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I- ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT + 1, s ,� z
C U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY 1 1 C \� p ++. II °}�
i INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
�j CONSTRUCTION. STA 0 +83 i ._ - + E� 143 OBD (�
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Z 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS '\ =I 4 00 1�+
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS �-'• `-(
AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATEL PERMITS PRIOR i0 ANY + ' \ 1 96' �I I SSMH 3, a 1 '-8"'P
CONSTRUCTION. o s z \ I `, •+ I+ '99 +I� +v.
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8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT + o(v
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER SCALE 1" = 20' I+ Cb MAIL TION
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PLANS. ,y �IET142.76
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n 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE STA 0 +46 I1 FIRST FL00R DECK 16
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WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
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A PORTION OF SW 1/4, NE 1/4 SECTION 8,
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AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEENCO
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STAMPED AND SIGNED BV A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
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TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
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SANITARY SEWER NOTES
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CITY OF RENTON. ICING COUNTY, WASHINGTON
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
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6'• SEWER SEAZVICE Tt'P.
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PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAVE.^. TO
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959, OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
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AND SPECIFICATIONS
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SHALL BE THE SAME AS DESCRIBED.
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
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SPECIFICATIONS.
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLI14E CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
PLACED WITHIN
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'1233 -25'1
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COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
70 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
TO 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS OTHERWISE
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73 DATUM SHALL BE CITY OF RENTON U S C AND G S
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LIMITED
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
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, 319.42' '•
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'0222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
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APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
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CURB & GUTTER
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THE POLICE HOUR MEN T, FIRE DEPARTMENT AND 971 SHA BE
NOTIFIED 24 HOURS IN ADVANCE
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"STANDARD
RECNLE
RECPCLLE BINS
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3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
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IMPIjOVEMEN TS
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PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON
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STANDARD SPECIFICATIONS.
ALL LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE
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RESIDENCE
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AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
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5. A PRE - CONSTRUCTION N AND A 24 HOUR NOTICE SHALL
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BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
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THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
STA 1 +01 -- 1
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I- ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT + 1, s ,� z
C U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY 1 1 C \� p ++. II °}�
i INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
�j CONSTRUCTION. STA 0 +83 i ._ - + E� 143 OBD (�
U W IE= 142.58 a
Z 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS '\ =I 4 00 1�+
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS �-'• `-(
AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATEL PERMITS PRIOR i0 ANY + ' \ 1 96' �I I SSMH 3, a 1 '-8"'P
CONSTRUCTION. o s z \ I `, •+ I+ '99 +I� +v.
762
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT + o(v
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER SCALE 1" = 20' I+ Cb MAIL TION
0
PLANS. ,y �IET142.76
a o
n 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE STA 0 +46 I1 FIRST FL00R DECK 16
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r 1 ,2 X 20 ,
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15.44 %( RIVATE) +00 \ i Z
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WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
IE= 142.40 w
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B6ILDIN0'2
50
I.
E= 156.00 •+ C01 L_
_ + IE =767.0
C0�' C0�
IE =169.0 IE�111.00
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AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEENCO
=142.74
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CONC. DRI $
+!WALKS, S IRS
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STAMPED AND SIGNED BV A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
1 1
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++ ®+
LANDIN S, + +TYP.
EXISTING
TREES �\
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STA 0 +26 r+
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NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATON.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555
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11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
IE= 142.28 X
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6'• SEWER SEAZVICE Tt'P.
\ I a +
\
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PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAVE.^. TO
11
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6D
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10
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ME E
959, OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
TO THE
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FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
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SHALL BE THE SAME AS DESCRIBED.
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12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
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1 0 74. 7 '. EXISTING TRiiES TO REMAIN
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MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLI14E CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
PLACED WITHIN
CONSTRUCT i R
E %IST. LINE
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\ §89'51'00 "�
SCREENED D STERS
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COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
70 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
& RECYCLE B
B IN INS
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73 DATUM SHALL BE CITY OF RENTON U S C AND G S
- --
a SANITARY SEWER MANHOLES
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR STA 1 +89 6.72' LT `
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT STA 0 +73 87' RT
s FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF SSMH #1 TYPE B -54" (PUBLIC) SSMH #3 TYPE II -48" (PRIVATE)
CONSTRUCTION. RIM = 146.5± (MATCH GROUND) NIV= 154.10 (8" IN) ® m
EXIST. INV= 142.09 (VERIFY) INV= 154.16 (6" IN) xo
T 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY NEW INV= 142.19 IN (E)
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF INV= 154.00 (OUT) oa
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
`�' E STA 0 +72, 6' LT STA 0 +88, 9' RT x rn
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ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND SSMH #2 TYPE II - -48" (PRIVATE) SSMH #4 TYPE II -48" (PRIVATE) 3a
` -5 BRIDGE CONSTRUCTION, THIS SHALL INCLUDE NECESSARY LEVELING RIM= 159.21 RIM= 179.10
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL INV= 150.10 (IN) INV= 170.16 (6" IN)
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING INV= 150.00 (OUT) INV= 170.00 (8" OUT) z
MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH THE
I PIPE WILL BE SUPPORTED ON A !UNIFORMLY DENSE UNYIELDING OF BASE. a / AND BELOW THE
PPE BEDDING SHALL BE
SEWER PIPE E GRAVEL SHALL BE POLYVINYL CHLORIDE (PVC) - - _- -__- `�, "o - - / _ "- - -i 160
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50.
UNIMPROVED
AND MAXIMUM 18 INCHE EXTEND MINIMUM
ABOVE FINISHED GRADE. IN PAVED INCHES
VED AREA,
v COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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AVOID CUTTING UNDERGROUND
UTIUTY UNES. IT'S COSTLY 13 PR j2r
4��w OF WAShr
Call ��� 0[
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before you ,l
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E�TI&AN GG,1'9 R
�0 \+ POLE Tg''BE REMOVED.
EXIST. UTILITIES' TO
ADD MEW -I ERPROUNDEb, TYP.
12' X120' co \
GARAdE IIE= 176.00 / a \ 0 7
%
0 �
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EXIS NG DEPRE DRIVEWAY APPROACH
REST ENCE STA 56 +38 (SUNSET BLVD. N.E.)
TO R MAIN 20'
= REMgDEL TO ��
TT UNIT {{ 18 -?IM 5 38
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% DRIVEWAY
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APPROACH
ELEV= 181.26 o
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EXISTNC .83'
R 4L .64' �
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180 °� �r+°s ._ .. _._ _____� _... _ .180
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m
III II
SSMH 4 TYPE II -48"
5S > 0+ RT
h a RIM = 179.10
�.�1.
INV -170.00 (6 (8' CUT)
NV 70.16
TONAL
1- 800 -424 -5555 _13500P
Of UNDERGROUND SERVICE (USA) Fi IFS 11/30 /9B
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NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
0 +00
1 +00
SANITARY SEWER PROFILE
GROUND UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
1 " =20' HORT
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
1•' =5' VERT.
"
Z
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATON.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555
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0 +00
SANITARY SEWER PROFILE (SOUTH)
1 " =20' HORZ.
1 " =5' VERT.
R-
3-im
,
_ II
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DATE
160 -_ -_ -. _._ _ _.
1 �
§SMH 3 TYPE 2II -48''
.,+ 'LT
DATUM ELEV
v_1sa 1F IR" IN\ 1 1 150.00
1 +00
SANITARY SEWER PROFILE (ACCESS ROAD)
1 " =20' HORZ.
1 " =5' VERT.
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