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HomeMy WebLinkAboutRecorded Plat 09-13-21Plot Date: Aug 17, 2021 Plot Time: 9:14pm File Name: W:\CalAtiantic Homes\2019-287—A Lennar Windward at Legacy\Design\CAD\19287—A.xBase.dwg, Layout: PLAT 1-2 By: keichhorn DEVELOPED LENNAR HOMES OF ` ` HOMESOF D DELAWARE CORPORATION 11555 N. MERIDIAN ,•• CARMEL, IN 46032 PHONE: ' • • SUBDIVISION MONUMENTATION MONUMENTS THAT ARE 1 ON 1 SET IN PLACE AFTER THE RECORDATION OF THIS PLAT. AN AFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED` i !N MONUMENTATION AFTERHAS BEEN COMPLETED NO LATER THAN TWO (2) YEARS RECORDATION OF THIS PLAT. HAMILTON COUNTY, CLAY TOWNSHIP i3'�aagor�se;;}� � ,zol► (SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST)�P°arcel# -/k'.i%,Auditor oiHamilton Caunty DOCKET N0. PZ19120006PP & PZ19120007 ADLS ZONING: LEGACY PUD SECONDARY PLAT DOCKET N0. PZ-2020-00116 SP SUBDIVISION MONUMENTS DEVELOPMENT STANDARDS DENOTES A 5/8" DIA. ALUMINUM MONUMENT 6" ZONING: LONG WITH 1-1/2" DIA. ALUMINUM CAP STAMPED EXISTING - LEGACY PUD "HWC ENGINEERING FIRM #0114" SET FLUSH WITH PROPOSED - LEGACY PUD THE FINISHED STREET SURFACE PUD ORDINANCE #: Z-501-07 0 DENOTES A 5/8" REBAR 24" LONG WITH CAP STAMPED MIN. LOT WIDTH AT BUILDING LINE N/A "HWC ENGINEERING FIRM #0114" TO BE SET AT LOT MIN. FRONT YARD SETBACK 0' CORNERS, INCLUDING BEGINNING AND ENDING OF MIN. REAR SETBACK N/A CURVES AND THE INTERSECTION OF LINES. MIN. SIDE SETBACK 0' MIN. LOT AREA N/A ® DENOTES A 4"X4" CONCRETE MONUMENT SET MAX. LOT COVERAGE N/A VERTICALLY IN PLACE WITH A 5/8" REBAR WITH CAP MIN. DISTANCE BETWEEN BUILDINGS 10, STAMPED "HWC ENGINEERING FIRM #0114" SET MAX. BUILDING HEIGHT 60' FLUSH WITH THE TOP OF THE MONUMENT MIN. LIVING AREA PER DWELLING 750 SF ARCHITECTURE REQUIREMENTS HAVE BEEN APPROVED. DOCKET NO. 19120007 ADLS TableCurve ®� '••1 Chord Ler• Bearing `. • i/S ;. 4*�= i i ii i• . . • !/ ! i • : /1 :�I !I L N86*09' ! SCALE: I" = 80' Curve Table Chord Length Chord Bearing ri ! !! ii E !i !r •! ii !! ii /! •i ri r! r !/ S45*00'00"E•! /! // • rr ::84 2021066606 PLAT $45.00 09/13/2021 09:24:13A 5 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented 11111111111111111111111111111111111111111118111111111111111II11111111 P=1'AAOl IDLAND LN SPAYSIDE DR S o HAWKSBURY DR �ACDUAfiDR LU o Oo� o a Y } RAVE m E 146TH ST no r Cp r z HOPEWELLPKY NEW m � m rn z S{ LIC{ z 0 FREEMONTLN o Z D m CANOE LN Z o a g x o a ¢ a BR DACRE CT '= CHERRY o _ CREEK BLVD. �n A ANBARK LN 01 o 0 00� z Z W W x o � s riF r � ¢o Riau rRc Vicinity Ma--#,, Not to Scale SUBMISSION DATE: ! !' LAST REVISED !A06/24/21 SHEET 1 OF 5 Plot Date: Aug 17, 2021 Plot Time: 9:25pm File Name: W:\CalAtlantic Homes\2019-287—A Lennar— Windward at Legacy\Design\CAD\19287—A.xBase.dwg, Layout: PLAT 1-2 By: keichhorn ■ INSTRUMENTTHIS PREPARED BY: Po�(D KRISTOPHER EICHHORN HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS,46204 ■ • DEVELOPED HOMESLENNAR OF r HOMESOF r'Ac l r' 1 [ i CORPORATION .■•■ [ I 11555 N. MERIDIAN SUITE , • CARMEL, IN 46032 PHONE:••' SUBDIVISION MONUMENTATION MONUMENTS THAT ARE ON RECORDATIONSET IN PLACE AFTER THE AFFIDAVIT, `, CROSS-REFERENCED !■., TO THIS PLAT, WILL BE RECORDED r •N MONUMENTATION HAS BEEN COMPLETED NOL r (2) YEARS AFTER RECORDATION OF THIS PLA. SUBDIVISION• DENOTES + DIA. ALUMINUM MONUMENT • STAMPEDLONG WITH 1-1/2" DIA. ALUMINUM CAP "HWC ENGINEERING FIRM #0114" SET FLUSH WITH STREETTHE FINISHED SURFACE DENOTES A 5/8" REBAR 24" LONG WITH CAP STAMPED ENGINEERING • •0 ; O CURVESCORNERS, INCLUDING BEGINNING AND ENDING OF AND THE INTERSECTION Z DENOTES A 4"X4" CONCRETE MONUMENT SET VERTICALLY IN PLACE WITH A 5/8" REBAR WITH A. STAMPED #011411 SET FLUSH WITH THE •' OF • Assumed North r t .0 r THE RIDGE AT THE LEGA SECTION THREE INST:'#014054239 LEGEND 25 LOT NUMBER B.S.L. BUILDING SETBACK LINE CA COMMON AREA R/W RIGHT OF WAY SF SQUARE FOOTAGE D.E. DRAINAGE EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT S.S.D.&U.E. SANITARY SEWER, DRAINAGE & UTILITY EASEMENT STAMPED "HWC ENGINEERING FIRM a SEE SHEET 1 FOR CURVE TABLEFOR SEE SHEET 5 LAND 1 • WWW IND W..ARD AT LEGACY TOW.. NHOMES SECONDARY PLAT 1 28.00' 27.00' ( 32.00' 24.00' 24.00' 24.00' 24.00' 24.00' 28.00' 52.00' 15' D.O.E. 15' D.&U.E. 15' D.&U.E. 1. M 28' 27' HALF HALF R/W R/W Uj _j w w Uj w W w m C) p ® O o C) r- ® C7 ice. ® C 1 i� o C) i� ® i alN r r o C,N C0 o O CO o N O CO o N C,N CO o O CO o N O c0 o N CO ® o 00 b Co 00 ® 0 00 CD 0 00 CD 0 00 0 0 00 0 0 00 r 00 1901 1902 1903 1904 1905 1906 1907 2,741 SF 2,070 SF 2,070 SF 2,070 SF 2,070 SF 2,070 SF 2,416 SF 18' B.S.L. 18' B.S.L. 15' D.&U.E. 15' D.&U.E. 15' D.&U.E. 3 .1 19.00' 24.00' 24.00' 24.00' 24.00' 24.00' 28.00' C, 00 27.00' _ r- ¢ � _ 190.00'00"E LAJ "' V) K'3 0 r 00 r 13 $2 19.00, 20.00' 20.00 20.00' 20.00' 20.00' 20.00' 28.00' 15' S.S.D. 15' S.S.D. 15' S.S.D. &U.E. &U.E. &U.E. i_ Uj _j 18' B.S.L. 18' B.S.L. � Ui w w w w .O w w w pm W �` C) CD o 0 CD6 C) c) O 6 6 D O 6 O 0 0 o 6 6 r OO co o r r co co r r a co r o co 0o co r, rn z ® C z CDz zoo LO 1 Rffl 1 0 1 Rni 1 RnA 1 0 1 1 Rn7 1 RnR LO 28' 27' HALF HALF 2,329 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 2,128 SF R/W R/W 12' B.S.L. 12' B.S.L 12' B.S. � �,� ,Qc,, 10' D.O.E. 10' D.&U.E. 10' D.&U.E �'� 12.00' 20.00' 20.00' 20.00' 20.00' 20.00' 20.00' 28.00' ® CO ao o la � w LU ® o o �' m $ � N r: 55' l R/W 27.00' - N90'00'00"E 0 0 o C) 00 o c„ N 55' R/W 28' 27' HALF HALF R/W R/W 8.8'x8' 3N ESMT, 28.00' 27.00' 0 a ��. 2021066606 PLAT $45.00 09/23/2021 09:24:13A 5 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented Illllllllllllflllllilllllllllllllllllillllllllllllllllllllllllllllllli 1.36' 28.00' 24.00' 24.00' 24.00' 24.00' 28.00' 25.00' 28.00' 15' D.&U.E. 15' D.&U.E. 15' D.&U.E. 15' D.&U.E. W w w w w w 1 w 0 0 o r o " O 0 r o N ® ® r o N ® C9 r o N 6 O r o N CD o ® N C) o r D.&U.E.o N p O r o N p r- N oco oco C,, 00 Cp o� 0 ® oco 00 ® ocd 00 C' oco 00 p p(62157SFpto 00 ® 00 ' ® C) 00 0 to 00 ® z con z con z z z z 1 0 101 2,416 SF 2,070 SF 2,070 SF 2,070 SF 2,070 SF 2,416 SF 2,416 SF 2 18' B.S.L. 18' B.S.L. 18' B.S.L. 15' D.O.E. 15' D.O.E. 15' D.O.E. 28.00' 24.00' 24.00' AN 24.00' 24.00' 28.00' 25.00' 28.00' SUNSTONEPLACE A 1 (31' PRIVATE DRIVE) N90'00'00"E 769.00' �- M - 23,912 SF K' L. 52.00' 28.00' 20.00' 20.00, 20.00' 20.00' 20.00' 28.00' 17.00' 28.00' 20. 15' S.S.D.&U.E. 15' S.S.D. 15' S.S.D. 15' S.S.D. &U.E. 18' B.S.L. O.E. O.E. 18' E 18' B.S.L.`� w w w w w o p6 p o ao p o p6 p O QC5 p O o0 p O 0C p O Qo Q o Oo Cp cA2o O a ar" o� o� CD I,- oCD CD r o� CD or o� D.&U.E o0 r z CA 21 z z z C z eon z 1,292 SF C 3,952D.&SF 1701 1 1 1 1 17 w 1707 �o ® ®0 1601 161 2,128 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 2,128 SF p o r 2,128 SF 1,52C o z ® LO 12' B.S.L. 12' B.S.L. cn 12' B.S.L. L_ M 10' D.&U.E. 00' D.&U.E. 10' D.&U.E. 10' D.&U.E. 52.00' 28.00'_ 20.00' 20.00' 20.00' 20.00' 20.00' 28.00' 17.00' 28.00' 20.t w W E""UALITY BLVD. LU (56' PUBLIC STREET) 1 12.00' 20.00 20.00 20.00 20.00 20.00 20.00 28.00 I G� o' 10' D.&U.E. 10' D.&U.E. 10' D.&U.E. ^ 12' B.S.L. 12' B.S.L. 12' B.S.L. � w w w C 1 w� ®® ao ®® ®® ®® ®® ®® ®o D.&U.E. o Zvi oco 0 0 oeo 0 0 o6 0 0 o6 0 0 o� o C) oco o Cx o6 o 0 oco3,952SF 0 ® o r, o r o r o r ® r` D r o r ® r z Z z Z z 808 7 0 0 0 1 2,329 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 2,128 SF LO 18' B.S.L. 18' B.S.L. WA S90.00'00"W a 823.00' Z 1.0 LO 28.00' 20.00' 20A0' 20.00' 20.00' 20.00' 28.00' 17.00' 28.00' 20.( 10' D.&U.E. 10' D.&U.E. 10' D.&U.E. 10' D.&U.E. — L� 12' B.S.L 12' B.S.L. 12' B.S.L. 12 B.S.L. w ►� w w w w w �► ®a o® ®o C) o® ®b Q® C 1 ®o CCD ao o0 o� 00 o� 00 o(6 CD o6 CD C) o� C) oa o� D.&U.E. C) 00 C) or C- ® roo r ® r-oo r Cr- 1,292 SF o r cn cn Z Z En cn cn cn 7 w C" w o 1007 10, 2,128 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 2,128 SF o 6 ® 0 Z6 2,128 SF 1,52C r, ® r 18' B.S.L. 18' B.S.L. Z Z 18' E 15' S.S.D. 15' S.S.D. 15' S.S.D. 15' S.S.D.&U.E. 15' S.S.D. 15' S.S.D. 15' S.S.D. 3 26 &U.E. &U.E. &U.E. &U.E. &U.E. &U.E. 82' 19.00' 20.00' 20.00' 20.00' 20.00' Aj, 20.00' k 20.00' k 28.00' IL 52.00' k 28.00' k 20.00' k 20.00' J, 20.00' k 20.00' L 20.00' j, 28.00' k 17.00' k 28.00' A, 20.t w Z ADALENE d a • 8 99 CA 9 � � N90 00 00 E 769.00 a w M _ CL (31' PRIVATE DRIVE) 23,912 SF a a z �15 -19.00' 24.00' 24.00' 24.00' 24.00' 24.00' 28.00' 15' D.O.E. 15' D.&U.E. 15' D.&U.E. 18' B.S.L. 18' B.S.L. M 52.00' 28.00' 24.00' 24.00' 24.00' 24.00' 28.00' 25.00' 28.00' 15' D.&U.E. 15' D.&U.E. 15' D.&U.E. 15' D.&U.E. 18' B.S.L. 18' B.S.L. 18' B.S.L. rr- 7 706 705 704 703 702 701 C9 �! 2,572 S.F. 1,944 S.F. 1,944 SF 1,944 SF 1,944 SF 1,944 SF 2,268 SF re w CA 1 O ® o ®® U j ® o 0 C) 0 0 w A ow 0 0 w E: C)_ o- 0 0 ® o w R o' 0 0 D.&U.E. 4,212SF co 00 0 ® o s� oo r oo ® o0 0 ® ® o Z O 00 Q 00 0 d 00 o 0 00 ® 00 z z ® 00 CC z 12' D.&U.E. 10' b.&U.E. 10' D.&U.E. 32.00' 24.00' %24.00' 24.00' 24.00' 24.00' 28.00' 52.00' 0° 0'00" CA 11 D.&U.E. 1 2,025 SF 506 2,268 SF 1,944 SF 1,944 SF 1,944 SIF 1,944 SF 2,268 SF 2,268 SF 1: w w w w w w w w C) 0 0 O C) 0® D® o cs o C, o 0 CD C) o C? a b o® 0 0 o �? 0 0 o® o C) O q CJ b 00 o <- Q 00 o r b 00 o ® 00 CO e- b 00 o e- ® 00 O c- b 00 o a- ® 00 O r- b 00 z z z z z CD V) 10' D.O.E. 10' D.O.E. 10' D.&U.E. 28.00' 24.00' 24.00' 24.00' 24.00' 28.00' %25.00' 28.00' 1121.80 Plot Date: Aug 17, 2021 Plot Time: 9:18pm File Name: W:\CalAtlantic Homes\2019-287-A Lennar- Windward at Legacy\Design\CAD\19287-A.xBase. dwg, Layout: PLAT 3-4 By: keichhorn THIS INSTRUMENT PREPARED BY: p C (0 �hde [53 KRISTOPHER K. EICHHORN NORTHHWC ENGINEERING 135 i STREET, SUITE 280 INDIANAPOLIS,• •4 • •6 DEVELOPEDLENNAR • OF ! Y CALATLANTIC HOMESOF • DELAWARE CORPORATION 11555 N. MERIDIAN STREET, SUITE 400 CARMEL, IN 46032 PHONE:• •• W.. ARD AT LEGACY TO Www N HOM E%qwo SECONDARY PLAT 5O HAMILTON COUNTY, CLAY TOWNSHIP (SECTION 23, TOWNSH 0 9 „E 24.00' 24.00' 24.00' 24.00' 28.00' 52.00' 28.00' 24.00' 24.00' 24.00' 24.00' 32.00' 15' D.O.E. 15' D.&U.E. 15' D.&U.E. 15' D.O.E. 15' D.&U.E. 8'x8' SIGN Sep' ESMT. iit� w W w U SUBDIVISION MONUMENTATION 'U'E° ® C) N � N _o N o N ®N ® N MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE SF o 0 b 00 o 00 o 00 a 00 b 00 C) 00 SET IN PLACE AFTER THE RECORDATION OF THIS PLAT. AN z Co � z � Z � AFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL BE 2101 2102 21032104 2105 210 RECORDED AFTER THE SUBDIVISION MONUMENTATION 2,416 SF 2,070 SF 2,070 SF 2,070 SF 2,070 SF 2,416 SF HAS BEEN COMPLETED NO LATER THAN TWO (2) YEARS AFTER RECORDATION OF THIS PLAT. 18' B.S.L. 18' B.S.L. SUBDIVISION MONUMENTS 15' D.O.E. 15' D.&U.E. 15' D.O.E. DENOTES A 5/8" DIA. ALUMINUM MONUMENT 6" 10'k 28.00' k 24.00' A, 24.00' k 24.00' 24.00' k 28.00' LONG WITH 1-1/2" DIA. ALUMINUM CAP STAMPED "HWC ENGINEERING FIRM #0114" SET FLUSH WITH C THE FINISHED STREET SURFACE 769.00' �- r (31' PRIVATE DRIVE) N90°00'00"E 0 DENOTES A 5/8" REBAR 24" LONG WITH CAP STAMPED 'HWC ENGINEERING FIRM #0114 TO BE SET AT LOT CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF LINES. )0' 28.00' 20.00' 20.00' 20.0020.00' 20.00' 28.00' 50.00' .S.D. 15' S.S.D. 15' S.S.D. ® DENOTES A 4"X4" CONCRETE MONUMENT SET E. &U.E. &U.E. VERTICALLY IN PLACE WITH A 5/8" REBAR WITH CAP 18' B.S.L. 18' B.S.L. STAMPED HWC ENGINEERING FIRM #0114 SET & + w ! !� � W FLUSH WITH THE TOP OF THE MONUMENT 2 � o 0 0 ® o CD o 0 0 0® ? o &U.E o� C) C) C) o� o� oCD � SF z u z z ® ) C) �u c) 1601 1 1 1604 16 1 1607 o 16 2,128 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 2,128 SF 3,800 SF 0 12' B.S.L. 12' B.S.L. CA 17 � S.S.D.&U.E. 10' D.O.E. 10' D.&U.E. 10' D.O.E. 10 )0' 28.00' 20.00' 20.00' 20.00' 20.00' 20.00' 28.00' 50.00' Assumed North a . LU 0 15' 3' 601 Scale: ®° ® W 823.00' S90°00'00"W z O F-- Q z )0' 28.00' 20.00' 20.00' 20.00' 20.00' 20.00' 28.00' 50.00' U 10' D.O.E. 10' D.&U.E. 10' D.&U.E. 12 B.S.L. 12' B.S.L. 1 w w w w w � 1 E. C) 0 C) C) ® C) C) C) C) C) o C) S.S.D.&U.E. LEGEND SF ® r' C) '� C) r C) h C) r- C)� 3,800 SF (n z z (n U) z C, 25 LOT NUMBER 1007 1 1 1004 100 102 1 1 Q 6 B.S.L. BUILDING SETBACK LINE P CA COMMON AREA o o '6 2,128 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 2,128 SF C) � R/W RIGHT OF WAY B.S.L. 18' B.S.L. SF SQUARE FOOTAGE D.E. DRAINAGE EASEMENT S.D. 15' S.S.D. 15' S.S.D. 15' S.S.D. D.&U.E. DRAINAGE & UTILITY EASEMENT E. &U.E. &U.E. &U.E. S.S.D.&U.E. SANITARY SEWER, DRAINAGE & UTILITY EASEMENT )0' k 28.00' k 20.00' 6 20.00' 20.00' 20.00' k 20.00' 28.00' 50.00' E ADAL' ENE LANE 769.00' �-_ N90°00'00"E 0_ V) 23,912 SF n (31e PRIVATE DRIVE) l0' 28.00' 15' D.O.E. 18' B.S.L. 11 .E. SF 506 2,268 SF w w ® Op O Ca p C) O 00 ® 00 C) Z C) (A 10' D.&U.E. SEE SHEET 1 FOR CURVE TL lot 28.00' SEE SHEET 5 FOR LAND DESCRIPTION 1121.80' 24.00' 24.00' 24.00' 24.00' 28.00' 15' D.&U.E. 15' D.&U.E. 18' B.S.L. 503 502 1,944 SF 1,944 SF 1,944 SF 1,944 SF w ii:: O C> CD® C) b O CJ O ® _b® C) C! 'CD C) ® t- C) 00 ® r- C) 00 b C) 00 ® .- 00 U) Z 24.00' Z - T 24.00' Cn t - - 24.00' 24.00' r 1 2,268 SF O �C:' C) C) b 00 O Z 10' ®.&U.E. 28.00' - !i W W W w W o C) Ca C) i__ CD N O o i`. O N ® C) r, C) N C) C) r_ p N C7 o r. C) N ® N J C) 0 c0 C) 00 b to ® 00 ® to C) 00 0 rio ® 00 ® (D C) 00 ® (0 tri _ 00 0® O Z Z Z � z f� 1 2202 2203 2204 2205 2206 Old 2,416 SF 2,070 SF 2,070 SF 2,070 SF 2,070 SF 2,741 SF 18' B.S.L. 18' B.S.L. 15' D.&U.E. 15' D.&U.E. c�2� 15' D.&U.E. 28.00' 24.00' A, 24.00' A, 24.00' 24.00' 19.00' CA 16 U, 27.00'- 27.00' -12.00' 8.00' N 54' ( R/W N N N w w �� Jf 23,912 SF Q Uj 27.00' N90°00'00'E CL 06 `si 28.00` 20.00' 20.00' 20.00' 20.00' 20.00' 17.00' 1382 15' S.S.D. 15' S.S.D. O.E. &U.E. 15' S.S.D.&U.E. 18' B.S.L. 18 B.S.L. W W W Uj Uj W Uj o® O o Ca o O o ® C) o 0 O 0 O O O J to ® o p O ® ® coo C) vi 0 C) C) C) 0 C) mw 0 z z z z z (n V) Lo 1501 152 153 1504 1505 1506 1507 2,128 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 2,177 SF 12' B.S.L. 12' B.S.L. n 10' D.&U.E. 10' D.&U.E. 10' D.&U.E. �` 28.00' 20.00' 20.00' 20.00' 20.00' 20.00' 0.00' �p BLVD.EQUALITY r G` (56' PUBLIC STREET) u') M 2021066606 PLAT $45.00 09/13/2021 09:24:13A 5 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented 111111111111111111111111111111111111111111 M CA 7 D.O.E. 2,158 SF C!I I� N90°00'00"W C" 28.00' 20.00' 20.00' 20.00' 2D.00' 20.00' F12'B.S.L. ig �,r12' 0.00' 20.00' L 10 D.&U.E. 10 D.&U.E. &U.E. 1U.E. 10 12' B.S.L. o w w w w w w w 06 w w p ® p o o C7 ® ® ® _b®-® �i _b®: o C) CD b5 CDC) a® oo C)® Ca® �� j ®� a Ca ® c® C) � ® c® O cQ o C6 ® C6 N � ® W � � ® C6 o rC. r C) r• ® F- C) r- ® r- ® r- C) r m; Co 0 z z (C)) (ten U) ® v�i o ;n °° z z LO 1107 116 11 1104 11 11 11 1 1 7 1 1 U_ 2,128 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 2,177 SF �' _ _b 2,177 SF 1,520 SF 1,! Lo a ® Lo W 18' B.S.L. 18' S.S.L. � C) 18' B.S.L. _ W o 15' S.S.D. 15' S.S.D. 15' S.S.D. 15' S.S.D. 15' S.S.D. Ltj &U.E. O.E. &U.E. &U.E. C�18 , C, is &U.E. Lij 28.00' A, 20.00' A, 20.00' 20.00' 20.00' 20.00' 17.00' 13 a2 13 82' 17.00' 20.00' L od � E- Wz Wz c L 27.00' 27.00' > N9 Q N90°00'00'E N90°00'00"E Oq 00 rl— C' C4 28.00' 24.00' 24.00' 24.00' 24.00, 1900,.J4. �� 'b15 17.00' 24.00' 16 15' D.O.E. 15' D.O.E. 15' D.&U.Ec,�, C 15' D.O.E. L 18' B.S.L. 18' B.S.L. u-' 18' B.S.L. W C) 0 J N J O I Lo m 06 40 03 1 � _ 6 305 2,268 SF 1,944 SF 1,944 SF 1,944 SF 1,944 SF 2,572 SF m ® "' 2,410 SF 1,944 SF c r r ,1, w w w w w w CD o a C) - ® .. o C) _ o . W 54' R/W o ® C ' O q C� O cO C) p C) ® C) O ®c )00 C) C) e- O r- C) �- O �- C) C) C:)00 C) 00 C) 00 C)00 C1 00 C) 00 ® N C) (4 C) (O C) C) C) i� C) (n Z Z Z Z Z 8'x8' SIGN z 10' D.&U.E. 10' D.&U.E. ESMT• 12' D.&U.E. 10' D.&U.E. 28.00' 24.00' 24.00' 24.00' 24.00' 32.00' 27.00' 27.00' 30.00' 24.00' S90000 ' SHEET 3 OF 5 Plot Date: Sep 07, 2021 Plot Time: 8:45am File Name: W:\CalAtlantic Homes\2010-287-A Lennar- Windward at Legacy\Design\CAD\19287-A.xBase.dwg, Layout: PLAT 3-4 By: keichhorn TN'-q'N-qTPsIMFNI,-pRFPARFnRY- KRISTOPHER K. EICHHORN HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 DEVELOPED BY: LENNAR HOMES OF INDIANA, INC. A DELAWARE CORPORATION F/K/A CALATLANTIC HOMES OF INDIANA INC. A DELAVVARE CORPORATION WINDWARD AT LEGACY TOWNHOMEd W = W w 2021066606 PLAT $45.00 09/13/2021 09:24:13A 5 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented 1 IIIII I I IIII I I III IIIII11111IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII 9025 NORTH RIVER ROAD, SUITE 100 r id North N DIANAPOLIS, INDIANA 46240 PHONE: (317) 659-3200 15' 30° 601 LEGEND Scale: e® � ' SUBDIVISION MONUMENTATION MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE 25 LOT NUMBER SET IN PLACE AFTER THE RECORDATION OF THIS PLAT. AN B.S.L. BUILDING SETBACK LINE AFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL BE CA COMMON AREA RECORDED AFTER THE SUBDIVISION MONUMENTATION R/W RIGHT OF WAY HAS BEEN COMPLETED NO LATER THAN TWO (2) YEARS SF SQUARE FOOTAGE AFTER RECORDATION OF THIS PLAT. D.E. DRAINAGE EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT SUBDIVISION MONUMENTS S.S.D.&U.E. SANITARY SEWER, DRAINAGE & UTILITY EASEMENT DENOTES A 5/8" DIA. ALUMINUM MONUMENT 6" LONG WITH 1-1/2" DIA. ALUMINUM CAP STAMPED "HWC ENGINEERING FIRM #0114" SET FLUSH WITH THE FINISHED STREET SURFACE FOR CONTINUATION SEE SHEET 3 OF 5 O DENOTES A5/8" REBAR 24" LONG WITH CAP STAMPED 00 CD "HWC ENGINEERING FIRM#0114" TO BE SET AT LOT -33 )0' 17.00' C3'g2 ( CORNERS, INCLUDING BEGINNING AND ENDING OF C1 23 23 ®0 e CURVES AND THE INTERSECTION OF LINES. a 15' S.s.D.&u.E. ® DENOTES A 4"X4" CONCRETE MONUMENT SET L -- 4 5 .S.L. s , VERTICALLY IN PLACE WITH A 5/8" REBAR WITH CAP ``le ' o CD o A 7 STAMPED "HWC ENGINEERING FIRM #0114" SET ' 00 o " n 00 ® D.&U.E. FLUSH WITH THE TOP OF THE MONUMENT ', 1 '''"� C-3 m ,,� N 99 4'x8' SIGN o en era 1 ® ^ ESMT. 0 3 1507 ;r, 7 e# C-2 N =1 ®0 -32 i� .�. ���� 37.88' SF 2,177 SF I 2,158 SF ® _ = 7 ®0 0 �56` Pv��-'C SCR 12' B.S.L. L=2 . 8L:D,&UE. C.��®" , 0.62' D 37.26' 10' D.&U.E. N 0000'0 "E 140®3 ' L=1 5,4 A6.24 �79°08 48 ® N E 00 o 01 0.00 136.10 0-4 c'2fl 2r � 0-1 EQ LTA 21.05� � 1.53' (56' PUBLIC STREET) __-- 25.2T � 151`�4' 20 03, 20.0 �p.&U•E• • �r � j h•,,. - N90'00'00"W 183.10' C , 20.03' 10, p.8cU E• --' 12' g S i'' LO 28.04' c 6 3 10 14.65 = i � 03 00 91 8 0 6 2$.0 S.l . d 0 `a ",, yr w U J 6, C- 12 g. �, cn C 0.00' 20.01' 20.02 f4=8. ® � � w N W ® C )0' 10.00' \�9 `ti , 26.10' 32.43' 28.01 2 o N Q ® �" �, rn 3 1 v, �,`� �� ' 10.00 20A0 20.00 20.00 20,00 20.00 1.90 10' D.&U.E. -- 12 8'S'}"' o `' o m -' RR} ATE �- 10' D.8eU.E. 10 D.&U.E. 10 D.&U.E. 10' D.&U.E cn cn 00 1 o r" 14. 1 EAS MENT 12' S.S.L. �- ►®; 0 12' B.S.L. 12' B.S.L. 12' B.S.L. Z- �, - o o ` s 1402 •- C� w 00 w w w w w w --.ti Cn. ® rn rn 143 2,582 SF CA �' `� `� 1 1 4 1,72s sF o a � �� o Pb ? o C 1 682 SF 1,704 SF ® w ®® ® o o ca o 0 0 Cn �,, o 00 00 -'w o ®o 00 00 00 00 00 � _ � m 14 = o w J o (i o c� o o o o S.S.D:&U.E. ' oo rn D.&U.E. 1,659 SF 18y g,S.L. o m o o r� ® ® r� ® r• ® r. ® 1301 2 286 SF - --- ® r ao ® o 0 0 0 0 0 , , , 2,735 SF 0 1,830 SF = ® F- z z cn cn z sn - o - - �, ;r, "' ® � 1 13022,221 2,221 SF 18' S.S.L. -- ---- 15 S.S.D.SD&U E �b u- 32 1101 ;� �; 17 1 15 10 1203 12 11 Cl130111,577 SF 1,578 SF 5 0 15 S.S.D. 19.00 �' 1 SF 2177 SF :�' C° �' °' 2,177 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 1,520 SF 2,128 SF C) 2,174 SF 18' B.S L _ --' &U.E. 20.00' b- _ LO Z) ® era cn , 20.00 0-- /o 18' B.S.L ' S.S.Q.&U.E. ®0' 20.00 L.0 S.L..4� 0 18 B.S.L. 18 B.S.L. 18' S.S..&U.E. 15 2 0' 20• i� w _ s'a : v' _ 18' S.S.D.&U.E. 18' S,S.D. , 24.61' G 15 S.S.D. $ 15 S.S.D. 15 S.S.D. 15 S.S.D. &U.E. 28•03i w &U.E. ,`� C,' &U.E. &U.E. &U.E. , 4.96' 15.06 " W )0' 17.00' 1561 �a 13 82' 17.00' 20.00' 20.00' 20.00' 20.00' 20.00' 28.00' 39.27' .84' 20.24' 20.01' 20.00 �' S82718' 40 194 70 r" �'' 24.00 8 _® ° , ° z " , A 1 67.10' ; , 24.00' 9 15' D°&� �`' ' 27.00 27.00 ,- ¢''' N90'00 00 E 205.11 `'�'" 24.00 ✓ `" N90-00'00"E N90'00'oO"E (31' PRIVATE DRIVE) 18,275 SF , 22.00' 28. 15 __ , 8.s.L. A (/, C 6 28.00 15, ®,�U•E ---- 18 D.&U.E. i 2q .00' 3,176 SF N C-14 12.58' 11.42 15' D-&U.E• CD 19.00' 74, o i5 17.00' 24.00' 24.00' 24.00' 24.00' 28.00' 51.11' 4.63' 28.14' 24.03 15' 0 &U.E. 18' B.S.I.. 12 101 00 15' D.&U.E. 15' D.&U,E. 15' D.&U.E. -- - 18 B.S 3,201 SF 15' D.&U.E. 1, w C' 15' DAU.E. _ 1 2,636 SF 10 4 2,558 SF j 18' B.S.L. uj 18 B.S.L.18 B.S.L. 18 B.S.L. 2,481 SF I ,�, 2,796 SF 1 ®m 203 2 2,647 SF o Q C ®( ace 05 204 2,073 SF 2,150 SF ® � o ® -3 0 401 m 0 0 01 2,01 o sF -� •-4 -� F 2,572 SF N "' C14 2,410 SF 1,944 SF 1,944 SF 1,944 SF 1,944 SF 2,268 SF 2,340 SF z z © a' ® ®� o o 0 0 5$ R/W orn co N -s N m a A ®® ® o 0 0 ® o 0 00 0 0o p o S.S.D.&U.E. pb o c o y o 0 o - 4,958 SF 00 CD® ® �, o ®� o r o D.&U.E. �> z V) a 00 o 00 o 00 C) 0 ® 2,122 SF , 8'x8' SIGN z "' V) "' z 15 D.N.E. 15 DAU.E. 15 D.&U.E. 15 D.&U.E. :U.E. ESMT. 12' D.&U.E. 10' DA E. 10' D.&U.E. 10' S.S.D.&U.E. 10' S.S.D.&U.E. 32A0' 27.00' 27.00' 30.00' 24.00' 24.00' 24.00' 24.00' 28.00' 66.67' 28.25' 24.22' 24.22' 24.22' 28.25' 22.20' 28.25' 24.22' 24.22' 24.22' 28.25' 8.01' 000 11 1. ' 0000' 274.21 ' 10.29' POINT OF BEGINNING SEE SHEET 1 FOR CURVE TABLE NOO.00'o0"E 342.69' POINT OF COMMENCEMENT SEE SHEET 5 FOR LAND DESCRIPTIONNE COR L.C.A. #5, THE GROVE AT THE LEGACY, SECTION TWO, P.C. 5, SL. 852, INST. #2018030350 ,!)HEET OF 5 Plot Date: Aug 18, 2021 Plot Time: 7:14am File Name: W:\CalAtlantic Homes\2019-287-A Lennar- Windward at Legacy\Design\CAD\19287-A.xBase.dwg, Layout: PLAT 5 By: keichhorn THIS INSTRUMENT PREPARED BY: P� � �l�C��- `S� W� N DWARD AT LEGACY TOWN HOME%S KRISTOPHER K. EICHHORN HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 SECONDARY PLATINDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 HAMILTON COUNTY, CLAY TOWNSHIP DEVELOPED BY: SOURCE OF TITLE: LENNAR HOMES OF INDIANA, INC. (SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST) A DELAWARE CORPORATION F/K/A CALATLANTIC HOMES OF INDIANA INC. INST. #2020097221 A DELAWARE CORPORATION 11555 N. MERIDIAN STREET, SUITE 400 CARMEL, IN 46032 PHONE: (317) 659-3200 A part of the Northwest Quarter of Section 23, Township 18 North, Range 4 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, based upon a survey prepared by Kristopher K. Eichhorn, Professional Surveyor Number 21000230, HWC Engineering Job Number 2019-287, dated March 3, 2020, more particularly described as follows:. COMMENCING at the northeast corner of L.C.A. #5 in the Final Plat of The Grove at The Legacy, Section Two, as recorded in Plot Cabinet 5, Slide 852 as Instrument Number 2018030350 in the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 00 minutes 00 seconds East (assumed bearing) a distance of 342.69 feet to the POINT OF BEGINNING, marked by a 5/8-inch rebar with cap stamped "HWC Engineering Firm #0114" (hereinafter referred to as a "Capped Rebar"); thence South 90 degrees 00 minutes 00 seconds West a distance of 1121.80 feet to a mag nail with washer stamped "HWC Engineering Firm #0114" on the east line of C.A. #8 in the Final Plat of The Ridge at The Legacy, Section Three, as recorded in Plat Cabinet 5, Slide 279 as Instrument Number 2014054239 in said Recorder's Office; thence North 00 degrees 29 minutes 58 seconds West along said east line a distance of 437.29 feet to a "Capped Rebor"; thence North 90 degrees 00 minutes 00 seconds East a distance of 891.36 feet; thence South 00 degrees 00 minutes 00 seconds East a distance of 174.27 feet to a "Capped Rebar" at the point of curvature of a curve to the left having a radius of 15.00 feet; thence southeasterly along said curve an arc distance of 23.56 feet being subtended by a long chord having a bearing of South 45 degrees 00 minutes 00 seconds East and a chord length of 21.21 feet to a "Capped Rebar"; thence North 90 degrees 00 minutes 00 seconds East a distance of 140.35 feet to a "Capped Rebar at the point of curvature of a curve to the left having a radius of 768.00 feet; thence easterly along said curve an arc distance of 145.48 feet being subtended by a long chord having a bearing of North 84 degrees 34 minutes 24 seconds East and a chord length of 145.26 feet to a "Capped Rebar"; thence North 79 degrees 08 minutes 48 seconds East a distance of 167.81 feet to a "Capped Rebar" at the point of curvature of a curve to the right having a radius of 232.00 feet; thence easterly along said curve an arc distance of 43.95 feet being subtended by a long chord having a bearing of North 84 degrees 34 minutes 24 seconds East and a chord length of 43.88 feet to a "Capped Rebar" on the northerly extension of the west line of Equality Boulevard as described in Instrument Number 2015001386 in said Recorder's Office; thence South 00 degrees 00 minutes 00 seconds West along said northerly extension, along the west line of said Equality Boulevard and along the west line of the tract of land described in Instrument Number 2014022494 (corrected by Instrument Number 2015013368) in said Recorder's Office a distance of 297.49 feet to a "Capped Rebar"; thence South 90 degrees 00 minutes 00 seconds West a distance of 274.21 feet to the POINT OF BEGINNING, containing 12.000 acres, more or less. SUBDIVISIONTHIS ! OF ! ! 1 ! !" ! ! !• 4041• ! t• •! •!. 1 :1 ! •! •! !! 1! ! ! ! ! ! ! ! 4!• 0 ! 1" •! SHOWNTWENTY-TWO (22) COMMON AREAS LABELED "CA 1" THROUGH "CA 22" (ALL INCLUSIVE), STREETS, EASEMENTS AND PUBLIC WAYS AS ON j OF / AND i 1 OF ARE ! AND DECIMAL PARTS 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 ARjICL XI OF TH CARMEL/ CLAY PLAN COMMISSION'S RULES OF PROCEDURE ON AALI MICHAEL P. LIBAU , DIR R, DEPARTMEN F COMMUNI ERVICES 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 ---------------, —Lt_ tit MU UANU, U 2021066606 PLAT $45.00 09/13/2021 09:24:23A 5 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented 1111111111111111111111IIIII IIIII IIIII IIIII IIIII IIIII hill IIIII1111IIII 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 ! OFF, PLATTED AND SUBDIVIDED, AND !! HEREBY LAY OFF, PLAT AND SUBDIVIDE,SAID REAL IN ACCORDANCE PLAT. PUBLIC.THIS SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS WINDWARD AT LEGACY TOWNHOMES, AN ADDITION IN HAMILTON COUNTY, INDIANA. ALL STREETS SHOWN ON THIS PLAT DESIGNATED AS "PUBLIC STREET" AND NOT HERETOFORE DEDICATED ARE HEREBY DEDICATED TO THE TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN DECLARATION OF COVENANTS AND RESTRICTIONS OF WINDWARD AT LEGACY DATED RECORDED AS INSTRUMENT NUMBER Z07, —IQ� . - _QS_, IN THE OFFICE OF THE 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 _18th_____ DAY OF __August _ 2021�, LENNAR HOMES OF INDIANA, INC., A DELAWARE CORPORATION, F/K/A CALATLANTIC HOMES OF INDIANA, INC., A DELAWARE CORPORATION 11555 N. MERIDIAN STREET, SUITE 400 CARMEL, IN 46032 BY: KEITH H VICE PRESIDENT OF LAND STATE OF INDIANA SS COUNTY OF ___��ri®n ) BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN FOR SAID COUNTY AND STATE, PERSONALLY APPEARED KEITH LASH, VICE PRESIDENT OF LAND, OF LENNAR HOMES OF INDIANA, INC., A DELAWARE CORPORATION, F/K/A/ CALATLANTIC HOMES OF INDIANA, INC, A DELAWARE CORPORATION„ 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 _ 1 8th I Kristopher K. Eichhorn, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the ,1ULiE LIMSAUGH laws of the State of Indiana: There has been no change from the matters of survey revealed b the ,,.� g y �/ , �'� Notary Public, state of Indiana cross-referenced survey, or any prior subdivision plats contained therein, on any lines that are common with w cry Commission #686983 the new SUbdiV%Slay. yy�� { �a i'PEy cOmtilt'Sift Xj3ir$ June 19, 202 4 That this plat correctly represents a survey completed by Kristopher K. Eichhorn, PS #21000230 (HWC Engineering, Inc. Job Number 2019-287) certified on December 16, 2020 and recorded on June 23, 2021 as Instrument No. 2021046175 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. 12th July, 2021 ®`\`l®1®�����a,��h WITNESS BY SIGNATURE THIS _-__ DAY OF _________. `.� �,��K. Kristopher K. Eichhorn Professional Surveyor #21000230 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 DAY OF • ! 21 PRINTED NAME MY COMMISSION EXPIRES:- 19, SHEET 5 OF %1.5