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EGRESS EASEMENTI
PER REC.
NO. 9602201491
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PORTION OF:
N89°10'29"W 140.01'
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CONNECT TO 6" STUB BY OTHERS
I.E. 6"=22.40
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IE 12"CPEP(N)=20.85 15' UTILITY EASEMEI�T�
REC. NO. 9704011446 \
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EGRESS EASEMENT
PER REC. NO. 9602201491
NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M.
30'
1 40'
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SEER MAIN EXTENSION
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=21.76 N
6"- 1.76 W
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I 1" IRRIGATION SERVICE
SEE ADDITIONAL NOTE 1
I 1" DOMESTIC WATER SERVICE
/ SEE ADDITIONAL NOTE 1
0 I / PATCH PER CITY TRENCH /
/ ES\TORATION AND
I/ VERLAY REQUIREMENTS
I/ SD RIM= 5.86
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SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A
SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST
BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. A PRE -CONSTRUCTION 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 PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO
ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. 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.
10. 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. 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 THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS
AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF
THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO
THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL
BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON
CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST
HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO
MATCH PAVING.
ADDITIONAL NOTES
1. SIZE OF WATER SUPPLY FACILITIES TO BE VERIFIED BY PLUMBING DESIGNER AND LANDSCAPE IRRIGATION DESIGNER PRIOR TO
SERVICE APPLICATION.
2. IF THE FINAL WATER METER SIZING DIFFERS FROM WHAT IS SHOWN ON THE PLANS, A REVISED SET OF PLANS SHALL BE
SUBMITTED TO THE CITY FOR APPROVAL. ADDITIONAL FEES FOR WATER AND SEWER WILL BE APPLIED BASED ON THE FINAL
WATER METER SIZES IF THEY DIFFER FROM WHAT IS SHOWN ON THE PLANS.
/ ONSTRUCTION RECORD DRAWING
I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE
INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE
W I / AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE
I/ INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED
1 I / FROM CONTRACTOR NOTES AND REDLINES.
SLOP /AND UT LITITES EASEMENT NIKOLAI BOSSOFF 02/19/19
PER EqORDIN NO 201110700036�
NAME DATE
LICENSE # 29631
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29631
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°�FsN��� Nick Bossoff Engineering, Inc.
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ZONAL E 191 NE Tari Lane
Stevenson, WA 98648-4201
EXPIRES 7/2/19 Phone: (425)881-5904
2 CITY REVISIONS TKB 06/21/
1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/
N0. REVISION BY DATE
SURVEYED: SCALE:
PACE VERTICAL: NAVD 1988 Y
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BY:
BY:
BY:
B Y:
S-3929001 W-3929001
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
RENTON SONIC
WATER & SEWER PLAN
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HORIZONTAL: NAD 1983/1991
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DESIGNED:
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DRAWN:
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GHEGKED:
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AT FULL SCALE
IF NOT ONE INCH
Planning/Building/Public Works Dept.
APPR
SCALE ACCORDINGLY
APPROVED:
NB