HomeMy WebLinkAbout05020019 03 P102 Primary PlatDATE:
02/18/05
g
DRAWN BY:
PRC
CHECKED BY:
JCC
SHEET TITLE:
PRIMARY PLAT
DRAWING FILES:
R: \5K \5076 \001 \DWGS \P101
XREF: PRE3
XREF: 5076001S
SHEET NO.:
P.02
DATE:
02/18/05
PROJECT NO.:
5076.001
DRAWN BY:
PRC
CHECKED BY:
JCC
SHEET TITLE:
PRIMARY PLAT
DRAWING FILES:
R: \5K \5076 \001 \DWGS \P101
XREF: PRE3
XREF: 5076001S
SHEET NO.:
P.02
CURVE DATA TABLE
95.00'
J \f
A 00\, C AREA J
DRAINAGE EASEMENT n
20,431.F. Q o
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1
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 Sewer, Streets
Department of Engineering
City of Carmel
One Civic Square
Carmel, Indiana 46032
Note The nature, size and ocation 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. All
utility companies should be notified prior to any excavation for field location of services and
verification of size and nature of services.
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, Suite 188
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
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
1. ALL SANITARY SEWER LINES SHALL BE 8" PVC UNLESS
NOTED OTHERWISE.
2. ALL WATERMAINS 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.
"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 LENGTH RADIUS CHORD CHORD BEARING DELTA
C1 235.62' 150 00' 212.13' S4527'19/ 90'00'OO"
C2 111.44' 300.00' 110.80' S10'11'11 "W 2116'59"
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' N85'46'2tE 8'17'00"
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.
2. STREET WIDENING SHALL INCLUDE A 3' WIDE STONE SHOULDER
WITH 6" SSD UNDER SHOULDER.
3. RESURFACING OF ENTIRE ROAD WAY IS REQUIRED ON TOWNE ROA
AND 141ST STREET WITHIN THE LIMITS OF THE SITE. SURFACE
MILL EXISTING PAVEMENT 1" AT EDGES OF RESURFACING TO FOR
A SMOOTH SURFACE.
4. EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO FORM A
CLEAN EDGE WHERE PAVEMENT WIDENS.
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DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTFI I FCTUAL 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.
Q COPYRIGHTED BY THE SCHNEIDER CORP (2005)
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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