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N 9,800
N 9,600
N 9,400
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PROPOSM 15' 30' LATER
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N 9,400
F- CHECKED FOR COMPLIANCE
FOR CONTINUATION SEE DWG SD32
T 1, 1' STANDARDS
Date
Date
Date
REvOMMENDED
FOR APPROVAL
eve�,Y Y -$_at,
AREA " A"
SANITARY SEER PLAN
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S-2
SANITARY SEWER NOTES & SPECIFICATIONS
THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED:
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AM
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE
LATEST EDITION OF THE WSOOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES.
PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC
WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT,
AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY s?2
'. OF RENTON SPECIFICATIONS FOR MUNICIPAL CONSTRUCTION.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AAD IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
TO STARTING CONSTRUCTION. (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.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
S. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT
SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM
0- 1557 -70. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH
SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
HE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROAOWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATIINE CUT WITH
SAN IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX
PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON
CURRENT STANDARDS.
(FOR CONTINUATION OF SANITARY SEWER NOTES SEE SHEET S031)
2 .1 �A44.
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1 N 8TH ST
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N 8TH. ST SSOE, INC.
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ENGINEERS ARCHITECTS PLANNERS
Z
u i fJOO� 3015 112TH AVENUE, N.E., SUITE 101
PROJECT BELLEVUE, WASHINGTON 98004 .TEL. 206 -827 -2950
z SITE
p SHEET
a� PROjECT `aIJUII
N 4TH ST •NUMBER OF
S�3��ORAWING
NUMBER
PI ` , CITY OF RENTON
KEYLAN DEPARTMENT OF PUBLIC WORKS
NO SCALE ZI
AREA "A" SANITARY SEWER PLAN
Z bill(- -fu 2 't,' -`L 3 (3i iq2- DESIGNED: M. B. DATE: 10 -31 -91 I FILE NAME: 5011SD30
1 BULLETIN 91 WS i 3/24/91! DRAWN: C.H.D.
0 ISSUED FOR CONSTRUCTION CHECKED: R.L.M. SCALE: 1 ° =40' FP 800). PAGE
N0. REVISION BY �; APPR. DATE APPROVED: SHEET) > OF: Ej