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T.C. 869.30
T.C. 865.80
INV. 864.78
END SECTION
INV. 863.82
WTR WTR
19 9 LF OF 12"
RCP 0 0.64%
T.C. 869.05 T.C. 869.88
INV. W 865.64 INV. 866.38
INV. S 865.74
36 LF OF 12"
RCP 0.45
CONCRETE SIDEWALK
CO CO
4" DOMESTIC WATER
(2) 2" ATER METERS
CLEAN UT
105 LF OF 12"
RCP 0 0.45%
12" PVC
ROOF DRAIN
T.C. 869.05L
INV. NW 864.20
INV. E 864.30
INV. S 864.36
9 LF OF 18"
RCP 0 0.30%
98 LF OF 18"
RCP c!' 0.20 %7\
12" PVC
ROOF DRAIN
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CLEANOUT
INV. 860.73
UT UT
j r--- 30' GREENBELT SETBACK
1 POND "B"
100 YEAR ELEV. 867.69
ORMAL POOL ELEV. 864.00
0.59 ACRES
CLEANOUT
INV. 861.48
Ad
INV. N 866.12
INV. S 866.22
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NORTH PENNSYLVANIA STREET
T.C. 869.50
INV. N 864.98
T.C. 869.30 INV. S 865.08
INV. 865.55I6 8020
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T.C.
INV. 860.00
T.C. 869.05
T.C. 869.30
INV. W 865.60
INV. S 865.50
UT UT UT
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T.C. 869.20
234 LF OF 18" RCP 0 0..51
T.C. 869.05
INV. N 864.39
END SECTION
T.C. 863.00
*CASTINGS TO BE NEENAH OR EQUAL
*END CAP WITH 6" ORIFICE OPENING
126 LF OF 24"
RCP 0 0.30%
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T.G. 869.50
INV. N 865.23 10
INV. 5 864.78
INV. W 864.68
9 LF OF 12"
RCP 0 0.75%
106 LF OF 30"
RCP 0 0.33%
T.C. 869.30
T.C. 865.30
T.C. 869.15
INV. SE 863.85
INV. W 863.75
10 'SAN
T.C. 869.10
INV. E 863.40
INV. SW 863.30
STORM STRUCTURE DATA TABLE
STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* STRUCTURE NO. STRUCTURE TYPE CASTING TYPE*
1 END SECTION 11 INLET TYPE 'J' R-3287- 1 OV
2 MANHOLE TYPE 'B' R -3010 12 INLET TYPE 'J' R- 3287 -1 OV
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 l INLET TYPE 'J' R- 3287 -1 OV 15 END SECTION
6 INLET TYPE 'J' R- 3287 -1 OV 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 -1 OV
9 INLET TYPE 'J' R- 3287 -10V 19 INLET TYPE 'J' R- 3287 -1 OV
10 MANHOLE TYPE 'B' R -3287
LEGEND
EXISTING
GENERAL NOTES
GRAPHIC SCALE IN FEET
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
TRANSFORMER
GAS
GAS METER
UNDERGROUND TELEPHONE
WATER METER
POST INDICATOR VALVE
THRUST BLOCK
DONT
DIG
BLIND
PROPOSED
WATER VALVE
UNDERGROUND ELECTRIC UE
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
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