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ACCEP77A81- E TO THE
ENGINEER. SPACING
A T 4' 6 O/C
S8
59
60
SCALE= HORIZONTAL 111z50�, VERTICAL 1" =10'
JA CKED RC P
SEE SPEC 19
I
JACKED SECTION
NO SCALE
CARR IER
P /PE
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CREOSOTED
TUNNELED SECTION
NO SCALE
6/
CIRCULAR CUTTiA/G
AS REQUIRED /_ HEAD M /N. //2"
6 M IN.
REL O CA TE EL ECTR /CAL
CABLE AS' RE-00/RED
Ex /sr, EL EC. (b,
VA UL T
709.6-9
J
N 88' /4 = 59 W
_ XIS T 8 P /PE
,36� RCP
N 8 "O"PCP- CONNEC7- EX /S T• =��►
r — - M.H TO LOW HE P
14E-A-0 Ny /09
517-RA A/DE R INERT. TRENCH
BLVD. SEE NOTE 1 'co
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-
- EX /ST Af H. �iPL UG
/2 SD ___ IAIV /09.8
E`X /S� S.
EXI571AI6 MAA 909 iff A1- 2 D , —4 G
/vNTH !wE /R TO ADEPT
OVERFLOW - S,dE DWG. SUP S _q XI
"It
GENERAL NOTES:
I
1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY
i THE LOCATION AND ELEVAf ION OF ALL EXISTING UTIL-
ITIES TO BE MODIFIED, RELOCATED AND /OR INTERCEPTED.
i
t 2. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY
AGENCY 10 DAYS PRIOR TO RELOCATION OF UTILITIES
THAT MAY BE IN CONFLICT WITH THE WORK.
r
3. SEWAGE FROM THE EXISTING P.S. AND FROM INTER-
CEP TED SEWERS SHALL NOT BE DIVERTED INTO THE
INTERCEPTOR UNTIL DIRECTED BY THE ENGINEER.
4. SEE -THE SPECS. SECTION C1.13 FOR WORK SCHEDULE
ON STRANDER BLVD.
GROUT OUTSIDE
CAS /A/6 PIPE
pf
CAS /LAG P IPE 3116
L /NER PL A TE
L INNER PL A TE /. D.
RCP 0. D. ♦ /4" M /N.
A—/LL WITH GROUT AFTER
P /PE HAS BEEN PLACED
3/8 ASBESTOS M11-1-804R,0
„ 4 FOR c./A C/lE0 SEC 770/V
�2 S'T/FFEIVER z ONL Y
PL A TE tz /8" D. C.
31¢ O A. SOL TS 40 AS
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e ° • n .
Y2 COAIT. BEAR /LAG 6 ... 314r '0 CSK MACHINE
PL A TE BOL 7-
�— %Z" 0 P /PE r@ /8 „ O • C. W/Tiq
NIPPLE FD R L U,SR /CA T/A/G
0. 9, OF P/PE, LUSR /CATS
WNTH $EA/TO/V/TE SL ZIRR Y
SUGGESTED CUTTING HEAD TYPICAL JOINT
FOR JACKED SECTION FOR JACKED SECTION
NO SCALE NO SCALE
DESIGNED M' METROPOLITAN ENGINEERS MUNICIPALITY Oa
DRAWN D• L•D BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED RECOMMENDED APPROVE
m
CHECKED /-. Al. Design Engineer - Merropoliron Engineers Project Engineer - Melropolilan Engineers Chief
LOW HEAD CROSSIIVG NOTE ,,
SEE 0WG. 6 L E,F'/SI -IAIG (5 "5FWFR AT EL, //0
STA. 6 0 * 70.30 MA y 35 REMOVED AMO PZ L16 6,&7
N16 90 5`_6 _7 33 A S S1-IOWAI
E /6 48, 7 63.23
DROP M H. R/8 -28 SEE DWG. 6
STA. 60 +86..30 f- AS SU /LT
N/69, 567 82 S74.60,A -83,95'
E
1648, 747. 24 2. 3' RT.
24 CLASS 17 RCP PERT.
TRENCH W/ PL GIGGED END
W --- 28'
r^= =
N2S'2841 _W I --
26 .92 I
M.H. R/8 -29 SEE DLVG• 6) do SUP, VAL -1 /UE
STA. 6I +13.23 1 0UTFALL (N• /.C.)
N169,S92. f2 - -
£16 46,735-66 I
- --_-
I L /M /T OF SURFA CE
27 "rCL A SS RCP STL/� OVERL A >' �'AVEA4EN T
CONNECT TO EX /STING
07 ,41=1/PE V
B���A.C.
INTERCEPTED AT
A H, R/ 8- 2 9
I SEE O W G. 6, ef SLIP 2
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EX /S T. PUMP
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Io
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111=,20. I
/P"
/000 PS/ PLAIN
COn/CRETE
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NO SCALE
ROAD �PESTO,PAT /OIV !NE/E2E R/!/[/ OR CONSTRUCTION
� E- QL/ /2F0 TO �PEOZACE EA SE/17ENT L //V E
EX /ST/ NG PAVING
I ! , POAD P &S770 eA710M WHERE
' �PEQU /,PED TO REl°LACE
I I E,t' /ST/A16 PAVIA16
/\\ \ \
SIDE SL10PE TO BE
DETER M /A/ED 5 Y
/ C0NTRACTOR SUBSEQUENT BACAF /LL SHALL
SHEETING WA/ERE SUBS EO UE"7' SA CKF /L L B E CL A S S II UA/DE,P PAl/,ED
/VECES'SA R y SHALL BE CLASS 17 ZIAIDeQ A2EAS AND CLASS 27 41A10eR
PAVED AReA5 AND CLASS Z7 VA/PAXEE0 A PEA6 UNLESS
UNOArne 1AIPAVC -D 4,eeAS OTiNERN/ /SE NOTED
UNLESS OT,�/E�f'!N /SE NOTED
N
INITIAL BA CKF /L L SHALL /N/ T/A L 5A CKF /L L eH°4 L L
BE CLASS = UNLESS ,BE CLASS YI UNLESS
OTHERWISE NOTED OTHERWISE MOTE-0
— - — +— ♦ – ;
1000 PS/ �° /C /2D ° - /000 PS/ P/C
BO/V,O B�PFAKE�P : ' BED O /LAG
°.a .r 6.- G,' °-Q, a BEoo/NG IiNLE.SS'
/ o. .•: -. ♦:o: 14 - OTr /G /C %Y �JG �O /LSD �00 4. 40Dq -
C4,45*5 = 8,4CK91L L H = AEpTf;! =0F E.YL,41i�4 7 /O�
EXCEPT TYPE K O D. s 2 =oM /N. gEL Ow BE/»LNG AI S SfIOW� O. D, 2 � 0 M /N. N - OEPTf� OF E)(c.4 v4'T /O.C/
-- --- sFt ow SE/�/�ING � s sNaWw
MATER /A L 5y4G L Dt/ 7/-/16 �°POF /L E
ae L1SE� /fie /,D.r2=0MAX. TOE PeME7"RAT /OA/,•4S CLASS Y17R4C�F /tL O�c/ THE R/ZOP /GE
ExCEPT P
NECE SS.4? Y TD 54117
GROUND CON/>I T /DAIS I�1 TE2 /�4L 5NALL 0� , °F Wasy,2c CO .
ac u55D TYPICAL VERTICAL TRENCH SECTION UNRESTRICTED TRENCH SECTION 11 _ z cl
-v �
NO SCALE��drr NO SCALE
AS CONSTRUCTED <(, /S T OL
DATE JAW. 1969 ANAL �-
M E T R O P 0_L 1 T A N S E T L DRAWitVC, NUMBER
TUKWILA INTERCEPTOR
-, F,LE R2�8B RENTON 9 CI
STA. 57 + 00 TO STA. 60 + 83.25
SHFFT NUMBER
Zef i APPROVED, APPROVED SCALE .I S Y S T E M
r - M rropoliton Engi ers FC1r Merropoliron En �s Far Municipality of Merropalran Searrle AS NOTED DATE�UNE 1967 TYPICAL TRENCH SECTIONS 8� DETAILS 9 OF
i
��.w_=�
11
a
- s
s�
i
57
GROUT HOLES TD SE
PROVIDED AT LOCAT /ONS
ACCEP77A81- E TO THE
ENGINEER. SPACING
A T 4' 6 O/C
S8
59
60
SCALE= HORIZONTAL 111z50�, VERTICAL 1" =10'
JA CKED RC P
SEE SPEC 19
I
JACKED SECTION
NO SCALE
CARR IER
P /PE
CONTIAI L
G R E,4 .SE
CREOSOTED
TUNNELED SECTION
NO SCALE
6/
CIRCULAR CUTTiA/G
AS REQUIRED /_ HEAD M /N. //2"
6 M IN.
REL O CA TE EL ECTR /CAL
CABLE AS' RE-00/RED
Ex /sr, EL EC. (b,
VA UL T
709.6-9
J
N 88' /4 = 59 W
_ XIS T 8 P /PE
,36� RCP
N 8 "O"PCP- CONNEC7- EX /S T• =��►
r — - M.H TO LOW HE P
14E-A-0 Ny /09
517-RA A/DE R INERT. TRENCH
BLVD. SEE NOTE 1 'co
A r
-
- EX /ST Af H. �iPL UG
/2 SD ___ IAIV /09.8
E`X /S� S.
EXI571AI6 MAA 909 iff A1- 2 D , —4 G
/vNTH !wE /R TO ADEPT
OVERFLOW - S,dE DWG. SUP S _q XI
"It
GENERAL NOTES:
I
1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY
i THE LOCATION AND ELEVAf ION OF ALL EXISTING UTIL-
ITIES TO BE MODIFIED, RELOCATED AND /OR INTERCEPTED.
i
t 2. THE CONTRACTOR SHALL CONTACT THE PROPER UTILITY
AGENCY 10 DAYS PRIOR TO RELOCATION OF UTILITIES
THAT MAY BE IN CONFLICT WITH THE WORK.
r
3. SEWAGE FROM THE EXISTING P.S. AND FROM INTER-
CEP TED SEWERS SHALL NOT BE DIVERTED INTO THE
INTERCEPTOR UNTIL DIRECTED BY THE ENGINEER.
4. SEE -THE SPECS. SECTION C1.13 FOR WORK SCHEDULE
ON STRANDER BLVD.
GROUT OUTSIDE
CAS /A/6 PIPE
pf
CAS /LAG P IPE 3116
L /NER PL A TE
L INNER PL A TE /. D.
RCP 0. D. ♦ /4" M /N.
A—/LL WITH GROUT AFTER
P /PE HAS BEEN PLACED
3/8 ASBESTOS M11-1-804R,0
„ 4 FOR c./A C/lE0 SEC 770/V
�2 S'T/FFEIVER z ONL Y
PL A TE tz /8" D. C.
31¢ O A. SOL TS 40 AS
a
e ° • n .
Y2 COAIT. BEAR /LAG 6 ... 314r '0 CSK MACHINE
PL A TE BOL 7-
�— %Z" 0 P /PE r@ /8 „ O • C. W/Tiq
NIPPLE FD R L U,SR /CA T/A/G
0. 9, OF P/PE, LUSR /CATS
WNTH $EA/TO/V/TE SL ZIRR Y
SUGGESTED CUTTING HEAD TYPICAL JOINT
FOR JACKED SECTION FOR JACKED SECTION
NO SCALE NO SCALE
DESIGNED M' METROPOLITAN ENGINEERS MUNICIPALITY Oa
DRAWN D• L•D BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED RECOMMENDED APPROVE
m
CHECKED /-. Al. Design Engineer - Merropoliron Engineers Project Engineer - Melropolilan Engineers Chief
LOW HEAD CROSSIIVG NOTE ,,
SEE 0WG. 6 L E,F'/SI -IAIG (5 "5FWFR AT EL, //0
STA. 6 0 * 70.30 MA y 35 REMOVED AMO PZ L16 6,&7
N16 90 5`_6 _7 33 A S S1-IOWAI
E /6 48, 7 63.23
DROP M H. R/8 -28 SEE DWG. 6
STA. 60 +86..30 f- AS SU /LT
N/69, 567 82 S74.60,A -83,95'
E
1648, 747. 24 2. 3' RT.
24 CLASS 17 RCP PERT.
TRENCH W/ PL GIGGED END
W --- 28'
r^= =
N2S'2841 _W I --
26 .92 I
M.H. R/8 -29 SEE DLVG• 6) do SUP, VAL -1 /UE
STA. 6I +13.23 1 0UTFALL (N• /.C.)
N169,S92. f2 - -
£16 46,735-66 I
- --_-
I L /M /T OF SURFA CE
27 "rCL A SS RCP STL/� OVERL A >' �'AVEA4EN T
CONNECT TO EX /STING
07 ,41=1/PE V
B���A.C.
INTERCEPTED AT
A H, R/ 8- 2 9
I SEE O W G. 6, ef SLIP 2
I
r ,
EX /S T. PUMP
�c iiu, I I S TA 7/OR
Io
Oc O I I
to b - — At
, , I VAULT
o'
Q
C
L /M/7- O F SURFACE
0VE-RL A Y PAVEMENT x x
PLAN
111=,20. I
/P"
/000 PS/ PLAIN
COn/CRETE
1200 BEDDING
NO SCALE
ROAD �PESTO,PAT /OIV !NE/E2E R/!/[/ OR CONSTRUCTION
� E- QL/ /2F0 TO �PEOZACE EA SE/17ENT L //V E
EX /ST/ NG PAVING
I ! , POAD P &S770 eA710M WHERE
' �PEQU /,PED TO REl°LACE
I I E,t' /ST/A16 PAVIA16
/\\ \ \
SIDE SL10PE TO BE
DETER M /A/ED 5 Y
/ C0NTRACTOR SUBSEQUENT BACAF /LL SHALL
SHEETING WA/ERE SUBS EO UE"7' SA CKF /L L B E CL A S S II UA/DE,P PAl/,ED
/VECES'SA R y SHALL BE CLASS 17 ZIAIDeQ A2EAS AND CLASS 27 41A10eR
PAVED AReA5 AND CLASS Z7 VA/PAXEE0 A PEA6 UNLESS
UNOArne 1AIPAVC -D 4,eeAS OTiNERN/ /SE NOTED
UNLESS OT,�/E�f'!N /SE NOTED
N
INITIAL BA CKF /L L SHALL /N/ T/A L 5A CKF /L L eH°4 L L
BE CLASS = UNLESS ,BE CLASS YI UNLESS
OTHERWISE NOTED OTHERWISE MOTE-0
— - — +— ♦ – ;
1000 PS/ �° /C /2D ° - /000 PS/ P/C
BO/V,O B�PFAKE�P : ' BED O /LAG
°.a .r 6.- G,' °-Q, a BEoo/NG IiNLE.SS'
/ o. .•: -. ♦:o: 14 - OTr /G /C %Y �JG �O /LSD �00 4. 40Dq -
C4,45*5 = 8,4CK91L L H = AEpTf;! =0F E.YL,41i�4 7 /O�
EXCEPT TYPE K O D. s 2 =oM /N. gEL Ow BE/»LNG AI S SfIOW� O. D, 2 � 0 M /N. N - OEPTf� OF E)(c.4 v4'T /O.C/
-- --- sFt ow SE/�/�ING � s sNaWw
MATER /A L 5y4G L Dt/ 7/-/16 �°POF /L E
ae L1SE� /fie /,D.r2=0MAX. TOE PeME7"RAT /OA/,•4S CLASS Y17R4C�F /tL O�c/ THE R/ZOP /GE
ExCEPT P
NECE SS.4? Y TD 54117
GROUND CON/>I T /DAIS I�1 TE2 /�4L 5NALL 0� , °F Wasy,2c CO .
ac u55D TYPICAL VERTICAL TRENCH SECTION UNRESTRICTED TRENCH SECTION 11 _ z cl
-v �
NO SCALE��drr NO SCALE
AS CONSTRUCTED <(, /S T OL
DATE JAW. 1969 ANAL �-
M E T R O P 0_L 1 T A N S E T L DRAWitVC, NUMBER
TUKWILA INTERCEPTOR
-, F,LE R2�8B RENTON 9 CI
STA. 57 + 00 TO STA. 60 + 83.25
SHFFT NUMBER
Zef i APPROVED, APPROVED SCALE .I S Y S T E M
r - M rropoliton Engi ers FC1r Merropoliron En �s Far Municipality of Merropalran Searrle AS NOTED DATE�UNE 1967 TYPICAL TRENCH SECTIONS 8� DETAILS 9 OF
i