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EX. 5R14 . MR
R!M 1661 1,
18 INV 344 N j
L8 °fNV.3.415 i
INSTALL IB 'x 617EE
15EE NOTE NO 6)
/8 /11Y. 363 (FIELD VERIFY)
137'
_ Ex.2r'SD O
APPROX. 371.F -6113.S.
BUILDING /9
F.f 19.50
T0P 1714
/NV /02l
EX SRN. M. Y.
RIM 1650
181INY 407 N
18 "INV 1973
— 16 "SS --
EX.25'lIT1LITY ERSEMENT
EX ?4 "S40 01*028 "F 454010'— —
IB'SS —
N88 °45'32 "W
- X.27 10 10.00' '-'
BUILDING 16
f.F. 19.50 I
fill
' I BUILDING /8 .
I
� ff. (9.50
z �
6 "50FRCE CLfANOUT BUILDING /7
(TYP/CRL)
EF. 19.50 APPROX. 190L.E - 6 "S.S.
_yz
/90X. .f 6'SS. APPROXS7L.F-CS.S. 7oPl6se
LSIDE ONNECT TO EX. 6 "SRN. �o
SEWER (TYPIC.RL)'
I.E.1 /.5t (VERIFY)
RlFY) /E l05t (YER/FY) EX, POWER URULT
CD HO1°14'28'E 536.00' PoWERNYU ••
ro °ss l45'? !05'1 ro "ss 95'E EX
—. SIDE SEWER STUB (m)
ro ss
v EX.18 "STORM ON 4' _
Ex.3TORMMK EX.SNNMN. POWELL AVE. SW EX.STORMMH. EX.3RNMN
H/M 1710 TOP 17.45 RIM 1678 EX. STD 0 M.N.
TDP IZ15 70P/682
BENCH MARK' N.E. CORNER OF METRL RIM
�T ON POWER 169Lflr
ELEYRTION ;16.66
bM
z
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SCALE, 111-40'
A 1, 1 I g
/
SANITARY SEWER !TOTES:
T. PRIOR TO INSTALLATION OF ANY SANITARY SEWER CONNECTION, CONTRACTOR SHALL OBTAIN
THE NECESSARY SIDE SEWER PERMIT FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT_
2. TYPES OF PIPE AND FITTINGS SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS.
RUBBER OR NEOPRENE GASKETS, AS SPECIFIED BY THE MANUFACTURER', SHALL BE USED ON
JOINTS.
3. MINIMUM GRADE FOR 6" SIDE SEWER SHALL BE 2% (1/4" PER FOOT).
4. CALL 235 -2631 FOR INFORMATION WHEN SIDE SEWER IS READY FOR INSPECTION. DO NOT
BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR. -
5. INSTALL 'SIDE SEWER WITH N' MINIMUM COVER.
6. IF SIDE SEWER IS NOT AVAILABLE, THE MAIN LINE SEWER MUST BE TAPPED THROUGH A
CAST IRON SADDLE.
7. ALL WORK SHALL BE ACCOMPLISHED I'N ACCORDANCE WITH THE WASHINGTON INDUSTRIAL
SAFETY AND HEALTH ACT (WISHA).
8. EVERY 2ND CHANGE <IN DIRECTION OR' GRADE -WILL REQUIRE A CLEANOUT WYE WITH PLUG.
�9. MAXIMUM BEND TO BE UTILIZED IN CONSTRUCTION SHALL BE 45 ALL 90° BENDS'SHALL
BE ACCOMPLISHED BY MEANS: OF A WYE AND A'.45° BEND. TWO 45° BENDS SHALE NOT BE
ACCEPTABLE.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE "SIDE SEWER INSTALLATION
INFORMATION" PACKAGE FROM 'f6E CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING COMPLETE AND ACCURATE AS -BUILT
INFORMATION FOR EACH SIDE SEWER INSTALLATION. THIS INFORMATION SHALL BE
PROVIDED TO THE ENGINEER,,IN ORDER THAT AS -BUILT DRAWINGS MAY BE PROVIDED TO THE
CITY FOR RECORD ESTABLISHMENT. THE IN SHALL INCLUDE: LOCATION OF ALL
BENDS (HORIZONTAL—AND.—VERTICAL) AND CLEANOUTS, SIDE SEWER SLOPE AND INVERT
ELEVATION AT EACH CLEANOUT.
I
1 ""Im 1 t l-A, vYnVP7i
SEC. 20, TWP.2.3N., RGE. 5E. WM.
SEE SA.NlrARY SEWER PLAN SHEET !/ OF 23
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.SEE S%/EEj PDP �'Rgl�EL - (- . I,1 20 �SAN/rARY SEWER C I I I I
iGCCESS RGi¢.O c<L.flT /!Jti U AND WATER t /NE ESM 'T
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ffJOlf/i(i' /,f x°fiP F /fGD LOC/llEO A/"/°f/rPT�`iY/!.f/Cr_`.5. _ � I
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SEE SHEET 13 OF 23 FOR PROFILES
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SANITARY SEWER GENERAL NOTES
1. A preconstruction conference and twenty -four hour notice will he required
prior to starting new construction.
2. Inspection will be accomplished by a representative of the City of Renton.
It shall be the contractor's responsibility to notify the Utility r&pwtment
24 hours in advance of backfiiling dll construction.
3. All work and materials shall be in conformance with the standards and speci-
fications of the City of Renton Utility Department and the latest elition of .
the APWA Standards and Speci""-tions.
4. A copy of this plan must be on -site whenever construction is in pro ses".
5. It shall be the responsibility of the contractor to obtain street u,e and ;
other related permits prior to any construction in county or state ,ight -of -way. j
6. Approximate location of existing utilities have been obtained from available
records and are shown for convenience. The contractor shall be re,:,onsible for
verification of locations shown and for discovery of possible additional
utilities not shown, so as to avoid damage or disturbance.
7. Locations of the structures shown hereon are approximate. Exact locations
shall be field set by the engineer.
8. Except where rioted on the plans as Ductile Iron, the ,ar.itar ^y ;ewer
pipe shall be P.V. C. conforming to ASTM D -3034, SDR 35..
Where noted on the plans, the sanitary sewer pipe shall be Ductile
Iron conforming to AWWA C1'51, Class 50 lock -type mechanical joint.
9. All side sewers shall be 6" minimum diameter at 2.0r minimum Slope.
10. All manholes shall have a minimum drop between invert to and invert out of
0.10 feet.
Ii. All manholes shall have lacking lids.
12
All drop manhole pipes shall be cast/ Ductile iron or F.V".
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PLAN SECTION A -A a
ND .SCALE ,
/TO 9f LOCBTfO BjlY.0 rG/{/ / TO ifi'f/ZJ +
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i• lP•83 ' iY /Sf0 PfR CITY Of. RGN'OV PE4 /Elie S.C.B.
REV OATE DESCRIPTION BV
LINCOLN PRORcRi r too.
11400 S.E. 6TH ST. - SUITE 220
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HIGHLAltiO V!L VE' APt�Rt MGIVTS
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SANITARY SEWER PLAN
!P081454 -3743 OR BE3S -7877
aY j r C ®O ®S 1=NGINEERS, INC.
130TH AVENUE NORTHEAST
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HE LLE V Ut WASHINGTON 98005
,. :OWN t�,G� /CfiT BOOK.. ESH OD NO
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5�J aPP.D /-31-83 I_2 OF 23