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LEGEND �7 w =
= RIGHT -OF -WAY LINE
STORM SEWER LINE
x = SWALE U
= SANITARY SEWER LINE Q
gRpF • = SANITARY SEWER MANHOLE yy
= FLOW DIRECTION H
i = EXIST. CONTOURS
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88' 0 = STORM BEEHIVE INLET 1:161 ❑ =STORM INLET
a APPpn, T.C. = TOP OF CASTING
INV. = INVERT rA
RCP = REINFORCED CONCRETE PIPE g
PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE 1-� Q
M.H. = MANHOLE
STR. = STRUCTURE
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�a R.D.E. = REGULATED DRAIN EASEMENT ^�!�
/ B.S.L. = BUILDING SETBACK LINE
V.W. = VARIABLE WIDTH
PROP. = PROPOSED 000
ME = MATCH EXISTING C 14
/ — TYP.— = TYPICAL �
= SUBSURFACE DRAIN AND SUMP LINE x a
w = WATER LINE
m = CONCRETE END SECTION
= FLOOD ROUTE
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O 000.0 = PROPOSED GRADE O ^ W
STM STR #700 = PROP. STORM STURCTURE NO. V
SAN STIR #900 = PROP. SANITARY STURCTURE NO. Q y�
= EXIST. TREELINE O Wei
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= PROPOSED FIRE HYDRANT a
= PROPOSED WATER LINE VALVE O 5
857.3 = PROPOSED PAD GRADE Oi
M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE
OF PADS. MINIMUM GRADE FOR ANY
GRANULAR
BACKFILL
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@ 1 50% CONCRETE CC) 8 WATER
270 of 18" RCP SADDLE U n MAIN
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INV = 879.34
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installations shall be B– Borrow for Structure Backfill
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the pipe barrel and a minimum of 3– inches below the
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bell. For pipe sizes 66– inches and larger, the minimum
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depth of material below the pipe barrel shall be
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6– inches. Bedding, haunching and initial backfill shall
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LEGEND �7 w =
= RIGHT -OF -WAY LINE
STORM SEWER LINE
x = SWALE U
= SANITARY SEWER LINE Q
gRpF • = SANITARY SEWER MANHOLE yy
= FLOW DIRECTION H
i = EXIST. CONTOURS
o /
88' 0 = STORM BEEHIVE INLET 1:161 ❑ =STORM INLET
a APPpn, T.C. = TOP OF CASTING
INV. = INVERT rA
RCP = REINFORCED CONCRETE PIPE g
PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE 1-� Q
M.H. = MANHOLE
STR. = STRUCTURE
/CO D. &U.E. = DRAINAGE AND UTILITY EASEMENT a
�a R.D.E. = REGULATED DRAIN EASEMENT ^�!�
/ B.S.L. = BUILDING SETBACK LINE
V.W. = VARIABLE WIDTH
PROP. = PROPOSED 000
ME = MATCH EXISTING C 14
/ — TYP.— = TYPICAL �
= SUBSURFACE DRAIN AND SUMP LINE x a
w = WATER LINE
m = CONCRETE END SECTION
= FLOOD ROUTE
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O 000.0 = PROPOSED GRADE O ^ W
STM STR #700 = PROP. STORM STURCTURE NO. V
SAN STIR #900 = PROP. SANITARY STURCTURE NO. Q y�
= EXIST. TREELINE O Wei
PQ
= PROPOSED FIRE HYDRANT a
= PROPOSED WATER LINE VALVE O 5
857.3 = PROPOSED PAD GRADE Oi
M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE
OF PADS. MINIMUM GRADE FOR ANY
GRANULAR
BACKFILL
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CD CO
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PROPOSED
GRADE
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270 of 18" RCP SADDLE U n MAIN
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STRUCTURE OPENING (DOOR, WINDOW
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WELL, OUTSIDE BASEMENT STAIR
ACCESS, ETC.)
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LITY OF CARMEL STANDARD BACKFILL NOTES:
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STORM SEWERS
Bedding, Haunching, Initial Backfill
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Bedding, haunching and initial backfill for all RCP
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installations shall be B– Borrow for Structure Backfill
meeting the material requirements of the INDOT.
Bedding shall be placed in the trench bottom such
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that after the pipe is installed to grade and line, there
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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, haunching and initial backfill 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 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
1
the outside diameter of the pipe plus 18– inches. !
final Backfill
final backfill for all RCP installations under and within
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`J–feet of pavement shall be B– Borrow for Structure
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Backfill meeting the material requirements of the INDOT
and shall be compacted in 6 –inch maximum lifts to
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not less than 95% Standard Proctor Density for the
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entire depth of the material placed. The backfill for the
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top 6– inches of the excavation below the start of the
aggregate subbase of the pavement shall be No. 53
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Stone meeting the material requirements of the INDOT
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and shall be compacted to not less than 95% Standard
Proctor Density.
nfeett (pavement inst eater
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5 of beaclleaonn fil9rm terial free of
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rocks larger than 6– inches in diameter, frozen lumps
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of soil, wood or other extraneous material, compacted
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in 12 –inch maximum lifts to not less than 90%
`,tandard Proctor Density for the entire depth of the
( _ • 8827 •
890
excavation.
QTY OF CARMEL STANDARD NOTES:
-
`., STATE OF ��
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'S /ONAL
WATER AND SEWER UNDER STREETS
1111111
885
Bedding, Haunching, Initial Backfill
Bedding, haunching, initial backfill materials, placement
—ALLAN H. WEIHE P.E. 8827
and compaction for water mains, water service laterals,
�.anitory mains and sanitary service laterals shall be in
accordance with the standard practice of the utility
that has jurisdiction over the installation.
I inal Backfill
880
I 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
`'Aructure 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
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for the top 6– inches of the excavation below the start
875
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
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the utility that has jurisdiction over the installation has
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a more stringent final backfill requirement, the more
stringent requirement shall govern.
CID
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870
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS
1 or installation of Storm Mains, Water Mains, Sanitary
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Mains, Water Service Laterals, Sanitary Sewer Laterals
under City streets, regardless of the jurisdiction of the
utility, the minimum cover from the top of the installed
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pavement to the top of the installed pipe shall be the
pavement section practice of the utility that has
865
jurisdiction over the installation has a more stringent
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cover requirement, the more stringent requirement shall
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govern.
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SHEET NO.
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W06 -0031
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SHEET NO.
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PROJECT NO
W06 -0031