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1. All work & materials shall be in accordance with City of h^nton (APWA-
J 1977) standard and specifications.
2. All locations of existing utilities shutm are approximate and it .hail
be the responsibility of the contractor to verify the exact locations to
avoid damage or disturbance.
3. All inlets and catch basin frame and grates shall not be adjusted until
immediately prior to the pouring of concrete curbs.
/ 4. All V & 12'' storm sewer pipe to be concrete, non -reinforced, ASTM C14X,a
Class 11, tongue and groove or bell & spigot with bell removed within
catch basins or16 gage helical aluminum corrugated metal pipe or equivalent.
AT1 VxWpips arch for retention line shall be 12 gage aluminum corrugates;
metal pipe.
5. All 2'' PVC curb drains to be located near the street side low corner of
each lot to permit future connection of roof drains.
6 Drainage Structures net on pobl+c ri9rnt-of-waY 5na11 -�av(,� 1 ce!ny
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1f1/1fKL.4N0 AVE S.E.
Nf/6H3O,PH000 COLLECTOR ,30'
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GRAY& 3ASf, CC.4SS -3; MAY &` RL�2V,, PL`NO/NC; M/L CQ'VOIT/ON
T)'PICAL ROADWAY SECTION
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L/D, OL YMP/C rOUNDRY NO 5435,
Of,FM T IYHERf OPfN//YO /S D/RfCT-
LY OVER LADDER � RfJMACTOR
lS Y/S/BLf 9) ONE EDOf ar GRATE-
CNA/N, 2DOLB CAPAC/TY, b -
SLACK WHf/Y 64Tf f ' o-
SL /Df IS DOWN
WATfRMAtY, C-2
LNSTR/dUT/ON GATE
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BAND OR 6"6ROOT
4LL AROUND
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