Loading...
HomeMy WebLinkAbout1N.W. CORNER S.E. 1/4 TUDOR C0MM0NS THIS INSTRUMENT PREPARED BY: ALLAN H. WEIHE, President - Weihe Engineers, Inc. SEC. 24 T18N R3E SECONDARY PLAT SUBMISSION DATE OCTOBER 13, 1995 N 88' 1 1' 06" E - 693.00' 154.43' 1 15.26' 40.01 ' 1 61.1 4' 1 5' DRAINAGE & UTILITY EASEMENT 20' DRAINAGE & UTILITY EASEMENT -- - - -- - - - - - - - - - -- 1 r- _ 1 - - - - - - - 40' R O.W. 40' R.O.w. I a I j I I w I Z v 1 I �w 21 Ir'�I� 20 I ocDo� I� 13 (oI b CO I r\ d I O I Z N r. o I o l 0 14856.8 1^ °i 10 11327.1 0 o I I 14745.9 z T�� SQ. FT. I 16 + I 1 w o SQ. FT. I 1 SQ. FT. I W N h ESM (n 00 I ! 6�'.��, 2! JgL S .p`7 1 b 1 N 87'59'30" W I 12 43ti / O �, 11 w 4Iq W /� �� C� 6� \ r1 Sgt o 5.00' I I I _z I w l / G �. \ t o I i w N v' o 1 2 2 I So. 00' 1 1 1 & o w I .� W I W is N 19 I I 1 4 I rn I o I J 12382.5 I N �► .\s �, N i 1 00 0 1 I o w o I I SQ. FT. I o d" y$�3�$- .\,�o �j I i 10800.6 I N o I 1 1648.6 1 Z >' I i m I ^ I SQ. FT. I LJ — I I 0 20 40 0 o N .F o SCALE 1" = 40' �n, c� �``� I I NOTE: I \ v 0 rN % // wh I I I p) L. PROPERTY LINES AT ALL STREET ) zo a �� •.� L — — / _ _ — J L — _ — — — — — — — — J -� I � INTERSECTIONS SHALL BE ROUNDED — — — — — — — J °O M U 1 O ( ^ • 7 — — — —t= ori S 8F43'15" W WITH AN ARC HAVING A RADIUS OF S 89'30'30" W ` N I ^ N N 88'43' 15" E 20 FEET. LOT AREAS CALCULATED N 1 1 5.91 ' TO THE ROUNDED PROPERTY LINES 123 79' - c4 cI -, 130-88' _ - - - - w w I w r - AT THE STREET INTERSECTIONS. - - - - - - , 1 U r 10' D & U ESMT , r 10' 0 & U ESMT 1 p W 10' D& U ESMT I I ao i ,•� I I I a Y I !'� i Z U-) I w o N 00 CN I I l 0 1 0 i 0 �n v I qt a)1 3 I I Q z In I I Z N I I 18 I o I 15 I �' -J I o D F -I I I a �o I I I Z OIN I 23 1 1 1 ( 12729.7 I N 1 12027.3 ► o I U l i to °' 1 12198.8 1 ; N � I SQ. FT. t o l SQ. FT. t o w W I SQ. FT. 1 �; I M w i I 1 l o I I 1 LoI I I I i O I I N o O I I I I I _ I N U1. 9L.- -. - -- I L_--_--__-- oZ--- - -- ---�-� Io s.i 15" E S 8843'15" W I = o7 S 89'30'30" W oo --- — 125.36' OSI a3 0 - -121.83' I0 `� - --120.45-----1 ----------- CV1 0 t- -------- <`+ wr r 7.5' D & U ESMT I- i CL 7Cr I.5' D& U ESMT = 1 I a 1 7.5' D& U ESMT cf)8I o� 01 W w 1(nn I3 ZI w ( I� i I I W Z W J I � Y z,I 0 0 o to 0I 0 17 I o. I� o I rn I w o 24 o I o J l o o 12649.5 m I t w i m m I o `� (N I m l d 1 3405.5 N I '� SQ. FT. I rn ' I ^ I 00 i 1 3591 .3 ;n I ^ C�' b `6 I ,'�', I SQ. FT. o 10 ''%i 1 U ; o f � SQ. FT. "' I; 0 1 V) 1 o I 50 0' z�Z I b 35' BUILDING LINE - - - - - 35' BUILDING LINE I o I _ _ _ - __j I _ _ F- L_ - - - - - 50,.00' I-- "- - - DRAINAGE & UTILITY EASEMENT - .� ^ 25' DRA � I � z ----- 121.49' z Q 20' D & U ESMT 2 01 121.94' / I ;06'1 120.84' C ��� 14.19' 1 C-031 II O R B E N D_ _ --- - - _ -�-- 13-34 _ 4s, S 8T-59' 30" E - 175.00' 12.00 27.27' - T U D- - - 250.00' 745' \ i - - _ 4 C-01 C-02 _ - - --- N 84' 30' 30 E p—e— I Ln C-12 19.47' 11 60 39.27' 100.00' 15' D1 Z81 dc- O) w C2-1 100.00' UTILITY EASEMENT - - 110.01' 110 23.86' 42.54' 30.53' 15' DRAINAGE & - - - - - ESMT c0 �I 15' D & U ESMT N __ --1 35' BUILDING LIN___r- _� O I o I 35' BUILDING LINE ( _ - O 1 w I wj ----- W 4 I o MI = `� ' ado o w1 z I W 1 61 07.2 I W N M m 1231 1 .9 not jqt Mo��1`0,o 1 1669.3 N °' SQ. FT. Ito -I o SQ. FT. m N .�I m 12818.5 I m 0) Jd 1 1362.6 N SQ. FT. o I o i 01 SQ. FT, I N N o to - N I o ^I SQ. FT. o I 4) 40' R.O.W. ;,,1 pn t o In I I E I V I 1 _____ -----� L ----------- L_ _—J L— —------------ ---- - - _ - - - - UTILITY EASEMENT 40.01 ' 109.93' 106.68' 100.20' 100.20' o_ S 88' 11' 06" W- 693.00' rno 0 (V NS.W. CORNER S.E. 1 4 :88*40'36" SOUTH LINE S.E.1\4 SOUTHEAST CORNER OF 0 - SECTION- 24-T18N-R3E - SEC. 24-T18N-R3E t�ASECTION 24-T18N-R3E 06"E - 2610.83' Allan H. Weihe, Reg. L.S. - Indiana #10398 SHEET 1 OF JO Z 133HS 86 01 # DuDIPul - S l bad 'aq!aM 'H U011V .0t, _ L 31d0S , 00 - S 08 0v OZ 0 „OS ,6Z .00 N .00'LS o° 3 „90.L L29 N cn c� iWS3 n v 0 o rn 3l8VIdvA o .00Z 6 �'LS'L N � 3N13 FjNI(3llnB 31BV18VA 3 LP c_ `0F 600` \ ON�0iina S£s� 1j 0 S 0,2962 l 'p a .s, — — — — z o 0 (r+ N 00 N o tO LA i l� OS 9 L S S tlS i d3�]d NOAA03 'IV" A:M e \�O J \ PO r 0�6 o� .l \ �� 9 � l n J � d3 0 y� 0' s° -OS' v>C� G° \ o- �� �Go J l L99-968 U12) :auoydalal \ -r 0SZ9y DuD!pul 'sllodouolpul G� anuanV Qbalio0 y}JoN 9090L 'ON] 'S833NION3 3H13M :,18 03ddd36d°° 9090-9L9 (LLC) :auoydalal O/ DUDIPUI 'sllodDUDIPUI ° laa-J1S PUZ8'3 L022 3ddVHS 0lb'd0 G° :803 a38dd38d \ G� /OHO 966L 21380100 31V(l NOISSInens � iVd d k8VC1N0:D3S \J -F° SNow400 aoanl �~�� 'sjaaulbu3 ayiaM - }uaPisa-Jd '3H13M 'H Nb'lld :,18 036Vd38d 1N3w8ISN1 SIH \SFS �� b .01 6� z 1� OS _ .Sb"L�l N 0 ZtOL L �� _--, �F�s� sz0 - µ � ro� off/ -6,D Z•Z�LO i 'Of, \ I --_ �c'��'• "Is SN0003S831NI 13381S 3Hi 1V � S3Nn 1d83dO8d 030Nn08 3H1 01 3 „vS.�S.88 S \ 031vin0IV0 sV3dV fol 1333 OL 30 Sn10V8 V ONIAVH Odd NV H11M � 030NnOd 38 IIVHS SN01103S831NI 00 0� 133d1S 11V 1V S3NIl A.1d3d0dd S \ � y90 OS310N I -- M ,02 .6Z .00 N 9,SZ9 00'269 Z/'O „0 « >iX0 9 M ,.90 l L .88 S c� _ 3 „6C.6Z.00 S 9� I b6OL O� o L'ZZ L 1N3P43SV3 1,llllln .91 >6p7?30VNIddO - - - - - -- F\ I I c 1 o II f o Ln S IZ----- \ � Z LO L 9 L c Icy,+ o s � 0 N I J t � rn sv --I C LP c_ `0F 600` \ ON�0iina S£s� 1j 0 S 0,2962 l 'p a .s, — — — — z o 0 (r+ N 00 N o tO LA i l� OS 9 L S S tlS i d3�]d NOAA03 'IV" A:M e \�O J \ PO r 0�6 o� .l \ �� 9 � l n J � d3 0 y� 0' s° -OS' v>C� G° \ o- �� �Go J l L99-968 U12) :auoydalal \ -r 0SZ9y DuD!pul 'sllodouolpul G� anuanV Qbalio0 y}JoN 9090L 'ON] 'S833NION3 3H13M :,18 03ddd36d°° 9090-9L9 (LLC) :auoydalal O/ DUDIPUI 'sllodDUDIPUI ° laa-J1S PUZ8'3 L022 3ddVHS 0lb'd0 G° :803 a38dd38d \ G� /OHO 966L 21380100 31V(l NOISSInens � iVd d k8VC1N0:D3S \J -F° SNow400 aoanl �~�� 'sjaaulbu3 ayiaM - }uaPisa-Jd '3H13M 'H Nb'lld :,18 036Vd38d 1N3w8ISN1 SIH \SFS �� b .01 6� z 1� OS _ .Sb"L�l N 0 ZtOL L �� _--, �F�s� sz0 - µ � ro� off/ -6,D Z•Z�LO i 'Of, \ I --_ �c'��'• "Is ® � I 3 „vS.�S.88 S \ � 00 0� S \ � y90 � o� • I c� 9� \ 2,H L L F\ I I L a� \ 1W53 n 4 J --I C �.04b1 I S3 3V43 3 1N3W3V N 3£.00.ZB— — _0 — -1 ` V" — — I I O 3l8'dldd�• ��a � I I I � b8'8Z8 NOIPVA3�3 U', 000 3 6d3�\ 001 Z �9 8Z8 NOIldA3l3 �00d �VA(60N 1, ` i v o f I— N oy T L L O,� " 1 t o I D I o c,, I �V NOIlN313�1 lwS3 n v 0 OL I D �, M - - - - - Nd 3 JVN Ids D � �.o•v L L I 3 „0C.6S.L8 S c � „8„ AoMe lr4S3 n v a .olrn D W I I I of r I Z qlo I 11 OS NI �i I co 6't90 L L ► rel CO 0 o I mI I z l o I I C) I I I �I ml I x,0'0 L l I I 3 „0C.69.L8 S 9'2ZOOZ i I / I M .90J!.92 !..88 S / ILn I 1N3A3sv3 alliin v LA •cn •OS,�� 30`dNl`dd0 3.18Mdb'A o0 I Ln � .o I I --- J 68' LO L m 1N3YV3S`d3 J.11llln V 30VNIV80 .S L SO ZL l 3 ,9 O P L L ,SS'S .8 8 N f L 00"269 — 3 „90 , L L - .88 N 1 3 „OS 6Z .00 S T U D O R PREPARED FOR: CRAIG SHARPE 3801 E.82nd Street Indianapolis, Indiana Telephone: (317) 575-0606 PREPARED BY: WEIHE ENGINEERS, INC. 10505 North College Avenue Indianapolis, Indiana 46280 Telephone: (317) 846-6611 COUNTY COMMISSIONERS CERTIFICATE C O M M O N S S E C O N D A R Y P L A T SUBMISSION DATE OCTOBER 13, 1995 UNDER AUTHORITY PROVIDED BY INDIANA CODE 36-7-3, THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF COUNTY COMMISSIONERS OF THE COUNTY OF HAMILTON, INDIANA, AT A MEETING HELD ------------ 199___. STEVEN C. DILLINGER-President STEVEN A. HOLT-Member SHARON R. CLARK -Member (ATTEST) JON OGLE -Auditor The undersigned, Craig Sharpe owner of real estate described in the plat of Tudor Commons Subdivision, does hereby layoff, plat and subdivide the some in accordance with the foregoing plat of Tudor Commons Subdivision. This subdivision shall be known & designated as "Tudor Commons Subdivision." All streets shown and not heretofore dedi- cated are hereby dedicated to the public for its use. Witness my signature this -----__ day of ______________, 1996. Craig Sharpe Before me, the undersigned, a Notary Public in and for said County and State, appeared Craig Sharpe who acknowledged the fore- going instrument as his voluntary act and deed for the use and purposes therein expressed and affixed his signature thereto. Witness my hand and Notarial Seal this -------- day of __-__----_-, 1996. Notary Public County of Residence: My Commission Expires: PLAT APPROVED: BY: DAVE CUNNINGHAM Department of Community Development Carmel, Indiana I, the undersigned, a registered land surveyor in the State of Indiana hereby certify that the within plat represents a survey and subdivision prepared under my supervision of the following described real estate: A part of the Southeast Quarter of Section 24, Township 18 North, Range 3 East, in Clay Township, Hamilton County, Indiana, more particullarly described as follows: Commencing at the Southwest Corner of the Southeast Quarter of Section 24, Township 18 North, Range 3 East in Hamilton County, Indiana: thence North 00' 29' 30" West (bearing assumed) on the West line of said Southeast Quarter Section 1325.00 feet to the true Point of Beginning of the tract herein described; thence continuing North 00' 29' 30" West on said West line 575.45 feet, being the southwest corner of the real estate described in Instrument 9002042 in the Office of the Recorder of Hamilton County, Indiana; thence North 88' 1 1 ' 06" West, parallel with the South line of the afore mentioned Southeast Quarter Section 693.00 feet; thence South 00' 29' 30" East, parallel with said West line 15.53 feet; thence North 88' 11' 06" East, parallel with so id South line 101.89 feet to the Westerly right-of-way line of the Monon Railroad as described in Instrument 8619029 and Deed Record 188, Page 798 in the Office of the Recorder of Hamilton County, Indiana South 33' 50' 28" East 466.51 feet to the Northerly right-of-way line of U. S. Highway 31; thence South 59' 22' 16" West 414.33 feet along said right-of-way; thence North 00' 29' 30" West, parallel with said West line 30.44 feet to a point, described as the southeast corner of a parcel of land as recorded in Deed Record 137, Page 204, in the Office of the Recorder of Hamilton County, Indiana, said point being North 1320.00 feet by parallel lines from the South line of afore mentioned Southeast Quarter Section; thence continuing North 00' 29' 30" West, parallel with said West line 5.00 feet; thence South 88' 11' 06" West, parallel with said South line 693.00 feet to the Point of Beginning, containing 12.06 acres more or less. Subject to the Right-of-way of Rohrer Road. Subject to all 'egal easem,,nt- and r"ghts-of-way. This subdivision consists of Twenty-four Lots, numbered 1 through 24. The size of the lots, width of street rights-of-way, easements and common areas are shown in figures denoting feet and decimal parts thereof. Witness my signature this --_ day of ___-------, 19--_ Allan H. Weihe, Reg. L.S. - Indiana #10398 C5-2 45' 45' 33" S 27' 36' 44" E 50.00' 39.93' 21.10 38.88' C5-3 35' 56' 21" S 22' 42' 08" E 57.50' 36.07' 18.65' 35.48' C6-1 49' 49' 21" N 14' 46' 20" E 57.50' 50.00' 26.70' 48.44- C7-1 78' 31' 48" N 49' 24' 14" W 57.50' 78.81' 47.00' 72.78' CS -1 OT 34' 55" S 87' 32' 23" W 57.50' 7.61' 3.81' 7.60' C8-2 45' 45' 33" N 73' 22' 17' W 50.00' 39.93' 21.10' 38.88' C8-3 16' 53' 23" N 58' 56' 12" W 200.00' 58.96' 29.69' 58.74' C9-1 15' 56' 19" N 75' 21' 03" W 200.00' 55.64' 28.00' 55.46' C17-1 00' 00' 44" S 84' 27' 47" W 275.00' 0.06' 0.03' 0.06' C18-1 04' 28' 27' N 01' 44' 44" E 375.00' 29.28' 14.65' 29.28' C18-2 15' 51' 15" N 11' 54' 35" E 50.00' 13.84' 6.96' 13.79' C19-1 31' 05' 29" N 35' 22' 57" E 50.00' 27.13' 13.9 1 ' 26.80' C19-2 73' 44' 36" N 14' 03' 24" E 50.00' 64.35' 37.50' 60.00- C20-1 67' 24' 25' N 56' 31' 07" W 50.00' 58.82' 33.35' 55.49- 5.49'C21-1 C21 -1 67' 24' 25" S 56' 04' 29" W 50.00' 58.82' 33.35' 55.49' C22-1 53' 48' -14'43- 38" S 04' 32' 03" E 50.00' 46.96' 25.37' 45.25' C22-2 37' S 12' 49' 01" E 50.00' 32.50' 16.85' 31.93' C22-3 00' 47' 25" S 05' 24' 40" W 425.00' 5.86' 2.93' 5.86' C23-1 05' 30' 26" S 02' 15' 43" W 425.00' 40.85' 20.44' 40.83' THIS INSTRUMENT PREPARED BY: ALLAN H. WEIHE, President - Weihe Engineers, Inc SHEET 3 OF 3