HomeMy WebLinkAboutTED4001939.1RT,eNTON AVENUE SOUTff
SCHEDULE A - 1983 WATER IMPROI/EIWENTS, SAIVITARY SEWER RE -PAIR
8 STORM DRAIN
SCHEDULE B - 1983
ENGINEERING DEPARTMENT
RICHARD C. HOUGHTON, PUBLIC WORKS DIRECTOR
/ - 200
PROJECT LOCATION
iNTERSTA TE
405
LOCATION MAP
STREET /MPROI/EMENT
JONES
Z REIV TO/V
SHEET INDEX
SHT. NO. DESCRIPTION
/
COVER SHEET
— WATER —
2
S. 7 TH TO 5 f 50
3
IV -700 5150 TO //too
4
// f-00 TO /2t50
5
DETAIL SHEET
— SEWER —
6
S. 7TH TO 5t50
7
5 t50 TO PIPELINE R/W
8
PIPELINE R/W TO /6t50
9
/6t50 TO S.3RD ST.
STREET
/0
S. 7TH
ST. TO 5 t50
57L50 TO / / y- 00
/2
//400
TO /6f50
/3
/6-t-50
TO S. 3RD ST.
/4
DETAIL
SHEET
SS-
L EGEND
SANITARY SEWER MANHOLE (EXIST)
SANITARY SEWER MANHOLE ( PROP)
STORK/ 114ANHOLE (EXIST)
STORM MANHOLE (PROP. )
CATCH BASIN (EXIST)
CATCH BASIN (PROP)
WATER VALVE (EXIST. )
WATER. ✓ALVE(PROP)
WATER METER (EXIST)
FIRE HYDRANT (EXIST. )
FIRE HYDRANT(PROP)
GAS L INE
GAS VALVE
MONUMENTS
RECUMMENDED
FOR APPROVAL
s-/3-53
RECOMMENDED
4PPR OVAL
• � G C;e�e��lLl/
RECOMMENDED
�l1R! QPnn DIAL
RECOMMENDED
F9f APPROVAL
3-13-8 3
4
I
GENERAL NOTES
+ 1. All work materials shall be in conformance with the standards and specifica-
tions of the City of Renton Utility Department and the latest edition of the
APWA Standards and Specifications.
2. All locations of existing utilities shown are approximate and it shall be the
j contractor's responsibility 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-21-11-1977
t or latest revision. All fitting joints to be mechanical joint or flanged.
Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be
125 lb. configuration, unless otherwise specified on drawing.
5. All water main 10 inches and smaller to maintain a minimum cover of 36
+ inches below finish grade. All water main 12 inches and larger shall be at
i a minimum of 48 inches below finish grade. Where utility conflicts occur,
water mains are to be lowered to clear.
6. All water mains shall be pressure tested and disinfected in accordance with
the specifications of the City of Renton and the Washington State Health
Department. All pressure testing shall be done in the presence of a repre-
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
j' prior to starting construction.
f 9. Installation of corporate stops, water services, lines and meters to be
accomplished by the City of Renton.
10. All connection to existing mains to be accomplished by the City of Renton.
All necessary excavation and materials to be supplied by the contractor and
be on -site prior to City notification.
11. Inspection will be accomplished by a representative of the City of Renton.
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
iand purity acceptance prior to final tie-in.
February 1980
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DA i E Z-8¢ BY _/_ A
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
COVER SHEET
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FERGUSON 8 SONS INC 81518
NO.
REVISION
BY IAPPR.I DATE
DESIGNED
DRAWN ` A
CHECKED
APPROVED
DIRE(:TOR
DATE APRII 19673 FILE NO._
SCALE AS NOTED FIELD BOOK PAGE_
SHEET I OF /4