HomeMy WebLinkAboutW-048501TOBII�I NVE. S.
— =r— — —
i2" C.I.P W% 3(," COVER STA 01-1'7 N
W W
0
0
8a
4G
Ui
w 4 °x22120 \ ;
i0 Y
J
N 1 5A- M
\\\ \10\`\� \MMMMMM\\�`�
i
1, \ PROPOSED OFFICE SHOP FACILITY
D S—FA
\ ul
ROOF °: WALK LINE ' -� - °�i if \{!s / \. NO 7'AI.;_::
E iO
t' /4n
PARKINra i firm r A
1 LANDS AFINCj �a I
CURB i
-T-i LLICUN� /\\/ENUE \ i
E
;Z�
WATERLINE EXTENjiJN PIAN �
SCALE : 1'= 20' j z I {
I
°
li �`il 9
?O%i fISP"', W1,1Am i
ki
7 I
{
APPROVAL
I �
€ I
14y0 trEqu ro 13C or. wear �..___J �
atop oG w AviL AS PEK e¢ 4 �
AI RMR7 WAY
_
GENERAL NOTES
- _
1. Allwork materia7s shall be in conformance with the standards and specifica-:
k,i ors of the City of Renton Utility Department and the latest edition of the
APWA Standards and Spec i ficrtions.
N
Z. All locations of existing utilities shown are approximate and it shall be th
contractor's of to verify the true and correct location so as to
avoid damage or disturbance.
_
"
3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI
Spec's A -21 -51 -1976 or latest revision, thickness Class 52. Cement mortar
lining and seal coating shall conform to ANSI A- 21 -4 -74 or latest revision.
Pipe joints to be push -on or mechanical joint. Bedding to be Class C.
4. All fittings to be cast iron, cement lined, Class 250, unless otherwise
specified on drawing conforming to ANSI Spec. A- 21- 10.1977, ANSI A -21 -11 -197,
latest All fitting joints to be mechanical joint or flanged.
�� -P
Lf�l�l ^ I rjl
Lf� °ifs
or revision.
Flanged joints shall be drilled in accordance with ANSI B 16.1 and shaiI be
125 16. configuration, unless otherwise specified on.drowing.
f ILJ6
- - --
S. All water main 10 inches and smaller to mw intain a minimum cover of 36 '
inches below finish grade. All water main 12 inches and larger shall be at -
a minimum of 48 inches below finish grade. where utility conflicts occur,
water mains are to be lowered to.c lea r.
6. All water mains shall be pressure tested and disinfected in accordance with
the Washington State Health
the specifications of the City of Renton and
Department. All pressure testing shall be done in the presence of a repre- '
zmtative of the City of Renton.
7. A preconstruction conference and twenty -four hour notice will be required
- prior to starting new construction.
8. It shall be the contractor's responsibility to secure all necessary permits
prior to starting construction.
9. Installation of corporate s ^aps, water services, lines and meters to be
accomplished by the City of Centon.
10. All connection to existing main, to be accomplished by the City of Renton.
All necessary excavation and materials to be supplied by the contractor and .
t be on -site prior to City notificati Gn.
I 1 . Inspection will be accomplished by a representative of the City of Renton.
It shall be the contractor's responsibility to notify the Utility Departmen ,
24 hours in advance of backfilling all construction.
12. Contractor to provide plugs and temporary blow off assemblies for testing
and purity acceptance prior to final tie in.
r b nary 198c -
W s n
W
Fits � °� � s-
B'r L�T
,I &HEET '
A WATERLINE EXTENSION ,1.A
FOR SUNSET PRESS
OF
JOSEPH J. MIL LEGAN & ASSO CIA TES, INC. 1 CONSULTING ENGINEERS
RSinY,M 8 resrAV " AT setrew BAY mrantc WASHMST" ants %/�
DBAWK CHE?KED PROJECT DATE G.-_
___ . ii