HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 150
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STORM SEWER
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INTERSECTION
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STA. 1 +75.01 N &S
265
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26 4
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 LIF 1 S 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.
2 +50
268
IROQUOIS LANE
21
3 +00
3+00
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.
3+50
3+50
269
262
GR. CHG.
3 +89.57
PVI STA 3 +87.57
PVI ELEV 777.44
A.D. -4.42
K 20.37
90' VC
4 +00
270
4+ 50
261
4 +50
5 +00
IROQUIOS LA\F
1 00
271
260
5 +50
5+50
6 +00
272
6+00 6
IN
6 +50
STA. 7 +23.43
STA. 14 +77.30 N�CS
259
7 +00
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240
241
242
243
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.
POINT OF CURVATURE
INTERSEC110N
STA. 0+00.00 NW
CURVE DATA
A =44 °50'03"
R= 150.00'
L= 117.38'
1=61.88'
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HIGH POINT ELEV 765.04
HIGH POINT STA 2 +51.37
PVI STA 2 +40.06
PVI ELEV 765.62
A.D. -5.48
K 16.44
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90' VC
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LOW POINT ELEV 762.19
LOW POINT STA 1 +06.03
PVI STA 1+34.10
PVI ELEV 761.99
A.D. 4.03
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No.
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