HomeMy WebLinkAboutC401 Sanitary Sewer Plan & ProfileO NE
co
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OUT OF MANHOLE
244
WYE LAT.
2 +49
262
WYE LAT.
1 +88
WYE LAT.
1432
1+37
243
--2-
259'
261
WYE LAT.
-9+63
0+69
0.50%
242
WYE LAT.
2+45
WYE LAT.
1
1 +99
8 "PVC
260
WYE LAT.
1 +31
241
15" RCP
INV- 885.9±
263'
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
259
WYE LAT.
0171
0+74
0.44%
240
258
WYE LAT.
1 +68
N
WYE LAT.
1 +58
8 "PVC
SA\TA
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.
—2
255'
257
WYE LAT.
2 +19
WYE LAT.
0+40V
235
0.41
12002 —B
INCYTES
1—
L.�J
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C/)
F'
w
W
5
Cr)
LJ
U)
O
Li
SA\TARY SEWER PLA\
8 "PVC
�Y SEWER PROFILE
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.
9. ALL BACKFILL WITHIN RIGH -OF -WAY MUST BE
MECHANICALLY COMPACTED IN LIFTS.
10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES
IN SEPARATION REQUIRES CONCRETE ENCASEMENT.
12002 —B
4'
248'
-0-
0.49
N N
N N
N N
N N
N N
i
N
8 "PVC
243'
SECTION 12002 -A SANITARY SEWER MAIN EX.A403 G6400 0401 G402 G403 C404
ILlECC_uIEENfIlD
Existing Grade
New Grade
Granular Backfill
-0455f
0.47%
8 "PVC
CONNECT TO
EXISTING STUB
co
0o z z
U
W
L
X
J
to
csD
0o
o0
le
SCALE: 1 =50'
Z
HOLEY MOLEY SAYS
of
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 UNDERGROUN
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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HORZ.: 1"=50'
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�`�t�Q G \STER �'Q
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No.
0000075
-20 STATE OF `QS
4 "ONAL
/I /I►nruntnm;t"
DATE: 3/1/04
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. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
7
Sheet
Detail
Number
n
Descri tion
P
C 802
1
Precast Reinforced Concrete Manhole
C802
5
Sanitary Sewer Bedding Detail
C802
6
House Connection to Main Sewer
C802
7
Wye Lateral Capping Detail
Y PP 9
C802
8
Precast Reinforced Conc. Drop Manhc
"NCO'
IL .1
ALL SANITARY SEWER LATERALS TO
HAVE FULL DEPTH GRANULAR BACKFILL
FROM RIGHT OF WAY TO RICH 0= WAY,
O NE
co
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W
J
Z
0
>k
N)
0
OUT OF MANHOLE
244
WYE LAT.
2 +49
262
WYE LAT.
1 +88
WYE LAT.
1432
1+37
243
--2-
259'
261
WYE LAT.
-9+63
0+69
0.50%
242
WYE LAT.
2+45
WYE LAT.
1
1 +99
8 "PVC
260
WYE LAT.
1 +31
241
15" RCP
INV- 885.9±
263'
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
259
WYE LAT.
0171
0+74
0.44%
240
258
WYE LAT.
1 +68
N
WYE LAT.
1 +58
8 "PVC
SA\TA
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.
—2
255'
257
WYE LAT.
2 +19
WYE LAT.
0+40V
235
0.41
12002 —B
INCYTES
1—
L.�J
C J
C/)
F'
w
W
5
Cr)
LJ
U)
O
Li
SA\TARY SEWER PLA\
8 "PVC
�Y SEWER PROFILE
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.
9. ALL BACKFILL WITHIN RIGH -OF -WAY MUST BE
MECHANICALLY COMPACTED IN LIFTS.
10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES
IN SEPARATION REQUIRES CONCRETE ENCASEMENT.
12002 —B
4'
248'
-0-
0.49
N N
N N
N N
N N
N N
i
N
8 "PVC
243'
SECTION 12002 -A SANITARY SEWER MAIN EX.A403 G6400 0401 G402 G403 C404
ILlECC_uIEENfIlD
Existing Grade
New Grade
Granular Backfill
-0455f
0.47%
8 "PVC
CONNECT TO
EXISTING STUB
co
0o z z
U
W
L
X
J
to
csD
0o
o0
le
SCALE: 1 =50'
Z
HOLEY MOLEY SAYS
of
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 UNDERGROUN
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
w 00
X 7C
W W
900
895
HORZ.: 1"=50'
SCALE
VERT.: 1"=5'
N
905
v 5 w W
CD C2) CD CD
o r4-) 0
Uf UF U
U W U W U
w CO m n
Ni Lri
0
�`�t�Q G \STER �'Q
O f
No.
0000075
-20 STATE OF `QS
4 "ONAL
/I /I►nruntnm;t"
DATE: 3/1/04
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. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
I
VNVIQNI 'IRIARDIVa
'03 ZNTNidO'IR11RQ NDIV NTE
PROJECT NO.:
1238.1202
WestCI
1
INDIANA
CHECKED BY:
SHEET TITLE:
SANITARY SEWER PLAN
AND PROFILE
DRAWING FILES:
N: \1238 \1202 \DWGS \C401- 402.DWG
XREF: 1202ABS.DWG
XREF: 1202BBS.DWG
XREF: SANITARY.DWG
XREF: 1201 BS.DWG
SHEET NO.:
4
C
..e-
0 ..r....a.
O NE
co
W
J
Q
�zz
W
J
Z
0
>k
N)
0
OUT OF MANHOLE
244
WYE LAT.
2 +49
262
WYE LAT.
1 +88
WYE LAT.
1432
1+37
243
--2-
259'
261
WYE LAT.
-9+63
0+69
0.50%
242
WYE LAT.
2+45
WYE LAT.
1
1 +99
8 "PVC
260
WYE LAT.
1 +31
241
15" RCP
INV- 885.9±
263'
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
259
WYE LAT.
0171
0+74
0.44%
240
258
WYE LAT.
1 +68
N
WYE LAT.
1 +58
8 "PVC
SA\TA
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.
—2
255'
257
WYE LAT.
2 +19
WYE LAT.
0+40V
235
0.41
12002 —B
INCYTES
1—
L.�J
C J
C/)
F'
w
W
5
Cr)
LJ
U)
O
Li
SA\TARY SEWER PLA\
8 "PVC
�Y SEWER PROFILE
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.
9. ALL BACKFILL WITHIN RIGH -OF -WAY MUST BE
MECHANICALLY COMPACTED IN LIFTS.
10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES
IN SEPARATION REQUIRES CONCRETE ENCASEMENT.
12002 —B
4'
248'
-0-
0.49
N N
N N
N N
N N
N N
i
N
8 "PVC
243'
SECTION 12002 -A SANITARY SEWER MAIN EX.A403 G6400 0401 G402 G403 C404
ILlECC_uIEENfIlD
Existing Grade
New Grade
Granular Backfill
-0455f
0.47%
8 "PVC
CONNECT TO
EXISTING STUB
co
0o z z
U
W
L
X
J
to
csD
0o
o0
le
SCALE: 1 =50'
Z
HOLEY MOLEY SAYS
of
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 UNDERGROUN
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
w 00
X 7C
W W
900
895
HORZ.: 1"=50'
SCALE
VERT.: 1"=5'
N
905
v 5 w W
CD C2) CD CD
o r4-) 0
Uf UF U
U W U W U
w CO m n
Ni Lri
0
�`�t�Q G \STER �'Q
O f
No.
0000075
-20 STATE OF `QS
4 "ONAL
/I /I►nruntnm;t"
DATE: 3/1/04
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. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
11/30/04
PROJECT NO.:
1238.1202
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER PLAN
AND PROFILE
DRAWING FILES:
N: \1238 \1202 \DWGS \C401- 402.DWG
XREF: 1202ABS.DWG
XREF: 1202BBS.DWG
XREF: SANITARY.DWG
XREF: 1201 BS.DWG
SHEET NO.:
4
C
..e-
0 ..r....a.
O NE
co
W
J
Q
�zz
W
J
Z
0
>k
N)
0
OUT OF MANHOLE
244
WYE LAT.
2 +49
262
WYE LAT.
1 +88
WYE LAT.
1432
1+37
243
--2-
259'
261
WYE LAT.
-9+63
0+69
0.50%
242
WYE LAT.
2+45
WYE LAT.
1
1 +99
8 "PVC
260
WYE LAT.
1 +31
241
15" RCP
INV- 885.9±
263'
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
259
WYE LAT.
0171
0+74
0.44%
240
258
WYE LAT.
1 +68
N
WYE LAT.
1 +58
8 "PVC
SA\TA
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.
—2
255'
257
WYE LAT.
2 +19
WYE LAT.
0+40V
235
0.41
12002 —B
INCYTES
1—
L.�J
C J
C/)
F'
w
W
5
Cr)
LJ
U)
O
Li
SA\TARY SEWER PLA\
8 "PVC
�Y SEWER PROFILE
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.
9. ALL BACKFILL WITHIN RIGH -OF -WAY MUST BE
MECHANICALLY COMPACTED IN LIFTS.
10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES
IN SEPARATION REQUIRES CONCRETE ENCASEMENT.
12002 —B
4'
248'
-0-
0.49
N N
N N
N N
N N
N N
i
N
8 "PVC
243'
SECTION 12002 -A SANITARY SEWER MAIN EX.A403 G6400 0401 G402 G403 C404
ILlECC_uIEENfIlD
Existing Grade
New Grade
Granular Backfill
-0455f
0.47%
8 "PVC
CONNECT TO
EXISTING STUB
co
0o z z
U
W
L
X
J
to
csD
0o
o0
le
SCALE: 1 =50'
Z
HOLEY MOLEY SAYS
of
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 UNDERGROUN
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
w 00
X 7C
W W
900
895
HORZ.: 1"=50'
SCALE
VERT.: 1"=5'
N
905
v 5 w W
CD C2) CD CD
o r4-) 0
Uf UF U
U W U W U
w CO m n
Ni Lri
0
�`�t�Q G \STER �'Q
O f
No.
0000075
-20 STATE OF `QS
4 "ONAL
/I /I►nruntnm;t"
DATE: 3/1/04
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. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering