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�t,•(�jltj��i�> ��jG'� SANITARY SEr81t NOTES AND 8PBCIPICATI0IS
4- . S3 _ 1. An work materials shall be to conformance with the 10. The contractor shall pr%rAde the City of Renton x nth
I Im Lo' L'U. ON • I N �J ��� M i-i I standards and specifications of the City of Renton an as-bui2i MUNinB of rhos snrrttaty sewer system whoa
Utility Department and the klest edttion of the has been stamped and signed by a licensed profeasion4
Uwe) e) N S D G T/A P N A Standards and specfliconB A set engineer or licensed professional surveyor.
'6 u --OP: �: Q.-� 7Z tun be kept on -she at all times
C) Mast• cap wv � X r ` il. Babe placed equally on both aides of the
�. uV 6en 132 cldiII alsnII
pipe in layers with a ]Dose average depth of 8 sichm
2. The hours of work in the street right-of-way shall be maximum depth of 8 inches, thoroughly tamping each
l�J , limited to 6:30 an to 3.30 p■ an weekdays unless layer to 95 per6ent an maximum density. These
�`/ 54t.1 • g. M �1 • V) : GX �u g. M A • otherwise approved is wi3tln¢ by t':a Department of compacted layers must extend for one pipe diameter on
TOP: 4Zd- ! TNJ: 4-(Z •9 W•1 Public Nona at 235-2620. AIl street closures. each side of the pipe or to the aide of the trench.
:
partial or full. shall be approved by the Department of Natai ak the fib over pipe shall be the
N re Public Nmks 24 hours in advance. The police same as demcrfl)ad.
TOP: .4-1 b - `10 IA141A f (f-j 41I ' °!�' ! 1 � '} �- department. fh•e department and 911 shall be notified
I I N\.,- 24 hours in advance. 12. 0 pea cut road crossings for udIity trenches on
1tiv: 4 pq • �bC►� l
� traveled way be beckfIDed with
4r S. and mechanically compacted City, at
it
w shall accordance with 'Standard
AR cors�nctlon be is � pQ'
Spectfkatloos for Nurridpal Public Maria Contour- Renton standards. Cuts into the asphalt
tion prepared by N ashington State Chapter A ■erican shall be neatline cut with saw to a continuous line. A
temporary mdx:
h must be placed
APNA) and City of Renton Standard Spec Ozatioos.bae*m and coapaimmediately
A permanent hat xdz patch
8'PuG '�� ¢ V.
kplaced emxiii am shoo be per city of
O P-• 4. An locations of existing utilities shown are approxiRenton -
'j1 ��[-. g_ c4S E,c . 8 •• / - - (T C" X V 0 sate and it shoo be the contractor's responsibility to
1 _ - � i verify the true and correct location so as to avoid 13. Datum ■hen be City of Renton. U.S.C. and G.S.
�--- .�, a �' ^ N�� damage or disturbance.
r �__ __ -- -- --
14. All disturbed areas shall be seeded and mulched t
(� '� � s � - V) SQL � � � L a � - - - i � + - - _I Q 5. A conference and a 24 hooka• notice otherwise stalogized to the satisfaction of the
7Y Zt� _ `, :hen
_ i 7l -F v '� - 2y tt-- - _� N� -ti p��r� `Q shall be refined prior to new construction. Department for the Prevention of no-stte
�> ,LA tb a N 0 1 N ( �� y - - - - �x� _ ' N G v It the contractors responsibility to secure an after the completion of coos�ctlon.
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p,• 1 l - - - - - '� �- - - td- m L�C�t:elf - ' ��-P-• d d J -- . >b peon to Construction.
�" - - , _ - _`- - I - _ • _ - - �- - ls. appurtenances -
. - .
3 �- �. _, in accordance Section 7
L.. • - ` �.- . - _ _ ` ! O �� ratify y 24 cuirentstate of Nashington standard
C . �•
(Inspection kH be accomplished a represents on
. 1 � of the City of Renton.) It shoo be the fouaudation �
- - • � _ .. �- • 7.0 to the .3 1 the
, Z� in advance of badct>aing an construction. specdflcatias for road and bridge constructlaa. This
*ban in -h necessary leveling of the trench bola
6. Cogs ctor b solely responsible for the seam. or the top of the foundation material as well as
05 �, methods and sequences of construction and for the placement and compaction of required Deck:
� '`'O I uV : safety of workers and others on the construction site. material to uniform grade so that the em3te }augth of
__TT I I Ithe pipe win be supported on a uniformly dense
D ® T® 7. It shall be the respe�ty of the conutr ctor to unyielding
�• Pipe bedding shall be pea gravel 6'
i'f� - - - - - - obtain street use and ar>3► other related permits prior above and below the pipe.
_ .1., to construction.
�e'1'' k`l` a r� 8M : C jwT�/ D fQtJ anl► I& Sanitar7 sewer pipe shall be pob-ftyl chloride (Pv C)
I �' 1 & ,Plan approved by the City of Renrton. Public N� rubber gasiceted ASTM 3034. SD R 35. or ductile too
\ - �� J� �� a2 b` .`%1� a• - /�L- St 5 _ - 0;::
W tN / Department shall take precedence over an other Class 50.
, IM N lN� W � c�
n h I D l IPIG U � 4-18. s OF DeJ`lE -;'p '�D T proved � �,�1 ��i D� 17. In rosin areas, manhole to extend minimum 6 inch
FF 4Z0 o G 8 --NPE - 5 �, •3 � �i8 S h �, FF 4-0. S "� LOT ' �'¢-1 o® p1.1 No2:Tk SIB OF a. A copy of these approved plans must be on the job efts and maximum 18 tech above finished grade• In paved
^ O whenever coastnu3lon is in progress.
F C� �' t' COT 5 tie i-M sT.
area. cover Brat elope in an ditectlons to match
lCv �tOP-�11 ��MT -4 >>P h paving.
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RECOMMENDED RECOMMENDED
FOR APPRO FOR APPROVAL
BY
BY
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P . 0. BOX 2332 REDMOND WA 96073
(206) 685 -0102
CITY OF
RENTON
~a
r O �
DEPARTMENT OF
PUBLIC WORKS
DESIGNED DATE FILE NO
JAZ 12- jq - qo DRAWN Z ^
CHECKED SCALE L\ , �rED FIELD BOOK *AGE_
I �vI�D >� CIV Vlelw �2 lo- QQ
NO. REVISION BY APPR. DATE APPROVED SHEET�LOF