HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 13BEGIN CONSTRUCTIO
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A 89 °33'29"
R= 150.00'
L= 234.46'
48.85'
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L =234.9
T =149.3
SCALE: 1"=50' HOR.
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NOTE: 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.
NOTE: BEDDING, HAUNCHING, AND INITIAL BACKFILL
MATERIALS, PLACEMENT AND COMPACTION FOR
WATERMAINS, 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.
NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS,
SANITARY SERVICE LATERALS UNDER CITY STREETS,
REGARDLESSOF 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
THICKNESS (ALL BITUMINOUS AND AGGREGATE
MATERIAL ABOVE THE SUBGRADE) PLUS 1' -0 IF
THE STANDARD PRACTICE OF THE UTILITY THAT HAS
JURISDICTION OVER THE INSTALLATION HAS A MORE
STRINGENT COVER REQUIREMENT, THE MORE
STRINGENT REQUIREMENT SHALL GOVERN.
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PROPOSED GR
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PVI ELEV 775.70
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