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HomeMy WebLinkAboutTroy Estates Recorded Plat IN-Hamilton-2021067927THIS INSTRUMENT PREPARED BY: SOURCE OF TITLE: INST. #2020055783 KRISTOPHER K. EICHHORN INST. #2020055835 HWC ENGINEERING 135 N. PENNSYLVANIA STREET, SUITE 2800 SUBJECT TO COMMITMENTS CONCERNING THE USE INDIANAPOLIS, INDIANA 46204 AND DEVELOPMENT OF REAL ESTATE RECORDED PHONE: (317) 347-3663 AS INSTRUMENT NUMBER 2020058083 DEVELOPED BY: LENNAR HOMES OF INDIANA INC. 11555 N. MERIDIAN STREET, SUITE 400 CARMEL, INDIANA 46032 PHONE: (317) 659-3200 Curve Table Curve # Length Radius Chord Length Chord Bearing Delta C-1 188.90' 120.00' 169.99' S44'51'28"'W 90* 11 '37 C-, 2 157.42' 100.00, 141.66' S44`51'28"W' 90*11'37 C-3 113.34' 72.00' 102.00' S44!51'28"W 90011'37 C-4 279-60' 178.00' 251.73' N44!57'1 6"E 90000,00" C-5 235.62' 150.00' 212.13' N4T57'1 6"E 90000,00" C-6 191.64' 122.00' 172.53' N4T57'1 6"E 90*00,00" C-7 191.64' 122.00' 172.53' N45*02'44"W 90000'00'1 C-8 117.81' 150.00' 114.81' N22*3244"W 45*00'00 C-9 117.81' 15-0.00' 114.81' N67*32'44V 45*00'00' C-10 149.02' 166.00' 144.07' N45*02'44"W 51"26'09" C-1 1 31.52' 20.00' 28.36' S4,4!54'06"E 90017"16" C-12 31.32' 20.00 9 28.21' N45*05'54"E 89*42'44" C-13 191.95' 122.00' 172.76' S44!58'1 7"E 90*08'54" C-14 236.0-1' 150.00' 212.41' S44!58'1 7"E 90*08'54" C-15 280.06' 178.00' 252.06' S44!58'1 7"E 90*08'54" C-16 31.51' 20.00' 28.35' N45*01'56'V 90* 16'14" C-17 31.32' 20.00' 28.22' S44058'04"W 89043'46 C-18 43.58' 150.00' 43.43' N08013'1 4"W 16*38'49 C-19 10.62' 150.00' 10.62' N 1 8034'22"W V03'27" C-20 24.28' 20.00' 22.82' S55*23'04"E 69*33'58" C-21 38.55' 20.00' 32.85' N34!3656"E 110*26'02" C-22 64.01' 178.00' 63.66' S10*17'59"E 20036"13" C-23 54.01- 15QM' 53.72' S 10* 1 7'08"E 20*37'55" C-24 44.02' 122o00' 43.78' S 100 1 5'53"E 20*40'25" C-25 192.51' 122.00' 173.15' N44!57'46"W 90024'35" C-261 118.35' 150.00' 115.30' N67033'55"W 45012"18 C-27 118.35' 150.00' 115.30' N22021'37"W 45* 12'18 C-28 149.36' 166.00' 144.38' N44057'46'V 51033"12 C-29 42.33' 50.00' 41.08' N85800'26"E 48"30'24" C-30 137.43' 53.00' 102.04' N4405746"W 148034'00 C-31 42.33' 50.00' 41.08' S05*04'02"W 48030'24 C-32 42.01' 50.00' 40.78' N8501 0'0 1 "E 48*08'20" C-33 136.64' 53.00' 101.82' N45*02'44"W 147*42'50" C-34 42.01' 50.00' 40.78' SO4*44'31"W 48008'20 C-35 59.90' 178.00' 59.62' N80024'1 6V 1901695511 C-36 59.90' 178.00' 59.62' N09041'1 2"W 19016'55" C-37 60.36' 178.00' 60.07' S80*27'1 3"E 19*25'42" C-38 60.36' 178.00' 60.07' N09028'1 9"W 19*25'42 SEE SHEET 4 FOR, LAND DESCRIPTION k - a TROY ESTATES SECONDARY PLAT HAMILTON COUNTY, CLAY TOWNSHIP (SECTION 19, TOWNSHIP 18 NORTH, RANGE 3 EAST) DULY ENTERED FOR TAXATION t to fi a ceptonce for transfer ay of t' e PRIMARY PLAT DOCKET NO: 19050021 PP SECONDARY PLAT DOCKET NO: 20010011 SP Auditor of Hamilton County Parcel CN 300S W 146TH ST BEA CREEK WAY RR hA RD ztu LU M 141ST ST w OD (t TARA CT 2d Vicinity -M-ap Not to Scale DEVELOPMENT STANDARDS ZONING: S2 PER ORDINANCE Z-645-19 & P.C. DOCKET NO. 19050020 Z MIN. LOT WIDTH AT BUILDING LINE 90' (Docket 19070005 V) MIN. FRONT YARD SETBACK 25' (Docket 19050022 V) MIN. REAR YARD SETBACK 20' MIN. SIDE YARD SETBACK 5# (Docket 19070006 V) -MIN. SIDE YARD AGGREGATE 251 MIN. LOT AREA 12,000 SF MAX. LOT COVERAGE 35% MAX. PRINCIPAL BUILDING HEIGHT 35' MIN. GROUND FLOOR AREA One story: 1,100 SF Two story: 800 SF SUBJECT TO ARCHITECTURAL COMMITMENTS PER INSTRUMENT NUMBER 2020058083. Assumed North 0 50 100 200 Scale: 11, = 100, .,Line Table Line # Direction Length Ll N70*40'21"E 12.00 L2 N 19" 14'11 "E 12.00' L3 N70*48'50"E 12.00' L4 N 1 991-538"E 12.00 . SUBDIVISIONMONUMENTATION MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE SET IN PLACE AFTER THE RECORDATION OF THIS PLAT. AN AFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTER THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED NO LATER THAN TWO (2) YEARS AFTER RECORDATION OF THIS PLAT. SUBMISSION DATE: 01/17/20 LAST REVISION DATE: 09/02/21 SHEET 10F 4 THIS INSTRUMENT PREPARED BY: KRISTOPHER K. ffCHHORN TROY ESTATES HWC ENGINEERING SECONDARY PLAT 135 N. PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, INDIANA 46204 PHONE: (317)347-3663 HAMILTON COUNTY, CLAY TOWNSHIP DEVELOPED B`': (SECTION 19, TOWNSHIP 18 NORTH, RANGE 3 EAST) FNNCR 41l1MFCl1F INIlIANA IN!` 11555 N. MERIDIAN STREET, SUITE 400 CARMEL, INDIANA 46032 PHONE: (317) 659-3200 FOR CONTINUATION SEE SHEET 3 OF 4 SUBDIVISION MONUMENTATION � 38 12,839 S.F. I N 56' R/W � I tri 01 , m 29 LO 0D N ( N 12058 S.F. v ( 27 rn ( 12,005 S.F. r a' MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE SET IN PLACE AFTER THE RECORDATION OF THIS PLAT. AN I ( w I I ( I W AFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTER THE SUBDIVISION MONUMENTATION N89'53'49"W S89'53'49"E 5' 1.W! 53'49"W HAS BEEN COMPLETED NO LATER THAN TWO (2) YEARS 142.66 10 H 04 sss, 11 1 � VAR. LM.A.E. 131.02' I AFTER RECORDATION OF THIS PLAT. PLAYG 0 D �1' o` � SUBDIVISION MONUMENTS ,,; I a3 ;, ' - 4S Kc, �o• 2�' sC) \ 6�51� ,50 Rp RAF. '`�'��� �- 25 R.D.E. N 0 DENOTES A 5/8" DIA. STEEL ROD 12" LONG WITH 1-1/2" TAPERED CUT "X" IN o I 39co �' rn ``� �; / • \ CA 4' m I I W DIA. BRASS CAP HAVING A TOP SET FLUSH WITH THE FINISH STREET SURFACE C) o °' ( 13,647 S.F. N ` `s' 12,034 S.F. /��1a � � N I 28 ,`� I � m ►-� O DENOTES A 5/8" REBAR 30" LONG WITH CAP MARKED \ ,ems SVAR. LMAE. o o `� �. wi 15,022 S.F. W I � W '� ,� HWC FIRM #0114 TO BE SET AT LOT CORNERS, o, � ' 0- "� o I o INCLUDING BEGINNING AND ENDING OF CURVES AND N89'S3'49"W> `" �`�. - � I 25' B.S.L. o THE INTERSECTION OF L-LNES. 169-.40 a � N N N DENOTES 4 x4 CONCRETE MONUMENT SET VERTICALLY IN PLACE WITH AN IRON OR COPPER 2O' S.S.E. ? , Aso �> >, 20 D.U.&S.S.E. 20' D.u.&ss.E. ' Assumed North 2021067927 PLAT 40.00 09/17/2021 11:59.14A Jennifer Hayden HAMILTON County Recorder IN 0 25 pp Recorded as Presented IIIIIIIIIIIIIIIIIIIIIIIIIIIIIllillllllllllllllllllllllllllllllllllllil 50 Scale: i „ - 50 _ , M I I Nlkl S89'45'56"W 237.379 (--15' S89'45 28"E ��� 1 70.01' 167.36' 118.50' 15' R.D.E. 30' R.D.E. 30' R.D.E. Q N I o `fl I 13 I I W 2 �` `� I� I� 12 0 N �- 0 �' N m 15,087 S.F. a S.F. o sl N I N CD CDI Z 24,209 S.F. I of N 25' B.S.L. VAR. B.S.L. o� 25' D.U.&S.S.E. VAR. D.U.&S.S.E. �s N3T23'24"E c� , 26.83' 30' R.D.E.C'\ 110,84 G� >> 37. 6 -� 23 DOWEL SET FLUSH WITH THE TOP OF THE -�'' -- 's C_ 314 38.87 MONUMENT OR EXISTING R/W MARKER FOUND �/p� N89'53'49"W ' �� KODIAK DRIVE N 1 � -32 e5 l5.39 45.00 89 168.00' 85.50' C.A. 3 LEGEND $� , �\ \\ � � L-43.00 R-54.00 c` ��s9� �� ?p• ►� S89 57 16"W 253.50 t J)8' sS), 6 642 S.F. w 25 LOT NUMBER / ��,"�' •� �,`� CH=N67'04'S9"W 41.88' `y -0 ?s• � o�, �s �� 10 U.E. UTILITY EASEMENT v`p i� ©=0�5` 37'42„ S??,� 'QO B,y�°F F \ ?6�cQ� 9��' S'S �• 10 � 1 $ F. y o a •F \ • • 5,828 D.E. DRAINAGE EASEMENT ors• ,� 08 42_ 100 ,� n � ; 2\ I 92.40 92.40 2 VAR. s.s.E.&I.E.E.dc `� o ' S.S.E. SANITARY SEWER EASEMENT rol,, s 50.69 18.00 ss?, .E.&L.M.A.E. ,� I D.&U.E. DRAINAGE & UTILITY EASEMENT 8� _ 20' D.&U.E. 20 D.acU:E. �, Cq � I R.D.E. REGULATED DRAINAGE EASEMENT I I ` ��O• C' `� •a- o 25 B.S.L. 25 B.S.L. n o C6 R.D.&U.E. REGULATED` DRAINAGE &UTILITY ESMT L=54.23 R=54.00 I I ���¢ �9 -`�� z °° I CH=N31'40'55"W 51.98'2 D.U.&.S.S.E. DRAINAGE, UTILITY & SANITARY SEWER ESMT 6' . S.S.R.D.&U.E. SANITARY SEWER REGULATED DRAINAGE & ©=057` 32 40 ( w I 8 W 7 6 w �s� "' 37.34' N89 57 16 E UTILITY EASEMENT I I � 12,080 S.F. =� 0 12,012 S.F. u 12,012 S.F. f- 0 5 \ L� 152.70' 04 4 ACCESS EMT ( i o M N o N o 15,006 S.F. o L.M.A.E. LANDSCAPE MAINTENANCE CC SS S I I o rn �o o N o 0 0 Uj T.P.E. TREE PRESERVATION EASEMENT M, I ' w 'oo ' o Cn CS I o ao B.M.P.E. BEST MANAGEMENT PRACTICE ACCESS & ' . co MAINTENANCE EASEMENT Lo w o I ( v'o N.A.E. NON -ACCESS EASEMENT to z Imo' " `�' 0 9 "' M C.A. �2 � I ti� � � 12,925 S.F. I I.E.E. INGRESS /EGRESS EASEMENT + o L- W C.A. COMMON AREA 118,269 S.F. I 15�R5. 15' R.D.E. o z m I 15 R.D.E. o "o I I I N89 57 1'6 E 06 c> R/W RIGHT OF MAY _ B.S.L. BUILDING SETBACK -LINE �. - L=20.31' R=124.00' I o � ., M CH=N01 46 56 E 20.29 -� 92.40' 92.40' 915' R.D.E.140.00' o0 0 `� 5.39' ' N89'57' 16"E p S.F. SQUARE FOOTAGE I , "' „ 15 R.D.E. 15 R5 R.D.E. o6 z , , Q , 0=009° 23 O2 I 25.08 140.17 �� I I N NV) j. i Uj r- I N n ' I p 30' D.U.&S.S.E. , i J- R.D.E. & B.M.P.E. N I �� U11) inI z o o �- o © 4 XF W I N o 1 0 6 2 0 6 3 N o 15,006 S.F. ti C I I I o I 12,012 S.F. b ? 12,012 S.F. b 12 012 S.F. M / C.A. 1 I o 0 0 0 / �o°c I w a 4i Z I Z z z '` o L=52.33' R=54.00' I I I II ,►��� ' CH=N3414'12"E 50.31 5` 31'1�,/. � I 25' B.S.L. 25' B.S.L. 620' R.D.&U.E. 20 R.D.&U.E 20 D.N.E. 1K �- 5.47 92.40' 92.40' 2.4018.00, II M d- its I pro. L=72.87,R=54.00' oA"�,��j�,j/� 3 KODIAK DRIVE , CH=S3TO6,20 E 67.47 1.�S895716W 290. 0=077` '908 ---''�'`�•��`� I S89 57 16"W 148.16 L=73.93 R=54.00 •�� > CD N I CH=N65'00'52"E 68.29' A=078` 26'29" /4i h�' ti 95.40' g I N s� • ''288.65' - 5 45 54- 0 20 D.U.&S.S.E. I M I / C:) N88'S312 E _�.,.,?2.43, .,� , 30.98' �� �,� - �- o �o' ID kS % ' C.A. #1 40 I o p o �5' R.o.E / �'`' C.A. 1 W' /3 18,558 S.F. cry - �.,._ / w + w / I I 1 80,849 S.F.) w �, APPROXIMATE AREA, 0.63 AC.t, OF T.P.E. �� wcw cry U 0 60% OF HEALTHY TREES OVER 6 TO BE PRESERVED. /ti`�' u7 0 APPROXIMATE AREA, � ( o N NI o ( o a 0.20 AC.t, OF T.P.E. IM o /*F• J `oo I rn �" �• 60% OF HEALTHY TREES I ( o ( ,�g' o IgL 25' LMAE. 4 0 � OVER 6" TO BE PRESERVED. z N 25' LM.A J I - 10' D.&U.E. 10' D.N.E. I �o� �y► S� Lis 10' D.N.E. 10' D.&U.E. 10' D.&U.E. _l 10' D.O.E. 4-' 148.15' -4j• ,4j� 'stj,-Ct' 25' LMAE. 25' LMAE. �0.01' 87.32 25 LM A.E 34.65 25 L.M.A.E. '�J �4j 1V1, .� --r-E 4 ,� '�- ' K J, h a r F 4 30.00 129.56' �, � 13.09 417.23 w o 141 st STREETCD _ CD 184.89' 472.30' 235.18' Z Q n c 57.1 � � South Line, N. 1 /2 , Sec. 19-T18N-R3E P.O.B. R N.E 1 4 N89• 45' 30"E 235' 1 8' SEE SHEET 1 FOR CURVE TABLE N89 45 36 E V S.W. o ., / SEE SHEET 4 FOR LAND DESCRIPTION RAILROAD TSPIKER3E ---- SHEET 2 OF 4 THIS INSTRUMENT -PREPARED BY: TROY ESTATES KRISTOPHER K. EICHHORN HWC ENGINEERING SECONDARY PLAT 135 N. PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, INDIANA 46204 HAM I LION COU NTY, CLAY TOWNSH I P PHONE: (317) 347-3663 DEVELOPED BY: (SECTION 19, TOWNSHIP 18 NORTH, RANGE 3 EAST) LENNAR HOMES OF INDIANA INC. 11555 N. MERIDIAN STREET, SUITE 400 �,q ;�EiYE NTWOR LREEK EXXI_5!�11 N � t3� �i� 0 1CARMEL, INDIANA 46032 PHONE: (317) 659-3200 EXISTING 8*14RM16020371 S89*50 56V 657.71 94.12' /17.59 1 126.11' 90.00' 90.00, 200.33' 28.00�r 28 00 41- 30' R.D.E. ' 30' R.D.E. 31Y R.D.E. 30R.D.E. 11.14 1 FINS 7,,w`7 oy /*Gy n -cn 4v 6 CD co C) 20 C:) 6 2-3 22 0 21 19,115 S.F. Assumed North 15,024 S.F. b 12,607, S.F.�C) C) 13,293 C) S.F. 0- CD 0 25 '50 C.A.#7 to .35' r-: 100 8.S CD 1 25' B.S.L. 04 25' Scale:50' 139847 S.F. S L. VAR' B.S.L. 1:12 26' D.Dc§._S.E. VAR! D. •S.E. 0, - N D.U.&S.S.E. 0 D. 0; CV *Sst Cq 17.00' 73.03 68.42 43.1 Q 95.92' 215' .36' 1111111110`..... 19 � -C) - 7 42.33�j� CD ERIS LANE 20,344 S.F. ERIS LANE 0, co I A J� S. S89*49'57V 164.74' N89*49'57"E 175.19' #5 cr. wzZZ7� �C-26 6,719 S.F. *,.n © Ln LO . I CD <1 00 C1411 5 V 00 - - ---e% 14 01 WAD CCV,&1r'Pb 122.91' 20' R.D.&U.E. 25B.S.L. 34 M TO 56' 139891 S.F. C) c6 I N N89053'49"W 142.92 1 35 12,860 S.F. b C) CD C) wI 0 i C6 Uj o M N89-53'49-W LO C'4 0- I 142.85' I Vim.• ( 36 I b q !4! 14,281 S.F. CD CD T- W C1 15' R.D.E. C1 b C1 z N89*53'49"W 142.77 —15' R.D.E. C) I= H U') to 6 C:)Ivi -0 p -C:) C) ro 37 06 C) 6 14,273 S.F. Ln I C) �4 �� N89*5349"W 142.69' C) I Uj =5 C) V) b C) C, 56' 38 un co 12,839 S.F. N89*5349nW SEE SHEET 1 FOR CURVE TABLE SEE SHEET 4 FOR LAND DESCRIPTION 9.32 E.&L . MAE. S89*45 28 E 139.94' I Uj CQ C_� _C) CA6 C) 18 CD Ul) #Cp C3 12,067 S.F. 22.59F s 139145 S.F. 2021067927 PLAT $40.00 09/17/2021 11:59:14A 4 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented -_RBROOK FARMS SECTION TWO T.#2014053277 SUBDIVISION MONUMENTATION MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE SET IN PLACE AFTER THE RECORDATION, OF THIS PLAT. AN AFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTER THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED NO LATER THAN TWO (2) YEARS AFTER RECORDATION OF THIS PLAT. SUBDIVISION MONUMENTS 0 DENOTES A 5/8" DIA. STEEL ROD,12" LONG WITH 1-1/2' DIA. TAPERED BRASS CAP HAVING A CUT 11X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE 0 DENOTES A-5/8" REBAR 30" LONG WITH CAP MARKED "HWC FIRM #0114" TO BE SET AT LOT CORNERS, INCLUDING, BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF LINES. DENOTES 4"x4" CONCRETE MONUMENT SET VERTICALLY IN PLACE WITH AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF THE MONUMENT OR EXISTING R/W MARKER FOUND U4 __ZVAR. L.M.A.E. � � '� N ( 0 a_ 30. R.D.E. "Ln S89*45'28"E I t 10) ' I139.72' N8,9*45'28"W 5_7 R.D.E. wF 131.74' U4 _ OVERBROOK FARMS SECTION ONE INST. #200600061278 `� Cn U4 1 in 0� -c::i C) -0- ri I .-4 U4 17IM _j l o C) 12,458 S.F. Ul) (0 00 CO N 24 CD 4 U0 00 12,054 S.F. 56' JR/W I LLJ a I S89045'28"E �, 138.31' N89*53'49"W I p 1,31.69' I C:) LEGEND I mo� wi I i Iw C/i 6 C) C) CD �I I C) 16 LO CD CD 12,450 S.F. 25 12j013 S.F. C" C) S89*45'28"E u4 C) I Cn138.35' N89-53'51 V NO 111 47' I I I J -t4 �. CD in - Cd C) 26 LoI a,129006 S.F. C4 LO C) I I N IM I , I b N89*5349"W I Co UJI ' 131I I N .25 LA41 56' U4 01 in LO IC LO LOCdIV- . LO LO 000 29 27 N 12,058 S.F. I 12,005 S.F. I I I I w C" PO S89-53'49"E L — 5' R-NSQ`53'19 y1v I. FOR CONTINUATION SEE SHEET 2 OF 4 111.81 20' D.&U.E. Ui Vi 25' B.S.L. 33 c.31 15o066 S.F. M C14 TC=M2.39 S89*4528"E 131.71 32 12*088 S.F. S89-5349"E 131.71 wl C:) a1 vi Iq cn -U-) 31 Cn N129025 S.F. S89*53'48"E 131.71 C) 30 12,038 S.F. S89-53'49"E 131.71 1 CDIw n 15 12,453 S.F. S89045'28"E 138.38' Cq U4 Cn I I 6 c6 00 Lq N14 6 00 CD CD 13,772 S.F. I M N10 70.01 S89645'28E I 1 18.50 15 R.D.E. 30' R.D.E. 25 LOT NUMBER U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT D.H.E. DRAINAGE & UTILITY EASEMENT R.D.E. REGULATED DRAINAGE EASEMENT R.D.&I.I.E. REGULATED DRAINAGE & UTILITY ESMT D.U.&S.S.E. DRAINAGE, UTILITY& SANITARY SEWER ESMT S.S.R.D.H.E. SANITARY SEWER, REGULATED DRAINAGE & UTILITY EASEMENT L.M.A.E. LANDSCAPE MAINTENANCE ACCESS ESMT T.P.E. TREE PRESERVATION EASEMENT B.M.P.E. BEST MANAGEMENT PRACTICE ACCESS & MAINTENANCE EASEMENT N.A.E. NON -ACCESS EASEMENT I.E.E. INGRESS/ EGRESS EASEMENT C.A. COMMON AREA R/W RIGHT OF WAY B.S.L. BUILDING SETBACK LINE S.F. SQUARE FOOTAGE CQ I n* A R'CR; tz 77,7 17' 167.36 30' R.D.E. SHEET 3 OF 4 THIS INSTRUMENT PREPARED BY: KRISTOPHER K. EICHHORN HWC ENGINEERING 135 N; PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, INDIANA 46204 PHONE: (317) 347-3663 DEVELOPED BY: LENNAR HOMES OF INDIANA INC. 11555 N. MERIDIAN STREET, SUITE 400 CARMEL, INDIANA 46032 PHONE: (317) 659-3200 LAND DESCRIPTION °°R°`°`T'T" TROY ESTATES INST. .zazoosse35 SECONDARY PLAT HAMILTON COUNTY, CLAY TOWNSHIP (SECTION 19, TOWNSHIP 18 NORTH, RANGE 3 EAST) Part of the Northeast Quarter and part of the Northwest Quarter, all in Section 19, Township 18 North, Range 3 East of the Second Principal Meridian, in the City of Carmel, Clay Township, Hamilton County, Indiana, based upon a Boundary Retracement Survey prepared by Michael G. Judt, Professional Surveyor #21500017, HWC Engineering Project Number 201.9-305, more particularly described as follows: BEGINNING at the southwest corner of said Northeast Quarter, said corner marked by a railroad spike; thence North 89 degrees 45 minutes 30 seconds East (assumed bearing) along the south line of said Northeast Quarter a distance of 235.18 feet; thence North 00 degrees 07 minutes 54 seconds East a distance of 659.87 feet to a south line of Overbrook Farms, Section 1, per plat recorded in Plat Cabinet 4, Slide 161 as Instrument Number 200600061278 in the Office of the Recorder of 'Hamilton County, Indiana; thence South 89 degrees 45 minutes 56 seconds West along said south line of said Overbrook Farms, Section 1 a distance of 23 7.3 7 feet to the southwest corner thereof; thence North 00 degrees 13 minutes 13 seconds East along a west line of said Overbrook Farms, Section 1 and along a west line of Overbrook Farms, Section 2, per plat recorded in Plat Cabinet 5, Slide 274 as Instrument Number 2014053277 in said Recorder's Office, a distance of 653.44 feet to a south line of The Preserve at Bear Creek, Section 2, per plat recorded in Plat Cabinet 5, Slide 491 as Instrument Number 2016020371 in said Recorder's Office; thence South 89 degrees 50 minutes 56 seconds West along said south line of said Preserve at Bear Creek, Section 2, a distance of 657.71 feet; thence South 00 degrees 03 minutes 26 seconds West a distance of 1314.35 feet to the south line of the Southeast Quarter of said Northwest Quarter; thence North 89 degrees 45 minutes 36 seconds East along said south line a distance of 657.19 feet to the POINT OF BEGINNING, containing 23.385 acres, more or less. THIS SUBDIVISION CONSISTS OF 40 LOTS NUMBERED 1-40 (ALL INCLUSIVE) TOGETHER WITH SEVEN (7) COMMON AREAS LABELED C.A. # 1 C.A. #2, C.A. 43, C.A. #4, C.A. #5, C.A. #6 AND C.A. #7, STREETS, EASEMENTS AND PUBLIC WAYS AS SHOWN- ON THE WITHIN PLAT. THE SIZE OF THE LOTS AND WIDTH OF STREETS ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. REGISTERED LAND SURVEYOR'S CERTIFICATE: I Kristopher K. Eichhornhereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana: There has been no change from the matters of survey revealed by the cross ---referenced survey, or any prior subdivision plats contained therein, on any lines that are common with the new subdivision. That this plat correctly represents a survey completed by Michael G. Judt, PS #21500017 (HWC Engineering, Jab Number, 2019-305) certified on May 27, 2021 and recorded on June 8, 2021 as Instrument No. 2021042394. All the monuments shown thereon actually exist or bond has been posted to cover the later installation of these monuments, and that all other requirements specified herein, done by me, have been met. WITNESS BY SIGNATURE THIS _2nd_ DAY OF _ September20 21_ F'v,1%. `oQ St Kristopher K. Eichhorn 6 WE No. Professional Surveyor #21000230 21000230 STATE OF I affirm, under the penalties for perjury, that I have taken reasonable care to redact each social security number in this document, unless required by law. KRISTOPHER K. EICHHORN CERTIFICATE OF PLAN COMMISSION: UNDER AUTHORITY PROVIDED BY INDIANA CODE 36-7-4-710, AND ENACTED BY THE GENERAL ASSEMBLY OF THE STATE OF INDIANA, AND ALL ACTS AMENDATORY OR SUPPLEMENTARY THERETO, AND AN ORDINANCE ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA. THIS PLAT WAS GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS; GRANTED ADMINISTRATIVE APPROVAL BY THE DEPARTMENT OF COMMUNITY SERVICES PURSUANT TO ARTICLE XI OF THE C ELI CLAY PLAN COMMISSION'S RULES OF PROCEDURE ON BY: zi MICHA . HOLLi JoCGH, DIRECTOR, DEPAR NT OF MMUNITY SERVICES CARMEL, INDIANA BOARD OF PUBLIC WORKS AND SAFETY THIS PLAT WAS APPROVED BY THE BOARD OF PUBLIC WORKS AND SAFETY OF THE CITY OF CARMEL, INDIANA, AT A MEETING HELD j'\ z0000� "IJL ♦T VLl VL 11\V, R DEED OF DEDICATION: WE THE UNDERSIGNED, LENNAR HOMES OF INDIANA, INC., BEING THE OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE,, SAID REAL ESTATE IN ACCORDANCE WITH THE WITHIN PLAT. THIS SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS TROY ESTATES, AN ADDITION IN HAMILTON COUNTY, INDIANA. ALL STREETS SHOWN ON THIS PLAT AND NOT HERETOFORE DEDICATED ARE HEREBY DEDICATED TO THE PUBLIC. TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN DECLARATION OF COVENANTS AND RESTRIIgCTIONS OF TROY ESTATES DATED C �. , RECORDED AS INSTRUMENT NUMBER 2-0 L `U-'Z(a IN THE OFFICE OF TI-It RECORDER OF HAMILTON COUNTY, INDIANA, AS THE SAME MAY BE AMENDED OR SUPPLEMENTED. SUCH DECLARATION AND SUPPLEMENTARY DECLARATIONS AND THE COVENANTS AND RESTRICTIONS SET FORTH THEREIN RUN WITH THE LAND DESCRIBED HEREON AND ARE INCORPORATED HEREIN BY REFERENCE. EACH OWNER OF A LOT DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT SUBJECT TO THE TERMS AND CONDITIONS OF SUCH DECLARATION. WITNESS BY SIGNATURE THIS 2nd DAY OF September, 2021 OWNER/DEVELOPER: LENNAR HOMES OF INDIANA, INC. 11555 N. MERIDIAN STREET, SUITE 400 CARMEL, INDIANA 46032 (Signature) NAME: Keith Lash (Printed Name) TITLE: Vice President (Title) STATE OF INDIANA ) SS COUNTY OF Marion ) BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN FOR SAID COUNTY AND STATE, PERSONALLY APPEARED Keith Lash Vice President , OF LENNAR HOMES OF INDIANA, INC. (Printed Name) (Title) AND ACKNOWLEDGED THE EXECUTION OF THE FORGOING SECONDARY PLAT, FOR AND ON BEHALF OF LENNAR HOMES OF INDIANA, INC., AND WHO, HAVING BEEN DULY SWORN, STATED THAT ANY REPRESENTATIONS THEREIN CONTAINED ARE TRUE. WITNESS MY SIGNATURE AND SEAL THIS DAY OF 2nd DAY OF September----` 20 21 Marion OTARY PUBLIC, COUNTY OF RESIDENCE O,Ur,U June 19, 2024 PRINTED NAME MY COMMISSION EXPIRES dULIE UMEAUGH Notary Public, State of 1-ndiena Marion County �R •' fly Commission expirss M June 19, 024 SHEET 4 OF 4 ■ 0