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---MATCH LINE STA. 1+50 i 1 -1 - PYO' 22"Je GENERAL NOTES
SEE ABOVE LIJ NigyY
1. All work materials shall be in conformance with the standards and specifica-
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tions of the City of Renton Utility Department and the latest edition of the
APWA Standards and Specifications.
WM 2. All locations of existing utilities show are approximate and it shall be the
511wKs - Wom vivrr contractor's responsibility to verify the true and correct location so as to'
f, e ED avoid damage or disturbance.
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Too 3. All water main pipe to bet cement .lined ductile iron pipe conforming to ANSI
? C's A-21-51-1976 or latest re -on ,
B. S e i thickness Class 52. Cement revision.
C ant wrta
lining and seal coating shall conform to ANSI A- 27 -4 -74 or
WALK 3Z Pipe joints to be push-on or mechanical joint. Bedding to be Class C.
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4. All fittings to be cast iron, cement lined, Class 250, unless otherwise
specified on drawing conforming to ANSI Spec. A 2 1 -10- 1 977, ANSI A-21-11-197 7
or latest revision. All fitting joints Wbe mechanical joint or flanged.
a
FI rged joints shall be drilled in accordance with ANSI 8 16.1 and shall be
125 lb. configuration, unless otherwise specified on drawing.
5. Ail water main 10 inches and smaller to maintain a minim- cover of 36
inches below finish grade. All water main 12 inches and larger shall-be at
a minimum o f 48 inches below finish grade. Where ility conflicts occur,
water mains are re to be lowered to clear.
6. All water mains shall be pressure tested and disinfected in accordance with
51 MATCH LINE STA. I t.5 In
Oecificati.ns of the City of Renton and the Washington State Health
partment. All pressure testing shall he done in the presence of a repre-
SEE BELOW sentative 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.
H. 0 -5k(0 9. Installation of corporates tops, water services, lines and meters to be
I as, I 1� I STA 0+23 H R7 11.6 accomplished by the City of Renton.
.
10. All connection to existing mains to be accomplished by the City of Renton.
All tor
a-$." G.V. necessary excavation and mt:r!als to be supplied by the contractor d
MAIL 13%. TREES be on -site prior to City notification.
1 0 89 ry (15v GITf " - ) _u 11. Inspection will be accomplished by a representative of the City of Renton.
PLANTER It shall be the contractor's responsibility to notify the Utility Department
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 -
\\
f GRAVEL ROAD February 1980
X 9�
Otoor, —.ITY OF RENTON
DEPARTMENT OF ENGINEERING
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GE
IST W- 427
a 31 jo
nsw oft AV is 84 th AVE. CO-OP WATER SYSTEM
-M By, -STi- Wftmammpf
of 9"<= FL) DESIGNED R E B DATE 1/ 76 FILE NO I I i -a - 4v &L, -,,w
2-6 CSTLgra.0 TaAwsrilaN, DRAW R E SCALE AS SHOWN I-
15
Coma, aack- CHECKED
SHEET-2—OF 5
DATE APPROVED
NO. REVISION 1A.. I
1,
P,
IN