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FOR CONTINUATION / 0'
s SEE OWGI P21 Xi � I
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FOR CONTINUATION 41 PSS
SEE DWG P4 KITCHEN GREASE
'INTERCEPTOR
! BQB CALL DNI C ..�� cvec N o�H ST�
1 771
13- AScL A
MANUFACTURING
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MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD33
RECOM'v)EN1) ED RECOMMENDED AREA "B" SANITARY SERER PLAN
FOR APPROVAL FOR APPROVAL
7 l/ SCALE: 1 " -�!0'
IcD
WP-%Pf 2l's43' PLRN REV(6l^! WgSTEWAtER ANG /NEER
S -2013
IL
SANITARY SEWER NOTES & SPECIFICATIONS
(CONTINUED FROM SHEET SO30)
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. FOR LANDSCAPING SEE LANDSCAPING DRAWINGS.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PP.OPORLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7-02.5(i) OF THE CURRENT! STATE
OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF T !TENCH
BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT
AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO
THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFDRML'Y
DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE AS INDICATED IN SECTION
BELOW.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM
':8 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
18. PROVIDE MANHOLES (MH) PER CITY OF RENTON STANDARD DETAIL SHT.1
DROP MANHOLES PER CITY OF RENTON STANDARD DETAIL SHT. 5.1.4. -SEE SO_
19. .PROVIDE OUTS (CO) PER CITY OF RENTON STANDARD DETAIL SHT. 5.2.4.
DETA L 4 /SD34A:`
BACKFILL TO MATCH
VERTICAL SIDES GF :R NCH
EXISTING GRADE
-C uiNiMTZF -XCAVA TIN,
EXISTING GRADE —
ADEQUATELY BRACE TO MEET ALL
SAFETY CODES AND REGULATIONS.
L
•� 1PCPTED COMPACTED B.CKF'L
y LAID IN 8" LOOSE LTFTS
z
(957 MAX. DENSITY)
GEOTEXTiLE ON SIDES &EDT.
MIN. LAP 0 JOINIS
1r
CCMFACTED PIPE BEDDING
, A �
A
_ N 4" LAYERS
`
(957, MAX. DENSITY)
NOTE:
RIPE—
A EXCAVATED SOIL :0 BE
-0
1' -0 TOCKPILfD AND fESfED FOR
E
MAX.
< CONTAMINATION PER
MAX. SPECIFICATIONS AND 'R'
` -PTPE O.D. DRAWINGS.
PIPE
BEDDING
& BACKFILL SECTION
SCALE: NTS
N STH ST
4 €
C
Del
LPROJErT
SITE
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KEY PLAN Z:
NO SCALE Z
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SSOE. INC.
ENGINEERS ARCHITECTS PLANNERS
900 3015 112TH AVENUE. N.E.. SUITE 101
BELLEVUE. WASHINGTON 98004 TEL. 205 -827 -2950
PROJECT 915 0!
NUMBER
DRAWING S D 3 1 L NUMBER
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
AREA "S" SANITARY SEVER PLAN
2 BULLETIN #2(B -2) NS 3� ii`IZ DESIGNED: M.B. DATE: 10-31 -91 1 FILE NAME: 501ISD31
1 BULLETIN #1 WS 3/24/9- GRAwN: C.H.D. _
0 ISSUED FOR CONSTRUCTION CHECKED; R.L.M. SCALE: 1 " =40 RELD Baas, I.M.
NC. REVISION cl" APPR. ! DATE APPROVED: SHEET: OF: -�
I 11 1 I T
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