HomeMy WebLinkAboutC500 Sanitary Sewer Plan & ProfilesLL
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163 7S L.F. 6" 173 172 Ex. LAT. L. a I Sb MDwNP..
O WYE LAT.
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-STA. I EX. LAT.
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164. WYE LAT.
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170 FOR INSTALLATION OF STORM MAINS, WATER MAINS,
EX. LAT. SANITARY MAINS, WATER SERVICE LATERALS, SANITARY GO
NOTE: SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
.900 THERE SHALL BE NO MANH C
OLES E JURISDICTION OF THE UTILITY THE MINIMUM
m I OR WATER VALVES WITHIN THE COVER FROMTTHETOP OF THE INSTALLED PAVEMENT V N
STREET PAVEMENT, CURBS, TO THE TOP OF THE INSTALLED PIPE SHALL BE THE Z O
SIDEWALKDS, OR ASPHALT PATHS. PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADS PLUS (/j�''1 o m
s L F 6 I i 1 -0 BUT UNDER NO CIRCUMSTANCES SHALL THE
wvE &LAT. J COVER ALONG ANY PART OF. THE PIPE FROM THE N
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STA. 0 +28J 25 43 L.F. -6"
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21 -24 LF -6" 39
FINAL PAVEMENT ELEVATION TO THE TOP OF THE o
2 2[ L.F. 6" WYE LAT. WYE LAT. PIPE BE LESS THAN 2 5 FEET.
165 wYE L.F. 6" LAT. WYE LAT I I STA. 4+22' STA. e+-as J
STA. 3+ 0 +44 STA. 2+M i 1 +21
3 +003 3
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847 166 167 i i 168 169 U, 0
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SCALE 50'
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�y 1( /J6 ��'l0 ?lV�;'� y 's MIN. SLOPES PER THE TEN STATE STANDARDS
p,. NO. ',p. SHALL PREVAIL IN ALL CASES. 4
DENNIS D. OLMSTEAD DATE 900012.
Registered Land Surveyor 2 STATE OF CONTRACTOR SHALL EXTEND SEWER LATERALS
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g y AS. SHOWN. A- MINIMUM OF 5 FT. FROM THE BUILDING
NO. 900012 LINE AND A MAXIMUM OF 6 FT, OF COVER OVER LATERAL z
AT TERMINATION.
ALL MANHOLES TO BE .CONSTRUCTED WITH ONE 0
4" RISER RING TO ESTABLISH PLAN CASTING GRADE. ry
SCALE: 1 =50' HOR.
1 =5' VERT. DENOTES FULL DEPTH GRANULAR BACKFILL
PER CITY STANDARDS NOTED ON THIS SHEET
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NOTE:
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Water and Sewer Under City Streets
Bedding, Haunching, lonlal Bockfill
Bedding, hounching, initial backfill
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and materials, placement and
compaction for water mains, water service laterals sanitary mains
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and sanitary service laterals shall be in accordance with the.
standard practice of the utility that has jurisdiction over the
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installation.
Final Bockfill
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Final backfill for water mains, water service laterals, canitary
O F and sanitary .:service laterals under and within 5-feet of
pavement shall be B- Borrow for Structure Backfill meeting the
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material requirements of the INDOT and shall be compacted. in
6 -inch moximum lifts to not less than 95 Standard Proctor
Density for the entire depth of the The backfill
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material placed.
for the top 6- inches of the excavation below the start of the
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aggregate subbase of the pavement Shall be No. 53 Stone
meeting the material requirements of the INDOT and shall be:.'.
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compacted to not less then 95 Standard .Proctor Density. If the °aA.mv CHECKED BY.
standard practice of the utility: that has jurisdiction over the BAH I EEF
installation has a more stringent final Bockfill requirement, the SNfiNC.
more stringent requirement shall govern C 5 0 0.
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