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7. SEti!€R `4AINS- .THAI- WILL BE AT A- - DEPTH_ OF GREATER-
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THAN 15 CONSTRUCTED OF PVC C90D. - -_. -- � _ -- -
' - '.SHALL BE CO , , w2msol
0� SANITARY SEWER NOTES AND SPECFlCATIONS p u MoN�a c sE
d L BR 'S N N CrNI.
D_ 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE 9. A COPY OF THESE. APPROVED PLANS. MUST BE ON THE JOB SITE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL: CHLORIDE (PVC) NoRtr. , 7 oa stc sz, tznN, esr
¢ STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE WHENEVER CONSTRUCTION IS IN PROGRESS. RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON .CLASS 50.
LATEST EDITION m w
SPECIFICATIONS. OF THE. WSDOT /APWA STANDARDS AND 10. THE CONTRACTOR SHALL PROVIDE THE. CITY OF RENTON WITH AN
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INC B -
H ABOVE FINISHED GRADE I PAVED AREA
AS -BUILT DRAWING OF
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m A THE SANITARY SEWER SYSTEM WHICH: HAS BEEN
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE STAMPED AND SIGNED BY :A LICENSED. PROFESSIONAL ENGINEER OR
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
LIMITED TO 8'30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE LICENSED PROFESSIONAL SURVEYOR.
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION: AT 277- -
w w. w } 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE MH# 1 54" 1834 N 1/4 CORNER 32 T24N 0=
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. PIPE. IN LAYERS' WITH A LOOSE'. AVERAGE DEPTH OF 6 INCHES,. STA. 2 +14, 8'R
-�. RIM 77.30 ...w -. ww,,.. .... .,.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 917 SHALL BE MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING LAYERS EACH LAYER TO L CA ON: Found a 3/8' bronze plug With
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NOTIFIED 24 HOURS IN ADVANCE. 95 %OF MAXIMUM DENSITY. THESE
INV- 71.30
E E E COMPACTED LAYERS MUST'. EXTEND punch mark on a concrete post monument ®�
FOR ONE PIPE DIAMETER N- '
E 0 EACH SIDE OF THE PIPE OR TO �
dawn G 5' in t
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- 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SIDE OF THE. TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE MH# 2 54° of intersect'on of the constructed ' times
STA. 3 +70,14"2
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" SHALL BE THE SAME AS DESCRIBED. of WE 43rd Street and ,lanes Avenue N.E.
g PREPARED BY WASHINGTON. STATE CHAPTER AMERICAN PUBLIC WORKS .RIM =71.50 (1st mad west. f Uncoln Avenue NE.) -J '
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ASSOCIATION, LATEST. EDITION (APWA) AND THE. CITY OF RENTON : INV 57.89 (SW &W) app mutely 1' from a guard rail, a
STANDARD SPECIFICATIONS. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING INV 57.79. (N) app imat,ly 7' from the fog line at the
TRAVELED ROADWAY SHALL. BEBACKFILLED WITH CRUSHED ROCK AND approximate centerline of a gate in the
�-' MECHANICALLY COMPACTED. CUTS INTO THE EXISTING. ASPHALT SHALL MH# 3 54 ". 1 405 chain link fence_ The monument has >-
4. ALL LOCATIONS OF EXISTING UTILITIES: SHOWN ARE APPROXIMATE #
AND IT. SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE BE NEAT INE CUT WITH SAW IN n d Cty of Bell 01 , an is . City
VB. A.GON. CONTINUOUS LINE. A: TEMPORARY STA. 5 +39, 9'L �f I: y. �_ �-0
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR MIX. PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND RIM =64.70 B it web f ark. d City of
m e benchmark. _a
DiSTUR6ANCE. COMPACTION: A PERMANENT HOT MIX PATCH SHALL. BE PLACED WITHIN INV =58:70 (S) SITE ,
10 DAYS AND SHALL BE PER.'. CITY. OF. RENTON CURRENT STANDARDS. INV =58.60 (E) M t. 3/8 m- bronze plug "•% punch an / I
I m W z case, df. 05' 7
O 5. A PRE - CONSTRUCTION CONFERENCE AND A24 HOUR NOTICE SHALL A on, m \ 20�
a O BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE 73. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. .(cob 0187,COB -bm) /I' - C.O.R.
THE CONTRACTORS RESPONSIBILITY. TO SECURE ALL NECESSARY # g.. 59967794 Eastm 397383.176
m 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR MH# 4 54' Northing:
g: - \
m m.a PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL OTHERWISE STABILIZED TO THE SATISFACTION OF THE .STA 6 +53, 13'L Elevation: 71.411 meters rlae
'm m ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT RIM -69.00 _
n N - SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF INV =64.10 (S) ��
re N INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
CONSTRUCTION.
INV =64.00 (N) r�gL7PE HORIZONTAL AND VERTICAL CONTROL
w.a- w : 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY �i OF W O nrs.
a a PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF MH# 5 54° �4•�SI -Y AVOID CUTTING UNDERGROUND
m m m 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR. THEM MEANS, METHODS STA: 7 +59, 8'L y Fe• unuTY UNES. ITS COSTLY NOTE:
AND SEQUENCES OF CONSTRUCTION: AND FOR THE SAFETY OF WORKERS THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS .FOR �. ^.a1
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE 'NECESSARY .RIM =75.20 - m , �q v -�
3' rn 'to 'N :: AND OTHERS ON THE CONSTRUCTION SITE. INV =69.20
o. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR :ROAD AND �✓ ` EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY EXIST.
BRIDGE CONSTRUCTION. THIS. SHALL INCLUDE NECESSARY LEVELING before you
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO .. ._ : IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
'OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL 11832 EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING : I
CONSTRUCTION. l Dig• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE ZONAL' REPRESENTATION IS MADE THAT ALL EXISTING UTILJTIES ARE SHOWN
8. PLANS APPROVED B C PIPE
Y THE TTY OF RENTON, DEVELOPMENT WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
a N O SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER, PIPE BEDDING SHALL BE PEA GRAVEL 6 ABOVE AND BELOW THE 1 -800- 424 - .5555 HEREON. THE ENGINEER ASSUMES N RESPONSIBILITY FOR UTILITIES
a3YRIES 11/80/99 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
-I z : PLANS. Ww� PIPE. UNDERGROUND SERVICE (USA) c • CALL BEFORE YOU DIG: 1- 800 -424 -5555
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RIM = 78.33 �"'
-SE[ SEWER LIFT STATION
PLAN FOR SEWER
I.E. = 70.36, 8 "PVC N. '�
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I.E. = 70.51, 8 S.
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