HomeMy WebLinkAbout06020007.13EXIST�N PARK
ST SECTRON
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STA. 2 +26
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12
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EXISTING GRADE
78 L.F. -6"
WYE & LAT.
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WYE & LAT.
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2 +34
12 L.F. -6"
0 WYE & LAT.
STA. 2 +79
13 L.F. -6"
EX. WYE & LAT.
STA. 3 +35
f 13 L.F. -6'
WYE & LAT.
00 STA. 3 +24
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14 L.F. -6" i
WYE & LAT.
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15 L.F. -6" II
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15 L.F. -6" I
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15
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WYE
& LAT.
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81 L.F. -6"
WYE & LAT.
STA. 0 +58 }'
80 L.F. -6"
1 WYE & LAT.
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STA. 1+48
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75 L.F. -6'
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SCALE: 1"=50' H OR. � 00 0 Lg
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WYE &LAT.
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STA. 0 +39—
STA. 2 +26
EXISTING GRADE
78 L.F. -6"
WYE & LAT.
WYE & LAT.
STA. 2 +58 CO
00
I
INV.= 911.80
77 L.F. -6"
WYE & LAT.
15" R.C.P.
STA. 3 +03
INV.= 909.35
8" SDR -35 P.V.C.
295 L.F. 0.45%
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8" SDR -35 P.V.C.
0.45%
Z
77 L.F. -6"
-35 P.V.C.
x 475 L.F.
WYE & LAT. r ,
STA. 3 +48 °o
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76 L.F. -6"
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WYE & LAT.
STA. 3 +93
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76 L.F. -6"
WYE & LAT.
STA. 4 +38 0
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75 L.F. -6"
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EXISTING GRADE
75 L.F. -6"
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920
910
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0 15" R.C.P.
INV.= 911.80
15" R.C.P.
INV.= 909.35
8" SDR -35 P.V.C.
295 L.F. 0.45%
8" SDR -35 P.V.C.
0.45%
488 L.F.
-35 P.V.C.
x 475 L.F.
.45 NW
NOTES
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSS -NGS & COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE TEN STATE STANDARDS
SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER LATERALS
THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT.
AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL
TERMINATION.
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
DENOTES FULL DEPTH GRANULAR BACKFILL
(SAND)
TOTE:
OR INSTALLATION OF STORM MAINS, WATER MAINS,
,ANITARY MAINS, WATER SERVICE LATERALS, SANITARI
,ERVICE LATERALS UNDER CITY STREETS, REGARDLESS
IF THE JURISDICTION OF THE UTILITY, THE MINIMUM
:OVER FROM THE TOP OF THE INSTALLED PAVEMENT
0 THE TOP OF THE INSTALLED PIPE SHALL BE THE
AVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
,GGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
—0 ". IF THE STANDARD PRACTICE OF THE UTILITY
HAT HAS JURISDICTION OVER THE INSTALLATION HAS
IORE STRINGENT COVER REQUIREMENT, THE MORE
TRINGFNT REQUIREMENT SHALL GOVERN.
NOTE:
BEDDING, HAUNCHING AND INITIAL BACKFILL VATERIALS,
PLACEMENT AND COMPACTION FOR WATER MAINS, WATER
SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE
LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD
PRACTICE OF THE UTILITY THAT HAS JURISE CTION OVER THE
INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER
SERVICE LATERALS, SANITARY MAINS AND SANITARY 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.
SCALE: 1"= 50'
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