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THERE ARE TO BE NO WATER VALVES OR MANHOLES
PLACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS.
SAC
,TARY SEWER STRUCTURES ARE DESIGNATED AS "WLC ",
INDICATING THE WOODS AT LIONS CREEK AS REQUESTED
BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL
WASTE DISTRICT CONSULTING ENGINEERING FIRM)
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CITY OF CARMEL STANDARD BACKFILL NOTES:
STORM SEWERS
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 shad 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 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.
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CITY OF CARMEL STANDARD BACKFILL NOTES:
WATER AND SEWER UNDER CITY STREETS
Bedding, Haunching, Initial Backfill
Bedding, haunching, 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
Sewer 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 practice of the utility that has jurisdiction over the installation has a more stringent
cover requirement, the more stringent requirement shall govern.
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0000 TBM 2:
II ll CUT SQUARE 10 FEET EAST OF THE END OF IHE SOUTH
CURB OF DOLAN WAY. ELEVATION = 907.86 T13M # 3 = CUT 835
- Q) 5 SQUARE 1.0 FEET NORTH OF THE SOUTH ENDOF THE EAST
HEADWALL APPROX. 20 FEET NORTH OF THE ' OUTHWEST
1 CORNER OF SURVEYED PARCEL.
ELEVATION: 890.24
830 1 830
9 +00 9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00
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= TOP OF CASTING
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= INVERT
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= REINFORCED CONCRETE PIPE
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= POLYVINYLCHLORIDE SANITARY SEWER PIPE
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= MANHOLE
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WELL, OUTSIDE BASEMENT STAIR
CITY OF CARMEL STANDARD BACKFILL NOTES:
STORM SEWERS
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 shad 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 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.
:■
U
J CD
3: N O
CD +03
�00
In
,#* ACCESS, ETC.)
CITY OF CARMEL STANDARD BACKFILL NOTES:
WATER AND SEWER UNDER CITY STREETS
Bedding, Haunching, Initial Backfill
Bedding, haunching, 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
Sewer 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 practice of the utility that has jurisdiction over the installation has a more stringent
cover requirement, the more stringent requirement shall govern.
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0000 TBM 2:
II ll CUT SQUARE 10 FEET EAST OF THE END OF IHE SOUTH
CURB OF DOLAN WAY. ELEVATION = 907.86 T13M # 3 = CUT 835
- Q) 5 SQUARE 1.0 FEET NORTH OF THE SOUTH ENDOF THE EAST
HEADWALL APPROX. 20 FEET NORTH OF THE ' OUTHWEST
1 CORNER OF SURVEYED PARCEL.
ELEVATION: 890.24
830 1 830
9 +00 9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00
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P STATE OF
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PROJECT NO
W06 -0031