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POND °A" /0.59 ACRES)
POND BOTTOM ELEV. 850.0O�
END SECTION POND POOL ELEV. 864.00
376 N 100 YEAR ELEV. 867.86
N 10 YEAR ELEV. 006.57
K N 2 YEAR ELEV. 865.49 .
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EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE
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CASTING TYPE*
1
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
/ |
19
LOCATION OF THE EXISTING DOL0[S AND REPAIRING ANY DAM/GE DONE
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED.
2
TO THE UTILITIES DURING PROBING OR C0NSTRUCT|0N, TO OBTAIN
R-3010
20
ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES,
J. SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLFORTY-EIGHT TM|C,
3
INV. NW 864.44 00
CONSTRUCTED OF CLASS .A^ 4.000 PSI CONCRETE, AND CONFORMING TO
99 LF OF 30"
IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544
| UJ
/mv E 864.44
NV S 864.50
AND CARMEL UTILITIES AT 317-571-2548 OR FAX 317-571-2653.
RCP 0 =°
11.
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ASTM C-443.
5
WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS.
5. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS
cc
110 L
T0 ASTW D-3034 SDR J� VV�H A �|N\�UW CELL CU��5|F|CAT|0N OF
'
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STORM SEWER SySTEM
'
12454-B, OR REINFORCED CONCRETE PIPE CLASS UL N, OR V IN
24
MANHOLE TYPE 'B'
ACCORDANCE WITH ASTIM C-76, Dg DUCTILE IRON PIPE TO
13
SIDE SLOPES 3;1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN
ANSI SPECIFICATIONS A21' 51 AND AN0A C-151 ' OR HIGH DENSITY
--
'
EROSION CONTROL BLANNET
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INLET TYPE 'A'
b. SANITARY SEWER PIPE JOINTS SHALL CONFORM TO LOCAL SANITARY SEWER
14
'
ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
A
TEMPORARY SEEDING AND MULCHING.
SPEC|F|C*JONS,
9
MANHOLE TYPE 'B'
7 CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
15
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10
PRIOR TO PAVING CONSTRUCTION.
0. ADDITIONS, DELETIONS, AND/OR REVISIONS TO THE SANITARY
�RY 8Bw[R
18
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35' EXIST 1/2 ROW
45' PROPOSED
35' 50' WATE LINE ESMT.
lo- NORTH PENNSYLVANIA STREET 1/2 R,O,W.
CONSTRUCT NEW MANHOLE OVER EXISTING STUB
--------
STORM CURB INLET
STORM INLET
CLEANOUT
SANITARY MANHOLE
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER
UNDERDRWN
SANITARY 3@w[*
WATER LINE
RR[ HYDRANT
WATER VALVE
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EXISTING
UNDERGROUND ELECTRIC
TRANSFORMER
GAS
GAS METER
UNDERGROUND TELEPHONE
WATER METER
POST INDICATOR VALVE
THRUST BLOCK
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IN
C
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CALL TOLL FREE
GENERAL NOTES
1. SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
1O.
EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE
TO LOCAL SANITARY SEWER SPECIFICATIONS AND REQUIREMENTS.
STRUCTURE NO.
LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE
CASTING TYPE*
1
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT
2. ROOF DRAINS FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS
19
LOCATION OF THE EXISTING DOL0[S AND REPAIRING ANY DAM/GE DONE
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED.
2
TO THE UTILITIES DURING PROBING OR C0NSTRUCT|0N, TO OBTAIN
R-3010
20
ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES,
J. SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLFORTY-EIGHT TM|C,
3
THE CONTRACTOR SMALL NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS
CONSTRUCTED OF CLASS .A^ 4.000 PSI CONCRETE, AND CONFORMING TO
21
IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544
ASTIM C-478.
4
AND CARMEL UTILITIES AT 317-571-2548 OR FAX 317-571-2653.
4. JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO
11.
ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
ASTM C-443.
5
WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS.
5. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS
12
FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/0R CONNECTED TO THE
-'
T0 ASTW D-3034 SDR J� VV�H A �|N\�UW CELL CU��5|F|CAT|0N OF
'
'
STORM SEWER SySTEM
'
12454-B, OR REINFORCED CONCRETE PIPE CLASS UL N, OR V IN
24
MANHOLE TYPE 'B'
ACCORDANCE WITH ASTIM C-76, Dg DUCTILE IRON PIPE TO
13
SIDE SLOPES 3;1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN
ANSI SPECIFICATIONS A21' 51 AND AN0A C-151 ' OR HIGH DENSITY
--
'
EROSION CONTROL BLANNET
'
POLYETHYLENE PIPE CONFORMING T8 ASTM-3350 CELL CLASS P.E. 3344 33C.
a
INLET TYPE 'A'
b. SANITARY SEWER PIPE JOINTS SHALL CONFORM TO LOCAL SANITARY SEWER
14
'
ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE
A
TEMPORARY SEEDING AND MULCHING.
SPEC|F|C*JONS,
9
MANHOLE TYPE 'B'
7 CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
15
'
SILT FENCE AROUND STRUCTURES |N PAVEMENT AREA ARE T0 8E INSTALLED
�
PE��|T HAS BEEN O8T�|NED.
10
PRIOR TO PAVING CONSTRUCTION.
0. ADDITIONS, DELETIONS, AND/OR REVISIONS TO THE SANITARY
�RY 8Bw[R
18
'
GRANULAR BACKF|LL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN
5 FEET OF IF ANY PART O H 0 w0f|N 5' OF pw/EmEwT
FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL By THE CITY Or
11
ENTIRE TR[N'H-BACK�|LL SHALL BE GRANULAR.
CARM[L
'
17.
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL
O.
12
AUTOMOBILE AN D PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
'
WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM
30
STATE, COUNTY, COY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE
VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER WAIN
13
BE PER DIRECTION OF ACENCY
'
PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN
� p|pE
31
INLET TYPE 'A'
SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH
14
INLET TYPE 'A'
JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS
32
INLET TYPE 'A'
POSSIBLE. IF WATER CROSS BELOW SANITARY SEWER LINE(S),
15
INLET TYPE 'A'
SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT
33
INLET TYPE 'A'
PARTICULAR SPAN.
16
INLET TYPE 'A'
8 � / mk,x`
STORM STRUCTURE DATA TABLE
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE*
STRUCTURE NO.
STRUCTURE TYPE
CASTING TYPE*
1
END SECTION
19
MANHOLE TYPE '13'
R-2510
2
MANHOLE TYPE V
R-3010
20
MANHOLE TYPE '13'
R-3010
3
MANHOLE TYPE 'C'
R-3010
21
MANHOLE TYPE 'B'
R-3010
4
MANHOLE TYPE '13'
R-3010
22
MANHOLE TYPE V
R-3010
5
INLET TYPE 'A'
R-3286-8V
23
MANHOLE TYPE '113'
R-3010
6
INLET TYPE 'A'
R-3286-8V
24
MANHOLE TYPE 'B'
R-3010
7
INLET TYPE 'A'
R-3286-8V
25
INLET TYPE 'A'
R-3286-8V
a
INLET TYPE 'A'
R-3286-BV
26
INLET TYPE 'A'
R-3286-8V
9
MANHOLE TYPE 'B'
R-3010
27
INLET TYPE 'A'
R-3286-8V
10
INLET TYPE 'A'
R-3286-8V
28
INLET TYPE 'A'
R-3286-8V
11
INLET TYPE 'A'
R-3286-8V
29
INLET TYPE 'A'
R-3286-8V
12
INLET TYPE 'A'
R-3286-8V
30
INLET TYPE 'A'
R-3286-8V
13
INLET TYPE 'A'
R-3286-8V
31
INLET TYPE 'A'
R-3286-8V
14
INLET TYPE 'A'
R-3286-BV
32
INLET TYPE 'A'
R-3286-8V
15
INLET TYPE 'A'
R-3286-8V
33
INLET TYPE 'A'
R-3286-8V
16
INLET TYPE 'A'
R-3286-8V
34
END SECTION
17
INLET TYPE 'A'
R-3286-BV
35
END SECTION
18
END SECTION
*CASTINGS r0 BE w[EmAH OR EQUAL
**END CAP WITH 6' ORIFICE OPENING
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