HomeMy WebLinkAbout05020019 02 P101 Primary PlatPROPOSED
HEATHER KNOLL
SECTION 2
911.04
X11 5 6
V.=91 2.77
LAND DESCRIPTION (PER SURVEY)
A part of the East Half of the Northeast Quarter of Section 20, Township 18
North, Range 3 East, Hamilton County, Indiana described as follows:
Beginning at the Southeast corner of said East Half; thence South 89 degrees
32 minutes 42 seconds West along the south line of said East Half a distance of
1331.15 feet to the Southwest corner of said East Half; thence North 00 degrees
08 minutes 01 seconds West along the west line of said East Half a distance of
1814.26 feet; thence North 89 degrees 32 minutes 42 seconds East parallel with
said south line a distance of 1325.68 feet to a Mag nail set this survey and
point being on the east line of said Northeast Quarter; thence South 00 degrees
18 minutes 23 seconds East along said east line a distance of 1814.23 feet to
the Point of Beginning, containing 55.327 acres, more or less.
OrO 6:2 MANHOLE
C. V 914.62
18" RCP (E) INV.= 906.12
APPROXIMATLE ?850'
FROM PROPER UNE x
�r ��y'h': ,,�e•� fir.
0 S RIP RAP SEE
LAKE #2 DET L-
NORMAL PQOL ELEV 90.50
100 Y A ELEV= 908.00
COMMON AREA "A"
93,499 S.F.
0
o°c
UTILITIES
Indiana Underground Utility Location Service (1- 800 -382 -5544) was contacted on October 5,
2004 for marking of utilities (confirmation #0410053075).
Water
Carmel Utilities
760 3RD Ave. SW Suite 110
Carmel, Indiana 46032
317 -571 -2648
Telephone
Ameritech
220 North Meridian Street
Indianapolis Indiana 46204
317- 265 -4878
Storm Sek, er, Streets
Deportment of Engineering
City of Carmel
One Civic Square
Carmel, Indiana 46032
Sanitary Sewer
Clay Township Regional Waste
10755 North College Avenue
Carmel, Indiana 46032
317 -844 -9200
Cable Television
Insight Cablevision
15229 Stoney Creek Way
Noblesville, Indiana 46060
(317) 776 -0660
Storm sewer, Legal Drains
Hamilton County Surveyor
One Hamilton County Square,
Noblesville, Indiana 46060
Gas
Vectren Energy Delivery
P.O. Box 1700
Noblesville, Indiana 46061
317 -776 -5534
Electric
Cinergy
100 S. Mill Creek Rd.
Noblesville, Indiana 46060
(317) 776 -5337
Suite 188
Note The nature, size and location of utilities are per plans and locations provided by the
respective utility companies. The above list constitutes some, if not all, of the utility companies
which may provide service in the area of, and adjacent to, the subject project, based upon the
information available through such plans and locations, and any incidental visual inspection. Ali
utility companies should be notified prior to any excavation for field location of services and
verification of size and nature of services.
14,726 S.F.
oil 3�•.�
16,204 S.F.
20' BL
137.87
COMMO
AREA
DU &SE �o
21,818
LAND CAPING AND C
SIGNGE EASEMENT
70.00'
s S N
365.00'
95.01'
20' DU&SE
20' BL
13,243 S.F.
76,218 S.F. 0)N v
DRAINAGE EASEMENT
LANDSCAPING AND SIGtAPE EASEMENT
4' c\
COMMON AREA "C"
20' DU &5E
18" RCP
158.23'
15" LANDSCAPE B
298.231
+95.01'
20' DU &SE
--7
C 24" RCP
10" PVC
16 .5'
Ir jNI2II
12 "RP`
N89 41*S:
58
15,954
120.00'
140.00'
5' DU &SE
59
131207 S.F.
(60
13,207 S.F.
LAKE #1
NORMAL POOL ELEV= 903.50
100,eitAR ELEV =06.75
'COMMON AR "E"
288,947 S.F.
DRAINAGE EASEMENT
L D ING AND SIGNAGE EASEMET
171,131
15' DU &SE 1
Gam_
15" RCP
G
rte I d
III'
Vr r
■Jl 1�
il'7ti 7 a
.L .w►_ w w w
!ii-44:4":'11111 1 'zt= .-a L v S y w II 1 1 r� r it ,y f::::1:7-L?►i."1� i'..ei�"*�,. a 'R'' 1/.�i..�a �-�r_a a►. r�� •q ►w ♦.i i♦r i.: i..ii ♦r♦� t r. w w w v v v v r ai�� 'r.`I.�I'�i't�7♦".� i V w
v �w L, e y�s���r f► s 4i.'r ♦i ♦�.4`..� tz .V p o.r.:.._ ∎_'a l �tt►� 1 ��i!�;!� e.%L►
o 4 9 oti' o Air
L---- 913- \t'
MAG NAIL FOUND h
0.3' EAST s sue ti n�� -f9�^ v r n. �ti s n
r`�' tin. f
r� OVERHEAD LINE EA STORM MANHOLE
i i IN FAVOR OF P51 ENERGY, INC. T.C. ELEV. 904.63
INSTR #200300086915 (55') 21" RCP (E) INV 904.63
EKENrcHcmtAam.
BM THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS
SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL
POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL
GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER
SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE
INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983
NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING
REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS
POINT #200
ELEVATION 910.88 FT (NAD83)
TBM 1 CUT "X N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF
THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF
TOWNE ROAD
ELEVATION 914.55 FT
TBM 2 CUT "X S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF
THE SOUTHWEST BOUNDARY CORNER
ELEVATION 915.39 FT
'TBM 3 CUT "X N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF
CENTERLINE OF 141ST STREET, CENTER OF SITE
ELEVATION 914.54 FT
TBM 4 CUT "X S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF
CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD
ELEVATION 911.98 FT
20' BL
20' DU &SE g
20' DU &SE
120,00
120.00'
IJ,JILF 3.r
20' BL
calEINOERAIL, IN
1. ALL SANITARY SEWER LINES SHALL BE 8" PVC UNLESS
NOTED OTHERWISE.
2. ALL WATERMA(NS SHALL BE 8 UNLESS NOTED
OTHERWISE.
3. ALL STREETS ARE TO BE 30' WIDE AND HAVE A 50'
RIGHT -OF -WAY WIDTH, UNLESS NOTED OTHERWISE.
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1r47at. �rLS. ti� ��rlr�....�. .1� �i i 1 �..1. 744_t 1 r F• r S 4 lve
s�
r 7.7 ��►,t��� ♦�rf �1♦ �1����������� f1� ZS I��� -1 ♦_t�_: re
M► v� r� ►Tti A. •.1 6► K� AL A A�;y ~.I PA∎ A l r 4_•zA_A_� w �i► ���w �«.,...4 17 ;Vcar..4#0.�... q w�e O
w�����w i► a ..��w� l► fi .tif A♦ ���r �i��r�:: �����r .�.:��i ►r�►�A�� �►�i► a._
'C�
r a �..��i►�a ��A��.�_�n�c .co��• .,a `t
'l Y i 5� 13 15 EXISTING 12 WATERLINE 0 4 o
-1- 41
o COY''
�`L
`Lem R; ,\°ec +o'
21" RCP (E} INV. 903.73'
-1 ZONING 0 STORM MANHO RECONSTRUCTED sTULTZ BEEHIVE INLET
RESIDENTIAL USE T.C. ELEV.= 913.38 ALMOND DRAIN TC. ELEV.= 909.04
24" RCP (E) INV.=
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Flow Arrow
Water Main
h; 2. STREET WIDENING SHALL INCLUDE A 3' WIDE STONE SHOULDER
WITH 6" SSD UNDER SHOULDER.
RM OF THOMAS A. STULTZ ANSOV. ALMOND DRAIN
P HAMILTON COUNTY REGULATED DRAI1d
AS F' ND IN THE HAMILTON COUNTY SURVE R'S OFFICE.
SUBJECT 75' STATUTORY EASEMENT ON BO SIDES
OF THE TILE MAIN. (PLOTTED LOCATION, EXACT LO ANION
NOT DETERMINED,.
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
'IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
CURVE DATA TABLE
CURVE LENGTH RADIUS CHORD CHORD BEARING DELTA
C1 235.62' 150.00' 212.13' 54527'19"E 90'00'00"
C2 111.44' 300.00' 110.80' S10'11'11 "W 21'16'59"
C3 188.86' 300.00' 185.76' NO2'47'35 "E 36'04'11"
C4 111.44' 300.00' 110.80' S11'05'48 "E 2116'59"
C5 753.98' 480.00' 678.82' N44'32'41 "E 90'00'00"
C6 235.62' 150.00' 212.13' N45'27'19 "W 90'00'00"
C7 235.62' 150.00' 212.13' N44'32'41 "E 90'00'00"
C8 55.24' 400.00' 55.20' S85'35'19 "W 7'54'45"
C9 57.83' 400.00' 57.78' N85'46'27 "E 8'17'00"
PERIMETER ROAD IMPROVEMENTS
1. WEST SIDE OF TOWNE ROAD AND NORTH SIDE OF 141ST STREET
SHALL BE WIDENED TO 15' MEASURED FROM THE CENTERLINE
OF THE EXISTING PAVEMENT TO THE EDGE OF PAVEMENT. SEE
X- SECTION ON P801.
3. RESURFACING OF ENTIRE ROAD WAY IS REQUIRED ON TOWNE ROAD
AND 141ST STREET WITHIN THE LIMITS OF THE SITE. SURFACE
MILL EXISTING PAVEMENT 1" AT EDGES OF RESURFACING TO FORM
A SMOOTH SURFACE.
4. EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO FORM A
CLEAN EDGE WHERE PAVEMENT WIDENING OCCURS.
y
THOMAS A. STULTZ ANSON V. ALMOND DRAIN
PER HAMILTON COUNTY REGULATED DRAIN DESCRIPTION
AS FOUND IN THE HAMILTON COUNTY SURVEYOR'S
OFFICE. SUBJECT TO 75' STATUTORY EASEMENT ON
BOTH SIDES OF THE 11LE DRAIN. (PLOTTED LOCATION,
E ►T LOCATION NOT DETERMINED, THE LEGAL
e
'IN MAP IN THE H.C.S. OFFICE SHOWS
THE DRAIN ON THE SOUTH SIDE OF 141ST STREET).
ASSUMED NORTH
SCALE: 1 =60'
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2005)
‘A,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
i
DATE:
02/18/05
PROJECT NO.:
5076.001
DRAWN BY:
PRC
CHECKED B CC tJ
SHEET TITLE:
PRIMARY PLAT
DRAWING FILES:
R: \5K \5076 \001 \DWGS \P101
XREF: PRE3
XREF: 5076001S
S
SHEET NO.:
p.dr-
PROPOSED
HEATHER KNOLL
SECTION 2
911.04
X11 5 6
V.=91 2.77
LAND DESCRIPTION (PER SURVEY)
A part of the East Half of the Northeast Quarter of Section 20, Township 18
North, Range 3 East, Hamilton County, Indiana described as follows:
Beginning at the Southeast corner of said East Half; thence South 89 degrees
32 minutes 42 seconds West along the south line of said East Half a distance of
1331.15 feet to the Southwest corner of said East Half; thence North 00 degrees
08 minutes 01 seconds West along the west line of said East Half a distance of
1814.26 feet; thence North 89 degrees 32 minutes 42 seconds East parallel with
said south line a distance of 1325.68 feet to a Mag nail set this survey and
point being on the east line of said Northeast Quarter; thence South 00 degrees
18 minutes 23 seconds East along said east line a distance of 1814.23 feet to
the Point of Beginning, containing 55.327 acres, more or less.
OrO 6:2 MANHOLE
C. V 914.62
18" RCP (E) INV.= 906.12
APPROXIMATLE ?850'
FROM PROPER UNE x
�r ��y'h': ,,�e•� fir.
0 S RIP RAP SEE
LAKE #2 DET L-
NORMAL PQOL ELEV 90.50
100 Y A ELEV= 908.00
COMMON AREA "A"
93,499 S.F.
0
o°c
UTILITIES
Indiana Underground Utility Location Service (1- 800 -382 -5544) was contacted on October 5,
2004 for marking of utilities (confirmation #0410053075).
Water
Carmel Utilities
760 3RD Ave. SW Suite 110
Carmel, Indiana 46032
317 -571 -2648
Telephone
Ameritech
220 North Meridian Street
Indianapolis Indiana 46204
317- 265 -4878
Storm Sek, er, Streets
Deportment of Engineering
City of Carmel
One Civic Square
Carmel, Indiana 46032
Sanitary Sewer
Clay Township Regional Waste
10755 North College Avenue
Carmel, Indiana 46032
317 -844 -9200
Cable Television
Insight Cablevision
15229 Stoney Creek Way
Noblesville, Indiana 46060
(317) 776 -0660
Storm sewer, Legal Drains
Hamilton County Surveyor
One Hamilton County Square,
Noblesville, Indiana 46060
Gas
Vectren Energy Delivery
P.O. Box 1700
Noblesville, Indiana 46061
317 -776 -5534
Electric
Cinergy
100 S. Mill Creek Rd.
Noblesville, Indiana 46060
(317) 776 -5337
Suite 188
Note The nature, size and location of utilities are per plans and locations provided by the
respective utility companies. The above list constitutes some, if not all, of the utility companies
which may provide service in the area of, and adjacent to, the subject project, based upon the
information available through such plans and locations, and any incidental visual inspection. Ali
utility companies should be notified prior to any excavation for field location of services and
verification of size and nature of services.
14,726 S.F.
oil 3�•.�
16,204 S.F.
20' BL
137.87
COMMO
AREA
DU &SE �o
21,818
LAND CAPING AND C
SIGNGE EASEMENT
70.00'
s S N
365.00'
95.01'
20' DU&SE
20' BL
13,243 S.F.
76,218 S.F. 0)N v
DRAINAGE EASEMENT
LANDSCAPING AND SIGtAPE EASEMENT
4' c\
COMMON AREA "C"
20' DU &5E
18" RCP
158.23'
15" LANDSCAPE B
298.231
+95.01'
20' DU &SE
--7
C 24" RCP
10" PVC
16 .5'
Ir jNI2II
12 "RP`
N89 41*S:
58
15,954
120.00'
140.00'
5' DU &SE
59
131207 S.F.
(60
13,207 S.F.
LAKE #1
NORMAL POOL ELEV= 903.50
100,eitAR ELEV =06.75
'COMMON AR "E"
288,947 S.F.
DRAINAGE EASEMENT
L D ING AND SIGNAGE EASEMET
171,131
15' DU &SE 1
Gam_
15" RCP
G
rte I d
III'
Vr r
■Jl 1�
il'7ti 7 a
.L .w►_ w w w
!ii-44:4":'11111 1 'zt= .-a L v S y w II 1 1 r� r it ,y f::::1:7-L?►i."1� i'..ei�"*�,. a 'R'' 1/.�i..�a �-�r_a a►. r�� •q ►w ♦.i i♦r i.: i..ii ♦r♦� t r. w w w v v v v r ai�� 'r.`I.�I'�i't�7♦".� i V w
v �w L, e y�s���r f► s 4i.'r ♦i ♦�.4`..� tz .V p o.r.:.._ ∎_'a l �tt►� 1 ��i!�;!� e.%L►
o 4 9 oti' o Air
L---- 913- \t'
MAG NAIL FOUND h
0.3' EAST s sue ti n�� -f9�^ v r n. �ti s n
r`�' tin. f
r� OVERHEAD LINE EA STORM MANHOLE
i i IN FAVOR OF P51 ENERGY, INC. T.C. ELEV. 904.63
INSTR #200300086915 (55') 21" RCP (E) INV 904.63
EKENrcHcmtAam.
BM THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS
SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL
POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL
GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER
SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE
INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983
NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING
REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS
POINT #200
ELEVATION 910.88 FT (NAD83)
TBM 1 CUT "X N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF
THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF
TOWNE ROAD
ELEVATION 914.55 FT
TBM 2 CUT "X S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF
THE SOUTHWEST BOUNDARY CORNER
ELEVATION 915.39 FT
'TBM 3 CUT "X N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF
CENTERLINE OF 141ST STREET, CENTER OF SITE
ELEVATION 914.54 FT
TBM 4 CUT "X S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF
CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD
ELEVATION 911.98 FT
20' BL
20' DU &SE g
20' DU &SE
120,00
120.00'
IJ,JILF 3.r
20' BL
calEINOERAIL, IN
1. ALL SANITARY SEWER LINES SHALL BE 8" PVC UNLESS
NOTED OTHERWISE.
2. ALL WATERMA(NS SHALL BE 8 UNLESS NOTED
OTHERWISE.
3. ALL STREETS ARE TO BE 30' WIDE AND HAVE A 50'
RIGHT -OF -WAY WIDTH, UNLESS NOTED OTHERWISE.
=mamma
s
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s e
7
M
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1
��i •r� �i� `I r' r' `7 �/�v' r i`�' v C �I v
1r47at. �rLS. ti� ��rlr�....�. .1� �i i 1 �..1. 744_t 1 r F• r S 4 lve
s�
r 7.7 ��►,t��� ♦�rf �1♦ �1����������� f1� ZS I��� -1 ♦_t�_: re
M► v� r� ►Tti A. •.1 6► K� AL A A�;y ~.I PA∎ A l r 4_•zA_A_� w �i► ���w �«.,...4 17 ;Vcar..4#0.�... q w�e O
w�����w i► a ..��w� l► fi .tif A♦ ���r �i��r�:: �����r .�.:��i ►r�►�A�� �►�i► a._
'C�
r a �..��i►�a ��A��.�_�n�c .co��• .,a `t
'l Y i 5� 13 15 EXISTING 12 WATERLINE 0 4 o
-1- 41
o COY''
�`L
`Lem R; ,\°ec +o'
21" RCP (E} INV. 903.73'
-1 ZONING 0 STORM MANHO RECONSTRUCTED sTULTZ BEEHIVE INLET
RESIDENTIAL USE T.C. ELEV.= 913.38 ALMOND DRAIN TC. ELEV.= 909.04
24" RCP (E) INV.=
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Flow Arrow
Water Main
h; 2. STREET WIDENING SHALL INCLUDE A 3' WIDE STONE SHOULDER
WITH 6" SSD UNDER SHOULDER.
RM OF THOMAS A. STULTZ ANSOV. ALMOND DRAIN
P HAMILTON COUNTY REGULATED DRAI1d
AS F' ND IN THE HAMILTON COUNTY SURVE R'S OFFICE.
SUBJECT 75' STATUTORY EASEMENT ON BO SIDES
OF THE TILE MAIN. (PLOTTED LOCATION, EXACT LO ANION
NOT DETERMINED,.
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
'IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
CURVE DATA TABLE
CURVE LENGTH RADIUS CHORD CHORD BEARING DELTA
C1 235.62' 150.00' 212.13' 54527'19"E 90'00'00"
C2 111.44' 300.00' 110.80' S10'11'11 "W 21'16'59"
C3 188.86' 300.00' 185.76' NO2'47'35 "E 36'04'11"
C4 111.44' 300.00' 110.80' S11'05'48 "E 2116'59"
C5 753.98' 480.00' 678.82' N44'32'41 "E 90'00'00"
C6 235.62' 150.00' 212.13' N45'27'19 "W 90'00'00"
C7 235.62' 150.00' 212.13' N44'32'41 "E 90'00'00"
C8 55.24' 400.00' 55.20' S85'35'19 "W 7'54'45"
C9 57.83' 400.00' 57.78' N85'46'27 "E 8'17'00"
PERIMETER ROAD IMPROVEMENTS
1. WEST SIDE OF TOWNE ROAD AND NORTH SIDE OF 141ST STREET
SHALL BE WIDENED TO 15' MEASURED FROM THE CENTERLINE
OF THE EXISTING PAVEMENT TO THE EDGE OF PAVEMENT. SEE
X- SECTION ON P801.
3. RESURFACING OF ENTIRE ROAD WAY IS REQUIRED ON TOWNE ROAD
AND 141ST STREET WITHIN THE LIMITS OF THE SITE. SURFACE
MILL EXISTING PAVEMENT 1" AT EDGES OF RESURFACING TO FORM
A SMOOTH SURFACE.
4. EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO FORM A
CLEAN EDGE WHERE PAVEMENT WIDENING OCCURS.
y
THOMAS A. STULTZ ANSON V. ALMOND DRAIN
PER HAMILTON COUNTY REGULATED DRAIN DESCRIPTION
AS FOUND IN THE HAMILTON COUNTY SURVEYOR'S
OFFICE. SUBJECT TO 75' STATUTORY EASEMENT ON
BOTH SIDES OF THE 11LE DRAIN. (PLOTTED LOCATION,
E ►T LOCATION NOT DETERMINED, THE LEGAL
e
'IN MAP IN THE H.C.S. OFFICE SHOWS
THE DRAIN ON THE SOUTH SIDE OF 141ST STREET).
ASSUMED NORTH
SCALE: 1 =60'
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2005)
‘A,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
02/18/05
PROJECT NO.:
5076.001
DRAWN BY:
PRC
CHECKED B CC tJ
SHEET TITLE:
PRIMARY PLAT
DRAWING FILES:
R: \5K \5076 \001 \DWGS \P101
XREF: PRE3
XREF: 5076001S
S
SHEET NO.:
p.dr-
PROPOSED
HEATHER KNOLL
SECTION 2
911.04
X11 5 6
V.=91 2.77
LAND DESCRIPTION (PER SURVEY)
A part of the East Half of the Northeast Quarter of Section 20, Township 18
North, Range 3 East, Hamilton County, Indiana described as follows:
Beginning at the Southeast corner of said East Half; thence South 89 degrees
32 minutes 42 seconds West along the south line of said East Half a distance of
1331.15 feet to the Southwest corner of said East Half; thence North 00 degrees
08 minutes 01 seconds West along the west line of said East Half a distance of
1814.26 feet; thence North 89 degrees 32 minutes 42 seconds East parallel with
said south line a distance of 1325.68 feet to a Mag nail set this survey and
point being on the east line of said Northeast Quarter; thence South 00 degrees
18 minutes 23 seconds East along said east line a distance of 1814.23 feet to
the Point of Beginning, containing 55.327 acres, more or less.
OrO 6:2 MANHOLE
C. V 914.62
18" RCP (E) INV.= 906.12
APPROXIMATLE ?850'
FROM PROPER UNE x
�r ��y'h': ,,�e•� fir.
0 S RIP RAP SEE
LAKE #2 DET L-
NORMAL PQOL ELEV 90.50
100 Y A ELEV= 908.00
COMMON AREA "A"
93,499 S.F.
0
o°c
UTILITIES
Indiana Underground Utility Location Service (1- 800 -382 -5544) was contacted on October 5,
2004 for marking of utilities (confirmation #0410053075).
Water
Carmel Utilities
760 3RD Ave. SW Suite 110
Carmel, Indiana 46032
317 -571 -2648
Telephone
Ameritech
220 North Meridian Street
Indianapolis Indiana 46204
317- 265 -4878
Storm Sek, er, Streets
Deportment of Engineering
City of Carmel
One Civic Square
Carmel, Indiana 46032
Sanitary Sewer
Clay Township Regional Waste
10755 North College Avenue
Carmel, Indiana 46032
317 -844 -9200
Cable Television
Insight Cablevision
15229 Stoney Creek Way
Noblesville, Indiana 46060
(317) 776 -0660
Storm sewer, Legal Drains
Hamilton County Surveyor
One Hamilton County Square,
Noblesville, Indiana 46060
Gas
Vectren Energy Delivery
P.O. Box 1700
Noblesville, Indiana 46061
317 -776 -5534
Electric
Cinergy
100 S. Mill Creek Rd.
Noblesville, Indiana 46060
(317) 776 -5337
Suite 188
Note The nature, size and location of utilities are per plans and locations provided by the
respective utility companies. The above list constitutes some, if not all, of the utility companies
which may provide service in the area of, and adjacent to, the subject project, based upon the
information available through such plans and locations, and any incidental visual inspection. Ali
utility companies should be notified prior to any excavation for field location of services and
verification of size and nature of services.
14,726 S.F.
oil 3�•.�
16,204 S.F.
20' BL
137.87
COMMO
AREA
DU &SE �o
21,818
LAND CAPING AND C
SIGNGE EASEMENT
70.00'
s S N
365.00'
95.01'
20' DU&SE
20' BL
13,243 S.F.
76,218 S.F. 0)N v
DRAINAGE EASEMENT
LANDSCAPING AND SIGtAPE EASEMENT
4' c\
COMMON AREA "C"
20' DU &5E
18" RCP
158.23'
15" LANDSCAPE B
298.231
+95.01'
20' DU &SE
--7
C 24" RCP
10" PVC
16 .5'
Ir jNI2II
12 "RP`
N89 41*S:
58
15,954
120.00'
140.00'
5' DU &SE
59
131207 S.F.
(60
13,207 S.F.
LAKE #1
NORMAL POOL ELEV= 903.50
100,eitAR ELEV =06.75
'COMMON AR "E"
288,947 S.F.
DRAINAGE EASEMENT
L D ING AND SIGNAGE EASEMET
171,131
15' DU &SE 1
Gam_
15" RCP
G
rte I d
III'
Vr r
■Jl 1�
il'7ti 7 a
.L .w►_ w w w
!ii-44:4":'11111 1 'zt= .-a L v S y w II 1 1 r� r it ,y f::::1:7-L?►i."1� i'..ei�"*�,. a 'R'' 1/.�i..�a �-�r_a a►. r�� •q ►w ♦.i i♦r i.: i..ii ♦r♦� t r. w w w v v v v r ai�� 'r.`I.�I'�i't�7♦".� i V w
v �w L, e y�s���r f► s 4i.'r ♦i ♦�.4`..� tz .V p o.r.:.._ ∎_'a l �tt►� 1 ��i!�;!� e.%L►
o 4 9 oti' o Air
L---- 913- \t'
MAG NAIL FOUND h
0.3' EAST s sue ti n�� -f9�^ v r n. �ti s n
r`�' tin. f
r� OVERHEAD LINE EA STORM MANHOLE
i i IN FAVOR OF P51 ENERGY, INC. T.C. ELEV. 904.63
INSTR #200300086915 (55') 21" RCP (E) INV 904.63
EKENrcHcmtAam.
BM THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS
SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL
POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL
GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER
SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE
INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983
NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING
REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS
POINT #200
ELEVATION 910.88 FT (NAD83)
TBM 1 CUT "X N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF
THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF
TOWNE ROAD
ELEVATION 914.55 FT
TBM 2 CUT "X S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF
THE SOUTHWEST BOUNDARY CORNER
ELEVATION 915.39 FT
'TBM 3 CUT "X N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF
CENTERLINE OF 141ST STREET, CENTER OF SITE
ELEVATION 914.54 FT
TBM 4 CUT "X S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF
CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD
ELEVATION 911.98 FT
20' BL
20' DU &SE g
20' DU &SE
120,00
120.00'
IJ,JILF 3.r
20' BL
calEINOERAIL, IN
1. ALL SANITARY SEWER LINES SHALL BE 8" PVC UNLESS
NOTED OTHERWISE.
2. ALL WATERMA(NS SHALL BE 8 UNLESS NOTED
OTHERWISE.
3. ALL STREETS ARE TO BE 30' WIDE AND HAVE A 50'
RIGHT -OF -WAY WIDTH, UNLESS NOTED OTHERWISE.
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1r47at. �rLS. ti� ��rlr�....�. .1� �i i 1 �..1. 744_t 1 r F• r S 4 lve
s�
r 7.7 ��►,t��� ♦�rf �1♦ �1����������� f1� ZS I��� -1 ♦_t�_: re
M► v� r� ►Tti A. •.1 6► K� AL A A�;y ~.I PA∎ A l r 4_•zA_A_� w �i► ���w �«.,...4 17 ;Vcar..4#0.�... q w�e O
w�����w i► a ..��w� l► fi .tif A♦ ���r �i��r�:: �����r .�.:��i ►r�►�A�� �►�i► a._
'C�
r a �..��i►�a ��A��.�_�n�c .co��• .,a `t
'l Y i 5� 13 15 EXISTING 12 WATERLINE 0 4 o
-1- 41
o COY''
�`L
`Lem R; ,\°ec +o'
21" RCP (E} INV. 903.73'
-1 ZONING 0 STORM MANHO RECONSTRUCTED sTULTZ BEEHIVE INLET
RESIDENTIAL USE T.C. ELEV.= 913.38 ALMOND DRAIN TC. ELEV.= 909.04
24" RCP (E) INV.=
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Flow Arrow
Water Main
h; 2. STREET WIDENING SHALL INCLUDE A 3' WIDE STONE SHOULDER
WITH 6" SSD UNDER SHOULDER.
RM OF THOMAS A. STULTZ ANSOV. ALMOND DRAIN
P HAMILTON COUNTY REGULATED DRAI1d
AS F' ND IN THE HAMILTON COUNTY SURVE R'S OFFICE.
SUBJECT 75' STATUTORY EASEMENT ON BO SIDES
OF THE TILE MAIN. (PLOTTED LOCATION, EXACT LO ANION
NOT DETERMINED,.
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
'IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
CURVE DATA TABLE
CURVE LENGTH RADIUS CHORD CHORD BEARING DELTA
C1 235.62' 150.00' 212.13' 54527'19"E 90'00'00"
C2 111.44' 300.00' 110.80' S10'11'11 "W 21'16'59"
C3 188.86' 300.00' 185.76' NO2'47'35 "E 36'04'11"
C4 111.44' 300.00' 110.80' S11'05'48 "E 2116'59"
C5 753.98' 480.00' 678.82' N44'32'41 "E 90'00'00"
C6 235.62' 150.00' 212.13' N45'27'19 "W 90'00'00"
C7 235.62' 150.00' 212.13' N44'32'41 "E 90'00'00"
C8 55.24' 400.00' 55.20' S85'35'19 "W 7'54'45"
C9 57.83' 400.00' 57.78' N85'46'27 "E 8'17'00"
PERIMETER ROAD IMPROVEMENTS
1. WEST SIDE OF TOWNE ROAD AND NORTH SIDE OF 141ST STREET
SHALL BE WIDENED TO 15' MEASURED FROM THE CENTERLINE
OF THE EXISTING PAVEMENT TO THE EDGE OF PAVEMENT. SEE
X- SECTION ON P801.
3. RESURFACING OF ENTIRE ROAD WAY IS REQUIRED ON TOWNE ROAD
AND 141ST STREET WITHIN THE LIMITS OF THE SITE. SURFACE
MILL EXISTING PAVEMENT 1" AT EDGES OF RESURFACING TO FORM
A SMOOTH SURFACE.
4. EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO FORM A
CLEAN EDGE WHERE PAVEMENT WIDENING OCCURS.
y
THOMAS A. STULTZ ANSON V. ALMOND DRAIN
PER HAMILTON COUNTY REGULATED DRAIN DESCRIPTION
AS FOUND IN THE HAMILTON COUNTY SURVEYOR'S
OFFICE. SUBJECT TO 75' STATUTORY EASEMENT ON
BOTH SIDES OF THE 11LE DRAIN. (PLOTTED LOCATION,
E ►T LOCATION NOT DETERMINED, THE LEGAL
e
'IN MAP IN THE H.C.S. OFFICE SHOWS
THE DRAIN ON THE SOUTH SIDE OF 141ST STREET).
ASSUMED NORTH
SCALE: 1 =60'
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2005)
‘A,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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