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PHiLTf 5 SERVfDE COtZP." CONSTRUCTIO►J 51TE kOWNP.ST. tL
1 0)1440 &EN5_ RD. BEING LOTS 339 rr`340 CAPORT
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�• =-OUTLOTS 1434 SEN5 ROAD
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`! o II PROP %S. CL•EA►a-OUT SANITARY SEWER CONSTRUCTION NOTES
- I. WHERE SEWER LINE IS PLACED WITHIN 9' OF ANY WATER LINE, DUCT IRON PIPE �.
I WITH ADAPTOR SHALL BE PROVIDED FOR 3 DISTANCE OF 9' EITHER, SIDE OF THE
Oe � II WATER LINE,
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i, II 2. EDGE OF MANHOLES IN STREET R.O.W. SF_1LL BE LOCATED A MINIMUH OF 1� FROM
% dam:. BACK OF CURB OR BACKFILLID WITH CE:fE\Y-STABILIZED SAND (NO SEPARATE PAY).'
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Ccn•;:, ,� SEWS ROAD — B. SANITARY SEWER MANHOLES SHALL BE STANDARD CITY OELAEBRTE -"
a -s{ .``0, .. , 4. ALL SANITARY SEWERS ARE AT STANDARD CITY 01=•L/SFb1i cmwFS..
S. WHERE CEMENT -STABILIZED BACKFILL IS CSED ,':A_�'DEDDING IS REQUIRED.
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6. ALL PROPOSED SANITARY SEWER LEADS WILL BE �C�SD435 AT.
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u •.• LOOS SLOPE. UNLESS OTHERWISE NOTES.
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-^ � •'.••y - 7. 4L SANITARY SEWER MANHOLE RLVS TO BE SET TO FINISHED OWE IN THE FIELD
'• - �� "FOR STORM WATER DRAINAGE AWAY FROM MANHOLE RIM.
t VROH ELEVATIONS FURNISHED BY THE ENGINEER. SLOPED FILL SHALL BE ADDED F.H. j EXIST. G W.L.
„e..,,; �-, ;,-- : __•.. .. .• Q 1 B. SANITARY SEWER MATERIALS,, CONSTRUCTION AND TESTING. SHILL BE IN ACCORDANCE
-CLASS AA
y toddled, III o4ler
-pipe is laid
otherwise specified
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