HomeMy WebLinkAboutWWP2701453.45
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?2"0 SEWER MANHOLE
359.0o HL- ON ALARM ON IF NO PUMP ON
358.50 LL ON
357.25 LL OFF
-- -- 356.75 UL OFF € ALARM ON IF NO PUMP OFF
LEFT SiTf-T10
New Side Sewers Date
' To Be Laid In
4dr84! % (a 109 Common Trenches -
5ia GZt80 " "%� 4 ?'
sta 114— 24 Separation Wherever b ._,2 S „
zo'Zr Possible (Typical) piSee cal) _ hee„4 i6
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108 97 b
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I. SANITAF.Y SEWER PUMP STATION SHALL BE SMITH
LOVELESS WET WELL MOUNTED LIFT STATION WITH 47
DUFLEX SEWAGE PUMPS.
2. PUMPS SHALL BE SMITH LOVELESS 10 HP 4132B
SEWAGE PUMPS, 1760 RPM WITH 10 1/8" S4122 48
-MPELLER OR APPROVED EQUAL.
3. AUXILIARY POWER CONNECTION REQUIRED ON LIFT
STATION. TYPE OF HOOKUP SHALL MATCH CITY OF
RENTON EMERGENCY GENERATOR CONNECTION.
New Side Sewers
To Be Laid I In \
Common Trenches -
24" Separation Wherever
Possible (Typical)
ADDED 6" PVC SIDE SEWERS
Station
Length (Lt./Rt.)
12+85
28' Rt.
13+20
15' Lt.
13+45
35Rt.
1 3+ 95
25' Lt.
14+30
25' Lt.
14+90
14' Lt.
14+95
40' Rt.
15+25
14' Lt.
15,50
40' Rt.
16-05
15' Lt.
16+30
35' Rt.
16+45
17' Lt.
16-70
32' Rt.
17,35
32' Rt.
17+55
15' Lt.
18-55
22' Rt.
19+20
22' Rt.
1 9- 25
28' Lt.
1 9+ 55
30' Lt.
19+60
20' Rt.
20435
32' Lt.
20,40
15' Rt.
MH 015
42' Lt.
v These Plans Were Revised By
1A/A\L L O C4 T /® N 7F Barghausen Consulting Engineers, Inc.,
r�2/ vEG1iq Y S In August Of 1984 To Reflect The t�ETE.PMr.1l Goa' �Y C3G/ � .
Addition Of Side Sewers And Water,, � �w✓ ��'; 3