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GENERAL NOTES:
1. All work and materials shall be in conformance with the standards and specifications
of the City of Renton and APWA Standards and Specifications (1981 Edition)
2, All locations of existing utilities shown are approximate and it shall be the con-
tractor's responsibility to verify the true and correct location so as to avoid
damage or disturbance.
3. The contractor shall verify locations and depths of existing utilities before disturbing.
4. All construction is subject to the inspection by the City of Renton and the contractor
shall notify the City of his schedule in sufficient time to permit inspection prior
to and during the work.
5. Prior to beginning work arrangements shall be made with the City of Renton for a PRE -
CONSTRUCTION CONFERENCE to be attended by the contractor, City of Renton and other
representatives of interested utilities.
6. Side sewers are to be in accordance with the requirements of City of Renton, 6 "min. dia.
7. All manholes not in paved public R/W shall have locking lids.
8. All gravity sanitary sewer pipe (except as noted) shall be integral wall, bell and
spigot, rubber gasket joints, un- plastized polyvinyl choride meeting ASTM D -3034
(latest revision).
9. Bedding for all sewer pipe shall be 6" pea gravel over /under pipe.
10. Manholes shall be Standard Plan No. 34 with eccentric cones and single 1" lift hole
in cover.
11. New connections to existing manholes /sewers shall be sealed off until upstream con-
struction is finished, tested, cleaned and accepted. All construction debris and
water shall be removed prior to opening seal.
12. All trenches shall be compacted prior to testing sewer lines for acceptance.
13. It shall be the contractor's responsibility to secure all necessary permits prior to
starting construction.
14. The contractor shall keep an accurate account of all sewer construction including
an accurate "AS- BUILT" set of construction drawings. "AS -BUILT DRAWINGS" shall be
certified to the owner or his representative after completion of the work and before
FINAL PAYMENT for the work.
15. All sewer main construction shall be tested using the low air pressure air test
method and shall be T.V.. inspected prior to final acceptance.
AROPOkD B "0 O TER MAIA I' • �, ��
2 -4 -8 "0 PVC
C• 0.401a" W/
END CAP
NOTE: PR /OR 70 CONSTRUCT/ON VERIFY 1E. 4"5.5.
[OGA7E0 dP NW C0R. LOT / PLAT OF UNION 600
AND FUi?N/SN AS -8UlLT El. TO DfPT. OF PUBL lC
WORKS, CITY OF RENXON.
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CUWA
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John
R.
Newell
Inc.
P. S.
231 Williams Avenue
South,
Renton, Washington
98055
Phone 255-210
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