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PORTION OF THE N.E. 114, OF SEC. MATCH AT
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SANITARY SEUAiRR M07M AND SPECIFICATIONS
CITY O F RENTON , WASHINGTON �D 1-7° N 30' TYPE III
1. ALL WORK MATERIALS SHALL BE IN COWORMANCE WITH THE
m m K - .s7 vi BARRIC STANDARDS AND SPECIFlCAnoN OF THE CITY OF RENTON Ulk1T.'
AR T AND TIRE LATEST EDITION aF THE WSDOT f_A
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LEGM
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p FIRE HYDRANT
83 WATER METER
O CATCH BASIN
® SEWER MANHOLE
STREETLIGHT
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NEW INY- 388.5$
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STA THEN
W W 4X0 STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD
SPECIFICATIONS_ FOR MUNICIPAL PURJC WORKS CONSTRUCnW
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST EDITION (APWA) AND PTY OF
RENTON STANDARD SPECIFICATIONS
3. ALL LOCATIONS OF EXSTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTORS RESPONSIBUTY TO VERIFY
THE �� CORRECT LOCATION SO AS TO AVOID DAMAGE OR
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS.
METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE PVC . 0.50S SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE
S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
400, 400 OBTAIN STREET USE AND ANY O7HER,RELATED PERMITS PRIOR TO
_ ANY CONSTR IC710N.
Ex ss CONS
6. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS
RY- 411.62 NOTE UCT> DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
I" wY 104.32 (87PMC -N) OVER•;.110011 AG
6' PVC SIDE SEWERS 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB
INN 400 42 (B'PML -s) Rwstzs fr,cTlrN PAwus) STA. 3 rao
TO BE MIN. 29L 5��• S� � CONSTRUCTION � � •
I EX AVV- 388.42' -( SSMIN/ 2 -1i
NEW #mL- J8o:52 ( WA:-E) FAI-4OL75 S. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH
WIN .05 AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM. MUCH
HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
S 1 ST PLACE ENGINEER OR LICENSED PROFESSIONAL SUIRVEYM
EX R� -�0.� 1 " -40' HORIZ. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SUM OF THE
INV- 407.92 (12-S) 1"-4' NERT. PIPE w ,
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 OX34
I MAXIMUM DEPTH OF 8 INCHES. THOROUGHLY TAMI ING EACH LAYER
DAB y TO 0 PERCENT OF MAX(YNMI DENSITY. -_ THESE COMPACTED
W LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO
N n m ffi m n ^ o -72 CO THE FILL OVER PIPE SHALL BE THE SAYE AS
10 ^°Qi CUT _40 CWW SIINGS FOR UTILITY TRENCHES ON
\ EXISTING TRAVELED ROADWAY SHALL BE BACKFIRED WITH
\ CRUSHED ROCK AND ME04AMCALLY COMPACTED. CU75 INTO THE
\ \ / E_-T+NG ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A BE PLACED
\ / \ \ /' I IMMEDIATELY AFTER SACKFIL ANDND COMPACTION A
Z PERMANENT
\ / TAX LOT NO. 084710.008X I \ \
/ -V I 'N 88'18.49' W / c - 414 - HOT MIX PATCH SHALL BE PLACED WIT I N 10 DAYS AND SHALL BE
I / PER CITY OF RENTON CURRENT STANDARDS
11. DATUM SHALL BE CITY OF RENTON. 1988 NAVD.
410
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
. ¢ i 07MVASE STABILIZED TO THE SATISFACTM OF THE DEPARTMENT
Y MIN. FF- I \ \ \ 1 I
FOR THE CONSTRUCTIO ON-SITE EROSION AFTER THE
J N. FF TRACT A
\- 0 407.0 L \ 1 ^
I I I t3. ALL PIPE AND APPURTENANCES SHALL BE WD ON A
I \ p 0 \ i / PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION
S
o-0 7 \ \ I 1 AREA 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
STA. 3+001 \ ( \ p♦ SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS
Tfll"tt 410 : SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH pY`icm OR
EMI 0- \\ 22 (6.�)i I L / THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT
I AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM
o I I \ \ \ l NNW►- 401.D5' {I1'PMC -LIQ I i _
_406- / B y i i p08 \ IMI
SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING BASE PIPE
BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
PIPE.
- -f -0085 / / �� \ O 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKE70 ASTM D 3034, SDR 35. OR DUC71LE IRON
CLASS 50.
.. ..7, 7. _„', ,- ,,,,1 +,�,,,� • \ \ / / -\ - 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6
PrC `� �I ? _ / `_ INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN
y ( -- ly \ \ _ _ \ n PAVING AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
,i - -- \�•- �� 404 - _�' - -- � -- ) <\\\\ \�- 404-_-��
`40 �\ I \►�►
SEXIER +
1 SERVICE O
i \
2% MIN.. TYP.
�I `>` - -3 4 � I /� \` /MIN. FF = /r�` _� -.' -- i \ \\ �\ ':• \\ I s� 7►a
Io LAIN. - / �ylpi /LF Ir1IN, FF- 5 \ \1 406.0 .�`
408.0 _ 408.0 - '07.0 \ 406.0 MIN. FF= \ _ ' ` .: i \ / -
406.0 ,LvHtiiii a 04
\ 408 I
1 I 1 \ \ \ N 4 \ RECOMMENDED
406 404 ��-+.' _-- --ice i - \ / 404' / FOR APPROVAL
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AID CO (MOOD I N 883t75CZ W 631.66 ao LS -12
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STUB *i0 _ I - , \ ; -� /_ o �I YIX CB 1IA1 W I i ItlU- 4033.
I�GAS STUB / I d J I \ v <... _ - 404 RIM- 402.57 ps-
// / ko6 i I( I - wV -17.37 (1rADS -1+) I I wv•3o7.1B (1rAAbs -s) pry ��'f CHECK FOR �P 'f
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IN v- 7.37 (1rrDs -Ea I i IN - 397.18 (1r E �Iof you
TO CITY STANDARDS
oAX;�
a I i 10 ; "00_424-W5
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( � � I UNDERGROUND SERVICE (USA) ceTE
AVOID CUTTING Ul�ERGROUND
RIM-409.05 UTILITY LINES. ITS COSTLY
ww•40s.HR (1r N)
wV -405.95 (12-ADrS) NOTE:
- - EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
`- - -I - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
s - _ NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555.
C }'• y/A 0 % SCANNED OCT 033 2 F,
mm A