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HomeMy WebLinkAbout05110021 Secondary Plat Rcv. 3/14/2005 DOCS (See Recorded Plat)20061710012 A 11 Filed for Record in HAMILTON COUNTY INDIANA JENNIFER J HAYDEN 03-06-2006 At 11:09 am, PLAT "2 35, 00 IRON PIN FOUND N 8914'12* E 66.00' 0 0 0 co Cr) S 89*4()29_" _ Vv — 70.94' NORTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 36, T 18 N. R 3 E IRON PIN FD PER H,C.S.O. SECTION CORNER RECORDS iL R,1 50-()0• 0 Vi ZONED R-1 N 8914*12" E N 89*49'29h E — 95.93' VAR. PRIVATE STREET & D.U-E ZONED PUD BROWNS'FONL- HOMES at GUILFORD RESERVE SUBDIVISION SECTION 1 2.637 Ac. +/- PC 3 SLIDE 654 ZONED R-1 THIS SUBDIVISION IS SUBJECT TO COVENANTS & RESTRICTIONS RECORDED ON JAN. 24 2006 IN INSTRUMENT No. 2006-3098 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA BROWNSTONE HOMES at GUILFORD RESERVE SUBDIVISION SECTION 11 SECONDARY PLAT DOCKET Nos. 1511002 1 DULY�Nt��t ^rte }� �. Subject, to �ii� - �dbydP?rcb �, 200 6 Auditor orogmitton. Parcei# wunk SEE SHEET 2 FOR VISIM MP W "W UMM of R= M" M CM-19M ROAD DETAILS WX mm MU"70 FU Nm GH-42M & WC Him 29-W0719-1 LEG& DOM. M-SO MOM UPSMEM 100--YEM ELEVA7M - AS CARUM CP4M< ZONED R-1 DOOMW-Am 100-YEAR OXWDON P.O.B. LMTS OF FLOOD VMY M ONI-Irm 294.97 N 89*14`12" E . 43194' 431.9 •. • ......... .......... ............. ............... ...................................... ........... j;1&)4.0S . . ...... ............... . ..... ................ CAI`%10� Aft .............. ............... ...... . ... .......................................... * *.'.'.'. ":-* ' *. . * '.'. ... 1 *-*-^-*-*-'-'- . - ... - . - . . . - ... ---- *11*111, . . . . . . . . . . . . . . . . . . ............ ...... ........ Nl* ........ ................ ILAM)SCAPM ................. . ......... ............. ..................... ... ........................... .. ......... . ...... ....... 1111 cr 1111. . ..................................... . •............. ....... ...... ......... ........................... LANDSCAPMr AW-A .............. . ....... . ...................................... . ............. . .............. I .............................................. ........ .... . N -8T49'29` -.6 ....... ........ 00 .. ............ il*�-* �­ ....... ...... ........ ................................................. .....•. % .. ......... ................ ....... ....... Al ....... ..... ........... ...... ..... • .... ...... ........ .................................................................................................... ....... ................ ...... ... ...................................... ..... ;1 ...... . A REGULATED - DRAhA+ EASEMENT ......................... . . 03 a z . ...... ............ ...... 6 6 7 if) . V tA Uj 8. - - - - . ... . . ........ ............................ 34 ... ... .. ............................................................... ............ W r 3 1,429 *qA i � to 041 co- to 1.a sqft. I ............. IKE ......................... ..R . ............................................... ... ... .... ........ ...... ......... ................... ..... ............... ................... ... ... I . . . . . . . . . . . . . • . . . . . . . . . . . . . . . ***'*''* ... .... .... .. O 29* E 1�4 ............... N 69 49 29 E N 89*49 ........ ........................ 0 ........ 67 17' 55.67' ........ .... ... .... � . . . " .. rI-H ....... .. .............................. 0 ............. ........ ..... . qW 35 ....... ................. ................ ... ... .................. I ....... ..................................... 0 ...... 0 1,315 3: ..... ....... . ................ ................................................. C� vcik ..t W �,,s 1.6d .ft. '+ .... ....... ...... ... *.*.*.'.*.* ........................................... Pi . 2 ..... ....................... .... I ...................................... ...... 041 ........ ...................... ................. •I •.... .............................................................. > N 394929"E ....... ........ .......... .................. I ............... - ..................... -YL --# . ............................ ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ....................................................... ............ z .. ........ ...... ................. ..................................................... . to Lrnji '39' W . ....... ... 1,427 sqft. ........................ .. • * ... I .......... ................. S 781 X39' W E 6 1 > 7 36 Ch 0 6.67' ...... ....... ... ........ ..................... ........ ....... ............................ ....... !:�6'45 F- 43.31' ...... I .. ........ ............ ................... I ......... I .............. ....... N 89*49'29* E-55.6r— ................................................ A C ...... * .. ......... ..................................... 1111.. . ..... ............. ..... ... ...... ......... ....... ......... ....... ,qw- PR- ........................ I ....... ........ . ........................... 1910N. ........ ....... ti S 't. S&D ........ ........................ ........ ................ uMi V ....... P-1 155-96 ............... ... ............... . ....... ....... ....... .. ........ ............................. ---------- 1p� ",I, ............... . ...... 04� —I .,. *. .,. *. *. *. . .......... ........... ...... ox��t .1 ".. -,q* * . ..... I ..... * .......... ........................ ... I ....... 7 -A* S WASW ................ ....... 37 . . ........ ..... ..... ......................... ..................... *.* ......................... ...... ...... ........ ...... .......... ...... . ... ............. *. * ......................... ..... ....................................... .. ....... .'.. "..'.'.' 1•.`.'.'.'.'1'1'1'.'.'.'.'.'.'. . ........ ...... . . . . . . . . . . . . . .., - % *. *.,. *. * ....... ................. ...... E ..A ............. ............ . ...... ..... . ...... ...... . ................... .......... ...... .!?,p ........ ....... .................................... -78 .... .. ..... .......... * ............ R 83 (,1 38 WNW •.•.• . . ....... 0 VARIABLE. REGULAIM DRAW ............... ....... 0 . . .. ..... .. ..... .......... ....................... ...... 0 > 1.423 sci.% . .................... 0 ........................... ............. .................... ........ CL...... ......................... ............... .................. ... .. ....... ................. ....................... ......... ....... ..... ...... ...... .... 80 �jg ....... PRIVATE STREET'S ........ ..... .... 39 ........... ................................................ .... ...... .........• ;• ;• ;• ;• ;• ;• ;• ;• ;• ;• ;• ;• ;• ... ........ .. .... .. ........ . ...... TOTAL AREA NON ft. .......... .......... ........... .... > rri 19.828 S.F. ............................. .. .............. ............ ......... ...... ............. ...... '78 ... .*. 1. .... , * * , , , ..................... ..... ........ .... ..... .. ....... COMMON AREAS 40 .. .................. ................................ ........ .... ........ ................... ... ................... . L4 • S .... ... ... 71.382 S.F. 1781 oc� ft ....... . * ...... 0 1*11* ... .... I ..... I .. ...... I ............. ry 980 .............. ...... ......................... N31, " I r. .... ... ...... ..... ............................. Ir..... ........ ... ...... .... ......................... 0 W ............. • ......... ... ........................... PARKING AREAS • dk ..... .......... .. ................................ se ........ ............ ........ ................ • ZONED PUD ............ P-1 543 S.F. 0 0. ............... P-2 1054 S.F. .•. ............................... .... TOTAL 1.597 S.F. ...... N 89'44 ......... . . . . . . . . . . . . . . . . . . . P-2 . . . . . . . . . . . . . . . . . . . . . . . . <1 00 N 89'46'3- E ........................ . ................ ........ (P iA ....... 0 -.6 40. .44! . . . . . . . I . . 1 -19 0 ........ ................ 19 OD 9OWWWOSIOW TRACE ............... . 01 ...... ................. ....... PRIME S I RM I & D.U.E. z •...................... ....... ..... ..... ............... .... ..... . . .......... ... . ..'.'.'.x.....'.'15 &"TAM it i& ..E..M .. . . T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . ........ L~ #,TO ..... 6": ............. ...... . . ............. . . .............................. S 89*40'42" W 313.71 LEGAL DRAIN EASEMENT ZONED R•1 LEGEND SOURCE OF TITLE: D.U.E. Drainage & Utility Easement DAVID S. & LINDA B. KLAIN S.D.U.E. Sanitary,Drainage & Utility Easement Instrument No. 97-16118 & 2004-72144 VAR. Variable PR. Private ,iis plot is based in part on a Planned Unit Development Ordinance Brownstone Homes at Guilford Reserve, No. Z-448-04, dated June 9, 2005 its instrument prepared for the owner, Crawford Development, LLC 1386 Clay Spring Drive, Carmel, Indiana 46032 (317)580-9555 its instrument prepared by DeBoy Land Development Services, Inc. Michael L. DeBoy L.S. 50539 501 South 9th Street Noblesville, Indiana 46060 (317) 770-1801 IPREPARED BY: STAMPED BY: tittlillll�l� LAND DEVELOPMEAI SE VICES MW&"*V:ffNWrC--rS 'Su eyors 301 S. 9th Strs0tv Suite 104 Noblesville,, IN, 46060 Phone: 317.770.1601 Fax.- 317.770.1821 Toll Free: 1.800.801.8555 L 40 STFipF 0 NO. I S0539 STATE OF %,,,,, SUR ,,,,,�IIIIIIItt1 > >, BROWNSTONE HOMES at GUILFORD RESERVE SUBDIVISION SECTION 11 SECONDARY PLAT GRAPHIC SCALE 50 0 25 50 100 IN FEET I inch - 50 ft CLIENT NAME: Crawford Development, LLC 1386 Clay Spring Drive Carmel, Indiana 46032 (317)580-9555 © 2005 DeBoy Land Development Services, Inc. =;M= Or aL HAVW DAM W*&*ft1a% •abt 15, 2006 4,.5& 12 Pm DESIGNED: APPROVED:MLD DRAWN- CLH CHECKED BY: TLK SCALE- i"= 50' DATE: 12-01-05 PROJECT NO.: 2005-0()44 REVISED 02-06-06 1 OF3 W cr_ gn z Z ZI (n Cj 0 0 0 co Cr) S 89*4()29_" _ Vv — 70.94' NORTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 36, T 18 N. R 3 E IRON PIN FD PER H,C.S.O. SECTION CORNER RECORDS iL R,1 50-()0• 0 Vi ZONED R-1 N 8914*12" E N 89*49'29h E — 95.93' VAR. PRIVATE STREET & D.U-E ZONED PUD BROWNS'FONL- HOMES at GUILFORD RESERVE SUBDIVISION SECTION 1 2.637 Ac. +/- PC 3 SLIDE 654 ZONED R-1 THIS SUBDIVISION IS SUBJECT TO COVENANTS & RESTRICTIONS RECORDED ON JAN. 24 2006 IN INSTRUMENT No. 2006-3098 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA BROWNSTONE HOMES at GUILFORD RESERVE SUBDIVISION SECTION 11 SECONDARY PLAT DOCKET Nos. 1511002 1 DULY�Nt��t ^rte }� �. Subject, to �ii� - �dbydP?rcb �, 200 6 Auditor orogmitton. Parcei# wunk SEE SHEET 2 FOR VISIM MP W "W UMM of R= M" M CM-19M ROAD DETAILS WX mm MU"70 FU Nm GH-42M & WC Him 29-W0719-1 LEG& DOM. M-SO MOM UPSMEM 100--YEM ELEVA7M - AS CARUM CP4M< ZONED R-1 DOOMW-Am 100-YEAR OXWDON P.O.B. LMTS OF FLOOD VMY M ONI-Irm 294.97 N 89*14`12" E . 43194' 431.9 •. • ......... .......... ............. ............... ...................................... ........... j;1&)4.0S . . ...... ............... . ..... ................ CAI`%10� Aft .............. ............... ...... . ... .......................................... * *.'.'.'. ":-* ' *. . * '.'. ... 1 *-*-^-*-*-'-'- . - ... - . - . . . - ... ---- *11*111, . . . . . . . . . . . . . . . . . . ............ ...... ........ Nl* ........ ................ ILAM)SCAPM ................. . ......... ............. ..................... ... ........................... .. ......... . ...... ....... 1111 cr 1111. . ..................................... . •............. ....... ...... ......... ........................... LANDSCAPMr AW-A .............. . ....... . ...................................... . ............. . .............. I .............................................. ........ .... . N -8T49'29` -.6 ....... ........ 00 .. ............ il*�-* �­ ....... ...... ........ ................................................. .....•. % .. ......... ................ ....... ....... Al ....... ..... ........... ...... ..... • .... ...... ........ .................................................................................................... ....... ................ ...... ... ...................................... ..... ;1 ...... . A REGULATED - DRAhA+ EASEMENT ......................... . . 03 a z . ...... ............ ...... 6 6 7 if) . V tA Uj 8. - - - - . ... . . ........ ............................ 34 ... ... .. ............................................................... ............ W r 3 1,429 *qA i � to 041 co- to 1.a sqft. I ............. IKE ......................... ..R . ............................................... ... ... .... ........ ...... ......... ................... ..... ............... ................... ... ... I . . . . . . . . . . . . . • . . . . . . . . . . . . . . . ***'*''* ... .... .... .. O 29* E 1�4 ............... N 69 49 29 E N 89*49 ........ ........................ 0 ........ 67 17' 55.67' ........ .... ... .... � . . . " .. rI-H ....... .. .............................. 0 ............. ........ ..... . qW 35 ....... ................. ................ ... ... .................. I ....... ..................................... 0 ...... 0 1,315 3: ..... ....... . ................ ................................................. C� vcik ..t W �,,s 1.6d .ft. '+ .... ....... ...... ... *.*.*.'.*.* ........................................... Pi . 2 ..... ....................... .... I ...................................... ...... 041 ........ ...................... ................. •I •.... .............................................................. > N 394929"E ....... ........ .......... .................. I ............... - ..................... -YL --# . ............................ ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ....................................................... ............ z .. ........ ...... ................. ..................................................... . to Lrnji '39' W . ....... ... 1,427 sqft. ........................ .. • * ... I .......... ................. S 781 X39' W E 6 1 > 7 36 Ch 0 6.67' ...... ....... ... ........ ..................... ........ ....... ............................ ....... !:�6'45 F- 43.31' ...... I .. ........ ............ ................... I ......... I .............. ....... N 89*49'29* E-55.6r— ................................................ A C ...... * .. ......... ..................................... 1111.. . ..... ............. ..... ... ...... ......... ....... ......... ....... ,qw- PR- ........................ I ....... ........ . ........................... 1910N. ........ ....... ti S 't. S&D ........ ........................ ........ ................ uMi V ....... P-1 155-96 ............... ... ............... . ....... ....... ....... .. ........ ............................. ---------- 1p� ",I, ............... . ...... 04� —I .,. *. .,. *. *. *. . .......... ........... ...... ox��t .1 ".. -,q* * . ..... I ..... * .......... ........................ ... I ....... 7 -A* S WASW ................ ....... 37 . . ........ ..... ..... ......................... ..................... *.* ......................... ...... ...... ........ ...... .......... ...... . ... ............. *. * ......................... ..... ....................................... .. ....... .'.. "..'.'.' 1•.`.'.'.'.'1'1'1'.'.'.'.'.'.'. . ........ ...... . . . . . . . . . . . . . .., - % *. *.,. *. * ....... ................. ...... E ..A ............. ............ . ...... ..... . ...... ...... . ................... .......... ...... .!?,p ........ ....... .................................... -78 .... .. ..... .......... * ............ R 83 (,1 38 WNW •.•.• . . ....... 0 VARIABLE. REGULAIM DRAW ............... ....... 0 . . .. ..... .. ..... .......... ....................... ...... 0 > 1.423 sci.% . .................... 0 ........................... ............. .................... ........ CL...... ......................... ............... .................. ... .. ....... ................. ....................... ......... ....... ..... ...... ...... .... 80 �jg ....... PRIVATE STREET'S ........ ..... .... 39 ........... ................................................ .... ...... .........• ;• ;• ;• ;• ;• ;• ;• ;• ;• ;• ;• ;• ;• ... ........ .. .... .. ........ . ...... TOTAL AREA NON ft. .......... .......... ........... .... > rri 19.828 S.F. ............................. .. .............. ............ ......... ...... ............. ...... '78 ... .*. 1. .... , * * , , , ..................... ..... ........ .... ..... .. ....... COMMON AREAS 40 .. .................. ................................ ........ .... ........ ................... ... ................... . L4 • S .... ... ... 71.382 S.F. 1781 oc� ft ....... . * ...... 0 1*11* ... .... I ..... I .. ...... I ............. ry 980 .............. ...... ......................... N31, " I r. .... ... ...... ..... ............................. Ir..... ........ ... ...... .... ......................... 0 W ............. • ......... ... ........................... PARKING AREAS • dk ..... .......... .. ................................ se ........ ............ ........ ................ • ZONED PUD ............ P-1 543 S.F. 0 0. ............... P-2 1054 S.F. .•. ............................... .... TOTAL 1.597 S.F. ...... N 89'44 ......... . . . . . . . . . . . . . . . . . . . P-2 . . . . . . . . . . . . . . . . . . . . . . . . <1 00 N 89'46'3- E ........................ . ................ ........ (P iA ....... 0 -.6 40. .44! . . . . . . . I . . 1 -19 0 ........ ................ 19 OD 9OWWWOSIOW TRACE ............... . 01 ...... ................. ....... PRIME S I RM I & D.U.E. z •...................... ....... ..... ..... ............... .... ..... . . .......... ... . ..'.'.'.x.....'.'15 &"TAM it i& ..E..M .. . . T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . ........ L~ #,TO ..... 6": ............. ...... . . ............. . . .............................. S 89*40'42" W 313.71 LEGAL DRAIN EASEMENT ZONED R•1 LEGEND SOURCE OF TITLE: D.U.E. Drainage & Utility Easement DAVID S. & LINDA B. KLAIN S.D.U.E. Sanitary,Drainage & Utility Easement Instrument No. 97-16118 & 2004-72144 VAR. Variable PR. Private ,iis plot is based in part on a Planned Unit Development Ordinance Brownstone Homes at Guilford Reserve, No. Z-448-04, dated June 9, 2005 its instrument prepared for the owner, Crawford Development, LLC 1386 Clay Spring Drive, Carmel, Indiana 46032 (317)580-9555 its instrument prepared by DeBoy Land Development Services, Inc. Michael L. DeBoy L.S. 50539 501 South 9th Street Noblesville, Indiana 46060 (317) 770-1801 IPREPARED BY: STAMPED BY: tittlillll�l� LAND DEVELOPMEAI SE VICES MW&"*V:ffNWrC--rS 'Su eyors 301 S. 9th Strs0tv Suite 104 Noblesville,, IN, 46060 Phone: 317.770.1601 Fax.- 317.770.1821 Toll Free: 1.800.801.8555 L 40 STFipF 0 NO. I S0539 STATE OF %,,,,, SUR ,,,,,�IIIIIIItt1 > >, BROWNSTONE HOMES at GUILFORD RESERVE SUBDIVISION SECTION 11 SECONDARY PLAT GRAPHIC SCALE 50 0 25 50 100 IN FEET I inch - 50 ft CLIENT NAME: Crawford Development, LLC 1386 Clay Spring Drive Carmel, Indiana 46032 (317)580-9555 © 2005 DeBoy Land Development Services, Inc. =;M= Or aL HAVW DAM W*&*ft1a% •abt 15, 2006 4,.5& 12 Pm DESIGNED: APPROVED:MLD DRAWN- CLH CHECKED BY: TLK SCALE- i"= 50' DATE: 12-01-05 PROJECT NO.: 2005-0()44 REVISED 02-06-06 1 OF3 w+be�e ooa aow - &Pom to HpnM - O*~ o e\PAtYrrNpnA ooe- a044W\O q ora 2005- aoa..s.o PWTtM V" CLAUDC L HAM" DAM Ir" r.myt rwu y M Zoog k lR os PY 201au+" 0012311 Filed HAMILTON Record in BROWNSTONE HOMES at HAMILTOh1 CDUh1TY► INDIANA JEhahiIFER J t 11:1 GUILFORD RESERVE SUBDIVISION +�3— +}b- 2fl +Jfr At 11: +fig a�. - PLAT 35.00 SECTION TWO SECTION 11 PLAN COMMISSION: LEGAL DESCRIPTION SECONDARY PLAT Under authority provided by chapter 174, Acts of 1947,...enacted by the General Assembly A part of the Southwest Quarter of Section 36, Township 18 North, Range 3 East, of of the State of Indiana, and all acts amendatory thereto,.:'. :and an Ordinances adopted by the the Second Principal Meridian, in Clay Township, Hamilton County, Indiana, more particularly �� 001- Common Council of the City of Carmel, Indiana, this plat was given approval by the City described as follows: of Carmel, Indiana, as follows: Commencing at a point 66.0 feet West and 475.0 feet South of the Northwest Corner Granted administrative approval by the Department of Community Services pursuant to Article of the East Half of the Southwest Quarter of said section being the Northwest Corner XI of the C rmel / Clay Plan Commission's Rules of Procedure on of Brownstone Homes at Guilford Reserve Subdivision Section 1 a subdivision in Hamilton County, Indiana, the plat of which is recorded as Instrument No. 200500040070 in P.C. 63, Slide 654 in the Office of the Recorder of said County, thence on and along the North Line of said subdivision North 89 degrees 14 minutes 12 seconds East (Platted Bearing) a distance of 294.97 feet to the POINT OF BEGINNING; thence North 89 degrees 14 minutes 12 seconds East a distance 431.94 feet; thence South 00 degrees 12 minutes 17 seconds East a distance 302.00 feet; thence South 89 degrees 40 minutes 42 seconds West a By; distance 313.71 feet to the Southeast Corner of said Section 1; thence on and along the Michael H li augh, DqSe East line of said Section 1 the following five (5) courses: 1) North 00 degrees 19 minutes Departmen of Com 18 seconds West a distance 58.50 feet; 2) North 11 degrees 46 minutes 19 seconds West Carmel, Indiana „ a distance of 98.54 feet; 3) North 44 degrees 27 minutes 04 seconds West a distance 50.48 feet; 4) North 70 degrees 00 minutes 04 seconds West a distance of 67.30 feet; and 5) North 00 degrees 10 minutes 31 seconds West a distance 83.99 feet to the Point of Beginning. Containing 2.495 acres more or less. All public right of ways (public streets) shown hereon and not heretofore dedicated are hereby dedicated to the public for use as a public street. 1. EASEMENT OF DRAINAGE AND UTILI,nES: The lot is subject to drainage easements and utility easements either separately or in conjunction, as shown on the plat, which are reserved for the use of public /private utility companies and governmental agencies as follows: A. DRAINAGE EASEMENTS (D.E.) are created to provide paths and course for area and local storm drainage, either overland or in underground conduit, to serve the needs of the subdivision and adjoining ground and /or public drainage system; and it shall be the individual responsibility of the lot owner to maintain the drainage across his own lot. Under no circumstances shall said easement be blocked in any manner by the construction or reconstruction of any improvements, nor shall any grading restrict the water flow in any manner. Said areas are subject to construction or reconstruction to any extent necessary to obtain adequate drainage at any time by any governmental authority over drainage of the subdivision. B. SANITARY EASEMENTS (S.E.) & UTILITY EASEMENTS (U.E.) are created for the use of public utility companies, not including transportation companies, for the installation of pipes, mains, ducts, and cables. C. The owners in this addition shall take title subject to the rights of public /private utilities and governmental agencies to said easements herein granted for ingress and egress in, along and through the strips of ground for the purposed herein stated. This subdivision shall be designated as Brownstone Homes at Guilford Reserve, Section Two containing Lots 32 -40, inclusive. The undersigned, Crawford Development, LLC, by Robert P. Barbato, its managing partner, being the owner of record of the real estate shown and described hereon, does hereby certify that by the recordation of this instrument, said real estate is hereby laid off, platted and subdivided in accordance with the within plat. Registered Land Surveyor's Certificate – I, Michael L. DeBoy, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana: I further certify to the best of my knowledge, information and belief that this plat is based upon Brownstone Homes at Guilford Reserve Subdivision as per plat thereof, recorded as Instrument No. 2005000040070, P.C. 3, Slide 654, and all monuments shown thereon actually exist or will be set, and that the requirements specified in the subdivision ordinance of the City of Carmel have been met. Michael L. DeBoy Registration No. S0539 State of Indiana This plat is based in part on a Planned Unit Development Ordinance Brownstone Homes at Guilford Reserve, No. Z- 448 -04, dated June 9, 2005 This instrument prepared for the owner, Crawford Development, LLC 1386 Clay Spring Drive, Carmel, Indiana 46032 (317)580 -9555 This instrument prepared by DeBoy Land Development Services, Inc. Michael L. DeBoy L.S. S0539 501 South 9th Street Noblesville, Indiana 46060 (317) 770 -1801 Crawford Development, LLC by Robert P. Barbato, its managing partner, State of Indiana SS: County of Hamilton Before me, the undersigned Notary Public in and for said County and State personally appeared Crawford Development, LLC by Robert P. Barbato, its managing partner, who acknowledged the execution of the foregoing instrument as his voluntary act and deed for the purposes therein expressed. Witness my hand and Notorial Seal is? #day of Ab!-2006y _. � l Notary Publi My Commission Expires: 6 24 2-- 21 My County of Residence is: David S. Klain, owner State of Indiana SS: County of Hamilton Before me, the undersigned Notary Public in and for said County and State personally appeared David S. Klain, owner, Linda B. Klain, owner who acknowledged the execution of the foregoing instrument as their voluntary act and deed for the purposes therein expressed. Witness my hand and Notorial Seal this day of , 2005. Notary Public: My Commission Expires: —. My County of Residence is: PREPARED BY: J .- ♦ LI.UVD DEVELOPMENTS VICES Designc�� �::y::rs "Su eyors 301 S. 9th Street, Suite 100, Nob/esvlUe, IN, 48060 Phone: To'- �' 8W 801. 317.770.1821 STAMPED BY: GIs P� -i = S0539 _ STATE OF !,Vol /►K� �� ,,,qNo SuR .,���� °''�� �uipgj 1111�a� mm� BROWNSTONE HOMES at GUILFORD RESERVE SUBDIVISION SECTION 11 CLIENT NAME: Crawford Development, LLC 1386 Clay Spring Drive Carmel, Indiana 46032 (317)580 -9555 O 2005 DeBoy Land Development Services, Inc. DESIGNED: APPROVED'. MW ORAWN: LH CHECKED Y: SCALE: Na DATE: 12 -01 -05 PROJECT 200Er-0044 2-1 REVISED 02 -1506 OF 3 SECONDARY PLAT F", oi.6.e..�°°a-0o" — bv"Aa. Ha... — ao. tore .+ �n.,lwRrcv�p�u+aalzooe- oo++rw.� NOTIFD � � � �,� "W-191 1v% FdX%9" 1% 2006 *MOO PM