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HomeMy WebLinkAboutSecondary Plat_Recorded 10-28-22N I n 0 U) N O O N O N / 0 U c / a._ a U a L Q) 0- 0 a- E 0 J a 0 E 0 J / E z a� LL_ E 0_ a� E i= 0 N N O N r_ O U O 0 0 THIS INSTRUMENT PREPARED BY: STEVEN W. REEVES HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 DEVELOPED BY: LAMB PROPERTY DEVELOPER, LLC 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 PHONE (317) 863-2057 DOCKET NUMBERS PZ-2020-00155 Z PZ-2021-00073 PP PZ-2021-00074 SP ALBANY VILLAGE PUD/PLANNED UNIT DEVELOPMENT, ORDINANCE Z-666-21 SOURCE OF TITLE: Instr. No. 2021006553 DULY ENTERED FOR TAXATION Subject to final acce ta.nce for transfer 2 y day of & o b ev 20 �- -IN 7*A-i4Audiinr of Hamilton County Parcel # Curve Table Curve # Length Radius Chord Length Chord Bearing Delta C-1 159.70' 205.00' 155.69' N69'33'03"E 44'37'59" C-2 99.75' 200.00' 98.72' N14'27'47"E 28'34'45" C-3 171.68' 110.00' 154.78' S44'53'18"W 89'25'28" C-4 150.99' 178.00' 146,50' N65'41'59"E 48'36'02" C-5 127.24' 150.00' 123.46' N65'41'59"E 48'36'02" C-6 103.48' 122.00' 100.41' N65'41'59"E 48'36'02" C-7 31.42' 20.00' 28.28' S86'23'58"W 90'00'00" C-8 31.42' 20.00' 28.28' S03'36'02"E 90'00'00" C-9 221.70' 53.00' 91.95' N78'26'11"W 239*40'19" C-10 49.99' 48.00' 47.76' N11'33'49"E 59'40'19" C-11 58.90' 75.00' 57.40' N18'53'58"E 45'00'00" C-12 31.42' 20.00' 28.28' N86'23'58"E 90'00'00" C-13 27.77' 20.00' 25.59' N08'49'18"W 79'33'27" C-14 96.17' 178.00' 95.01' S15'28'43"W 30'57'25" C-15 108.38' 150.00' 106.04' S20'41'59"W 41'23'58" C-16 88.15' 122.00' 86.25' S20'41'59"W 41'23'58" C-17 221.70' 53.00' 91.95' S60'09'51 "E 239*40' 19" C-18 49.99' 48.00' 47.76' N29'50'09"E 59*40'19" C-19 58.90' 75.00' 57.40' N22'30'00"E 45'00'00" C-20 151.20' 178.00' 146.69' S65'44'00"W 48'40'04" C-21 127.41' 150.00' 123.62' S65'44'00"W 48'40'04" C-22 103.63' 122.00' 100.54' S65'44'00"W 48'40'04" C-23 31.42' 20.00' 28.28' N44'55'58"W 90'00'00" C-24 31.42' 20.00' 28.28' S45'04'02"W 90'00'00" ALBANY VILLAGE SECONDARY PLAT HAMILTON COUNTY, CLAY TOWNSHIP (SECTION 20, TOWNSHIP 18 NORTH, RANGE 3 EAST) CITY OFCARMEL Site Map SCALE: 1 "=150' ?" SLf P 9- 311S 2022052348 PLAT $50.00 20/28/2022 03:12:28P 6 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded as Presented IIII I I IIII II111111111111111111111111111111111IIIIIII111111III Grid North 0 75' 150' 300' Scale: 1" = 150' w Z Cr 0 m W W 146TH ST W 146TH ST a � J z o J Y Qof r w p w Z Z = J J c m J WININGS LN w 0 w co w N LU Z U W w Q FOff N PERCIVAL DR o z ¢ m = [A a J Vicinity Map Not to Scale Grid North ARCHITECTURAL STANDARDS APPLY TO THIS DEVELOPMENT, PER PUD ORDINANCE Z-666-21 FIFTY (50) PERCENT OF THE LOTS SHALL REQUIRE A DWELLING WHICH INCLUDES A SIDE -LOAD GARAGE. A MINIMUM OF FIVE (5) OF THE LOTS ALONG THE EAST PERIMETER OF THE REAL ESTATE SOUTH OF THE STREET CONNECTION TO TALLYNS RIDGE SHALL INCLUDE A SIDE -LOAD GARAGE. DEVELOPMENT STANDARDS -ALBANY VILLAGE PUD AREA "A" LOTS 24-59 MIN. LOT WIDTH AT BUILDING LINE 80' z MIN. LOT WIDTH AT R/W LINE 50' 0 MIN. FRONT YARD SETBACK 25' > MIN. REAR SETBACK 20' 0 LO MIN. SIDE SETBACK 5' Z) 00 MIN. LOT AREA 10,800 SF w 0 MAX. LOT COVERAGE 60% o MAX. BUILDING HEIGHT 35' m oN MIN. GROUND FLOOR AREA PER DWELLING: Y) o ONE STORY 2,000 SF } Z TWO STORY 1,200 SF ~ J Z AREA "B" LOTS 1A-23 B MIN. LOT WIDTH AT BUILDING LINE 42' MIN. LOT WIDTH AT R/W LINE 30' MIN. FRONT YARD SETBACK 20' MIN. REAR SETBACK 20' MIN. SIDE SETBACK 5' MIN. LOT AREA 4,500 SF MAX. LOT COVERAGE 70% MAX. BUILDING HEIGHT 35' MIN. GROUND FLOOR AREA PER DWELLING: ONE STORY 1,350 SF THIS DEVELOPMENT WILL PROVIDE SINGLE FAMILY DWELLINGS AND TWO-FAMILY DWELLINGS REFER TO ALBANY VILLAGE CONSTRUCTION PLANS ASSOCIATED WITH DOCKET #PZ-2021-00074 SP FOR THE ENTIRE EXTENT OF THE OVERFLOW PATH WITHIN THIS DEVELOPMENT. LOTS IN THIS SECTION = 82 ACREAGE IN THIS SECTION = 36.649 AC. SEE SHEET 6 FOR LAND DESCRIPTION SHEET 1 OF 6 V) a� a) W U) 51 m N I g a- 0 >l (D J tT a N O 0 N O N 0 0 c a� a> 0 a 0 Q 0 d- 0 0 0 N I 0 N O N a� Q 0 a� a) 0 a� a 0 d- a J / 0 z a� i� Q a� i= 0 d- N N 0 N 0 U 0 N a 0 0 a - THIS INSTRUMENT PREPARED BY: LEGEND STEVEN W.REEVES HWC ENGINEERING 25 LOT NUMBER 135 NORTH PENNSYLVANIA STREET, SUITE 2800 D.E. DRAINAGE EASEMENT INDIANAPOLIS, IN 46204 U.E. UTILITY EASEMENT PHONE: (317) 347-3663 D.&U.E. DRAINAGE & UTILITY EASEMENT D.U.&S.S.E. DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT DEVELOPED BY: L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT LAMB PROPERTY DEVELOPER, LLC B.L. BUILDING LINE 9757 VVESTPOINT DRIVE, SUITE 600 R.D.E. REGULATED DRAINAGE EASEMENT INDIANAPOLIS, INDIANA 46256 C.A. COMMON AREA PHONE (317) 863-2057 T.P.E. TREE PRESERVATION EASEMENT S.V.E. SIGHT VISIBILITY EASEMENT P.A.E. PATH ACCESS EASEMENT R/W RIGHT-OF-WAY S.F. SQUARE FEET BMP BEST MANAGEMENT PRACTICES DRAINAGE EASEMENT EMERGENCY OVERFLOW PATH POINT OF COMMENCEMENT 15482 ADDRESS NW COR, NW 1 /4 POINT OF SEC. 20-T18N-R3E BEGINNING HARRISON MONUMENT N89'36'02"E 513.36' r') -* o SUBDIVISION MONUMENTATION MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE SET IN PLACE AFTER THE RECORDATION OF THIS PLAT. AN AFFIDAVIT, ALBANY VILLAGE CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTER THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED NO SECONDARY PLAT LATER THAN TWO YEARS AFTER RECORDATION OF THIS PLAT. SUBDIVISIOO N MONUMENTS • ✓L ILJl J/V ✓- JI LLL I-- LVI YYI I II I-1/L ✓Ill. HAM I LTON COUNTY, CLAY TOWNSHIP Grid North TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. (SECTION 20, TOWNSHIP 18 NORTH, RANGE 3 EAST) O DENOTES A 5WITH CAP MARKED "HWC ENGINEERING FIRM LONG #0114", 30" LONGG TO TO BE AT LOT CORNERS, INCLUDING C/TYOFCARMEL 0 25 50 100 BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF Scale: 1 50' 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 NE CORNER OLD 146TH STREET NW 1 /4 NW 1 /4 NORTH LINE, NW 1/4 N89'36'02"E 811.71' SEC. 20-T18N-R3E 3 S00'00 00 E X. N / 26.54 59. aq �o HAMILTON CO. INDIANA N � `" 275.62' 196.07' INST. NO. 2018037540 0 z � °O 25' L.M.A.E. a R=16.00' ' 615.43 L=10.14/ 25' L.M.A.E. 0 N89'31 43" E 124kr).14 rn N89.36'02"E X _ _ _ R=14.00' /`/T- 27.47' - - - - - - - - - - - - - F" 15' DUKE ENERGY EASEMENT INST. #2019051633 c- - - - - - - - - - - - �W N00'04'58"E� I ��'� Nso oo'oo"E 104.00' / S39' 19' 10"W Q L=171.68� / 25' L.M.A.E. I �e`� / Ae;T6 46.74 .29'�' ��� 9.24 R=110.00 0 10B �o 6 N90'00 0"E 56.15' / / SA8�60 �� �� R=447.20'�,/ / Z / 5,936 SF 41 MFPG = 912.9 .JFo / o I 10A 01 o o m 1 T 4' O`l/ S 7,804 SF AR' b � 6,984 SF ? D JP�/ $9� MFPG = 913.3 o I MFPG = 912.9 6,T cv o � z `T60 N C14 b / 6,566 SF /`To I I �y �r v �_� Ste. MFPG = 913.3 / 01,F w / 9B �o •: � 5,687 SF 000. / o - SF o �8• MFPG = 913.2 o Q� �o / N o MFPG = 912.2 OJT �`�/� r / ti , 9A ��00, o °ti oJ�S' 5,460 SF '� / o / BLOCK „1" w C. A. A �`8 5,460 SF o S MFPG = 913.2 F N I ( D.U. 171,7 EASEMENT �, �6p2 MFPG = 912.2 ��Q� �0 8�60?1 / ��9/ 145D,&U4ESF L=256.50' / o J/ o F R=298.21' Cq o 'Too o�� ,ti° 13A '�O �J�'/ / / / � o ��. 560SF o• �/ S6 SA6 5,460 SF o I 6 o MFPG 912.7 h o/ z 'so 0� MFPG = 911.5 '1'��y ° `1. F a 6,780 SF�OoO' °ti° J��`?S 5,4606SF '�ooO / / / / / / I o 0 MFPG = 911.5 �J`�' p� boo sr8�s0 MFPG 912.7 / �° / / Q� / / I o 14A 2F ,� / �� j / / N 5 460 SF S A9�60 MFPG = 912.2 .00' / o o L=16.38' 76 , R=32.48'�/ 5, / �360 6,760 SF \ / o° 14B�F / /�� A / / S89.55'S "E 289.97' pp / 2 MFPG = 911.5 \ ��` 5,460 SF ��TO S40'52 47 W I ' ��. SA MFPG = 912.2 'oo / o / 44.05'� / °1 54.28 82.00 81.00 90.00 2 / 41 . 5,460 SF�O00' O�J pp �`�60 . / o`� / /Ohl' - - 15' D_&U.E_ - - - - - -15' D.&U_E. - - 6�6 MFPG = 911.5 ti° 9° o F F / ° w ^� p ° �`L 15A , J / L=19.75' / �o fly ��' 5,460 SF `T000 o j R=32.24'�� o MFPG = 912.3 / O _60 _CD 66 00 t p oo L=13.40' o 0 0 5,460 SIF ° 156 F // o 0 0 / GOB MFPG = 912.1 p / K' S� 5,460 SF ��O / R=80.64' N �• Q 8 -,MFPG = 912.3'00 / o o I o 6A �o �J. •9, 0. �° / // 59 N 58 N 57 N 56 5,460 SF .00 0 / W 11,351 SF 11,480 SF 11,340 SF 12,600 SF �Q' `��p� MFPG = 912.1 `ti° o`ti' \ >> '��o / / L=120.55' / / CN MFPG = 915.3 Z MFPG = 916.2 Z MFPG = 917.2 Z MFPG = 918.2 O %K , C`7 �00. / p / R=145.82' o `� h�/ ti ��o , `�°/ . 31.42 OGS, ��o z A� 5B O p sr / l �� 25' B.L. 25' B.L. / ��62 O5.�''9 O�SSF -20' D.&U.E. - - - 20' D.&U.E. .85.0082.00' 81.00' 90.00,0MFPG 912.1 CiQ F CF A0. 5160 S - MFPG = 912.1 `ti° o`b' 60? �00, '9� / ti4� o F / L=74.03' // 1 00 000``/ ��O o0� �° ` �� 5,460 SF '`Too , �lrs�� S R=191.02' / / / S89'55'58"E DANEHILL LANE ss9 ss'ss"E N .1h / tit 48 oo, o sue. MFPG = 912.1 0 ass�o� �% / 168.60' 0 178.00' b B�6 5,460 SF o° `� lin F o / `T� �60 8' S41'23'58"W / / �ti1 % o MFPG = 911.5 ��. 0�° °9 e �F / o co N 166 F `� 28.37'� / -.15 21 s o� F 4A 'moo J� / ��o o��� 5,460 SF 'Too °/ / �� R�0.60 120.00 c` �� o S MFPG = 912.1 ' O o O h`O / 1 �� �� G 130.00' �s. \ 6,760 SF 00' O' O O A9 O ` st �kK I o \MFPG = 911.5 �o ��o ti° �60'�`'/ ��.���1 � 1.42 �,56�25' \ .F �60 \ �• <L�° 17A F 1`�`�j��o°o '�06' 1 a a 25' D. B.L. S.S.E. �1 I 25' 25'D.U&B.L. 5,460 SF `�000• //Qe o`�' ,1 / / 41 C.A. E I I MFPG = 912.1 / p° �� oti� S39 49 01 W / o 6 6 O� �' D.U&S.S.E. `w tire. ui 3B \ \o `��� o° 5`� 17B�F �, %� � 69.61' / �,�`` ti°��N90.00'00"E 78.92' 38 m � C 55 �6. 6 760 SF �� �� 5,460 SF `TO �� L=21.98' i .�`L 14,058 SF �, 15,033 SF o� MFIS00 G = 911.8 oo`� sRo� MFPG = 912.1 OO" ho o ��` / BLOCK "2" R=198.19'� ti �'� I MFPG = 916.4 I N MFPG = 917.2 1� 4�/ 60 � 3A .0 o O o ?° 249,177 SF 5,460 SIF 0' 10 ��� ACV, 00 18A F ,� D.U., S.S., &BMP EASEMENT oJ� MFPG = 911.8 �' �O`o• �)l• Q,• S 5,460 SF 400 / / �. I N90.00'00"N 140.00' N90.00'00"E 150.00' / MFPG = 911.6 / np° / �J/ I o� I I SEE SHEET 1 FOR CURVE TABLE ^^ FOR CONTINUATION SEE SHEET 3 OF 6 SEE SHEET 6 FOR LAND DESCRIPTION SHEET 2 OF 6 I r� Q J a_ 0 a 0 J U) 0 N 0 0 N 0 N 0 Q / C a U) 0 N Q O li a J 0 0 N I 0 N 0 N i O 0 L 0- 0 n 0 J 0 z a� i� N N 0 N r` 0 U 0 a 0 0 Ml THIS INSTRUMENT PREPARED BY: STEVEN W. REEVES HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 e°`s�ioE3fB ALBANY VILLAGE SECONDARY PLAT DEVELOPED BY: Griti North HAMILTON COUNTY, CLAY TOWNSHIP LAMB PROPERTY DEVELOPER, LLC SECTION 20, TOWNSHIP 18 NORTH RANGE 3 EAST 9757 WESTPOINT DRIVE, SUITE 600 0 25 50 100 INDIANAPOLIS, INDIANA 46256 C17YOFCARMEL PHONE (317) 863-2057 Scale: 1" = 50' FOR CONTINUATION SEE SHEET 2 OF 6 SA J°p a o ��i "o�, 249,177 SF 60 SF p do ��� ��541 00 18A �� ��/ D.U., S.S., & BMP EASEMENT = 911.8 5,460 SF Epp+ / o / ,P�• MFPG = 911.6 O XX L=53.65'-F37 00 18B J� / R=161.82' "�`0 11,642 SF 6,760 SF �o o� o ^ ^ MFPG = 916.2 \MFPG = 911.E '00+ / o / / / ^� / L=94.65' 0�F s\ / L=43.39' R=113.25' / / / N90'OO'OO"E 139.04' 19A \ °00+ 10 o° R=73.25' I Sp 6,760 SF 's L=22.31' / 6 B�6,o2MFPG = 911.8 R=28.53' u, J U-)I Voi. / m36 P� ate. JAY`' 5,460 SF ��p / R=106.00' / / CD o 11,196 SF d/ S�� MFPG = 911.8 '00 / moo / / / / to N N MFPG = 916.4 46 • `� L=27.59' 00 0�F / R=512449.15' -'� � 56' R/w I 5 4600ASF �O-N90�00"W 113.76' N90'00'00"E 140.00' SA . '00+ / o h L=11.54' �F p 9� MFPG = 912.9 0 1 / `ti 6 &. R=53 38' SUBDIVISION MONUMENTATION MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE SET IN PLACE AFTER THE RECORDATION OF THIS PLAT. AN AFFIDAVIT, 25 CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTER D.E. THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED NO U.E. LATER THAN TWO (2) YEARS AFTER RECORDATION OF THIS PLAT. D.&U.E. D.U.. SUBDIVISION MONUMENTS .E. L.M.A.E. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH R.D.E. THE FINISH STREET SURFACE. C.A. O DENOTES A 5/8" REBAR, WITH CAP MARKED "HWC ENGINEERING FIRM T.P.E. #0114", 30" LONG TO BE SET AT LOT CORNERS, INCLUDING S.V.E. BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF P.A.E. LINES. RAW S.F. 8 DENOTES 4"x4" CONCRETE MONUMENT SET VERTICALLY IN PLACE BMP WITH AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF THE MONUMENT OR EXISTING R/W MARKER FOUND. I 1 82 I N90'00'00"W 140.00' fN W co � �N o� 206 F ��, ,o w N o J�� 5.460 SF �`�qo o�J / �h� / L=18.39' I I u op `S'�. MFPG = 912.9 0" �h / 00 o'`R/ R=67.55' 24 m o - 35 0 SRs� s60�F�/ '19FIo '600 o L=52.58LnI CiMFPG = Cq N 21A R_1735.33 O50000 MFPG913.E / AW L_ - - 6 216 ?F ���1/// 00 15' D.&U.E. 15' D.&U.E. 5,460 SF /s0 �`�'/ �� �� � N9900'001N 140.00' N90'00'00"E 140.00' MFPG = 913.6 ' o+ O ��0/0�00 15' -D.&U.-E. - - - - IW - - - - - 15' D- .&U.E. 0L=87.14' R=154.79Ir IV opp o oI o NoNr� 013.4 �CR 25 I 00 ,600F 0 12,600 SF oM oMFPG91 N C' L=54.41' MFPG = 916.0 I Z � o R=1452.41' o I I o N90'00'00"W 140.00' N9900'00"E 140.00' z O WI d of Z w d A Li ui / m � 33 0 J O N 13,�00 SF N I 0 11,200 SF I 6 o w0 MFPG = 916.4 ? ON N MFPG = 916.4 I �I o Y N90'00'00"W 190.00' 1 LLJ � N90'OO'OO*E 140.00' W � o L=286.00' // 00 b , o 0 0 Z R=1269.03"V /� 27 / 4�' ' 00 00 32 I C) o O � wl 13,900 SF / 0 11,200 SF 00 MFPG = 916.9 / N MFPG = 916.8 oI �� I N90'00'00 W 143.49' / ii'`O �' N90'00'00"E 140.00' » � I . 000� v � vWi U BLOCK 2 I �o �� - / / / 249,177 SF I O D.U., S.S., & BMP EASEMENT rn m' o h Ln o o ``' C.I 28 � h N 31 1 0 0 / 04 00 11,448 SF ` 4 ~' 11,486 SF I Co O° o ;u I MFPG = 917.2 \ a MFPG = 917.2 / o / C) s a O CD / =1 I N90'00'00"W 140.45' v M w 5 N90'00'00" E 140.00' L=8.26' R=39.00' I N7742'34"E LL; 19.88' L=2.72' R=19.00' S88 20'01 "E rn S85'50' 11 "E o 62.23' N85'57'21 "E 74.21' L=6.03' 49.91' L=6.08' L=34.95' R=21.00' R=61.00' R=36.00' #20 4015 9 _ 12' PA.E - - '� M - -� 10, T.P.E. - SEE SHEET 1 FOR CURVE TABLE SEE SHEET 6 FOR LAND DESCRIPTION 2900 23,012 SF00 MFPG = 917.5 193.00' 10' T.P.E. S89'36'47"W 1325.57' W I= 0 22,8002 SF MFPG = 917.5 R.D. E. -IN ST. 20 i4016099 - - - - - 193.00' - -10 T P.E. 29.90' 39 11;00SF MFPG = 917.2 N90'00'00"W 140.00' 11,200 SF MFPG = 918.2 N90'00'00"W 140.00' 41 11;00SF MFPG = 919.5 N90'00'00"W 140.00' 11,2000 SF MFPG = 920.0 N90'00'00"W 140.00' 11,2000 SF MFPG = 920.3 N9900'00"W 140.00' 11, 400 SF MFPG = 920.1 N90'00'00'W 140.00' 11,2200 SF MFPG = 919.6 N90'00'00"W 140.00' JI 0 L I 00 N IW 0 o o IN Co m 46 -U-) 1 15,777 SF I CC-4 MFPG = 919.3 Q 04 �a o a, 0 o co Ln of LLJ LJ J 0 V) mi 56' JR/W 140.00' 10' T.P.E. -1 28.00' I 28.00' LEGEND LOT NUMBER DRAINAGE EASEMENT UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT LANDSCAPE MAINTENANCE ACCESS EASEMENT BUILDING LINE REGULATED DRAINAGE EASEMENT COMMON AREA TREE PRESERVATION EASEMENT SIGHT VISIBILITY EASEMENT PATH ACCESS EASEMENT RIGHT-OF-WAY SQUARE FEET BEST MANAGEMENT PRACTICES DRAINAGE EASEMENT EMERGENCY OVERFLOW PATH ADDRESS I N90'00'00"E 150.00' I� 0 54 N 12,000 SF I I CD 00 MFPG = 917.2 I IW N90'00'00"E 150.00' W I I- O 53 0 00 0 12,000 SF I 100 N MFPG = 918.2 N90'00'00"E 150.00' 1 o o m 52 I M I o 00 N 12,OW SF I CO p MFPG = 919.5 w o I I o O N90'00'00"E 150.00' N I I 0 O 51 1 0 100 0 Co12,000 SF N MFPG = 920.0 I� N90'00'00"E 150.00' W I \ I= o o J m 50 IM I_ Z Co ;o 12.000 SFCi z MFPG = 920.3 J I� Q � Io w N90'00'00"E 150.00' w o �s 4s I I I I o ao 0 12,000 SF 100 N MFPG = 920.1 N90'00'00"E 150.00' I I J I m I N 48 000 12,000 SF 100 MFPG = 919.6 o w Ict: N9900'00"E 150.00' 1 M l o I Lq N 1 0 16,77070 SF OR 00 MFPG = 919.3 I o Lo R.D.E. INST 12014015099 10' T.P.E.. SE CORNER NW 1/4 NW 1/4 SHEET 3 OF 6 SEC. 20-T18N-R3ER3E V v W m I 0 0 J 3 a� a N O 0 N O N 0 Q 0 / v 0 v 0 Q 0 a_ a J O O N I O N O N v a 0 v v 0 L v Q 0 0 J a� a z v i� 0- O N 6 E 0 a� a 0 0 THIS INSTRUMENT PREPARED BY:� STEVEN W. REEVES HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 DEVELOPED BY: LAMB PROPERTY DEVELOPER, LLC 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 PHONE (317) 863-2057 SUBDIVISION MONUMENTATION ALBANY VILLAGE SECONDARY PLAT HAMILTON COUNTY, CLAY TOWNSHIP (SECTION 20, TOWNSHIP 18 NORTH, RANGE 3 EAST) CITY OFCARMEL Grid North 0 25 50 100 Scale: 1" = SO' L=94.65' MFPG = 912.9 o`ti > >s\ / L=43.39' R=113.25' R=73.25' 4., 1 B o°" �° oo G�J� 00� s�8� " Mac s11: \ �o.� / L=22.31' us, 5,460 SF sp G R=28.53' p? MFPG = 913.6 °i oo 1�• 19B �F / L=13.07' / JN ��. 5,60 SF / �'AB� • 5, 60 SFs'00 ti�°� oo �j`Z�P ti�OJ s,�� MFPG = 911.8 °o R=106.00' / MFPG = 913.6 p`L 6p L=27.59 / 60 �F` / R=512449.15' -� 5,460SFOp / /--N90-0'000"W MFPG = 912.9 ° / o° �`' / L=11.54' rQ R=53.38' 0`�° . C.A. A �1 ��. J��. 5,460 SF �30 �J/ h°/�QQ h� L=18.39' D.U. & BMP EASEMENT �° sA�� MFPG = 912.9 °°" �h°� °O o`R�/ ?�i� °��° R=67.55' 24 L=52.58' I 12,192 SF MFPG - 915.7 21A �� / / R=1735.33'-\/ // 00 5,460 SF �Op, '0 °F 4$' , 4, ,� �o 4 MFPG = 913.6 PI - - 5 p2 Q //�C� 1 a, `- - - - 4 21 B F / �/ 41 "Q' 00 15' D.&U.E. 5,460 SF ��p °tyJ�/ �`'Qq, -0-06 N90'00'00 W 140. MFPG = 913.6 °o �h / oo W LOT NUMBER N90'00'00"E I o O �60 , �ti / L=87.14'°� ti° 0 15' D.&U.E. DRAINAGE EASEMENT to 89.28' ��� ti �F R=1564.79'� ��P ��' ` o UTILITY EASEMENT `n 22A / / o DRAINAGE & UTILITY EASEMENT a �po� o e s�� 5,482 SF `�°op, / o / Z N / MFPG = 913.4 0 / � I 25 DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT 1817 30•p4 w sb�, / o LANDSCAPE MAINTENANCE ACCESS EASEMENT �' rF, `-I / 226 ` W 12,600 SF BUILDING LINE N a o° I "' z 20 g. - cO �� • oh s� 5,777 SF �s2� / / L=54.41' / / I MFPG = 916.0 REGULATED DRAINAGE EASEMENT b ck� ��h �� %ti' ��602 MFPG = 913.4 s' /o / R=1452.41'� Cs COMMON AREA o w F / (z z Z N90'00'00"W 140.00' O TREE PRESERVATION EASEMENT I o ^� 23A ��� ���/ / / / M SIGHT VISIBILITY EASEMENT m � I ��os�B 6,247 SF PATH ACCESS EASEMENT I s� MFPG = 912.3LIJ RIGHT-OF-WAY I 23B°�F SQUARE FEET 6,925 SF 'sp / / O<v 26 v� BEST MANAGEMENT PRACTICES DRAINAGE EASEMENT I sA� MFPG = 912.3 °o / a / �0' 13,200 SF W EMERGENCY OVERFLOW PATH 0O a �6p�1 �`ti� / / �� / MFPG = 916.4 W ADDRESS wJ�/ O 0 z I " I C.A. NDM o N90'00'00"W 190.00' Z I D.U.&S.S.E. -J o I N89' 4'40"W w o 39.09 ' z 0�0� / L=286.00' O S89'54'40"E 148.99' / R=1269.03"V // o I 27 U o wI 13,900 SF _`�L=44.65' / MFPG = 916.9 / O R=56.00' / o w N9900'00"W 143.49' M I I \ \ / N44' 13'41 "W / BLOCK " 2" 120.20' L=53.21' /� 249,177 SF I o J D.U., S.S., & BMP EASEMENT rn m _ ^ CDI 11,448 SF \ In MFPG = 917.2 \ J \ \ o N I L=26.24` / z N90 '0000 W 140.45' V O R=56.00' L=8.26' 45' HALF R/W &� ,�p`L o�� 1 ( R=39.00' W / sS12'34'23"E N77'42'34"EJI 29 .5419.88' L=2.72' 23,012 SFk 1 " R=19.00' S88'20'01 "E rn o MFPG = 917.5 N88'57'13"E S85'50 11 E " 74.21' / Z \ ��� / ` 15.57' 62.23' N85'57 21 E / Lu W I �a �QeoS`'/ 1 L=6.03' 49.91' L=6.08' L=34.95' SW CORNER / o G Doti R=21.00' R=61.00' R=36.00' NW 1 /4, NW 1 /4I D.E. INST. #20 4015 9 .�_ 12' P.A.E SEC. 20-T18N-R3E I R=44.00-_-- - - M------_ SEE SHEET 1 FOR CURVE TABLE _ _ _ - - _ _ _ _ 45.00' 183,94' 518.65' � -� 10' T.P.E. 193.00' SHEET 4 0 F 6 SEE SHEET 6 FOR LAND DESCRIPTION SOUTH LINE, NW 1/ 4 NW 1/ 4 S89'36'47"W 1325.57' 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 5/8" 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, WITH CAP MARKED "HWC ENGINEERING FIRM #011411, 30" LONG TO BE SET AT LOT CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF LINES. 8 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 D.E. U.E. D.&U.E. D.U.&S.S.E L.M.A.E. B.L. R.D.E. C.A. T.P.E. S.V.E. P.A.E. R/W S.F. BMP 15482 LEGEND 45' HALF FOR CONTINUATION SEE SHEET 5 OF 6 ti o N �8sso 5,460 SF �s \ 6,7 8BSFG = 92.9 °M 911.6 2A 5,460 SF tip° °o / ti° \ \ S0 \ m z. 0 0 3 ai U) 0 N 0 O N 0 N 0 Q U c N Q) 0 1-11 a� a 0 T L a� Q 0 ch 0 J 0 0 N I 0 N 0 N a� a 0 a� a) 0 N a 0 m 0 J / 0 z CV N 0 N 0 U 0 a� a 0 THIS INSTRUMENT PREPARED BY: STEVEN W.REEVES HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 DEVELOPED BY: LAMB PROPERTY DEVELOPER, LLC 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 PHONE (317) 863-2057 ALBANY VILLAGE SECONDARY PLAT HAMILTON COUNTY, CLAY TOWNSHIP (SECTION 20, TOWNSHIP 18 NORTH, RANGE 3 EAST) CITY OFCARMEL 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 I THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED NO I LATER THAN TWO (2) YEARS AFTER RECORDATION OF THIS PLAT. SUBDIVISION MONUMENTS DENOTES A 5/8" DIA. STEEL ROD 12" LONG WITH 1-112" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. O O DENOTES A 5/8" REBAR, WITH CAP MARKED "HWC ENGINEERING FIRM #0114", 30" LONG TO BE SET AT LOT CORNERS, INCLUDING LLJ BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF Of LINES. N N 8 DENOTES 4"x4" CONCRETE MONUMENT SET VERTICALLY IN PLACE po = p WITH AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF THE MONUMENT OR EXISTING R/W MARKER FOUND d 0 Z LEGEND o 25 LOT NUMBER D.E. DRAINAGE EASEMENT U.E. UTILITY EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT I I D.U.&S.S.E. DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT L=99.75, I I B.L. BUILDING LINE R=200.00' I I R.D.E. REGULATED DRAINAGE EASEMENT C-2 C.A. COMMON AREA T.P.E. TREE PRESERVATION EASEMENT S.V.E. SIGHT VISIBILITY EASEMENT P.A.E. PATH ACCESS EASEMENT HAMILTON CO. INDIANA •.`�A-:, R/W RIGHT-OF-WAY INST. NO. 2018037540 S.F. SQUARE FEET BMP BEST MANAGEMENT PRACTICES DRAINAGE EASEMENT ��• / IN EMERGENCY OVERFLOW PATH A- C��) 15482 ADDRESS OJ / O L=159.70' R=205.00' .1 C-1 N6 / ty S89'53'48"E �'j 10.87' M LO o I CN ti \ Lu »A» C.A. \ N 63 F �h% ti��. 3B 6 760 SF D.U. & BMP EASEMENT 01, MffiG = 911.8 CD Of L / z W �S / 3A °oo, Y ti A8. 5,460 SF w �s MFPG = 911.8 O' O -00 5,460 SF �,y9 o° ? MFPG = 912.9 2A ,goo 5,460 SF o o° o° °� MFPG = 912.9 o 5,460 SF MFPG = 913.6 ti 1 A /d, 5,460 SF o' / -oo Gj Grid North 0 25 50 100 Scale: 1" = 50' FOR CONTINUATION SEE SHEET 2 OF 6 C.A. "A" 171,772 SF D.U. & BMP EASEMENT FOR CONTINUATION SEE SHEET 4 OF 6 5,481 MFPG \V,/VV JI MFPG = 911.5 000 0� 5,1 MFP( 5,460 SF MFPG = 912.1 L=13.07' R=106.00' I =97 Sq' a ISEE SHEET 1 FOR CURVE TABLE SEE SHEET 6 FOR LAND DESCRIPTION SHEET 5 OF 6 CD I 0 0 0 J 3 0 N 0 0 N 0 N a Q 0 / c 0 a� E 0 0 a 0 l 0 J L a 0 n 0 J 0 z 0 E N a� E 0 a N N O N 0 U N 6 0 THIS INSTRUMENT PREPARED BY: pc,& STEVEN W.REEVES HWC ENGINEERING 135 NORTH PENNSYLVANIA STREET, SUITE 2800 INDIANAPOLIS, IN 46204 PHONE: (317) 347-3663 DEVELOPED BY: LAMB PROPERTY DEVELOPER, LLC 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 PHONE (317) 863-2057 LAND DESCRIPTION suX-3'8 ALBANY VILLAGE SECONDARY PLAT HAM IJON COUNTY, CLAY TOWNSHIP (SECTION 20, TOWNSHIP 18 NORTH, RANGE 3 EAST) CITY OFCARMEL CERTIFICATE OF PLAN COMMISSION: Part of the Northwest Quarter of Section 20, Township 18 North, Range 3 East, of the Second Principal Meridian, Clay UNDER AUTHORITY PROVIDED BY INDIANA CODE 36-7-4-710, AND ENACTED BY THE GENERAL ASSEMBLY Township, Hamilton County, Indiana, based upon an ALTA/NSPS Land Title Survey prepared by James D. Hall, OF THE STATE OF INDIANA, AND ALL ACTS AMENDATORY OR SUPPLEMENTARY THERETO, AND AN Professional Surveyor Number 20500017, Terra Site Development Job Number 2004006, dated January 13, 2021, more ORDINANCE ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA. THIS PLAT WAS particularly described as follows: GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS; Beginning at the Northeast corner of a tract of real estate conveyed to Hamilton County, Indiana, as described in Instrument Number 2018037540, said point being along the North line of said Quarter section, North 89 degrees 36 minutes 02 seconds East, 513.36 feet, from the Northwest corner of said Northwest Quarter, marked by a Harrison monument; thence continue along said North line, North 89 degrees 36 minutes 02 seconds East 811.71 feet to the Northeast corner of said Quarter -Quarter section, also being the Northwest corner of Tallyn's Ridge subdivision as per plat thereof recorded in Instrument Number 2016048354; thence along the west line of said subdivision and east line of said quarter -quarter, South 00 degrees 04 minutes 02 seconds West, 1314.83 feet to a capped rebar at the Southeast corner of said quarter -quarter (said point also being the Southwest corner of said Tallyn's Ridge subdivision and the Northeast corner of Albany Place Section 2 as per plat thereof recorded as Instrument Number 2018050330 in said Recorders office); thence along the South line of said quarter -quarter section(and north line of said Albany Place Section 2 and the North line of Haskell property described in Instrument Number 9427730), South 89 degrees 36 minutes 47 seconds West, 1325.57 feet to a point on the West line of said Northwest Quarter; Also being Southwest corner of said quarter -quarter section thence along said West line, North 00 degrees, 05 minutes 20 seconds East, 789.55 feet to the Southwest corner of said Hamilton County property, thence along the Eastern boundary thereof the following nine (9) courses: 1) South 89 degrees 53 minutes 48 seconds East, 10.87 feet, 2) North 68 degrees 36 minutes 20 seconds East, 67.78 feet to a point of curvature of a non -tangent curve to the left, having a radius of 205.00 feet and subtended by a long chord having a bearing of North 69 degrees 33 minutes 03 seconds East, 155.69 feet; 3) thence along said curve an arc distance of 159.70 feet; 4) North 33 degrees 39 minutes 10 seconds East, 65.23 feet to a point of curvature of a curve to the left having a radius of 200.00 feet and subtended by a long chord having a bearing of North 14 degrees 27 minutes 47 seconds East, 98.72 feet; 5) thence along said curve an arc distance of 99.75 feet; 6) North 00 degrees 10 minutes 32 seconds East, 144.07 feet to a point of a tangent curve to the right, having a radius of 110.00 feet and subtended by a long chord of North 44 degrees 53 minutes 18 seconds East, 154.78 feet, 7) thence along said curve an arc distance of 171.68 feet; 8) North 89 degrees 31 minutes 43 seconds East, 124.14 feet; 9) North 00 degrees 23 minutes 13 seconds West, 44.84 feet to the Point of Beginning, containing 36.649 acres more or less. THIS SUBDIVISION CONSISTS OF 82 LOTS NUMBERED 1A-23B, 24-59 (ALL INCLUSIVE) TOGETHER WITH FIVE (5) COMMON AREAS LABELED C.A. "A", C.A. "B", C.A. "C", C.A. "D", AND C.A. "E", AND TWO (2) BLOCKS LABELED BLOCK "1" AND BLOCK "2", STREETS, EASEMENTS AND PUBLIC WAYS AS SHOWN ON THE WITHIN PLAT. THE SIZE OF THE LOTS AND WIDTH OF STREETS ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. REGISTERED LAND SURVEYOR'S CERTIFICATE: I Steven W. Reeves, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana: There has been no change from the matters of survey revealed by the cross-referenced survey, or any prior subdivision plats contained therein, on any lines that are common with the new subdivision. GRANTED ADMINISTRATIVE APPROVAL BY THE DEPARTMENT OF COMMUNITY SERVICES PURSUANT TO AR CLE XI QF THE CARMEL/ CLAY PLAN COMMISSION'S RULES OF PROCEDURE ON IN MICHAEL I HOLLIBAUGH, DEPARTfNT OF COMMUl' 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 MEETIV _ _ /_ /) HELD _14L191o"b7J- JAMES BRAINARD. MAYOR MARY-ANIIBURKE, MEMBER V� --- SUE WOLFGANG, C K THE DEED OF DEDICATION: WE THE UNDERSIGNED, LAMB PROPERTY DEVELOPER, LLC, AN INDIANA LIMITED UABIUTY COMPANY, BEING THE OWNER 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 ALBANY VILLAGE, 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 ESTAT� IS SUBJECT TO A CERTAIN DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF ALBANY VILLAGE DATED _�ZS�Z©Z RECORDED AS INSTRUMENT NUMBER _LaZ�i4�� __, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, AS THE SAME MAY BE AMENDED OR SUPPLEMENTED. TITLE TO LOTS 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7A, 7B, 8A, 8B, 9A, 9B, 10A, 10B, 11A, 11B, 12A, 12B, 13A, 13B, 14A, 14B, 15A, 15B, 16A, 16B, 17A, 17B, 18A, 18B, 19A, 19B, 20A, 208, 21A, 21B, 22A, 22B, 23A AND 23B (ALL INCLUSIVE) IS FURTHER SUBJECT TO CERTAIN SUPPLEMENTAL COVENANTS, CONDITIONS AND RESTRICTIONS FOR ALBANY VILLAGE VILLAS, DATED _2n22� 5Z� RECORDED AS INSTRUMENT NUMBER _��> IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, AS THE SAME MAY BE AMENDED OR SUPPL MEWTED. 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, AND IF APPLICABLE, SUPPLEMENTAL DECLARATION. WITNESS BY SIGNATURE THIS _(_ DAY OF 2022. OWNER/DEVELOPER: LAMB PROPERTY DEVELOPER, LLC 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 PHONE (317) 863-2057 SIGNATURE: !� 6 _ PRINTED NAME: ! 014 07-1,,fy ��•�Q-1 TITLE: That this plat correctly represents a survey completed by James D. Hall, Professional Surveyor Number 20500017, Terra Site Development Job Number 2004006, dated January 13, 2021 and recorded on March 18, 2022 as Instrument No. 2022014068 in the Office of the Recorder of Hamilton County, Indiana. 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. \\\\\\\\\\\\\\\\IIIIIIIIIIII//////////////j// . WE Steven W. Reeves _` � No. Professional Surveyor #20400005 = LS204D0005 October 7, 2022 STATE of //'V �rO 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. Steven W. Reeves BEFORE THE DEVELOPER TRANSFERS CONTROL OF THE OWNERS' ASSOCIATION UNDER THE DECLARATION OF COVENANTS TO THE PROPERTY OWNERS, INCLUDING CONTROL OF A BOARD OF DIRECTORS OR OTHER MEANS OF REPRESENTATION, THE DEVELOPER SHALL ARRANGE FOR AN INSPECTION OF ALL IMPROVEMENTS NOT LOCATED ON A PLATTED LOT FOR WHICH THE OWNERS' ASSOCIATION HAS MAINTENANCE RESPONSIBILITY (A "COMMON AREA IMPROVEMENT"), INCLUDING STREET TREES. SEE SHEET 1 FOR CURVE TABLE SEE SHEET 6 FOR LAND DESCRIPTION SHEET 6 OF 6