HomeMy WebLinkAboutRecorded Plat Sec 1 _12-08-18Surveyed and Prepared by:RA-ML�G R"Y WEST:
Dennis D. Olmstead, PLS �� ape - Gov�S
Stoeppelwerth & Associates, Inc. ��OKw
7965 East 106th Street�a� _
Fishers, Indiana 46038�``�� o Lc o� of % t
Phone: (317) 849-5935 �,`p
Email: dolxn:t;ad@staeppeiwerth.com x QS�`o�� p`� �g, -
ON- ONr'
Owner/Subdivider, j (�
BC Gramercy Ii, LLCSECONDARYPLAT
biR
941 North Meridian Std
Indianapolis, IN 46204 Q
Contact: Bradley B. Chambers (PART OF THE N. A SEC. 31, T 18N, R4E,HAMILTON CO., IN)
Phone: (317) 554-6727
Submission Date: 04120/2018 2018057148 PLAT $70.00
SourceTitle: 12/07/2018 03:13:20P 10 PGS
Limited Warranty Deed - Instr. 2017041743 -Jennifer Hayden
HAMILTON County Recorder IN
Carmel/Clay Plan Commision Nos.
Recorded as Presented
Primary Plat/Rezone Docket No. 17090014Z Illllllllllllllllll(!I(!1111111111NIIIlllllllllllllllllilll11111i111i
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 18040006 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development) —
Side Yard Min. = 0'
Rear Yard Min. = 0 FLOOD STATEMENT Sheet 3
Min. Between Structures =10' NO PORTION OF THIS SITE LIES WITHIN A ZONE "X" (600 YEAR
Zoning -PUD Ordinance #z-630-18
Exhibit 9 ofPUD for FLOODPLAIN) ORZONE "A" SCALED PER FIRM MAPS EAST 126TH STREET
Refer to
Architectural Standards and Letter of Grant from 18057CO226G AND 18457CO228G BOTH DATED NOV. 19,2014.. '
Carmel Planning Department Approved with ADLS for
this project. Please refer also to Gramercy West PUD BASED ON THE FEMA BASE FLOOD ELEVATION FOR THIS
Section 4.6 and Exhibits D -DI. AREA, THERE WILL BE NO POTENTIAL FLOODING OF -THIS
REFER TO SHEET 9 FOR LOT STANDARDS PROPERTY VIA OUTFALL OR STORM PIPING SYSTEMS.
SUBDIVISION TATI®
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 518"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008". ,
❑ ' DENOTES A 4"x4"x36" LONG PRECAST CONCRETE MONUMENT WITH A CROSS
CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES•ASTREET 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 CbAT OR A 2" MAG NAIL, GRAPHIC ' SCALE
TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER). 200' - 0 100' 200'
( IN FEET }
LEGEND V=200 FT
69
B.L.
D.&U.E.
D.U.&S.S.E.
I.E.E.
C.A.
RIW
L.M.A.E.
S.L.E.
B.M.P.E.
LOT NUMBER
BUILDING LINE
DRAINAGE & UTILITY EASEMENT
DRAINAGE UTILITY & SANITARY SEWER
EASEMENT
INGRESS/EGRESS EASEMENT
COMMON AREA
RIGHT OF WAY
LANDSCAPE MAINTENANCE ACCESS
EASEMENT
SIGHT LINE EASEMENT
BEST MANAGEMENT PRACTICES EASEMENT '
14
,'e
Q e
o
I STF0 s�
q € No. o
Denrvs . arnsteadp g� 0{ 012
Registered Land Surveyor 1 t 1 p $ STATE OF
No. 900012SURNI
Sheet 4
Sheet 5
Sheet 6
�j VICINTY MAP
jf NOT TO SCALE
Sheet 7
JJOB No. 65840BKM-S I
SHEET 1 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead, PLS
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dohnstead@stoeppelwerth.com
Owner/Subdivider:
BC Gramercy li, LLC
941 North Meridian St.
Indianapolis, IN 46204
Contact: Bradley B. Chambers
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - lnstr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat/Rezone Docket No. 17080014Z
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 18040006 SP
Zoning: GRAMERCY WEST.PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures =10
Zoning -PUD Ordinance #Z-630-18
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project. Please refer also to Gramercy West PUD
Section 4.6 and Exhibits D -DI
CURVE TABLE: CENTERLINE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING'
DELTA
CI
200.00
219.02.
121.95'
20824' .
-S31022'18"E
62044'37"
C2.
200:00'
160.60'
84.91'
156.32'
S39044'23"E
46000`28".
C3
200.00'
40.01'
20.07'
39.94'
S20022'47"E
11027'39"
C4
750.00'
255.99'
129.25'
254.75',
S5007'43"W
19°3322°
C5
150.00'
115.18'
60.60'
112.37'
N84°44'28"W
4305943"
C6
85.00"
117.85'
70.62'
108.64'
N23°Ol'23"W
79026'27"
C7
250.00'
118.93'
60.61'
117.81'
N7602238"W
270IY23"
C8
25.59
18,09'
9.45'
17.72'
N16028'56"W
40°39113"
C9
20.00'
18.57'
10.01'
17.91'
N63°Z4'16"W
53011'28"
CIO
200.00'
95.14'
48.49'
94.25'
N76022'18"W
27°1573"
Cll
200.00'
72.03'
36.41'
71.64'
SI6°56`20"W
20°38'06"
CURVE TABLE: RIGHT-OF-WAY
CURVE
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD
DELTA
C12
245.00'
22.56
.11.29'
N2038'15"W
22.55'
50101"
C13
245.00'
26.63'
13.33'
N8°23'20"W
26.61'
601338"
C14
245.00'
16.79'
8.40'
N1302745"W .
16.79'
4
3055'39"
C15
245.00'
19.66'
9.84'
Nl7°43'55"W
19.65'
4935'51"
C16
245,00'
26.81'
13.42'
S26008'44"E
26.79'
6°IGO8" _
C17
14.50'
4.36
2.19'
S8036'28"E
4.34'
17012'56"
C18
245.00'
16.41' 1
8.21'
N31011'56"W
16.41'
3050'17"
C19
245.00'
2634'
13.18'
N36011'54"W
26.33`
6009'39"
C20
245.00'
26.47'
13.25'
N42022'25"W
26.45'
6011'23"
C21
245.00'
16.62'
8.31'
N47024'41"W
16,61'
3053'10"
C22
245.00'
22.29
11.11'
N51057'00"W
22.19'
5°11'27"
C23
245.00
24.24'
12.13'
N57022'48"W
24.23'
504O'09"
C24
245.00'
10.81'
5.41'
N61028'44"W
10.81'
2031'44"
C25
155.00'
3.33'
1.67'
N6200T39"W
3.33'. ..
1013'56"
C26
155.00'
16.35'
8.18'
N58029124"W
16,34'
6°02'32"
C27
155.00'
48.18'
24.28'
N46935'20"W
41.98'
1704831"
C28
155.00'.
47.37'
23.87'
S28052'53"E
47.19'
17°30'38"
C29
155.00'
9.23'
4.62'
S -1802703T
9.23'
3024'48"
C30
15.09
23.56
15.00'
S28°15'46"W
21.21'
89°58'49"
C31
120.00'
59.52"
30.3$'
887°28'IO"W
59.91'
28°24`59"
C32
95.50'
32.70'
16.51'
N6053'18"E
32.54'
19°37'05"
C33
9550'
28.77'
14.50'
S11033'07"E
28.66
17°15'46"
C34
95.50'
27.42'
13.89
S28024'31"E
27.33'
16027'02"
C35
95.59
23,75'
11.94'
843045'29"E
23.69'
14914'54"
C36.
95.50'
16.36
8.20'
S55047'21"E
16.34'
9°48'49"
C37
95.50'
3.41'
1.71'
S61043'11"E
3.41'
200252"
C38
260.50'
1.88'
0.94'
S62057'01"E
1.88'
0°24'49"
C39
260.50'
29.02'
14.52'
S66°20'54"E
29.00'
6022'57"
C40
260.50'
33.96
17.00'
N73016'27"W
33.94'
7°2810"
C41
15.00'
3.03'
1.52'
S71°13'33"E
3.02'
11033'58"
C42
15.00'
7.50'.
3.83'
S51°07'33"E
7.42'
28°38'02"
C44
24.50'
11.97'
6.11'
N76000'lO"E
11.85'
27059140"
C45
24.50'
11.97'
6.11'
N76°OO'IO"W
11.85'
27059'40"
CURVE TABLE: RIGHT -®F -WAY
CURVE
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD .
DELTA
C46
14.50'
19.111
11.23'
S52°14'19"W
17.76
75031'23"
C47
14.59
18.42'
10.69'
S53°3628"E
17.21'
7204704"
C48
10.00'
15.71'
10.00'
S45000'OO"W
14.14'
90000'00"
C49
10.00'
15.71'
10.00'
S45000'00"E
14.14'
90000'00"
C50
15.00'
33.20'
-29.96
N2603544"E
26.83'
126048'32"
C51
10.00'
24.99
30.05'
S7103S44W,
18.98'
14301128"
C52
239.50'
35.47'
17.77'
N8504Y27"W :
35.44'
8°29'06"
C53
239.50'
36.44'
18.26
N77°09'22"W
'36.41'
8°43'05"
C54
239.50'
36.44'
18.26'
N68026'17"W
36.41'
8°43'05"
C55
239.50'
5.58'
233
N63°24'41"W
5.58'
1020'08"
C56
74.50'
1.83'
0.92'
S62002'22"E
1.83'
1°24'29"
C57
74.59
101.46'
60.36
S22019'08"E
93:80'
78001`58"
C58
230.00'
11.52'
5.70
S88033'57"E
11.51'
205TOV
C59
230.00'
26.63'
13.33'
S83048'51"E
26.62'
6038'03"
C60
230.00'
'26.271
13.15'
S77°i3;'28"E
26.26:
6°3243"
C61
230.00'
.26.37'
13.20'
S70°40'04"E
26.36 '
'6034'•13".
C62 •
230.00'
18.62'
9.31'
S65003+45"E
18:61'
4038`17"
C64
180.00'
72,02'
36.50'
N74°12'22"W :
71.54'
22055'30"
C65t _
19.50'
21.41'
11.93'
S58°4T49"W
20.35'
62°54'50"
C66
245.00'
12.76
6.38' .
S21031'10"E
12.76
.2059'00"
C67
10.00'
15.37'
9.67'
N44°OI'44"W
13.90'
880,03'28"
C68
30.50'
17,33'
8.91'
N71`4638"W
17.19
32033'39"
C69
30.50'
9.95'
5.02'
N46°09'IO"W
9.90'
18041'17" .
C70
120.00'
11.60'
5.81'
N65030'47"W
11.60'
5°3271"
C71
189.50'
68.1$`.
34.46
N1605656"E
67.82'
20036'54"
C72
170.00'
130.54°
68.68'
S84044'28"E
127.35'
43°59'43"
C73
15.00'
23.56
15.00'
S61044`19"E
21.21'
90000'00"
C74
155.00'
31.00'
15.55`
S10022'47"E
30.95'
11-2739-
C75
705.00'
I81.98'
91.50'
S2°44'44"W
181.48'
14047'23"
C76
14.50'
5.10'
2.58'
S10,05108"E
5.08'
'20°10`17'
C77
180.00'
13.61'
6.8P
S89050'03"E
13.60'
''4619'53-
C78
14.50'
5.10'
2.58'
N10005'O8"E -
5.08'
20010'17"
C79
104.50'
0.42'
0:21'
S62°37'40"E
-0.42'
001353 t
2018057148 PLAT $70.00
12/07/2018 03:13:20P 10 PGS
Jennifer Hayden
HAMILTON County Recorder IN
Recorded as Presented
i I!!II I f Ilil I I III VIII III(I VIII II!(I VIII I1{II VIII VIII (11111111 (III
■
i
a
Dennis D. Olmstead to 8 On /70'
Registered Land Surveyor
No. 900012 ,,``*v�ovep ruOt
p No. 1•�
0012
STATE OF
.,. iii• �........»�y
,IketSURN4 �J%�e�e
JOB No. 65840BKM-S1
SHEET 2 OF .10
Surveyed and Prepared by:
Dennis D. Olmstead, PLS
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone. (317) 849-5935
Email: dolmstead@stoeppelwerth.com
Owner/Subdivider.
BC Gramercy 11, LLC
941 North Meridian St.
Indianapolis, IN 46204
Contact: Bradley B. Chambers
Phone: (317) 554-6727.
Submission Date: 04/20/2018
Source of Title:'
Limited Warranty Deed - Instr. 2017041743
Camel/Clay Plan Commision Nos.
Primary Plat/Rezone Docket No. 17080014Z
Docket No. 17010003-46 ADLS
Secondary Plat Docket No. 18040006 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures =10'
Zoning -PUD Ordinance #Z-630-18
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Camel Planning Department Approved with ADLS for
this project. Please refer also to Gramercy West PUD
Section 4.6 and Exhibits D -DI
GRAPHIC SCALE
50' 0 25' S0'
Boom 111�
{ IN• FEET )
1" = 50 FT
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No. 76
shcTION ONE.
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t ,'�.�,Q • • �VOIN`1A '•o'h'o.`"
Dennis D. Olmstead
Registered Land Surveyor �� ted`+ju+vests+aa'a,a,
(PART 4F THEN. Y, SEC. 31, T18N; R4E, HAMILTON CO., IN) No, 900012
2018057148 PLAT $70.00
12/07/2018 03:13:20P 10 PGS
Jennifer Hayden
t HAMILTON County Recorder IN
Recorded as Presented
. Ili(11111111111111111111111111111111111111811111l1111111111lNIIIIIII
N E. Col:, N. W. 114
f: ,S�..�1-x'1$124
.EAST 126TH STREET
Nor h N1 N..W.. L4, 1-T18N-R4E
S0000945"W
Surveyed and Prepared by:
G . /�° r�"RCY W
Dennis l Olmstead; PLSStoeuRA 2018057148 PLAT $70.00
7965 East 106werth &Associates, Inc. 12/07/2018 03:13:20P 10 PGS
7965 East 106th Street' - � Jennifer Hayden
Fishers, 317Ind) 849-593na HAMILTON County Recorder IN
Phone: {317) 849-5935 � -SkI ON ONZ- Recorded as Presented
Email: dolmstead@stoeppel«.erth.com IIIIINIilllllllllllilllllllaslllPreslentllllilllllll
D• 0 'ees
s • .............ti• e
Owner/Subdivider: �C
BC Gramercy If, LLC ��,4�G�STEl�E•p''•••:n p�
941 North Meridian'St.
No.
Indianapolis, IN 46204 ?
Contact: Bradley B. Chambers (PART OF THE N. Y2 SEC. 31, TI 8N, R4E, HAMILTON CO., IN) i 0012 z
Phone: (317) 554-6727
STATE OF •.1
Submission Date: 04/20/2028
Source of Title: DenmSD.Olmstead 1 eei16 j
Jd�g��ci O`
Limited Warranty Deed - Instr. 2017041743 l
Carmel/Clay Plan Commision Nos. Registered Land Surveyor e`l111#11 Ute°1��,,
Primary Plat/Rezone Docket No. 17080014Z No..100012
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 18040006 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0' e=90°140"
Rear Yard Min. -0 R--IS.UO' $
Min. Between Structures = 10' L-23.SS,
Zoning -PUD Ordinance #Z-630-18 T=15.000
Refer to Exhibit9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for,
this project. Please refer also to Gramercy West PUD 'RARRYM RE DR.I VE "
Section 4.6 and Exhibits D -Dl _ W -
o •
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s
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N90°00'00 -W 67.00•
SEE SHEET S
JOB No. 658404KM=SI
SHEET 4 OF 10
Surveyed and Prepared by:
Dennis D. Olmstead, PLS
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dolmstead amoeppelwerth.com
Owner/Subdivider:
BC Gramercy 11, LLC
941 North Meridian St.
Indianapolis, IN 46204
Contact: Bradley.B. Chambers
Phone: (317)554-6727
Submission Date: 04/2012018.
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat/Rezone Docket No. I7080014Z
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 18040006 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development) -
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures = 10'
Zoning -PUD Ordinance #Z-630-18
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project. Please refer also to Gramercy West PUD
Section 4.6 and Exhibits D -DI
t
GRAPHIC SCALE
50' 0 25' 50'
Rim= Boni
( IN FEET )
1" = 50 FT
e
d"y W -V-". t -N rr i
2018057148 PLAT $70.00
12/07/2018 03:13:20P 10 PGS
Jennifer Hayden
HAMILTON Count
Recorded as Presentedder IN
-4-r a,
s STATE OF
Renis . Olmstead
and eyor _
A)
Dennis
tall t
No. 900012
4425' VAR. D.U.S.8g
N90°00'00'W 67.00'
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Z M 29'd=62 44'37
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r T=100.b11S
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2018057148 PLAT $70.00
12/07/2018 03:13:20P 10 PGS
Jennifer Hayden
HAMILTON Count
Recorded as Presentedder IN
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s STATE OF
Renis . Olmstead
and eyor _
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SEE SHEET 6
- JOB No. 65840BKM-SI
SHEET 5 OF 10
Surveyed and Prepared by: Eli° C V
Dennis l Olmstead, PLSMhl"RCY 12/057 $7
Stoeppelwerth &Associates, Inc. 14g PLAT
7965 East 106th Street 7/2018-13:20P
0.00
Fishers, Indiana 46038 Jennifer H Ode 13 : 20P 10 pGS
NAMY Count
Phone: (317) 849-5935 ION. RecordedTOM Y Recorder
Email: dolmstead�astoeppeltiYerth.00m Sl(11111111111[IIf111fI111N(�H1NIifNllll��e"Led der YM
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Owner/Subdivider: -
BC Gramercy 11�111��1�11�1�11�11�111�%1 e`e0`'���•� ®'~�1�,,,'i���
II, LLC
941 North Meridian St. �,••¢F, Fp'`:`"
Indianapolis, IN 46204• _.� ` O.
Contact: Bradley B. Chambers (PART OF THE N. y SEC. 31, TI 8N, R4E, HAMILTON CO., IN) 0012 •;
Phone: (317) 554-6727
i
STATE OF
Submission Date: 04/20/2018 t %� 'I' •. SND) ANP .' `•••�ee'e
Source of Title:
Limited Warranty Deed - Instr. 2017041743 Dennis D. Olmstead '����ie e�`
®••".......••' e
Carmel/Clay Plan Commision Nos. Registered Land Surveyor +S1811++0+�
Primary Plat/Rezone Docket No. 17080014Z No. 900012
Docket No. 27010003-06 ADLS
Secondary Plat Docket No. 18040006 SP SEE SHEET 5
Zoning: GRAMERCY WEST PUD (Planned Unit
Development) 2,7164&. Q 2,082sq.s a ��, v o a q, .633 zti. 1)'633'
Side Yard Min. = 0' h 56
5' B.L. & D.&.U.E. 5' B.L. Xs..U.E:
hRear Yard Min: = 070.25'h 1915 sg1L
Min. Between Structures = 10'
Zoning -PUD Ordinance #Z-630-18 Css cs9 263 hry3b s$�
Refer to Exhibii 9 of PUD for Chi s'4?' yti �` �h b$ h �� •33, yry ti o e S
Architectural Standards and Letter of Grant from
o U N9WW00•W 189.41` 2 n, ,. , h. .. s k �! 6 n •.
Carmel Planning Department Approved with ADLS for a " cto
26.25' 100.25' 6291'
q g 3
this project. Please refer also to Gramercy West PUD BLOCK B 95'14 �'k11, *�
Section 4.6 and Exhibits D -DI I912egR yry >�hIN
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- SEE SHEET 8
JOB No. 65840BKM-Si
SHEET 6 OF 10
RA,
Surveyed and Prepared by:
Dennis D. Olmstead, PLS
Stoeppelwerth &Associates, Inc. -T"RCY WES
Mh
7965 East 106th -Street 2018057148 PLAT
Fishers, Indiana 46038 12/07/2018 03:13-2& 00
Phone: (317) 849-5935 -11ONs Tenn i f yd en
ONJennifer Ha 10 PGS
Email: doimsteadCstoeppeh4erth.com HAMLTON
Recorded as PreCountSeecorder IN
O�nerlSubdivider. 11111 t
BC Gramercy 11, LLC
941 North Meridian St.
Indianapolis, IN 46204
Contact: Bradley B. Chambers
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat/Rezone Docket No. 17080014Z
Docket No. I7010003-06 ADLS
Secondary Plat Docket No. 18040006 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development) r mos
Side Yard Min. = 0'
Rear Yard Min. - 0
Min. Between Structures = I0'. 8
Zoning -PUD Ordinance #Z -630-18M
Refer to Exhibit 9 of PUD for
Al
Architectural Standards'and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project. Please refer also to Gramercy West PUD 1
Section 4.6 and Exhibits D -D1 -
in
rW� •�$
N/
SEE SHEET 5
N000 10' 14"E
65.50'
S89049'46"E
16.44'
N00010' 14"E
21.00'
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21.00'
. W
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28.77'
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TE
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No.
(PART OF THE N. i SEC. 31, T18N, R4E, HAMILTON CO., IN) .• —
263
SEE SHEET 8
i
STATE OF = c
e e
I••. �NDI ANA, : ®fr•0�:
Dennis D. Olmstead �®�,j � 1 �'°°i°• �(i,®"',>
Registered Land Surveyor t4rUururu000000
No. 900012
t
GRAPHIC SCALE
0 25' 50'
•( IN FEET )
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N
11
JOB No. 65840BKM-SI
SHEET 7 OF 10
e
Surveyed and Prepared by:G hRCY WES
Dennis D. Olmstead, PLS 1210712018 1 8 PLAT $70.00
Stoeppelwerth &.Associates, Inc. Jen L fer018 03' 13: 20P 10 PGS
7965 East 106th Street HAMILTON Hayden
Fishers, In =,16038 ION %JNERecorded s Presented
°untY Recorder IN
Phone: (317) 849-5935 '
(1►I(1N(IIIII(II►INI►►III►III►II►III►III►INIIN►IIIIIHIINI►f(I►II �%`�
Email: dolmstead@stoeppelwerth.com °°tie°euoeaeaa'aa°4
Cap
Owner/Subdivider: SECONDA BC Gramercy li, LLC 1C1
941 North Meridian St-
Indianapolis,
t 4 Q �. _
Indianapolis, IN 46204 (PART OF THE 14. Y2 SEC. 31, T18N, ME, HAMMTON CO., IN) = • 1012
Contact: Bradley B. Chambers
t..
Phone- (317) 554-6727 STAiE OF
i o.
e �
Submission Date: 04/20/2018 _
Source of Title: ` Dennis D. Olmstead
Limited Warranty Deed - Instr. 2017041743 Registered Land Surveyor °BjBt�raeauet�u°A04
Carmel/Clay Plan Commision Nos. No..900012
Primary PlavRezone Docket No. 170800142
Docket No. 17010003-06 ADLS
SHEET 71
Secondary Plat Docket No. 18040006 SP SEE SHEET
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0
Rear Yard Min. = o S 16°06'37"E
Mm. Between Structures —10'e
0 189.63'
Zoning -PUD Ordinance #Z-630-18 c
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from N
Carmel Planning Department Approved with ADLS for t" C A #1 A=l35.W "
this project. Please refer also to Gramercy West PUD Lp �' tsa�mxts R=2L�4?Ol'7,01,
Section 4.6 and Exhibits D -D1 g VAR. D.U.S. o
F-+ &L.MA.EA T=23.582
W PA.E. & &M.P.E-
CIS $ w
to
6Surveyed and Prepared by:
/
Dennis D. Olmstead, PLS
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers,•Indiana 46038
Phone: (317) 849-5935
Email: dolmstead@stmppelwerth.com
Owner/Subdivider:
BC Gramercy II, LLC
941 North Meridian St.
Indianapolis, IN 46204
Contact: Bradley B. Chambeis
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title,
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat/Rezone Docket No. 17080014Z
Docket No. 17010043-06 ADLS
Secondary Plat Docket No. 18040006 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development)
Side Yard Min. = 0'
Rear Yard Min. = 0
Min. Between Structures =10'
Zoning -PUD Ordinance #Z-630-18
Refer to Exhibit 9 of PUD for
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project. Please refer also to Gramercy West PUD
Section 4.6 and Exhibits D -DI
Area A Lots:
No Lots with this Section
Minimum Lot Area: Four -thousand (4,000) square feet.
Minimum. Lot Width at Building Line: Fifty (50) feet.
Minimum Lot Width at Right of Way Twenty (20) feet.
Minimum Front Yard Setback: Ten (10) feet.
Minimum Side Yard Setback: Five (5) feet.
Minimum Rear Yard Setback: F i ve (5) feet.
Maximum Building Height: Thirty-five (35) feet.
Minimum Dwelling Square Footage (exclusive of porches, terraces, and garages):
Eighteen hundred (1 ,800) square feet.
Area B/F Lots (9bwnhomes):
Lots 4-33, 58-69•
Minimum Lot Area: One -thousand (I ,000) square feet.
Minimum Lot Width at Building Line: Sixteen (16) feet.
Minimum Lot Width at Right of Way: Fourteen (14) feet.
Minimum Front Yard Setback: Five (5) feet.
Minimum Side Yard Setback: Five (5) feet applied to a Building.
Minimum Rear Yard Setback: Five (5) feet.
Maximum Building Height: Thirty-five (35) feet or three (3)
stories, whichever is greater.
Minimum Dwelling Square Footage (exclusive of porches, terraces, and garages):
eleven hundred (1, 100) square feet.
Maximum; number of Dwellings per building: Four (4).
Area C Lots:
Lots 2,3,45-57
Minimum Lot Area: One-thousa nd , Six -hundred (I,600) square -feet.
Minimum Lot Width at Building Line: Twenty-eight (28) feet.
Minimum Lot Width at Right of Way: Twenty-five (25) feet.
Minimum Front Yazd• Setback: Five (5) feet.
Minimum Side Yard Setback: Three (3) feet.
Minimum Rear Yard Setback: Five (5) feet.
Maximum Building Height: Thirty-five (35) feet.
Minimum Dwelling Square Footage (exclusive of porches, terraces, and garages):
fourteen hundred (1,400) square feet.
Area ID Lots:
Lots 1, 34-44
Minimum Lot Area: Two -thousand (2,000) square feet.
-Minimum Lot Width at Building Line: Thirty-one (31) feet.
Minimum Lot Width at Right of Way: Fifteen (15) feet.
Minimum Front Yard Setback: - Five (5) feet.
Minimum Side Yard Setba&uaG3}
Minimum Rear Yard Setback. AV6-(5) feet)
Maximum Buildin Iigight: Thirty-five sfeet
Minimum Dwellin4 Scluare.:Pootage (exciiisive .of porches,-3er
sixteen hundred (1"" square feet.
GRAMERCY WEST
SECTION ONE
2018057148 PLAT $70.00
12/07/2018 03:13,20P 10 PGS
Jennifer Hayden
HAMILTON County Recorder IN
Recorded as Presented
i ItIII I I I I II I I III I I III VIII (ILII III I I III II II I I I IINI II III VIII II I I IIII
1, 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, Hamilton County, Indiana, more particularly described as follows:
r:
Commencing at the northeast comer 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 degrees 09 minutes 45 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.7 1.06 feet; thence North 90 degrees 00 minutes 00 seconds East 4.17 feet to the POINT:OF BEGINNING of this description; thence continuing
North 90 degrees OO.minutes 00 seconds 'East 80.00 feet; thence South 00 degrees 00 minutes 00seconds 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 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
Vest 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 paint 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 47.41 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.ta the point of curvature of a curve concave westerly, the radius point of said curve
being South 85 degrees 21 minutes 02 seconds Vilest 785.00 feet from said'point; thence southerly along said curve 267.93 feet to a point on said curve, said point being South
75 degrees 05 minutes 36 seconds East 785.00 feet from the radius point of said curve; -then". 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 39.93 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 85.50 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 O1 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 OQ
minutes 00 seconds West 153.00 feet; thence North 00 degrees 00 minutes 00 seconds West 9035 feet; the nceNorth 90 degrees OQ 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 a point on said curve, said point being North 90 degrees 00 minutes 00
seconds East 14.50 feet flour the radius point of said curve; thence North 90 degrees Oa 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 West 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 the point of curvature of 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 West 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:# I - 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 April 25, 2018 prepared by Stoeppelwerth & Associates, Inc. in accordance. with Title 865, Article 1, Chapter 12 of the
Indiana Administrative Code recorded as Instrument Number 2018017865 in the Office of the Recorder for Hamilton County, Indiana.
I, further 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 hasbeen no change from the matters of survey revealed by the
cross-reference survey on any lines that are common with the new subdivision.
and garages):
Witness my signature this y of �_ 2018.
�e``�tll�eeee
lc� -4z J N10. .0s
900012
Olmstead {
Registered Land Surveyor STATE OF '
No. 900012 ~'�P�-f�.b'••,,tiMOIANP.r�}�e`��
t
JOB No. 65840BKM-SI
SHEET 9 OF 10
Surveyed and Prepared by: �� S7 -5,
Dennis D. Olmstead, PLS
Stoeppelwerth & Associates, Inc. -t S
"YW1"
,G
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317)849-5935 <
Email: dolmsteW@stoeppelwerth.com 3'huiION O.Nli
Owner/Subdivider; "A"ON"t ."LAT
BC Gramercy iI, LLC
941 North Meridian St. Shu jjARY r
Indianapolis, IN 46204
Contact: Bradley.B. Chambers (PART OF THE N. Y2 SEC. 31, T18N, ME, HAMILTON CO., lI�
Phone: (317) 554-6727
Submission Date: 04/20/2018
Source of Title:
Limited Warranty Deed - Instr. 2017041743
Carmel/Clay Plan Commision Nos.
Primary Plat/Rezone Docket No. 17080014Z
Docket No. 17010003-06 ADLS
Secondary Plat Docket No. 18040006 SP
Zoning: GRAMERCY WEST PUD (Planned Unit
Development). -
Side Yard Min. = 0'
Rear Yard Min. = 0 r
Min. Between Structures =10'
Zoning -PUD Ordinance #Z-630-18
Refer to Exhibit 9 of PUD for .
Architectural Standards and Letter of Grant from
Carmel Planning Department Approved with ADLS for
this project. Please refer also to Gramercy West FUD
Section 4.6 and Exhibits D -DI
The subdivision shall be known and designated as Gramercy West, Section One, a subdivision in Hamilton County, Indiana.
Front and side yard building setback lines are hereby established as shown and/or stated 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 Secondary 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 easements 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 �et fo 1
Master Declaration of Covenants & Restrictions of the Gramercy West recorded as Instrument No.
30/
Witness our Hands and Seals this day of 12418.
STATE OF INDIANA }
SS:
COUNTY OF HAMILTON )
Before me, the undersigned, a Notary Public in and for said County and State, personally appeared Bradley B. Chambers, Manager, for
BC Gramercy II LLC, an Indiana limited liability company, and acknowledged the execution of this instrument as their voluntary act and
deed and affixed their signature thereto.
Witness my hand and notarial seal day of
,eeuftuttnety,
.
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S. e
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SEAL
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My Commission expir I am a resident of Hamilton County.
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My Commission No: UM&
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2018057148 PLAT $70.00
12/07/2018 03:13:20P 10 PGS
Jennifer Hayden
HAMILTON County Recorder IN
Recorded as Presented
III(Illlilll[i�111N(!illi([III1111f11tIP11111111111111111111H1111i11
Pian Commision
Under authority provided by Indiana Code 36-74-710, 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 Admims ea 'rovaibylheDep ent f unity Services pursuant to Article XI of the Carmel/Clay Plan Commission's Rules
of Procedure on We 12018.
By.,
Minael P. Ho gh, Direc partrnent of
Community S Carmel ana
Board of Public Works and Safety
This
Pl wasp ved by the Board of Public Works and Safety` of the City of Carmel, Indiana, at a meeting
day o 12018. log ORk<
the
Lori W&SAMember
Christine Pauley, Clerk Treasurer
9.2 Registered Land Surveyor's Certificate:
I, Dennis D. Olmstead, hereby certify that I am a Registered Land.Siirveyor, licensed in compliance
with the laws of the -State of Indiana.
That all the monuments shown herein will beset at the location shown iviihin 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.
I affirm, wider the penalties for perjury, that I have taken reasonable care to redact each social security number in this document, unless
required by law.
°®eertuiaiaahes�o
O `
• _ ®`tee®,o,� . p�.q��!L��,����
®900012 £
Dennis D. OlmsteadSTATE OF J
Registered Land Surveyor '.,. 4
No. 900012
off fill
JOB No. 65840BKM-SI
SHEET 10 OF 10