HomeMy WebLinkAboutC401 Sanitary Sewer Plan & Profile915
910
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54,j 2 v "O'RKNC DAYS BEFORE YOU DIG
1- 800 382 -5544
CAA TOLL ~GE
PER ND ANA STA.. LAW I5 59 -1991.
T 'S �;A'NST _F DO El_ XCA.VA 1
Wl THOU THE UNDERGROUND
LC :!5A F ON SEP` .CE TWO (2) WORKING
DAYS BEFORE COMMENCING, `ORK.
CON /2 THE CITY 05 CARM "E1_ UTILITY
DEPARTMENT AE 317) 5T-2548 FOR
I_
E !._OCA Tl/25 /2 0I '.Y WA MAINS.
ID
Z
z
m
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72
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Granular Backfill
3CV_RACTOR TO FIELD
`/E :5Y INVERT PRIOR 10
CONSTRUCTION.
0.42% 8 "PVC
CC9NNF C TO EXISTING
10' OF EXISTING
8" PVC STUB
23
0
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2. Ali. CONS 1 RUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED 53 COMPLIANCE WITH APPLICABLE C.S.H.A.
STANDARDS FOR WORKER SAFETY.
J. IT 5/HALL BE THE CONTRACTORS RESPONSIBILITY 7 0 FIELD
VER 55 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING' TREES.
6, WYES AND LATERALS TOO BE 6" RIPE 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 U TILER' 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 :'LUGGED OR CAPPED, UNLESS
OTHERWISE NOTED,
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET
SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT
OE THE LOT, BUT IN NO CASE SHOULD THE END OF THE
LATERALS RALS BE CLOSER TI FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED,
SCALE: 1"5O'
,n
LCD rEE
O
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2/
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LJ
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND SFATE STANDARDS.
ALL WYE, LATERAL AND PROFILE STATIONS ARE ROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
0'
0.7 O 00
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0
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L_J
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SCALE: HORZ.:
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910
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895
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0000075
STATE 05
v
/ANAL
/I 1! l l I I l l 11111110o
DATE: 7/02/04
THIS DRAWING AND THE PEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE TIRE Ex uSIVE
INTELLECTUAL =CTUAL /ROPER IY O THE SCH J'E :DE R
C FBORP,EICN, AND ARE NOT TO USED GE'
PEPRCD OED, IN WHOLE OR IN PAR I WI HIHS
THE WR,TTEN CONSENT OE THE s hi!,EDE
CORPORA I ION.
5) 000YR'C.i BY THE SCHNEIDER 0U'0H ?004)
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
z
z
0
0)
z
02
Village of WestClay
SECTION 9004
BRENWICK DEVELOPMENT CO.
j
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Sheet
C801
umbe
Number
6
Description
Precast Reinforced Concrete Manhole
C801 9
C801 10
C801 11
Sanitary Sewer Bedding Detail
Service Connection for Shallow Sewer
Wye Lateral Capping Detail
all
C 7
ALL SANITARY SEWER LATERALS TO HAVE
FULL DEPTH COMPACTED GRANULAR BACKFILL
FROM RIGHT OF WAY TO RIGHT OF WAY.
915
910
905
900
895
890
885
880
875
00
177
BLOCK "A" COMMONS
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U-
SA\TARY SLWE PEA
E
TARP SI- WI R PROFIL1-
V 74
Ic y i
T X,
NC 11
1 9 1 urEL
r' T
F' 9 i"3 45 G
BLOCK "B" COMMONS
45%
E -T N
S C',U
'ANI
L_ A /1
Sr OTSWOOD STREET
B, P V C
45
EL J
Z
2/
72
2/
a7—
O
Epp
C
y
f
45
CT
O
O
OD
CD
Z
Existing Grade
New Grade
W
O
Q
Q
Z
Q
3 D
O
L7 C0
co css
r U
(JD 5
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
"IT'S THE LAW"
54,j 2 v "O'RKNC DAYS BEFORE YOU DIG
1- 800 382 -5544
CAA TOLL ~GE
PER ND ANA STA.. LAW I5 59 -1991.
T 'S �;A'NST _F DO El_ XCA.VA 1
Wl THOU THE UNDERGROUND
LC :!5A F ON SEP` .CE TWO (2) WORKING
DAYS BEFORE COMMENCING, `ORK.
CON /2 THE CITY 05 CARM "E1_ UTILITY
DEPARTMENT AE 317) 5T-2548 FOR
I_
E !._OCA Tl/25 /2 0I '.Y WA MAINS.
ID
Z
z
m
O
72
Cn
z
Granular Backfill
3CV_RACTOR TO FIELD
`/E :5Y INVERT PRIOR 10
CONSTRUCTION.
0.42% 8 "PVC
CC9NNF C TO EXISTING
10' OF EXISTING
8" PVC STUB
23
0
s
Z
Q
2/
z
7
2. Ali. CONS 1 RUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED 53 COMPLIANCE WITH APPLICABLE C.S.H.A.
STANDARDS FOR WORKER SAFETY.
J. IT 5/HALL BE THE CONTRACTORS RESPONSIBILITY 7 0 FIELD
VER 55 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING' TREES.
6, WYES AND LATERALS TOO BE 6" RIPE 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 U TILER' 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 :'LUGGED OR CAPPED, UNLESS
OTHERWISE NOTED,
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET
SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT
OE THE LOT, BUT IN NO CASE SHOULD THE END OF THE
LATERALS RALS BE CLOSER TI FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED,
SCALE: 1"5O'
,n
LCD rEE
O
O LCD
N
2/
00 X
L
0
LJ
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND SFATE STANDARDS.
ALL WYE, LATERAL AND PROFILE STATIONS ARE ROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
0'
0.7 O 00
O co 1
0
X X
L_J
Z
Z
SCALE: HORZ.:
VE R T.
L
1 =50'
1 =5'
910
915
905
900
895
890
885
880
875
\\\0,00 11 milli/0N
0N T. e
\O.
0000075
STATE 05
v
/ANAL
/I 1! l l I I l l 11111110o
DATE: 7/02/04
THIS DRAWING AND THE PEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE TIRE Ex uSIVE
INTELLECTUAL =CTUAL /ROPER IY O THE SCH J'E :DE R
C FBORP,EICN, AND ARE NOT TO USED GE'
PEPRCD OED, IN WHOLE OR IN PAR I WI HIHS
THE WR,TTEN CONSENT OE THE s hi!,EDE
CORPORA I ION.
5) 000YR'C.i BY THE SCHNEIDER 0U'0H ?004)
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
z
z
0
0)
z
02
Village of WestClay
SECTION 9004
BRENWICK DEVELOPMENT CO.
DATE:
7/02/04
PROJECT NO.:
1238.9004
DRAWN BY:
DCC
CHECKED B
SHEET TITLE:
SANITARY SEWER
PLAN PROFILE
I DRAWING FILES:
N: \1238 \9004 \DWGS \C401- 402.DWG
XREF: 9004 BS.DWG
XREF: 9005- BS.DWG
XREF: 9007- BS.DWG
XREF: 9006- B- BS.DWG
XREF: NOR- BS.DWG
XREF: SANITARY.DWG
SHEET NO.:
4
all
915
910
905
900
895
890
885
880
875
00
177
BLOCK "A" COMMONS
0
ELL
CD
n
�D
1 LB;
O
0 00
X X
n
O
L J 1 i T,
00
2/
2/
O
LED
TN
1
1 -/f;
r 77?// /i
R
c
D
BF0U'
Cji
CD
ij
c2-
Q
v2
O
2/
F
L•
co Do
O
O
Z
Fri
k o
J r-
7/
0
cif
EJ
3
O
3D
31
CJ1
cE DEJ
("1
C.�50
SA\
7
31
7/
01
{v
0
N
CO
CO
O
N
73
7
2/
Q
O i
U-
SA\TARY SLWE PEA
E
TARP SI- WI R PROFIL1-
V 74
Ic y i
T X,
NC 11
1 9 1 urEL
r' T
F' 9 i"3 45 G
BLOCK "B" COMMONS
45%
E -T N
S C',U
'ANI
L_ A /1
Sr OTSWOOD STREET
B, P V C
45
EL J
Z
2/
72
2/
a7—
O
Epp
C
y
f
45
CT
O
O
OD
CD
Z
Existing Grade
New Grade
W
O
Q
Q
Z
Q
3 D
O
L7 C0
co css
r U
(JD 5
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
"IT'S THE LAW"
54,j 2 v "O'RKNC DAYS BEFORE YOU DIG
1- 800 382 -5544
CAA TOLL ~GE
PER ND ANA STA.. LAW I5 59 -1991.
T 'S �;A'NST _F DO El_ XCA.VA 1
Wl THOU THE UNDERGROUND
LC :!5A F ON SEP` .CE TWO (2) WORKING
DAYS BEFORE COMMENCING, `ORK.
CON /2 THE CITY 05 CARM "E1_ UTILITY
DEPARTMENT AE 317) 5T-2548 FOR
I_
E !._OCA Tl/25 /2 0I '.Y WA MAINS.
ID
Z
z
m
O
72
Cn
z
Granular Backfill
3CV_RACTOR TO FIELD
`/E :5Y INVERT PRIOR 10
CONSTRUCTION.
0.42% 8 "PVC
CC9NNF C TO EXISTING
10' OF EXISTING
8" PVC STUB
23
0
s
Z
Q
2/
z
7
2. Ali. CONS 1 RUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED 53 COMPLIANCE WITH APPLICABLE C.S.H.A.
STANDARDS FOR WORKER SAFETY.
J. IT 5/HALL BE THE CONTRACTORS RESPONSIBILITY 7 0 FIELD
VER 55 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING' TREES.
6, WYES AND LATERALS TOO BE 6" RIPE 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 U TILER' 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 :'LUGGED OR CAPPED, UNLESS
OTHERWISE NOTED,
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET
SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT
OE THE LOT, BUT IN NO CASE SHOULD THE END OF THE
LATERALS RALS BE CLOSER TI FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED,
SCALE: 1"5O'
,n
LCD rEE
O
O LCD
N
2/
00 X
L
0
LJ
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND SFATE STANDARDS.
ALL WYE, LATERAL AND PROFILE STATIONS ARE ROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
0'
0.7 O 00
O co 1
0
X X
L_J
Z
Z
SCALE: HORZ.:
VE R T.
L
1 =50'
1 =5'
910
915
905
900
895
890
885
880
875
\\\0,00 11 milli/0N
0N T. e
\O.
0000075
STATE 05
v
/ANAL
/I 1! l l I I l l 11111110o
DATE: 7/02/04
THIS DRAWING AND THE PEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE TIRE Ex uSIVE
INTELLECTUAL =CTUAL /ROPER IY O THE SCH J'E :DE R
C FBORP,EICN, AND ARE NOT TO USED GE'
PEPRCD OED, IN WHOLE OR IN PAR I WI HIHS
THE WR,TTEN CONSENT OE THE s hi!,EDE
CORPORA I ION.
5) 000YR'C.i BY THE SCHNEIDER 0U'0H ?004)
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
z
z
0
0)
z
02
Village of WestClay
SECTION 9004
BRENWICK DEVELOPMENT CO.