HomeMy WebLinkAbout03090013 Townhomes at Hunter's Creek Large Plan pg. IDATE:
8/29/03
DRAWN BY:
DRP
il
SHEET TITLE:
STORM SEER PLAN
DRAWING FILES:
R: \4k \4409 \001 \DWGS \C601
XREF: R: \4k \4409 \001 \DWGS \001BS
XREF: R: \4k \4409 \001 \DWGS \001TOPO
SHEET NO.:
C 602
DATE:
8/29/03
PROJECT NO.:
4409.001
DRAWN BY:
DRP
CHECKED BY:
JCC
SHEET TITLE:
STORM SEER PLAN
DRAWING FILES:
R: \4k \4409 \001 \DWGS \C601
XREF: R: \4k \4409 \001 \DWGS \001BS
XREF: R: \4k \4409 \001 \DWGS \001TOPO
SHEET NO.:
C 602
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LOC E 8IE PLACE
LINE „8"
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SEWER PLA\
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"IT'S THE LAW"
CALL 2 WO 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,
10'
5.00%
15 "RCP
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY T FIELD VERIFY ALL
UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
IFIRINCIEEMIARIK
TBM1 RAILROAD SPIKE IN POWER POLE #838 -1812, 37 FEET EAST OF
RHORER ROAD EAST OF THE NORTHEAST CORNER OF HUNTER'S CREEK
SOUTH SECTION 1.
ELEVATION 840.23 (NGVD 1929)
TBM 2 NORTHWEST CORNER OF WALK AT THE STEPS FACING MARANA
DRIVE ON LOT 1 HUNTER'S CREEK SOUTH, SECTION 1.
ELEVATION 842.78
TBM 3 CUT "x" ON THE TOP OF THE NORTH SIDE OF THE AREA LIGHT
BASE ON SITE.
ELEVATION 847.85
TBM 4 CUT "x" AT THE TOP OF CURB ON THE CURB INLET ON THE
SOUTH SIDE OF MARANA DRIVE AT THE NORTHWEST CORNER OF THE
SUBJECT TRACT.
ELEVATION 857.86
TBM 5 TOP OF THE CONCRETE MONUMENT AT THE SOUTHEAST CORNER
OF LOT 39, HUNTER'S CREEK SOUTH, SECTION 1
ELEVATION 856.31
Sheet N Description
0801 9 Bedding Detail Reinforced Concrete Pipe (RCP)
)1M--"-------__ C801 7 &14 Roll Curb inlet Detail Paved Area Inlet
C801 6 Beehive Inlet Detail
C801 12 Storm Manhole Detail
SCALE: 1"=30'
LINE "C"
861
858
855
852
849
846
843
840
837
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Cr]
20'
2.70%
12 "RCP
2. 13;
12 Rap
It
1///// i
re 7
160'
4
2 r'RCP
62
STOR
V
1 .30%
12, RCP
-H
7.5'
1 .857
12 RCP
SEWER PROFILE
15 "RCP
123'
0.30%
12 "RCP
10" PVC RESTRICTOR IN DETENTION
OUTLET PIPE. SEE DETAIL 11/C801
IECTIENID
Existing Grade
New Grade
Granular Backfiil
SCALE: HORZ.:
VERT.:
1 =30'
1 =3'
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N 0. .5_
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STATE OF
VDIANP
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DATE: l z, o4
IS DRAWING AND THE IDEAS, [SIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTEI 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.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
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
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