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INT = 0 +73,90 (PUGET DR,) x No a
= 19 +18.34 (VICTORIA WAY) cb L✓ + SS
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❑LYP4R IPELINE a
O_ GENERAL NOTES-
f I 1,) All sewer pipe shall be ASTM D3034 SDR -35) 6" or
/ I 8" and shall be installed per APWA Standard Specifications T
parts 60 -63, 66 and 68, except class 50 ductile iron
\'� I pipe shall be required on grades in excess of 15%
or as shown. r ,
a h+�
2.) All manholes shall be APWA Standard Plan 34, 48 inch m
/ NZ 42g yp diameter with eccentric cone.
3.) All manholes shall be channeled smoothly and such v `
_VVV that 0.10 foot drop is noticed through each manhole. E"1
\ {�' ✓�
4.) All manhole lids shall be adjusted to finished grade °J
/ � including paved are and flush with backfill in �
areas without paving. z
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O13 y) � F �l ESE 5 �7I � 5.) All side services shall. be 6 inch PVC pipe except
tiX - T` L.—:� ✓ where side sewer is not separated by at least 3 feet
vertical and horizontal from water main. This will B`
require -Ductile Iron Pipe for at least 10 feet either
the water 4J
side of the water main.
NOTE: 6.) All side services shall be extended to the building
pads at a minimum slope of 2 %. -
Energy dissipator manholes are required for steep slopes
(over 15 %). 7.) All side services shall be marked with 2 "x4" buried
at the end of the side service extending from the
sewer invert to 3 feet above finished ground level.
Each marker shall be wrapped with 10 gauge locater 0.
noire below the finished ground surface.
� ' JOB NO. 87083
DATE 3/88
8.) All connections to manholes will be made with couplings 9 4, SCALE 1 =20
or as approved by the City of Renton. °^F. fglSTt ?:•: ""- DESIGNED AL /RA
� + SK
4.) All manhole connections to be manufactured knockouts kAL DRA=17
't"
CHECKED AL
or core drilled.
. APPROVED.
10.) Bedding shall be pea gravel 6" over and under pipe.
11.) T.V. Inspection of sewer shall. be made prior to acceptance. 3=2 OF -1-4