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HomeMy WebLinkAboutBPW 06-15-16-05 Parks and Recreation Impact FeesRESOLUTION NO. BPW 06-15-16-05 A RESOLUTION REQUESTING THE FINANCING, CONSTRUCTION, AND DEDICATION OF CERTAIN INFRASTRUCTURE OR OTHER IMPACT ZONE IMPROVEMENTS IN LIEU OF AND AS A CREDIT AGAINST THE PAYMENT OF PARKS AND RECREATION IMPACT FEES ("PRIF") AND APPROVING A PRIF CREDIT AGREEMENT WHEREAS, Indiana Code 36-7-4-1335 permits the application of a credit against the payment of. impact fees for persons who construct or provide certain infrastructure or other improvements of a type for which a unit imposes an impact fee in an impact zone; and, WHEREAS, City of Carmel Zoning Ordinance 29.07.05 permits the City of Carmel Board of Public Works and Safety ("Board") to request that any person otherwise required to pay PRIF to instead finance, construct, and dedicate certain infrastructure or improvements in the Parks and Recreation Infrastructure Impact Zone ("Impact Zone") located in Clay Township, Indiana and over which the Cityof Carmel, Indiana ("City") exercises planning and zoning jurisdiction; and, WHEREAS, City of Carmel Zoning Ordinance 29.07.05 also permits the Board to determine the amount of PRIF credit any person requested to finance, construct, and dedicate certain infrastructure or improvements in the Impact Zone in lieu of PRIF payment shall receive, and to memorialize this determination in a credit agreement ("Credit Agreement"); and, WHEREAS, the Board now desires to request that M/I Homes of Indiana, an Indiana limited partnership ("M/I Homes"), finance, construct, and dedicate to the City, no later than two (2) years from the date on which this Resolution is approved by the Board (the "End Date"), those certain infrastructure or improvements set forth on attached Exhibit A, the same being incorporated herein by this reference, in exchange for a PRIF credit the Board has determined should be in the amount of exactly Twenty Four Thousand Nine Hundred Thirty Five Dollars ($24,935.00); and, WHEREAS, M/I Homes shall execute and return to the Board, by and through the Carmel City Attorney, the Credit Agreement set forth on attached Exhibit B, the same being incorporated herein by this reference, prior to the issuance of the improvement location fee for that certain improvement identified on attached Exhibit C, the same being incorporated herein by this reference; and, WHEREAS, PRIF in the amount of $24,935.00 is due and owing by M/I Homes to the City by virtue of that certain improvement identified on attached Exhibit C (the "Targeted PRIF"); and, WHEREAS, M/I Homes' obligation to pay the Targeted PRIF to the City shall be held in abeyance until the earlier of the acceptance by the Board, in its sole discretion, of the infrastructure or improvements- set forth on attached Exhibit A ("Board Acceptance") or the End Date. Upon Board Acceptance, the City shall promptly enter the credit identified herein against M/I Homes Targeted PRIF obligations. If Board Acceptance does not occur by the End Date, no credit shall be entered against the Targeted PRIF and the same shall thereafter become immediately due and owing to the City. BPW Resolution No. Page One of Two Pages 1 of 2 fcbmswoedx:luscrs4amurre3!vipixL mVocil�microsoRlwindowsVnnporaryimcma fi1mk—=1.out1wM61z793kgNPHf in Iicu of aV—Ran- bonbar ai mbnnniakeiloc:fyr8/161'; "' :. NOW., THEREFORE BE IT RESOLVED: by the Board of.Public Works and Safety of the City, of'Carmel, 1ndian6,.z s follows, 1. The.f6regoing Recitals are incorporated herein by thisreferehce., 2, The ;Board: her6by -requests; that M/1 140fhes finance, Construct.. and 'dedicate to: the City those certain infrastructure or..imprpvernents- set forth on attached txhibit.-&-in exchange for-a-PRIF.credit of exactly $24,'91'5.0.0, ppr$upit:to the tepp_sand conditions;5etforth ,hereinabove. 5, The'Bo4rd'herciby,4pproVes the Credit Agreement in the forni as set forth in attached Exhibit B. 4.That, -Midhael."Hollibaugb ,on behalf. of the City and the Board, is hereby auihorizbd, nd,ditecW, to take. such: actions. As are: ldwftd,, necessa'ry, and t effectuate' transaction. ­ approved ovdd. b.Y,* this proper o e :Resolution., SO RESOLVED. Approved .and adopted this_ day of ►A CARMEL BOARD OF, PUBLTC, WORKS AND SAFETY BY; Jarnes Bra'lnatd,, p"rosiding Officer Date." luke :Date: Lori S.(Wats PC, merhber. Date, /r S— j3p* kt"so'iqioii No. PagePa 0 1 of Two Pages I LI: VVEIHE ENGINEERS Land Surveying I Civil Engineering Landscape Architecture Build with confidence'.. December 4, 2015 City of Carmel One Civic Square Carmel, IN 46032 RE: Bonbar at Monon Lake Weihe Job # 130101 To whom it may concern: On behalf of our client, WI Homes of Indiana, LP, please accept the following Engineer's Cost Estimate for the stone path at Bonbar at Morton Lake. Description Quantity Units Unit Price Subtotal Stone Path 154 TONS $29.25 $4,505 Mowing and Tree Trimming along path 1 EA $10,750.00 $10,750 Path Grading and Earthwork 1 EA $4,200.00 $4,200 Dock* 1 EA $5,480.00 $5,480 Total: $24,935 If you have any questions about this estimate, please contact me at sharrerd@weihe.net. *Note: The design of the proposed dock is not within the scope of services of Weihe Engineers. The estimate for the construction of the dock was prepared by Jackson Deck and DesignAt is included for reference in this estimate but is not a part of the estimate certified by Weihe Engineers, Inc. 10505 North College Avenue I Indianapolis, IN 46280 1 www.weihe.net 1 (317) 846-6611 1 (800) 452-6408 1 Fax: (317) 843-0546 Allan H. Weihe, P.E., L.S., - Founder EXHIBIT `,1U1u,e1rry P. S' ST��< Duane A. Sharrer No. Professional Engineer '* 890258 No. PE890258 STATE OF *Note: The design of the proposed dock is not within the scope of services of Weihe Engineers. The estimate for the construction of the dock was prepared by Jackson Deck and DesignAt is included for reference in this estimate but is not a part of the estimate certified by Weihe Engineers, Inc. 10505 North College Avenue I Indianapolis, IN 46280 1 www.weihe.net 1 (317) 846-6611 1 (800) 452-6408 1 Fax: (317) 843-0546 Allan H. Weihe, P.E., L.S., - Founder EXHIBIT PRIF CREDIT AGREEMENT COMES NOW M/1 Homes 'of Indiana,. L.P., an -Indiana limited partnership CMA Homes"), by its undersigned. duty. authorized :agen . tiand: . states as follows: M/1. Hokies hereby: agrees, to, finance; design, construct and. dedicate to the, City of "arniof,, C .Indiana, by and through 'fts'8oardof Public Wbr-ks..and Safety; those certain items or:�publicm 'the same;being incorporated herein by this. reference, .in .improvements sdtPorth,'in attaclied ExhibitA, .exchange for a Parks :and Recreation Impact Tee ("PRIFI) credit not ,to :exceed $24,935 as defined in ,Exhibit A. M/T.Homes. shall. deposit the entire credited amount of'PRIF into a non-interest bearinvescrow iftirid in .a'financial institution selected by_ Homes` and .agreed u -the... The deposited upon by City., posited PRIF will be. drawn upon public improvements in Exhibit A. ,pon to comtruct the, agreed upon 1 After the improvements are: coritip . leted and ,Have been accepted by the. Carmel. *goara of ,Public Works and Safety, any remaining unused PR1F shall :be su bmitted: to the. Cityof Carmel :for use by the Carmel Departnieiit'-f'Park8 and Recreation, mirstfant,16 the re the. City. 'SO, AGREED I :this; day of M.Noines, of Tridtqna; LP Exhibivff I. Of 1. 4eb Nww it. VINBONBAllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllJ IlI IF 1 AT MONON PCs} SECONDARYPLAT 0 LAND DESCRIPTION A PARTOF THE SOUTWEST QUARTER OF SECTION 12, TOWNSHIP 17 NORM, RANGE 3 EAST M HAMILTON COUNTY, INDIANA. DESCRIBED AS FOLLOWS. COMMENCING AT THE NORTHEAST CORNER OF SAID QUARTER SECTION, THENCE NORTH 89 DEGREES 09 MINUTES 48 SECONDS WEST ALONG THE NORTH LINE OF SAID QUARTER SECTION 40.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00 DEGREES 07 MINUTES 43 SECONDS WEST (ASSUMED BEARING) PARALLEL WITH THE EAST LINE OF SAID QUARTER 1964.30 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF INTERSTATE 465 PER BOOK 200. PAGE 290 W THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, THE NEXT (3) CALLS ARE ALONG SAID RIGHT OF WAY; (1) THENCE NORTH 72 DEGREES 44 MINUTES 44 SECONDS WEST21(L36 FEET; (2) THENCE NORTH 74 DEGREES 40 MINUTES 03 SECONDS WEST 301.50 FEET; (3) THENCE NORTH 88 DEGREES 67 MINUTES 23 SECONDS WEST 328,14 FEET; THENCE NORTH 00 DEGREES 01 MINUTE 23 SECONDS WEST PARA LLELV MTHEWESTUNEOF SAID QUARTER SECTION 80.63 FEET; THENCE NORTH 89 DEGREES 58 MINUTES 37 SECONDS EAST 021 FEET: THENCE NORM 00 DEGREES 01 MINUTE 23 SECONDS WEST PARALLEL WITH SAID WEST UNE 212.38 FEET; THENCE NORTH 00 DEGREES 09 MINUTES 49 SECONDS WEST 2.02 FEET; THENCE NORTH 00 DEGREES 01 MINUTE 19 SECONDS WEST 216.98 FEET; THENCE NORTH 69 DEGREES 52 MINUTES 17 SECONDS WEST 0.84 FEET; THENCE NORTH 00 DEGREES 07 MINUTES 43 SECONDS EAST PARALLEL WITH SAID EAST LINE 821.05 FEET; THENCE SOUTH 89 DEGREES 52 MINUTES 49 SECONDS WEST 4.71 FEET; THENCE NORTH 00 DEGREES 01 MINUTE 23 SECONDS WEST PARALLEL WITH SAID WEST LINE 50.00 FEET: THENCE NORTH 89 DEGREES 58 MINUTES 37 SECONDS WEST 1.00 FOOT; THENCE NORTH 89 DEGREES 51 MINUTES 05 SECONDS EAST 3.85 FEET: THENCE NORTH 00 DEGREES 07 MINUTES 43 SECONDS EAST PARALLEL WRHI SAID EAST LINE 332.97 FEET TO THE AFORESAID NORTH UNE; THENCE SOUTH 89 DEGREES 09 MINUTES 48 SECONDS EAST ALONG SAID NORTH UNE 800.77 FEET TO THE POINT OF BEGINNING, CONTAINING 33.818 ACRES, MORE OR LESS. REGISTERED LAND SURVEYOR'S CERTIFICATE I, BRADY KUHN, HEREBY CERTIFY THAT 1 AM A REGISTERED LAND SURVEYOR LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE OF INOIANA: THIS PLAT IS BASED ON A SURVEY PREPARED BY WEIHE ENGINEERS, INC. - RECORDED AS INSTRUMENT NO. 20/505d,RAL, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA THERE HAS BEEN NO CHANGE FROM MATTERS OF SURVEY REVEALED BY THE CROSS-REFERENCED SURVEY, OR ANY PRIOR SUBDIVISION PLATS CONTAINED THEREIN, ON ANY LINES THAT ARE COMMON WITH THIS SUBDIVISION. THAT ALL MONUMENTS SHOWN HEREON WILL EXIST AND THAT THE LOCATION. SITE, TYPE AND MATERIAL ARE ACCURATELY SHOWN: AND THAT ALL REQUIREMENTS SPECIFIED IN THE SUBDIVISION ORDINANCE OF THE CITY OF CARMEL HAVE BEEN MET. THIS SUBDMSION CONTAINS 42 LOTS. LABELED 1 THROUGH 42, FOUR COMMON AREAS, TWO BLOCKS, TOGETHER WITH STREET RIGHTS-OF-WAY, ALL AS DELINEATED ON THE WITHIN PLAT. THE SIZE OF THE LOTS, COMMON AREAS, BLOCKS, EASEMENTS AND THE WIDTH OF THE STREET RIGHTS.OF-WAY ARE SHOWN IN FIGURES DENOTING FEETAND DECIMAL PARTS THEREOF. DATE AUGUST 13.2015 `\\\\11111111111/,,, '.20500007: �`... STATE OF RSTEA� 0D � SURVEYORNO. 20500007 Y11111111111\\\ I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT 1 HAVE TAKEN REASONABLE CARE TO REDACT EACH SOCIAL SECURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. BRADY KUHN. THIS INSTRUMENT WAS PREPARED BY: BRADY KUHN, WEIHE ENGINEERS, INC. COMMISSION CERTIFICATE UNDER AUTHORITY PROVIDED BY INDIANA CODE 36-71-710 AND ORDINANCES ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE CIN OF CARMEL AS FOLLOWS GRANTED ADMINISTRATIVE APPROVAL BY THE DEPARTMENT OF COMMUNITY SERVICES PURSUANT TO ARTICLE XI OF THE CARMEL PLAN COMMISSION'S RULES OF PROCEDURE ON; 4 I &ZOM - .2015 CARMEL PLAN COMMISSION BY: DIRECTOR MICHAEL HOLLI GH DEPARTMENT COMMUMTYS ICES CARMEL, IND NA Ij�l I--' s' slat 3 Il � w yeejr��' 7r Osrnsr- Senn MIGk t � �33I3I 6 f� I2,J LI:J:J� :ninDs alec ILTON CO I I Y°° oJno �j j� 1=oj a',Evrcnn+t vrnl �~ s1ya1S11 O� n �� 000'+q 1 a (c10Le III CARMEL IF MNYS IV4YI4 war ou V00T8 s4 4 s vu1RT� S(71- A 3 I,I MU P.- rw �1� 7/10 A �6TH�LL:cP r•— WArslsls nnI 11�D LMARION C]]n 2rssn �1s I ra'•ce, `.r A" 0'9-` c vwr onlg N)�I -.�^ u����68,�1 Neo$ s dDess `•� er e u SOURCE OF TITLE: INSTRUM4NENT NO. 2014D49701 Relmrded as Presented DEED OF DEDICATION I�Vll�llu®m17�1I���Q��Il��ld� WE, THE UNDERSIGNED. M I HOMES OF INDIANA. LP., OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THE WITHIN PLAT. THE SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS BONSAR AT MONON LAKE. AN ADDITION TO THE CIN OF CARMEL, INDIANA, ALL STREETS AND ALLEYS SHOWN AND NOT HERETOFORE DEDICATED ARE HEREBY DEDICATED TO THE PUBLIC, THERE ARE STRIPS OF GROUND AS SHOWN ON THIS PLAT AND MARKED 'EASEMENT', RESERVED FOR THE USE OF PUBLIC UTILITIES FOR THE INSTALLATION OF WATER AND SEWER MAINS, POLES, DUCTS, LINES AND WIRES, SUBJECT AT ALL TIMES TO THE PROPER AUTHORITIES AND TO THE EASEMENT HEREIN RESERVED. NO PERMANENT STRUCTURES ARE TO BE ERECTED OR MAINTAINED UPON SAID STRIPS OF LAND, BUT OWNERS OF LQTS M THIS SUBDIVISION SHALL TAKE THEIR TITLES SUBJECT TO THE RIGHTS OF THE PU81JC UTILITIES. THIS BONBAR AT MONON LAKE SECONDARY PLAT AND ALL OF THE REAL ESTATE, LOTS AND COMMON AREAS DESCRIBED HEREIN, ARE SUBJECT IN ALL RESPECTSIO THE DEQlRATON OF COVENANTS AND RESTRICTIONS RECORDED WITH THE RECORDER OF HAMILTON COUNTY, INDIANA ON /SIS AS INSTRUMENT NO. 1019O4I5$}} THE FOREGOING COVENANTS, OR RESTRICTIONS, ARE TO RUN W[rH THE LAND AND SHALL BE BINDING ON ALL PARTIES AND ALL PERSONS CLAIMING UNDER THEM UNTIL JANUARY 1, 2034. AT WHICH TIME SAID COVENANTS, OR RESTRICTIONS, SHALL BE AUTOMATICALLY EXTENDED FOR SUCCESSIVE PERIODS OF 10 YEARS UNLESS CHANGED BY A VOTE OF A MAJORITY OF THE THEN OWNERS OF THE BUILDINGS COVERED BY THESE COVENANTS OR RESTRICTIONS, IN WHOLE OR IN PART. INVALIDATION OF ANY ONE OF THE FOREGOING COVENANTS R RESTRICTIONS, BY JUDGMENT OR COURT ORDER SHALL IN NO WAY AFFECT ANY OF THE OTHER COVENANTS OR RESTRICTIONS, WHIOOH SHALL REMAIN IN FULL FORCE AND EFFECT. THE RIGHT TO ENFORCE THESE PROVISIONS BY INJUNCTION, TOGETHER WITH THE RIGHT TO CAUSE THE REMOVAL, BY DUE PROCESS OF LAW, OF ANY STRUCTURE OR PART THEREOF ERECTED OR MAINTAINED IN VIOLATION HEREOF, IS HEREBY DEDICATED TO THE PUBLIC, AND RESERVED TO THE SEVERAL OWNERS OF THE SEVERAL LOTS IN THIS SUBDMSION AND TO THEIR HEIRS AND ASSIGNS. WITNESS MY HAND AND SEAL THIS 30 DAY OF SL7-M-BER- 2015 OW!{ER /SUBDIVIDER: MI HOME$�EINDUW A. LA F ITE- AREA PREPRESIDENT STATE OF INDIANA . ) SS: COUNTY Of HAMILTON ) BEFORE ME THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE, PERSONALLY APPEARED CUFF WHITE, WHO ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT AS HIS VOLUNTARY ACT AND DEED, FOR THE PURPOSES THEREIN EXPRESSED. WITNESS MY HAND AND SEAL THIS r/� ^ DAY OE �Nlr`-1 r"'v"2 .2015. , ' 1 —'!41 r NOTARY PUBLIC I- S, 20(7-1 JAACOUELIN MY COMMISSION EXPIRES: I P9N D, SMIn'0 how allo1ory Dup6e, sate COUNTYOF RESIDENCE ill�/iVJJ[�e �' T,r-�r Meson County ••.:�O:nte"`` 8001451-6408 ]17184]-03461- M Commlprl0nE.DIle4 •... DOCKET N05. 730900132AND 141100055P ,,,oOnuary 05, 2017 ZONING - PUDIPLANNED UNIT DEVELOPMENT (PUD ORDINANCE NO. ZS90-14) MAXIMUM LOT COVERAGE 45% REAR YARD: 15 FEET SIDE YARD.5 FEET ARCHITECTURAL STANDARDS TO CONFORM WITH REQUIREMENTS OF MONON LAKE PUD AS RECORDED IN INSTRUMENT NO. BOARD OF PUBLIC WORKS AND SAFETY CERTIFICATE THIS PLAT WAS GIVEN APPROVAL OF OFFFPPUBLIC WORKS AND SAFETY OF THE CITY OF CARMEL, ` INDIANA, AT A MEETING HELD: �y/I i .2015. This instrument prepared far. DULY ENTERED FOR TAXATION Subjectto al acc�e�to c for transfer a Z dayof -- Z—; 2TkMearlifib DLS opo M Parcel # AuGor�fzmlan , �� a 4,s a ,a i� anti U MA HOMES 8500 KEYSTONE CROSSING SUITE 590 INDIANAPOLIS INDIANA 46740 TELEPHONE(317) 629-0864 EMAIL: MROWARO®R MIHOMES.COM CONTACT: MATT [TOWARD SHEET I of 7 This instrument prepared by, BRADY KUIIN 010! C.U.S. N. Avrnuc E WEIHE :0505 Indian° 46280 ENGINEERS wclpc.vel 3171846 - 6611 I�SZIIY3)E 8001451-6408 ]17184]-03461- Landscape Architecture .u,�„..u,w.ecu. rDuvnu ED Fd M w LQ 11 el j BONBAR AT MONON LAKE N SECONDARY PLAT W E NE COR SW/4 SEC 12 -T171 -0E S89°09'48"E 800.77 N8909'48 W CJ 40.00' P.O.B. 41 t• -SAY COMMON AREA "D".m—," =I - — — 77726 SF. — — — — e — — — — — 5swmsa�gnaga — — — — 0 25 50 100 aTY OF CAIUAEL 1.78 AC. ^ wsrrm'.aser+a INST /2005010925 ^ LEGEND POINT OF BEGINNING BSL DR INAG &UTILITYETBACK INE r EA _ I 0.BU.E DRAINAGEBUTILRY EASEMENT S69' '46"E 1733Y- - 0. S.F DRAINAGE, UTNTYSSEWER EASEMENT 14"E 168.41' 1$' .E 835000"E 201'21' 65.01' 6 , 1' 25.00' ,Jl' B.M.P.BD.E. STORMWATER BEST MANAGEMENT PRACTICE AND 60.76, 70.42' _ �- 8�,& DRAINAGE EASEMENT ���� 7 ¢2•-'T �o N.V.,B.M.P.BD.E NATURAL VEGETATION, STORMWATER BEST 6S.83� 60.36- , .Ml�• IN Ito I MANAGEMENT PRACTICE 8 DRAINAGE EASEMENT v: 21 d1 V.W. VARIABLEWIDTH 20 m •"�j Im �_ I RIW RIGMT OF WAY _ I$ NAE. NO ACCESS EASEMENT 15 I� 19 u� 6591 S.F. w I.E.E. INGRESSIEGRESSEASEMENT D J w 0 7175 SF. rn p 0,11, AC I' a I D. F- DRAINAGE EASEMENT 16 7 "' + 180%3 S F b 0.16 AC 2 m'¢ I AC ACRES �y 6819 S.F. ^ c - 1 / ' 18 I n 0.19 AC . ^ z 7g• o I n S.F. SQUAREFEEr 0'16 AO ^ bo 7308 SF. o o ui o I N91'4B'J8� 19'D.U.hSE �(I^ bo¢Ic 700 Y.F.E700.VEAR FLOOD ELEVATION BASAD ON DRAINAGE O.iJ AC ^ 1-. 6644 S.F.Sp 6D'�S S,F. I $' D•U• Z [x� Q! CALCULAnONSPREPAREDBYWEIHEENCINEERS, 3 0.16 AC � 0.19 -AC bo 39.89' o; Z INC. DATED APRIL 30, 2015 z z 1 'BSL 5 I I q .��• 8f ¢' o ® INC. DAT' APRIL 30. MONUMENT D.U.&S•F- 16' 19.29' 3 G•y\ C? 2' � m N '� • 519" DIAMETER REBAR WITH PLASTIC CAP 60.62' }943.20 1 O V.WD.U.&SE. 3 3 STAMPED'WEIHEENGR.00I2'TOBCSET 3253' 32.9i 19 D.U.&S.E 3.84' 66.62' C28 C29 C3 I N FB 5At• DIAMSTER RPRAR WITH ALUMINUM CAP 60.08' , ' STAMPED'1VEIIIE EN01L 0012• TO BC SET Iw S to APPROXIMATE CDG'OF WAT1eRAS MCASImnr+n 178.59' C2S C26 �•�.E 09 _ b DI �v ON JANUARY 23.2015 � �- -® �__ C8 S ��_ ERENITyCOURIT to tI&Y SA. 109.83• Ri1p rtOj U ', N } 0 N 6 1 ..0.62_ 9.86' 50.5' 59.79' g t.t5' o7 — 4� 17.7 4 \ 60.40 ^P) C/] _ 0.33' 81 • I 1n 15:D.&U.E. / I 24 23 19 BSL y3 j BONBAR AT MONON LAKE N SECONDARY PLAT W E NE COR SW/4 SEC 12 -T171 -0E S89°09'48"E 800.77 N8909'48 W CJ 40.00' P.O.B. 41 t• -SAY COMMON AREA "D".m—," =I - — — 77726 SF. — — — — e — — — — — 5swmsa�gnaga — — — — 0 25 50 100 aTY OF CAIUAEL 1.78 AC. ^ wsrrm'.aser+a INST /2005010925 ^ LEGEND POINT OF BEGINNING BSL DR INAG &UTILITYETBACK INE r EA _ I 0.BU.E DRAINAGEBUTILRY EASEMENT S69' '46"E 1733Y- - 0. S.F DRAINAGE, UTNTYSSEWER EASEMENT 14"E 168.41' 1$' .E 835000"E 201'21' 65.01' 6 , 1' 25.00' ,Jl' B.M.P.BD.E. STORMWATER BEST MANAGEMENT PRACTICE AND 60.76, 70.42' _ �- 8�,& DRAINAGE EASEMENT ���� 7 ¢2•-'T �o N.V.,B.M.P.BD.E NATURAL VEGETATION, STORMWATER BEST 6S.83� 60.36- , .Ml�• IN Ito I MANAGEMENT PRACTICE 8 DRAINAGE EASEMENT v: 21 d1 V.W. VARIABLEWIDTH 20 m •"�j Im �_ I RIW RIGMT OF WAY _ I$ NAE. NO ACCESS EASEMENT 15 I� 19 u� 6591 S.F. w I.E.E. INGRESSIEGRESSEASEMENT D J w 0 7175 SF. rn p 0,11, AC I' a I D. F- DRAINAGE EASEMENT 16 7 "' + 180%3 S F b 0.16 AC 2 m'¢ I AC ACRES �y 6819 S.F. ^ c - 1 / ' 18 I n 0.19 AC . ^ z 7g• o I n S.F. SQUAREFEEr 0'16 AO ^ bo 7308 SF. o o ui o I N91'4B'J8� 19'D.U.hSE �(I^ bo¢Ic 700 Y.F.E700.VEAR FLOOD ELEVATION BASAD ON DRAINAGE O.iJ AC ^ 1-. 6644 S.F.Sp 6D'�S S,F. I $' D•U• Z [x� Q! CALCULAnONSPREPAREDBYWEIHEENCINEERS, 3 0.16 AC � 0.19 -AC bo 39.89' o; Z INC. DATED APRIL 30, 2015 z z 1 'BSL 5 I I q .��• 8f ¢' o ® INC. DAT' APRIL 30. MONUMENT D.U.&S•F- 16' 19.29' 3 G•y\ C? 2' � m N '� • 519" DIAMETER REBAR WITH PLASTIC CAP 60.62' }943.20 1 O V.WD.U.&SE. 3 3 STAMPED'WEIHEENGR.00I2'TOBCSET 3253' 32.9i 19 D.U.&S.E 3.84' 66.62' C28 C29 C3 I N FB 5At• DIAMSTER RPRAR WITH ALUMINUM CAP 60.08' , ' STAMPED'1VEIIIE EN01L 0012• TO BC SET Iw S to APPROXIMATE CDG'OF WAT1eRAS MCASImnr+n 178.59' C2S C26 �•�.E 09 _ b DI �v ON JANUARY 23.2015 � �- -® �__ C8 S ��_ ERENITyCOURIT to tI&Y SA. 109.83• Ri1p rtOj U ', rn o 36 C37 G76 ma y N 6 1 ..0.62_ 9.86' 50.5' 59.79' g t.t5' o7 — 4� 17.7 4 \ 60.40 C/] _ 0.33' 81 • I W _ 19 BSL a 28 n• 15:D.&U.E. / I 24 23 19 BSL y3 3 6775 SF. of 27 ^n 26 E 0 o 6619 S.F. o 6765 SF. $ -�^ 6917 S.F. ^� a 22 0.16 AC 0.16 AC o 2 0.16 AC t2 b^ ^ 6735 S.F. b ^ 6668 S.F. b $ N 0.15 AC 8320 S.F. I ^" 0.19 AC 0.15 AC 0.15 AC REAR BSL (25' FROM 10�.E.) � .. . 5 N.V. B M e &D E60.34. !60.06 - 60.47'- N83'04'22iY 'x?sr0 ' •.. 3 NBT35_04'E S82' 161.28. 120.68• 44'70 E S7 I 584 0245'00 3MMONAREA"All _ — — r— ' �4p�\�s./� I • •100 OY! Y Y.F.E APPROKMATE `l5 12633' 'E317S2S.f7� EDGE OF NATER SX23'10I ✓ 5 6�P�• 13o.00' 1 I `EX6TNG ME, 75.00' // 1427 S.F. / 1 02i AC / `EDSfP1G LAKE--, . � I APPROVIVATE ' N69'28'05"E 37.13' 32 7416 S.F. 0.17 AC 862: S75'28y 33 6562 S.F. 015 AC 110.49' 1752$'17 f 34 76 S.F. ' .16 AC FROM 100 Y,F,E) BENCHMARK HAMILTON COUNTY SURVEYOR'S OFFICE VERTICAL CONTROL STATION Y42. A US COASTAL B GEODETIC SURVEY DISK IN CONCRETE SLAB ON THE EASTSIDE OF THE MONON TRAIL, 218 FEET SOUTH OF 111TH STREET. ELEVATION - 838.62 (NAVD 88) Y.F.E. LEXsrNG wE, COMMON AREA "A" V.W. B.M.P.&D.E. 100 SEE SHEET 3 SEE SHEET 5 FOR CURVE DATA rent prepared for. MA HOMES 8500 KEYSTONE CROSSING SUITE 590 INDIANAPOLIS, INDIANA 46240 TELEVIIONE(31.7) 629-0864 EMAIL: MHOWARD®MIHOMES.COM CONTACT: MATT HOWARD KEY MAP This instrument prepared by: BRA ©e WEIHE Lad SAmey.9I Civil Eng 9 Landscape Architecture SHEET 2 of 7 Y KUM 10505 N. Collcgc Avcmc Indiavepolir, Indiana 46280 acihe.vcl 3171846- 6611 8001452 - 6408 f. a liuu a4nuu0 rv.6u. rw"mra MEN Iowa Iv i�j 1 KEY MAP This instrument prepared by: BRA ©e WEIHE Lad SAmey.9I Civil Eng 9 Landscape Architecture SHEET 2 of 7 Y KUM 10505 N. Collcgc Avcmc Indiavepolir, Indiana 46280 acihe.vcl 3171846- 6611 8001452 - 6408 f. a liuu a4nuu0 rv.6u. rw"mra MEN m I `ll O cif ��;;•rsJ1�`rrrsrrs_rrrsrrrrrsrrsssrrrrrrrrsrsrrsrsssrrssrrrsaarrlrrr.Jrrsrsrsrslrrsrsrrrrllrrrsrrrrsrssrsrrrrrrrll_rarssslrsrsrrrsrrs� �� BONBAR A MONON LAKE SEE SHEET 2 SECONDARYPLAT 1X383 S S75?5'17-E 35 W 4 6830 S.F. 0.16 AC o �l 11383 0 S>5 25.17-C 36 N I Bm SY m 0.16 AC 13,83. I 75.17E I w S.F. a o m a W APPROXIMATE EDGE OF WATER I" X NG IA E-) SEE SHEET 4 �_DQST01G ED 440 INS SEE SHEET 5 FOR CURVE DATA ^ �ir�i j 4i 1 POiNTOFSEGINNING m $ I BSL BUILDING SETBACK LINE y;r DAU.E D.U.BS.E. DRAINAGE 8 UTILITY EASEMENT DRAINAGE, UTILITY B SEWER EASEMENT I iB.M.P.&D.E DRAINAGE EASEMENT COMMON AREA "A" g 'APPROXIMATE 749285 S.F. z EDGE OF WATER17.20 At I 1 _�GLAS, V. W. B.M.P.&D.E i+ w y I 0�. RIGHT OF WAY NOACCESS EASEMENT I. J. I.E.E. SEE SHEET 4 �_DQST01G ED 440 INS SEE SHEET 5 FOR CURVE DATA ^ N. College Avenue lI j LEGEND P.O.B. POiNTOFSEGINNING N BSL BUILDING SETBACK LINE y;r DAU.E D.U.BS.E. DRAINAGE 8 UTILITY EASEMENT DRAINAGE, UTILITY B SEWER EASEMENT STORMWATER BEST MANAGEMENT PRACTICE AND iB.M.P.&D.E DRAINAGE EASEMENT { N.V..B.M.P.SO.E NATURAL VEGETATION. STORMWATER BEST zN 'C.'. O: MANAGEMENT PRACTICE& DRAINAGE EASEMENT V.W. VARIABLEWIDTH RAM N.A.E. RIGHT OF WAY NOACCESS EASEMENT I.E.E. INGRESSfE KESS EASEMENT D.E. DRAINAGE EASEMENT AC ACRES S.F. SQUARE FEET 100 Y.F.E. 100•YEAR FL000 ELEVATION BASED ON DRAINAGE CALCULATIONS PREPARED BY WEIHE ENGINEERS. INC. DATED APRIL 30.20 15 Ef lX4•X30•CONCRErE MONUMENT • 5/8' DIAMETER BEHAR WITH PLASTIC CAP STAMPED 'WEIRS ENOR. 001r TO BE SLIT 518' DIAMETER REBAR WrrH ALUMINUM CAP STAMPED'WE1HE ENOR. 0012' TO BE SET • APPROXIMATE WOE OF WATER AS MEASUREED ONJANUARV23,2015 M/I HOMES 8500 KEYSTONE CROSSING SUITE 590 INDIANAPOLIS, INDIANA 46240 TELEPHONE:(317) 629-0864 EMAIL: MHOWARDQMIHOMFS.CONS CONTACT: MATT HOWARD BENCHMARK HAMILTON COUNTY SURVEYOR'S OFFICE VERTICAL CONTROL STATION Y42. A US COASTAL & GEODETIC SURVEY DISK IN CONCRETE SLAB ON THE EASTSIOE OF THE MONON TRAIL 218 FEET SOUTH OF 111TH STREET. ELEVATION =838.62 (NAVD 88) SHEET 3 of 7 Y This instrument prepared by. BRADY KUHN N. College Avenue lI LSC■ WEIHE 11111 .11. mdLn. 46280 ENGINEERS velhc.nct 3111846.6611 Land&-eyk3I CW BOO 1432-6408 21111843.0546f— LandscapeArchilt=m BONBAR AT MONON LAKE SEE SHEET 3 SECONDARY PLAT N COMMON AREA "A" V.W. B.M.P.&D.E. \ I \ \� `F70511NG IPXE, IY/ 1 �APFROXIAIATE— mGE OF WATER ' \ �Y.FE Us 48 \ \ �� \ \ (T,ID'' $,j' Sr��!/96 20' I.EE z 8, 749 p03"1VJ01Sp'L17 EXIS7INC 20' SANITARY SEWER ESUT INST 08900418 "IN BRUNIT 200. P 290 N72 � \ 1-465 21p36' SEE SHEET 5 FOR CURVE DATA 40' CONVEYED TO QTY OF CARMEL MST 02005010925 (MONON TWO W E 5 ,•=50' 0 25 50 100 LEGEND P.O.B. POINT OF BEGINNING BSL BUILDING SETBACK LINE D.BU.E DRAINAGE B UTILITY EASEMENT D.U.SS.E. DRAINAGE, UTILITY B SEWER EASEMENT B.MP.6D.E. STORMWATER BEST MANAGEMENT PRACTICE AND DRAINAGE EASEMENT N.V.,B.MP.6O.E NATURAL VEGETATION. STORMWATER BEST MANAGEMENT PRACTICE B DRAINAGE EASEMENT V.W. VARIABLEWIDTH RAV RIGHTOF WAY NAE. NO ACCESS EASEMENT E I.EINGRESSIEGRESS EASEMENT D.E DRAINAGE EASEMENT AC ACRES S.F. SQUARE FEET 100 Y.F.E. 100 -YEAR FLOOD ELEVATION BASED ON DRAINAGE CALCULATIONS PREPARED BY WSHE ENGNEERS, INC. DATED APRIL S0, 2015 ® 4^X4"X70^CONCRETE MONUMENT 0 5/9"DIANIETL'R REBAR WITH PLASTIC CAP STAMPED'W F.IHE ENCR. 0012^ TOB -SET ® 5B" DIAMETER RERAR W ITII ALUMINUM CAP STAMPED' WBIfIE ENGR. 0012^ TO BE SET • APPROXIMATE EDGE OP WATER AS MEASUREED ON JANUARY 27,2015 BENCHMARK HAMILTON COUNTY SURVEYOR'S OFFICE VERTICAL CONTROL STATION Y42. A US COASTAL 6 GEODETIC SURVEY DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL, 218 FEET SOUTH OF 111TH STREET. ELEVATION = 838,62 (NAVD 88) 40' L [ LINETABLE SE COR $IV/4 LINE TABLE LN'6g EIIIFLTTON LENGTH LINED DIRECTION LQ7GIH L7 N78'06= -W 49.51' L13 814.37756-E 86.10- L2 N52'24'07'W 51.38' L14 S37'26'1B'E 73.8T L3 N80.2023W 120.45 LIS S55'84'51E 50.52' L4N74'0535'W 290.83' L16 S74.0535E 287.3T LS NSS°34'5114 55.35 L17 S80'20'23'E 116.70' L6 N3T26'19'W 79.28' LIS N25'2238E 78,14- L7 N14'3T56'W 91A6' L19 8724444E 2020' L8 NO3'0721'E 165.35 L20 325.22'38-W 82.73' L9 NIS'50'SS-W 16729- 221 $S2'24'OTE 37.79' L70 N54'2r39'E 15.66' L22 S78'0622E 429r Lit S78'50'S5E 17d.70' L23 SDO'OT43'W 16.32 40' L [ Jus V/[l"Wlti�.9L I SE COR $IV/4 s c 1z—n7N-RJE SHEET 4 of 7 This instrument prepared for. This instrument prepared by: BRADY KUHN MA 110MES ,1'■ WEIHE 1050] N. C"Ilsg, Ane"uc Indi—p"liv, Indl.nn 46290 8500 KEYSTONE CROSSING �: rcihc.=e1 SUITE 590 ENGINEERS INDIANAPOLIS, rND1ANA 46240 ]„ 906 - 6611 $46 - TELEPHONE:(317) 629-0864 Lend Surv6yieg ) CAH Bvinee ft 9001 6409 EMAIL: MHOWM1,9HOMFS.COM Landscape Architecture 717 (94] - 0546 f. CONTACT: MATT HOWARD noon nn.xv..c.4e.. vvwnu ILIA b � �� �/rVi3 cX� m333r��a L71 s O F'IT J ro LQ ,(D En 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 I ss_rssrrr_rssr_rsrrrrr�'srrrsrrr_rr_rsrsrsrrs�ersrsrrrrssrrrrrsrrar�'ssssssrrrs:rssrsss_arssrrrrrrr�srrs.rrarsssrrrrsssrsrrsssssrrlr� �I'; BONBAR AT /LAKE one a a v SECONDARY PLAT r1'sTg8,4 9003,� A c I cv 42 C28•�° w~ 8413 S.F. c a 0.19 AC 101ST STREET / �.0- ci �\W h ss 7Zlzyo, Iz 1 N89e5TIT'W Ci s�0 ze 0.84' b p5 6°' � - ao1 w 11 c k 2319, (_ COMMON � I 1 APPROXIMATE 1I II EDGE OF WATER COMMON AREA A l V.W. B.M.P.&D.E. \ `F)OSTING W(E� CURVE# ARC ��o AREA HCH DELTA - CHORD Cl 5846 S.F. J 150.00' Z 32405`131��' 94.15' 0.13 AC. \ 100 YFE 26.65' 150.00' 10'10145' ,S9E. 26.61' C3 151.01' 200.00' 43.1645' N21'45'35"E 147.45' 40 ELECTRIC -7. 60 225.00' m J 1S 15' LEE. N07°21'13"E D.B. 213, P. 246 U.S. u?I y'tJ� 234.44' 589 230.00' 36V 81°24'36' N26°OT35"W .' w� ?G`. 'kms SIO'29'11 E 30, D \ Sane, 21 47.88' \ 3G.00' 73.23' NOOe09'49"W 83°54'40' - - _ 45.12' NNO2'W\ - C7 2.02' 150.00' 81°1550' N57°4T41"E 195.36' C8 103.64' 400.00' 14°50'43• S89°04'45"E 103.35' I 104.40' 1 14'ST13' S89°01'30"E 104.10' CIO l 100 Y.F.E� 20.00' 80°57'56' I 25.97' � I 6.22' 174.00' 2°42'18' S29°52'08"W 8.21' C12 82.74' 174.00' 27°14'38' I 8196 C13 3.47' 174.00' I co 3.47' C14 25.59' 251.00' W S03'02'SWW 25.58' C15 37.71' 251.00' 8°36'29' NIG°1628"E 37.67' C16 111.88' EXISTING ELECTRIC ESMT D.B. 213, P. 248 N89°58'37"E 0.27" T (lTJ BLOCK 2 54602 S.F. 1.25 AC. CURVETABLE � I 1 APPROXIMATE 1I II EDGE OF WATER COMMON AREA A l V.W. B.M.P.&D.E. \ `F)OSTING W(E� CURVE# ARC I RADIUS DELTA CHORD BEAR I CHORD Cl 95.77' 150.00' 36°34'54' N60°3937*W 94.15' C2 26.65' 150.00' 10'10145' 1,137'1648'W 26.61' C3 151.01' 200.00' 43.1645' N21'45'35"E 147.45' C4 56.74' 225.00' 14°2TOO' N07°21'13"E 56.59' C5 234.44' 165.00' 81°24'36' N26°OT35"W 215.21' C6 73.23' 50.00' 83°54'40' N24°52'34 -W 66.86' C7 212.75 150.00' 81°1550' N57°4T41"E 195.36' C8 103.64' 400.00' 14°50'43• S89°04'45"E 103.35' C9 104.40' 400.00' 14'ST13' S89°01'30"E 104.10' CIO 28.26' 20.00' 80°57'56' S71°42'15"W 25.97' C11 6.22' 174.00' 2°42'18' S29°52'08"W 8.21' C12 82.74' 174.00' 27°14'38' N14'5T40"E 8196 C13 3.47' 174.00' 1'OT38" N00'42102'E 3.47' C14 25.59' 251.00' 5°50'31' S03'02'SWW 25.58' C15 37.71' 251.00' 8°36'29' NIG°1628"E 37.67' C16 111.88' 139.00' 46'OT01" N08°28'48%V 108.88' C17 85.62' 139.00' 35°1T35' N49'11'06"W 8427' C18 30.06' 76.00' 22°39'40' N55°30'04'W 29.86' CIO 16.05' 20.00' 45°59'35' N67°10Ui'W 15.63' C20 25.73' 20.00' 73°43'10' N52'W37"E 23.99' C21 25.84' 176.00' 824'44' N20°1923"E 25.82' C22 100.80' 176.00' 32°48'57' N40'S6'14"E 99.43' C23 65.16' 176.00' 21°12'43' N67°5704"E 64.79' C24 60.78' 176.00' 19°47'11' N88°2T01'E 60.48' C25 329T 374.00' MTGE' S84'10'57E 32.96 C26 60.08' 374.00' 9°12'16' N88°41*WE 60.02' C27 3.84' 374.00' 0'3520' N83-4T34"E 3.84' C28 27.18' 426.00' 3.39'22' 1 N85 -1934-E 27.18' T (lTJ BLOCK 2 54602 S.F. 1.25 AC. CURVETAELE � I 1 APPROXIMATE 1I II EDGE OF WATER COMMON AREA A l V.W. B.M.P.&D.E. \ `F)OSTING W(E� CURVE# ARC RADIUS DELTA CUORDITEAR CHORD C29 19.29' 428.00' 2°35'42' N88°27'08°E 19.29' C30 31.85' 49.00' 37.14'43' N71'OT36'E 3129' C31 18.25' 51.00' 20.30'22' N62°457YE 18.16' C32 85.22' 51.00' 95'4473' S59'OTIWE 75.65' C34 87.20' 51.00' 97°57"34' S77'10'OWW 76.96' C35 7.71 51.00' 8.43'31' S49'2927'E 7.76' C36 40.15' 49.00' 46'5644' 568'36'04'E 39.03' C37 17.75' 374.00' 2'43'12' N86°33'58 -E 17.75 C38 11.15' 374.00' 1'42'29' S84'211)8'W 11.15' C39 59.78' 426.00' 8'02'26' S87'32'15 -W 59.73- C40 50.45' 426.00' 6'4T09" N85°02'58'W 50.42' C41 11.94' 124.00' 5'31'09' S84°2458"E 11.94' C42 163.93' 124.00' 75°44'41' SSV57'07'W 152.26 C43 35.15' 24.00' 83°5440' S24°5234'E 3209' C44 11.2T 191.00' 3'22'52' S65°0028"E 112T C45 88.8T 191.00' 26°39'30" N50'OT17'W 88.OT C46 5420' 191.00' 16"15'37' N28°39'44W 54.02' C47 54.20' 191.00' 16'15'37' S12'24'07'E 54.02' C48 51.67 191.00' 15.29'06' S03°28'14'W 51.46' C49 11.22" 199.00' 3'13'48' 812'53'45*W 11.22' C50 15.01' 199.00' 4'1972' N12 -25.02-E 15.01' C51 35.17' 199.00' 10'07'37' NOS'11'32'E 35.13' C52 45.70' 228.00' 11'35'05' SDS'SV16'W 45.62' G53 '59.61' 226.00' 15°0646' S19°16'11'W 59.44' C54 27.51' 200.69' 7'51'15' S30'18'47RN 27.49' C55 24.20' 20.00' 69'20'20' SG0'52'11'E 22.75' T (lTJ BLOCK 2 54602 S.F. 1.25 AC. I I I � I 1 APPROXIMATE 1I II EDGE OF WATER COMMON AREA A l V.W. B.M.P.&D.E. \ `F)OSTING W(E� LEGEND P.O.B. BSL D.SU.E D.U.BS.E B.M.P.BD.E. BEGINNING BUILDING BUILDING SETBACK UNE DRAINAGE 8 UTILITY SEWER DRAINAGE,UTILITY&SEWER EASEl+tafi DRAINAGE EASEMENT PRACTICE AND lir" I I \ BENCHMARK HAMILTON COUNTY SURVEYOR'S OFFICE VERTICAL \ CONTROL STATION Y42. A US COASTAL& GEODETIC URVEY DISK IN CONCRETE SLAB ON THE EAST SIDE MONON TRAIL.218FEET 111TH STREET. N.V.,B.M.P.BD.E. NATURAL VEGETATION, STORMWATER BEST [ MANAGEMENT PRACTICE& DRAINAGE EASEMENTI V.W. VARIABLE WIDTH RAN RIGHTOF WAY N.0.E. NO ACCESSEASEMENTOO LE.E INGRESSIEGRESS EASEMENT \OFg" LEVATION=838.62(NAVD 88) D.E. AC DRAINAGE EASEMENT -ACRES \ \ 1 A \ � S.F. 100 Y.F.E. SQUARE FEET 100 -YEAR FLOOD ELEVATION BASED ON DRAINAGE CALCULATIONS PREPARED BY WEIHE ENGINEERS, INC. DATED APRIL 30, 2015 H EW 4"XO"X3DIAMETER for. - BRADY KUHN \ I PLASTIC TER REHAB WITHLAS STAMPE " ER REENGR.071P1ASTI CAP This instrument prepared by: \ OMES SET STAMPED^WEIHE SEr \ \ ,\ EXISTING 20'SANITARY SEWER ESMT INST X8900418 1 \ \ \ ' • ` \ ® -• AR. WITH I 5/8• DIAMETER REBAR WI7HAWMINUM CAP $TAMPED'WHHIE ENGR DOlY 1'06G SHT APPROXIMAT, EDG60F WATGRASMMSLJRV-D ON JANUARY 23, 2015 N \ \`" TV FXF\ NORTH R/0, UNE B. 200, P. 290 ?sg9' \ s \ /1'68" \ \ SHEET 5 of 7 Sr13"0,,1'^ for. - BRADY KUHN This instrument prepared This instrument prepared by: OMES W-WEIHE I11 IN, eAven nnpIis. Ndin662 60MAI - \ 8500 KEYSTONE CROSSING SUITE 59D ENGINEERS w<me.net 17 846 317184': INDIANAPOLIS, INDIANA 46240EL 1 -6611 4 32-6108 TEPHONE:(317) 629-0864 Lend Surveying Che Eng'Menng 3g00111 643 - 0546 f. ' EMAIL: MI IOWARD@MIHOMES.COM Landscape Architecture SEE SHEET 4 FOR LINE DATA CONTACT: MALT HOWARD uwn. reuv rz,u.ry vvee LIE ��;•rsrrrsrrssssssrrrrrrrrrrrrrrrrrrrrrsrrarrrrrrrrrrsrsrsrrrrrrrrssssssrrrrrrrrrrrrrrrrrrrrrrrrrrrarrrrrrrssrrrrsrrsrrrsrrssrr�II BONBAR AT MONONIAKE SECONDARYIlk SEE SHEET 7 F 101ST STRE N89452'1M SEE SHEET 5 BENCHMARK HAMILTON COUNTY SURVEYOR'S OFFICE VERTICAL CONTROL STATION Y42. AUS COASTAL & GEODETIC SURVEY DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL, 218 FEET SOUTH OF 111TH STREET. ELEVATION - 838.62 (NAVD 88) LEGEND v4 P.O.B. POINTOFBEGINNOIG BSL BUILDING SETBACK LINE D &U.E DRAINAGE & UTILITY EASEMENT D.U.BS.E. Fh B.M.P.&D.E. STORMWATER BEST MANAGEMENTPRACTICE AND DRAINAGE EASEMENT r N.V.,B.M,PAt).E. NATURAL VEGETATION, STORMWATER BEST Sl_ MANAGEMENT PRACTICE & DRAINAGE EASEMENT V.W. VARIABLE WIDTH RAN R a ^b W NO ACCESS EASEMENT IE E. INGRESSIEGRESS EASEMENT D.E. DRAINAGE EASEMENT U) ACRES S.F. SQUARE FEET 100 Y.F.E. 100 -YEAR FLOOD ELEVATION BASED ON DRAINAGE 101ST STRE N89452'1M SEE SHEET 5 BENCHMARK HAMILTON COUNTY SURVEYOR'S OFFICE VERTICAL CONTROL STATION Y42. AUS COASTAL & GEODETIC SURVEY DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL, 218 FEET SOUTH OF 111TH STREET. ELEVATION - 838.62 (NAVD 88) LEGEND v4 P.O.B. POINTOFBEGINNOIG BSL BUILDING SETBACK LINE D &U.E DRAINAGE & UTILITY EASEMENT D.U.BS.E. DRAINAGE, UTILITY B SEWER EASEMENT B.M.P.&D.E. STORMWATER BEST MANAGEMENTPRACTICE AND DRAINAGE EASEMENT r N.V.,B.M,PAt).E. NATURAL VEGETATION, STORMWATER BEST Sl_ MANAGEMENT PRACTICE & DRAINAGE EASEMENT V.W. VARIABLE WIDTH RAN RIGHTOFWAY NA£ NO ACCESS EASEMENT IE E. INGRESSIEGRESS EASEMENT D.E. DRAINAGE EASEMENT AC ACRES S.F. SQUARE FEET 100 Y.F.E. 100 -YEAR FLOOD ELEVATION BASED ON DRAINAGE CALCULATIONS PREPARED BY WF1HE ENGINEERS, INC. DATED APRIL.30, 2015 IS 4'%4'X]0' CONCRETE MONUMENT SM. DIAMBTER REBAR WDII PLASTIC CAP STAMPED "WEIHE ENGR.0012" TO BE SET ® 518" DIAMETER REBAR WITH ALUMINUM CAP STAMPED "WEIHE "NG"0012" TO DESU - APPROXIMATE EDGE OF WATER AS MPASUREED ONIANUARY23,2015 � v4 �1,lq vcih<.vel 171846-6611 3171946. I'll '� B00 1 d32 - 6d08 )17164)-OSd6/u I m O I I. wuu x. vPn 4.4 U. wuema I COMMON AREA "A" APPROXIMATE 749285 S.F. z1EDGE OF WATER 17.20 AC. I' `h7a6BNa LAKE -1 V.W. B.M.P.&D.E. 1 I r I T� : SEE SHEET 5 FOR CURVE DATA This instrument prepared for. I This instrument prepared lry: BRADY KUHN MLI IIOMES SUI500 KEYSTONE CROS.SIN INDIAN TPI APOLIS, INDIANA FPIIDNFrt IT 670fIRri SHEET 6 of 7 ■ WEIHE 10303 N. CPllegv Avanu4 In614 N, C1 c; Ivdivnv 46280 ENGINEERS vcih<.vel 171846-6611 3171946. I'll Land SU^'eYDBiCM E^B^9 B00 1 d32 - 6d08 )17164)-OSd6/u Landscape Architecture wuu x. vPn 4.4 U. wuema Bli BONBAR AT MONON LAKE N NW COR SW/4 SECONDARY PLAT SEC I2-T17N-R3E . 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SUITE s90 ENGINEERS 3171846-6611 G "0"�"'ON 016 AC INDIANAPOLIS, INDIANA 46240 8001/1x-6408 g 1 R TELEPIIONE:(317) 629-0864 Lard Sul WM I Cyril Eng; *MV 110111.14'1 - 0546! �, �R � AREA NDII Q AI)SZS,j�]W 1 S)TTJ83' EMAIL. C MATTIOWARDMES.COM Landscape Atchtecture V.W. B.M.P.&D.E. J I I 1. 5?5'17F (DSEE SHEET 6 SEE SHEET 5 FOR CURVE DATA