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= RIGHT -OF -WAY LINE
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- SWARD SI WER LINE
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= SANITARY SEWER LINE
= SANITARY SEWER MANHOLE
= FLOW DIPI -CTION
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RCP = REINFORCI D CONCRETE PIPE
PVC = POLYVINYI CHLORIDE SANITARY SEWER PIPE
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STM STIR #700 =PROP. STORM STURCTURE N0.
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EXIST. TIrEELINE
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M.F. P.G. = MINIMUM FLOOD PROTECTION GRADE
OF PAD
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STRUCTURE OPENING (DOOR, WINDOW
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WELL, OUTSIDE BASEMENT STAIR
ACCESS, ETC.)
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CITY OF CARMEL STANDARD BACKFILL NOTES:
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STORM SEWERS
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Bedding, Haunching, Initial Backfill
Bedding, hounching and initial backfill for all RCP installations shall be B- Borrow for
V 5.0
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5.0
T 5'0
Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed
E 40
HORIZONTAL SCALE.'
E S
4.0 HORIZONTAL SCALE.
E S 4.0
HORIZONTAL SCALE.'
in the trench bottom such that after the pipo is installed to grade and line, there remains
a 4 —'nch minimum depth of material below the pipe barrel and a minimum of 3- inches
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1 " =50
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1 " =50
below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below
1 3.0
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the pipe barrel shall be 6- inches. Bedding, haunching and initial backfill shall be compacted
in 6 -inch lifts to less than 95% Proctor
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maximum not Standard Density for the entire
depth of the material The backfill shall be brought both the
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1.0
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placed. up evenly on sides of
`or the full length of the Haunching to the the
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pipe pipe. shall extend springline of pipe.
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The limit of initial backfill shall be 6- inches above the springline. Minimum trench width
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shall be the outside diameter of the pipe plus 18- inches.
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Final Backfill
Final backfill for all RCP installations under and within 5 -feet of pavement shall be
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B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall
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be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for
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the entire depth of the material placed. The backfill for the top 6- inches of the excavation
.4
890
890
890
890
895
895
885
885
I below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting
the material requirements of the INDICT and shall be compacted to not less than 95%
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Standard Proctor Density.
Final Backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill
free larger than 6- inches in
material of rocks diameter, frozen lumps of soil, wood or
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other extraneous material, compacted in 12 -inch maximum lifts to not less than 90%
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Standard Proctor Density for the entire depth of the excavation.
NO.
- 8827
885
885
885
885
890
890
880
880
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�0 ._ STATE OF
GRANULAR
BACKFILL
CARMEL STANDARD BACKFILL TES:
WATER AND SEWER `(
CITSTREETS
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880
PROPOSED
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880
PROP; SED C°
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GRANULAR
BACKFILL
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875
Bedding, Haunching, Initial Backfill
Bedding, hounching, initial backfill materials, placement and compaction for water mains,
ALLAN H SVEIHE PE 8827
EXISTING GRADE
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water service laterals, sanitary mains and sanitary service laterals shall be in accordance
GRADE �
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PROPOSED
° GRADE °°
with the standard practice of the utility that has jurisdiction over the installation.
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GRADE
Final Backfill
Final backfill for laterals,
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water mains, water service sanitary mains and sanitary service
laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill
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875
875
11
11 • ..
875
880
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880
870
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II
GRADE +
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870
meeting the material requirements of the INDICT and shall be compacted in 6 -inch
maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the
875
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EXISTING �; .
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GRADE @�
EXISTING II .jr; .,
GRADE a , ... �, ° O
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material laced. The backfill for the to 6- inches of the excavation below the start of the
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aggregate subbase of the pavement shall be No. 53 Stone meeting the material
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requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor
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Density. If the standard practice of the utility that has jurisdiction over the installation has
a more stringent final backfill requirement, the
@ 06%
more stringent requirement shall govern.
870
N
870
V
870
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870
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U75
of 1 ?” RCP
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875
Q
865
865
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS
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c� 114'
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of 12" RCP @ 0.30%
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For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary
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> a WATER
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Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum
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cover from the top of the installed pavement to the top of the installed pipe shall be the
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pavement section practice of the utility that has jurisdiction over the installation has a
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more stringent cover requirement, the more stringent requirement shall govern.
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865
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865
865
865
870
870
860
1
860
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860
860
860
860
865
865
855
855
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855
855
855
855
860
860
850
850
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850
850
850
850
855
855
845
845
845
845
845
845
850
850
840
840
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0 +00 0 +50 1+00
0 +00 0 +50 1+00
0 +00 0 +50 1+00
1+50 1+00 0 +50 0 +00
cHEET NO.
C308
1 FRO-JECT NO
W06 -0031