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RIGHT -OF -WAY LINE
STORM SEWER LINE
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= SWALE
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STRUCTURE OPENING (DOOR, WINDOW
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1 P(^1_PMn
RIGHT -OF -WAY LINE
STORM SEWER LINE
— --
= SWALE
= SANITARY SEWER LINE
•
= SANITARY SEWER MANHOLE
= FLOW DIRECTION
EXIST. CONTOURS
o
= STORM BEEHIVE INLET
❑
= STORM INLET
T.C.
= TOP OF CASTING
INV.
= INVERT
RCP
= REINFORCED CONCRETE PIPE
PVC
= POLNINYLCHLORIDE SANITARY SEWER PIPE
M.H.
= MANHOLE
STR.
= STRUCTURE
D. &U.E.
= DRAINAGE AND UTILITY EASEMENT
R.D.E.
= REGULATED DRAIN EASEMENT
B.S.L.
= BUILDING SETBACK LINE
V.W.
= VARIABLE WIDTH
PROP.
= PROPOSED
ME
= MATCH EXISTING
TYP.
= TYPICAL
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= WATER LINE
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= CONCRETE END SECTION
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= FLOOD ROUTE
= PROPOSED GRADE
STM STR #700
= PROP. STORM STURCTURE NO.
SAN STR #900
= PROP. SANITARY STURCTURE NO.
= EXIST. TREELINE
= PROPOSED FIRE HYDRANT
= PROPOSED WATER LINE VALVE
857.3
= PROPOSED PAD GRADE
M. F.P.G.
= MINIMUM FLOOD PROTECTION GRADE
OF PADS. MINIMUM GRADE FOR ANY
STRUCTURE OPENING (DOOR, WINDOW
WELL, OUTSIDE BASEMENT STAIR
ACCESS, ETC.)
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 thickness (all bituminous and aggregate
material above the subgrade) plus 1' -0 ". If the
standard practice of the utility that has
jurisdiction over the installation has a more
stringent cover requirement, the more stringent
requirement shall govern.
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 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 the outside
diameter of the pipe plus 18- inches.
Final Backfill
Final backfill for all RCP installations under and within 5 -feet of
pa -ement 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.
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
J urisdiction over the installation has a more stringent cover
requirement, the more stringent requirement shall govern.
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