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Ambleside Section 1B Recorded Platc • r a I THIS INSTRUMENT PREPARED BY: KRISTOPHER K. EICHHORN HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 CARMEL/CLAY PLAN COMMISSION DEVELOPED HOFFMAN DEVELOPER, 9757 WESTPOINT f- 00 . j ,� . 863-2057 SOURCE OF TITLE: ' : i ' 11 11 :Vj A IKEQ - e]: PRIMARY PLAT DOCKET NO. PZ-202100013 DP & PZ-202100032 AD LS NOTE: ARCHITECTURAL STANDARDS ARE INCLUDED IN THE PUD ORDINANCE Curve Table CM ♦ s s ! S4753*55*E a DULY ENTERED FOR TAXATION Subject to final acceptance for transfer 2-7 Clay of J v 61 ,20 .q* -,rn -/Xi4 Auditor of Hamilton County Parcel # 5r Y F ifs x i r sjj i■ yy ! * * d Grid North N 90LO-10, 19-70 W10144VAN wa i HAMILTON COUNTY, CLAY TOWNSHIP (SECTION. 21, TOWNSHIP 18 NORTH, RANGE 3 EASJ C17YOF04RMEL PZ-2021-00117SP S ite SCALE: 1 "=15Y 2022037251 PLAT $45.00 07/27/2022 01:58:58P 5 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented I IIIII i I illl I l IIIllili IIIII Ilill IIIII IIIII IIIII IIIII IIIII II1[I IIII IIII V i0 cinity Mgp of to Scam DEVELOPMENT STANDARDS - AMBLESIDE PUD AREA "A" LOTS 1-29 & 68-89 MIN. LOT WIDTH AT BUILDING LINE MIN. LOT WIDTH AT R/W LINE MIN. FRONT YARD SETBACK MIN. REAR SETBACK MIN. SIDE SETBACK 65' 80' (LOTS 1-20) 60' 20' 20' 5' 3' (3-CAR GARAGE) MIN. LOT AREA 8,000 SF MAX. LOT COVERAGE 60% MAX. BUILDING HEIGHT 35' MIN. GROUND FLOOR AREA PER DWELLING: ONE STORY 1,800 SF TWO STORY 1,100 SF AREA "B" LOTS 30-67 & 90-126 MIN. LOT WIDTH AT BUILDING LINE 50' MIN. LOT WIDTH AT R/W LINE 45' $ MIN. FRONT YARD SETBACK 10, MIN. REAR SETBACK 30.5' (TO CENTER OF ALLEY) MIN. SIDE SETBACK 5' MIN. LOT AREA 6,000 SF MAX. LOT COVERAGE 65% MAX, BUILDING HEIGHT 35' MIN. GROUND FLOOR AREA PER DWELLING: ONE STORY 1,800 SF TWO STORY 800 SF AREA "C" LOTS 1001-3904 MIN. LOT WIDTH AT BUILDING LINE MIN. LOT WIDTH AT R/W LINE MIN. FRONT YARD SETBACK MIN. REAR SETBACK MIN. SIDE SETBACK 'MIN. LOT AREA MAX. LOT COVERAGE MIN. DISTANCE BETWEEN BUILDINGS 10' MAX. BUILDING HEIGHT MIN. LIVING AREA PER DWELLING: 20' 18' 5' 5' 5' (APPLIED TO BUILDING) 1,000 SF NA 40' 1,100 SF SECTION 1B; AREA "A" LOTS 8-29 AREA "B" LOTS 30-46 & 49-67 AREA "C" LOTS 1001-2104 �� I SHEET I OF 5 0 Y m n 0 U) 0 C) L0 0 0 C) co Q) n E F- 0 LO 0 0 _j 0 Q) E 0 E E 0 0 E 0 n A THIS INSTRUMENT PREPARED BY: KRISTOPHER K. EICHHORN HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 280 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 DEVELOPED BY: HOFFMAN DEVELOPER, LLC 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 (317) 863-2057 GrId North If b U 11111 Scale: I 1190wo OLD 146TH STREET NORTH LINE, NW 1 14 U-1 EX. R/W PER INST. #2015050986 S89*09'42"W 393.15' wN -T'I .00' 25 18.11 25 20. 09 7-20.00 p 25. 30.00' 25.00' 0.00' 20.00' '26.00 0 7 5.00' 20-007 N45*00'00"W 16.81' 00, )T20.00 777 T 00' T _RMU. A-P.A.ET -oo' _15 & P.A.,, 7 P, 12, 1205 1202 1201 kd�! C 1167 66 1106 1103 1102 1101 1 1005 1004 1002 11001 (13 Z424 1,946 S.F.� 1,963 SA�,,462 S.Fc':,,' C, 2 R.D.&U.E. 1:1 b2,482 S.F. 2,004 S.F. �WO S.F.!12,521 S.Rka�i;: 2,530 SY. i 042 S.F.I. 3,003 S.F. b C) C)l F C) .&S.S.E. 20.it i fi i ii 0.00 2L 250' 30.00' 00' 20. 20.00 25.00 25.00 1 30.00' 6;0 0"ET391.13 N90'00'00"E 7' D.U.&S.S.E. 7' D.U.&S.S.E. L NOO*00'00"E 18.00' 13.87 25 LOT NUMBER D.E. DRAINAGE EASEMENT U.E. UTILITY EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT R.D.&U.E. REGULATED DRAINAGE & UTILITY EASEMENT D.U.&S.S.E. DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT B.L. BUILDING LINE I.E.E. INGRESS/ EGRESS EASEMENT C.A. COMMON AREA P.A.E. PATH ACCESS EASEMENT R.D.E. REGULATED DRAINAGE EASEMENT R/W RIGHT-OF-WAY S.F. SQUARE FEET T.P.E. TREE PRESERVATION EASEMENT B.M.P.E. BEST MANAGEMENT PRACTICES EASEMENT 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 UrZINVIC01AD/0 U1/A.Z)1MrZLMkJU_LZ LV1'JUVV11n_L-.L/,Z LAM. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. 0 DENOTES A 5/8" REBAR, WITH CAP MARKED "HWC ENGINEERING FIRM #0114", 30" LONG 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 25' R.D.E. orcl"WN-cm (PRIVATE ALLEY) 11 C_ 1 D.&U.E., P.A.E & I.E.E. 1 /A i NOOOOO'00"E 1.00' 33,019 S.F. L=39.2 7 N90'00'00-E 178.00' R=25-00 p 25' R.D.E. _,.,,-_N90*00'00"W 9.00' !iLv, E. FRY UE. ___a9.D_ C) C!'6 1301 - 1 C) I I q 1 1 04 25' R.D.E. -C:) C:) ® m 1901 2404 C)_ 2,670 S.F. _b C"i = C� _C) - n- - 2,670 S.F. C) po 89.00, 89.00' Uj89.00' 1302 103 j 190u m 2403 LO 1,780 S.F. 89.00 C14 9 1,780 S.F. - 89.00' 89.00' 1,780 S.F. Jii m C5 Fx 04 C> 1 . b V 180 C 2402 CN 1,780 S.F. 89.00 N 1,780 S.F. 89.00, % CC4 ' 89.00 110 ,780 S.F. %L 4 1 C5C:). d r 1304;TCO 101 6 2401 2.670 S.F. C I 2.670 S.F. 219004F , C*'1 I m w LO n ccs:, CD n 1401 89i..00' 2,670 S.F. C14 Lj 1402 1,780 S.F. -16 89.00' Luji LU _b 1403 C' Ix id 1,780 S.F. T 8900, c o:' CD CD 6 C) CRC6 , -c) 1404 2,670 S.F. C) C) N9000 WE 89.00' C111 Uj CD_ CD Uj 1501 2,670 S.F. ;d CXL 89.006' 1502 6 1,780 S.F. fir►F- 89.00, 1503 1'780 S.F. Uj N90'00'00"E 89.00' rn I m Uj C6 �i J U 1Z.4 0! A. 1504 (D 10fU- 3,658 S.F. C14 D 25. i. 04 I 41IM1615 - Uj Uj 1704 Uj -C�' r6 CD_ 6 CD - Ui I _C' Uj 25 C3 2304 44 AMBLESIDE SECTION 1A 'ZD 2,670 S.F. - C) C) n 2001 Z670 S.F. - tr) 01 89.00' o O) 89.00' 6 22 1,780 S.F. = � Cq C 2303 P.C. 6, SLIDE 213 INST® #2021092995 1,780 S.F 17003ILj 89.00' U C A'® :D N 89.00' 203 C L 2302 j 702 (A c89.002 1,8S.F. ® a ®N C 1,780 S.F. CS - C 89.00'C)M D) CC b171 q 2 c 2301 2,670 S.F. I- PO C2,670 S.F. C N90'00'00-E 89.00' 0 N90'00'00"E 89.00' m 2101 Lj C> 1 UjC:,l 2204 F-- Uj rri CD 1604 C) C14 2,670 S.F. 2,670 S.F. '01 89.00' 89.00' b 2102 0a "b 2203 U4 1603 V� Cn 1,780 S.F. C) 1,780 S.F.ci a 89.00' Cq 89.00' 2103 40 Uj 2202 1602 _CD 1,780 S.F. 1�4 C) 1,M S.F. C; N9900'00"E 89.00' C" N190*00'00"E 89.00' Uj :=; rri Lj _j . m� 40' R.D.E. 1601 - 10 6 - C! LO C) 2104 U _j 2201 C"i 3,656 S.F. d 3,652 S.F. C1,11 d m 10' B.L. 10' D.U.&S. . . 10' B. L. 89.00' f 10' D.U.&S.S.E. S89'58'53"W 253.16' (PUBLIC) b S89058'53"W q 00 st 55.12 C) 0 160,02' 4 L 00 Lj SEE SHEET 1 FOR CURVE TABLE SEE SHEET 5 FOR LAND DESCRIPTION CD CD -4" COMMON AREA "l B 239,415 S.F. C L rm J/.UU 89.00 4 N89"58 53"E 76.50'� Ck W o6 m C-4 C) 5 b DALWOOD DRIVE (PUBLIC) LO c' p C:) 06 S89*58'53"W 35.50' C14 88.71' �°26 43 R If 60. COMMON AREA 1A-4 N90'00'00-W 141.00' U-) CN W C. A. 1,1 A-1 29 I I I I I P�c-0 sit 2022037251 PLAT $45.00 07/27/2022 01:58:58P 5 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented I Illll I I IIII I !III IIIII IIIII IIIII_ IIIII hill IIIII IIIII III!! IIIII Illi Ills 00 L6 Ln Ln N 00 CD C) Co Ld Cn POINT OF COMMENCEMENT NE COR, NW 1/4 SEC. 21-T18N-R3E HARRISON FOUND o 2 49 48 7 ,S.F. M- Uj Ad vi Uj I m w mr C) C) C) N90*00'00"W 141.00' Lo C) C-4 (D U,J CD c' C cd 50 CD CD CD 47 N90*00'00"W 143.32' CD C) C, in - - 7,050 S.F. 6 LO w 0 " S00600 00 E­\ 143.32' N90*00'00"W 186.0 22.39' POINT OF C14 b C) .4, BEGINNING N90*0000N 141.00' 1 130.00 I 28.00 T 28.00 r (ni rl� ui A` w FOR CONTINUATION SEE SHEET 3 OF 5 tin 0""'EET:02 OF 5 m n 0 U) LC) 0 0 U W Q) Q) E E 4- 14- 0 L0 0 1 U N 0 C) _j Q) C) 0 Q) 0 0 E '4- 4- 0 E 0 z I E 0 N E 0 n 0 0 C� 0 %I THIS INSTRUMENT PREPARED BY: KRISTOPHER K. EICHHORN HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 280 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 DEVELOPED BY: HOFFMAN DEVELOPER, LLC 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 (317) 863-2057 AMBLESIDE SECTION 1E Grid North 0 25 50 1UU Scale: I " NNW SO' CDC:, C) m CD Z: 00 �N L 110 CN 0 cry C) T"n V) C) LJ w, � ® j 'b o, o � � C) CD C:j .p CD Uj ® Ujo i C060N AREA "T—1 C) C) LO Uj 239,415 S.F. o o 0 0 M �� / 00-- IL CD CD I LIJ 11 Lo Uj1 ..zd :i 30-21' RaE k. 'C' 6-- il it N85025'57"W 6.00' a+ m U-) IIT mm j1q - , TCU S Id HAMILTON COUNTY, CLAY TOWNSHIP FOR CONTINUATION SEE SHEET 2 OF 5 CL SECTION 21, TOWNSHIP 18 NORTH, RANGE 3 EAST) n Uj C17Y OF CARMf Z PZ-2021-0011 7 SD C,q ra- b C) < = :2 N90*00'00"W 143.32' CD 7,050 S.F. SOT00'00"E_N� 143.32' N9900'00V 186.0 22.39' N90*00'00"W 141.00' 06 130.00' 28.00' 28.00 Uj I r - (1i 8 U-1 V5 C, 2 Lq F. ki q C) CD 11,482 S.F. 51 p b I 1 11) 46 0� 'C' C) C) C) C) 00 7,050 S.F. 6,500 S.F. C) C:) U-) LO 00 C) I I CN = I I N90*00'00"W 130.00' N90*00'00"W 141.00' 52 C) 45 U; 7,050 S.F. I I w 6 1 u 6,500 S.F. < L C5 N90'OO'O0'V 130.00' N90*00'00"W 141.00' ®`"' 53 1 Im CD 44 C 7,050 S.F. C�' LO 6,500 S.F. m U N9900'00"W 130.00' N9900'00"W 141.00' Uj vi 54 L6 w Uj 6 ujp b q I Lq U3 I Uj Ckj ryi 43 7,050 S.F. ®� lC> C> LO 6,500 S.F. 6 o Lq C> Lq z C> UQ C)C14 Lc! C) N90*OO'00"W 141.00' N9900'00"W 130.00' 100,1 Y I I 30' R.D.&U.E. 30' R.D.&U.E. C) 27100', L N90*00'00"W 141.00' Uj N90*00'00'V 130,00' vi 55 vi Uj C) CD 42 old C 7,050 S.F. Lj CD LO Uj 6,500 S.F. CLOC3 Lq I Lr) C*4 N90*00'00"W 130.00' N90*00'00"W 141.00' -� i ( Uj 56 U) ab 41 7,050 S.F. C�' CD 6,500 S.F. CD 0C1 Ln N90*00'00"W 141.00' N90'00'00"W 130.00' N90*00'00"W 135.00 -T­F­ 00 57 I I C) Lq CD 40 Uj 6,750 S.F. C) U') 6,500 S.F. Lo �1 N90*00'00"W 130.00' N90*00'00"W 135.00' J (Q 0 C� g 39 6,750 S.F. LU CD 6,500 S.F. oL N90*00'00"W 130.00' N90*00'00"W 135.00' LU m � wUj R.D.E. & B.M.P.E. C) p5 CD f Lq 4 o 6 6,750 S.F. mq W cDp C r) 6,500 S.F. cC CL CD N90*00'00"W 130.00' N90'00'O0"W 135.00' 60 Cki L14 Uj Uj —1 1 Uj J8 :=; 37 0 _0% tv) C'V 0 ® LO 6,750 S.F. ® - 'n LC) LO q I 1 6 -(=) 6 8,450 S.F. LO .0 m 6 C" 6 LO C.0 C) CN 8' R.D.&U. co '-W 4) , 18I.E.E. N90*0 135.00' 'Cu T C61( N90*00'00"E 130.00' 30' R.D.E. 7-- (PRIVATE) 15' I.E.E. N90'OO'OO'V 135.00' @ m C) C) 61 b C=) C) 1 1 U-) Ui b NO 36 LO ®c CD 6,750 S.F. W (0 8,450 S.F. ED 6 C) Lo M C.) N90'00'O0nW 130.00' N90*00'00"W 135.00' -od I LL! 1W CD C� Uj 62 m M ULij Uj 30 C6) C) 6,750 S.F. e C LOUj - ® 6,500 S.F. o LO R.D.E. & B.M.P.E. LO 6 LO ®� CLq C) Lq C) C14 - A% CN N90'00'00"W 130.00' N90*00'00"W 135.00' m w� T SEE SHEET 1 FOR CURVE TABLE FOR CONTINUATION SEE SHEET 4 OF 5 SEE SHEET 5 FOR LAND DESCRIPTION w I 56' 2022037251 PLAT . 07/27/2022 01:58:58P 5$45PGS00 Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented 11111111111111111 1111l 11111 hill 11111 ill11111111I11.I_ 1111-1ILIA 11111111 25 LOT NUMBER D.E. DRAINAGE EASEMENT m I.I.E. UTILITY EASEMENT CD D.&U.E. DRAINAGE & UTILITY EASEMENT 9 R.D.&U.E. REGULATED DRAINAGE & UTILITY EASEMENT 0 11,517 S.F. _b D.U.&S.S.E. DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT q C) q C) L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT 00 00 B.L. BUILDING LINE I.E.E. INGRESS/ EGRESS EASEMENT C.A. COMMON AREA N90*00'00"E 144.17' P.A.E. PATH ACCESS EASEMENT R.D.E. REGULATED DRAINAGE EASEMENT R/W RIGHT-OF-WAY S.F. SQUARE FEET T.P.E. TREE PRESERVATION EASEMENT Uj 10 B.M.P.E. BEST MANAGEMENT PRACTICES EASEMENT cl vi ui 11,696 S.F. qC) q ".8 — SUBDIVISION MONUMENTATION 0- 0 00 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 -7 _j 7_5 !T—D&U.E. LATER THAN TWO (2) YEARS AFTER RECORDATION OF THIS PLAT. N90*00'00"E 144.61' SUBDIVISION MONUMENTS 15' R.D.&U.E. 00 DENOTES A 5/8" DIA. STEEL ROD 12" LONG WITH 1-1/2" DIA. O� Go TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. U 0 DENOTES A 5/8" REBAR, WITH CAP MARKED "HWC ENGINEERING FIRM 'b #0114", 30" LONG TO BE SET AT LOT CORNERS, INCLUDING C) 11,731 S.F. _b BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF LO 00 C) (N - LINES. 00 00 DENOTES 4"x4" CONCRETE MONUMENT SET VERTICALLY IN PLACE C) WITH AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF THE MONUMENT OR EXISTING R/W MARKER FOUND N90*00'00"E 145.04' 1 1 m 0- C5 C) Uj 12 _6 CD v! 00 V) 11,620 S.F. C) 00 4 o C14 N90*00'00"E 145.70' o CN Uj 13 'd _b 6 C) 6 11,655 S.F. C) 00 6 C) 00 A% N90*00'00"E 145.90, T Uj b 14o Ck 11,835 S.F. C1 Aq 00 C1 b 15' R.D.&U.E. N90*00'00"E 146.33' 15' R.D.&I.I.E. m C CD cli 15 C� 00 11,871 S.F. U4 co �:D C) N90'00'00"E 146.77' Uj 16 CD 11,758 S.F. C) 48 CD 00 00 SHEET 3 OF 0 U m 4- (D n 0 Q; 0 Ln 0 0 0 0 Q) Q Q) -0 Q) E 0 LO CD CN CD Q) n 0 Q) 0 E E E 0 n HOFFMAN DEVELOPER, LLC CARMEL/CLAY PLAN COMMISSIO 9757 VVESTPOINT DRIVE, SUITE 600 PRIMARY PLAT DOCKET NO. INDIANAPOLIS, INDIANA 46256 (317) 863-2057 PZ-202100013 DP & PZ-202100032 ADLS C-4 C� L= 16.07 R=21.03' C) R.D.E. & B.M.P.E. b C'! C) 04 C'4 b to C) 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 DENOTES A 5/9" [51T. STEEE ROU 17" 030, WITH 1-172' 151A. TAPERED BRASS CAP HAVING A CUT 'X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. 0 DENOTES A 5/8" REBAR, WITH CAP MARKED "HWC ENGINEERING FIRM #0114", 30" LONG TO BE SET AT LOT CORNERS, INCLUDING 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 5r;&A_ Xas �� �aP 2022037251 PLAT $45.00 7/1>7/2022 01:58:58P 5 PGS HAM Jennifer maden ILTON COUNTY, CLAY TOWNSHIP HAMILTON Couynty Recorder IN Recorded asPresented (SECTION 21, TOWNSHIP 18 NORTH, RANGE 3 EAST) Cl /T OF CA RMf Z PZ-202-1-00-1-175P FOR CONTINUATION SEE SHEET 3 OF 5 1 U! m 0 Uj TO V) Uj 1 6 8b Q:: C) Uj M p C) 62 Uj ar- q Uj 35 C6 6 in C:) - ck� 6,750 S.F. Ui 6,500 S.F. C:) LO LO Zo 1 R.D.E. & B.M.P.E. 6 C5 (n 0 Lq CN W N90*00'00"W 130.00' ^C, ui q vi as N90*00'00'W 135.00' C) Uj 00 63 CD 'b C. 34 CD CN -CN C) '7rZf% S.F. 6,500 S.F.' L WE 2 LO _b N.P. = 900.70 C) N90*00'00'V 130.00' M # # COMMON AREA "T-4" 239,415 S.F. A C) N90*00'00"W 135.00' b C) 64 10 Cl C� (C=: 1) 33 -CD M C:) C) 6,750 S.F. 6 Uil ccD:l U-) 6,500 S.F. _CD C) LO LO :$ LLjJ U Uj j N90*00'00"W 130.00' ® . I - N90'00'00"W 135.00' 64 Lo C5 I-Lo 6 I -U-) 6 Uj C14 F C*4 m 65 10-o 32 C LO 6,750 S.F. UO 6,500 S.F. b C) LO CL N90*00'00"W 130.00' N90*00'00"W 135.00' *, w C-D CD C) n 66��—�31 r-ri C:) q 6 -'-d Cs 6,750 S.F.U-) 6C:)U-) 6,500 S.F. LO N9900'00"W 130.00' N90*00'00"W 135.00' m 67 II C5 30 Uj Old 00 bo 10,096 S.F. L44 U� Cn C) p C) - co Uj 9,636 S.F. rll� -C:) r__ C) Uj ;z r- Uj r-, Uj C) 22 B.L. Lq La— LO Zia_ 22' B.L. 22' R.D.E. C, 6 6 22' R.D.E. R.D.E. & B.M.P.E. 422.50' k 1 10' D.&I.I.E. 135.00' 0 &U.E � "� C.' C> CD o6 3:: b ® C) 00 CN 00 C.0 65.00' 1 20.00f 65.00' 20' D.U.&S.S.E. L 20' n_. —I CD ® CD ® C) _CD _6 b q q aC) CD C� C _b5 (n re� N") to qCD w U 8,450 S.F. CC 28 8,450 S.F. b C> Uj C) C' C) b C:) C:) C6 I "D Lj C) Cn VI) 0� V) 6 Uj 10 15' R.D.E. 15' R.D.E. C14 N90'00'00"W 115.34' 1 LEGEND 180.3, 25 LOT NUMBER D.E. DRAINAGE EASEMENT U.E. UTILITY EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT R.D.&U.E. REGULATED DRAINAGE & UTILITY EASEMENT D.U.&S.S.E. DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT LO LAKE 1 L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT Ui N.= . P. 9002902.97 00 10 YEAR ELEV. B.L. BUILDING LINE 100 YEAR ELEV. = 905.45 I.E.E. INGRESS/ EGRESS EASEMENT w BOTTOM ELEV. = 890.20 C.A. COMMON AREA CTOP OF BANK ELEV. = 907.0 P.A.E. PATH ACCESS EASEMENT _b R.D.E. REGULATED DRAINAGE EASEMENT C) b R/W RIGHT-OF-WAY C) V) S.F. SQUARE FEET T.P.E. TREE PRESERVATION EASEMENT B.M.P.E. BEST MANAGEMENT PRACTICES EASEMENT SEE SHEET 1 FOR CURVE TABLE SEE SHEET 5 FOR LAND DESCRIPTION R.D.E. & B.M.P.E. COMMON AREA 96,684 R.D.E.'& B.M.P.E. 10' T.P.E. N90*00'00"%N 448.00' ON 65.00' 65.00' 1 20' D.U.&S.S.E. b o CD C) to 27 26 U-i 2 8,450 S.F. Pj 8,450 S.F. c:) p b C) C) 0 C) C) V) V) 15' R.D.E. 65.00' N90'00'00"E 227.93' N90'00'00"E 146.77' 16 11,758 S.F. ' - 00 ( ;3- 00 r, 1--� N9900'00"E 147.20' C'i 6 m 17 11,793 S.F. U-i r b 00 CD b Cp b C) Z: 19 N9900'00"E 147.62' Uj Ui C> vi 18 11,827 S.F. b V N90'00'00"E 148,05' m C111 19 12,010 S.F. O 00 4 C6 R l 0 71, Uj CD CD CD 00 Cn < 00 m a6 LU o Id LO C5 C-4 00 ja b C) 2: N90*00'00"E 137.47' 2 7.9 1 0% ��4LMMON AREA " 6) `S' 7 4721 IF '5Z:E�- %�'92A-R --_Z7E9�'26 �,, 7,472# JF S.S. 1 6 00-97, c) 32.93' 27.40'_ ®00' ---, N90*00'00N q 27 - 55' \ co'01 C) 6 q 23 00 12,255 S.F. R 36.1 04 O,4-39 5 W' —7 5. f ' -4 _'k 21.1�527.70 (0 C) "p 110 in 22 12,022 S.F. Cr R.D.E. & B.M.P.E. 4�, rl - Of ek 21 0a 9,148 S.F. uj /0' Hof ____ -101 "Zell *14'qgm,, KENMARE DRIVE (PUBLIC) LO pC) CD C CD 00 C) CN C) 65.00' 56.01' _20' D.U.&S.S.E. 707- —B.L. co Lo 25 24 9,182 S.F. 12,441 S.F. C:) C) 10' T.P.E. N89*12'53"E 741.79 $ lo' N89*12'53"E 89.53' 10' T.P.E. 10. SHEET 4 OF 5 41 10 .ate I THIS INSTRUMENT PREPARED BY: KRISTOPHER K. EICHHORN HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 DEVELOPED BY: HOFFAN DEVELOPER, LLC SOURCE OF i 9757 VVESTPOINT DRIVE, SUITE 600 CARMEL/CLAY PLAN COMMISSION INDIANAPOLIS, 3 f 46256 (317) 863-2057 PRIMARY PLAT DOCKET NO. P ADLS AMBLES1,DE1 SE-C,TION 1 B SECONDARY PLAT I offirm, under the pendties for perjury, that I hm token reamoble core to redol eloch socialrity number in the document, unilew mired by kor. Kristopher K. Ochhom SEE SHEET 1 FOR CURVE TABLE SEE SHEET 5 FOR LAND DESCRIPTION HAMILTON COUNTY, CLAY TOWNSHIP ',SECTION 21f TOWNSHIP 18 NORTH, RANGE 3 EAST) 017YOF04RMEL PZ-2021-00117SP 2022037251 PLAT $45.00 07/27/2022 01:58:58P 5 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented ;. OF S V1 THE f OF THE REAL ESTATE a� OWNER SHOWN AND DESCRIBED ON, DO HEREBY CERVY THAT AE HAVE LAID OFF, PLATTED AM SUBDMDED, AND DO, HEREBY LAY OFF, PLAT AND SUBMVIDE, SAID REAL ESTA7E'IN ACCORDANCE VWITH THE VATHIN PLAT. i&iil ha L i Z L II#TNESS BY SIGNATURE TI4S 7" DAY OF —ff21V aw ... STATE OF INDIANA } SS COUNTY G BETORE CIE, THE UNDERSIGNED, A NOTARY PUBLIC IN FOR S AID COUNTY AND STATE, PERS04ALLY APPEARED .,..........111mv• ,._ .,....— OF HOFFMM DEVELOPER, LLC, AND ACKNOVILEDGED THE EXECUTION OF THIS INSTRUMENT AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSE THERON EXPRESSED. IN MESS ICY SIGNATURE AND NOTARIAL SEAL THIS DAY OF - 2GI IGO 18 SIGNATURE — WfAY PUBLIC COUNTY OF RE .� bow PRINTED NIXIE NOTARY PUBLIC DIY COMMISSION EXPIRES m SHEET 5 OF 5