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HomeMy WebLinkAboutRecorded Plat_01-24-19Date: Dec 13, 2018 Plot Time: 10:39am File Name: W:\Pulte Homes\2017-232-A Pulte- Cop perl eaf\Desiq n\CAD\ 17232-A.xBase.dwq, Layout: PLAT 1-2 BY: miudt THIS INSTRUMENT PREPARED BY: MICHAEL G. JUDT _HWC ENGINEERING 135 N. PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, INDIANA 46204 PHONE: (317) 347-3663 DEVELOPED BY: PULTE HOMES OF INDIANA, LLC 11590 NORTH MERIDIAN ST., SUITE 530 CARMEL, INDIANA 46032 PHONE: (317) 575-2350 G5 IN'► I SOURCE OF E:- PULTE HOMES OF INDIANA, LLC AN INDIANA LIMITED LIABILITY COMPANY I nstr. #2018038996 Instr. #2018038997 nstr_ #2018038998 I nstr. #2018038999 NEAL BRONSON UPTON AND JEANNIE M. UPTON SUBDIVISION MONUMENTATION HUSBAND AND WIFE MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE I nstr. #9809803782 SET IN PLACE AFTER THE RECORDATION OF THIS PLAT. AN AFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTER THE SUBDIVISION MONUMENTATION HAS ' BEERCOMPLETED NO LATER THAN TWO (2) YEARS AFTER RECORDATION OF THIS PLAT. Curve Table Curve # Length Radius Cord Length Chord Bearing Delta C-1 28.99' 20.00' 26.515' N41#31'08"E 83*62'17" C-2 28.99' 20.00' 26.515' S41 °31'08"E 83°02' 17" C-3 191.64' 122.00' 172.534' N45000'00"W 90"00'00' C-4 235.62' 150.00' 212.132 N45*00'00"W 90*00'00" C-5 257.97' 178.00' 235.981' N41*31'08"W 83*02'17" C-6 31.42' 20.00' 28.284' N45*00'00"E 90000'00 C-7 31.85 20.00' 28.592' N44#22'27"W 91'15'06" C-8 29.27' 122.00' 29.204' N08#07'33"E 13*44'54" C-9 39.27 150.00' 39.158' N07"30'00"E 15*00'00" C-10 46.60' 178,00' 46.467' NOT30'00"E 15000'00 C-11 31.94 122.00' 31.848' S0730'00"W 15000'00" C-12 39.27' 150.00' 39.158' S07*30'00"W 15!00'00" C-13 46.60 178.00' 46.467' SOT30'00"W 15*00'00" C-14 191.64' 122.00' 172.534' S45"00'00"E 90"00'00" C-15 235.62' 150.00' 212.132.' S45"00'00"E 90"00'00" C-16 279.60' 178.00' 251.730' S45"00'00"E 9T00,0-0" C-17 191.64' 122.00' 172.534' S45*00'00"W 90°00'00' C-18 235.62' 150.00' 212.132' S45!00'00"W 90*00'00 C-19 257.97' 178.00' 235.981' S41031'08"W 83*02'17" C-20 15.71' 5.00' 10.000, N90"00'00"W 180`00 '00" C-21 15.71' 5.00' 10.000 N90*00'00 I- E 1-80*00'00",l SEE SHEET 4 FOR LAND DESCRIPTION .COPPER RUN SECONDARY PLAT HAMILTON COUNTY, CLAY TOWNSHIP (SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST) DOCKET NO. 17110014 Z: PUD REZONE (with Primary Plat) ,ZONING: COPPERLEAF PUD ORDINANCE Z-631-18 SECONDARY PLAT DOCKET NO. 18050013 SP SHEET 2 W. 131 ST STREET 2019002699 PLAT $40.00 01/24/2019 01:40:10Pi 4 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented 111111111111111 HE 111111111111111111111111111111111 DULY ENTERED FOR TAXATION Subject to final acceptance for transfer sl day ofl�W-$Qi_ 20 -yx,je, Auditor of Hamilton County /W .- , Parcel # CA "A" z CA "D .29 Owl 1 2 28 11 12 27 CA "A"a 13 W 26 14 9 15 W, 8 24 16 3 CA "B" 23 4 22 5 6 721 0 CA )A') 17 20 z CA "C', 18 W 19 SHEET 3 VicinM_aF Not to Scale DEVELOPMENT STANDARDS ZONING: EXISTING -S1 PROPOSED - COPPERLEAF PUD A ARCHITECTURAL STANDARDS: MUST CONFORM TO PUD ORDINANCE Z-631-18 MIN. LOT WIDTH AT BUILDING LINE 80' MIN. LOT WIDTH AT RIGHT-OF-WAY 401 o 251 W UJ MIN. SIDE YARD SETBACK MIN. SIDE YARD AGGREGATE 191 MIN. SEPARATION I BETWEEN DWELLINGS 101 HMI LER R .10,400 SF MAX. LOT COVERAGE 50% MAX. BUILDING HEIGHT 451 W 131ST One story: 2,400 SF min. Two story: 1,300 SF min, (Aggregate 2,700 SF min) LOT 29 ip CONFORM TO PUD ORDINANCE Z-631-18 SECTION 4.9 KST N z C S W 126TH ST 0 1P CR 550S GREE FIE D R W 121ST ST VicinM_aF Not to Scale DEVELOPMENT STANDARDS ZONING: EXISTING -S1 PROPOSED - COPPERLEAF PUD LOTS 1-28 ARCHITECTURAL STANDARDS: MUST CONFORM TO PUD ORDINANCE Z-631-18 MIN. LOT WIDTH AT BUILDING LINE 80' MIN. LOT WIDTH AT RIGHT-OF-WAY 401 MIN. FRONT YARD ,SETBACK 251 MIN. REAR YARD SETBACK 25' MIN. SIDE YARD SETBACK MIN. SIDE YARD AGGREGATE 191 MIN. SEPARATION I BETWEEN DWELLINGS 101 MIN. LOT AREA .10,400 SF MAX. LOT COVERAGE 50% MAX. BUILDING HEIGHT 451 MIN. GROUND FLOOR AREA One story: 2,400 SF min. Two story: 1,300 SF min, (Aggregate 2,700 SF min) LOT 29 CONFORM TO PUD ORDINANCE Z-631-18 SECTION 4.9 I Assumed North 0 50 100 200 Scale: V = 100' I Site Map SUBMISSION DATE: 05/17/18 LAST REVISION DATE: //1 SCALE: 1"= 100' FOR PROJECT DRAINAGE OVERFLOW PATHS, 09128 L SEE COPPER RUN (FORMERLY COPPERLEAF) CONSTRUCTION PLANS. SHEET 10F 4 Plot Date: Dec 13, 2018 Plot Time: 10:39am File Name: W:\Pulte Homes\2017-232—A_ Pulte— Cop perleaf\Design\CAD\17232—A.xBase.dwq, Layout: PLAT 1-2 By: miudt THIS INSTRUMENT PREPARED BY: LUKE A. JAHN HWC ENGINEERING 135 N. PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, INDIANA 46204 PHONE: (317) 347-3663 DEVELOPED BY: PULTE HOMES OF INDIANA, LLC 11590 NORTH MERIDIAN ST., SUITE 530 CARMEL, INDIANA 46032 PHONE: (317) 575-2350 PCs, Higg "11141 COPPER RUN SECONDARY PLAT HAMILTON COUNTY, CLAY TOWNSHIP (SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST) 2019002699 PLAT $40.00 01/24/2019 01:40:10P 4 PGS Jennifer Hayden _._ HRMILTON County Recorder IN Recorded as Presented NE COR. SE 1/4 SEC. 25-T18N-R2E P.O.C. NW COR. SW 1 /4 SEC. 30-T18N-R3E� 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 X IN TOP SET FLUSH WITH THE FINISH STREET SURFACE O DENOTES A 5/8" REBAR 30" LONG WITH CAP MARKED "HWC FIRM #0114" TO BE SET AT LOT CORNERS, INCLUINNG BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF LINES. F1 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 FOR PROJECT DRAINAGE OVERFLOW PATHS, SEE COPPER RUN (FORMERLY COPPERLEAF) CONSTRUCTION PLANS. SEE SHEET 1 FOR CURVE TABLE SEE SHEET 4 FOR LAND DESCRIPTION Nkk*� Assumed North 0 25 50 100 Scale: 1" _ 50' I 6 a: NORTH LINE NW 1/4 SW 1/4 SEC. 30-T18N-R3E • N86' 19 26"E 165.4 -- S89'030'59 "E $' 352.86' S89 30 59 E 300.00 69.77 352.86'12 R/W 12.00' 0300.00' W. 131ST STREETz81s3' C-20 15' D.&U.E. 42.04 S 15.71' 0 �— 323.54 15' D.&U.E.`3g2 `3`36£ ti •19"�9„� / 25 B.S.L. LO N I � O IW Li W00 I U1 D.E. & BIP.E. c o 0 vi W o 262,620 S.F. I� 10-10 CO 74' `O M memo � o I R W =1 Li Ujo 100' BUFFER YARD & LE. 100' BUFFER YARD & LE. �^ co N N 29 t N C �' 96,361 S.F. n W. (nU� ( N to Q W m z wiz 1 54.9' n N90'00'00"E }Uj i 140.38' 20.15' W w a CnCD ^ -� I m C C , ��. 10 Z 0 1 1 S 00 ms 00 Ui 's �� ...� U .� CIA - LO 1,6,037 S.F. $ �- .� 1 a` 15.71 1�\ 18 W ) 5 S '� •cfl �o 2 + M / �� C -2i ��? '� -Sso. S 49 v $ � a6A5 l Q �• ` S� } S9fl'00'00"E 9.77' z •� 3.00 33.Q0 •F. \ \ Lj 130.00' U.i'3, /, 66'00' �\ ` N90'00'fl0"E 279.38' -� al W s� �� 0°' N90'00 00 E �o a3 " - • sty, s'S �� / �`, �, \ Q 195.25 W 84.13 w G I 2 O O m v',\O� 1 '�`+ �` % �O W 60.00'fI►N. z " 12 fi15 S.F. o 66.00 s .��\ }o } a; CA C � ► c co`L �, — 15' D.N.E.?��, sp` T I M D.E. r A --- t- z Jty ti e��5/ 6' 'P e� ' �d a / i� 10' S S.U�StU.E. 1S' 13 �'� • ?� cs� `�°(c3' vi >” tr m /o ,►h C, , ?s�, st �` '� 2$ T.F.E. N89 51 2s"W a I /y h°s• ►�'t / , C.�. 30.$9 n / N33'55 37"W 16.51 ` .� ` //` 13 646 S F. o a 55:3' N90'00'00"ED.E. & LE. N c„ m N00 -00'00"E I 120.23'N6r ? B E. 1 28.05 N I39sj ' 64' N90'00'00"E S9fl'Oa'00"E N ' w 133.95' ` N90'00'00°E 134.89 C) } `� �; o crle) \ 137.99' 85.0' WI ry• c C> oo r v; N y 000 LA m I"� o vii o v; 12 ` N90 00'00"E 85.2' o } ` 12,483 S.F. ( m 131.46' o '�Zlo N} W 12,317 S.F. ' N I W N M 0 Ln e I N O 4S } to t� O I N -1 I o Ld W O � O G m G W z o N C 27 } CA . C U4 00 Lol O ( N " 1 N I N N Ad W (n M o I �¢�' D.E. I I O I I I N90 00 0fl E r S90'00'00"E N} 11,061 S.F. W ori Z: } °0 150.38' $ 147.94' `�' c 585'4726"E I 1 1 1 N� (m 59.90 I I � i^ CAA I 1 IJ 10 1 1 1 D.E. & W.E. I 3 " } I } } I 1 m 11,967 S.F. I N90 0o flo E I I w h 1 00 �:I II I II1I� , 11,813 S.F. IIr $ I 130.0 0' N I. } T.P.E. 000 p 6, W LAKE 2 g O oN.P._83.50 O 1 1 26 10 -YM ELEV.=887.70 o I o I w' 100 -YEAR ELEY.=888.45 ( °O ( 1 " LO 1 11,050 S.F. I N90 Ofl 00 E 590'00'00"E 0 ' I o I I BOTTOM 8H.=875.50 N 13o.a0' o' I I TOP OF BANK ELEY.=889.00 I } ( 130.00'1 w I co O I ,► I I N90 flQ 0fl E � I I 00 ►--+ 14 N90'00'00"E I I c, } 130.00 Lq I } '� Ul ) 0 II I . In I 13 o - 11,050 S.F: � S 130.00' � 1 00 { I was Ui S W I.I I o o 9 ( D.E. & LE. c I N I =} OCO,I a� L} o} m o z� 91 -4 25 R I ►—� N) N 11,050 S.F. � N I N m } o I +—� o N I ( 1 . , ;r, 10,400 S.F. "• I ) o c+nn•nnnn"r I F+-1 �I ' O I N FOR CONTINUATION SEE SHEET 3 OF 4 SHEET 2 OF 4 ■ .LEGEND 25 LOT NUMBER D.&U.E. DRAINAGE& UTILITY EASEMENT D.E. DRAINAGE EASEMENT B.S.L. BUILDING SETBACK LINE S.S.D.&U.E. SANITARY SEWER, DRAINAGE & UTILITY EASEMENT C.A. COMMON AREA R/W RIGHT OF WAY D.U.&L.E. DRAINAGE, UTILITY & LANDSCAPE EASEMENT B.Y. BUFFERYARD S.F. SQUARE FOOTAGE L.E. LANDSCAPE EASEMENT T.P.E. .TREE PRESERVATION EASEMENT R.S.L.- REAR SETBACK LINE BMP.E. BEST MANAGEMENT PRACTICE ACCESS & MAINTENANCE EASEMENT 6 a: NORTH LINE NW 1/4 SW 1/4 SEC. 30-T18N-R3E • N86' 19 26"E 165.4 -- S89'030'59 "E $' 352.86' S89 30 59 E 300.00 69.77 352.86'12 R/W 12.00' 0300.00' W. 131ST STREETz81s3' C-20 15' D.&U.E. 42.04 S 15.71' 0 �— 323.54 15' D.&U.E.`3g2 `3`36£ ti •19"�9„� / 25 B.S.L. LO N I � O IW Li W00 I U1 D.E. & BIP.E. c o 0 vi W o 262,620 S.F. I� 10-10 CO 74' `O M memo � o I R W =1 Li Ujo 100' BUFFER YARD & LE. 100' BUFFER YARD & LE. �^ co N N 29 t N C �' 96,361 S.F. n W. (nU� ( N to Q W m z wiz 1 54.9' n N90'00'00"E }Uj i 140.38' 20.15' W w a CnCD ^ -� I m C C , ��. 10 Z 0 1 1 S 00 ms 00 Ui 's �� ...� U .� CIA - LO 1,6,037 S.F. $ �- .� 1 a` 15.71 1�\ 18 W ) 5 S '� •cfl �o 2 + M / �� C -2i ��? '� -Sso. S 49 v $ � a6A5 l Q �• ` S� } S9fl'00'00"E 9.77' z •� 3.00 33.Q0 •F. \ \ Lj 130.00' U.i'3, /, 66'00' �\ ` N90'00'fl0"E 279.38' -� al W s� �� 0°' N90'00 00 E �o a3 " - • sty, s'S �� / �`, �, \ Q 195.25 W 84.13 w G I 2 O O m v',\O� 1 '�`+ �` % �O W 60.00'fI►N. z " 12 fi15 S.F. o 66.00 s .��\ }o } a; CA C � ► c co`L �, — 15' D.N.E.?��, sp` T I M D.E. r A --- t- z Jty ti e��5/ 6' 'P e� ' �d a / i� 10' S S.U�StU.E. 1S' 13 �'� • ?� cs� `�°(c3' vi >” tr m /o ,►h C, , ?s�, st �` '� 2$ T.F.E. N89 51 2s"W a I /y h°s• ►�'t / , C.�. 30.$9 n / N33'55 37"W 16.51 ` .� ` //` 13 646 S F. o a 55:3' N90'00'00"ED.E. & LE. N c„ m N00 -00'00"E I 120.23'N6r ? B E. 1 28.05 N I39sj ' 64' N90'00'00"E S9fl'Oa'00"E N ' w 133.95' ` N90'00'00°E 134.89 C) } `� �; o crle) \ 137.99' 85.0' WI ry• c C> oo r v; N y 000 LA m I"� o vii o v; 12 ` N90 00'00"E 85.2' o } ` 12,483 S.F. ( m 131.46' o '�Zlo N} W 12,317 S.F. ' N I W N M 0 Ln e I N O 4S } to t� O I N -1 I o Ld W O � O G m G W z o N C 27 } CA . C U4 00 Lol O ( N " 1 N I N N Ad W (n M o I �¢�' D.E. I I O I I I N90 00 0fl E r S90'00'00"E N} 11,061 S.F. W ori Z: } °0 150.38' $ 147.94' `�' c 585'4726"E I 1 1 1 N� (m 59.90 I I � i^ CAA I 1 IJ 10 1 1 1 D.E. & W.E. I 3 " } I } } I 1 m 11,967 S.F. I N90 0o flo E I I w h 1 00 �:I II I II1I� , 11,813 S.F. IIr $ I 130.0 0' N I. } T.P.E. 000 p 6, W LAKE 2 g O oN.P._83.50 O 1 1 26 10 -YM ELEV.=887.70 o I o I w' 100 -YEAR ELEY.=888.45 ( °O ( 1 " LO 1 11,050 S.F. I N90 Ofl 00 E 590'00'00"E 0 ' I o I I BOTTOM 8H.=875.50 N 13o.a0' o' I I TOP OF BANK ELEY.=889.00 I } ( 130.00'1 w I co O I ,► I I N90 flQ 0fl E � I I 00 ►--+ 14 N90'00'00"E I I c, } 130.00 Lq I } '� Ul ) 0 II I . In I 13 o - 11,050 S.F: � S 130.00' � 1 00 { I was Ui S W I.I I o o 9 ( D.E. & LE. c I N I =} OCO,I a� L} o} m o z� 91 -4 25 R I ►—� N) N 11,050 S.F. � N I N m } o I +—� o N I ( 1 . , ;r, 10,400 S.F. "• I ) o c+nn•nnnn"r I F+-1 �I ' O I N FOR CONTINUATION SEE SHEET 3 OF 4 SHEET 2 OF 4 ■ .Plot Date: Dec 13, 2018 Plot Time: 10:31 am File Name: W:\Pulte Homes\2017-232-A Pulte- Cop perleaf\Design\CAD\17232-A.xBase.dwg, Layout: PLAT 3-4 By: mjudt THIS INSTRUMENT PREPARED BY: MICHAEL G. JUDT 2019002699 2019 PLATCOPPER RUN O 1OP®4 PGS HWC ENGINEERING 01/241 135 N. PENNSYLVANIA STREET, SUITE 2800 Jennifeerr County HAMILTON County Recorder IN SECONDARY PLAT INDIANAPOLIS, INDIANA 46204 Recorded as Presented PHONE: (317) 347-3663 {1111{1111{1{I{{{1111I1i{I{III{!{1111{III HAMILTONCOUNTY, LAY TOWNSHIP C DEVELOPED BY: I CA W SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST) PULTE HOMES OF INDIANA, LLC 11590 NORTH MERIDIAN ST., SUITE 530 I D.E. & M.E. CARMEL, INDIANA 46032 PHONE: (317) 575-2350 I 0 I Assumed North 0 25 50 100 Scale: I" =• 50' I Aldf#2 FOR CONTINUATION SEE SHEET 2 OF 4 N.P.a883.50 0 10 -YEAR ELEV.=887.70 t I 100 --YEAR ELEV.-888.45 CR IN90-00`00"E''"' o ' E BOTTOM D =875.50 co` oo' I TOP OF BANK MD.=889.00 I S9o0000E - I I 130.00 130.00 I LEGEND 25 LOT NUMBER D.&U.E. DRAINAGE & UTILITY EASEMENT D.E. DRAINAGE EASEMENT B.S.L. BUILDING SETBACK LINE S.S.D.&U.E. SANITARY SEWER, DRAINAGE & UTILITY EASEMENT C.A. COMMON AREA R/W RIGHT OF WAY D.U.&LE. DRAINAGE, UTILITY & LANDSCAPE EASEMENT B.Y. BUFFERYARD S.F. SQUARE FOOTAGE L.E. LANDSCAPE EASEMENT T.P.E. TREE PRESERVATION EASEMENT R.S.L. REAR SETBACK LINE BMP.E. BEST MANAGEMENT PRACTICE ACCESS & MAINTENANCE EASEMENT 11,050 S.F.I 00 0I ' W J �I I I l I 0 ( I I N90 00 00 E Q I I Lai J M H 4 N90'00'00"E ( I a, 0 130.00 w I 1 I � o 11,050 S.F. �; • �, 130.00'W Q \ I ,r.; o I m ev n ►� I I _ I WI c.A. a ;;� I I Io O I ( w aoo a D.E. & LE b N o = (�I L I I ►� I I m 9 I o o I I I of 25 m I ") co N 11,050 S.F. � N U4 N m I o I o N I o ( I in _ I 10,400 S.F. o , 0 I W r-) o S90'00'OO�E `a "' I oo - I �. I Q o I I 0 I( w o I � V 130.00' ) U") ° w " o I I ►- ( I n ( I N90'00'00"E I I " I � 0 15 Ngo 00 0o E I 87.7 I I 130.00' I N 11 050 S.F. I 1 30.00' Wo m ' o U I SUBDIVISION MONUMENTATION I ' I M I= I� ( o� MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE %cc m 8 o N M I �-1 °� o ( W o I I SET IN PLACE AFTER THE RECORDATION OF THIS PLAT. o N N 10,889 S.F. J o o En U o f I 24 I o AN AFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL oI — o o m I= � o ( � 11,050 S.F. I BE RECORDED AFTER THE SUBDIVISION MONUMENTATION z \ `�'• o o " I I I CA C co0v S90 00 00 E ' N I o f I D.E. HAS BEEN COMPLETED NO LATER THAN TWO (2) YEARS 130.00' I ( o AFTER RECORDATION OF THIS PLAT. CIO., •53'34"W \ \ 56' R/W I I 97,415 S.F. r� � 133.40 N90'00'00"E � I I " SUBDIVISION MONUMENTS , _, I 16 �; I N90 00 Oo E 57.17 o \ \ 119.88 w 12,992 S.F. w 130.00 ,�; I Lo N 0 DENOTES A 5/8 DIA. STEEL ROD 12 LONG WITH \ a o ,� �, „ I � I N I o 0 wI I o 1-1/2 DIA. TAPERED BRASS CAP HAVING A CUT X IN oI \ \ \ CA B o o '10 o Cn p � TOP ET FLUSH WITH THE FINISH STREET SURFACE N \ N �� D.E. & LE o -o N o s us I�j wl 3 < ��s \\ ^I I N o) I ~_ O DENOTES A 5/8" REBAR 30" LONG WITH CAP MARKED \ 12,326 S.F. \ •��,, �'�� \ \ 41,537 S.F. o u4 N 23 ( I "HNC FIRM #0114" TO BE SET AT LOT CORNERS �'-`' ( oI ti � `��= j�rj\ I 25 B.S.L. I o I a) ;t � U_ o C> \ �'�� •s8, \�o sSo u L_ N N 11.050 S.F. I m I" INCLUDING BEGINNING AND ENDING OF CURVES AND r m s I I _ M I W a� y ` \ �0 `.S:E.''-- 15' D.N.E. ,� �' b h, T.P.E. THE INTERSECTION OF LINES. ._ ., z o� � • , � 58.00' 110.00' LI I DENOTES 4"x4" CONCRETE MONUMENT SET CRI �, �'�� o . I 8 0 �h ��° s CHENILLE DRIVE N9o'00'00"E VERTICALLY IN PLACE WITH AN IRON OR COPPER NS2. , "'I 1 \ 3 � n 130.00' DOWEL SET FLUSH WITH THE TOP OF THE 00, Ago, MONUMENT OR EXISTING R/W MARKER FOUND 8 y \ Sco 216 00' E \ 129326 S.F.co �I 36.48' 48.50' \ O ?s - W T.P.E. I`?• �, p� Gi"� �"j"� 25' B.S.L. S.F. F . S 0013,030 ( \ 13,030 r ©� I W ff)w M °° \ M 12,720 S.F. O o� L I M o co Z 1..... z \ \ \� z o o N 25' R.B.S.L. 15' D.&U.E. 11 i.85' N88'12'08"W h h I I •22 I cv ° tUj I 43 I I 119.48'•� 15' D.N.E. mss. 00 (I L W J �I ( 0 I I H w w I I Ljam J1 N.P.=883.00 0 U-) cost cv N90'o0'00"E °O N II 1 O -YEAR 8H.=887.42 M co C1 I 131.47' 100 -YEAR ELEV.=887.79 ` 1 Cl �' I BOTTOM ELEV.=875.00 I TOP OF BANK ELEV.=889.00 o } 16,815 S.F. �a 21� ( TRE. -/ I 1. o 0 o o ►� I� o r I �L I I� N I C/)y/ C ebb �I o I / p10/ m \ I / Ln N / LO � 90.9' 10' S.S.O.&U.E. 25' BUFFER YARD & LE. S9900'00"E FOR PROJECT DRAINAGE OVERFLOW PATHS f M � N C SEE COPPER RUN (FORMERLY COPPERLEAF) 151.25' 30' S.S.E�� 528.39' N O] n ! , � CONSTRUCTION PLANS. SEE SHEET 1 FOR CURVE TABLE I N90900'00"W N SEE SHEET 4 FOR LAND DESCRIPTION CJ M30' 25' R.B.S.L. 15' D.&U.E. 11 i.85' N88'12'08"W _S O oZj — aN p o f 17 W o U 20 O uj N o N vi m o ` oI .10,400 S.F. N (o o �I oI ;r, 10,400 S.F. I I 0 0 c N I T.P.E. �I �N I co � I to • a I DCA BA .E I N9VOa'00"W I 56, N90000'00"E I 130.00' 1.30.00' Uj I I _ o ( I I I I� Av ," 0 18 Q �,; 19 � o o I N89 26 31 E I ``' o ,4 I ad I 22.00' » » 0 0 �I 10,400 S.F. °° o '✓� N o 10,400 S.F. a o o ''' { (,� C Z I N I °° a/ s ,� of NI N I N D.E. ON t m OI O o I w N90 00 00"W J. U 4%, N90 00 00 E 25' BUFFER YARD & LE. 130.00' 0 130.00' 25' BUFFER 117.77 oco 25 BUFFER I ( YARD & L.E. ; Li Icn N YARD & LE. N 28.00A 28.00' N N ' 44.00' S89059'05»W 832.41 W N M O Cn SHEET 3 OF 4 h h I I •22 I LO I I 10,822 S.F. I I 119.48'•� 15' D.N.E. mss. I I 25 B.S.L. —, � 711 00 0 v ' o cn a U-) cost cv N90'o0'00"E I M " v 131.47' LiUj 1 .� I 16,815 S.F. �a 21� ( o o ►� `'•' 11,256 S.F. o r I I N C/)y/ C o I 0 0/ I N / LO � 90.9' 10' S.S.O.&U.E. t° S9900'00"E S90'001'00"E 115.69' � N C 151.25' 30' S.S.E�� N O] n ! , � r., I N90900'00"W N CJ M30' S.S.E. N90'00'00"E 1 ( 130.00' 130.00' Li116.2' _ o l UjI I� I1 _S O oZj — aN p o f 17 W o U 20 O uj N o N vi m o ` oI .10,400 S.F. N (o o �I oI ;r, 10,400 S.F. I I 0 0 c N I T.P.E. �I �N I co � I to • a I DCA BA .E I N9VOa'00"W I 56, N90000'00"E I 130.00' 1.30.00' Uj I I _ o ( I I I I� Av ," 0 18 Q �,; 19 � o o I N89 26 31 E I ``' o ,4 I ad I 22.00' » » 0 0 �I 10,400 S.F. °° o '✓� N o 10,400 S.F. a o o ''' { (,� C Z I N I °° a/ s ,� of NI N I N D.E. ON t m OI O o I w N90 00 00"W J. U 4%, N90 00 00 E 25' BUFFER YARD & LE. 130.00' 0 130.00' 25' BUFFER 117.77 oco 25 BUFFER I ( YARD & L.E. ; Li Icn N YARD & LE. N 28.00A 28.00' N N ' 44.00' S89059'05»W 832.41 W N M O Cn SHEET 3 OF 4 riot uaie: -uec io, zu i o t­,ioi i ime: I U:1) I am t-iie i,4ame: vv:\t-uite momes\zu-i /—Z,SZ—A Hulte— Uopper1eat\Uesign\UAU\1 /2,52—A.xE3ase.dwg, Layout: 'LAI 3-4 by: mjudt THIS INSTRUMENT PREPARED BY: �, / �/� ��� MICHAEL G. JUDT COPPER R UN HWC ENGINEERING 2019002699 PLAT $40.00 135 N. PENNSYLVANIA STREET, SUITE 2800 01/24/2019 01:40:10P 4 PGS Jennifer Hayden SECONDARY PLAT INDIANAPOLIS, INDIANA 46204 HAMILTON County Recorder IN HAMILTON COUNTY, CLAY TOWNSHIP PHONE: (317) 347-3663 Recorded asPresented DEVELOPED BY: (SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST) PULTE HOMES OF INDIANA, LLC 11590 NORTH MERIDIAN ST., SUITE 530' CARMEL, INDIANA 46032 PHONE: (317) 575-2350 LAND DESCRIPTION CERTIFICATE OF PLAN COMMISSION:' Part of the Southwest Quarter of Section 30, Township 18 North, Range 3 East of the UNDER AUTHORITY PROVIDED BY INDIANA CODE 36-7-4-710, AND ENACTED Second Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly BY THE GENERAL ASSEMBLY OF THE STATE OF INDIANA, AND ALL ACTS described as follows: AMENDATORY OR SUPPLEMENTARY THERETO, AND AN ORDINANCE ADOPTED BY THE COMMON COUNCIL OF THE CITY 'OF CARMEL, INDIANA. THIS PLAT WAS Commencing at the northwest 'corner of said SouthwestQuarter; thence South 00 GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS; degrees 08 minutes 31 seconds West (basis of bearings is grid North per Indiana State Plane Coordinate System —,East Zone, NAD83(2011) EPOCH 2010.0000) along the west GRANTED ADMINISTRATIVE APPROVAL BY THE DEPARTMENT OF' COMMUNITY line of said Southwest Quarter a distance of 20.00 feet to the south right—of—way of W. SERVICES PURSUANT TO ARTICLE 41 OF THE C L/ CLAY PLAN 131st Street as described in Instrument Number 200200039095 in the Office of the COMMISSION'S RULES OF PROLE RE ON 1 2 _37— old) Recorder of Hamilton County, Indiana, and the POINT OF BEGINNING; thence along said IF PROC RE I;E south right—of—way the following three (3) courses: (1) thence South 89 degrees 30 minutes 59 seconds East parallel with the north line of said Southwest Quarter a BY: distance of 300.00 feet; (2) thence North 86 degrees 19 minutes 26 seconds East MICHAEL P#IFIOLLIBAU DIRECTOR, 165.44 feet; (3) thence South 89 degrees, 30 minutes 59 seconds East 352.86 feet; DEPARTMENT OF CO NITY SERVICES thence South 00 degrees 33 minutes 29 seconds East 1185.86 feet to the north line of CARMEL, INDIANA a tract described in Instrument Number 2012081882 in said Recorder's Office; thence South 89 degrees 59 minutes 05 seconds West along the north line of said tract a BOARD OF PUBLIC WORKS AND SAFETY distance of 832.41 feet to the west line of said Southwest Quarter; thence North 00 degrees 08 minutes 31 seconds East along said west line a distance of 1180.93 feet to THIS PLAT WAS APPROVED BY THE BOARD OF PUBLIC WORKS AND SAFETY OF the POINT OF BEGINNING, containing 22.425 acres, more yorr less. THE CITY OF CARMEL, INDIANA, AT A MEETING HELD _ _ -- �, THIS SUBDIVISION CONSISTS OF 29 LOTS NUMBERED 1-29 (ALL INCLUSIVE) TOGETHER WITH FOUR (4) COMMON AREAS LABELED C.A."All, C.A."B", C.A. "C" AND C.A."D", JAM BRAINARD, MAY LORI WIT516N, MEMBER 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. AkA we, Ott AR ANN BURKE, MEMBER CHRISTINE PAULEY, CLERK TREASURER REGISTERED LAND SURVEYOR'S CERTIFICATE: I Michael G. Judt, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana: There.Aas 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, Inc. Job Number 2017-232) certified on August 3, 2018 and recorded on 2018.as Instrument No. --_y. 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 13 DAY OF DECEMBER, 2018. 00, G No. Iii ael G. Judt 21500017 Professional Surveyor #21500017 STATE OF December 13, 2018 •%1 NO Ott S U R ini**l 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 [aw. MICHAEL G. JUDT DEED OF DEDICATION: WE THE UNDERSIGNED, PULTE HOMES OF INDIANA, LLC, AN INDIANA LIMITED LIABILITY COMPANY AND NEAL BRONSON UPTON AND JEANNIE M. UPTON,, HUSBAND AND WIFE, 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 COPPER RUN, 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 RESTRICTIONS OF COPPER, RUN, DATED RECORDED AS INSTRUMENT NUMBER 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 S I -IGNATURE THIS 24 K DAY OF .jlti 244-- OWNER/DEVELOPER: PULTE HOMES OF INDIANA, LLC AN INDIANA LIMITED LIABILITY COMPANY 11590 NORTH MERIDIAN STREET, SUITE 530 CARMEL, INDIANA 46032 (Signature) NAME: owto (Printed Name) TITLE: • (Title) LOTS 1-289 INCLUSIVE, AN D ALL COMMON AREAS STATE OF INDIANA SS COU N TY OF BEFORE ME, THEASIGNED; A NPTARY PUBLIC IN fOR SAID COUNTY AND STATE, PERSONALLY APPEARED qf I'd AA1 fio- &d2r,@'1h1rV% —1 M 1" 0 lour 1 OF PULTE HOMES OF (Printed Name) (Tit INDIANA, LLC, AN INDIANA LIMITED LIABILITY COMPANY, AN#ACKNOWLEDGED THE EXECUTION OF THE ,FORGOING SECONDARY PLAT, FOR AND ON BEHALF OF PULTE HOMES OF INDIANA, LLC, AND WHO, HAVING N DULY SWORN, STATED THAT ANY REPRESENTATIONS THEREIN CONTAINED ARE TRUE. WITNESS MY SIGNATURE AND SEAL THIS DAY, OF --- DAY OF ' NOTARY.AUKLICICS ANN E THOPOPSON I T(a ry Public of Indiana a m i 11 ca C o u r, o rn m i s s i 0 n PRINTED NAME bAY C`Omrni sion MY COMMISSION EXPIRES: Jlfllwlz*��J WITNESS BY SIGNATURE THIS DAY OF c1�� �O �Y, OWNER: NEAL BRONSON UPTON AND JEANNIE M. UPTON HUSBAND AND WIFE 4509 W. 131ST CARMEL, IN A 40074 NEAL BRONSON UPTON JEANNIE M. UPTON STATE OF INDIANA SS COUNTY OF — — — BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN FOR SAID COUNTY AND STATE,, PERSONALLY APPEARED NEAL BRONSON UPTON AND 'JEANNIE M. UPTON, AND ACKNOWLEDGED THE EXECUTION OF THE FORGOING SECONDARY PLAT, AND WHO, HAVING BEEN DULY SWORN, STATED THAT ANY REPRESENTATIONS THEREIN CONTAINED ARE TRUE. WITNESS MY SIGNATURE AND SEAL THIS DAY OF --DAY OF 201L A X)l L NCAL NOELIC, FOR PROJECT DRAINAGE OVERFLOW PATHS, -iryt t5filc stat'n Of PRINTED NAME SEE COPPER RUN (FORMERLY COPPERLEAF) ty F­45:`v4y 4, 20 5 qiw CONSTRUCTION PLANS. MY COMMISSION EXPIRES SHEET 4 OF 4