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ELECTRICAL CONDUIT BY OTHERS
(TRENCH BY CONTRACTOR)
SCALE: HORIZ I"= 40
VERT. 1" = 4'
3 __.._
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430 INSTALL BAFFLE PLATE
AS DIRECTED BY, THE
ENGINEER
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EXIST. PROFILE N. E. 23RD ST.
EXIST. SSMH
42730 INV.
EXIST. SSMH —.I
�10:
MIN. DEPTH
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LIFT STATION o
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EXIST SSMH
TOP
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q__ 4" PLASTIC FORCE MAIN
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413.57 o 1 413.99
INV. I INV
35 L. F. - g„ CONC. PIPE
410
410
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3- 161
-
L.I.D. 292
EASTWOOD PARK SANITARY SEWER
N.E. 23RD ST - 138TH AVE N.E. T
_...... _-_ _ 0 ANACDRTES AVE.
_
�
L!� CHANGED L /FT STAT /OVGA7 /ON eLB 2 //9/75
RLB 1/ 75
A$ SHOWN.. !I
390
8
7
kn
EXIST 6" SERVICE LATERAL (TYP) —
LOCATIONS SHOWN ARE APPROXIMATE
14*
3 rat ST_ N
L7 ASPHALT
PAVEMENT
LI 7-
EX. 8"SAN, 9EwlEa__ t—
—DITCH
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41
INSTALL 830 L. F - 4" PLASTI
SHEET
FORC MAIN. 2AIN. SEE TRENCH DETAIL
WHERE, DIRECTED BY THE ENGINEER., I
INSTALL 4 SERVICE LINE TO HOUSE(TYP)
(SEE TECHNICAL PROVISIONS)
2
T T
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500 LBS. MIN,
CL. 5 (1-112) COM
(TYPICAL)
Z
SSMH
HR ST BLOCK
Fr
cz:
8+0
60* BEND
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SSMH'
8
7
kn
EXIST 6" SERVICE LATERAL (TYP) —
LOCATIONS SHOWN ARE APPROXIMATE
14*
3 rat ST_ N
L7 ASPHALT
PAVEMENT
LI 7-
EX. 8"SAN, 9EwlEa__ t—
—DITCH
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41
INSTALL 830 L. F - 4" PLASTI
SHEET
FORC MAIN. 2AIN. SEE TRENCH DETAIL
WHERE, DIRECTED BY THE ENGINEER., I
INSTALL 4 SERVICE LINE TO HOUSE(TYP)
(SEE TECHNICAL PROVISIONS)
2
THRUST BLOCK
500 LBS. MIN,
CL. 5 (1-112) COM
(TYPICAL)
1 U+T& - i
70*
EASEMENT
BEND.
INSTALL LIFT STATION
PER DETAIL SHEET 2
SUPPORT POLE 8
CONTROL PANEL
INSTALL 70 L.F.- 8" —
CONC. PIPE
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MANHOLE SLAB PER
STANDARD PLAN NO. 41
NOTE: ALL C.I. FITTINGS SHALL
BE TYPE M. J.
8 "CONC. INFLUENT LINE
General Notes: The Contractor shall supply and install
1 Complete pump station with pumps,
motors, electrical control panel
with PACO bulb type level controllers,
all required valves and fittings in a
72" I.D. standard manhole as shown on
these plans. All piping to be done
in accordance with APWA Specifications,
Class 125 Cast Iron.
Pumps: 2 each PACO 470 -15 Type NCD, Duplex, Vertical,
Capacity 200 GPM @ 40 feet TDH. Minimum solid
size shall be 3 ", discharge line shall be 4 ".
Motors: 5 H.P., Three phase, 208 volt or 230/460 volt,
1750 RPM, drip - proof, having the windings
epoxy treated for protection against moisture.
Unit to be furnished with a 72" diameter
coverplate having gastight features and
complete with subplate for each pump and
manhole opening.
Level Control: PACO bulb type with 4 controllers
furnished for pump on -off, plus high
level alarm.
Control Panel: PACO duplex control panel having NEMA III
`I--- NO. 5 BARS I
weather -proof enclosure and tamper -proof
45° ELBOW front, disconnect switch for each pumping
unit, disconnect for control circuit, control
4" GATE VALVE ����� circuit transformer to provide 115 volt con-
11111�Y trol voltage for level control units, magnetic
4" CHECK VALVE starters having overload protection on all
PLANthree phases, automatic alternator, pump
,r running lights and high water alarm horn,
SCALE I` = 2' i / ' and running time meters for each motor.
PL Iii N —
SERVICE METER
SCALE 1 = 2
CONTROL
PANEL TREATED
POLE vY
CONTRACTOR
5' MIN..
7` MAX.
CL. 5(I -I/2) CONCRETE LOCKING TYPE MANHOLE FRAME a BENDING ` E C.C., T GALVANIZED AFTER
-
NO,7 ROUN DEFORMED BAR SAFETY
COVER' (OLYMPIC FOUNDRY OR APPROVED EQUAL)
VENT-
CAP VENT
EL. 421.8 ( Y ER
_ -_ _ k ; ; TOP SLAB i - ` T CONTRACTOR) 1 ER
--„-- "STEEL CONDUIT POLE B OTHERS)
- • e ., - TRENCH BY
'•• • • a- • r' ; �; l.CFF nFTd 11 I FFT1
4 °RISER PIPE' 1.112" RIGID °
CONDUIT
36 a N MIN. '
_ " O.D. OF STD. 72 DIA. M.H. SECTION
I_ a
POLE TO BE ENCASED IN
PROFILE 4 PLASTIC 45° ELBOW CL.'B' CONCRETE
SCALE 1 = 2 FORCE MAIN Z 450 ELBOW
_ COAT INSIDE M.H. WITH 112"
°� {� c /�
4" ADAPTER CEMENT
TOP SL H B_ D G TAIL 4 ADAPTER
4" WYE _:.
TO CONTROL PANED STD. 72 LD. !dANHOLE
EL. 415.57 ,
F -4 ALARM ON
;T 413.57
F•3 BOTH PUMPS ON INV. ;
In
F-2 ONE PUMP ON
SLOPE CHANNEL BOTTOM AS
SHOWN OR AS 'DIRECTED BY
— THE ENGINEER
F-1 PUMPS OFF
EL: 410.15 ' : iq GROUT
N
EL. 409.65
COMPACTED FILL ''"4 BARS 6 6" CAST IN PLACE CL. 5 (I-P /2)
m ti BOTH WAYS CONCRETE BASLE
1
W3 B, o„
— PEA GRAVEL BEDDING
e 18° 0 4" FORCE MAIN °R
1410,
PROFILE
SCALE 1" 2'
0.
TRENCH DETAIL��:
FORCE MAIN
, r�J
REVISION
DATE
S-161
CITY OF RENTON
DEPARTMENT OF ENGINEERING
L.I.D. ,92
EASTWOOD PARK- LIFT STATION
MIGNED RLB DATE —1 / 75 F_LE NO._._
tAWN RLB
1ECKED
SCALE AS SHOWN FIELD HDnN P'AGe _
'PROVED ✓ �C '°^'�� '"x^� "'y'="'— SHEET 2 _.OF 3