HomeMy WebLinkAboutC400 Utility PlanSTORM STRUCTURE DATA TABLE
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE*
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE*
1
END SECTION
11
INLET TYPE 'J'
R- 3287 -10V
2
MANHOLE TYPE 'B'
R -3010
12
INLET TYPE 'J'
R- 3287 -10V
3
MANHOLE TYPE 'B'
R -3010
13
INLET TYPE 'A'
R- 3286 -8V
4
MANHOLE TYPE 'B'
R- 3287 -10V
14
INLET TYPE 'A'
R- 3286 -8V
5
INLET TYPE 'J'
R- 3287 -10V
15
END SECTION
6
INLET TYPE 'J'
R- 3287 -10V
16
7
INLET TYPE 'A'
R- 3286 -8V
17
TEMP PIPE END
8
INLET TYPE 'A'
R- 3286 -8V
18
INLET TYPE 'J'
R- 3287 -10V
9
INLET TYPE 'J'
R- 3287 -10V
19
INLET TYPE 'J'
R- 3287 -10V
10
MANHOLE TYPE 'B'
R -3287
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T.C. 869.30
T.C. 865.80
T.C. 869.05
9 LF OF 12"
RCP 0 0.64%
T.C. 869.88
INV. W 865.64 INV. 866.38
INV. S 865.74
CLE NOUT
MESTIC WATER
(2) 2" 1hATER METERS
CLEANOUT CO
105 LF OF 12"
RCP 0.45%
12" PVC
ROOF DRAIN
12" PVC
ROOF DRAIN
z 9 'IN' .D.C. ii
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T.C. 869.05 I
INV. NW 864.20 l
INV, E 864.30
INV. S 864.36 s .1 9 LF OF 18"
RCP 0 0.30%
I.
98 LF OF 18"
RCP 0.20
CLEANOUT
INV. 860.73
13 INV. N 866.12 T.C. 869.30
INV. S 866.22 m INV. W 865.60
INV. S 865.50
T.C. 869.30
INV. 865.55
INV, 860.00
T.C. 869.50
INV. N 864.98
INV. S 865.08
T.C. 870.20
RCP 0.31%
T.C. 869.20
INV. W 864.69
INV. S 864.79
234 LF OF 18" RCP 0 0.31%
T.C. 869.05
INV. N 864.39
INV. S 864.49
126 LF OF 24"
RCP 0 0.30%
9 LF OF 15" T.C. 869.50 1
INV. N 865.23
INV. S 864.78
INV. W 864.68
T.C. 869.30
T.C. 865.30
9 LF OF 12"
RCP 0 0.75%
T.C. 869.15
INV. SE 863.85
INV. W 863.75
UT
WTR
fr'J
II
Ir
II
II
tt
rr
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11
11
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It
II
II
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It
LL
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FUTURE
DEVELOPMENT
WTR
U1
T- -t=
:LEP- I4ONE- E
UT
.0 868.41 SEX
INV E 865.11 L_ __J
0
a.
U w
ASPHALT
EX TC 868.88
J INV N 853.98
I I, r C) 7( o
U�
l� I
uI
--__H*--
TEMPORARY
PIPE END
WTR WTR-
of
INV. 864.78
10" SAN TO"SAN 1
END SECTION
INV. 863.82
33 LF OF 12"
PVC 0 0.55%
"-„END CAP WITH
'6" ORIFICE OPENING
1NV.. 864.00
U T U T UT
UT UT
CONCRETE SIDEWALK
Q I
J
I
I
I
POND "B"
100 YEAR ELEV. 867.69
ORMAL POOL ELEV. 864.00
0.59 ACRES
CLEANOUT
INV. 861.48
i
tins
30' GREENBELT SETBACK
r r r
END SECTION I 1
T.C. 863.00
81 LF OF 30"
RCP 0 0.37%
UT UT -UT
UT UT------ UT
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UT
UT UT UT UT
UT UT -e- UT
UT UT UT------ UT---- -UT
-UT -UT- UT
NORTH PENNSYLVANIA STREET
1 0 �A
D
z
TC 870.76
INV W 858.68 v
INV N 858.7
INV S
*CASTINGS TO BE NEENAH OR EQUAL
*END CAP WITH 6" ORIFICE OPENING
CONNECT TO EXISTING MAIN
50' WATER LINE ESMT. W /TAPPING SLEEVE AND VALVE
10 "SAN-- 710 SAN 10'SAN-- -10 "SAN
7/ CONCRETE SIDEWALK
ASPHALT
-4
M
C
10"S N
UT
t
Z
A
10 "SAN
T.C. 869.10
INV. E 863.40
INV. SW 863.30
X� TC 872.27
T
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WTR
UT
T
CO
SAN
WTR
LEGEND
EXISTING
0
0
L EX]
EX
0
G
SD
UT
0 40 80 120
GRAPHIC SCALE IN FEET
GENERAL NOTES
CONSTRUCT NEW MANHOLE OVER EXISTING STUB
STORM CURB INLET
STORM INLET
CLEANOUT
SANITARY MANHOLE
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER
UNDERDRAIN
SANITARY SEWER
WATER LINE
FIRE HYDRANT
WATER VALVE
UNDERGROUND ELECTRIC
TRANSFORMER
GAS
GAS METER
UNDERGROUND TELEPHONE
WATER METER
POST INDICATOR VALVE
THRUST BLOCK
DONT
DIG
BLIND
PROPOSED
1
6"WTR
0
UE
G
UT
1. SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
TO LOCAL SANITARY SEWER SPECIFICATIONS AND REQUIREMENTS.
2. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED.
3. SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLITHIC,
CONSTRUCTED OF CLASS "A" 4,000 PSI CONCRETE, AND CONFORMING TO
ASTM C -478.
4, JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO
ASTM C -443.
5. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS
TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF
12454 -B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN
ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO
ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR HIGH DENSITY
POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C.
6. SANITARY SEWER PIPE JOINTS SHALL CONFORM TO LOCAL SANITARY SEWER
SPECIFICATIONS.
7. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
PERMIT HAS BEEN OBTAINED.
8. ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER
FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CITY OF
CARMEL.
9. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM
VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN
PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH
JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS
POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S),
SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT
PARTICULAR SPAN.
10. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE
LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE
TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN
ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES,
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS
IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1- 800 382 -5544.
11 ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS.
12. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE
STORM SEWER SYSTEM.
13. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN
EROSION CONTROL BLANKET.
14. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
TEMPORARY SEEDING AND MULCHING.
15. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED
PRIOR TO PAVING CONSTRUCTION.
16. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN
5 FEET OF PAVEMENT. IF ANY PART OF TRENCH IS WITHIN 5' OF PAVEMENT
ENTIRE TRENCH BACKFILL SHALL BE GRANULAR.
17, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL
AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE
SHALL BE PER DIRECTION OF AGENCY.
'HOLEY MOLEY'
1 -800- 382 -5544
CALL TOLL FREE
SHEET NO.
C400
Tab Name: C400—utl,
REVISION
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APPROX 13000 N. PENNSYLVANIA STREET
CARMEL, INDIANA
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T.C. 869.30
T.C. 865.80
T.C. 869.05
9 LF OF 12"
RCP 0 0.64%
T.C. 869.88
INV. W 865.64 INV. 866.38
INV. S 865.74
CLE NOUT
MESTIC WATER
(2) 2" 1hATER METERS
CLEANOUT CO
105 LF OF 12"
RCP 0.45%
12" PVC
ROOF DRAIN
12" PVC
ROOF DRAIN
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T.C. 869.05 I
INV. NW 864.20 l
INV, E 864.30
INV. S 864.36 s .1 9 LF OF 18"
RCP 0 0.30%
I.
98 LF OF 18"
RCP 0.20
CLEANOUT
INV. 860.73
13 INV. N 866.12 T.C. 869.30
INV. S 866.22 m INV. W 865.60
INV. S 865.50
T.C. 869.30
INV. 865.55
INV, 860.00
T.C. 869.50
INV. N 864.98
INV. S 865.08
T.C. 870.20
RCP 0.31%
T.C. 869.20
INV. W 864.69
INV. S 864.79
234 LF OF 18" RCP 0 0.31%
T.C. 869.05
INV. N 864.39
INV. S 864.49
126 LF OF 24"
RCP 0 0.30%
9 LF OF 15" T.C. 869.50 1
INV. N 865.23
INV. S 864.78
INV. W 864.68
T.C. 869.30
T.C. 865.30
9 LF OF 12"
RCP 0 0.75%
T.C. 869.15
INV. SE 863.85
INV. W 863.75
UT
WTR
fr'J
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Ir
II
II
tt
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11
11
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II
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LL
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FUTURE
DEVELOPMENT
WTR
U1
T- -t=
:LEP- I4ONE- E
UT
.0 868.41 SEX
INV E 865.11 L_ __J
0
a.
U w
ASPHALT
EX TC 868.88
J INV N 853.98
I I, r C) 7( o
U�
l� I
uI
--__H*--
TEMPORARY
PIPE END
WTR WTR-
of
INV. 864.78
10" SAN TO"SAN 1
END SECTION
INV. 863.82
33 LF OF 12"
PVC 0 0.55%
"-„END CAP WITH
'6" ORIFICE OPENING
1NV.. 864.00
U T U T UT
UT UT
CONCRETE SIDEWALK
Q I
J
I
I
I
POND "B"
100 YEAR ELEV. 867.69
ORMAL POOL ELEV. 864.00
0.59 ACRES
CLEANOUT
INV. 861.48
i
tins
30' GREENBELT SETBACK
r r r
END SECTION I 1
T.C. 863.00
81 LF OF 30"
RCP 0 0.37%
UT UT -UT
UT UT------ UT
n A /Tf1
4 ••!!i®•n1.9ii161®iiiia ••I••®••U!I'•'• MBi®•••••iEN9Y •!�E• lo•®m1•®n•• lsI•m••i mini® illiumIa•®aln
UT
UT UT UT UT
UT UT -e- UT
UT UT UT------ UT---- -UT
-UT -UT- UT
NORTH PENNSYLVANIA STREET
1 0 �A
D
z
TC 870.76
INV W 858.68 v
INV N 858.7
INV S
*CASTINGS TO BE NEENAH OR EQUAL
*END CAP WITH 6" ORIFICE OPENING
CONNECT TO EXISTING MAIN
50' WATER LINE ESMT. W /TAPPING SLEEVE AND VALVE
10 "SAN-- 710 SAN 10'SAN-- -10 "SAN
7/ CONCRETE SIDEWALK
ASPHALT
-4
M
C
10"S N
UT
t
Z
A
10 "SAN
T.C. 869.10
INV. E 863.40
INV. SW 863.30
X� TC 872.27
T
I
I
i
I
I
i
I
I
i
I
I
i
I
I
i
I
I
z
CO
OD
N
WTR
UT
T
CO
SAN
WTR
LEGEND
EXISTING
0
0
L EX]
EX
0
G
SD
UT
0 40 80 120
GRAPHIC SCALE IN FEET
GENERAL NOTES
CONSTRUCT NEW MANHOLE OVER EXISTING STUB
STORM CURB INLET
STORM INLET
CLEANOUT
SANITARY MANHOLE
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER
UNDERDRAIN
SANITARY SEWER
WATER LINE
FIRE HYDRANT
WATER VALVE
UNDERGROUND ELECTRIC
TRANSFORMER
GAS
GAS METER
UNDERGROUND TELEPHONE
WATER METER
POST INDICATOR VALVE
THRUST BLOCK
DONT
DIG
BLIND
PROPOSED
1
6"WTR
0
UE
G
UT
1. SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
TO LOCAL SANITARY SEWER SPECIFICATIONS AND REQUIREMENTS.
2. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED.
3. SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLITHIC,
CONSTRUCTED OF CLASS "A" 4,000 PSI CONCRETE, AND CONFORMING TO
ASTM C -478.
4, JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO
ASTM C -443.
5. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS
TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF
12454 -B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN
ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO
ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR HIGH DENSITY
POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C.
6. SANITARY SEWER PIPE JOINTS SHALL CONFORM TO LOCAL SANITARY SEWER
SPECIFICATIONS.
7. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
PERMIT HAS BEEN OBTAINED.
8. ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER
FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CITY OF
CARMEL.
9. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM
VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN
PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH
JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS
POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S),
SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT
PARTICULAR SPAN.
10. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE
LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE
TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN
ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES,
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS
IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1- 800 382 -5544.
11 ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS.
12. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE
STORM SEWER SYSTEM.
13. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN
EROSION CONTROL BLANKET.
14. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
TEMPORARY SEEDING AND MULCHING.
15. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED
PRIOR TO PAVING CONSTRUCTION.
16. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN
5 FEET OF PAVEMENT. IF ANY PART OF TRENCH IS WITHIN 5' OF PAVEMENT
ENTIRE TRENCH BACKFILL SHALL BE GRANULAR.
17, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL
AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE
SHALL BE PER DIRECTION OF AGENCY.
'HOLEY MOLEY'
1 -800- 382 -5544
CALL TOLL FREE
SHEET NO.
C400
Tab Name: C400—utl,