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PIPE MAY BE LUBRICATED
W/,/ /L_L- BEING IACI<ED E1T9ER
BY DRILLING /VOLES FROM
SUPFACE OR BY DRILLING
THR U P /PE SNEL L .
IF B Y T",C L A T7-,E,P5 HOLES
SyA L L BE SEALED W/ TI-1
EMBECO (TROUT AFTER
CONIPL ET /ON OF JACkING,
OVER EXCAVATION 3YALL
BE BACK- PAC,(ED WIT1-1
SAND AND 6ROUTED.
131 /32 133
CARRIER PIPE
.. %M -238 R.C,P
ALTERNATIVE "A"
INSTALLATION BY JACKING OF CARRIER
STA. 56+64.36 TO STA. 57 + 74.36
VOIDS OUTSIDE OF L /HER CASING PIPE
/ TO BE BACK- PACKED - S GA. LINER /L.
WITH SAND AND GROUTED,
a
CARRIER PIPE
108 ° : M- 238 11. C. P
FILL VOIDS W /CLEAN
P/T RUN SAND
CONTINUOUS CREOSOTED q. !o
TIMBER SKID FOR PIPE
M /N. 6 "X 6"
` - FILL L 0WER
' 1200 W /GROUT
A FTER PIPE
PAS BEEN PLACED.
ALTERNATIVE B
INSTALLATION BY JACKING OR
TUNNELING WITH LINER PLATES
STA. 56 +64.36 TO STA. 57 +74.36
134- 135 130 / _:�f 7 13d
PLAN AND PROFILE
SCALE: HORIZONTAL 1 " =50', VERTICAL 1 " =10'
PIPE MAYBE L UBRI CA TED = CA BRIER PIPE
W14/LE BEING JACKED E /T/'/ER SEE l35LOW
BY DRILL ING WOL ES FROM
SURFACE OR BY DRILLING
TiyRU PIPE SAIEL L .
IF BY L ATER, HOLES SHALL
BE SEALED W/Tg EMBECO ;
GROUT AFTER COMPLETION
q �
OF JACKING
,y
.P
OVER EXCA VA T /ON Sh/A L L -
0
BE BACK-PACKED WITH
SAND AND GROUTED. � ��
ALTERNATIVE A
INSTALLATION BY JACKING OF CARRIER
M- LOAD
STA. 89 +75 TO STA. 91+ 50 M- 289
STA. 96 + 03.27 TO STA. 96 + 91.87 M- 324
STA. 101+27.18 TO STA. 102 + 43.99 M- 324
VOIDS OUTSIDE' OF LINER
At. TO BE BAC`(- PLCkED CAS /NCB PIPE
WITH SAND AND GROOFEp •. •d a..0 � = 5 GA. LINER ! .
V. ..
FILL VOIDS W /CLEAN c�`s�y oaM ° a. - CA,4'RIER PIPE
PIT RUN SAND G � _ 5EE BEL.OWY
CONTINUOUS CREOSOTED _ o
TIMBER SKID FOR PIPE FILL LOWER /20°
MIN 6 "x 6" ;:: WIG ROUT AFTER
PIPE HAS BEEN
PL A CED,
ALTERNATIVE "B"
INSTALLATION BY JACKING OR
TUNNELING WITH LINER PLATES
M- LOAD
STA. 89 t 75 TO STA. 91+ 50 M- 289
STA. 96+03.27 TO STA. 96+91.87 M- 324
STA. 101+2718 TO STA. 102+43.99 Em-3,04
r�
PA /NT EZ)GES OF L.4,WI I.4r /OHS
wlThH ASP/1ALr W/wx//V
SETTING IN POSITION -
12 x /Z /> 3 x /2
% BL OCK
/BLOCKAGA /HST +"
ENO OFTRENCf1 8 Oo
ONT,P,4C70R'S
oPr�ow -
ax8 8x8
POST- -�
'SECTION o8
I
P20
3 x /2 - SPE,
2 L,4M /NAT IONS - USE
20 d G4LV. N,9 /L S FOR
`- L A/f� /NATIONS
BLOCKING
6x6
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130
PIPE MAY BE LUBRICATED
W/,/ /L_L- BEING IACI<ED E1T9ER
BY DRILLING /VOLES FROM
SUPFACE OR BY DRILLING
THR U P /PE SNEL L .
IF B Y T",C L A T7-,E,P5 HOLES
SyA L L BE SEALED W/ TI-1
EMBECO (TROUT AFTER
CONIPL ET /ON OF JACkING,
OVER EXCAVATION 3YALL
BE BACK- PAC,(ED WIT1-1
SAND AND 6ROUTED.
131 /32 133
CARRIER PIPE
.. %M -238 R.C,P
ALTERNATIVE "A"
INSTALLATION BY JACKING OF CARRIER
STA. 56+64.36 TO STA. 57 + 74.36
VOIDS OUTSIDE OF L /HER CASING PIPE
/ TO BE BACK- PACKED - S GA. LINER /L.
WITH SAND AND GROUTED,
a
CARRIER PIPE
108 ° : M- 238 11. C. P
FILL VOIDS W /CLEAN
P/T RUN SAND
CONTINUOUS CREOSOTED q. !o
TIMBER SKID FOR PIPE
M /N. 6 "X 6"
` - FILL L 0WER
' 1200 W /GROUT
A FTER PIPE
PAS BEEN PLACED.
ALTERNATIVE B
INSTALLATION BY JACKING OR
TUNNELING WITH LINER PLATES
STA. 56 +64.36 TO STA. 57 +74.36
134- 135 130 / _:�f 7 13d
PLAN AND PROFILE
SCALE: HORIZONTAL 1 " =50', VERTICAL 1 " =10'
PIPE MAYBE L UBRI CA TED = CA BRIER PIPE
W14/LE BEING JACKED E /T/'/ER SEE l35LOW
BY DRILL ING WOL ES FROM
SURFACE OR BY DRILLING
TiyRU PIPE SAIEL L .
IF BY L ATER, HOLES SHALL
BE SEALED W/Tg EMBECO ;
GROUT AFTER COMPLETION
q �
OF JACKING
,y
.P
OVER EXCA VA T /ON Sh/A L L -
0
BE BACK-PACKED WITH
SAND AND GROUTED. � ��
ALTERNATIVE A
INSTALLATION BY JACKING OF CARRIER
M- LOAD
STA. 89 +75 TO STA. 91+ 50 M- 289
STA. 96 + 03.27 TO STA. 96 + 91.87 M- 324
STA. 101+27.18 TO STA. 102 + 43.99 M- 324
VOIDS OUTSIDE' OF LINER
At. TO BE BAC`(- PLCkED CAS /NCB PIPE
WITH SAND AND GROOFEp •. •d a..0 � = 5 GA. LINER ! .
V. ..
FILL VOIDS W /CLEAN c�`s�y oaM ° a. - CA,4'RIER PIPE
PIT RUN SAND G � _ 5EE BEL.OWY
CONTINUOUS CREOSOTED _ o
TIMBER SKID FOR PIPE FILL LOWER /20°
MIN 6 "x 6" ;:: WIG ROUT AFTER
PIPE HAS BEEN
PL A CED,
ALTERNATIVE "B"
INSTALLATION BY JACKING OR
TUNNELING WITH LINER PLATES
M- LOAD
STA. 89 t 75 TO STA. 91+ 50 M- 289
STA. 96+03.27 TO STA. 96+91.87 M- 324
STA. 101+2718 TO STA. 102+43.99 Em-3,04
r�
PA /NT EZ)GES OF L.4,WI I.4r /OHS
wlThH ASP/1ALr W/wx//V
SETTING IN POSITION -
12 x /Z /> 3 x /2
% BL OCK
/BLOCKAGA /HST +"
ENO OFTRENCf1 8 Oo
ONT,P,4C70R'S
oPr�ow -
ax8 8x8
POST- -�
'SECTION o8
I
P20
3 x /2 - SPE,
2 L,4M /NAT IONS - USE
20 d G4LV. N,9 /L S FOR
`- L A/f� /NATIONS
BLOCKING
6x6
e D
- 3/8x 6 ASPf/AL T-
/MPREGNATEO GAS%('fT
ALL A,PUUiVO
ELEVATION
BULKHEAD DETAILS
NO SCALE
130
/20
//o
/00
.V74- /29 184.97 TD ,57,q /42194 33 - VE,P 441-
Z. .SUBSEQUE�t/T 8.1�.E'F /LL :
XW 129 ," 84.97 TO •S7,4, 14Z O" 94.33 — CL,4_v_r Q
3 SU,QFACE ,PESTO,PAT /DEC/:
CITY Or RElY 710N 5PECIF1CA 770tYS' _
PIPE oES�G,y:
5 %4. /29 t 84. 97 TO 5TA. 142194.33 M- 236
&WO RECT /ON
T AS ICON STRUC'TED
DATE DEC. 24,1963
104! 5 SCHEDULE 2
MUNICIPALITY OF METROPOLITAN SEATTLE
SEWAGE DISPOSAL PROJECT
,� C
CAL 01f,' RENTON SYSTEM
P� of wa sy,'S"i J� of wa sh�ti F�
APE 2�� 2 O� ti� Cl
z y EASTSIDE INTERCEPTOR —SECTION I
cr
O 9 O
�s+FGISTE�kF,�4, °F G ST'p_" STA. 129+84.97 TO STA. 142 +94.33
AL EN ss /ANAL F'�
METROPOLITAN ENGINEERS
BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R.W BECK AND ASSOCIATES
APPROVED DESIGNED <�6` U7 RECOMYE j
DRAWN TJ�'�„ — ___ —_ Prefect Engineer - Metropollton Engineers
/�y� APPROVED
CNECsED���� -- -�
For Metropolitan Eopin.era / `���.1
suBMITTED _ Chse n m or -Metropolitan Engineers
- DATE FILE NUMBER SHEET NUMBE 48 DRAWING HUMBER
For Mumtlpol�ty of Metropolitan S.Dttl. MAY 19__61__ R 201 B __ _38 DF -_ P 2 0 8
I
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'
I
.01
I
I
- -1 - - - - -� --
'
v v I
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I
ELEVATION
BULKHEAD DETAILS
NO SCALE
130
/20
//o
/00
.V74- /29 184.97 TD ,57,q /42194 33 - VE,P 441-
Z. .SUBSEQUE�t/T 8.1�.E'F /LL :
XW 129 ," 84.97 TO •S7,4, 14Z O" 94.33 — CL,4_v_r Q
3 SU,QFACE ,PESTO,PAT /DEC/:
CITY Or RElY 710N 5PECIF1CA 770tYS' _
PIPE oES�G,y:
5 %4. /29 t 84. 97 TO 5TA. 142194.33 M- 236
&WO RECT /ON
T AS ICON STRUC'TED
DATE DEC. 24,1963
104! 5 SCHEDULE 2
MUNICIPALITY OF METROPOLITAN SEATTLE
SEWAGE DISPOSAL PROJECT
,� C
CAL 01f,' RENTON SYSTEM
P� of wa sy,'S"i J� of wa sh�ti F�
APE 2�� 2 O� ti� Cl
z y EASTSIDE INTERCEPTOR —SECTION I
cr
O 9 O
�s+FGISTE�kF,�4, °F G ST'p_" STA. 129+84.97 TO STA. 142 +94.33
AL EN ss /ANAL F'�
METROPOLITAN ENGINEERS
BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R.W BECK AND ASSOCIATES
APPROVED DESIGNED <�6` U7 RECOMYE j
DRAWN TJ�'�„ — ___ —_ Prefect Engineer - Metropollton Engineers
/�y� APPROVED
CNECsED���� -- -�
For Metropolitan Eopin.era / `���.1
suBMITTED _ Chse n m or -Metropolitan Engineers
- DATE FILE NUMBER SHEET NUMBE 48 DRAWING HUMBER
For Mumtlpol�ty of Metropolitan S.Dttl. MAY 19__61__ R 201 B __ _38 DF -_ P 2 0 8