HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 23ANHOLE
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EXISTING GRADE
x. 3 2
8" S.D.R. 35 P.V.C. S.
INV.= 772.05
70. 146 L.F.
72.46
8" WATERNAIN�
PROPOSED GRADE
12" R.C.P.
INV.= 773.70
346 L.F
2. 0°%
8
S.D
8 S D. R. 35 R.V..
97%
s" S.D R
35 P C*
6
.70
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1
1
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379 L.F
T
56.4 A
1`
EX. 10 S.D.R. 35 P.V.C. S.
INV.= 754.74 (AS— (BUILT)
X. 10" S.D.R. 35 P.V.C. N.
INV.= 754.84 (AS—BUILT)
CONTRACTOR SHALL VERIFY
PRIOR TO CONSTRUCTION
\OT =S
FULL DEPT GRANJLAR BACKFILL SHALL BE
INSTALLED 0\ ALL SEWER LATERAL STREET
CROSSI \GS COv1PACTED PER .D..O STANDARDS.
MIN. SLOPES PER THE TE\ STATE STA \DARDS
SHALL PREVA L I\ ALL CASES.
CO \TRACTOR SHALL EXTEND SEWER LATERALS
THRU EASEME \TS AS SHOWN. A MI \IMUM OF 5 FT.
AND A N AXI M L M OF 6 FT. OF COVER OVER LATERAL
TERMINATION.
ALL MA \HOLES TO BE CO \STRUCTED WITH 0 \E
4" RISER RI \G \O MORE, \O LESS TO ESTABLISH PLA\
D
1\OTES FULL DEPT
(sA\3)
GRA \ULAR BACKFILL
CAST( \G GRADE.
780
770
760
DATUM ELEV
750.00
STA. 0 +00
265
17 L.F. -6"
WYE LAT.
STA. 0 +71
264
15 L.F. -6"
WYE LAT.
STA. 1+60
263
13 L.F. -6"
WYE LAT.
STA. 2 +49
262
11 L.F. -6"
WYE Sc LAT.
STA. 3 +40
NOTE: 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 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
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 DEPTHOF THE
MATERIAL PLACED. THE BACKFILL SHALL 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. THE LIMIT OF INITIAL BACKFILL SHALL BE
6— INCHES ABOVE THE SPRINGLINE. MINIMUM
TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER
OF THE PIPE PLUS 18— INCHES.
3 +79
SCALE: 1"=50' HOR.
1"=5' VERT.
261 260 259
10 L.F. -6"
WYE LAT.
STA. 0 +50
10 L.F. -6" 10 L.F. -6"
WYE LAT. WYE LAT.
STA. 1+40 STA. 2 +19
NOTE: 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.
240
22 L.F. -6"
WYE LAT.
STA. 1 +32
SCALE: 1"= 50'
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
STOEPp
F,p
No.
19358
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SHEET NO.
C501
JOB NO.
4340555
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