HomeMy WebLinkAbout03090013 Townhomes at Hunter's Creek Large Plan pg. G=V,ILT(C10=11.EIlaT'IL
DATE:
8/29/03
PROJECT NO.:
4409.001
DRAWN BY:
DRP
CHECKED BY:
JCC
SHEET TITLE:
SANITARY SEWER PLAN
DRAWING FILES:
R: \4K\4409 \001 \DWGS \C401
XREF: R: \4K \4409 \001 \DWGS \SANITARY
XREF: R: \4K \4409 \001 \DWGS \001BS
XREF: R: \4K \4409 \001 \DWGS \001 TOPO
II I
OIL
I
=V,ILT(C10=11.EIlaT'IL
DATE:
8/29/03
PROJECT NO.:
4409.001
DRAWN BY:
DRP
CHECKED BY:
JCC
SHEET TITLE:
SANITARY SEWER PLAN
DRAWING FILES:
R: \4K\4409 \001 \DWGS \C401
XREF: R: \4K \4409 \001 \DWGS \SANITARY
XREF: R: \4K \4409 \001 \DWGS \001BS
XREF: R: \4K \4409 \001 \DWGS \001 TOPO
SHEET NO.:
C
OIL
}f 1
E-
WYE LAT
0-i 39
WYE LAT.
0+44
74' 0.45% 8
n
be
L0C E BIE PLACE
LINE "B"
WYE LAT.
0 +30
WYE LAT. I
1 +54
MARAMA DRIVE
SA\TARY SEWER PLA\
TARY S
R PROFILE
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.
1 .847
CORE INTO EXISTING
MANHOLE
Existing Grade
New Grade
Granular Backfill
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 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.
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST
DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT
LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE
UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER,
BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN
FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE
END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS
OTHERWISE NOTED.
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL
EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN
NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5)
FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED.
Sheet Number Description
C801 1 Precast Reinforced Concrete Manhole
0801 5 Sanitary Sewer Bedding Detail
C8Q1 3 Service Co;:c;; ntio Shallow Sewer
y& Detail
PLUG AND SEAL EXISTING
6" INVERT TO SOUTHWEST
w
0
w
J
W
U
0
N
S
CRos
i
N0.
920350
STATE OF
O 444 NDIANP
0,11110 0
T UNA\
DATE:
HIS 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. (2003)1
4‘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
Geotechn ical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
8/29/03
PROJECT NO.:
4409.001
DRAWN BY:
DRP
CHECKED BY:
JCC
SHEET TITLE:
SANITARY SEWER PLAN
DRAWING FILES:
R: \4K\4409 \001 \DWGS \C401
XREF: R: \4K \4409 \001 \DWGS \SANITARY
XREF: R: \4K \4409 \001 \DWGS \001BS
XREF: R: \4K \4409 \001 \DWGS \001 TOPO
SHEET NO.:
C
OIL
}f 1
E-
WYE LAT
0-i 39
WYE LAT.
0+44
74' 0.45% 8
n
be
L0C E BIE PLACE
LINE "B"
WYE LAT.
0 +30
WYE LAT. I
1 +54
MARAMA DRIVE
SA\TARY SEWER PLA\
TARY S
R PROFILE
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.
1 .847
CORE INTO EXISTING
MANHOLE
Existing Grade
New Grade
Granular Backfill
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 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.
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST
DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT
LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE
UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER,
BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN
FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE
END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS
OTHERWISE NOTED.
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL
EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN
NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5)
FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED.
Sheet Number Description
C801 1 Precast Reinforced Concrete Manhole
0801 5 Sanitary Sewer Bedding Detail
C8Q1 3 Service Co;:c;; ntio Shallow Sewer
y& Detail
PLUG AND SEAL EXISTING
6" INVERT TO SOUTHWEST
w
0
w
J
W
U
0
N
S
CRos
i
N0.
920350
STATE OF
O 444 NDIANP
0,11110 0
T UNA\
DATE:
HIS 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. (2003)1
4‘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
Geotechn ical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering