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SEWER PLAN & PROFILE
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GENERAL NOTES
6 11 TEE STA. 1+ 41
ST
+ 00.00
OF CONSTRUCTION.
I. ALL MATERIAL AND WORKMANSHIP TO BE IN ACCORDANCE
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N- 88- 21- 47 =000n
IT W.- D. STANDARDS T "STANDARD I
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CATIONS" , 1975.
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NO. 1
2. ALL PIPE TO BE CONCRETE WITH I • PROVIDE
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I T T L;, T� I T FIELD
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STA. 0+05.00
MINIMUM L BEDDING.
25 a
U N PL A T TED
TESTED I I` LINM. E.
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3. ALL SEWERS. TO BE TESTED T THE
ALLOWABLE ILT I LL BE 295 GAL/IN. DI A./
DAY/MILE 10' HEAD.
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•
ALL STREETS CLEARED
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TA. 2 -+ ®.__ _ -
en as E C 0-rA 1 +22
ROUGH GRAbED PRIOR TO CONSTRUCTION STAKING
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SEWER PLAN & PROFILE
T
T I lHLU UNL W VKIUK T u BAKI
6 11 TEE STA. 1+ 41
td
OF CONSTRUCTION.
cd
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I T T L;, T� I T FIELD
U N PL A T TED
TESTED I I` LINM. E.
.®
3
H. NO. 3
•
ALL STREETS CLEARED
TA. 2 -+ ®.__ _ -
ROUGH GRAbED PRIOR TO CONSTRUCTION STAKING
25.9
PIPELINE.
a
T.
TRENCH T BE BACKFILLED WITHOUT THE
AP-
24
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SEWER PLAN & PROFILE