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Home My WebLink About069-94 SP Secondary PlatASHMORE TRACE Secondary Plat , Submission Date- JULY 25, 1994 The undersigned, SAFCO Inc., by Richard Fisher, owner of the real estate shown and described herein, does hereby lay off, plat and subdivide in accordance with the within plat. The restrictions, limitations and covenants are recorded in Instrument #---__-_-_-__ and are hereby imposed and sholl run with the land contained in such plat. This subdivision shall be known ' & designated as "Ashmore Trace." All streets shown and not heretofore dedicated are hereby dedicated to the public for its use. Witness my signature this day of •?s-,0 -112 1994 11-1z RICHARD FISHER SAFCO INC. STATE OF INDIANA COUNTY OF HAMILTON Before me, the undersigned, a Notary Public in and for said County and State, appeared Richrd Fisher, of Sofco Inc. who acknowledged the ' _ foregoing instrument as his voluntary act and deed for the use and purposes therein expressed and affixed his signature thereto,,,,,, W �m7 h, nd Notarial Seal this"`'day of 1994. (911.215 /a 8 F��t>� xpires: L EGA L DESCRIP TION Part of the Northeast Quarter of the Northwest Quarter of Section 22, Township 18 North, Range 4 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly described as follows: BEGINNING at the Northeast corner of the Northeast Quarter of the Northwest Quarter of Section 22, Township 18 North, Range 4 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana; thence South 00 degrees 06 minutes 40 seconds West (measured bearing - assumed basis of bearing is South 90 degrees 00 minutes 00 seconds East on the North line of said Northwest Quarter) 614.44 feet on the East line of said Northwest Quarter to the center line of the Emily Vestal Ditch (an open legal drain); the following eleven (11) courses are included for mathematical closure purposes, the actual boundary follows the meanderings of the center line of said ditch; 1.) thence South 36 degrees 50 minutes 56 seconds West, 31.85 feet; 2.) thence South 32 degrees 20 minutes 13 seconds West, 109.31 feet; 3.) thence South 37 degrees 19 minutes 26 seconds West, 69.15 feet, 4.) thence South 32 degrees 58 minutes 03 seconds West, 122.09 feet; 5.) thence South 04 degrees 18 minutes 41 seconds West, 48.05 feet; 6.) thence South 39 degrees 34 minutes 13 seconds West, 79.44 feet; 7.) thence South 53 degrees 26 minutes 31 seconds West, 44.06 feet; 8.) thence South 56 degrees 08 minutes 30 seconds West, 56.72 feet; 9.) thence South 00 degrees 42 minutes 06 seconds East, 50.76 feet; 10.) thence South 43 degrees 12 minutes 30 seconds West, 106.27 feet-, 11.) thence South 34 degrees 27 minutes 48 seconds West, 169.99 feet to the South line of the Northeast Quarter of said Northwest Quarter; thence North 89 degrees 55 minutes 13 seconds West 825.93 feet on the South line of the Northeast Quarter of sold Northwest Quarter to the Southwest corner of the Northeast Quarter of said Northwest Quarter; thence North 00 degrees 08 minutes 44 seconds East 1323.93 feet on the West line of the Northeast Quarter of said Northwest Quarter to the Northwest corner of the Northeast Quarter of sold Northwest Quarter, said corner being collineor with and equidistant from the Northwest corner and the Northeast corner of sold Northwest Quarter; thence North 90 degrees 00 minutes 00 seconds East 1314.73 feet on the North line of said Northwest Quarter to the POINT OF BEGINNING. Containing 36.10 acres, more or less. Subject to the right-of-way for 146th Street. Subject to the Statutory Easement for the Emily Vestal Legal Drain. Subject to all legal easements and rights-of-way. This subdivision consists of 67 LOTS, numbered 1 through 67, Block "A", Block "B" and Streets, all as shown on the within plat. The size of the Lots, Blocks, and the width of the street right-of-way is shown in figures denoting feet and decimal parts thereof. __2.� 19 Witness my signature this /Y,Ydoy of ��r __ __ / MMp111Hl1k/�� ►N H. W ''��. No. Allan H. Weihe, Reg. L.S. - Indiana # 10398 )J* _* 1 M ;TATE OF f BOARD OF PUBLIC WORKS ti �ff • "c•�'p• �o,�IN ,,l'''�/IS f R11t %# Plat Approved: , Z, -z , e,--1 /,/,/. Rick McKin Ted J nson Mayor Pla l A;Qvmved: --I David Cunninm Department of Community Development Carmel, Indiana This Instrument Prepared by Allan H. Weihe, President - Weihe Engineers, Inc. SHEET I OF 2 0 ASHMORE TRACE Secondary Plat Submission Date: JULY 25, 1994 N.W. COR. N.E. 1/4 N.W. 1/4 NORTH LINE, NW 1/4, SEC 22-T18N-R4E SECTION 22-T18N-R4E - - - §90'00'00"E - 1314.73' 298.87 ' - 3 �3 8 0 I = o n O C60 I N.E. COR. N.W. 1/4 Centerline of 146th Street SECTION 22-T18N-R411 ^ CURVE DATA TABLE 1� �� 2' N. R/W LINE 1 ?' NA.E CURVE DELTA CHORD DIR. RADIUS LENGTH TGNT. CHORD C-1 225.00' 136.27 70.30 134.20 a7 175.00 144.08 76.40 140.04 _ - - - - - - 117.33 275.00 91.09 45.96 90.67 -4 1' 1 9'16'11 " 200.00 179.95 96.58 173.94 _ 200.00 156.99 82.79 152.99 C-6 7 N 4'21 " F 250.00 345.35 206.63 318.54 _ 290.00 518.04 36&36 451.86 _ --------7 290.00 55.44 27.81 55.36 _9 nt N J 545.00 113.59 57.00 113.38 C-10500.00 VARIABLE WIDTH DRAINAGE ESMT 56.08 i •. / N 56.05 C6-1 16'33'23 526'25 21 W 200.00 57.79 29.10 57.59 C7-1 18.04 56 S09'06 12 W 200.00 1 63.12 31.82 62.86 C8-1 12-32-00- §06'12 16 E 200.00 1 43.75 21.96 43.66 C10-1 16'56 25 SO4'00 04 E 250.00 73.92 37.23 73.65 C11-1 02'02'15 S05'2914 W 250.00 8.89 4.45 8.89 C15-1 15'55'43" S01'27'28'E 225.00 62.55 31.48 62.35 C16-1 14'18'07" S16 -34'24"E 225.00 56.16 - 28.23 56.02 C16-2 25'08 31 S11'09'12 E 50.00 21.94 11.15 21.76 C17-1 42'44'02' S22'47 I04'W 50.00 37.29 19.56 36.43 C`17 -2__5_l '38 38 S18'19 46 W 50.00 45.07 24.19 43.56 C18-1 57'20'49 S36 -09'58"E 50.00 50.04 27.34 47.98 C19-1 C19-2 69'24'13- 08'49 35 N 7' N50'10 12 E 50.00 0 60.57 7.70 34.62 386 56.93 7.69 C20-1 59'02'57' S84'06 29"E 50.00 51.53 28.32 1 49.28 C20-2 07'51 25 S70'17 45 E 225.00 30.85 15.45 130.83 C21-1 15'47'46" S82'07 20 E 225.00 62.03 31.21 61.83 C22-1 19'53'11" --i4_80-02"I2 E 275.00 95.45 48.21 94.97 C23-1 16'23'52 N61'53 40"E 275.00 78.70 39.62 78.44 C24-1 16-23-52-- N45'29'48"E 275.00 78.70 39.62 78.44 C25-1 16'23'52 N29'05'56 E 275.00 1 78.70 39.62 78.44 C26-1 10'04 05 N15'S1 57 E 275.00 1 48.32 24.22 48.26 C29-1 13'37'35 N04'01 08 E 315.00 74.92 37.64 74.74 C30-1 C31-1 14'27 05 14'27'05" N10.01 12 W N24'28'18 W 315.00 315.00 79.45 79.45 39.94 39.94 79.24 79.24 C32-1 C33-1 14'27'05 14'27'05" N38'55'23"W N53'22'28"W 315.00 315.00 79.45 79.45 39.94 39.94 79.24 79.24 C34-1 C35-1 C36-1 C37-1 C38-1 C39-1 14'27'05 12'45 05 12'45"05- 01'55'01 47'10'18 05.54'52 N67'49'33"W N81'25 38 W S85'49'17 W S78'29'1 3 W N11'06.53 E S80'2910 W 315.00 315.00 315.00 315.00 150.00 265.00 79.45 70.10 1 70.10 1 1054 1 123.50 27.35 39.94 35.20 35.20 5.27 65.49 13.69 79.24 69.96 69.96 10.54 120.04 27.34 C40-1 C41-1 C45-1 C46-1 06'24'12" 12'34'28 10'3215 47'03'57' S09'16'10 -E 500'13'09 W §01'1416 W S27'33'51 "E 300.00 30000 175.00 175.00 33.53 65.84 32.19 143.75 16.78 33.05 16.14 76.21 33.51 65.71 32.14 139.75 C47-1 38.55'24' S70.33'31 " E 175.00 118.88 61.84 116.61 C48-1 04'48'26' NO2'28'60 E 525.00 1 44.05 22.04 44.03 C49-1 01'3711 N05'4147"E 525.00 1 14.84 7.42 t4.84 C52-1 04-22'54'- N04'18 57 E 520.00 1 39.77 19.89 39.76 C53-1 07'33'35" N01'39 19 W 52000 68.61 34.36 68.56 C54-1 09'0812 N01'56 17 E 570.00 90.89 45.54 90.80 C55-1 02'48'18 N04'01 57 W 570.00 27.90 13.95 27.90 C55-2 31'59.46 S69'42 05 E 265.00 147.99 75.98 146.07 C56-1 23'15'36" S42'04 24 E 265.00 107.58 54.54 106.84 C57-1 C58-1 23-33-02- 17'43 29 518'40'05 E S01'58 11 W 265.00 265.00 108.92 81.98 55.24 41 32 108.16 1 81.65 C61-1 15-16-05- §18'27'57 W 225.00 59.96 30.16 59.78 C62-1 29'41 34 S40'56'47 W 225.00 116.60 59.64 115.30 C63-1 C64-1 34'1112 06'25'36" S72'5311 W NO3'17'35"E 225.00 475.00 134.25 53.28 69.19 26.67 132.27 53.25 C111-1 24'11'48" 1 S22'36'08"W 200.00 84.46 1 42.8783.84 C112-1 26'18'50" 1 N21'32'37"E 250.00 114.82 1 58.44 113.81 L EGA L DESCRIP TION Part of the Northeast Quarter of the Northwest Quarter of Section 22, Township 18 North, Range 4 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly described as follows: BEGINNING at the Northeast corner of the Northeast Quarter of the Northwest Quarter of Section 22, Township 18 North, Range 4 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana; thence South 00 degrees 06 minutes 40 seconds West (measured bearing - assumed basis of bearing is South 90 degrees 00 minutes 00 seconds East on the North line of said Northwest Quarter) 614.44 feet on the East line of said Northwest Quarter to the center line of the Emily Vestal Ditch (an open legal drain); the following eleven (11) courses are included for mathematical closure purposes, the actual boundary follows the meanderings of the center line of said ditch; 1.) thence South 36 degrees 50 minutes 56 seconds West, 31.85 feet; 2.) thence South 32 degrees 20 minutes 13 seconds West, 109.31 feet; 3.) thence South 37 degrees 19 minutes 26 seconds West, 69.15 feet, 4.) thence South 32 degrees 58 minutes 03 seconds West, 122.09 feet; 5.) thence South 04 degrees 18 minutes 41 seconds West, 48.05 feet; 6.) thence South 39 degrees 34 minutes 13 seconds West, 79.44 feet; 7.) thence South 53 degrees 26 minutes 31 seconds West, 44.06 feet; 8.) thence South 56 degrees 08 minutes 30 seconds West, 56.72 feet; 9.) thence South 00 degrees 42 minutes 06 seconds East, 50.76 feet; 10.) thence South 43 degrees 12 minutes 30 seconds West, 106.27 feet-, 11.) thence South 34 degrees 27 minutes 48 seconds West, 169.99 feet to the South line of the Northeast Quarter of said Northwest Quarter; thence North 89 degrees 55 minutes 13 seconds West 825.93 feet on the South line of the Northeast Quarter of sold Northwest Quarter to the Southwest corner of the Northeast Quarter of said Northwest Quarter; thence North 00 degrees 08 minutes 44 seconds East 1323.93 feet on the West line of the Northeast Quarter of said Northwest Quarter to the Northwest corner of the Northeast Quarter of sold Northwest Quarter, said corner being collineor with and equidistant from the Northwest corner and the Northeast corner of sold Northwest Quarter; thence North 90 degrees 00 minutes 00 seconds East 1314.73 feet on the North line of said Northwest Quarter to the POINT OF BEGINNING. Containing 36.10 acres, more or less. Subject to the right-of-way for 146th Street. Subject to the Statutory Easement for the Emily Vestal Legal Drain. Subject to all legal easements and rights-of-way. This subdivision consists of 67 LOTS, numbered 1 through 67, Block "A", Block "B" and Streets, all as shown on the within plat. The size of the Lots, Blocks, and the width of the street right-of-way is shown in figures denoting feet and decimal parts thereof. __2.� 19 Witness my signature this /Y,Ydoy of ��r __ __ / MMp111Hl1k/�� ►N H. W ''��. No. Allan H. Weihe, Reg. L.S. - Indiana # 10398 )J* _* 1 M ;TATE OF f BOARD OF PUBLIC WORKS ti �ff • "c•�'p• �o,�IN ,,l'''�/IS f R11t %# Plat Approved: , Z, -z , e,--1 /,/,/. Rick McKin Ted J nson Mayor Pla l A;Qvmved: --I David Cunninm Department of Community Development Carmel, Indiana This Instrument Prepared by Allan H. Weihe, President - Weihe Engineers, Inc. SHEET I OF 2 0 ASHMORE TRACE Secondary Plat Submission Date: JULY 25, 1994 N.W. COR. N.E. 1/4 N.W. 1/4 NORTH LINE, NW 1/4, SEC 22-T18N-R4E SECTION 22-T18N-R4E - - - §90'00'00"E - 1314.73' 298.87 ' - 3 �3 8 0 I = o n O C60 I N.E. COR. N.W. 1/4 Centerline of 146th Street SECTION 22-T18N-R411 ^ J0 / o 00 9669 S�1Y / O '`1' h ry O 14902 S.F. o� so 0 0 I.X T 42'13 E Ngo 381 wE N81'25'38'W o ti s ly N7 4 - --S-I �- -9q_39 p' U,E 3 40to l I _ o 1 sy33.w / O SSE 20' t0 o 0 0, o^Q61 , / gN5f50 JI t3,,w �•� �° 37 = b 36 �^ ool 7 aN N / 38 o N8363 S.F. z8892 S.F 1=8892 S.F. s 34 , �S37S• ��I 10497 S.F. �o� ^ u 16352 S.F. Z 22 6L 2 10024 S.Fo� NI U T _4 70 1D 70.1p N8T56'16"w 15' -� 6372 105 7,1 C36-1 C35_1 /,z� 33 CS 9. 120.96 u 13946 A� 8 C3q 45 10035 S.F 2� 8 RO c- 1 � 10 GE 8 1 J �- CHERRY R E 22e 55 �% 9416 S.F. i N701 T.51 44 9577 j 3 Ln r 14;, y 8�+ TMJ N 75223"W N _ I 9 \ cor ♦ \\� 132.89 o s 107 51 -p 9995 S.F.OD a, 545 OD 39 9r co m ` w 1 12895 S.F. 10596 S. F. �� r, 4 0 0 11 + c 11094 S F. n W ♦ 10236 Sf, W S.F. II a \ 31 � 149.68 13.30 111.58 o J �Ifj8722'11'E �"�b 56 \D U11 N8755 56E I O I 11085 S.F. 11008 c oL59.t2 9510 S.F. \ SF \ i 10 , C 0 11� 53 U 0000 11592 S.F. ° II CD 4 1 oU1 I� 8922 S.F. nf s\ \�.• N`�9\, o° r N7�45`�5 ` z_ n 10 I Y� O J �• C, 1 137 S.F I N88'45'2a"w !n U o m 1� o I ,� 155.35 J _ 54 �� 57 N 30 (V I'� + (V m l v A. N83gI'46'W + N N \ \.1 9632 S.F. 1 �� 12195i S.F. f N I 1 1 'I I 110.03 52 v I ry `' 9914 S.F. \ \rn 1 u �^1 N W W ^ I 11 348 S.F. I I 4 I h 8861 S.F. n_ N8125.04 W 3 5t s` 83006' E I 130 00 I I • N8,S I f N8T12'20'E 00 8658 S.F. °I ?9'3TW < v ,, m n 1 47.14 I fU v 109.90 ^ I O 6 7 NI I^ 4 58 - m v+ I I w o l a Q j N83-29'3TW I h 5/ 1 n C1 01 100 9268 S.F m I N 1 29 1� M �t O a 11 �' I 10589 S.F. Z o Z 10722 S.F. IIW 0 0,7 h . ^� L A79.1 I 12127 S.F. Id °' (� L 7.5' D k U.E J' W �I Mw�' 78553 S. F W 7 5_D USE NJ /- 05 W uCO o .t! o CD NI Im Q �7 5 �. d�UE ^ N Z _ �" 1700 13 I z Z O 38-- j n 43 `vl -1•M _ Q' i 25.68 0 N7g' .00 o -,3878 3 Q. ^ o �- ;p _ ] N J I _ 'oov� 1 O'05`W o W I I668 S.F. II 5 F- In13 IP 3 �8 I I 66 ib- 59 �Oz n .32 10409 S.F. 4661 8365 S.F. 10095 SF. 50 ,- � ' CO Floodway Limits o qt 0 O BLOCK B /� o 538,146 S.F. / VARIABLE WIDTH DRAINAGE ESMT. / Green Space / Common Area / / IPF // yati• ?�33 31.85' S36'50'56"W 109.31' / S32'20'13"W 69.15' §37'19'26"W / I^ Ln LJ 4 4 8461 S.F. 0 W 1 jD oo b r 11050 S.F. II__N W 130.42 U I 8569 S.F. �I N83'29'3T,y o F- 119.25 m z 1300p I 0 I I ^� I 109.61 N I ��` 60 N _o a Green Space \ I 3r I � c _b Common Area o I 14 a 50 0 N832g W I I� n I 65 ~ �8414f.F. 1 0 3 ^ I I 110-47 49 ^ I 9078 S.F. h ` ^ or ry 9468 S F I^ I I h x439 S.F I ° 1 ^ N79 1p05'W v / Z O \) I o I 45 n I �� i o N83, 37-W w 110.00 � O /lO 111'50 S.F. I$ 0 / 1-1 12206 I �I N84'33'S1"W + : 116.73 hn rn W / `� 4 LL X �N 9512 S.F. ^I �N 109.69 _ �I Ino 6 1 2 ' 000 / / Cj S O I n o� i m o~^ U N N7gI) . \QJ 0 I 15 1 . ry N8558'G8'E 48 1< m I 64 I z 8755 S F W ^ n U n ( N v v 9669 S.F. / y / 9021 S.F. I O 109.51 y�� 8375 S.F. ry ��/ 63s4 ; ; o' / ` 1 7�,\ `.5' D. ti U.E I o co I 72 63 0� h� 9e 1,> 0�w h U N / 26 W/ W U ^ - O i0 122.09' S32'58'03"W 48,05' SO4'18'41 "W 79,44' S39'34'13"W 122 39 p n \ 46 3/a� 11855 S.F. "y / 44.06' O I 1 6 C) a' r' 11005 S.F. f 62 �' .`= �, a \ �� Nessa a7'E 895s a7"E 9247 S.F / N o0o P So /3 §53'26'31 "W ori i •. 87.501 r y /G�. 6� o/., \a ,\\ �I Li W o, � o / os 2 56.72' 9953 S.F. p ! h 7� as ; y e �'o 1 / so. 's\ �� a 4 7 d oti ^0. w ' $56'08'30"W N = \ I - i I� 63 mss, ,GQ �ry , / 25 14z 77 rn \ 15071 S.F. °^ o $ 12008 S.F. '� 1° / 50.76' S I c; .� o� a� N I - o Ni o �,� 06 �� 12330 S.F. �" J 500'42'06"E y o. a o / , /^h . I 17 n N 1, �C� � 425 Gry10/ ./ �S?' 3�0 C., 9548 9548 S.F. �0 Cq 868 Tf. 4605 63 SCALE: 1" = 100' PREPARED FOR.- SAFCO INC. 12220 N Meridian St., Suite 155 Carmel, Indiana 46032 Telephone (317)843-1309 PREPARED B Y.' WEIHE ENGINEERS, INC. 10505 North College Avenue Indionapolis, Indiono 46280 e �'' y�• �'1 X63- ` '�/•, � ' Tele ) N89'S2'23"w � c�s /" / 106, 27 hone P (317 846-6611 JI 115.16 C, o c2o-1 c2 71.01 2867 24 / S43'12'30"W LEGEND iy \sem 1.h C\9 1 51.53\��52 C21_1 1489.58.47 E 022-1 �110� oto 12330 S.F // ` , �I \ \r Ctg-1 jo - 62.03 45.97 Z� 71 95�� 'Bs h�`w�� /�� D. & U.E. - Drainage and Utility Easement �) 18 eo57 3 - Q /�, �� /�P / D.U. & C.T.E. - Drainage, Utility and Cable T.V. Easement In �I 22' BL 3 J ? - 23 �/ °o D.U. & L.E. - Drainage, Utility and Landscape Easement 18659 S.F. �� N J rn 13253 S.F. / �oJo� 9 Y P 22 / o N.A.E. - Non -Access Easement ti� -,� 1 J b 20 9 � 1 I o I 15685 S.F. / / �`� 169.99' - -? 10796 S.F. Z 10804 S.F. 13088 S.F. �e� .tif� / �r~ S34'27'48"W 0 5/8' Rebar - - - - - - - - - - - - 25' D.U. h L.E. Q �`' /��`� O Copperweld 87.65 1 t 8, 32 78.04 107.00 s0 1471 8 El 4" x 4"x36" Concrete N89'55'13"W - 825.93' / Monument (to be set S.W. COR. N.E. 1/4 N.W. 1/4 4, NW 1/4, SEC 22-T18N-R4E / in field during construction) SECTION 22-T18N-R4E SOUTH LINE, NE 1 / Note: Property lines at all street intersections shall be rounded off byhaving radius of 25 feet. The I E E T O 2 dimensions shownn o on the within plot are to the P.I. I I This Instrument Prepared by Allan H. Weihe, President - Weihe Engineers, Inc. of said arc. 4 2' N.A.E R/W LINE 1� �� 2' N. R/W LINE 1 ?' NA.E 40,0 253 2' N.A.£ a7 5.58 15' D. & U.E. 248.29 _ �t �Bj s8, a0� 15' D & UE 430.17 - - - - - - � - - - - - - - - - - - - - 117.33 89.28 30' Draino 89.28 63.69 17 0.6 5 6 .6 10' S,9n E:�n1 aa� w� r , Utdity & Dive t BLOCK A�10'�Ea - -- - - --------7 ^o I �'SS•7 24212 SF10 nt N J w 40' BL / 0b'^>~ w VARIABLE WIDTH DRAINAGE ESMT ," .: / CO i •. / N O / 4 �� O 3 m 2S 1 / �a9�w N �/ �^ CL f b n n ^ N o 13194 S. = 11856 S.F. 11855 S.F. 16004 S.F. 5 /per i tl/W W W f °' _ - 10' D. k U.E. - - ,�a / �o y b / / . 75.85 89.28 89.28 66.32 hry N90•OO'OD'W tis 16684 S.F /`. =/ 2� y"' J0 / o 00 9669 S�1Y / O '`1' h ry O 14902 S.F. o� so 0 0 I.X T 42'13 E Ngo 381 wE N81'25'38'W o ti s ly N7 4 - --S-I �- -9q_39 p' U,E 3 40to l I _ o 1 sy33.w / O SSE 20' t0 o 0 0, o^Q61 , / gN5f50 JI t3,,w �•� �° 37 = b 36 �^ ool 7 aN N / 38 o N8363 S.F. z8892 S.F 1=8892 S.F. s 34 , �S37S• ��I 10497 S.F. �o� ^ u 16352 S.F. Z 22 6L 2 10024 S.Fo� NI U T _4 70 1D 70.1p N8T56'16"w 15' -� 6372 105 7,1 C36-1 C35_1 /,z� 33 CS 9. 120.96 u 13946 A� 8 C3q 45 10035 S.F 2� 8 RO c- 1 � 10 GE 8 1 J �- CHERRY R E 22e 55 �% 9416 S.F. i N701 T.51 44 9577 j 3 Ln r 14;, y 8�+ TMJ N 75223"W N _ I 9 \ cor ♦ \\� 132.89 o s 107 51 -p 9995 S.F.OD a, 545 OD 39 9r co m ` w 1 12895 S.F. 10596 S. F. �� r, 4 0 0 11 + c 11094 S F. n W ♦ 10236 Sf, W S.F. II a \ 31 � 149.68 13.30 111.58 o J �Ifj8722'11'E �"�b 56 \D U11 N8755 56E I O I 11085 S.F. 11008 c oL59.t2 9510 S.F. \ SF \ i 10 , C 0 11� 53 U 0000 11592 S.F. ° II CD 4 1 oU1 I� 8922 S.F. nf s\ \�.• N`�9\, o° r N7�45`�5 ` z_ n 10 I Y� O J �• C, 1 137 S.F I N88'45'2a"w !n U o m 1� o I ,� 155.35 J _ 54 �� 57 N 30 (V I'� + (V m l v A. N83gI'46'W + N N \ \.1 9632 S.F. 1 �� 12195i S.F. f N I 1 1 'I I 110.03 52 v I ry `' 9914 S.F. \ \rn 1 u �^1 N W W ^ I 11 348 S.F. I I 4 I h 8861 S.F. n_ N8125.04 W 3 5t s` 83006' E I 130 00 I I • N8,S I f N8T12'20'E 00 8658 S.F. °I ?9'3TW < v ,, m n 1 47.14 I fU v 109.90 ^ I O 6 7 NI I^ 4 58 - m v+ I I w o l a Q j N83-29'3TW I h 5/ 1 n C1 01 100 9268 S.F m I N 1 29 1� M �t O a 11 �' I 10589 S.F. Z o Z 10722 S.F. IIW 0 0,7 h . ^� L A79.1 I 12127 S.F. Id °' (� L 7.5' D k U.E J' W �I Mw�' 78553 S. F W 7 5_D USE NJ /- 05 W uCO o .t! o CD NI Im Q �7 5 �. d�UE ^ N Z _ �" 1700 13 I z Z O 38-- j n 43 `vl -1•M _ Q' i 25.68 0 N7g' .00 o -,3878 3 Q. ^ o �- ;p _ ] N J I _ 'oov� 1 O'05`W o W I I668 S.F. II 5 F- In13 IP 3 �8 I I 66 ib- 59 �Oz n .32 10409 S.F. 4661 8365 S.F. 10095 SF. 50 ,- � ' CO Floodway Limits o qt 0 O BLOCK B /� o 538,146 S.F. / VARIABLE WIDTH DRAINAGE ESMT. / Green Space / Common Area / / IPF // yati• ?�33 31.85' S36'50'56"W 109.31' / S32'20'13"W 69.15' §37'19'26"W / I^ Ln LJ 4 4 8461 S.F. 0 W 1 jD oo b r 11050 S.F. II__N W 130.42 U I 8569 S.F. �I N83'29'3T,y o F- 119.25 m z 1300p I 0 I I ^� I 109.61 N I ��` 60 N _o a Green Space \ I 3r I � c _b Common Area o I 14 a 50 0 N832g W I I� n I 65 ~ �8414f.F. 1 0 3 ^ I I 110-47 49 ^ I 9078 S.F. h ` ^ or ry 9468 S F I^ I I h x439 S.F I ° 1 ^ N79 1p05'W v / Z O \) I o I 45 n I �� i o N83, 37-W w 110.00 � O /lO 111'50 S.F. I$ 0 / 1-1 12206 I �I N84'33'S1"W + : 116.73 hn rn W / `� 4 LL X �N 9512 S.F. ^I �N 109.69 _ �I Ino 6 1 2 ' 000 / / Cj S O I n o� i m o~^ U N N7gI) . \QJ 0 I 15 1 . ry N8558'G8'E 48 1< m I 64 I z 8755 S F W ^ n U n ( N v v 9669 S.F. / y / 9021 S.F. I O 109.51 y�� 8375 S.F. ry ��/ 63s4 ; ; o' / ` 1 7�,\ `.5' D. ti U.E I o co I 72 63 0� h� 9e 1,> 0�w h U N / 26 W/ W U ^ - O i0 122.09' S32'58'03"W 48,05' SO4'18'41 "W 79,44' S39'34'13"W 122 39 p n \ 46 3/a� 11855 S.F. "y / 44.06' O I 1 6 C) a' r' 11005 S.F. f 62 �' .`= �, a \ �� Nessa a7'E 895s a7"E 9247 S.F / N o0o P So /3 §53'26'31 "W ori i •. 87.501 r y /G�. 6� o/., \a ,\\ �I Li W o, � o / os 2 56.72' 9953 S.F. p ! h 7� as ; y e �'o 1 / so. 's\ �� a 4 7 d oti ^0. w ' $56'08'30"W N = \ I - i I� 63 mss, ,GQ �ry , / 25 14z 77 rn \ 15071 S.F. °^ o $ 12008 S.F. '� 1° / 50.76' S I c; .� o� a� N I - o Ni o �,� 06 �� 12330 S.F. �" J 500'42'06"E y o. a o / , /^h . I 17 n N 1, �C� � 425 Gry10/ ./ �S?' 3�0 C., 9548 9548 S.F. �0 Cq 868 Tf. 4605 63 SCALE: 1" = 100' PREPARED FOR.- SAFCO INC. 12220 N Meridian St., Suite 155 Carmel, Indiana 46032 Telephone (317)843-1309 PREPARED B Y.' WEIHE ENGINEERS, INC. 10505 North College Avenue Indionapolis, Indiono 46280 e �'' y�• �'1 X63- ` '�/•, � ' Tele ) N89'S2'23"w � c�s /" / 106, 27 hone P (317 846-6611 JI 115.16 C, o c2o-1 c2 71.01 2867 24 / S43'12'30"W LEGEND iy \sem 1.h C\9 1 51.53\��52 C21_1 1489.58.47 E 022-1 �110� oto 12330 S.F // ` , �I \ \r Ctg-1 jo - 62.03 45.97 Z� 71 95�� 'Bs h�`w�� /�� D. & U.E. - Drainage and Utility Easement �) 18 eo57 3 - Q /�, �� /�P / D.U. & C.T.E. - Drainage, Utility and Cable T.V. Easement In �I 22' BL 3 J ? - 23 �/ °o D.U. & L.E. - Drainage, Utility and Landscape Easement 18659 S.F. �� N J rn 13253 S.F. / �oJo� 9 Y P 22 / o N.A.E. - Non -Access Easement ti� -,� 1 J b 20 9 � 1 I o I 15685 S.F. / / �`� 169.99' - -? 10796 S.F. Z 10804 S.F. 13088 S.F. �e� .tif� / �r~ S34'27'48"W 0 5/8' Rebar - - - - - - - - - - - - 25' D.U. h L.E. Q �`' /��`� O Copperweld 87.65 1 t 8, 32 78.04 107.00 s0 1471 8 El 4" x 4"x36" Concrete N89'55'13"W - 825.93' / Monument (to be set S.W. COR. N.E. 1/4 N.W. 1/4 4, NW 1/4, SEC 22-T18N-R4E / in field during construction) SECTION 22-T18N-R4E SOUTH LINE, NE 1 / Note: Property lines at all street intersections shall be rounded off byhaving radius of 25 feet. The I E E T O 2 dimensions shownn o on the within plot are to the P.I. I I This Instrument Prepared by Allan H. Weihe, President - Weihe Engineers, Inc. of said arc. 4