HomeMy WebLinkAboutS-05460CSANITARY SEVER NOTES AND SPECIFICATIONS
M ON, I ` CaG r n � 1. All work sperm ns o � Ci of Renton 10. ancontractor anon these the E
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.. - � N �r-E� City of Renton MUx
C�^�.. G� � . � �i. �, )-I I spa City wing of the 88ndtaiy sewer system which
Utility Department and the Meet edition of the has beer. stamped and signed by a licensed professional
WSDOT /AFWA Standard3 atld spedficatlons, A set engineer or licensed professional surveyor.
Qs E. Mau. w /a�ax eaP I v' j -: of approved plans shall be kept on-site at all times
lt' Z4-''k during construction. 11. Back011 shall be placed equally on both aline of the
pipe In layers with a looee average depth of 6 inch..
2. The home of work In the sheet y depth of 8 inches thoroughly tamping each
right-of-way, shall be maximum der
limited to 8:30 am to 3:30 p on weekdays unless layer to 95 percent on maximum density. These
-op .+Z- .eg otherwise & ed in writing by the Department of
compacted layers nisi extend for one diameter on
`• -- 4-I I ate' y- I z 9a e I Public Works at 235 -2620. All street closures, each side of the pipe or to the aide of the trench.
q
Fl _ _ _ _._ _____ ti • 4 it 6' t
(W x'U I partial or full, shall be approved by the Department of Materials to complete She fill over pipe shall be the
• - c .4':' .=!2. • $ / \'`. _ , N J A. s q ` Public Works 24 horns in advance. The .police same as described.
-.
2 0 5) ,
-Jj f
! department, fie department and 911 shall be notified
2? home in advance. - 12. Open cut road
` ( I pe c•orgfngs for utility trenches on
i existing traveled roadway shall be bacldMed with
•.;
S. All construction shall be in accordance with "Standard crushed rock and mechanically compacted per City of
Specifications for Municipal Public Works. Construo- Renton standards. Cuts into the existing asphalt
tion" prepared by Masaa:ngton State Chapter American shall be neatif re cut with saw in a continuous.11ne. A
�• .-- ! , l F -) Public Worm Amclatiou, 1988 edition APWA) and ten
( poraty mix patch must be placed immediately after
4Z' - ¢, h.• ,r ¢% _ g, 1 City of Renton Standard Specifications backfM and compaction. A permanent hot mLc patch
a I• , \ r+ \s -\ lV . tG t J ) . n �`E�p.- 3 4. All locations of utilities shown area R all b placed current withstan 0 days and &hall be per City of
{�- II ¢ �i ek 8" \$S ` �-� g . I b• �� sate and it shall be the contractors responsibility to
1 + r- fig-- verify the true and correct location so as to avoid 13.. Datum shall be City of Renton. U.S.C. and G.S.
I bl N ? j1 4 VI F z / damage or disturbance.
F
L • ` uJ ,->K _ `' ; r F N �S2¢ o z I ` - 14. All disturbed areas shall be needed and mulched or
- qTn� rte_ nY - • ;�, l,�l- `) 4j �y t Z QL _ a + --t° O 5. A pecoostruction conference and a 24 . hots notice otherwise stabilized to the satisfaction of the
ro r shall be required prior to starting new construction, Department for the Prevention of no -site erosion
I ytR y !!!!!/ - I i I � El ¢ o-.2 r tp "� e � `� .F =� ¢o �: `" ' /: `. �.,� =� I d d S ,ter• I - It shall be the contractces responsibility to secure all after the completion of construction.
•�=�[ . � y'C / Vl'9 �; O
necessary Permits prior. to starting Eprsstrvctlna.
"� Ir _ -:: _ ; - - -, _ - _ � ' ,'-_., - . �•- -� 4. -- - _ _ _ - - -
(Inspection will be accomplished by; a representative 15.. All pipe and appurtenances eftall be laid on a R'oPeT1Y
of the City of Renton.) It shall be the contractors prepared foundation In accordance with Section 7-
I - O Z-C7 utility department 24 hours 02.3(1) of the current state of Washington atandaz•d
• -m ,- I �• I ,� .dL.E %: 1 "=ZO' advance backfilling all construction. apeclticatiors for read and bridge construction. This
(p ` necessary levelfng of the trench bottom
V--n �- a -- - �N�. '� 6. Contractor Is solely responsible for the means. or the top of the foundation :material as weIIas
methods and sequences of construction and for the placement and .compaction of required bedding
ecluv:
� f saP&ty of workers and others on rite construction snce. ea'°erial to urdfma grade so that rice entire length of
(ill - _ _ . _ _ O 0 ) C I 7. It shall be the responsibility of the. contractor to unyielding base. Pipe bedding oshall be ea gravel 6"6"
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-\ �'= - - - T - - - - - - - - - - - - - - - -- - - - k� - �. - - f - - ��� yG-. - - - - - - - - - - - - - 6?-� •� �1�'. - - - - - - -- -- - - - - - - - 13^/l t any construction.
�.. other _ - above and -. octave the pipe.
_
m`n rexared perwicl arirn• _
fib' {�• 1 r a. GAT/ OF P-.F), r0Q 11(Fl 16, santran: k&Lea�sTrt 3034, SO 1 oran�DeiP on
)�/ u , " Q �i 8• plans approved by the City of Renton Public Works rubber•
-- -..- _ -- �j- - -I -•- .rT1_ j- .�' _,, �, I % _ p Sq Department shall take precedence over all other Gass 50.
/:tGi _ --
0" . I IN (r AID
1 �f�/ ., + o 'r L!- rJIDE OF DIVE 1O }i0U 17. Inunfm
F-n- .� t'c ?T _ �,,.,-�, - j f""-Ig: _- \i \ Moved areas. manhole to extend rhdmum 6 inch
.� I FF. cxIa / / IO
/ /' -7 j� A t g - � L; "p D;(' a. ! 1J� LID) J �+-'I t�'. = �' r 'o J ? Oi" No�� 51 Gam`.. OF 9. A copy of these approved plans must be on the job site and maximum 18 Inch above finished . In paved
1 11 f '� I �V '� 3 70 - �G� - - { �-� ` I .._.. J� t T L 'i ja'bP LD-1 -M � whenever construction is in area, cover m. et. slope in all directions to match
"� :_ � -- r� .,_ fz,� >✓r .:_ , a. IG �- J�in�n E.�,�M , :� NFi i GJS.
U = C.OT#� LOT" r---?
paving.
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i PRECbSTSECT)OU - 31!S!'d1S'!'^ .L'.t%••,a,Qr,�c vgL,t• � "'"`,""
STF-F. 4°DEFOIZAED 5AR
STEM eaLL 5E iNCLUD-D
\/Dow& PLAT F? -- 004 - 59
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COLLINS & �SS�v i � ES
�, 71- ��<�� P.0. BOX 2332 REDMOND VA 98073 1206 ) 685 -0102
Wt4X.FIFE 51ZE- 21 °I.D.
LADDER-5t a A.L.UMNUM
OR c�uvaNlzEa sT> CITY O F R F N T O N
D E P A F i T M E N T OF P U B L I C W O iZ K S
^F,ZECAST EaASE SF.GTtor1 _ r
• . G2 Cl5( Al F1 Fc.E
DESIGNED ..�
' l .DATE I FILE NO.
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h1T.Z - NO. REVISION - I BY iAPPR.�I. DATE - APPROVED - -, .55HEET -9-.F -_
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