HomeMy WebLinkAboutC07.0 Sanitary Sewer Plan & Profilea
z
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=X. 15" R
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MANHOLE
T.C. 836.45
INV.S =829.78
BLDG. #6
MANHOLE
INV.N =827.56
INV.E =827.46
CONNECT EX.
12" VCP
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10 +00
t
ALDEN WAY
(PRIVATE)
I
I BLDG. #5
I I I
NEUMAN WAY
(PRIVATE)
u
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BLDG. #4
38'
0.15%
15" SDR 35 PVC
A L EX.
IN
K GROUT
TO FIELD VERIFY
F EXISTING WATER MAIN
CRADLE MAY BE REQUIRF
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12" STORM
EX. 8"
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101'
0.1%
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CONCRETE
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11+00
8" WAT R (MIN. 18'
VERT. tEPARATION
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52'
-E
12+00
22.08
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I I I I I
I I I I
BLDG. #8
1
ELWOOD AVE.
PRIVATE)
15' SANITARY SEWER
EASEMENT (TYP.)
0
U)
11
5 PVC 0.15%
15" SDR 35 PVC
13 +00
EX. SANITARY MANHOLE NO.2
TO= 831.60
CONNECTi)NS
UNKNO'W'N
ONCRETE
RADLE
REQUIRED
-EYDEN CROSCIN
(PRIVATE)
Jai
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7'
0.158
15" SDR PVC
V.
MANHO
I INV.N 821.44
INNS =821.44
15" RCP
£X. SANITARY t
PLUG AND SEAL NORTH INVERT M=829.30
WITH NON SHRINK GROUT. E4 V. E 821. 3
!N`1.E.= 8.%2.03
NEW EAST INVERT 821.65 (PROP. 15' PVC) (NV.N. =821.65
MANH
T.C.a83 1.20
INV.S =821.10 PROP. 15' PVC
INV.W= 821.10 EX. 15' VCP)
INV.E= 821.10 VCP)
SANITTRY MANHOLE NO.3
TC =830.43
(NV.E. =820.9:
INV.W, =821.03
INV.N. =821.33
VCP
38' OF
15 PVC
1� 00.15X
CONNECT EX.
HOLE
INV.N =821.1
INV.S =821.19
INV.E= 821.29
X. 15" VCP
TO REM IN
1
BLDG. #2
MANHOLE
INV.W= 821.89
INV.S =821.99
.14ORDYKE A "c
a n
(PRIVATE)
8'•C 1.00X
BLDG. #15
MANHOLE
T.C. 828.45
INV.W =822.7
IF OF 15' PVC 0 0.15X
MANHOLE
T.C. =829.60 TCH DC. TiOAD RARE)
INV.W =821.59 PROP. 15 PVC)
INV.W =822.11 12" VCP)
INV.E= 821.59 ROP. 15' PV
STOP
STOP
V
V
SFW
INF
Y
-R RLA\
GENEFALNO9ES
'fEMPORpRY TRAFFlC C01 DURING C NSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND ST TL STANDARDS.
IT SHALL BE THE CONTRACTORS RESPON
ALL UTUTY LOCATIONS BEFORE CONSTR
-4 ---IT- SHALL -BE- THE-- CONTRetCTOR-S- RESPON
ALL EX STING ELEVATIONS BEFORE CONS
STR CTUR
i
SFWFR PROFIL
IBILITY TO FIELD
C11ON BEGINS.
IBILITY TEHELD
R UC11ON BEGINS.
ALL INF�STRUCTU'E SHALL BE INSTALLED MN
ACCORDANCE WITH HE LOCAL UOVERNING
AUTHORITY'S CONSTRUCTION SItANDARDS.
ALL CONSTRUC110N ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE -WITH -APPLICABLE -0: &H A. sITANDARD9- FOR -WORK
SAFE
VERIFY
VERIFY
BEN HMARK
SEE SHEET C2.0 FOR BENCHMARK INFORMATION.
NORTH
20 0 10 20
IN FEET
1 inch 20 ft.
Storm Sewers DATE:
Bedding, Haunching, Initial Backfill
Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the material
requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there
remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes
66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches.
Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the
pipe prior to placement of the pipe. Bedding, hHaunching and initial backfill shall be compacted in 8 -inch maximum lifts to not less
than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides
of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be
6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches.
Final Backfill
Final backfill for all RCP installations under and within 5 -feet of pavement shall be B Borrow for Structure Backfill meeting the
material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density
for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate
subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less
than 95% Standard Proctor Density.
Final Backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger than 6- inches
in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 inch maximum lifts to not less than 90%
Standard Proctor Density for the entire depth of the excavation.
Water and Sewer Under City Streets
Bedding, Haunching, Initial Backfill
Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and
sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation.
Final Backfill
Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement
shall be B Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 inch maximum
lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of
the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of
the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has
jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern.
Minimum Cover for Pipe Crossings of City Streets
For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets,
regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe
shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 If the standard
practice of the utility that has jurisdiction over the installation has more stringent cover requirement, the more stringent requirement
shall govern
RCP storm sewer minimum cover heights which are less than those described will be evaluated on a case by case condition and
approved only with written permission by the city engineer.
ALL MANHOLES SHALL BE COATED ACCORDING TO CITY
OF CARMEL UTILITIES SPECIFICATIONS
%WV
aa' °MVP 4,4 CON REiE 0-A5%* CRADLE 8" SDR 35 PVC
REQUIRED
r.
N
O
U)
SEWER MANHOLE NOTE
11+00
REV
DATE
N
F-
U)
83
1.00%
R 35 PVC
8" S
Existing Grade
New Grade
Granular Backfill
tom
d-N
o +NN
oaoaO
II II
B UD
cnF-0
10 00
REVISION RECORD
DESCRIPTION
SCALE: 1"=40'
'HOLY MOLEY"
sEZ
")ON'T "IT'S THE
PIG �4� LAW"
BLIND"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
1- 800 -382 -5544
CALL TOLL FREE
1 800 -428 -5200
FOR CALLS OUTSIDE OF INDIANA
I
HORZ.: 1 =50'
SCALE
VERT.: 1 =5'
5
DES BY
ft GGLE /SS'
�GISTFj��•
No
PE
S TA T E OF
.11 S ND A N P•
S's 0
j /1111�
845
840
835
830
825
820
815
810
APP BY
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IV
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DWN BY: EAG
CHKD. BY: BCS
SCALE: 1" 40'
DATE: 11/14/05
I I
f A]
RD.
3L,
R H
CEC PROJECT NUMBER
051872
DRAWING NUMBER
C7.O
SHEET 1 1 OF 1
a
z
0
=X. 15" R
TO REMAI
PLUG S
fi b NCH W
NON -SHRI
CONTRACTO
ELEVATION
(CONCRETE
MANHOLE
T.C. 836.45
INV.S =829.78
BLDG. #6
MANHOLE
INV.N =827.56
INV.E =827.46
CONNECT EX.
12" VCP
P
41111111111111•1110
I
10 +00
t
ALDEN WAY
(PRIVATE)
I
I BLDG. #5
I I I
NEUMAN WAY
(PRIVATE)
u
f
BLDG. #4
38'
0.15%
15" SDR 35 PVC
A L EX.
IN
K GROUT
TO FIELD VERIFY
F EXISTING WATER MAIN
CRADLE MAY BE REQUIRF
n I _I I I L�1
o%
U
0
Np
12" STORM
EX. 8"
WA ER
101'
0.1%
15" SDR 5 PVC
CONCRETE
CRADL
REQUIRED
11+00
8" WAT R (MIN. 18'
VERT. tEPARATION
Z
I-
m
52'
-E
12+00
22.08
12 +00
MNHOLE
c0
LO
b NNN CO
o0 00co00 it
DO II II II
II
Q
w j ZZZO
I I I I I
I I 1 BLDG. #3 I
I I I I I
I I I I
BLDG. #8
1
ELWOOD AVE.
PRIVATE)
15' SANITARY SEWER
EASEMENT (TYP.)
0
U)
11
5 PVC 0.15%
15" SDR 35 PVC
13 +00
EX. SANITARY MANHOLE NO.2
TO= 831.60
CONNECTi)NS
UNKNO'W'N
ONCRETE
RADLE
REQUIRED
-EYDEN CROSCIN
(PRIVATE)
Jai
O)
C N
0- 0 00 CO
N 0 o 11 II 2
II w U)
�UI-ZZ0
7'
0.158
15" SDR PVC
V.
MANHO
I INV.N 821.44
INNS =821.44
15" RCP
£X. SANITARY t
PLUG AND SEAL NORTH INVERT M=829.30
WITH NON SHRINK GROUT. E4 V. E 821. 3
!N`1.E.= 8.%2.03
NEW EAST INVERT 821.65 (PROP. 15' PVC) (NV.N. =821.65
MANH
T.C.a83 1.20
INV.S =821.10 PROP. 15' PVC
INV.W= 821.10 EX. 15' VCP)
INV.E= 821.10 VCP)
SANITTRY MANHOLE NO.3
TC =830.43
(NV.E. =820.9:
INV.W, =821.03
INV.N. =821.33
VCP
38' OF
15 PVC
1� 00.15X
CONNECT EX.
HOLE
INV.N =821.1
INV.S =821.19
INV.E= 821.29
X. 15" VCP
TO REM IN
1
BLDG. #2
MANHOLE
INV.W= 821.89
INV.S =821.99
.14ORDYKE A "c
a n
(PRIVATE)
8'•C 1.00X
BLDG. #15
MANHOLE
T.C. 828.45
INV.W =822.7
IF OF 15' PVC 0 0.15X
MANHOLE
T.C. =829.60 TCH DC. TiOAD RARE)
INV.W =821.59 PROP. 15 PVC)
INV.W =822.11 12" VCP)
INV.E= 821.59 ROP. 15' PV
STOP
STOP
V
V
SFW
INF
Y
-R RLA\
GENEFALNO9ES
'fEMPORpRY TRAFFlC C01 DURING C NSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND ST TL STANDARDS.
IT SHALL BE THE CONTRACTORS RESPON
ALL UTUTY LOCATIONS BEFORE CONSTR
-4 ---IT- SHALL -BE- THE-- CONTRetCTOR-S- RESPON
ALL EX STING ELEVATIONS BEFORE CONS
STR CTUR
i
SFWFR PROFIL
IBILITY TO FIELD
C11ON BEGINS.
IBILITY TEHELD
R UC11ON BEGINS.
ALL INF�STRUCTU'E SHALL BE INSTALLED MN
ACCORDANCE WITH HE LOCAL UOVERNING
AUTHORITY'S CONSTRUCTION SItANDARDS.
ALL CONSTRUC110N ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE -WITH -APPLICABLE -0: &H A. sITANDARD9- FOR -WORK
SAFE
VERIFY
VERIFY
BEN HMARK
SEE SHEET C2.0 FOR BENCHMARK INFORMATION.
NORTH
20 0 10 20
IN FEET
1 inch 20 ft.
Storm Sewers DATE:
Bedding, Haunching, Initial Backfill
Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the material
requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there
remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes
66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches.
Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the
pipe prior to placement of the pipe. Bedding, hHaunching and initial backfill shall be compacted in 8 -inch maximum lifts to not less
than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides
of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be
6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches.
Final Backfill
Final backfill for all RCP installations under and within 5 -feet of pavement shall be B Borrow for Structure Backfill meeting the
material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density
for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate
subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less
than 95% Standard Proctor Density.
Final Backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger than 6- inches
in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 inch maximum lifts to not less than 90%
Standard Proctor Density for the entire depth of the excavation.
Water and Sewer Under City Streets
Bedding, Haunching, Initial Backfill
Bedding, haunching and initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and
sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation.
Final Backfill
Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement
shall be B Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 inch maximum
lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of
the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of
the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has
jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern.
Minimum Cover for Pipe Crossings of City Streets
For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets,
regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe
shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 If the standard
practice of the utility that has jurisdiction over the installation has more stringent cover requirement, the more stringent requirement
shall govern
RCP storm sewer minimum cover heights which are less than those described will be evaluated on a case by case condition and
approved only with written permission by the city engineer.
ALL MANHOLES SHALL BE COATED ACCORDING TO CITY
OF CARMEL UTILITIES SPECIFICATIONS
%WV
aa' °MVP 4,4 CON REiE 0-A5%* CRADLE 8" SDR 35 PVC
REQUIRED
r.
N
O
U)
SEWER MANHOLE NOTE
11+00
REV
DATE
N
F-
U)
83
1.00%
R 35 PVC
8" S
Existing Grade
New Grade
Granular Backfill
tom
d-N
o +NN
oaoaO
II II
B UD
cnF-0
10 00
REVISION RECORD
DESCRIPTION
SCALE: 1"=40'
'HOLY MOLEY"
sEZ
")ON'T "IT'S THE
PIG �4� LAW"
BLIND"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
1- 800 -382 -5544
CALL TOLL FREE
1 800 -428 -5200
FOR CALLS OUTSIDE OF INDIANA
I
HORZ.: 1 =50'
SCALE
VERT.: 1 =5'
5
DES BY
ft GGLE /SS'
�GISTFj��•
No
PE
S TA T E OF
.11 S ND A N P•
S's 0
j /1111�
845
840
835
830
825
820
815
810
APP BY