HomeMy WebLinkAbout09020016 Construction Plans for Primrose School, Carmel Science & Tech Park Blk7 Lot 3 pg. 061 s
PROJECT NO.:
7425.001
Sheet
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C803
6,12
Bedding Detail Reinforced Concrete Pipe (RCP)
C803
4,5
Roll Curb Inlet Detail
C803
3,9
Beehive Inlet Detail
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1,2
Storm Manhole Detail
C803
13
Precast Concrete End Section
C107
RipRap Detail 0 End Section
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DATE:
04/17/09
PROJECT NO.:
7425.001
DRAWN BY:
DCC
CHECKED BY:
BTB
SHEET TITLE:
STORM SEWER
PLAN PROFILE
DRAWING FILES:
T:\71A7425\001\dwgs\C601.dwg
XREF: T: \7k \7425 \001 \dwgs \Titlel.dwg
XREF: T: \7k \7425 \001 \dwgs \STORM.dwg
XREF: T: \7k \7425 \001 \dwgs \7425001 BS.dwg
XREF: T: \7k \7425 \001 \dwgs \001s— R- 2004.dwg
SHEET NO.:
C6011
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NOTE: THERE ARE TO BE NO WATER VALVES OR
MANHOLESS WITHIN THE PAVEMENT, CURB, OR
SIDEWALK /ASPHALT PATH WITH THE EXCEPTION OF CURB
INLETS WITHIN THE EXISTING OR PROPOSED RIGHT —OF —WAY.
ROOF DRAIN
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ASSUMED NORTH
SCALE: 1 30
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(1)
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. Unless otherwise noted, elevations shown hereon are based upon
said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88).
CP100 5/8" rebar w/ TSC random cap set ±350' W. of northwest building corner
on adjoining tract; ±3' N. of concrete walk along the drive north of site; ±50' NW
of northeast corner of site.
Elevation 844.38 (NAVD88)
TBM 1 Scribed triangle in the SW side of an area light base located northeast of
site; north side of drive north of site
Elevation 845.39 (NAVD88)
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1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPUCABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPUANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
SCALE: 1"=30'
ROOF DRAIN
INV 841.1±
HORZ.: 1"=50'
SCALE
VERT.: 1"=5'
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APANAL
13 STATE OF 4
DATE: 04/17/09
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. (2009)
‘b
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7300
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
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Land Surveying
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PRIMROSE SCHOOL
ACWORTH, GEORGIA
Viwgs\C601.dwg,
T:\7k\-7425\00