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= RIGHT —OF —WAY LINE
= PROP. SANITARY STURCTURE NO.
_
= STORM SEWER LINE
= EXIST. TREELINE
— —
= SWALE
= PROPOSED FIRE HYDRANT
—
= SANITARY SEWER LINE
= PROPOSED WATER LINE VALVE
•
= SANITARY SEWER MANHOLE
= PROPOSED PAD GRADE
M 00
= FLOW DIRECTION
�J
= EXIST. CONTOURS
= MINIMUM FLOOD PROTECTION GRADE
0
= STORM BEEHIVE INLET
OF PADS. MINIMUM GRADE FOR ANY
❑
= STORM INLET
STRUCTURE OPENING (DOOR, WINDOW
T.C.
= TOP OF CASTING
WELL, OUTSIDE BASEMENT STAIR
INV.
= INVERT
ACCESS, ETC.)
RCP
= REINFORCED CONCRETE PIPE
TERE'
PVC
= POLYVINYLCHLORIDE SANITARY SEWER PIPE
M.N.
= MANHOLE
N0. =
STIR.
= STRUCTURE
• 8827 •
D. &U.E.
= DRAINAGE AND UTILITY EASEMENT
`. STATE OF
O��'..
R.D.E.
= REGULATED DRAIN EASEMENT
B.S.L L.
= BUILDING SETBACK LINE
V.W.
= VARIABLE WIDTH
885
PROP.
= PROPOSED
ME
= MATCH EXISTING
TYP.
= TYPICAL
-- — —
= SUBSURFACE DRAIN AND SUMP LINE
r—
= WATER LINE
\
p
= CONCRETE END SECTION
119—
—�i
= FLOOD ROUTE
= PROPOSED GRADE
STM STR 4700
= PROP STORM STURCTURE NO.
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TT 5.0
ES 4 o HORIZONTAL SCALE-
R C 30
I L5 2.0 o N o
E 1.o c`.`'
C n=
A =DQ
L 0.0 _V_ O M
•
1890
••
•80
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855
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NOTES:
THERE ARE TO BE NO WATER VALVES OR MANHOLES
PLACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS.
SANITARY SEWER STRUCTURES ARI_ DESIGNATED AS "WLC ",
INDICATING THE WOODS AT LIONS CREEK AS REQUESTED
BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL
WASTE DISTRICT CONSULTING ENGINEERING FIRM)
CITY OF CARMEL STANDARD BACKFILL NOTES_
QSTORM 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
Qa in the trench bottom such that after the pipe is installed to grade and line, there remains
C 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. Haunch ng shall extend to the springline of the pipe.
The limit of initial backfill shall be 5— 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.
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 Maim,, Sanitary Mains, Water Service Laterals, Sanitary
Sewer Laterals under City streets, regardles-; 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
t ti n r ac t ice o f the utilit that h ' d' t' th ; t II t; h
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more stringent cover requirement, the more stringent requirement shall govern.
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SAN STIR #900
= PROP. SANITARY STURCTURE NO.
N
Cn
= EXIST. TREELINE
\
= PROPOSED FIRE HYDRANT
o
T
= PROPOSED WATER LINE VALVE
�
,o
857.3
= PROPOSED PAD GRADE
M 00
N
M.F.P.G.
= MINIMUM FLOOD PROTECTION GRADE
�.
OF PADS. MINIMUM GRADE FOR ANY
Cn
CD
STRUCTURE OPENING (DOOR, WINDOW
z
+`o
WELL, OUTSIDE BASEMENT STAIR
<3
H.
ACCESS, ETC.)
/J
3
i
TT 5.0
ES 4 o HORIZONTAL SCALE-
R C 30
I L5 2.0 o N o
E 1.o c`.`'
C n=
A =DQ
L 0.0 _V_ O M
•
1890
••
•80
■
:•
:•1
855
W
0
z
i
- n 4
I _
� sso
r�
o�
NOTES:
THERE ARE TO BE NO WATER VALVES OR MANHOLES
PLACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS.
SANITARY SEWER STRUCTURES ARI_ DESIGNATED AS "WLC ",
INDICATING THE WOODS AT LIONS CREEK AS REQUESTED
BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL
WASTE DISTRICT CONSULTING ENGINEERING FIRM)
CITY OF CARMEL STANDARD BACKFILL NOTES_
QSTORM 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
Qa in the trench bottom such that after the pipe is installed to grade and line, there remains
C 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. Haunch ng shall extend to the springline of the pipe.
The limit of initial backfill shall be 5— 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.
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 Maim,, Sanitary Mains, Water Service Laterals, Sanitary
Sewer Laterals under City streets, regardles-; 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
t ti n r ac t ice o f the utilit that h ' d' t' th ; t II t; h
�I 1 I I 4 x a
i
��fTW ~ s a w Q jj
� � � G ►► •
\0 O
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X 00
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Q �a aax1
1xx U A a � o z
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Z s
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I as duns is on over a ins a a on
more stringent cover requirement, the more stringent requirement shall govern.
G.V.D. 1929 SET
YTII ROAD IN THE
SHELBOURNE
N- R3E.
OX 60' SOUTH OF
vSiON OF THE
ID F LEVAI IUN: 91U.,%
"M-)�
co r,�
L4�; TBM 2:
000000 CUT SQUARE 10 FEET EAST OF THE END OF ]HE SOUTH
iI Ii II CURB OF DOLAN WAY. ELEVATION = 907.86 TI;M # 3 = CUT
SQUARE 1.0 FEET NORTH OF THE SOUTH ENDi)F THE EAST
>, >' > HEADWALL APPROX. 20 FEET NORTH OF THE SOUTHWEST
C C C
CORNER OF SURVEYED PARCEL.
ELEVATION: 890.24
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9
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G.V.D. 1929 SET
YTII ROAD IN THE
SHELBOURNE
N- R3E.
OX 60' SOUTH OF
vSiON OF THE
ID F LEVAI IUN: 91U.,%
"M-)�
co r,�
L4�; TBM 2:
000000 CUT SQUARE 10 FEET EAST OF THE END OF ]HE SOUTH
iI Ii II CURB OF DOLAN WAY. ELEVATION = 907.86 TI;M # 3 = CUT
SQUARE 1.0 FEET NORTH OF THE SOUTH ENDi)F THE EAST
>, >' > HEADWALL APPROX. 20 FEET NORTH OF THE SOUTHWEST
C C C
CORNER OF SURVEYED PARCEL.
ELEVATION: 890.24
n +nn 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 +5U Y +UU y +5u 1 u +uu _i u +5 I !+ U ! i +�)u i z +uu i Z +Du I J+uu I +�)u
9
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pave ec o p
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SHEET NO.
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845 C 05
PROJECT NO.
W06 -0031
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• 8827 •
890
`. STATE OF
O��'..
NDIANP G��,
SS/ONAL 'V����`��\
885
ALLAN H. WEIHE P.E 8827
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W
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SHEET NO.
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845 C 05
PROJECT NO.
W06 -0031