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RIGHT-OF-WAY LINE
STORM SEWER LINE
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SWALE
SANITARY SEWER
SANITARY SEWER MLINE ANHOLE
FLOW DIRECTION
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EXIST. CONTOURS
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STORM BEEHIVE INLET
STORM INLET
T.C. =TOP OF CASTING
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INV. = INVERT
RCP = REINFORCED CONCRETE PIPE
PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE
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D = 46° 3 �'41
M.H MANHOLE
STR = STRUCTURE
] &U E. = DRAINAGE AND UTILITY EASEMENT
R.D.E. = REGULATED DRAIN EASEMENT
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-1"17"
B.S.L. = BUILDING SETBACK LINE
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T - 64.59
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V.W_ = VARIABLE WIDTH
PROP = PROPOSED
ME MATCH EXISTING
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R = 1 \.00
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TYP = TYPICAL
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1 18.65
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SUBSURFACE DRAIN AND SUMP LINE
WATER LINE
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1 46'35'41 "R
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CC CONCRETE END SECTION
FLOOD ROUTE
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PT Sta 2+59-98
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PROPOSED GRADE
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STM STR #700 =PROP. STORM STURCTURE NO.
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SAN STR #900 = PROP. SANITARY STURCTURE NO.
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= EXIST. TREELINE
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=
38'1 1'50"
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= PROPOSED FIRE HYDRANT
T = PROPOSED WATER LINE VALVE
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D = I,,J 66' 4 3 5"
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T 64.87
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= PROPOSED PAD GRADE
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M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE
OF PADS. MINIMUM GRADE FOR ANY
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STRUCTURE OPENING (DOOR, WINDOW
WELL, OUTSIDE BASEMENT STAIR
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Sta 4.58
46'46'1
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ACCESS, ETC.)
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MINIMUM COVI R FOR PIPE CROSSINGS OF CITY
PC :�')ta - 4+49,72
PT C_,tC
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STREETS
For installation of Storm Mains, Water Mains,
Scnitcry Main ;, Water Service Laterals, Scn�tcry
2-
Sewer Laterck; under City streets, regardless of
the *ur'sd*ct
2-
03 _x\
069-1,
(,n of the utility, the minimum cover
from the top of the installed pavement to the
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top of the installed pipe shall be the pavement
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sect*on thickness (,-,Il bituminous and aggregate
the 1'
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material above subgrade) plus -0". If the
standard PrC,ti(,e of the utility that has
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jurisdiction urisd'ct'on over the installation has a more
stringent cover requirement, the more stringent
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requirement .hall govern.
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CITY OF CARMEL STANDARD BACKFILL NOTES:
STORM SEWERS
1 3.0
T
Bedding, Haunchinq Initial Backfill
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CD
Bedding, haunching and initial backfill for all RCP installations shall
.5 2.0
C L 1
be B-Borrow for �Jructjre Backfill meeting the material
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requirements of tirw INDO-1. Bedding shall be placed in the trench
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bottom such that after the pipe is installed to grade and line,
there remains a 4-inch minimum depth of material below the pipe
TREET
barrel and a mininium of 3-inches below the bell. For pipe sizes
66-inches and lar,ler, the minimum depth of material below the
pipe barrel shall lb,� 5-inches. Bedding, hounching and initial backfill
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shall be compacted in 6-inch maximum lifts to not less than 95%
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Z, NO.
Standard Proctor 11snsity for the entire depth of the material
placed. The backfill shall be brought up evenly on both sides of the
for full If-rigtIl-
• 8827
895
895
pipe the of the pipe. Hounching shall extend to the
springline of the pipe The limit of initial backfill shall be 6-inches
-0
STATE OF
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above the sprirglhn,�. Minimum trench width shall be the outside
diameter of the pipe plus 18-inches.
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1`0
Final Backfill
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Final backfill for all RCP installations under and within 5-feet of
pavement shall be H-Borrow for Structure Backfill meeting the
890
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(7) (::)
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1 TO
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+
890
material requirements of the INDOT and shall be compacted in
6-inch maximum lil to not less than 95% Standard Proctor
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Density for the enilre depth of the material placed. The backfill for
the top 6-inches :)f the excavation below the start of the
ALLAN H. �VEIHE P.E
8827
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aggregate subbase of the pavement shall be No. 53 Stone meeting
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the material
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requirements of the INDOT and shall be compacted to
not less than 95% Standard Proctor Density.
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VPI S A 4+60.00 (0
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VPI STA 7+35.00
885
Final Backfill for all PCP installations greater than 5-feet of
pavement shall be clean fill material free of rocks larger than
885
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6-inches in diameter, frozen lumps of soil, wood or other
7777-
PROPOSED
CL
CURVE LEN 100.00
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_VPI EL d�U.bU
CURVE LEN
100-00
extraneous material, compacted in 12-inch maximum lifts to not
less than 90% Standard Proctor Density for the entire depth of the
GRADE
VPI S
= 9+60.00
co
excavation.
CITY OF CARMEL STANDARD BACKFILL NOTES:
VPI E
= 877.30
+
880
2
CURVE
LEN 100.00
880
WATER AND SEWER UNDER CITY STREETS
Bedding, Hcunching, Initial Backfill
CD
71
0
(D
EXISTING
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Bedding, hcunclhing, initial backfill materials, placement and
compaction for wafer mains, water service laterals, sanitary mains
CD
+
1::�
GRADE-
VPI
STA
3+50.25
VPI STA
6+08-24
PROPOSED
and sanitary service laterals shell be in accordance with the
standard practice )f the utility that has jurisdiction over the
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CD
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VPI
EL
879.15
VPI EL
878.50
GRAD
875
installation.
875
CURVE
LEN
100.00
CURVE LIEN�
= 100.00
Final Backfill
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INV.=874.62
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Final backfill 'or 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 thr� NDOJ and shall be compacted in 6-inch
(J-)
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+
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RCP
870
maximum lifts to not less than 95% Standard Proctor Density for
the entire depth of the material placed. The backfill for the -top
870
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INV. -873.1 ic�
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6-inches of the e•covation below the start of the aggregate
the
subbase of 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 of
2�
12" PCID
td
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INV.=870.70
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practice
the utility that has jurisdiction over the installation has a more
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stringent final backfill requirement, the more stringent requirement
shall govern.
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865
865
COVER FOR PIPE CROSSINGS OF CITY STREETS
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MINIMUM
C/D
EXISTING
For installation of -torm Mains, Water Mains, Sanitary Mains, Water
Service Laterals, Sanitary Sewer
GRADE
Laterals under City streets,
regardless of the jurisdiction of the utility, the minimum cover from
860
the top of the installed pavement to the top of the installed pipe
shall be the pavement section practice of the utility that has
th,, installation has
860
jurisdiction over a more stringent cover
requirement, the more stringent requirement
shelf govern.
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0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
0+00
SHEET N0.
C201
1 PROJECT NO
W06-0031
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