x S 8934'37 W S 8934'37 W 114,809 aq n I CURVE TABLE LINE I % o RADIUS z ANGEN SECTION 1- A 1-1 L2 1 2377 280.00 35'35'50' 90.79 172.73 L4 O Ns N +_ ° a o I L6 46.99 2540 \ \ 3421 40,37 + /D 1�p W Om C I Ft J GO N A CS + I 230.00 '4755' U922 211.69 1$ n s, '^ 9j 120.00 f 19.44 f I 5548 15040 AA Ae 57 E p 27.85 54.77 °a 18040 21'02'21' 33,42 65.73 I 22040 N14 I 57.47 F I z D 37.417 89 $ I 8 1m 3 35 I 144.75 175. 92.18'3 IS 2365 m U O 0 s 88'51'16 w- 411.93' � I� w u N ^? � SECTION 1 - B 35' D's"' OPEN SPACE COMMON AREA 'D3' s ° 70.01' o S 88'51'16- W- 426.4 ' 0 19,039 sq. ft. w r I m S W51'16' W - 496.50' NOT INCLUDED KENNETH & HELEN STEPHENS z it n NORTH UNE, SIN 1/4 BOOK 170. PG. 46 SEC 9- T17N -R3E 17 NOTES: 1. DISTANCES AT TERMINATION OF UTILITY EASEMENTS s� ARE PERPENDICULAR TO EDGES 2. SEE PAGE 2 FOR LEGAL DESCRIPTIONS, DEDICATIONS, AND SIGNATURE BLOCKS. , 112.82' cJ 6� LE EW - - - - - EASEMENT SETBACK LINE CENTERLINE SUBDMSION BOUNDARY - - ADJOINER PROPERTY LINE • OPPER THE COVENANTS AND RESTRICTIONS WHICH ARE REFERENCED TO THIS PLAT AREA RECORDED IN INSTRUMENT No.200000044332 RECORDED ON 9 -06 -2000 SECTION 1 - B COMMON AREA 'A' DRAINAGE AND UTILITY EASEMENT 6214 Aa2 ;9 � 1 14 O 9 Is R A RETENTION POND ILrn POOL REV. - 856.5' 115,615 sq ft. I z 3 � $ mry � F2-3-66-1 �y SECTION 1 - A / J / -,ASA i o. ' 4293 / > / J a0 i VARIABLE U. E �% SELGW _ 124.81' 81.08' y - - /' 25 D. & U.E SE CORNER, SW 1/4, NW 1/4 _ i SEC 9- T17N -R3E S_ '51'16 W - S 88'51'16" W f�- 261�.2�0 � --r- LI � ,. 25' D. & u.E O & L E COMMON AREA/ - - - - - - _ N 8851'16 /! 1.85' � R // 1G / I / RELOCATED 60' GAS PIPELINE EASEMENT PER / PER M.B. 31. PC. 121 AND Y.B. 31, PG 278 -280 PRECISE LOCATION AND WIDTH OF EASEMENT I AS CURRENTLY DEFINED. SECTION 1 - B m + `" P IV x S 8934'37 W S 8934'37 W 114,809 aq n I CURVE TABLE LINE LENGTH RADIUS DELTA ANGEN CHORD L2 175.59 280.00 35'35'50' 90.79 172.73 L4 3959 2540 90.43'21' 25.32 3558 L6 46.99 2540 07.40'58' 3421 40,37 RCURVE 552 120.00 02'38'02' 2,76 552 219.98 230.00 '4755' U922 211.69 3855 120.00 18.24'19' 19.44 38.38 5548 15040 21.02'21' 27.85 54.77 6610 18040 21'02'21' 33,42 65.73 57.64 22040 15.00'40' 28.99 57.47 LINE TABLE LINE I LENGTH HEARING LI 6995 s0o'25.23'E L2 2884 S88'51'18'V L3 3014 S86'S1'18'W L4 1246 N88'51'18'E L5 14.80 NBB'51'18'E L6 3040 NBB'5118'E L7 27.77 Ne8.511 Le 30.33 S00.2523'E CENTERLINE MONUMENTATION (C WELD) • SUBDIVISION CORNER MONUMENT A SECTION CORNER U.E. UTILITY EASEMENT PLAT S.E. SANITARY EASEMENT SEMNDA ��/ P i, A LE. LANDSCAPE EASEMENT R/W RIGHT -OF -WAY D.E. DRAINAGE EASEMENT GRAPHIC SCALE CERTIFIED THIS _ DAY OF e m 10D m goo KEELER -WEBB ASSOCIATES ( IN FM) 1 Inch - 100 rL This plat is based in part by surveys prepared by Weihe Engineers, dated June 8, 1995 and April 3, 1996. A.L. DeHART, L.S. This instrument prepared for Lucky, LLC 9919 Towne Rood, Carmel, Indiana 46032 (317) 872 -4277 REGISTRATION No. 29500025 This instrument prepared by Keeler Webb & Associates, Adam L. DeHart, L.S. 486 Gradle Drive Carmel, Indiana 46032 (317) 574 -0140 STATE OF INDIANA 2360 SECTION 1 - A ( $ N p•. Y. RETENTION POND o POOL a".. - 856.0' F Ic U � a COMMON AREA 'B' DRAINAGE AND UTILITY EASEMENT 2.517 Aat w 1 EK 3 7 a' H Q 1 W =111, C045 N Cn t M �o II . u. z i� 47 co 58 Z CiD T w D I v � - IN o ,o P) � A rn ♦♦ l sa 159.09' '1,y* N 88'5116' E �J' $ 40' D.U.Ad.E SECTION 1 - B "• � Ig 220.83' 198.59' S 885116" W - 419,42' 2000. it i F v N z a z 59 7 .7