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WASTE WATER U77LITY NOTES:
7. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON U71UTY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS
Z THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 A.M. TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. 714E POLICE DEPARTMENT, FIRE DEPARTMENT
AND 917 SHALL BE N077FIED 24 HOURS IN ADVANCE.
3, ALL CONSTRUC77ON SHALL BE IN ACCORDANCE K77H 'STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER OF AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST ED177ON (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
4. ALL LOCA77ONS OF EXISTING UTIU77ES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE
5. A PRECONSTRUCT70N CONFERENCE AND A 24 HOUR N077CE 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 N07IFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFIWNG 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
CONSTRUCTION.
8. 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
" VERTICAL DATUM
CITY,OF RENTON
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0 10 20 40
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WASTE WATER U77LITY NOTES:
7. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON U71UTY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS
Z THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 A.M. TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. 714E POLICE DEPARTMENT, FIRE DEPARTMENT
AND 917 SHALL BE N077FIED 24 HOURS IN ADVANCE.
3, ALL CONSTRUC77ON SHALL BE IN ACCORDANCE K77H 'STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER OF AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST ED177ON (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
4. ALL LOCA77ONS OF EXISTING UTIU77ES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE
5. A PRECONSTRUCT70N CONFERENCE AND A 24 HOUR N077CE 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 N07IFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFIWNG 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
CONSTRUCTION.
8. 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
" VERTICAL DATUM
CITY,OF RENTON
SCALE 1 " =20'
0 10 20 40
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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 SURVEYOR
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF SIX INCHES
MAXIMUM OF EIGHT 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 TRENCH
MATERIALS TO COMPLETE THE FILL SHALL BE THE SAME AS
DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR U71UTY TRENCHES ON EXISTING
TRAVELLED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED.
73. DATUM SHALL BE CITY OF RENTON, USC&GS
14. 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 COMPLE710M
OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION ACCORDANCE WITH SECTION 7- 02.3(1) OF THE
CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELLING OT 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" ABOVE
AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS
50.
17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCH
AND MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA,
COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING-
I& SITE FILL PLACED ADJACENT TO THE WASTE WATER UTILITY LINES
SHALL BE PLACED IN 8' MAXIMUM LIFTS AND COMPACTED TO 95% OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS SHALL EXTEND A
MINIMUM OF 2' EITHER SIDE OF THE PIPE CENTERLINE
NOTES:
1. FOR WASTE WATER UTILITY PROFILES SEE SHEET 15.
2. FOR WASTE WATER UTILITY DETAILS SEE SHEET 16.
7 ISSUED FOR CONSTRUCTION PRC PRC 5 -V3 -93
B ISSUED FOR CITY REVIEW OWH PRC 4 -16 -93
A ISSUED FOR CITY REVIEW DINH PRC 12 -11 -9:
NO. REASON BY APPR. DATE
HARMSEN & ASSOCIATES, INC.
PROFESSIONAL CIVIL ENGINEERING AND LAND SURVEYING
P.O. BOX 516 (206) 794 -7811
17614 - 162ND STREET SE (206) 343 -5909
MONROE. WA 98272 (206) 794 -9087 (FAX)
KEY PLAN
2
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
MISSION HILLS SUBDIVISION
WASTE WATER UTILITY PLAN I & NOTES
SIGNED PRC DATE FILE NO. 140 -07 -91
?AWN SMWIDWH
I-- wpAA lCrAIP 1" = 20' IR¢ eoaK-269 PAGE
SEC 10, TYP 23 A RGE 5 E, AVM NOTES:
1. FOR WASTE WATER UTILITY PROFILES SEE SHEET 151.
- °
2. FOR WASTE WATER UTILITY NOTES SEE SHEET 72
- - -- _ a 3. FOR WASTE WATER UTILITY DETAILS SEE SHEET 16-
VERTICAL DATUM
MATCHUNE — SEE SHEET 12 �� C+rY OF RENTON
3 �� APP/igX 34 LF OF C v
5 = 080 Q FTAT INN JkV
SEE DETAIL @6- SCALE; 7 " =20'
wAic-30x- FOR LOT 4 0 10 20 40
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1 APPMW 26 LF OF C 410.0 FFE
PbC WE SE7AER
tl f6 $ \V 4Ta5
F P/ STA 70+88 \\ S'TA 4+85
5I STA 97+951 I I APFROX 26 1? OF 6' 1 Z \ wPPr lax 37 LF OF s' \
4 APPROX 26 LF OF 6' S - 0.020 MIN G � PbC SOE SEtll1R
16 _ A" P%C SIDE 5E F L , �� S - MOM FT/FT AM
IS.-- MID E 483 -kflN y D3 , 9 E 406,45 UN a
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IE S 40489- vayvz = STA Od-00 STREET \
S L 2
16
1 WASTE WATER UTILITY PLAN I/ 2 5.1s ag
73 SCALE: 1" = 20 F - \ / IQUAL
BYy{�yjriC. ju/Ri62 -- L-lTS7 E7�YES 06%11/94
?lA 2flV1EY1 �S'Ti' -� -r93
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PROVIDE KNOCK -OUT TO EAST
SEE DETAIL e
7 As - flviGi- 1/o e% ,zc 5 -10 -93
1 ISSUED FOR CONSTRUCTION PRC PRC 5�3 -93
B ISSUED FOR CITY REVIEW DWH PRC 4 -16 -93
A ISSUED FOR CITY REVIEW DWH PRC 12 -11 -9:
NO. R- -MS!ON BY APPR. DATE
HARMSEN & ASSOCIATES, INC.
PROFESSIONAL CIVIL ENG1N)• EKING AND LAND SURVEYING
P-0- BOX 516 (206) 794 -7811
17614 - 162ND STREET SE (206) 343-5903
MONROE, WA 98272 (206) 794 -9087 (FAV
A I I I A I 1 1
KEY PLAN
1" = 200'
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
MISSION HILLS SUBDIVISION
WASTE WATER UTILITY PLAN 11
!SIGNED PRC DA FlLE NO 140 -07 -91
IAwN SMW /DWH
enni c 1" = 20' 1 FIELD BOOK 269 PAGE 2L
1 Z 1 1 I 1 1
SEC 10, TYP 23 A RGE 5 2, WM
7,L",
6pT 17 a
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SEE DETAIL 6 � \ $TA 13+60
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fl / _ LOTS 12 -20 STA 74+0.3
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WASTE WATER UTILITY PLAN
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ww p - ZZ -2107 �Y� e'er1 � ° 06/21,94
'� 2$nau s v7143
0
VER77CAL DATUM
CITY OF RENTON
SCALE. 7' =20'
0 10 20 40
S -2�o1
NOTES:
1. FOR WASTE WATER URLITY PROFILES SEE SHEET 15.
2. FOR WASTE WATER UTILITY NOTES SEE SHEET 12
3. FOR WASTE WATER UTILITY DETAILS SEE Sri1ET 16.
KEY PLAN
I" = 200'
�m
Ij I I i 1 I AI I I I A I I I j I 1 I i I A I 1 I T 1 1 1 IA 1 1 I I 1
420.0
470.0
400.0
420.0
470.0
400.0
420.0
470.0
400.0
SEC 10, TWP 23 A RGE 5 E, WM
0 +00 0+2D 0+40 0 +60 0+80 7 +00 7 +240 7 +40 7 +60 7 +60 2 +00 2 +20 2 +40 2 +60 2 +80 3 +00 3 +20 3 +40 3 +60
1 WASTE WATER UTILITY PROFILE
1 SCALE: H. 1' = 20.
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WASTE WATER UTILITY PROFILE
15 SCALE: H. 1' = 20'
v 1' = TO'
420.0
410.0
400.0
420.0
470.0
400.0
0
VERTICAL DATUM.
CITY OF RENTON
SCALE: 1' =20'
0 10 20 40
SCALE: 1' =10'
0 5 10 20
NOTES:
7. FOR WASTE WATER UTILITY PLANS SEE SHEETS 1Z 13. AND 14
2 FOR WASTE WATER UTILITY NOTES SEE SHEET 12
3. FOR WASTE WATER UTILITY DETAILS SEE SHEET 16.
20 +00 20 +2D 20 +40 20 +60 20 +80 27 +00
420.0
410.0
400.0
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WASTE WATER UTILITY PROFILE
15
SCALE: H: 1' = 20'
5-2-107
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
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ISSUED FOR CITY REVIEW
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PRC
APPR.
12 -11 -92
DATE
WASTE WATER UTILITY PROFILES
ND.
HARMSEN & ASSOCIATES, INC.
DESIGNED PRC
SMW/DWH
DA
FILE NO. 140 -07 -91
PRCF7s5SIONAL CIVQ ENGr1uFFU11vG AND LAND SURVEYING
oRAwN
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SCALE I" = 20'
FlE D BOOK 269 PAGE
!D P.O. BOX 62 (206) 794-7611 908
CHECKED
PSG'nL i�IRES O6/21�94 17614 - 162ND STREET SS (206) 794 -9087 (FAX) APPROVED SHEET 15 OF 25
Z - �1O P-W i 11Ea41 $�L�I Y.ry U1lLl� MOMWE, TA 98272 (206) 343 -5903
DIRECTOR Of PUDIJC WORKS
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