HomeMy WebLinkAbout_PlatSurveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
Owner/Subdivider:
MOHAWK WB, LLC
941 North Meridian St.
Indianapolis, Indiana 46204
Contact: Corey Williams
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 174040019 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures = 10'
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project.
Lot Type B/F (Townhomes)
(lots 4-33, 58-69, 89-121, 179-215)
Min. lot area - 1,000 sq.ft.
Min. width - 16'
Min. width at right-of-way - 14'
Min. front setback - 5'
Min. side setback - 5'
Min. rear setback - 10'
GRAMERCY
SECTION ONE
Lot TypeC SECONDARY PLAT
(lots 2-3, 45-57, 70-83, 126-141, 227-239)
Min. lot area - 1,600 sq.ft. (PART OF THE N.
Min. width - 28'
Min. width at right-of-way - 25'
Min. front setback - 5'
Min. side setback - 3'
Min. rear setback - 5'
Lot Type D
(lots 1, 34-44, 84-88, 151-178, 222-226)
Min. lot area - 2,000 sq.ft.
Min. width - 3 F
Min. width at right-of-way - 15'
Min. front setback - 5'
Min. side setback - 3'
Min. rear setback - 5'
FLOOD STATEMENT
SEC. 31, TI8N, R4E, HAMILTON CO., IN)
NO PORTION OF THIS SITE LIES WITHIN A ZONE "X" (500 YEAR
FLOODPLAIN) OR ZONE "A" SCALED PER FIRM MAPS
18057CO226G AND 18057CO228G BOTH DATED NOV. 19, 2014..
BASED ON THE FEMA BASE FLOOD ELEVATION FOR THIS
AREA, THERE WILL BE NO POTENTIAL FLOODING OF THIS
PROPERTY VIA OUTFALL OR STORM PIPING SYSTEMS.
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 865 IAC 1-12-18 SUBSECTION (b)(1)(2). THE
INSTALLATION OF BELOW MENTIONED MONUMENTS MAY BE DELAYED FOR UP
TO TWO YEARS FROM RECORDATION OF PLAT.
A 5/8"00" REBAR WITH CAP STAMPED "S&A FIRM #0008" SHALL BE SET AT ALL
LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES
AND THE INTERSECTION OF LINES.
O DENOTES A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008".
❑ DENOTES A 4"x4"06" LONG PRECAST CONCRETE MONUMENT WITH A CROSS
CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES A STREET CENTERLINE MONUMENT. EITHER A "COPPERWELD", A 518"
DIA. STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT
"X" IN TOP, SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2" MAG NAIL,
TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER).
GRAPHIC SCALE
200' 0 100' 200'
( IN FEET )
1" = 200 FT
Sheet 3
Sheet 4
Sheet 5
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Sheet 7
LEGEND
BLOCK"B" 57
69
LOT NUMBER Sheet 6
50SB.L.
g58ft
BUILDING LINE
46
48
C.A.#3
3
D.&U.E.
DRAINAGE & UTILITY EASEMENT
BLocK"c'
~
C.A.#2
2
DRAINAGE UTILITY & SANITARY SEWER
1
D.U.&S.S.E.
ALLE
EASEMENT
I.E.E.
INGRESS/EGRESS EASEMENT
C.A.
COMMON AREA
R/W
RIGHT OF WAY
C.A.#1
LANDSCAPE MAINTENANCE ACCESS
Sheet 8
L.M.A.E.
EASEMENT
S.L.E.
SIGHT LINE EASEMENT
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
D Ot, S•,,'��
o : 900012 •.�
STATE OF
/NDI
"iII1111110%
JOB No. 65840BKM-S 1
SHEET 1 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
Owner/Subdivider:
MOHAWK WB, LLC
941 North Meridian St.
Indianapolis, Indiana 46204
Contact: Corey Williams
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 174040019 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures = 10'
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project.
GRAMERCY
SECTION ONE
SECONDARY PLAT
(PART OF THE N. % SEC. 31, T18N, R4E, HAMILTON CO., IN)
Curve Table: Alignments
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
DELTA
C1
200.00'
219.02'
121.95'
208.24'
6�
C2
200.00'
160.59'
84.90'
156.31'
6
C3
200.00'
40.01'
20.07'
39.94'
6
C4
750.00'
255.99'
129.25'
254.75'
6
C5
150.00'
115.18'
60.60'
112.37'
1
C6
85.00'
117.85'
70.62'
108.64'
1
C7
250.00'
118.93'
60.6E
117.81'
1
C8
25.50'
18.09,
9.45'
17.72'
1
C9
20.00'
18.57'
10.01,
17.91'
1
CIO
200.00'
95.14'
48.49'
94.25'
1
C11
200.00'
72.03'
36.41'
71.64'
6�
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD BEARING
CHORD
DELTA
C12
22.56'
245.00'
11.29'
1 ®
22.55'
C13
26.63'
245.00'
13.33'
1
26.6F
C 14
16.79'
245.00'
8.40'
1 ®
16.79'
C15
19.66'
245.00'
9.84'
1
19.65'
C18
16.41'
245.00'
8.21'
1 ®
16.41'
C19
26.34'
245.00'
13.18'
1
26.33'
C20
26.47'
245.00'
13.25'
1
26.45'
C21
16.62'
245.00'
8.3 F
1
16.61'
C22
22.20'
245.00'
11.11,
1
22.19'
C23
24.24'
245.00'
12.13'
1
24.23'
C24
10.81'
245.00'
5.41'
1 ®
10.81,
C25
3.33'
155.00'
1.67'
1
3.33'
C26
16.35'
155.00'
8.18'
1 ®
16.34'
C27
48.18'
155.00'
24.28'
1
47.98'
C28
47.37'
155.00'
23.87'
6
47.19'
C29
9.23'
155.00'
4.62'
6
9.23'
C30
23.56'
15.00'
15.00'
6
21.2F
C31
59.52'
120.00'
30.38'
6
58.91'
C32
32.70'
95.50'
16.5 F
1
32.54'
C33
28.77'
95.50'
14.50'
6
28.66'
C34
27.42'
95.50'
13.80'
6
27.33'
C35
23.75'
95.50'
11.94'
6
23.69'
LLLL=
C36
16.36'
95.50'
8.20'
6
16.34'
FTTFI Ii
C37
3.41'
89.59,
1.71'
6
3.41'
C38
1.88'
260.50'
0.94'
6
1.88'
C39
29.02'
260.50'
14.52'
6
29.00'
C40
33.96'
260.50'
17.00'
1 ®
33.94'
C41
3.03'
15.00'
1.52'
6
3.02'
C42
7.50'
15.00'
3.83'
6
7.42'
1 1 1111 IN I
C46
19.11,
14.50'
11.23'
1
17.76'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD BEARING
CHORD
DELTA
C47
18.42'
14.50'
10.69'
6
17.21'
C48
15.7 F
10.00,
10.00,
6
14.14'
C49
15.71'
10.00,
10.00,
6
14.14'
C50
33.20'
15.00,
29.96'
1
26.83'
C51
24.99'
10.00,
30.05'
6 ®
18.98'
C52
35.47'
239.50'
17.77'
1
35.44'
C53
36.44'
239.50'
18.26'
1
36.41'
C54
36.44'
239.50'
18.26'
1
36.41'
C55
5.58'
239.50'
2.79'
1
5.58'
C56
1.83'
74.29'
0.92'
6
1.83'
C57
101.46'
74.50'
60.36'
6
93.80'
C58
11.52'
230.00'
5.76'
6
11.51'
C59
26.63'
230.00'
13.33'
6
26.62'
C60
26.27'
230.00'
13.15'
6
26.26'
C61
26.37'
230.00'
13.20'
6
26.36'
C62
18.62'
230.00'
9.31'
6
18.61'
C64
72.02'
180.00,
36.50'
1
71.54'
C65
21.41'
19.50'
11.93'
1
20.35'
C66
12.76'
245.00'
6.38'
6
12.76'
C67
15.37'
10.00,
9.67'
1
13.90'
C68
17.33'
30.50'
8.91,
1
17.10'
C69
9.95'
30.50'
5.02'
1
9.90,
C70
11.60'
146.90'
5.80,
1
11.60'
C71
68.18'
189.50'
34.46'
1
67.82'
C72
130.54'
170.00'
68.68'
6
127.35'
C73
23.56'
15.00,
15.00,
6
21.2F
C74
31.00'
155.00'
15.55'
6
30.95'
1 11111 IN I
C75
181.98'
705.00'
91.50'
6
181.48'
C76
5.10'
14.50'
2.58'
6
5.08'
C77
13.6 F
180.00'
6.8 F
6
13.60'
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
D04
STER 4f%i
No.
900012
STATE OF '
�NDIANP:�Q`�.�.
"Wili1nu01"
JOB No. 65840BKM-S 1
SHEET 2 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
Owner/Subdivider:
MOHAWK WB, LLC
941 North Meridian St.
Indianapolis, Indiana 46204
Contact: Corey Williams
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 174040019 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures = 10'
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project.
G7
GRAPHIC SCALE
50' 0 25' 50'
( IN FEET )
V=50FT
GRAMERCY
SECTION ONE
SECONDARY PLAT
(PART OF THE N. % SEC. 31, TI8N, R4E, HAMILTON CO., IN)
SEE SHEET 4
TI SN--R4E
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
A T T,
No.
900012
? STATE OF
,,,1mm�m�"���
Cor., N. W.114
31-T18N-R4E
d Haa son Mom.
e4
fC.S. Ties
x
North Line, N.E. UA
JOB No. 65840BKM-S 1
SHEET 3 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
Owner/Subdivider:
MOHAWK WB, LLC
941 North Meridian St.
Indianapolis, Indiana 46204
Contact: Corey Williams
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 174040019 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures = 10'
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project.
GRAPHIC SCALE
50' 0 25' 50'
( IN FEET )
V=50FT
MEM
GRAMERCY
SECTION ONE
SECONDARY PLAT
(PART OF THE N. % SEC. 31, TI8N, R4E, HAMILTON CO., IN)
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
`"tILuiiu1111"
04,
a No. '°;g
900012
STATE OF
........... '`E�o,.
SEE SHEET 5
JOB No. 65840BKM-S 1
SHEET 4 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
Owner/Subdivider:
MOHAWK WB, LLC
941 North Meridian St.
Indianapolis, Indiana 46204
Contact: Corey Williams
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 174040019 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures = 10'
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project.
GRAPHIC SCALE
50' 0 25' 50'
( IN FEET )
1"=50FT
GRAMERCY
SECTION ONE
``0rtu n 1O qqI"�,i
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SECONDARY PLAT.............RFo•• -:
a No.
(PART OF THE N. % SEC. 31, TI8N, R4E, HAMILTON CO., IN) = 900012
STATE OF '
/NDIANP.•�Q`.�c
38 R=14.50'Registered Land Surveyor
L=3.66', SEE SHEET 4 No. 900012
T=1.842
W
1 EEEE==(45.75' 6 1 d
23.87' 21.00' w
6� z
C.A.#7 12.71' x
719 sq.ft.
69.79' 1
N VAR. D.U.S. ti� a 67.00'
55.75' WT.MAF
ALLEY D c� N
1® M 33 M
26.25' 126.50' 100.25' N 1,764 sq.ft. N
673 s 1
<v 55.75' VAIj. D.U.S.
&L.M.A.E. 42 M 32 M
1 =" ® 1,094 sq.ft. o
34
ai 2,230 sq.ft. ai ai
�N M_ 31 N
"6- 1,772 sq.ft. "
U I
1
1�®
35 M 30 M
2,230 sq.ft. K N 1,836 sq.ft. U
I EE=Q ® 1
29 d A=62°44'37"
1,205 sq.ft. ' R=165.00'
36
a 2,230 sq.ft. I ® ® v
31' D.U. � T=100.605
28
.a 2,693 sq.ft. N
5 �
so 37 ai
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m c., 2,230 sq.ft.
VAR. D.U.S.
L.M.A.E.
C.A. #6
38 s 2,196 sq.ft. 27
A
>� 2,230 sq.ft. n6, "a 3 1,884 sq.ft.
1�®�26 �f9
6
19.13' I � � 6 1,114 sq.ft
26.25'
8
39 C5'
r 2,230 sq.ft. r W A q9 6 25 �o
a 1,768 sq.ft.
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24 �2r
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2,230 sq.ft. 86 232��
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2,230� ft. C.A.#4 �� 6 2,434sq.ft. S 9,
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VAR,
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2,188 sq.ft. 4' q
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63q, 6
2,230 sq.ft. 7y �� 90
1 ® ` 118.93' 64I
1 ® ® 16.78' C52 102.15' C4p S�Z.~^�
25.1 ' 28. 5' .97' 35.4 ' C53
43 5'B.L. 3644'
7 2,230 sq.ft. m 31' D.U. 3 CS4o4 I63
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21.E.E. 51 52 53 ss8'z BL 2634. b:� z633
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44 2,096 sq.ft. 55 &L ��. �� 3• S'B
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VAR. D.U.&SS.E.&I.E.E. � C77
65.11' ,, j U. 51.52' 13.6 C64
5' B.L.
SEE SHEET 6
JOB No. 65840BICM-S 1
SHEET 5 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
Owner/Subdivider:
MOHAWK WB, LLC
941 North Meridian St.
Indianapolis, Indiana 46204
Contact: Corey Williams
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 174040019 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures = 10'
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project.
I111,,I1I1II111M
1 11
GRAPHIC SCALE
50' 0 25' 50'
( IN FEET )
1"=50FT
GRAMERCY
SECTION ONE
SECONDARY PLAT
(PART OF THE N. % SEC. 31, T18N, R4E, HAMILTON CO., IN)
2,716 sq.ft. °p
a 1®
26.25' 100.25'BLOCK''
1,912 sq.ft.
VAR. D.U.&S.S.E,
65.11'
45
M 2,160sq.ft.
1
8
n�lnms ml�nln
47
SEE SHEET 5
e
�-3515' B.L. /
.T 17.2 ' 1. F
C59
C60
62.91' J C10
95.14'
C77
51.52' 13. C64
5
'2
50 .02,
N
2,158sq.ft. M
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
►►►►11111114q11
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900012
STATE OF '
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"1na'n l nu►o►
2,082s.ft. 4 °S
516 d p 6
q 6 JIFF \3 g ��U
2 16
b
C61 I S/gL b 2I3. I l 633,
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b ` b, 4
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1,898 sq.ft.
C.A.#3
21'I.E.E.
13,172 sq.ft.
VAR. D.U.S.
1 ® ®
_
&L.M.A.E.&
48 M
P.A.E.
N 1,898 sq.ft. N
h44'
6� 1�
1 1
3.99' 65.50'
6 o^ yy
16.44'
2I.
1 tA� FF
21.00' 6
A=99°29'42" ALLEY H
R=19.50'
L=33.86', �� e
T=23.032
A=3°02'39"
R=210.50'
L=11.18',
21.00' 65.22'
57.50'
1 �
28.77'
BLOCK "C"
,—2 sq.ft.
VAR. D.U.& . ALE
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2 9I Q
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SEE SHEET 8
JOB No. 65840BICM-S 1
SHEET 6 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc. GRAMERCY
7965 East 106th Street
Fishers, Indiana 46038 SECTION ONE
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
941 North
SECONDARY PLAT
MOHAWK WB, LLC
941 North Meridian St.
Indianapolis, Indiana 46204
Phone: (3 7) 5Williams (PART OF THE N. %2 SEC. 31, T18N, R4E, HAMILTON CO., IN)
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 174040019 SP SEE SHEET 5
Zoning: GRAMERCY WEST PUD (Planned Unit
Development) Z6
Side Yard Min. = 0' 4"
Rear Yard Min. = 0 6
Min. Between Structures = 10' &
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 9 of PUD for 263W�L
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for ^ 633,
this project.
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SEE SHEET 8
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Dennis D. Olmstead
Registered Land Surveyor
No. 900012
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GRAPHIC SCALE
50' 0 25' 50'
( IN FEET )
V" 50 FT
JOB No. 65840BICM-S 1
SHEET 7 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
Owner/Subdivider:
MOHAWK WB, LLC
941 North Meridian St.
Indianapolis, Indiana 46204
Contact: Corey Williams
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 174040019 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures = 10'
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project.
GRAPHIC SCALE
50' 0 25' 50'
( IN FEET )
V=50FT
GRAMERCY
SECTION ONE
SECONDARY PLAT
(PART OF THE N. % SEC. 31, TI8N, R4E, HAMILTON CO., IN)
SEE SHEET 6
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SEE SHEET 7
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
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900012
STATE OF '
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JOB No. 65840BKM-S 1
SHEET 8 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc. GRAMERCY
7965 East 106th Street
Fishers, Indiana 46038 SECTION ONE
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
MOHAWK WB, LLC
SECONDARY PLAT
941 o thMeidia:
941 North Meridian St.
Indianapolis, Indiana 46204
Williams
Phone: 7)
OF THE N. %2 SEC. 31, TI8N, R4E, HAMILTON CO., IN)
(3 5
(PART
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
GRAMERCY
Secondary Plat Docket No. 174040019 SP
SECTION 1
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
I, the undersigned Registered Land Surveyor hereby certify that the included plat correctly represents a subdivision of part of the North Half of Section 31, Township 18 North, Range 4 East, Clay Township,
Side Yard Min. = 0'
Hamilton County, Indiana, more particularly described as follows:
Rear Yard Min. = 0
Min. Between Structures = 5
Zoning-PUD Ordinance #Z-501-07
Commencing at the Northeast corner of the Northwest Quarter of said Section 31 • thence North 89 degrees 50 minutes 15 seconds West along the North line of said Northwest Quarter 316.08 feet; thence South 00
g Q � � g
Refer to Exhibit 9 of PUD for
degrees 09 minutes 00 seconds West 40.00 feet; thence South 57 degrees 03 minutes 22 seconds East 83.25 feet; thence South 18 degrees 18 minutes 21 seconds East 71.06 feet; thence North 90 degrees 00
Architectural Standards and Letter of Grant from
minutes 00 seconds East 4.17 feet to the POINT OF BEGINNING of this description; thence continuing North 90 degrees 00 minutes 00 seconds East 80.00 feet; thence South 00 degrees 00 minutes 00 seconds
Carmel Planning Department Approved with ADLS for
East 656.14 feet to the point of curvature of a curve concave Northeasterly, the radius point of said curve being North 90 degrees 00 minutes 00 seconds East 165.00 feet from said point; thence Southeasterly along
this project.
said curve 180.69 feet to the point of tangency of said curve, said point being South 27 degrees 15 minutes 23 seconds West 165.00 feet from the radius point of said curve; thence South 62 degrees 44 minutes 37
seconds East 363.22 feet to the point of curvature of a curve concave Southwesterly, the radius point of said curve being South 27 degrees 15 minutes 23 seconds West 235.00 feet from said point; thence
Southeasterly along said curve 188.69 feet to the point of tangency of said curve, said point being North 73 degrees 15 minutes 41 seconds East 235.00 feet from the radius point of said curve; thence South 16
degrees 44 minutes 08 seconds East 154.04 feet; thence South 16 degrees 06 minutes 37 seconds East 189.63 feet to the point of curvature of a curve concave Westerly, the radius point of said curve being South 73
degrees 53 minutes 23 seconds West 235.00 feet from said point; thence Southerly along said curve 47.01 feet to the point of tangency of said curve, said point being North 85 degrees 21 minutes 02 seconds East
235.00 feet from the radius point of said curve; thence South 04 degrees 38 minutes 58 seconds East 116.42 feet to the point of curvature of a curve concave Westerly, the radius point of said curve being South 85
degrees 21 minutes 02 seconds West 785.00 feet from said point; thence Southerly along said curve 267.93 feet to the point of tangency of said curve, said point being South 75 degrees 05 minutes 36 seconds East
785.00 feet from the radius point of said curve; thence North 75 degrees 05 minutes 36 seconds West 80.00 feet to a point on a curve concave Westerly, the radius point of said curve being North 75 degrees 05
minutes 36 seconds West 705.00 feet from said point; thence Northerly along said curve 58.65 feet to the point of tangency of said curve, said point being South 79 degrees 51 minutes 35 seconds East 705.00 feet
from the radius point of said curve; thence North 79 degrees 59 minutes 39 seconds West 40.43 feet to a point on a curve concave Southerly, the radius point of said curve being South 09 degrees 51 minutes 49
seconds West 200.00 feet from said point; thence Westerly along said curve 85.00 feet to the point of tangency of said curve, said point being North 14 degrees 29 minutes 14 seconds West 200.00 feet from the
radius point of said curve; thence North 26 degrees 09 minutes 46 seconds West 169.46 feet; thence North 52 degrees 56 minutes 51 seconds West 192.74 feet; thence North 00 degrees 12 minutes 54 seconds West
165.79 feet; thence North 01 degrees 54 minutes 18 seconds East 28.77 feet; thence North 00 degrees 12 minutes 54 seconds West 57.50 feet; thence South 89 degrees 47 minutes 06 seconds West 65.22 feet;
thence North 83 degrees 22 minutes 43 seconds West 21.00 feet to a point on a curve concave Easterly, the radius point of said curve being South 83 degrees 22 minutes 43 seconds East 210.50 feet from said
point; thence Northerly along said curve 11.18 feet to the point of tangency of said curve, said point being North 80 degrees 20 minutes 04 seconds West 210.50 feet from the radius point of said curve, said point
also being the point of curvature of a curve concave Southwesterly, the radius point of said curve being North 80 degrees 20 minutes 04 seconds West 19.50 feet from said point; thence Northwesterly along said
curve 33.86 feet to the point of tangency of said curve, said point being North 00 degrees 10 minutes 14 seconds East 19.50 feet from the radius point of said curve; thence North 00 degrees 10 minutes 14 seconds
East 21.00 feet; thence South 89 degrees 49 minutes 46 seconds East 16.44 feet; thence North 00 degrees 10 minutes 14 seconds East 65.50 feet; thence North 89 degrees 49 minutes 46 seconds West 197.69 feet;
thence North 00 degrees 00 minutes 00 seconds East 3.99 feet; thence South 90 degrees 00 minutes 00 seconds West 153.00 feet; thence North 00 degrees 00 minutes 00 seconds West 90.25 feet; thence North 90
degrees 00 minutes 00 seconds West 50.00 feet; thence North 00 degrees 00 minutes 00 seconds East 472.12 feet; thence North 90 degrees 00 minutes 00 seconds East 45.75 feet; thence South 00 degrees 00
minutes 00 seconds East 23.87 feet; thence North 90 degrees 00 minutes 00 seconds East 69.79 feet to a point on a curve concave Westerly, the radius point of said curve being North 75 degrees 31 minutes 22
seconds West 14.50 feet from said point; thence Northerly along said curve 3.66 feet to the point of tangency of said curve, said point being North 90 degrees 00 minutes 00 seconds East 14.50 feet from the radius
point of said curve; thence North 90 degrees 00 minutes 00 seconds East 21.00 feet; thence South 00 degrees 00 minutes 00 seconds East 12.71 feet; thence North 90 degrees 00 minutes 00 seconds East 67.00 feet;
thence North 00 degrees 00 minutes 00 seconds East 350.08 feet to the point of curvature of a curve concave Southwesterly, the radius point of said curve being South 90 degrees 00 minutes 00 seconds West 15.00
feet from said point; thence Northwesterly along said curve 23.56 feet to the point of tangency of said curve, said point being North 00 degrees 00 minutes 00 seconds East 15.00 feet from the radius point of said
curve; thence North 00 degrees 00 minutes 00 seconds East 50.00 feet to a point on a curve concave Northwesterly, the radius point of said curve being North 00 degrees 00 minutes 00 seconds East 15.00 feet
from said point; thence Northeasterly along said curve 23.56 feet to the point of tangency of said curve, said point being South 90 degrees 00 minutes 00 seconds East 15.00 feet from the radius point of said curve;
thence North 00 degrees 00 minutes 00 seconds East 179.59 feet to the place of beginning, containing 13.155 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record.
This subdivision consists of 69 lots numbered 1-69 (all inclusive), 8 Common Areas labeled C.A.#1 - C.A. #8 (all inclusive) and 3 Blocks labeled Block "A"- Block "C" (all inclusive). The size of lots and width
of streets are shown in feet and decimal parts thereof.
Cross -Reference is hereby made to a survey plat dated prepared by Stoeppelwerth & Associates, Inc. in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code
recorded as Instrument Number in the Office of the Recorder of County, Indiana.
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 that to the best of my knowledge and belief there has been no change from the matters of survey revealed by the cross-reference survey on any lines that are common with the new
subdivision.
Witness my signature this day of 2018.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
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STATE OF
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JOB No. 65840BKM-S 1
SHEET 9 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dlmstead@stoeppelwerth.com
Owner/Subdivider:
MOHAWK WB, LLC
941 North Meridian St.
Indianapolis, Indiana 46204
Contact: Corey Williams
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 17010003 PP -
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 174040019 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures = 10'
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project.
GRAMERCY
SECTION ONE
SECONDARY PLAT
(PART OF THE N. % SEC. 31, TI8N, R4E, HAMILTON CO., IN)
The subdivision shall be known and designated as Gramercy a subdivision in Hamilton County, Indiana.
Front and side yard building setback lines are hereby established as shown on this plat, between which lines and the property lines of the street there shall be erected or
maintained no building or structure.
Identified on this final plat are strips of ground designated as easements. These are identified in the legend and reserved for drainage and utilities and 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 or other structures are to be
erected or maintained within said strips of land, but owners of lots in this subdivision shall take their titles subject to the rights of the public utilities.
This plat is subject to the Declaration of Covenants, Conditions and Restrictions and any amendments thereto as follows:
a. Master Declaration of Covenants & Restrictions of the Gramercy recorded as Instrument No.
Witness our Hands and Seals this day of 12018.
Owner/Subdivider:
Mohawk WB, LLC
941 North Meridian St.
Indianapolis, IN 46204
Plan Commision
Under authority provided by Indiana Code 36-7-4-710, and ordinances adopted by the Common Council of the City of Carmel, Indiana, this
plat was given approval by the City of Carmel as follows:
Granted Administrative approval by the Department of Community Services pursuant to Article XI of the Carmel/Clay Plan Commission's Rules
of Procedure on 2018.
By:
Michael P. Hollibaugh, Director Department of
Community Services Carmel, Indiana
Board of Public Works and Safety
This Plat was approved by the Board of Public Works and Safety of the City of Carmel, Indiana, at a meeting held on the
day of ,2018.
James Brainard, Mayor
Mary Ann Burke, Member
Lori Watson, Member
Christine Pauley, Clerk Treasurer
9.2 Registered Land Surveyor's Certificate:
Corey Williams, Development Manager I, Dennis D. Olmstead, hereby certify that I am a Registered Land Surveyor, licensed in compliance
with the laws of the State of Indiana.
That all the monuments shown herein will be set at the location shown within two (2) years of the recording of this plat and the size,
type and material are accurately shown:
And that all requirements specified in the subdivision ordinance of the City of Carmel have been met.
STATE OF INDIANA ) I affirm, under the penalties for perjury, that I have taken reasonable care to redact each social security number in this document, unless
SS: required by law.
COUNTY OFHAMILTON )
Before me, the undersigned, a Notary Public in and for said County and State, personally appeared Corey Williams, Development Manager of Mohawk WB, LLC,
and acknowledged the execution of this instrument as his voluntary act and deed and affixed his signature thereto.
Witness my hand and notarial seal this day of
Signature
My Commission expires:
My Commission No:
, 2018.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
I am a resident of Hamilton County. :SEAL
Witness our Hands and Seals this day of 2018.
Owner/Subdivider: Mohawk WB, LLC
Paul Rioux, President
No.
900012
STATE OF
NDIIAW' Ilk-
nunnu►►►
JOB No. 65840BKM-S 1
SHEET 10 OF 10