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3.85 EI - Float Control — - -
48 "Manhole 3.35 El - Float Control - _ Metal Pipe Arch (2)
3 6" 3 0" 36
�
14' I`x 8' 9` 3Q#4
2`Splice�� c'j
-- I—���I I����I���� _ 7 3 #418 �#4 18„
4' Suction - — 1.35.EI - Float Con trot c
8` - 6 - -0.15 E1 9@#4(@18 #4018 9 0 #4 @18 6"
below below pipe below pipe
Sa,1997'
SECTION B- B Ile 000
SANITARY SEWER B
LIFT STATION 4EMERy c3
LIND 11 +86 -80 R PIPE ARCH HEADWALL °,., y° CITY o F R E N N E N
=M DEPARTMENT OF ENGINEERING
N.TS. Scale 1/4D =11 -011 °f�SON E\��x STIORMAVNDLSANITARY
DETAILS
DESIGNED DAT, Y73a/78 FILE NO
DRAW %iiGC�
CHECKED
MHT sIA, c AS NOfiBd rin.o sool��wac—
NO. I REVISION I BY APPR. DATE APPROVED SHEET =�! OF �6
e..- MICROF!LP;L�
rr r r I I I° A i I I A I
HEAD WALL BAR
LIST
All dimensions are
out to out
K
LOCAT
0
SIZE
LENGTH
BENDING DIAGRAM.
I
Vertical
IS
4
Varies
St r.
4 ea @ I' -6; 1-8, 2' -0 and 2.' -2"
Z
Horizontal
5
4
37' -10"
Str.
3
Vertical - Ste tie
7
4
6' - O"
4
Vertical
25
fit-
Varies
Str.
tea. @ Z' -6" 4� -I" 5'-2, 7 (0; and
ea. @
S
Horizontal
30
It
Varies
Str.
I ea. e 3' -2 ", 3'-G ", 4- -8,
All reinforcing bars shall
conform to ASTM - A 15
and shall have a minimum
cover of I %2"
5 =2', 6' -10" 8 -0
and 9-8 Z ea @ 34,, I 2 y
4-' -Q", V -8" 5' -2" 5' -!0" Z
(0' -8" 3ea.P 2'-8" 0
8 ea �°' 3' 2"
25
207
15:
10.
5.
0�
20
.15
10•
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or Conc.Adjusting
Prone
SCHEDULE A TYPE I MANHOLE
Equal Alternates Are Standard
Manholeg Types: I- 48, II-72,
III -48, III -54
8`Min B 24M ax. of 56"
Adjusting Brick. or Conc. 6„
Adjusting Rings.
NOTES
I. Corrugated Steel Pipe To Be
12 °Approx.
Of Gage And Coating Specified
12 "Typical
In The Special Provisions
C
6
48"
Q
2.Galy. Ladder Assembly After
Fabrication Shop Attach To o
J
Corr. M H After MH Is Asphalt �
`
Coated. 10
3.Bottom Rung On Ladder To Be
f 3 �
2' Min.Above Inv.Of Main.
_
4.Concrete For Base And Top
14 0 Rungs
To- Be Class 5 (3/4).
5. Base Detail Applies
1C.M.P Any
Diameter 48
To Metal And Fiberglass
& Over
Manholes.
6.Top Slab Reinforcing Steel
.
Per Std Plan 41 A
SCHEDULE A TYPE
2 MANHOLE
Equal Alternate Is:
- Standard Manhole
Type II -96
Bars 6x6 Grid
„(Ty p:)
1811 1140m.
BASE FOR FIBERGLASS
AND METAL MANHOLES
13/8°
Joint 48"
Air Testable
Pipe
Connector
STD. PLAN 42, RING 81 COVER
8-24 Inch Adjusting
Brick Or Conc Ring
i 22
36
13/8„
---- - - - - -- - Top
Corner
i 4 8 " I
Stiffened, Fiberglass
Reinforced, Polyester
Manhole Shell.
SCHEDULE B MANHOLE (SANITARY)
Equal Alternates Are Std. Manhole Types:
1- 48 Or III - 48
�Of. gfC15RP��6 .
FSS-ONAIE�
Pn Mi 11 I
. .
1.5x ID- 18
rContractor y
Fi I I Gravel Borrow
611
Peat or Bedding,. a) c°' a
Organic Si l is
G) 07
611•. ..'p �.
a.... °'�: .� pa) m
Trench :.,Foundation'.,' W �a ;. o
a -- Material.-,''.': � C a
^- NOTE
Sand
TRENCH DETAI L (Sanitary)
NOTES
(D Excavate Trench To Level Of Stable Material
81 Compact Found Material To 90%
(ASTM D 1557 -70)
..- U ,
:o
11 -611 i„
.6 L
m
L 1.5x I D + 18" i Slope To BE
Fi I I r Not Less Than 36 "' � Determined By
Contractor
Gravel Borrow 3
'-
�-
o
=lu =nl =ilia m=_l. =IUJn =111- _
111_111 =111. III =u1E111�111cI11S111
dQ
Peat or
Organic Silt U 0 a
rQ .- a)07 C
� oN
I/2 I.D :::: o - � Nw
�
::.. �—
Trench �FouridatioriMatll: a yam
Note = I
Sand
S,4997
TRENCH DETAIL (Storm)
NOTED: Compact To 90 % (AST M D 1557 -70)
Excavate Trench To Level Of Stable Native. Materia I.
CITY OF RENTON
See Storm and Sanitary Note 3 DEPARTMENT OF ENGINEERING
on Sheet G -2 LIND AVE LI D #302
STORM AND SANITARY
DETAILS
DESIGNED Q DATE 6/ 30 /78 FILE NO
DRAWN C- J
CHECKED M HT SCALE' eoO /K /_P�cL-
REVISION I BY IAPPR. DATE APPROVE` SHEET_•G OF /�
elneere� ei er.o...eel.l.le
ww p• s �- IR��
S
I
TRENCH
C� ( I or More Pipes)
LIMIT OF PAYMENT FOR "DEWATER TRENCH"-
TRENCH DEWATER MEASUREMENT
Hinged Fiberglass Cover
2-3 HP Pumps ® -Wet Well Mounted
Lift Station
O Smith & Loveless
EI. 17.0
4' Discharge
3.85 El - Float Control
48 "Manhole 3.35 El - Float Control
4'Suction - ° 1.35EI - Float Control
6"
8•- -0.15 El
SANITARY SEWER
LIFT STATION
LIND 11 +86-80'R
N.T. S.
P -9 Channel
Elevation 13.0
VQ QAV P°p9 AA 4 °o pngo p y9ppf%QQL79�4� ➢aDOD G�
/ 04�An�p �ve�dv 4�d 4Tp7dDpA➢ �p ➢LlvoavYa�a�ogq �p 4�$Qa
4WfI4pa �pdq °v ➢aa�D4b�bpDDa��D�A° A nDd4��447Dd 4 9 %A'Qpp 8
4p44�dgp4ao0j14 ad �fl� p�4�o�s��d0 o°p��4
/ Apdo da °aaa°baddg.V 4a�oI Q�a "Vd' a
Qap�oo�ADdQp4aog
'if VA
/ Dad dd 4q dp '
I II II O D 4 q
aopDpPAeDaQ�o 14 I x 8'9
°$o�oa D Sd4 Pipe Arch °ap4a o�iQaL4
qq
pddd
I . 2.51 a
•v °• P� dA�Oga4q d�4�9dCgd �lP d
5, 3,
i 18'
g_a„oa��b T- .__..L C .._a_1. Material
Qn:Qd7A�» Q -1 �E'J 11 IL. I oundahon
oana�a Compact To 85% In 10'I Layers,
See Technical Provisions
Trench_' Foundation Material
° I Compact' To 95% In 6" Layers,
See Technical Provisions
WIPE ARCH FOUNDATION DETAIL
B
38' 2'
25 n# 4 0 18"
Section on Slope
901 #4018 9 01
below pipe belc
413
PIPE ARCH HEADWALL
Scale 1 /4"= 1' -0"
4
I 2
Metal Pipe Arch (2)
14' I 'x 8'9' 2 "Splice� N 35*4
A#4 (a 18"
,I
S"19976k-,
SECTION B -B ` -ZZ=F-
pP��MEw, y�f•Yp CITY OF R E N T O N
N DEPARTMENT OF ENGINEERING
LIND AVE LI D #302
A�E "� STORM AND SANITARY
- DETAILS
DESIGNED DATE Y/ _30/ 78 FILE NO -.
DRwwN %J9Gc/
OHECKED MHT SCALE As Noted
NO. REVISION I BY APPR. I DATE I APPROVED BNEET �O!' �6B
�R- [w` mnecr�° /ewv/fv wxmxevnxv
ROLL 157 � 4 6 24X
1
HEADWALL BAR
LIST
(All dimensions are
out to out
MAR
LOCATION
0
SIZE
LENGTH
BENDING G
I
Vertical
IS
4
Varies
Str.
4 ea e I' -077r- 8, Z'-0
and Z' -2"
eaC2- "
2
Horizontal
5
4
37" -10'
Str.
3
Vertical - Ste tie
7
4
G'- 0"
4
Vertical
25
4
Varies
5t.r.
4 ea. @ Z' -6" �t' -1" 5' -Z,'
7'-6 °, and
I . _ 0" 5____. @ 18, 4.,
5
Horizontal
30
4
Varies
Str.
I ea. @ 3'-2.', 3' -G ", 4--8;
All reinforcing bars shall
conform to ASTM -A 15
and shall have a minimum
cover of I %2"
5 =2', G1-10" 8 -0
and 9' -8 Zed @ 3' -C,'
4 -' -0 ", 4' -8" 5' -2" 5' -l0"
G - S" 3 ea. 2' 8"
8 ea 0 3'2"
I 2�
?_
O
901 #4018 9 01
below pipe belc
413
PIPE ARCH HEADWALL
Scale 1 /4"= 1' -0"
4
I 2
Metal Pipe Arch (2)
14' I 'x 8'9' 2 "Splice� N 35*4
A#4 (a 18"
,I
S"19976k-,
SECTION B -B ` -ZZ=F-
pP��MEw, y�f•Yp CITY OF R E N T O N
N DEPARTMENT OF ENGINEERING
LIND AVE LI D #302
A�E "� STORM AND SANITARY
- DETAILS
DESIGNED DATE Y/ _30/ 78 FILE NO -.
DRwwN %J9Gc/
OHECKED MHT SCALE As Noted
NO. REVISION I BY APPR. I DATE I APPROVED BNEET �O!' �6B
�R- [w` mnecr�° /ewv/fv wxmxevnxv
ROLL 157 � 4 6 24X
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r O W
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c\j r = } N = Q `n of
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m -
J� m J s �� WS - N Nm
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M o o _
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M M S 8" -270' n O `R/ W / 24" -155'
rz I
PLUG
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F - +S 88 °24'47 °E -ten - -- - _' N _ 6' % i�_
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TYPE A GUTTER & CURB N a N,N sS•
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ro
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W CONNECT TO
ka 6� oo EXIST. MH
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moo' - S.W.34th 9 +61.91 bk.
= S.W.34th O +CO ah.
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W I 200 TAPER 56 to 44 Curb to Curb _j
n
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35° �
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DETAIL
NO SCALE
36
'f.; 2 BELOW BOTTOM PIPE
z
8 STD
DETAIL
NO SCALE
- -- --
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DEPARTM.ENTOF PUBLIC ® ORKS
s w 34 th ST Ll D "302
_
STREET PLAN- PROFILE
0 4 O TO 11+50
I
/{_-- y'IV�u ?0.yh 7i� �tyJ 1� oeslcNEO dAHT 2/2/78
DATE ME NO
oRAtvN I c
—1 MHT _scw, F H I =40� r,c�n eon�_rwcs___
CHECKE o
1 -
REVISION I BY ': APPR. OAYE APPR04E �Jf SNEET —' ..0.—
e
I
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13460
f
w��
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END 2111 STORM
Kt:T
SEE SHEET C-6 FOR
>
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169 288.2 W
7
M
13460
- --'� CONNECT 8 ° SEWER
w
N
END 2111 STORM
O
_
SEE SHEET C-6 FOR
>
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_
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I
221
J
EXISTING 18° SS
Z
CE
22
AROUND EXIST LIFT
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- --'� CONNECT 8 ° SEWER
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\
EXIST. LIFT STATION
>- & WET WELL
REMOVE 5 cA
J
REPLACE CHAIN LINK �
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