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-18" RCP
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= STORM BI EHIVE INLET
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= INVERT
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= REINFORCI_D CONCRETE PIPE
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GRADE
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= SUBSURFACE DRAIN AND SUMP LINE
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= WATER LINE.
EXISTING
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j
GRADE
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870
865
860
855
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= STORM INI ET
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875
= POLYVINYI CHLORIDE SANITARY SEWER PIPE
II II
o +
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z
895
12"
RCP
II II II
B.S.L.
= BUILDING SETBACK LINE
V.W.
> > INV.=
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865
860
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885
880
875
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865
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E S 4.o HORIZONTAL SCALE-
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900
= RIGHT -Of -WAY LINE
r7
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—
= SWALE
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= SANITARY SEWER MANHOLE
= FLOW DIET =CTION
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EXIST. CuIlTOURS
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= STORM INI ET
T.C.
+ 00
INV.
= INVERT
RCP
= REINFORCI_D CONCRETE PIPE
co II
= POLYVINYI CHLORIDE SANITARY SEWER PIPE
895
o +
+ In
PROPOSED
GRADE
z
895
= DRAINAGE AND UTILITY EASEMENT
� 0 00
= REGULATE[) DRAIN EASEMENT
B.S.L.
= BUILDING SETBACK LINE
V.W.
= VARIABLE WIDTH
PROP.
z 00
Q
ME
= MATCH EXISTING
TYP.
= TYPICAL
(n cn
= SUBSURFACE DRAIN AND SUMP LINE
w
= WATER LINE.
890
--
EXISTING
= FLOOD f)OUTE
890
= PROPOSI D GRADE
STM STR #700
GRADE
-
= PROP. SANITARY STURCTURE NO.
EXIST. TPEELINE
= PROPOSI D FIRE HYDRANT
12" RCP
= PROPOSI D WATER LINE VALVE
857.3
= PROPOSI D PAD GRADE
M. F. P. G.
INV. = 888.68 J
OF PAD`, MINIMUM GRADE FOR ANY
885
STRUCTURE OPENING (DOOR, WINDOW
WELL, OUTSIDE BASEMENT STAIR
885
ACCESS, ETC.)
CO
880
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880
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875
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870
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860
860
855
855
0 +00
0 +50 1+00 1+50
2 +00
LEGEND
= RIGHT -Of -WAY LINE
= STORM SI WER LINE
—
= SWALE
= SANITARY ,EWER LINE
•
= SANITARY SEWER MANHOLE
= FLOW DIET =CTION
EXIST. CuIlTOURS
o
= STORM BI EHIVE INLET
❑
= STORM INI ET
T.C.
= TOP OF CASTING
INV.
= INVERT
RCP
= REINFORCI_D CONCRETE PIPE
PVC
= POLYVINYI CHLORIDE SANITARY SEWER PIPE
M.H.
= MANHOLE
STIR.
= STRUCTURE
D. &U.E.
= DRAINAGE AND UTILITY EASEMENT
R.D.E.
= REGULATE[) DRAIN EASEMENT
B.S.L.
= BUILDING SETBACK LINE
V.W.
= VARIABLE WIDTH
PROP.
= PROPOSED
ME
= MATCH EXISTING
TYP.
= TYPICAL
— — —
= SUBSURFACE DRAIN AND SUMP LINE
w
= WATER LINE.
m
= CONCRET END SECTION
= FLOOD f)OUTE
000.0
= PROPOSI D GRADE
STM STR #700
= PROP. `NORM STURCTURE NO.
SAN STIR #900
= PROP. SANITARY STURCTURE NO.
EXIST. TPEELINE
= PROPOSI D FIRE HYDRANT
= PROPOSI D WATER LINE VALVE
857.3
= PROPOSI D PAD GRADE
M. F. P. G.
= MINIMUM FLOOD PROTECTION GRADE
OF PAD`, MINIMUM GRADE FOR ANY
STRUCTURE OPENING (DOOR, WINDOW
WELL, OUTSIDE BASEMENT STAIR
ACCESS, ETC.)
NOTES
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THERE ARE TO BE NO WATER VALVES OR MANHOLES z 7=1 -
PLACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. ° W
J
SANITARY SEWER STRUCTURES ARE DESIGNATED AS "WLC ", w
INDICATING THE WOODS AT LIONS CREEK AS REQUESTED cn
BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONALI Z
WASTE DISTRICT CONSULTING ENGINEERING FIRM) -
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CITY OF CARMEL STANDARD BACKFILL NOTES:
I
STORM SEWERS
Bedding, Haunching, Initial Backfill
Bedding, hounching 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 5- inches. Bedding, hounching 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 shell 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. I
The limit of initial backfill shall be 6- inches above the springline. Minimum trench width 0 o`
shall be the outside diameter of the pipe plus 18- inches. - w
,L
Final Backfill f o
Final backfill for all RCP installations under and within 5 -feet of pavement shall be (zi o
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 'J DE
the entire depth of the material placed. The backfill for the top 6- inches of the excavation w w
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% �1111111111�/
Standard Proctor Density. \\X��
mlaterall Backfill
e offor
oall
cksCarinstallations
6- nchesrinthan
dameter, frozenavlumes of soil, wood clean or H.
9 P .. ��►STfip�: �.
other extraneous material, compacted in 12 -inch maximum lifts to not less than 90%
Standard Proctor Density for the entire depth of the excavation. NQ•
_ • 8827 •
ZZ
STATE OF
0•6 !HDIANP ��
CITY OF CARMEL NOTES: / /// 'T /ONAL
WATER AND SEWER UNDER CITY STREET
IIIIIIII
Bedding, Haunching, Initial Backfill
Bedding, hounching, initial backfill materials, placement and compaction for water mains, _
water service laterals, sanitary mains and sanitary service laterals shall be in accordance ALLAN H. WEIHE P E 8827
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 5 -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. I�
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS W
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. 9
BENCHMARK INFORMATION Q
BM: z
D.N.R. BM DISK STAMPED "LEE 2 A?1" - N.G.V.D. 1929 SET
IN THE TOP OF A CONCRETE POST, LEVEL WITH ROAD IN THE
SE QUADRANT OF WEST 131ST STPEET AND SHELBOURNE
ROAD. NEAR E/4 CORNER OF SEC 30 -T18N -R3E. 71
ELEVATION: 917.887
� � o
TBM 1:
RJR SPIKE SET NORTH SIDE OF `WP. APPROX. 60' SOUTH OF
el
131ST ST. AND NEAR THE SOUTHERLY EXTENSION OF THE
EAST LINE OF NW/4, SEC. 30 -T1 �'N -R3E
ELEVATION: 910.30
1 3
TBM 2:
CUT SQUARE 10 FEET EAST OF THE END OF THE SOUTH Z
CURB OF DOLAN WAY. ELEVATION - 907.86 TBM # 3 = CUT T
SQUARE 1.0 FEET NORTH OF THE SOUTH ENDOF THE EAST
HEADWALL APPRO;x. 20 FEET NORT d OF THE SOUTHWEST
CORNER OF SURVEYED PARCEL. SHEET NO.
ELEVATION: 890.24 C406
I
PROJECT NO.
(
W06 -0031
- I