HomeMy WebLinkAboutS-1453034"0 PVC
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SEC. 20, TW 3 ft, R 5 FE, VV N1
, T-
Ir I III I10
Q i 114 I 113 «* s J'g'41Z4 ss
..
q i � /6' iol X109
See Sheet a`�� \� Sta /zfeO •� O - Stec /4t/
14 '°G los
107 / \
4'r 80
/6'
105
a* f 104
16 r 77
20 iO
I. SANITARY SEWER PUMP STATION SHALL BE SMITH
A
i3 •.2 �...� \/+
\N
LOVELESS WET WELL MOUNTED LIFT STATION WITH
DUPLEX SEWAGE PUMPS.
".`- /3 OS 11,11 ;
t t/
STA I
a
43 /$ 4/
\
C
42
45
:V. 370.3
.
32
71z1i
PUMP STATION NOTES
/
107 / \
4'r 80
/6'
105
a* f 104
16 r 77
20 iO
-BUILT per Section 7 -4 Construction Manual
".4o`r Municipal Public Works Construction 1973
t
By -V Bate
New Side Sewers
To Be Laid In d
Common Trenches - _ � '
24" Separation Wherever .%`_~_ .it43 It s �0,
Possible (Typical) —4-
7 See Sheet /6 /
97 / + `' _ - ADDED V PVC SIDE SEWERS
""'""'""""""°"` Pt , Slat Leng'M1 (Lt. lRt.l
5 IS L' i
d $ e '3 +Y 35 Rt
93 ; / 2/ +/O 61 , _ 14 a1 25 u.
/ 5191 '9 Lt
/ \ ` r O s5 1 Et.
j \/7�\ 1 4 Lt.
4. \,. /• \ 99 - / '.p / MH 15 S\a .ZOf 90 63 / 1s•os 15 L'.
/J" K: / 15 Rt
�._. 5 \ 100 -46' 5./ PJ ` �2 *8s.. \ t�,3s 15 R'
/O- 60 64 11ss at
0- ` 19 -55 11
v 65 1915 Rt.
\ / /ry/ 3a Lt
t' �� 101 / 1<• f / „✓' / 19+55
L ✓' l�
I'll 30' Rt.
103 102 5 .? l \ 59 1 3z L1
\ / yt . 4✓ \ �9 \� ...
20:4U
1H Yk 15 12, Lt.
�L
17 DAV,
RVE
MN 14 55
Sta /7 +/5
� Cr O 38, /6" 2'.et ➢ ?�*� 2%i 2�r a �i :3.� � �.�e4 � glg... '._ ,„.,� -.- _,„„�
54
50 r 51 52 \ 53
Yv These Plans Were Revised By
Barghausen Consulting Engineers, Inc., o
Meters o D/v v--m/ YS //Y In August Of 1984 To Reflect The
DETE/2M //✓ED 8Y d U /GOE.E / i �� ` i
Addition r Side Sewers And Water O +•
_ eters For Servicing The proposed
N f R e r <« 1 s
--
i
ry r I Af A I A I I I I I
� �
__ __ .� — .. ® �.t�r�r,�® . 'm ® r- 17, 0 n 1n 11 10 11) 1 /. 1 r 1r- 17 10
I. SANITARY SEWER PUMP STATION SHALL BE SMITH
LOVELESS WET WELL MOUNTED LIFT STATION WITH
DUPLEX SEWAGE PUMPS.
\�
/
�- ?2'•0 SEWER MANHOLE
2. PUMPS SHALL BE SMITH LOVELESS 10 HP 4626
.
32
SEWAGE PUMPS, 1760 RPM WITH 10 1/811 S4122
48
.t
- 359.no HL ON $ALARM ON IF NO PUMP ON
- 958.so LL oN
'MPELLER OR APPROVED EQUAL.
11
3, AUXILIARY POWER CONNECTION REQUIRED ON LIFT -
49 ,1
- 357.2s LL OFF
STATION. TYPE OF HOOKUP SHALL MATCH CITY OF
— 356.75 HL OFF $ALARM ON IF No PUMP OFF
RENTON EMERGENCY GENERATOR CONNECTION.
SLOPED SIDES 11 ANGLE
/
11,11.
New Side Sewers
'
To Be Laid In
,Co mmon'Trenches
24 Separation
.r
-
Wherever
t,
yv /G2
-BUILT per Section 7 -4 Construction Manual
".4o`r Municipal Public Works Construction 1973
t
By -V Bate
New Side Sewers
To Be Laid In d
Common Trenches - _ � '
24" Separation Wherever .%`_~_ .it43 It s �0,
Possible (Typical) —4-
7 See Sheet /6 /
97 / + `' _ - ADDED V PVC SIDE SEWERS
""'""'""""""°"` Pt , Slat Leng'M1 (Lt. lRt.l
5 IS L' i
d $ e '3 +Y 35 Rt
93 ; / 2/ +/O 61 , _ 14 a1 25 u.
/ 5191 '9 Lt
/ \ ` r O s5 1 Et.
j \/7�\ 1 4 Lt.
4. \,. /• \ 99 - / '.p / MH 15 S\a .ZOf 90 63 / 1s•os 15 L'.
/J" K: / 15 Rt
�._. 5 \ 100 -46' 5./ PJ ` �2 *8s.. \ t�,3s 15 R'
/O- 60 64 11ss at
0- ` 19 -55 11
v 65 1915 Rt.
\ / /ry/ 3a Lt
t' �� 101 / 1<• f / „✓' / 19+55
L ✓' l�
I'll 30' Rt.
103 102 5 .? l \ 59 1 3z L1
\ / yt . 4✓ \ �9 \� ...
20:4U
1H Yk 15 12, Lt.
�L
17 DAV,
RVE
MN 14 55
Sta /7 +/5
� Cr O 38, /6" 2'.et ➢ ?�*� 2%i 2�r a �i :3.� � �.�e4 � glg... '._ ,„.,� -.- _,„„�
54
50 r 51 52 \ 53
Yv These Plans Were Revised By
Barghausen Consulting Engineers, Inc., o
Meters o D/v v--m/ YS //Y In August Of 1984 To Reflect The
DETE/2M //✓ED 8Y d U /GOE.E / i �� ` i
Addition r Side Sewers And Water O +•
_ eters For Servicing The proposed
N f R e r <« 1 s
--
i
ry r I Af A I A I I I I I
� �
__ __ .� — .. ® �.t�r�r,�® . 'm ® r- 17, 0 n 1n 11 10 11) 1 /. 1 r 1r- 17 10