HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 24NOTES
FULL DEPTH GRA \ULAR BAC <FILL SHALL BE
I \STALLED ON ALL SEWER LATERAL STREET
CROSSI \GS COMPACTED PER I.9.O.H. STA \DARDS.
MI SLOPES PER THE TEN STATE STA\ DARDS
SHALL PREVAIL I\ ALL CASES.
CO \TRACTOR SHALL EXTE\D SEWER LATERALS
THRU EASEN ENTS AS SHOW A MI \IMU VI OF 5 FT.
A\ D A MAXIMUM OF 6 FT. OF COVER OVER LATERAL
TERMI \ATION.
ALL VA\HOLES TO BE CO
4" RISER RI \G \O v ORE,
\STRUCTED WITH 0 \E
\O LESS TO ESTABLISH PLA
DE\OTES FULL DEPTH GRAN
(SAND)
JLAR BAC
FI LL
CASTI \G GRADE.
PADDLE
0+Ie
STA.1-35 N &S
251
24 L.F. -6"
WYE LAT.
STA. 1+08
249
18 L.F. -6"
WYE LAT.
STA. 1+35
256
70 L.F. -6"
WYE LAT.
STA. 2+10
246
24 L.F. -6"
WYE LAT.
STA. 4 +05
770
760
DATUM ELEV
750.00
252
19 L.F. -6"
WYE LAT.
STA. 0 +31
0 LC)
Liln O J
II
(O
O hm
a U�
780 U'~ Q
253
68 L.F. -6"
WYE LAT.
STA. 0 +54
254
74 L.F. -6"
WYE LAT.
STA. 0 +30
MANHOLE 775
STA. 1+48
250
16 L.F. -6"
WYE LAT.
STA. 0 +45
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 ?ARREL 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.
248
20 L.F. -6"
WYE LAT.
STA. 2 +25
SCALE: 1"=50' HOR.
1"=5' VERT.
F
257
68 L.F. -6"
WYE LAT.
STA. 3 +00
L_
247
22 L.F. -6"
WYE LAT.
STA. 3 +14
258
66 L.F. -6"
WYE LAT.
STA. 3 +90
STA. 6 +03
245
15 L.F. -6"
WYE LAT.
STA. 4 +51
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.
EX. 10" S.D.R. 35 P.V.C. S.
INV.= 753.65 (AS- BUILT)
X. 10" S.D.R. 35 P.V.C. N.
INV.= 753.77 (AS- BUILT)
CONTRACTOR SHALL VERIFY
PRIOR TO CONSTRUCTION
PROPOSED GRADE
0 12" R.C.P.
INV.-772.50
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."
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