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HomeMy WebLinkAboutSecondary Plat_Recorded 11-12-19E E PRIMARY PLAT DOCKET NUMBER: ER: 1 04 AMEND (03050038) LAND OWNER: PAUL E. AND SHELLEY L. RSHOOPMAN 2221 RFRONT OF WEST CLAD, SECONDARY PLAT DOCKET NUMBER: 17040017 SP SOURCE OF TITLE: INSTRUMENT NUMBER 2012022221 DULY ENTERED FOR TAUTION SECTION FIVE "A" Sb;Z;ect to final acceptance for transfer SECONDARY PLAT - MATCH day �' of o-v'+- �- _ 20 %1 LINE '� Auditor of Hamilton County ?� - - I `+- / `" SEE SHEET 3 Parcel #_ _ POINT OF BEGINNING--�w�- ---- 2019056721 PLAT $40.00 11/12/2019 12:06:25P 4 PISS Jennifer Hayden p ` HAMILTON County Recorder IN { Recorded as Presented 118.39' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIilllllllllllll 15' D�&U.E` 58' ROW 131.00' 15.00' W r 15' D.&U.E. S86°30'02"E 702.5g' 54 w. E N21.45 0'&U 86 p1 b J Uj �-'{ S65'22'32"E 10.57' 4, �V E AV19 (, y 'S81'S9 w o bb tri I q I �' J 67' £. '39"E 87 m o� o i�`�w m vw QS(. -- __ 60 �\ EXISTING LAKE b, o o cv [ cr S7p• r/ 1 C' I `n W , ��� b5 N04'58'095.9"W Ngo3 S68.06'46 W Z 30 AC1w 0 ^�IV-8 15.02' Op'�` - 20' B.S.L. °° 15627 S.F. t o' '° �\ `n Q 0.36 AC `�' �" 8es� pp t 15' S.D.&U.E. �► °' b4 RW 15' D.&U.E. -� ��, o ►-� _ �,�� $ �`7` N84.53'23"W 85 55 *�W -- 98.39' �• 5 Z I N86'00'28 9.84 J "V.W B.S.L. &U N86°30'02"W 72.16' G� W 11581 S.F. �'l3 r� N6j4?4� qNo 0.27 AC86.97' ° &�.e 12327 S.F. :� o b2 \� ; E-+ C 13'' ?0 0.28 AC ^' 4' ' ' a 41 `'���, es(. 12445 S.F. ��, R=30.00 --- -- - 10 0.29 AC L=31.63N S86'30'02"E 75.24' _ - C 1 C12 \4 �` \ H S86'30'02"E ARC=162 08' �.��©` �-------------------._�0 R`66 0 pp61 5.86' 19161 S.,'-� c2 .6053.46Q, . .. .9. 30,80 C 15' S.D.&U.E. .1w C E 30' SD&Ul44 WW C11 � *CIA S�G� 53 30' B.s.L. 30. s D•&LIE. 1 p123"E 2p\\ O� CD 10' Z 15.40 6J_bRj►/�y 1 �N32'58'33"E v `$.58833, R-54.00 d 35,25' 54 3p BS D ¢ Tn S85.10'34"E � (. 20' B S CS 49.55' 14375 S.F. _ 5 5 ( `�1.67 ors>>. S1>p 30' D.&U.E, A, 0.33 AC N 14243 S.F. o , 56 v�hg� - ?' 4?"E 9p6 10, o ^ 0.33 AC co 13334 S.F. CO �, `ti 42 1�.►a 0.31 AC h �� �. •96' 5° NO3.29 58 E 17.93 �' ,� 5 3S62 �to3'2g'S$ 0 13�t'� SS° 9 f 13213 S.F. )2 N�� 2 \ 2�, - 4.53 0.30 AC 54.5b' �q /y � �2d .� W • g s � ^ 8 29" S8_ 2 33" 83.99' 10' o 07J ���F\ s7s• N3n�8% S 25.91' *V.W. D.&U.E AND 58 S70'21 42 E N.R. V.W. 01. F �23'1 j -- 62 48 + L.M.E. � 6 26.08, 185� N81• '-.s�o5g2 b `� 12249 S.F. Nss 12 \. S�0 83 43 34 ` 75.67' 8 e 13s .� 0.28 AC f 6 N89.08'24"W 20.59' `N643 9pS6' \ 08' �s( 59 N79'23'11"W 33.66' 9pS `o bl ' 96 1.51' s 15236 S.F. 6p \� *v. w, a &U SS, 1 e 0.35 AC 25515 S. ( N7 fl k F� AC 0123 6.f 38 �s� 0.59 10 "Ell N 8?36,_ 00 r-z BLOCK E ,o CIO 00 LAKE 1 EXISTING LAKE COMMON AREA e ,O� RWGULAR D U.E W E N55'27'19"W 43.50' y� s� S36'44'39"E V.W. ' 6+. v�\�� 11.58' FM 845 S.F.,E. �sr� S41'09'11"E �Oq 17.29' r 7.39 AC ' t5LU�_,n k-,. / / LEGEND: ® REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE FOUND. ® REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE TO BE SET. O REPRESENTS A 5/8 INCH DIAMETER REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012 FOUND. • ALL OTHER LOT CORNERS TO BE MARKED WITH A 5/8 INCH DIAMETER REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012. D.&U.E. - DRAINAGE AND UTILITY EASEMENT S.D.&U.E. - SEWER, DRAINAGE AND UTILITY EASEMENT. L.M.E. - LAKE MAINTENANCE EASEMENT. B.S.L. - BUILDING SETBACK LINE V.W. - VARIABLE WIDTH ROW - RIGHT-OF-WAY N.R. - NON -RADIAL N574217 E SCALE: 1 "= 50' N41'09'11 "W 22.32' 0 25 50 100 N68'13'45"W,� 49,90' /EXISTING LAKE 61 BLOCK 1171 N81013108"w 985.82 5 'NOTE: THE VARIABLE WIDTH DAU.E. AND L.M.E. WAS ESTABLISHED 15 FEET FROM THE 100 YEAR FLOOD ELEVATION CONTOUR (899.6 -1988 DATUM) AS SHOWN ON CONSTRUCTION PLANS. THE VARIABLE WIDTH SETBACK LINE ALONG THE REAR LINE OF LOTS FRONTING ON THE LAKE IS FOR BUILDINGS WITH BASEMENTS AND WAS ESTABLISHED 25 FEET FROM SAID CONTOUR LINE. SEE SHEET 3 FOR CURVE DATA TABLE SHEET I OF 4 This instrument prepared for: This instrument prepared by: Brady Kuhn WATERFRONT HOMES E WEIHE 1Q N. College Avenue Indianapolis, Indiana 46280 wetheihe.net 11731 COLD CREEK COURT ENGINEERS 317 1 846 - 6611 ZIONSVILLE, INDIANA 46077 800 1 452 - 6408 PH. (317) 714-2406 Land L SuCivil Engineedng rveying 317 1 s43 - asa6�ax Landscape ALLAN H. WEIHE, P.E., L.S. - POUNDER -_ Pi N r 1• 1 •PAMEND 1 1 11 SECONDARYDO17040017 WATERFRONT OF • OOP • OF 2012022 S86030'02"E 702.59' 7056O,*E sa 00'1 5j , , ZEXISTING LAKE 00. 8.96' 10' £. 2 741V, L.4fe 12 S.F. ;� d R=30.00' 1 AC L=31.63' 61 �� � � C 19161 S.F. Z 0.44 AC co o 10 w, oc, z/ N32'58'33"E w R=54.00' 6 35.25' s S85'10'34"E / 49.55' S7 30' D.&U.E. ((( Cob rl 40'02"E 25.00' S05'32'50"E 20.22' `-S1T49'O5"W 40.80' -SO0'38' 18"E 36.53' -S24'59'45"W 43.65' N06'04'24"W 24.86' 48'47"W 26.56' 38'04"E 12.04' 2'38'04"E 14.09' --S68'18'590E 16.70' �-S5T36'181 38.91' S70'21'42"E N.R. v.w. S.L.B..�,���,\� • N68'18'59"W 21.61' N29'20'35'W 59 6003 15236 S.F. 0.35 AC 25515 S F S ?2.32'- N 0.59 AC _ oh��w a 10' _S36'44'39"E 11.58' S41.09' 11 "E 414 17.29' S3TC N5T42'17"E 24.14' S 35"E 34.98' 33.22' 19'02'22"W 59.79' *I/68*1345, I S2T38'55"W 46.94' \�UE39 f✓ 13'45"W 49.90' /EXISTING LAKE N81 °13' r' QB,W 985.82' 42'17"W 38.16' BLOCK "E" FOND COMMON AREA IRREGULAR D.&U.E. IRREGULAR LM.E. 321845 S.F. 7.39 AC /EXISTING LAKE 31.57' LEGEND: ® REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE FOUND. E9 REPRESENTS A CONCRETE MONUMENT, 4 INCHES SQUARE TO BE SET. O REPRESENTS A 5/8 INCH DIAMETER REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012 FOUND. • ALL OTHER LOT CORNERS TO BE MARKED WITH A 5/8 INCH DIAMETER REBAR WITH A PLASTIC CAP STAMPED WEIHE ENGR. 0012. D.&U.E. - DRAINAGE AND UTILITY EASEMENT S.D.&U.E. - SEWER, DRAINAGE AND UTILITY EASEMENT. L.M.E. - LAKE MAINTENANCE EASEMENT. B.S.L - BUILDING SETBACK LINE V.W. - VARIABLE WIDTH ROW - RIGHT-OF-WAY N.R. - NON -RADIAL BLO K it P fi0 SLISTUnuN rive „n SECONDARY PLAT L§ SCALE: 1 "= 50' 0 25 50 100 �V "E 200.01' E LINE SW9 SEC. 31- T18N-R3E ZONED S- 1 /RESIDENCE- ROSO III BUILDNG SETBACK REQUIREMENTS PER ZONING FRONT YARD: 1. DWEWNG WITH ATTACHED. FRONT LOADING GARAGE: TWENTY (20) FEET FOR DWEWNG; TWENTY-FIVE (25) FEET FOR GARAGE (UNLESS OTHERWISE 2. NOTED) DWEWNG WITH ATTACHED, SIDE -LOADING GARAGE; FIFTEEN (15) FEET FOR DWELLING; TWENTY-FIVE (25) FEET FOR GARAGE (UNLESS OTHERWISE NOTED) 3. DWELLING WITH ATTACHED, REAR -LOADING; OR DETACHED, ALLEY ACCESS GARAGE. TEN (10) FEET FOR DWELLMiG. (UNLESS OTHERWISE NOTED) 4. S-1/RESTDENCE - ROSO WITH SUBDIVISION WAIVER. SIDE YARD: ZERO (0) FEET* REAR YARD: ZERO (0) FEET* MINIMUM BUILDING SEPARATION: SIX (6) FEET* MAX LOT COVER X = NA NOTE: SIDE/REAR SETBACKS AND MINIMUM BUILDING SEPARATION SHALL BE INCREASED BY ONE (1) FOOT FOR EACH ADDITIONAL (1) FOOT A STRUCTURE IS RAM ABOVE THE TWENTY-FIVE (25) FOOT HEIGHT STANDARD -WITH NO STRUCTURE EXCEEDING THIRTY-FIVE (35) FEET IN HEIGHT. S89053'13"W 197.13' SE CORNER NE'f4, SW'/ -' SEC. 31-T18N-R3E P, �A 'NOTE: THE VARIABLE WIDTH D.&U.E. AND L.M.E. WAS ESTABLISHED 15 FEET FROM THE 100 YEAR FLOOD ELEVATION CONTOUR (899.6 -1988 DATUM) AS SHOWN ON CONSTRUCTION PLANS. THE VARIABLE WIDTH SETBACK LINE ALONG THE REAR LINE OF LOTS FRONTING ON THE LAKE IS FOR BUILDINGS WITH BASEMENTS AND WAS ESTABLISHED 25 FEET FROM SAID CONTOUR LINE. SEE SHEET 3 FOR CURVE DATA TABLE C.7 SHEET 2 OF 4 This instrument prepared for: This instrument prepared by: Brady Kuhn WATERFRONT HOMES i WEIHE '0505 N. College Avenue Indianapolis, Indiana 46280 weihe.net 11731 COLD CREEK COURT ENGINEERS 317 1846 - 6611 ZIONSVILLE, INDIANA 46077 800 1452 - 6408 PH. 317 714- 2406 Land Surveying I Civil Engineering 317 1 843 - 0546p4z Landscape Architecture ALIAN R. WEIHE, P.a., L.S. - FOUNDER NMI J rJ' SECTION FIVE "A" SECONDARY PLAT � i LINE SW14 N89058'25"E (BASIS OF BEARINGS)1367.07' SEC. 31-T18N-R3E NW CORNER SW1 \ SEC. 31- T18N-R3E CURVE TABLE CURVE # ARC LENGTH RADIUS DELTA CHORD BEARING CHORD DISTANCE C1 162.08' 600.00' 15028'39" S78045'42"E 161.59' C2 66.13' 566.00' 6041'40" S83009'12"E 66.09' C3 86.76' 566.00' 8046'59" S75024'53"E 86.68' C4 1.67' 46.00' 2005'07" S69058'50"E 1.67' C5 31.57' 46.00' 39019'28" S49016'33"E 30.96' C6 65.62' 54.00' 69037'28" S64025'32"E 61.66' C7 31.62' 54.00' 33*32'43" N63*59'22"E 31.17' C8 25.99' 54.00' 27034'42" N33025'39"E 25.74' C9 71.02' 54.00' 75020'58" N 1800211 "W 66.01' C10 53.46' 54.00' 56043'18" N84004'19"W 51.30' C11 33.25' 46.00' 41024'35" S88016'19"W 32.53' C12 41.10' 629.00' 3044'39" N72053'43"W 41.10' C13 86.97' 629.00' 705619" N78043'41"W 86.90' C14 30.09' 20.00' 8601119" N39035'41"W 27.33' C15 31.42' 20.00' 90000'00" S48029'58"W 28.28' NW CORNER OF WATERFRONT OF WEST CLAY SEC710N T►1V "C" w N90000'00"E 257.67' W S 1 SCALE: 1 "= 50' qti 0 25 50 100 �G o 1 A-411 f N\� moo. :-ham BENCHMARK INFORMATION MATCH LINE BM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OF SEE Sf iEET 1 ZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITS JUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OF DAUGHERTY DRIVE AND WEST 121ST STREET, IN THE POINT OF BEGINNING NORTHEAST 114 OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGE SUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITH THE GROUND; A DEPARTMENT Lj OF NATURAL RESOURCES BRASS CONTROL STATION TABLET, ! STAMPED "BOO 541989". ELEV.: 901.14 FEET (1929 DATUM) ELEV.: 900.76 FEET (1%8 DATUM) SHEET 3 OF 4 This instrument prepared for: WATERFRONT HOMES 11731 COLD CREEK COURT ZIONSVILLE, INDIANA 46077 PH. (317) 714-2406 This instrument prepared by: Brady Kuhn IndiCollege Avenue ■WEIHE Indianapolis, Indiana 46280 weihe.net ENGINEERS 3171846 -6611 Land Su Civil E ineeri Surveying � � � 317 1 843 - 64os 317 i 843 - 0546jaz Landscape Architecture ALLAN H. WEIHE. P.E., L.S. - POUNDER WATERFRONT OF WEST CLAY, SECTION FNE "A" SECONDARY PLAT LAND DESCRIPTION COMMISSION'S CERTIFICATE PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE ALONG THE NORTH LINE OF SAID QUARTER NORTH 89 DEGREES 58 MINUTES 25 SECONDS EAST (BEARING BASED UPON DIRECTION OF SAID NORTH LINE FROM LIMITED WARRANTY DEED INSTRUMENT NO. 2012001120) 1367.07 FEET TO A POINT ON THE NORTHERLY EXTENSION OF THE EAST LINE OF WEST ROAD; THENCE SOUTH 00 DEGREES 03 MINUTES 23 SECONDS EAST ON AND ALONG SAID EAST LINE AND ITS NORTHERLY EXTENSION 92.12 FEET TO THE NORTHWEST CORNER OF WATERFRONT OF WEST CLAY, SECTION TWO "C", RECORDED AS INSTRUMENT NUMBER 2018052834 ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON p� AND ALONG THE EXTERIOR BOUNDARY OF SAID WATERFRONT OF WEST M CLAY SECTION TWO "C" BY THE FOLLOWING SEVEN (7) COURSES: 1) §255 RTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 257.67 FEET; THENCE DEGREES 58 MINUTES 50 SECONDS EAST 94.77 FEET; THENCE 3) SOUTH 17 DEGREES 47 MINUTES 42 SECONDS EAST 92.03 FEET; THENCE 4) SOUTH 32 DEGREES 08 MINUTES 48 SECONDS WEST 84.91 FEET; THENCE 5) SOUTH 29 DEGREES 48 MINUTES 56 SECONDS WEST 130.74 FEET; THENCE 6) SOUTH 26 DEGREES 09 MINUTES 51 SECONDS WEST 35.48 FEET; THENCE 7) SOUTH 03 DEGREES 29 MINUTES 58 SECONDS WEST 209.89 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 86 DEGREES 30 MINUTES 02 SECONDS EAST 702.59 FEET; THENCE SOUTH 45 DEGREES 00 MINUTES 00 SECONDS EAST 400.84 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 45 SECONDS EAST 200.01 FEET; TO A POINT ON THE EAST LINE OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 30 MINUTES 00 SECONDS WEST ON AND ALONG SAID WEST LINE 328.93 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 89 DEGREES 53 MINUTES 13 SECONDS WEST 197.13 FEET TO THE NORTHEAST CORNER OF THE SANCTUARY AT 116TH STREET, SECTION THREE, THE PLAT OF WHICH IS RECORDED AS INSTRUMENT NUMBER 2009067735, ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 81 DEGREES 13 MINUTES 08 SECONDS WEST ON AND ALONG THE NORTH LINE OF SAID SANCTUARY AT 116TH STREET, SECTION THREE A DISTANCE OF 985.82 FEET TO A POINT ON THE PERIMETER OF WATERFRONT OF WEST CLAY, SECTION TWO "C", THE PLAT OF WHICH IS RECORDED AS INSTRUMENT NUMBER 2018052834 ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON AND ALONG THE EXTERIOR BOUNDARY OF SAID WATERFRONT OF WEST CLAY, SECTION TWO "C" BY THE FOLLOWING SIX (6) COURSES: 1) NORTH 09 DEGREES 56 MINUTES 18 SECONDS EAST 88.83 FEET; THENCE 2) NORTH 15 DEGREES 37 MINUTES 17 SECONDS WEST 96.43 FEET; THENCE 3) NORTH 77 DEGREES 21 MINUTES 37 SECONDS EAST 54.56 FEET; THENCE 4) NORTH 03 DEGREES 29 MINUTES 58 SECONDS EAST 199.76 FEET; THENCE 5) NORTH 86 DEGREES 30 MINUTES 02 SECONDS WEST 72.16 FEET; THENCE 6) NORTH 03 DEGREES 29 MINUTES 58 SECONDS EAST 111.00 FEET TO THE POINT OF BEGINNING, CONTAINING 12.76 ACRES, MORE OR LESS. REGISTERED LAND SURVEYOR'S CERTIFICATE I BRADY KUHN, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR, LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE OF INDIANA: THAT THIS PLAT CORRECTLY REPRESENTS A SUBDIVISION OF A SURVEY COMPLETED BY WEIHE ENGINEERS, INC., ON APRIL 16, 2007, AN RECORDED AS INSTRUMENT NO. 2008034803 IN THE OFFICE OF TH RECORDER OF HAMILTON COUNTY, INDIANA. THERE HAS BEEN N CHANGE FROM MATTERS OF SURVEY REVEALED BY T E CROSS-REFERENCED SURVEY, OR ANY PRIOR SUBDIVISION PLATS CONTAINED THEREIN, ON ANY LINES THAT ARE COMMON WITH THIS SUBDIVISION. THAT ALL THE MONUMENTS SHOWN THEREON ACTUALLY EXIST OR WILL BE INSTALLED AND THAT THE LOCATION, SIZE, TYPE AND MATERIAL ARE ACCURATELY SHOWN: AND THAT ALL REQUIREMENTS SPECIFIED IN THE SUBDIVISION ORDINANCE OF THE CITY OF CARMEL HAVE BEEN MET. THIS SUBDIVISION CONTAINS 13 LOTS, LABELED 54 THROUGH 66, AND ONE COMMON AREA DESIGNATED BLOCK "E", TOGETHER WITH STREET RIGHTS -OF -WAY, ALL AS DELINEATED ON THE WITHIN PLAT. THE SIZE OF THE LOTS, COMMON AREAS, EASEMENTS AND THE WIDTH OF THE STREET RIGHTS -OF -WAY ARE SHOWN IN FIGURES DENOTING FEET AND DECIMAL PARTS THEREOF. . �1 �0�8�2oia 20=7. D__Y_KU_HIV DATE / STATE OF �. i l REGISTE LAND SURVEYOR NO.20500007 �i'p //VDIA —`:o � '///lllll`````` PRIMARY PLAT DOCKET NUMBER: 78-03 PP AMEND (03050038) SECONDARY PLAT DOCKET NUMBER: 17040017 SP UNDER AUTHORITY PROVIDED BY INDIANA CODE 36-7-4-710 AND ORDINANCES 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 H CARMEL PLAN COMMISSION'S RULES OF PROCEDURE ON 20 BY: MICHAEL P. H IBAU H, D1jrCTOR DEPARTMENT 75F COMMUV SERVICES CARMEL, INDIANA BOARD OF PUBLIC WORKS AND SAFETY CERTIFICATE THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF PUBLIC WORKS AND S F HE CITY OF CARMELDIANA, AT A MEETING HELD: 120JI 10 DEED OF DEDICATION WE, THE UNDERSIGNED, PAUL AND SHELLEY SHOOPMAN, 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. THE SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS WATERFRONT OF WEST CLAY, SECTION FIVE "A", AN ADDITION TO THE CITY OF CARMEL, INDIANA, ALL STREETS AND ALLEYS SHOWN AND NOT HERETOFORE DEDICATED, ARE HEREBY DEDICATED TO THE PUBLIC. FRONT AND SIDE YARD BUILDING SETBACK LINES ARE HEREBY ESTABLISHED AS SHOWN ON THIS PLAT, BETWEEN WHICH LINES AND THE PROPERTY LINES OF THE STREET THERE SHALL BE ERECTED OR MAINTAINED NO BUILDING OR STRUCTURE. THERE ARE STRIPS OF GROUND AS SHOWN ON THIS PLAT AND MARKED "EASEMENT", RESERVED FOR THE USE OF PUBLIC UTILITIES FOR THE INSTALLATION OF WATER AND SEWER MAINS, POLES, DUCTS, LINES AND WIRES, SUBJECT AT ALL TIMES TO THE PROPER AUTHORITIES AND TO THE EASEMENT HEREIN RESERVED. NO PERMANENT OR OTHER STRUCTURES ARE TO BE ERECTED OR MAINTAINED UPON SAID STRIPS OF LAND, BUT OWNERS OF LOTS IN THIS SUBDIVISION SHALL TAKE THEIR TITLES SUBJECT TO THE RIGHTS OF THE PUBLIC UTILITIES. THE FOREGOING COVENANTS, OR RESTRICTIONS, ARE TO RUN WITH THE LAND AND SHALL BE BINDING ON ALL PARTIES AND ALL PERSONS CLAIMING UNDER THEM UNTIL JANUARY 1, 2042, AT WHICH TIME SAID COVENANTS, OR RESTRICTIONS, SHALL BE AUTOMATICALLY EXTENDED FOR SUCCESSIVE PERIODS OF 10 YEARS UNLESS CHANGED BY VOTE OF A MAJORITY OF THE THEN OWNERS OF THE BUILDINGS COVERED BY THESE COVENANTS, OR RESTRICTIONS, IN WHOLE OR IN PART. INVALIDATION OF ANY ONE OF THE FOREGOING COVENANTS OR RESTRICTIONS, BY JUDGEMENT OR COURT ORDER, SHALL IN NO WAY AFFECT ANY OF THE OTHER COVENANTS OR RESTRICTIONS, WHICH SHALL REMAIN IN FULL FORCE AND EFFECT. THE RIGHT TO ENFORCE THESE PROVISIONS BY INJUNCTION, TOGETHER WITH THE RIGHT TO CAUSE THE REMOVAL, BY DUE PROCESS OF LAW, OF ANY STRUCTURE OR PART THEREOF ERECTED OR MAINTAINED IN VIOLATION HEREOF, IS HEREBY DEDICATED TO THE PUBLIC, AND RESERVED TO THE SEVERAL OWNERS OF THE SEVERAL LOTS IN THIS SUBDIVISION AND TO THEIR HEIRS AND ASSIGNS. TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN MASTER DECLARATION OF COVENANTS AND RESTRICTIONS OF THE S NCTUARY AT 116TH STREET, RECORDED AS INSTRUMENT NUMBER 2 9-016948, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, IN IANA. SUCH DECLARATION OF COVENANTS AND RESTRICTIONS SET This instrument prepared for: WATERFRONT HOMES 11731 COLD CREEK COURT ZIONSVILLE, INDIANA 46077 PH. (317) 714— 2406 LAND OWNER: PAUL E. AND SHELLEY L. SHOOPMAN SOURCE OF TITLE: INSTRUMENT NUMBER 2012022221 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 OUR HANDS AND 13E &J THIS 20 ) SS: COUNTY OF HAMILTON) -DAY OF !;;b*r sS �� SHELLEY SH PMAN BEFORE ME THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR THE COUNTY AND STATE, PERSONALLY APPEARED PAUL SHOOPMAN AND SHELLEY SHOOPMAN, FOR EACH SEPARATELY AND SEVERALLY ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT AS HIS OR HER VOLUNTARY ACT AND DEED, FOR THE PURPOSES THEREIN EXPRESSED. WI NE AND AN NOTL SEAL THIS DAY OF ,20A L AL.5 � Pd r✓cl( PRINTED NAME: do MY COMMISSION EXPI S: ,nor I AM A RESIDENT OF COUNTY. _L4rPf" "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." (name KEY MAP NOT TO SCALE HE STORM WATER OVERFLOW PATHS ARE SHOWN ON THE CONSTRUCTION PLANS FOR WATERFRONT OF WEST CLAY, SECTION FIVE "A", ON FILE WITH THE CITY OF CARMEL, INDIANA, DEPARTMENT OF PLANNING. This instrument prepared by: Brady Kuhn 0 WEIHE ENGINEERS Land Surveying I Civil Engineering Landscape Architecture SHEET 4 OF 4 10505 N. College Avenue Indianapolis,Indiana 46280 211 weihe.net 317 1 846 - 6611 800 1 452 - 6408 317 1 843 - 0546f— ALLAN H. WEIHE, Y.E„ L.S - FOUNDER