HomeMy WebLinkAboutSecondary Plat_RecordedTHIS INSTRUMENT PREPARED BY: SECONDARY PLAT OF THE .COURTYARDS OF CARMEL Pc e sr,64- 3LI65-
SCHNEDIER GEOMATICS SOURCE OF TINE: LTD WARRANTY DEED 2021002964
8901 OTIS AVENUE, SUITE 100 12NDILTD WARRANTY DEED 2021002965 SECTION 3
INDIANAPOLIS, IN 46216 QUITCLAIM DEED 2021002966 2023MG539 PLAT $45.00
(317) 826-7121 03/02/2023 10:15:55A 5 PIGS DULY ENTERED FOR TAXATION
c I I
THIS INSTRUMENT PREPARED FOR:
SPOON COMMUNITIES
11555 NORTH MERIDIAN STREET. SUITE 120
CARMEL. IN 46032
(765) 513-6535
DATE PREPARED: 12/13/2021
VICINITY MAP
LEGEND
100 LOT NUMBER
B.S.L. BUILDING SETBACK LINE
r D.&U.E. DRAINAGE & UTILITY EASEMENT
D.U.&S:S.E. DRAINAGE UTILITY & SANITARY SEWER
EASEMENT
C.A. COMMON AREA
R/W RIGHT OF WAY
LM.A.E. LANDSCAPE MAINTENANCE ACCESS
EASEMENT
VAR. VARIABLE
P.P.E. PEDESTRIAN PATH EASEMENT
T.P.E. TREE PRESERVATION EASEMENT
R.L. REAR LOAD LOT
F.L. FRONT LOAD LOT
SUBDIVISION MONUMENTATION
AN AFFIDAVIT, CROSS-REFERENCED TO THIS RECORDED
PLAT, WILL BE RECORDED AFTER THE SUBDIVISION
MONUMENTATION HAS BEEN COMPLETED. PER STANDARDS
SET FORTH IN TITLE 8651AC I-12-18 SU85ECTION (b)111(2). THE
INSTALLATION OF BELOW MENTIONED MONUMENTS MAY BE
DELAYED FOR UP TO TWO YEARS FROM RECORDATION OF
PLAT,
DENOTES A 5/8"X30' REBAR WITH CAP STAMPED.'SCHNEIDER
0 - FIRM #0001"SHALL BE SET AT ALL LOT OR PARCEL CORNERS
AS DEPICTED HEREON.
DENOTES A 4'x4'xW' LONG PRECAST CONCRETE
❑ MONUMENT WITH A CROSS CAST IN THE TOP, SET FLUSH WITH
THE FINISH GRADE.
DENOTED A STREET CENTERLINE MONUMENT. EITHER A
0 "COPPERWELD'.A5/8" DIA. STEEL ROAD I2"LONG WITH
1-1 /Z' DIA. TAPERED BRASS CAP HAVING A CUT K" IN TOP,
SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2' MAG'
NAIL, TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT
(BINDER).
PART OF THE SOUTH HALF OF SECTION 19-T18N-R4ET,ini HAMILTONaCountV Recorder IN edCI to a9o( a d6C��^ 2U�a`
Recorded as Presented
IN HAMILTON COUNTY, INDIANA IIIIIIIIIIIIIIIIIilllllllllllllllllillllllllllllllllllllllllllllllllll q`a mAeditor at Namiltoa Connty
Parcel t!
NORTH
ASSUMED NORTH
GRAPHIC SCALE IN FEET
P P r u`i r£f�'i Cxpn1.'h�4 u-L4OPDn�t-£1?-88-2
A. #3-7
35
wNC
GPQ
34
33
32
31
30
28
1221123 11241125 11261127 (t28 (129 11301 131
KIPLING DRIVE
36
44
37
38
39 40C.
q116
z
45
1 46
48
47
5
�
e
�
CA.#3-5
W
O
LZ
Q
i
50
49
52 151
I MILLGATE DRIVE
T
62
61
60
59
58
=
57
56
55
1 54
53
U
p, q 7 L5 r ".y11� L S1 ilOklt ...
Pra>• caarr✓t r N odS9ns i _. J-� i I { __11ii14'V64ErA d", 22q 1 F _ __
1
I 1 11 l i l
I
\ I I
TO �-
2�, t
9 Y'
C.A.#3
106 107
105 108
104 109
103 110
102 11
101 112
C.A.i l
113
114
115
116
117
118
m
C.A.#3-3
137
138
142
143
/ 144
145
146 C.A.#3-2
147 /-
F.-
1
vMox I bay s-N a
Pc. Caswy r auK ss
msxuti�r ptt31 ao:
DOCKET N,WIBERS:
PZ-2020-00028 PUD (PUD ORDINANCE Z-656-20)
PZ-2020-00165 PP (PRIMARY PLAT)
PZ-2021-00246 SP (SECONDARY PLAT)
THE COURTYARD OF CARMEL PUD Z-656-20 LOT AND
YARD REQUIREMENTS
60- (PERIMETER LOTS ALONG NORTH
MIN. LOT WIDTH -
& EAST PROPERTY LINES)
52' (PERIMETER LOTS & INTERIOR
LOTS)
MIN. DEPTH FRONT YARD
10'
MIN. DEPTH REAR YARD
20'
MIN. DEPTH SIDE YARD
3' MIN./8' BETWEEN DETACHED
STRUCTURES
MAX LOT COVERAGE
70%
* IF WITHIN 5' SIDEYARDS/10' BETWEEN STRUCTURES,
STRUCTURE MATERIALS SHALL BE RATED PER R302 OF THE
2020 INDIANA RESIDENTIAL BUILDING CODE.
ARCHITECTURAL DESIGN STANDARDS ARE IN PUD ORDINANCE Z-656-20
THE LISTED OF APPROVED CITY COUNTY COUNCILS CONDITIONS ARE
SHOWN AS EXHIBIT "K" IN PUD ORDINANCE Z-656-20
CURVE TABLE: ALIGNMENTS
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
I DELTA
I TANGENT
C1
250.00'
43.60'
S4.25'03"W
43.54'
9'59'29"
21.85'
- ' -
C2
250,00'
41,46'
S4.39'45"W
41.41'
9'30'05"
20.78'
-__-'-
C3
150.00'
117.81',
S67.35'17"E
114.81'
45.00'00"
62.13'
C4
150.00'
117.81'
N22'35'17"W
114.81'
45'00'00"
62.13'
C5
150.00'
117.81'
N22.24'43"E
114.81'
45'00'00"
62.13'
C6 1
150.00'
109.14' 1
N65.45'21"E 1
106.75'
1 41.41'17"
57.11'
j
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
''I (
C7
10.00'
15.71'
S44'54'43"W
14,14'
90'00'00"
10.00'
------I
I-----
I
C9
10.00'
15,71'
N45.05'17"W
14.14'
90'00'00"
10.00'
1
C10
10.00'
15.71'
S44'54'43"W
14.14'
90'00'00"
10.00'
C71
10.00'
15.71'
N45'05'17"W
14.14'
90'00'00"
10.00'
---"-""--"" "--
C12
10.00'
15.71'
S44'54'43"W
14.14'
90'00'00"
10.00'
C13
10.00'
15.71'
N44'54'43"E
14.14'
90'00'00"
10,00'
C14
10.00'
15.71'
N45-0517"W
14.14'
90-00'00"
10.00,
C15
10.00'
15.71'
S45'05'17"E
14.14'
90'00'00"
10.00'
C16
10.00'
15.71'
N44'54'43"E
14.14'
90'00'00"
10.00'
C17
10.00'
15.71'
S44'54'43"W
14.14'
90'00'00"
10.00'
C18
10.00'
15.71"
S45-05'17"E
1 14.14' 1
90'00'00" 1
10.00'
K:\IND_LDEV\I70177005_Epaon-Courtyards_of,„Carmel_5ec3_CarmeUIN
1 OF 5
THIS INSTRUMENT PREPARED BY: SECONDARY PLAT OF THE COURTYARDS OF C A RM E L 2023006339 PLAT 945.00
03/02/2023 10:15:55A 5 PGS
SCHNEDIER GEOMATICS SOURCE OF TITLE: LTD WARRANTY DEED 2021002964 NORTH Ir,",TDeaver Recorder IN
8901 OTIS AVENUE, SUITE 100 (2ND)LTD WARRANTY DEED 2021002965 S E' Ti N HAM AMILTON as Presented
INDIANAPOLIS, IN 46216 QUIT CLAIM DEED 2021002966 Recorded
II as
Presented
I d
13171826-7121 PART OF THE SOUTH HALF OF SECTION 19-T18N-R4E
NW CORNER,FOUND
SE 1' B SECTION 19-naw-R4E GRAPHIC SCALE IN FEET (� 5,l�- i
THIS INSTRUMENT PREPAREFOR: TCARNE ESTATE'S D 25 SG TDD r"��
/ / IN HAMILTON COUNTY, INDIANA ° ;Av.R�,286`142
EPCON COMMUNITIES 5 8" REBAR W YELLOW CAP STAMPED "SCHNEIDER ims:rurAwf xver.a4z '
11555 NORTH MERIDIAN STREET, SUITE 120 FIRM #0001" FOUND 0.4-E FLUSH
CARMEL,IN 46032 N89°28'28"E NORTH LINE OF THE SE 1/4
p65)513-6535 29.49' SEC. 19 - TIEN - R4E N89°45'50"E 1310.67' N89°45'S0"E 1310.67
DATE PREPARED: 12/13/202149.00' W - 1109.6T
20 THEE PHESfRVA00N PfffA _ wl 20' TREE PRESEwVAIM MEA DIIFEER PAEA
m B o
AlO BIfifER AREA <
U
FOB N89'54�41:E--8-42.8T
�-M=I'W 4.i 67.29' 60.00' 60.00' 69.00' 67.00' 60.00'- 60.00' 60.00' 67.00' 60.00' 60.00, 60.06 92.58'
_h
STONE FOUND 0.1' ABOVE GRA -- ou.k.f. ^ m'D.u.WE - --
FENCE CORNER I.2'S I _ zti o.u.- ______ _ m�D.u--- ____________ _____
LOCATION OF NW CORNER, SE 1/4 L y
SECTION 19-T18N-R4E PER HAMILTON-
COUNTY SURVEYOR'S REFERENCE TIES g 35 `a 3
(SEE REPORT) 7749 s9 ft e �$ ry N F.L nF.L r F.L. �2 `^
3 120 3 121 3 122 3 123 3 124 3 125 3 126 3 127 3 128 3 129 it 130 131
N89'54'31"E 124.18' _ C Csq.ft.N 9549 sq.ft
119 7200 sq.ft. 7,200 sgft C 8280 sq.ft. 8040 sgft _ 7200 sq.ft. 7200 sgft 7200 sq ft 8040 sq ft = 7200 sq.ft. 7200 7.200
n
'•' - =b n) P o O p o P po 0
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W
fr... 2415)
R $ al
34 w
6,299 sq ft. d, l U '�
t0' B.SL. 10 B.SL ID' B.S L.
10' D.V. S£ iB O.U.ffiS.E 10 D. ASS.f.
M m Cho, 73.46' woo, 60.00' 69.00' 67.0O 60.00' 60.D0' 60.00' 67.W' 60.00' fi0.00' 60.00' 26.0T 38.90
r - N89'54'31'E 119.73'
40.0' F.L -
y- bJfEfA - � KIPLING DRIVE
O N
33 N - - N89'S4'43°E 294.00' - - - - h N8954'43°E 38263' - - - N89'S4'43°E 142.00'
6.226 sq.ft. I /
'',� G '\112.00' IV U.E. 110.00' ) 9 C' y1, /L06' IV U E. 54.00' 54.00' 10' D.E. 131,63 S)J � I. ` 5^ I/V D. 1106 00' � _ _
G.A. #3-7 I `' I-lID' DSE F - / -.
O 25,20 sq ft F.L oa -r I / /
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o 6229 sgAt - o a C.A.#3-4 vl
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s yr i,N 1,0L0. ` N89'S431`E 119.80' 6z'k(x 8,153 sq.ft.„ to �I :.,,_.,7 (D # ; 3
r.n n - cmr s e N89'S4 43 E 120.00' /
o _�
N895443"E 122D0' $ 9 46 C 47 ^ / / 227.15'
o F.L 0 9699 sq.ft iu 480 sq.ft. - 6480 haft. -^,co / /N89'S4'43"E 119.97'
31 F.L - _-S8 'S4 'W 141.61- / I
z z /
6,231 sq.n. M 8 37 0 l 43
N89'S431 E 119.85' N I r" 6,344 sq ft. in 6,2410 sq ft. 57 /w / / o 106 I m
tr :u Fr-as;a.a; 'n -- __-_---_-f/uJ 6,958 sq.ft. I 1
F n
a o N89S443 E922.00' N89'54'43"E 120.00' 81.00' 1N DllkE. 54.00' a4.W' i /
F.L o m I S89'54'43"W 189.00j
$ 30 N EL F.L Z o / (,PSE'�QPNy .lpp / m S8954'43'W 11T97' g j
6,233 sq ft. O a
t.
38 al 42 $ M / / / NJ�ECE.Goo,ePGi w b h �I llJ
N89'1431`E 111,11' 1 6,344 sq fF N 6,240 sq.ft. p w �- / / SN'\SS\G `'�'RCOE`�/ / 0 105 12 p-I W
6,478 sq.ft. T
0o O $ N89'5443"E 122.00JZI N89'54'43'E 120.00' in /I p\N>oW# NP.co C.A 3 5 /L EL LN-I 36369 .ft' \C\�\% / N89'S4'43`E 202.00' a N89'54'43`E 119.17' LLI
6 236 sq.ft. O `4 N
39LuugAE
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N m N89'54'43'E 72200' o 6,478 sq.tt. <
1,18 4 - 0.00' I N 9�54`43'E 128.63' $ N N o 1189'54'43'E 119.97' I
4048' 9,909$q.ff. 69540sq ff- h / / / / 1/ ^ 8,040 sq.ft. 3 6,460 sq.ft. 9,6999 q.fi. P-L ^ g I
a
N88°09'46"W / a / a o 103
C.A.#3-6� (Ao--;:=eza.r o n."._ _. 6,a76 sq.a. I
A 39"24'S 6P BSK m S2.O3N8954'43"E 122.00'/ 13,908�sGft. I^ / S 52 H o i iuPr' - ':z m= Ra•r.
R 151.0 ' Qo�E e b <I S89°54 4,3- / �Lu. E r 9240 Rgrt. b= 1
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1 5, / I N89'54'43 E 119.9T
T=54.08 A=90°00'00" - T _ -- -- _ / 214.00' 1p u./ y y0, 178.63 67.00' S4.00^o00 u.xs f. 71.00' h, F.L w
A=27'29'59' e °j ' a
R=99.00' R=18.00' N00*05"17 s °^ 02 $ I
L=28.2T, 52.00 / sale:art
L=47.52', d=101°55'29" / _ _ - _ _ _ MILIGATE DRIVE N895a'43E uss7 m
T=18.000 / N89'54'43"E 235.OW - - N89'54'43°E 382.63' - -
T=24.225 R=18.00' /
L=32.02' N89°54'4V'E / I
T=22'198. 15.0 / c
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7.534 sq.ft o 5,940 sq.ft, - 5,940 sq.ft o 5,940 sq.ft Pk 6,380 sgft, $ 3,960 sq.ft. 6,380 sq.ft :p 5,940 sq.ft. P 5,940 M.ft P 5,940 sq.ft. a 8,682 sq.ftm R a 17998'
N00'0 17"W W
$2.00' o D'6SL -- o•esl. 36.0501
- 7"E
59.31' 54.00' S4.00' S4.00'8.00' 36.00' 58.00' S4.00' S4.00' 54.00' 69.31' s'^ 0_90'00 00 a
4=90'00'00° S89°54'43"W 604.63' -
-GPSE PN LQo `_' R=10.00'.-arstacN,x:oz�ca+
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T 10.000
KAIND-LDEV\170177005_Epcon_Courtyord of_Cormel Seca Carmel IN 2 OF 5
SE
THIS INSTRUMENT PREPARED BY:
SCHNEDIER GEOMATICS
SOURCE OF TITLE: LTD WARRANTY DEED 2021002964
8901 OTIS AVENUE, SUITE 100
(2ND)LTD WARRANTY DEED 2021002965
INDIANAPOLIS, IN 46216
QUIT CLAIM DEED 2021002966
(317) 826-7121
THIS INSTRUMENT PREPARED FOR:
EPCgN COMMUNITIES
11555 NORTH MERIDIAN STREET, SUITE 120
CARMEL, IN 46032
(765) 513-6535
DATE PREPARED: 12/13/2021
NDARY PLAT OF THE COURTYARDS OF CARMEL
SECTION 3
PART OF THE SOUTH HALF OF SECTION 19-T1 8N-R4E
IN HAMILTON COUNTY, INDIANA
r: .;. 0 TER f5TATES, ECPON 7
P"IsIc. 7 2 Ni
AT CA3h ii. 11,0E 711
20' R,EE WESERVA¶CN AREA
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bJEFER A6EA a
60,00' 60.00' 60.00' 9258' /
W DA.k.E. 20' oUAE. /
S o C.A.#3-3
o r f.L 102,365 sq.ft.-
128 3 129 i 130 131 kP;muE".E.
7.200 sq.ft. 7,200 sq.ft. = 7,200 sq.ft. 0 9,549 sq.ft. / \NE EpGOybPp pGE,1 o:
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I,MUMENT 0921931
P4
GRAPHIC SCALE IN FEET
0 25 50 100
202300235 PLAT
$45,00
03/02/2023 10:10o55R 5 PGS Trinl BeaveHAMILTONr
Recorded
a"Ity Recorder IN
IIuIIIIIIIIIIIIIIIIIIIIIIII'IIIuIIIIIIIII�III�IIIIIIIIIIIIIIIIIIIII
3OF5
SE
THIS INSTRUMENT PREPARED BY:
SCHNEDIER GEOMATICS
SOURCE Of TITLE: LTD WARRANTY DEED 2021002964
8901 OTIS AVENUE, SUITE 100
(2ND)LTD WARRANTY DEED 2021002965
INDIANAPOLIS, IN 46216
QUITCLAIM DEED 2021OD2966
(317) 826-7121
THIS INSTRUMENT PREPARED FOR:
EPCON COMMUNNIES
11555 NORTH MERIDIAN STREET, SUITE
120
CARMEL, IN 46032
(765) 513-6535
--'
DATE PREPARED: 12/13/2021
W
=
53
8,682 sq.fLm
NR
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NDARY PLAT OF'THE COURTYARDS OF
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o
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S
�
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4 9j
ELI
N895443 E 119.97'
115.98'
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36.50{
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I i -
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Pul CAKI 6. RIvf 260
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I
PART OF THE SOUTH HALF OF SECTION 19-T18N-R4E
IN HAMILTON COUNTY, INDIANA
SEE SHEET 3
i I Iz ° Ilu.ou ao. o
6M2EgIt. I �B
N69'54'43 E 120.03' � SMOKEY_RIDGE LANE _ _
240.00' - g N8954'43"E 186.00
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8,820 ELM.
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a ITATE
r54'43"E 120.02'
WI
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hI
113
=
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I
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114
pl
6,481 sq.ft.
I
489'54'431 120,03'
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00
00
I
L
o l
115
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N8954'43'E 120.03'
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6,482 sq..
fl
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N8954b43 E 120.03'
S-I
117
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34 107.41' ec Rn'ARDS OF CARIJEL SECTION I
41 59 FLAT CAWNET S. SLIDE 205
INSSPy'!IAENI 12021GSEA4I
!I I I
RMEL pc- u 5uJ- 3(-v5-
2023006539 PLAT $45.00
03/02/2023 10:15:5514 5 PGS
Trini Beaver
HAMILTON County Recorder IN
Recorded as Presented
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
NORTH
GRAPHIC SCALE IN FEET
0�2�5 50 100
K:\IND-LDEV\170177005_EpcWI_CWrtyardS_oL_CormeLSec3_CameL_IN
IN
4OF5
THIS INSTRUMENT PREPARED BY'ZACob Shirinewlaa SECONDARY PLAT OF THE COURTYARDS OF CARMEL
S901 OTI AVENUE,
SOURCE OF TITLE: LID WARRANTY DEED DEED
02964
20210 SECTION 3
8901 OT6 AVENUE, SUITE 100 (2ND)LiD WARRANTY DEED 2021002965 •�
INDIANAPOLIS, IN 46216 QUIT CLAIM DEED 2021002966 2023606536 PLAT S45.00 PC,
(317)826-7121 Trini/Beaver
0. 15.55H 5 P66 LW
PART OF THE SOUTH HALF OF SECTION 19-T18N-R4E HAMILTON CouPresententy corder IN
Recorded asTHIS INSTRUMENT PREPARED FOR:
EPCON COMMUNITIES IN HAMILTON COUNTY, INDIANA IIIIIIIIIIIIIIIIIIilllllllllllilllllllllllllllllllllllllllll
11555 NORTH MERIDIAN STREET. SUITE 120
CARMEL IN 46032
(765) 513-6535 CERTIFICATE OF PLAN COMMISSION:
DATE PREPARED: 12/13/2721
UNDER THE AUTHORITY PROVIDED BY INDIANA CODE 36-7-4-10, AND ENACTED BY THE
GENERAL ASSEMBLY OF THE STATE OF INDIANA, AND ALL ACTS AMENDATORY OR
LAND DESCRIPTION SUPPLEMENTARY THERETO, AND AN ORDINANCE ADOPTED BY THE COMMON COUNCIL OF DEED OF DEDICATION:
THE CITY OF CARMEL, INDIANA. THIS PLAT WAS GIVEN APPROVAL BY THE CITY OF CARMEL AS
FOLLOWS; WE THE UNDERSIGNED, EPCON CARMEL, LLC, BEING THE OWNERS OF THE REAL ESTATE SHOWN
AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND
COURTYARDS OF CARMEL GRANTED ADMINISTRATIVE APPROVAL BY THE DEPARTMENT OF COMMUNITY SERVICES SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE, SAID REAL ESTATE IN
SECTION 3 POUIRS41 TkARTICLE A OF THE CARMEL/CLAY PLAN COMMISSION'S RULES OF PROCEDURE ACCORDANCE WITH THE WITHIN PLAT.
F
0
PART OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 18 NORTH AND RANGE 4 EAST IN HAMILTON COUNTY,
INDIANA.
BEGINNING AT A STONE FOUND ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 1.9; THENCE
NORTH 89 DEGREES 28 MINUTES 28 SECONDS EAST ALONG SAID LINE 29.49TO A STONE WHICH LIES 0.4 FEET WEST OF
A 5/8" REBAR WITH YELLOW CAP STAMPED"SCHNEIDER FIRM #0001, SAID POINT ALSO BEING THE SOUTHWEST
CORNER OF FOSTER ESTATES, SECTION 8, RECORDED AS INSTRUMENT NUMBER 9864442, IN PLAT CABINET 2, SLIDE 190,
IN THE OFFICE OF THE RECORDER FOR HAMILTON COUNTY. INDIANA; THENCE NORTH 89 DEGREES 45 MINUTES 50
SECONDS EAST ALONG THE SOUTH LINE OF SAID FOSTER ESTATES 1,310.67 FEET TO THE NORTHWEST CORNER OF
SMOKEY RIDGE, SECTION FOUR, RECORDED AS INSTRUMENT NUMBER 8921931, IN PLAT CABINET 1, SLIDE 54, IN SAID
RECORDER'S OFFICE; THENCE SOUTH 00 DEGREES 05 MINUTES 17 SECONDS EAST ALONG THE WEST LINE OF SAID
SMOKEY RIDGE 1,212.36 FEET; THENCE SOUTH 89 DEGREES 54 MINUTES 43 SECONDS WEST 71.22 FEET; THENCE SOUTH
57 DEGREES 35 MINUTES 38 SECONDS WEST 115.74; THENCE NORTH 90 DEGREES DO MINUTES 00 SECONDS WEST 107Al
FEET; THENCE SOUTH 76 DEGREES 34 MINUTES 29 SECONDS WEST 41.59 TO THE SOUTHEAST CORNER OF COURTYARDS
OF CARMEL, SECTION 2, RECORDED AS INSTRUMENT NUMBER 2022023864, IN PLAT CABINET 6, SLIDE 2601N SAID
RECORDER'S OFFICE, THE FOLLOWING TWENTY (20) COURSES BEING ON AND ALONG SAID BOUNDARY; 1) THENCE
NORTH 03 DEGREES 46 MINUTES 46 SECONDS WEST 120.62 FEET; 2) THENCE NORTH 05 DEGREES 57 MINUTES 59
SECONDS WEST 52.05 FEET; 3) THENCE NORTH 00 DEGREES 05 MINUTES 17 SECONDS WEST 119.85 FEET; 4) THENCE
SOUTH 89 DEGREES 54 MINUTES 43 SECONDS WEST 2.03 FEET; 5) THENCE NORTH 00 DEGREES 05 MINUTES 11 SECONDS
WEST 348.50 FEET; 6) THENCE SOUTH 89 DEGREES 54 MINUTES 43 SECONDS WEST 171.98 FEET; 7) THENCE SOUTH 00
DEGREES 05 MINUTES 17 SECONDS EAST 36.50 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A RADIUS OF 10.00
FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 89 DEGREES 54 MINUTES 43 SECONDS WEST, 8) THENCE ALONG SAID
CURVE AN ARC DISTANCE OF 15.71 FEET TO A POINT WHICH BEARS SOUTH 00 DEGREES 05 MINUTES 17 SECONDS EAST
FROM SAID RADIUS POINT; 9) THENCE SOUTH 89 DEGREES 54 MINUTES 43 SECONDS WEST 604.63 FEET TO A POINT ON
A CURVE TO THE RIGHT HAVING A RADIUS OF 10,00 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 00 DEGREES 05
MINUTES 17 SECONDS WEST; 10) THENCE ALONG SAID CURVE AN ARC DISTANCE OF 15.71 FEET TO A POINT WHICH
BEARS SOUTH 89 DEGREES 54 MINUTES 43 SECONDS WEST FROM SAID RADIUS POINT; I I I THENCE NORTH 00 DEGREES
'05 MINUTES 17 SECONDS WEST 82.00 FEET TO A POINT ON A CURVE TO THE RIGHT HAVING A RADIUS OF 18.00 FEET,
THE RADIUS POINT OF WHICH BEARS NORTH 89 DEGREES 54 MINUTES 43 SECONDS EAST 18.00 FEET; 12) THENCE
ALONG SAID CURVE AN ARC DISTANCE OF 28.27 FEET TO A POINT WHICH BEARS NORTH 00 DEGREES 05 MINUTES 17
SECONDS WEST FROM SAID RADIUS POINT; 13) THENCE NORTH 89 DEGREES 54 MINUTES 43 SECONDS EAST 15.00 FEET;
14) THENCE NORTH 00 DEGREES 05 MINUTES 17 SECONDS WEST 5200 FEET; 15) THENCE SOUTH 89 DEGREES 54
MINUTES 43 SECONDS WEST 15.00 FEET TO A POINT ON A CURVE TO THE RIGHT HAVING A RADIUS OF 18.00 FEET, THE
RADIUS POINT OF WHICH BEARS NORTH 00 DEGREES 05 MINUTES 17 SECONDS WEST: 16) THENCE ALONG SAID CURVE
AN ARC DISTANCE OF 28.27 FEET TO A POINT WHICH BEARS SOUTH 89 DEGREES 54 MINUTES 43 SECONDS WEST FROM
SAID RADIUS POINT; 17) THENCE NORTH 88 DEGREES 09 MINUTES 46 SECONDS WEST 52.03 FEET TO A POINT ON A
CURVE TO THE LEFT HAVING A RADIUS OF 18.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 89 DEGREES 54
MINUTES 43 SECONDS WEST: 18) THENCE ALONG SAID CURVE AN ARC DISTANCE OF 32.02 FEET TO A POINT WHICH
BEARS SOUTH I DEGREES 50 MINUTES 12 SECONDS WEST FROM SAID RADIUS POINT, SAID POINT ALSO BEING A POINT
ON A CURVE TO THE RIGHT HAVING A RADIUS OF 99.00 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 11 DEGREES
50 MINUTES 12 SECONDS EAST; 19) THENCE ALONG SAID CURVE AN ARC DISTANCE OF 47.52 FEET TO A POINT WHICH
BEARS SOUTH 39 DEGREES 20 MINUTES 11 SECONDS WEST FROM SAID RADIUS POINT, SAID POINT ALSO BEING ON A
REVERSE CURVE TO THE LEFT HAVING A RADIUS] 51.00 FEET, THE RADIUS POINT OF WHICH BEARS SOUTH 39 DEGREES
20 MINUTES 11 SECONDS WEST; 201 THENCE ALONG SAID CURVE AN ARC DISTANCE OF 103.87 FEET TO A POINT
WHICH BEARS NORTH 00 DEGREES 04 MINUTES 41 SECONDS WEST FROM SAID RADIUS POINT, TO A POINT ON THE EAST
LINE OF YORKTOWN WOODS RECORDED AS INSTRUMENT NUMBER 200600017282, IN PLAT CABINET 4, SLIDE 48 OF THE
AFORESAID RECORDER'S OFFICE; THENCE NORTH 00 DEGREES 01 MINUTES 49 SECONDS WEST 467.17 FEET TO THE
POINT OF BEGINNING. CONTAINING 24.27 ACRES, MORE OR LESS.
THIS SUBDIVISION CONSISTS OF 83 LOTS AND 8 COMMON AREAS LABELED AS "3-1 ""3-8!', AND SHALL BE KNOWN AND
DESIGNATED AS THE COURTYARDS OF CARMEL, SECTION 3. ALL RIGHTS -OF -WAY SHOWN. AND NOT HERETOFORE
DEDICATED ARE HEREBY DEDICATED TO THE PUBLIC.
THE SIZE OF THE LOTS AND WIDTHS OF STREETS AND EASEMENTS ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF.
SURVEYOR'S CERTIFICATE
I, THE UNDERSIGNED, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR, LICENSED IN
COMPLIANCE WITH THE LAWS OF THE STATE OF INDIANA AND THAT THE WITHIN PLAT REPRESENTS A
SUBDIVISION OF THE LANDS SURVEYED WITHIN THE CROSS-REFERENCED SURVEY PLAT, AND AS EXCEPT AS
NOTED, THERE HAS BEEN NO CHANGE FROM THE MATTERS OF SURVEY REVEALED BY THE
CROSS-REFERENCED SURVEY ON ANY LINES THAT ARE COMMON WITH THE NEW SUBDIVISION. I FURTHER
CERTIFY THAT THE SAID SUBDIVISION WAS PLATTED UNDER MY DIRECT SUPERVISION AND CONTROL AND IS
TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
WITNESS MY SIGNATURE THIS 1 Sth DAY OF December, 2022,
WITHIN
';
THE PLAT WAS PREPARED BY:
_.C/U4' @:•,
4a.
JACOB SHINNEMAN
REGISTERED LAND SURVEYOR
INDIANA - #22100006
mn
EMAIL ADDRESS: JSHINNEMAN@SCHNEIDERGEOMATICS.COM
REDACTION STATEMENT:
"I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TAKEN REASONABLE CARE TO REDACT
EACH SOCIAL SECURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW."-JACOB M. SHINNEMAN
_' "1
BY:
MICHAEL P. H IBAUG , DI
DEPARTMENT COMMUN ERVICES
CARMEL, INDIANA
BOARD OF PUBLIC WORKS AND SAFETY
THIS PLAT WAS.APPROVED BY THE BOARD OF PUBLIC WORKS AND SAFETY OF THE CITY OF
COMMON AREA INSPECTIONS:
Before the developer transfers control of the owners' associatipn under the Declaration of Covenants
to the property owners, including control of a board of directors or other means of representation, the
developer shall arrange for an inspection of all improvements not located on a platted lot or forwhich
the owners' association has maintenance responsibility (a "Common Area Improvement"), including
street trees. Please refer to and also see UDO Section 7.20 for more details:
https://www.cormel.in.gov/department-services/community-services-planning-and-zoning-/codes-ordinances
THE SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS THE COURTYARDS OF CARMEL-SECTION 3,
AN ADDITION IN HAMILTON COUNTY, INDIANA. ALL STREETS SHOWN ON THIS PLAT ARE
HERETOFORE DEDICATED TO THE PUBLIC.
TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN DECLARATION OF COVENANTS
AND RESTRICTIONS OF THE COURTYARDS OF CARMEL DATED 11119/2021, RECORDED AS
INSTRUMENT NO.2021083635, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY,
INDIANA, AS THE SAME MAYBE AMENDED OR SUPPLEMENTED. SUCH DECLARATION AND
SUPPLEMENTARY DECLARATIONS AND THE COVENANTS AND RESTRICTIONS SET FORTH
THEREIN RUN WITH THE LAND DESCRIBED HEREON AND ARE INCORPORATED HEREIN BY
REFERENCE. EACH OWNER OF A LOT DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT
SUBJECT TO THE TERMS AND CONDITIONS OF SUCH DECLARATION.
WITNESS BY SIGNATURE THIS ,� DAY OF f4W`ADYj_TA1'3
OWNER/DEVELOPER:
EPCON CARMEL, LLC
NAME: \I L
nJ l I-D
(PRINTED)
TITLE: \0GSIOyri-r-
STATE Of III WR(._ I
I SS:
Alht IIA-COUNTY )
BEFORE ME THE UND RSIGNED NOTARY PUBLIC, IN AND FOR THE COUNTY AND STATE, PERSONALLY APPEARED
eb W AND ACKNOWLEDGED THE EXECUTION OF THE FORGOING INSTRUMENT AS THEIR
VOL NTARY ACT AND DEED.
WITNESS MY HAND AND NOTARY SEAL THIS in DAY OF T44Y4 , 2022.
SIGNATURE: 4%I`k8 _Ajz PRINTED NAME:. �q({•>q ayes
nQ MY COMMISSION EXPIRES: .1Y (sa COUNTY OF RESIDENCE: pY10Yl
K:VND_LDEVV 70177005_EpcorrCourtyards_of_Carmel_Sec3_Carrnel_IN
5OF5