Williams Mill Street Dedication 2011068421 K1UMI wn1 4.or.vu
17/29/2011 10:06:03A 14 PGS
Mary L. Clark
Srl,ct HA MILTON County Recorder IN
Recorded as Presented
411, i1111111MM IIIIIIIIIIIIII NIIIIII
DEDICATION DEED OF PUBLIC RIGHTS -OF -WAY IitOP
4
APPROVED 60 W.
THIS INDENTURE WITNESSETH:
Williams Mill Homeowners Association, Inc.
That
(Jointly and individually the "Grantor the fee simple owner(s) of the following described real
property "Property") described in attached Exhibit A, incorporated herein by this reference, which
Property is located in the City of Carmel, Hamilton County, State of Indiana, hereby grants,
conveys and warrants in fee simple and with no reversionary rights whatsoever retained, all of
Grantor's rights, title, and interest in the Property, to the City of Carmel, Indiana "Grantee
subject to all existing easements and rights -of -way of record, for the sum of One Dollar ($1.00) and
other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged. 10 e.z 4 of vh d &l e G t) i c, Stu ez-re arn..e. Q (¢6 2a
This conveyance of real estate is not subject to Indiana gross income tax.
IN WITNESS WHEREOF, Grantor has executed this Instrument on the /3 day of 1.
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"GRANTOR"
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PLlA ^l l i.,o t?I itiEfi r aoAgp oP Diged
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(P Name and Title) t f I-i-1 AM S n 1-10t
A 7,o'l, Z#✓e-
DULY ENTERED FOR TAXATION:
Subject to final cceptance for transfer'
A9 day of 20
Q) &Oacide.. Auditor of Hamilton County Parcel Al
GMPT FROM
ES DISCLOSURE,
ti d 6100 Wd20 z10z 'tier
STATE OF INDIANA
COUNTY OFN:.� \esw
Before me, the undersigned NOTARY PUBLIC in and for said County and State, personally appeared the above and
acknowledged executing the foregoing Dedication and Deed of Public Right -of -Way.
Witness my hand and Notarial Seal this t^w"day of Ockn \c- 2011.
„111111/,,
Notary Public _—y A C S
m e
z 16, v
a 2012
Notary P ri e 9 4 c;
0 Von, MY COMMISSION EXPIRES: C 74)41
"b -2 n IMO'
COUNTY OF RESIDENCE:bs
1 affirm, under the penalties for perjury, that 1 have taken reasonable care to redact each and every
Social Security number from this document, unless it is required by law. Douglas C. Haney
Instrument prepared by: Douglas C. Haney, Cannel City Attorney, One Civic Square, Carmel, Indiana 46032.
IV 44 U /o F C ity Ca r el
1
%��iip� BOARD OF PUBLIC WORKS SAFETY
ACCEPTANCE OF DEDICATION DEED OF PUBLIC RIGHTS -OF -WAY
WHEREAS, the foregoing Grantor having filed with the City of Carmel, Indiana "City its
Dedication and Deed of certain real property "Property to the City for the purpose of establishing
City rights -of -way, which Dedication and Deed is attached hereto and incorporated herein as
Exhibit "A" hereinabove set forth;
AND WHEREAS, the City believes that said fee simple conveyance of property is desirable and
necessary and in the City's best interests;
NOW THEREFORE, the City, by and through its Board of Public Works and Safety, hereby
accepts said Dedication and Deed, and orders that the Instrument of Dedication and Deed described
herein be recorded in the Recorder's Office of the County of Hamilton, State of Indiana, and that
said described real property be, and the same hereby is, declared open and dedicated to the City.
SO ORDERED: CITY CARMEL BOARD OF P t IC WORV S TY
`les Brainar. Mayor
D.te:
k
Mary An Burke
Date: ii
Lori Wats•
Date: I 1 a.- 11
ATTEST: t 40
D':na L. Cordray, IAMC, Cler4
Date: 1 1 D I
Instrument prepared by: Douglas C. Haney. Carmel City Attorney. One Civic Square, Carmel, Indiana 46032
ONE CIVIC SQUARE CARMEL, INDIANA 46032 317/571-2400
WF1I
ENGINEERS
Landscape
build with confidence`
LAND DESCRIPTION
The interior streets consisting of Burlington Lane, Parkside Crescent, McLaren Lane and
Valeside Crescent within Williams Mil, a subdivision in Hamilton County, Indiana, as per plat
thereof recorded as Instrument No. 9709751254 and filed in Plat Cabinet No. 2, Slide 52 in the
Office of the Recorder of Hamilton County, Indiana, said interior streets being more particularly
described as follows:
Part of the East Half of the Northeast Quarter of Section 3, Township 17 North, Range 3 East in
Hamilton County, Indiana, being more particularly described as follows:
Commencing at the Southeast comer of the Northeast Quarter of said Section 3; thence South 89
degrees 46 minutes 12 seconds West on and along the South line of said Northeast Quarter 45.00
feet to the Westerly right of way line of Springmill Road; thence North 00 degrees 00 minutes 00
seconds East on and along said Westerly right of way line 430.19 feet to the POINT OF
BEGINNING of this description; thence North 45 degrees 00 minutes 00 seconds West 49.50
feet; thence South 90 degrees 00 minutes 00 seconds West 39.09 feet to the point of curvature of
a curve to the left, said curve having a radius of 130.00 feet and being subtended by a long chord
bearing South 80 degrees 59 minutes 36 seconds West 40.70 feet; thence Westerly along said
curve to the left an arc distance of 40.87 feet; thence South 71 degrees 59 minutes 11 seconds
West 56.97 feet to the point of curvature of a curve to the right, said curve having a radius of
170.00 feet and being subtended by a long chord bearing South 84 degrees 33 minutes 06
seconds West 73.97 feet; thence Westerly, along said curve to the right an arc distance of 74.56
feet; thence North 82 degrees 53 minutes 00 seconds West 10.24 feet to the point of curvature of
a curve to the left, said curve having a radius of 20.00 feet; thence Southwesterly along said
curve to the left an arc distance of 29.83 feet to the point of compound curvature of a curve to the
left, said curve having a radius of 580.00 feet, said curve being subtended by a long chord
bearing South 01 degrees 36 minutes 23 seconds West 202.47 feet; thence Southerly, along said
curve to the left, an arc distance of 203.51 feet to the point of compound curvature of a curve to
the left, said curve having a radius of 20.00 feet; thence Southeasterly along said curve to the left
an arc distance of 32.08 feet to the point of compound curvature of a curve to the left, said curve
having a radius of 485.00 feet and being subtended by a long chord bearing North 74 degrees 25
minutes 10 seconds East 88.66 feet; thence Easterly, along said curve to the left an arc distance
of 86.78 feet; thence North 69 degrees 10 minutes 31 seconds East 9.00 feet; thence North 20
degrees 49 minutes 29 seconds West 14.00 feet; thence North 69 degrees 10 minutes 31 seconds
East 28.00 feet; thence South 20 degrees 49 minutes 29 seconds East 68.00 feet; South 69
degrees 10 minutes 31 seconds West 28.00 feet; thence North 20 degrees 49 minutes 29 seconds
West 14.00 feet; thence South 69 degrees 10 minutes 31 seconds West 9.00 feet to the point of
curvature of a curve to the right, said curve having a radius of 525.00 feet and being subtended
by a long chord bearing South 81 degrees 46 minutes 25 seconds West 229.02 feet; thence
Westerly along said curve to the right an arc distance of 230.86 feet; thence North 85 degrees 37
10505 N. College Ave 1 Indianapolis, IN 46280 1 www.weihe.net 1 (317) 846 -6611 1 (800) 452 -6408 1 Fax: (317) 843 -0546
Allan 1I. Weihe, P.L-.. L.S. Founder
WEIHE
ENGINEERS
minutes 41 seconds West 229.46 feet to the point of curvature of a curve to the left, said curve
having a radius of 216.00 feet and being subtended by a long chord bearing South 89 degrees 52
minutes 26 seconds West 33.88 feet; thence Westerly along said curve to the left, an arc distance
of 33.91 feet; thence South 85 degrees 22 minutes 33 seconds West 115.71 feet to the point of
curvature of a curve to the right, said curve having a radius of 1700.00 feet and being subtended
by a long chord bearing South 87 degrees 34 minutes 23 seconds West 13.03 feet; thence
Westerly along said curve to the right an arc distance of 13.04 feet; thence South 89 degrees 46
minutes 12 seconds West 68.11 feet to the point of curvature of a curve to the right, said curve
having a radius of 220.00 feet and being subtended by a long chord bearing North 73 degrees 47
minutes 10 seconds West 124.55 feet; thence Westerly along said curve to the right an arc
distance of 125.23 feet to the point of compound curvature of a curve to the left, said curve
having a radius of 20.00 feet; thence Southwesterly along said curve to the left an arc distance of
28.35 feet to the point of compound curvature of a curve to the right, said curve having a radius
of 170.00 feet and being subtended by a long chord bearing South 50 degrees 38 minutes 56
seconds West 20.60 feet; thence Southwesterly along said curve to the right an arc distance of
20.61 feet; thence South 54 degrees 07 minutes 19 seconds West 60.82 feet to the point of
curvature of a curve to the left, said curve having a radius of 80.00 feet and being subtended by a
long chord bearing South 44 degrees 07 minutes 19 seconds West 27.78 feet; thence South 34
degrees 07 minutes 19 seconds West 20.05 feet; thence South 55 degrees 52 minutes 41 seconds
East 15.00 feet; thence South 34 degrees 07 minutes 19 seconds West 30.00 feet; thence North
55 degrees 52 minutes 41 seconds West 70.00 feet; thence North 34 degrees 07 minutes 19
seconds East 30.00 feet; thence North 54 degrees 07 minutes 19 seconds East 125.83 feet to the
point of curvature of a curve to the left, said curve having a radius of 130.00 feet and being
subtended by a long chord bearing North 35 degrees 28 minutes 07 seconds East 83.16 feet;
thence Northerly along said curve to the left an arc distance of 84.85 feet to the point of
compound curvature of a curve to the left, said curve having a radius of 280.00 feet and being
subtended by a long chord bearing North 05 degrees 22 minutes 10 seconds East 111.13 feet;
thence Northerly along said curve to the left, an arc distance of 111.87 feet; thence North 06
degrees 04 minutes 35 seconds West 10.59 feet to the point of curvature of a curve to the left;
said curve having radius of 130.00 feet and being subtended by a long chord bearing North 22
degrees 11 minutes 42 seconds West 72.18 feet; thence Northwesterly, along said curve to the
left, an arc distance of 73.14 feet; thence North 38 degrees 18 minutes 48 seconds West 54.07
feet to the point of curvature of a curve to the right; said curve having radius of 170.00 feet and
being subtended by a long chord bearing North 19 degrees 15 minutes 18 seconds West 110.93
feet; thence Northerly, along said curve to the right, an arc distance of 113.00 feet; thence North
00 degrees 13 minutes 48 seconds East 36.13 feet to the North line of said Williams Mill
subdivision; thence North 89 degrees 46 minutes 12 seconds East along said North line 40.00
feet; thence South 00 degrees 13 minutes 48 seconds East 36.13 feet to the point of curvature of
a curve to the left; said curve having radius of 130.00 feet and being subtended by a long chord
bearing South 19 degrees 15 minutes 18 seconds East 84.83 feet; thence Southeasterly, along
said curve to the left, an arc distance of 85.41 feet; thence South 38 degrees 18 minutes 48
seconds East 54.07 feet to the point of curvature of a curve to the right; said curve having radius
of 170.00 feet and being subtended by a long chord bearing South 34 degrees 03 minutes 25
seconds East 25.23 feet; thence Southeasterly, along said curve to the right, an arc distance of
m V V ETHE
ENGINEERS
25.25 feet to the point of compound curvature of a curve to the left, said curve having a radius of
20.00 feet; thence Easterly along said curve to the left an arc distance of 26.55 feet; thence North
74 degrees 07 minutes 36 seconds East 68.39 feet to the point of curvature of a curve to the right;
said curve having radius of 170.00 feet and being subtended by a long chord bearing North 83
degrees 12 minutes 06 seconds East 53.63 feet; thence Northeasterly, along said curve to the
right, an arc distance of 53.85 feet; thence South 87 degrees 43 minutes 25 seconds East 199.37
feet to the point of curvature of a curve to the left; said curve having radius of 410.00 feet and
being subtended by a long chord bearing North 88 degrees 36 minutes 00 seconds East 52.58
feet; thence Easterly, along said curve to the left, an arc distance of 52.62 feet; thence North 84
degrees 55 minutes 25 seconds East 63.17 feet to the point of curvature of a curve to the right;
said curve having radius of 800.00 feet and being subtended by a long chord bearing South 88
degrees 58 minutes 47 seconds East 169.92 feet; thence Easterly, along said curve to the right, an
arc distance of 170.25 feet; thence South 82 degrees 53 minutes 00 seconds East 87.47 feet to the
point of curvature of a curve to the left; said curve having radius of 130.00 feet and being
subtended by a long chord bearing North 84 degrees 33 minutes 06 seconds East 56.56 feet;
thence Easterly, along said curve to the left, an arc distance of 57.02 feet; thence North 71
degrees 59 minutes 11 seconds East 56.97 feet to the point of curvature of a curve to the right;
said curve having radius of 170.00 feet and being subtended by a long chord bearing North 80
degrees 59 minutes 36 seconds East 53.23 feet; thence Easterly, along said curve to the right, an
arc distance of 53.45 feet; thence North 90 degrees 00 minutes 00 seconds East 44.09 feet;
thence North 45 degrees 00 minutes 00 seconds East 49.50 feet to the West right of way line of
Springmill Road; thence South 00 degrees 00 minutes 00 seconds West 110.00 feet to the Point
of Beginning.
EXCEPTING THEREFROM:
Part of the East Half of the Northeast Quarter of Section 3, Township 17 North, Range 3 East in
Hamilton County, Indiana, being more particularly described as follows:
Commencing at the Southeast corner of the Northeast Quarter of said Section 3; thence South 89
degrees 46 minutes 12 seconds West on and along the South line of said Northeast Quarter 45.00
feet to the Westerly right of way line of Springmill Road; thence North 00 degrees 00 minutes 00
seconds East on and along said Westerly right of way line 430.19 feet; thence North 45 degrees
00 minutes 00 seconds West 49.50 feet; thence South 90 degrees 00 minutes 00 seconds West
39.09 feet to the point of curvature of a curve to the left, said curve having a radius of 130.00
feet and being subtended by a long chord bearing South 80 degrees 59 minutes 36 seconds West
40.70 feet; thence Westerly along said curve to the left an arc distance of 40.87 feet; thence
South 71 degrees 59 minutes 11 seconds West 56.97 feet to the point of curvature of a curve to
the right, said curve having a radius of 170.00 feet and being subtended by a long chord bearing
South 84 degrees 33 minutes 06 seconds West 73.97 feet; thence Westerly, along said curve to
the right an arc distance of 74.56 feet; thence North 82 degrees 53 minutes 00 seconds West
87.46 feet to the POINT OF BEGINNING of this description, said point being the point of
curvature of a curve to the left; said curve having radius of 760.00 feet and being subtended by a
long chord bearing North 87 degrees 05 minutes 44 seconds West 158.37 feet; thence Westerly,
WEIHE
ENGINEERS
along said curve to the left, an arc distance of 158.65 feet; thence South 84 degrees 55 minutes
25 seconds West 63.17 feet to the point of curvature of a curve to the right; said curve having
radius of 450.00 feet and being subtended by a long chord bearing South 88 degrees 36 minutes
00 seconds West 57.71 feet; thence Westerly, along said curve to the right, an arc distance of
57.75 feet; thence North 87 degrees 43 minutes 25 seconds West 199.37 feet to the point of
curvature of a curve to the left; said curve having radius of 130.00 feet and being subtended by a
long chord bearing South 83 degrees 12 minutes 06 seconds West 41.01 feet; thence Westerly,
along said curve to the left, an arc distance of 41.13 feet; thence South 74 degrees 07 minutes 36
seconds West 65.91 feet to the point of curvature of a curve to the left; said curve having radius
of 20.00 feet; thence Southerly, along said curve to the left, an arc distance of 28.00 feet; thence
South 06 degrees 04 minutes 35 seconds East 8.62 feet to the point of curvature of a curve to the
right, said curve having radius of 320.00 feet and being subtended by a long chord bearing South
05 degrees 22 minutes 10 seconds West 127.00 feet; thence Southerly, along said curve to the
right, an arc distance of 127.85 feet to the point of compound curvature of a curve to the right,
said curve having radius of 170.00 feet and being subtended by a long chord bearing South 19
degrees 49 minutes 36 seconds West 17.85 feet; thence Southerly, along said curve to the right,
an arc distance of 17.87 feet to the point of reverse curvature of a curve to the left; said curve
having radius of 20.00 feet; thence Southeasterly, along said curve to the Left, an arc distance of
28.40 feet to the point of compound curvature of a curve to the left; said curve having radius of
180.00 feet and being subtended by a long chord bearing South 74 degrees 22 minutes 26
seconds East 93.35 feet; thence Easterly, along said curve to the left, an arc distance of 93.63
feet; thence North 89 degrees 46 minutes 12 seconds East 68.11 feet to the point of curvature of
a curve to the left; said curve having radius of 130.00 feet and being subtended by a long chord
bearing North 87 degrees 34 minutes 23 seconds East 9.97 feet; thence Easterly, along said curve
to the left, an arc distance of 9.97 feet; thence North 85 degrees 22 minutes 33 seconds East
115.71 feet to the point of curvature of a curve to the right; said curve having radius of 256.00
feet and being subtended by a long chord bearing North 89 degrees 52 minutes 26 seconds East
40.15 feet; thence Easterly, along said curve to the right, an arc distance of 40.19 feet; thence
South 85 degrees 37 minutes 41 seconds East 229.46 feet to the point of curvature of a curve to
the left; said curve having radius of 485.00 feet and being subtended by a long chord bearing
South 88 degrees 02 minutes 29 seconds East 40.85 feet; thence Easterly, along said curve to the
left, an arc distance of 40.86 feet to the point of compound curvature of a curve to the left; said
curve having radius of 20.00 feet; thence Easterly, along said curve to the left, an arc distance of
34.07 feet to the point of reverse curvature of a curve to the right; said curve having radius of
620.00 feet and being subtended by a long chord bearing North 01 degrees 30 minutes 45
seconds East 206.29 feet; thence Northerly, along said curve to the right, an arc distance of
207.26 feet to the point of curvature of a curve to the left; said curve having radius of 20.00 feet;
thence Northwesterly, along said curve to the left, an arc distance of 32.88 feet to the Point of
Beginning.
The aforesaid interior streets containing 5.683 acres, more or less after said exception.
VVEI
ENGINEERS
The above described legal description was performed under the direction of the undersigned.
Dated September 26, 2011
11 a 11 1111 /Ij,,
Q ��;1STER
No.
Brady Kn, Registered Land Surveyor No. 20500007
State o ndiana :20500007
STATE OF
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Pursuant to Iha rcquiemmis of Indlano Coac 36 -7 -4 el sea os amended a P.O.E. 6 D.E.
supplemented: and an D'd'elace adapted by the Common Council of the Cily of 6 8. 11 «I E U3 -•,15.7,' c20 A fCLA N 129.
Cannel, Indiana, Ih6 plot was ohel oppro.d by the 1119 01 Camel as Mows: 89'16'1x' 5650031 cal LANE 565 vin•
025 349 11.7Y 6521'
AEOpled this of SEA 1997 5305' 15.05' O3• 65.19' <'I'
15' U6 E 752
l
15' 6.0.1_
EARMEL Cl PLAN CODIA69(N 1 479 1 13
Dep
BY. V
4.uC of y i i7 38 39 40 41 42 43
Cannel, N. 46032 50. F1.} 10799 50 9 9 11104 S0. Eli ,o 11327 50. Mb 11067 50. FT.8 L. 10727 50. FT.t 11955 50 t NOTES ON MONIAIENTS DARKER$ r 2 h E-' m
0 4ENO105 A 4" 4 1" s 35 1046 PRECAST CONCRETE MUVIMENI WIN 11
A CROSS EAST 1HE TOP 10 SET, MERE SIOBN. RUSH 61131
MOON CRAOE
DENOTES A COPPER•TD 5/8' dA ECPFIN COATED 51111. ROD 50' SE.
6' UNE Mph 1 1/2 MIA TAPERED BRASS CAP HAWK CUT "C
W 161019010 30' L.DE. CENTERLINE 5 89'16'1x"
0 108 Val 5/8 Pk s 30 ROAR 979.17'
0,00' 65 1' 6500' 6500 6500' 6500' 751
S 89'46'12' W 1333.58' s. LNE. 6 1 /o. NE. 1/4. SEC e
SHEET 2 OF 5
MWANS MILL P
45 l845TC• 04ENT .P EPARED 8Y DENNIS K. SINGER. R.L.5. 450470. OF PAUL I. CRIPE. INC. .I.C. 79 5104 -20300
P
1
DAM 011-21-1997 1111E: 09 12 111.1 1/ 95401 20300 DAD SURVEY 95•LNP3 USER 900.0) l
0
WILLIAMS MILL
BLOCK C
S G2
1
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5 .0;05 13 111
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D.E. DRAINAGE EASEUENT g '4 1,11.. 9882 SO. ftt 1 •3
ut. unurr EASENENT
0/00 RIGHT OF 2002 Z 121.
5 t 12.• t;
sa e
N R. NON RADIAL ft. 501'. v` g?
1.._
r, SCIJARE AMT. UCRE OR LESS 2,11.
D.S.L. 0010422 9(10002 LINE S 55.4' I .'1
el-
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L LENGDI
r=1. 199906 S TREET ADDRESS
L.S.F.- LANDSCAPE EASEUENT .e I. 12
.U 10818 SO. Mt
RAE PR1VATE DRIVE ..,...r. BLOCK C I Cr5 E-. ..T6 I 793
LOADED DRAINAGE ESUT.
N AD•4012 E
COMMON AREA I ..1
133554 50. 13arsV F., i
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4.
Pavan' to the 1.91.00009925 04 19410,0 Code 36-2-4 el o.9 00 mauled or 1 4' [1 --------2 e
09494095092946 002 at Ordnance 0209402 by the Cannon Ccanci of the Oty of 11 si
35 :..t.,.
4
i ...p I. a
05'‘ 4 5 6
y Cog P.0 E 6
1) E
N 8946 E C
Centel. Mama. this past was given approval by the City of Carmel as 4290.0 7834 SO. 611.0 6 I
•G• cc` IRREG. La a E.
Adopted this ,f do, of 75*
IS..--. 4 5di
E 5 B.S _ES
.L
GARBO. CDT PLAN ONINtS9ON i EI Ts
t M EBL1
s te VI 4 ,,,t,
*4-.1 36
HY: A* 40,5.___' -,t,
_11075 SO. FL* 7 37
13,14-st7f arn,nrArr..:...7 r-••
7 r."''.0• _10726 93. Fti 101
Camel. In. 46032 0 70 c 1 70. 6' 7 f. .3 13_
6* 77 4... V "Ls
z N4 ikb. -9' BLOCK C
00105 004 1SCHUUDITS Ale) SMEARS
0 0003105 A 4 I' 31 1015 PRECAST CONCRETE KIMAIDIT MTH
A CROSS CAST *4 101 TOP TO SET, WHERE SHOO( 211191 MN
111191 100101 S.W. COW, E. 1/2. N.E. 1/2, i
SEC. 3-17I4-3E
00023 A 'CO39219210'. 5/8' Pk COPPER 0511E0 S1EE1 950 STONE FWD. w/ CUT .4.- ,...-30 L.D.E. CEL.LTERL NE C2
6 LONG MTH E I/2' CIA TAPERED BRASS CAP HALM
H2292201 T
1119.47' 65 CO I in 45.00
A 5/8' DA a 70' 8340 52201 RECAP.
SHEET 3 OF 5
THIS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. 809470. OF PAUL I. CRIPE. INC. KHANS HILL P.LC 05404-20300_
I
ol u Int ei ,:AO \9JRAl495e04P4 USER, cumol
perp`` 0 5(_. 5
010N( )1 C0 ecard s
IN
HAM TON OUNTY, D IAN°
NRRV L CLARK
On I2 -01 -1991 RC 09:34 era.
Ft.RT 39,00 1
Inc ndersigned. hereby certify that to the best of my professional kr.. informotln and belief. the within plot occarathy represents a survey performed vender my supennsion
of the following described reel estate: j
Part of the East Holt of the Northeast outer of Section 3, Taw ship 17 North, Range 3 E0.?, oleo being 0 port of an over°. perimeter description recorded in Deed Record 293,
Pogo 853 in the Office of the Recorder of Hamilton County, ...ono. more p0 3041ndy described 0s follows'
Beginning of the Southeast corner of the Northeast Ouarler of toil Section 3, thence South 69 degrees 46 minutes 12 seconds West 1333.58 feel to the Southwest corner of lha
East Half Of the Northeast Quarter of said Sechan 3: t g
e North 01 degree .2 minutes 02 t c 4s East 197.70 feet; thence North 00 degrees •8 minutes 36 seconds East
459.3. feel: thence North 89 degrees 46 minutes 12 seconds East parol.el with the South lone of soil Noll 0.0 Section 1321.22 feel to the East fine of said Holt 000rte.
Section; thence South 00 degrees 00 minutes 00 seconds West along sited East line 656,86 fall to the Point el Beginning. containing 20000 acres. mo.e or lose.
This subdivision consists of 47 lots numbered 1 through 47 011 inclusive. three blocks. as Common Mee, lettered "A', "B" and "0 streets and easements as shown heron.
The size of the l.1,, blocks. streets and easements ore shown in figures s denoting feel and dec.,. Parts thereof.
This plat is based upon a survey by Pod 1. Chpe. Inc., w contains Me within described •eel est.. performed during Ocloner. 1996 e
and recorded on July 31, 1997
as Instrument #97-31218 in the Office 01 the Recorder of HomiltonCounty, 004100x. There hos been no change from the matters of survey resealed by said previous survey,
or any prior subdivision plats 0 °morsel therein. on any fines that Ore common with Inc wlmin plot.
Witness my signature and seal this 2f 5T day 0? A 4 J 1997- o k p .qi` K. I FC F'
=r K. 710 •0 0l 47 er s on
Denn
is Singer, R L.S. 1150.70 1
Paul I. Gripe, Inc. +03;89;441'
7172 Orahom Road
Indianapolis. IN 46250
Pursuant to be regwem. el Mw Cede 36-7 -4 el see. m ewdd or (317) 842 -6777
rupplamnled, ha an 0rtin adapted by Me Cauca Cara of the Oly al
Cu.. MS.. Oh pal wet given eppeavC by the Oy al Cur. as lanais
r
04 .0 0 44 day d i f 19_1 Mira CRY PIM COb690N
Y
hrparPmmPd 60c.•
cm., h 6032
WELms Lou.
PLAT COVENANTS
The undenlgned. d
In WILLIAOS HILL, L.P.. on MOM. hdi Limited Partners. ip, owner of the re01 estate Mown o. .scribed herein, per Instrument No. 97297, here certifies that
deff, plotted d an y .y oil. p ri
pat rid a so In a real a 10th this pal a certificate. a
der... al BUYS HILL o on`in hereby CounIndust Indust la 0414, covenant. and to the and esbiclina hereinafter r nth einaft set and contained in pill. the no
n dbetl l�nnraol 'vn Ise subject to certain d,<bd the odn c 1r ealr t'ona Lo,rid to it IM1rI eIXicert. c' in rol of Covenants ewe Realrictbm of a T,
u a X We..`.0 19L Y lastasm N0. 77n`T7770"17.6 770"17.6 770"17.6 fice a M II rite. of Hamilton county, dw
lnna "Otelarol',on7.
recorded le 0 IF nqh °vim, lutist p and otrn el t rm.,. Y lases. n, Inc. (the 11^
.hpwrvn 0aaee106n7 o.. Whams N a rN Bided o Canlyd c.v...., c.v...., se
Fe ai contained
.at.. a a l in Me DeclDeclaration If er
nd la a 1 p
ab co,. bet.... ry or t e ce. a co restric` th con `in. In tn pl rid y o Ins a
v rnts I
C ling c ar t w is pot ghee govern an ntrol a es. es. a u conflict, iii
beq w
nle,t h afMat o such covenants ra o restrictrans ap lie s to 0 n said mat late to eatest tent All of ln. teems, provisions. covenants. al..
contained in a Oecloralion or by i00000 ncor. d i b. ereted herein by efe ce In order to provide adequate protection 10 to all present and futures n f lla in this
wb4d1. 100. 100. 0, a rope .9 covenants, restrictions hereby Latina, In odddlen to Mohr et forth in Me DecIX Ion, a hereby imposed upon and short ran with lime lend included in this
subdivision a she be binding9 s Yon the D eve1 per a. origins et mrylim any owning y v portion po. such Ind.
1, The I
light- of -woya p
'is 0,0 R pro
9^. et not her meat. Y hereby e4 0 Ge he public.n.YR r terior .er e. s ore Pfvole Oche Easements. I
Iwmlan.
2 The re rue a e in es a. n s I g o d own o a tn..un n Oat or r de ne a t o ua. n 4 a e ,400l .fire S 1e t. o rows m a ma v 1Ia .eve i
(p "a0rna.e Easements' o r 0,C. and as 'Ulinty Easements' or "U E. rid
10) Private Drive Easem.(1. "P.13 C. a. a r 'n c ma NI a a lo
tin pe Easements" or Y.6 eMor aeporalel' o pm0inotionl il companies. a of the foregoing Eesemenla 00 the abip. rid areas 1 yryand affected
spy oleo a reserved. of the olio utility o this governmental
eqe a Dwe M Romeo... 00, of e. doers, go x
(0) Lmi M e Mo. foeemen 00 tD.E Me hr. of ground public is reserved by see ...Ph (0) 0) o. .1..1
(A) 'Drahaq. Easement:. of "D.E'a ore nee d to ravine path era co a a system m
tem for and lac
al rm d m drained,. either overland keep
vrg aerand installation., lea need. of MN are J
a noiug wound and /or pubic ge ayatv, 0 owners o r ots a shah be req u ee to natural
Mdnoga tree o1 eba ve Ina, whether they c a etures ...ant ill. so 1.1 the Ito. viler ni,need.i
(B) "Uli4lyy Easements". an U,E'i are ed 00 Ine use of ells public n c atiity m kv'
Including cable te fi 0m0a
n e°ea d
L not .naud;0 0onsIMeaMee eompadn fee
10
the 1n. 0l10era maintenance a n n ducts, e lines. a. 0115ty klato1alins Ih
fon Me purpose u
se of furnishing furnishing *L1y services: no permanent
structures (except wa16. ences...ve r an e to the extent pe triod hereby r by the Declaration) ere a or mnwne u send M.
Eanmenla:
(C) Pnvale Drive Easements", or 'PACs", ore created for the Homeowners 04,00104'100
of Developer, the Homeown. the saved .01 others a. t n es tar veh.lar and
pedestrg and Ingress d egress over the h car streets In
in e subdw;sin. M Private Drive Eoeemd
e s shall be utility e s ent, d d r o g e p ents, a.ch may
contatn public or p ul0ila w s`v ar to lets a. docks. The Private 0lxe Easements may accessed by ...nay oeh nay vehcl g as wen as senate aril dede.. vehicles n the course of t.ir usoel functions:
(D)) 'Lands sup Eesem.l,0 or L.5.3. i 0 ...sled o resern for !n• of the Devebper and Me H e0weem 4440401,0ne for the Io fifers, maintenance, (300!0
replac ...coping (in.., ether plant materia(in.., out rwdldin, trees, shrubs. other pbninga, walls and fences`. street or dr.clori.s.
sculptures. w art, taunt., entry nmaape irrigation lnere0n systems. o n y
l 090.9 s m
es p
....nsion ldenlilicatian sprit and other items Such La00,009* Easements
Moll constitute rid ac lots s fleeted e o n on he ..thin Dill p w m
Except inst.. a. olnlailed by Oavab re Ibmw n
p.r a he ene
d pox c upon y ent or Mile elruelurea, i.ludrg fences dH a laq hoe be er cted or maintain. en said ?scope Eo.em•ntsa. n
e
no
collected ln.r.by s p p as! c a Pe done anything wnle .r
h e obst140ruc? 0 or inlerlere with any installation. made by the Developers 00 the Homeowner.
Assncial m ears Lenescop• Eosemen s,
(E) "LimNed Drainage Easement', or lA E. identifies In. part a reserved M Trost re eed 1. a drainage easement .0
uranl b a Grant of Oroinage Easement by o a n Pittman
Development, Inc. (Manton) and JEC Partnership. LP,(Grantee) 0 Instrument o. 0716865, dated June 3 0. 997 es recorded n the Office d the Recorder d Nornaln County.
Indiana. No lmprwm
eenta of o le n d nature may he cone mclea n paced within he limited Ominous Emernenl, r
in of all bla i this w.h+Y n shag Loh and title o 1n it lot o to a9 d A',',1; '',';'.7;„',1„",;:,"4° a, t the d p th. �bh< ud iN e mp g o 'an f ca o smm l^e lal
agencies, s w of ti, p 0er, Ine Ib meswnen to he easements Den oth ers od the io n (whirn rest s dsa b.lude the re in. n arrow a lnrou am CC a la
f sd'el10n a trip Cope• authorities ova b the eaaemvnlz thereh grhnled and reserved.
SHEET 4 OF 5 1
(10,0 ,0,000, 41100,11 hose a orn av nr8Nre a e,NrSP 0 l a 9nn47n nr PAUI I CR1PE. INC. HUMUS KO. P.I.C. 195010. -20308
1
CATE: 06-96-1917 IWO 40.11 NO 95■0 \203COVAIASUFATT \954971 USER whet
,...5..UDE sa.
s 1: or< .r<ey <slabloshed os .nown on 4. plot. between .4044 one, one 4!, 551451677 Ones 0 th. str.ef. oi.... 4 h.reto.. 401 b. 41441417
or movito.ned no bugding or structure.
4, 11 the porties In0.1o, or any of the, or the, heirs or asoIgns, sholl vOirtate or otter. to vhiot. 4.7 of Mewl 004 1, r..1,14111.6.. 5144410. Rt 4046404 h.t.m.
It s5101 be 14te1441 for the Ftomeowners Assotiotion, the Comnettee (az to molter. I. 'Mich it h. responsibility) or troy othe• parson among mot pmeerly sitooted in this subtrivivion
44 prosecute ony premeecrngs et low or in equity oga■ns1 th• perzon or persons viotolog or ott to vialote ony such covenonL ether to prevent Wm or them from dol....
or to recover damages or other dues for such violotton. or to teguire the removol of structures erected h violatmn hereof i
5. Tn... covenants ore to run wan the land. owl sholl be hindIng on oll oorlies ond o a persons cto.ing under thern unt.1 Jame, 1. 2025. al which time said covenants shall be
automatically extended lor successhe periods of ten (10) years each, unless hy a vote of o m of I then owners of Me lots h this svhdrestan rt es agreed to change (or l.rmtnote)
sold covenant. In whole or In pad, pnwided bovrever, that no chonge or termnahon of so, covononts shall effect any easement hereby created or grant. union PI persons entitled la
the 9e51e10101 use of erch easement shaft consent hereto. To right of enforcement of these ce venonts e hereby granted to the Carmel Clay 6101 Commie...on. Ile successors or aseg(s.
tn odetIon to all other pereone and oarl1. haMel th. right to th....w
6. Invalldaten of any 4,4 1. forgo., covenants. provisions. restrict... or cor.Crons by Judgmmt of ..u. ord. sb. h Ro 4 7 1 1 aft.ot °Mt ol liTe Miwr anin".... RIT'
remain In lull force and effect. ond every one of the covenants, provision.. reetrictions ond earphone contain. hereIn hereby declared la De Independent al. and severoble
horn. the rest of the some.
Dated 4h1. .1■ 4 dery of e r7.4(, 1997. STATE Or tOIDIANA
0C1.1711•7 or 4.44,43 SS:
Ovener/Developer-VALUAMS MILL, LP.
By PITTMAN PARTNERS. INC. Before m4 the undenogned Notary Pula, in and for sold County and Stote. porsonolly
General Partner appeared Steve A. Pittman. president of WILLIAMS MILL LP. and PITTMAN DEVELOPMENT
P 0 Box 554 INCORPCRATED. who ocknowledged execution of the foregoing Secondary Plat for and an
Carmel. IN 46032 behalf of acid Limited Partnership ond Corporation.
(317) 580-9693 •Ar.te
Witness my hond and Nolario1 Scot this _.c&_.._ cloy of .7:ell__ 1997.
8 r AirdleA2La----
la/gilertsere.: r
51707 1, Pittmon, Prefident Arc i. 4,r.). Notary Public
My Commission Expires- County of Residence:
Pursuant to the regiremels of Indiana Code 36-7-4 el see 44 am.
en. le MS4_ LfZE__
__4,,,A,-.
topPencnted, .04 0' Ordemce adopted by the Common Coe. 41 the 147 44
Copra Inefoe. Iles plot ea. 9104 ePpo. by the Oty of Com. as Whew
LAM SURVEYOR
90.0444 4451 447 .4 ..91...___.-.-. 1.'t? Pool I Cripe. he.
7172 CrcPorn Road
C4*114 a PLAN C0485501 Indionapolie RI 40750
(317) 842-6777
Oepargenr; Crowneltri‘Ciel
Came. h 46632
?irell
454614700 COUNTY, t.911114P
NARY L CLARK
On 12-01-1997 05 09134 9v.
PLAT 31.00
r
Rule weenly pot* 47 Elle 30. Ads ol 1181, PA. 309 Section 23.
44. aitherity of IC 36-7-3. Ns Pot set 9h20 .P.t. by lIN
aten. of Calteteiseaners .1 191 County 86.40 al metjpg
I. on 44.0 4 25 11V-- 14
i'm 1 ij:' 1. I. Al. 4 i
4
IR.. SA-v., e". V%.•
SHEET 5 OF 5
THIS INSTRUMENT PREPARED BY DENNIS K. SINGER, R.L.S. #50470. OF PAUL I. GRIPE, INC 74/170345 14111 FCC. i95o204-20306
CITV'mq0 1 F MEL
October 19, 2011 JAMES BRAINARD, MAYOR
Board of Public Works and Safety
One Civic Square
Carmel, Indiana 46032
Dear Board Members:
Mr. Marty Meisenheimer, President, Board of Directors Williams Mill Homeowners Association, has
requested the Board sign the attached Dedication of Public Right of Way documents.
These documents dedicate the streets within the Williams Mill Subdivision to the City of Carmel for
acceptance into the public inventory. The Board approved for the dedication of these streets at the
November 17, 2010 Board of Public Works meeting.
Proper submittal has been made to the Department of Engineering and the Department of Law. The
attached documents have been reviewed and approved by each department.
On behalf of the City of Carmel, I would like to thank Mr. Meisenheimer and the Williams Mill
Subdivision Homeowners Association for this dedication and recommend the Board accept and sign
these documents.
Sincerely,
7 71
Michael T. McBride, P.E.
City Engineer
MTM /drb
Enclosures
IssurappSl\ BPW11\ WILLIAMSMILLSTREETDEDICATION .DOC
DEPARTMENT OF ENGINEERING
ONE Civic SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAx 317.571.2439
E:11Ai1. enguiccr @c.irmcI.in.gr)\