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IN ( MATCH GU, ), FIELD TO THIS LOCATION
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OV _9' 90 NOYEEWER MAINS`THAY_ WILL BE AT -DERT}8 OF GREATER _ -. _ -7 i_ -
- -. ' - - +.�� THAN 15.SRAL4 BE'CONSFRUCTED OF PVC C96D: - - - -- 7
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F _ -
THIS DRAWING DEPICTS CERTAIR' BUILT7N ORMATION. ANY CHANGE -TO THE DESIGN INFORMATION -
w AS.A- RESULT DF"FIELD`A$- UILTS- IS,SHOWN WITIt A LINE THROUGH IT FOLLOWED BY THE AS -BUILT
m INFORMATION; I.E. 365.Bg 303.65. IF DATA IS NOT INDICATED IN THIS FASHION, R IS NOT AS- BUILT.
�F ES NOT OBSERVABLE FPOM SUR,-A:;E OBSERVATION HAS BEEN PROVIDED BY A: '
UNDERGROUND FFATLtR ,0 1.
CONTRACTOR & NOT VERIFIED. _ "' 83;' P "0
d 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) .... s cn -
1. ALL WORK MATERIALS SHALL BE IN CONFORMANG- WITH THE 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE '
WHENEVER CONSTRUCTION IS IN PROGRESS. _
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. o Er ;e. zan, ssE
¢ STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE � -
LATEST EDITION NOTES AND SPECIFICATIONS OSn�DARDS AND
m m on SPECIFICATIONS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN AND MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA, :#T@."W 4, i t
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 7
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE - ..`.- .•;. -- �
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE LICENSED PROFESSIONAL SURVEYOR. -
x APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -
v_ y 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE 11. BACKFII_L SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE MH# 1 54 R5E4 N 1/4 CORNER 32 T24N
- STA. 2 +14, 8'R
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES. _
_ ml`e - 7.30. 77.60 THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER 70 ` --
LOCATION' Found a 3/8° bronze plug ,,t -
NOTIFIED 24 HOURS IN ADVANCE. 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND - 70.60 (M punch mark on o concrete post monument
FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE down 05' in a monument case at the point u _ '
m MH 2 54 of intersection of the construct_d centers aes EMERGENCY GATE - - -
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE #
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CON"TRUCTION" SHALL BE THE SAME AS DESCRIBED. STA. 3 +70,14'R f N.E. 43rd Street and Jones Avenue N.E. _ >8
g PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS 72.41 (1st road west of Lincoln Avenue N.E.) �Q. �.� 2p•
W8cW1 57.76 (SWBW' approx mutely V from n guard ra'I, - _
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING approximately 7' from the fog line at th V 4' -
STANDARD SPECIFICATIONS. �N). 57.66 IN) e R �,L j- �`-
QED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND aPp ... "mate centerl ne of a gate in the 4v to s
I 405 than link fence The monument has W
w MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL MH 3 54' -
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE # a City of Bellevue (COB) 9ps station
BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY STA. 5+39, 9'L and is a City of
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE Bell ---on of rl,. Po I SITE a _
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND IZfIR'•fi4 -70. 64.93 Bellevue benchmark 377q { �o -_ -_
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR - P
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN LSL 58.65(S) F� }} g
DISTURBANCE. 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. lNd- 5G64 -(.E)- 58,55 (E) / in. bronze plug h G�' _
Monument 3 8 p q w/ punt o 8
m 3 Z case, df. 0.5' ORAL$ - 20" DRIV Y CURB O�`r�--0Ff,
coot moo, n
Q - w p 5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL 58.65 (W) V� - C.C.R. .STD. PLA 1N
V1 BE REQUIRED PRIOR 70 STARTING NEW CONSTRUCTION. IT SHALL BE 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. (cob 0187,C0B bm) EXPIRES �, \
p.1d > THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY MH 4 54' Northin 59967.794 Eastin 397383.176 t 2y 00
w m ^ w 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR # 9 9 - - - - - - -- -.__- NEW MH SET IN FIELD 48' OF 8" @ 2,Oa/
z m rn m PERMITS PRIOR -f0 STARTING CONSTRUCTION (INSPECTION WILL BE STA. 6 +53, 13'L Elevation: 11.411 meters i. :aa 12'01 °w
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT -RIM_= 77.60
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT RTM= 69-90- 68.67 THIS STAMP FOR AS -BUILT 139.51
1- N SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF IE = 70858"E- - _
J INSPECTOR 24 HOURS IN ADVANCE OF BACKFiLL:`:G ALL CONSTRUCTION. 63.84 (S) PR
INFORMATION ONLY HORIZONTAL AND VERTICAL CONTROL IE 70.95 8" W
- 63.74 (N) $K
m ry CONSTRUCTION. g k0 -
o, w 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY ' OF AShr O
Q Nw PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF MH# 5 54" ti4 �4' +Y AVOID CUTTING UNDERGROUND n _�
m 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR STA. 7 +59, 8't ti) F4 � UTILITY LINES. IT'S COSTLY Cfl�� NOTE:
p z zo z AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY �� 75.59 °j ;'p v
0 0 y N AND OTHERS ON THE CONSTRUCTION SILT_. STALE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND 'RlV =69w.� 68.59 (N) �r EXIST. SANITAR%A'1ANLOLEzH SEE SEWER LIFT STATION
before 8IJ EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
`-1' > BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 78.57 _R - -� PLAN FOR SEWER
Q a! 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL U332' EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 7022 -I1 B- 3F>,_8 "PVC N. CONNECTION DETAILS
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY -
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING I DI gs GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTInN. NO 7p,g7 1T� -7g,5� 8"P VC S. �-
a CONSTRUCTION. - �.
MATERIAL TO UNIFORM GARDE 50 THAT THE ENTIRE LENGTH OF il-IE SIOpAL Fes- REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN -�
B. PLANS APPRO "ED BY THE CITY OF RENTON, DEVELOPMENT PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. r y® C C HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 70.62 B" W
i a cv O SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE )OrnIItES 11j30/98 1 -8 ®0- 424 -5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
'^ Z PLANS. ww �+ .mss PIPE. CALL BEFORE YOU DIG: 1- 800 -424 -5555
• i a ' UNDERGROUND SERVICE (USA) 1 _
,4iff ; - za'y_ro 6 G7�, ; r- e' .u.' o/ I m SCANNED OCT - 81999
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