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i CONTRACTOR TO FIELD VEPOF'Y LS.uATION OF EXISTING UYILIT}E5.
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AS NEEDEDDTO MAINTAIN LIKEpAND FARES THE TMEN INVERT E
LINE MAY PARY
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CONCENTRICITY, AND UNif'IX2M COMPRESSION OF .XkNiiNG MATERIAL PROMDED SUCH VARIANCE GOES.
JI A\ AL t�,Vk \ '5,14 \ V { 171L I ./ /' NOT RESULT IIF A REVERSE SLOPING INVERT. THE LIMIT OF THE VARIANCE AT TPE INVERT SHAUI`
V V At, T„y, A A " NOT EXCEED PLUS OR MINUS 003 FEET
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UNIFORM SAINT HAMILL
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SEE PLAN AND
TY N I I NE U, N36 35a
SPACERS
PHA -
--
i!
FOR MONUMFNC N CASE, SEE KING
COt1NTY A9 JJ
LF 24 CARRIER PIPE
CA
RESTRAINER.
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OEPS_ fk TSAN5"MAY EASTC%V -
y°�+`
O O SSX
R
PHASE
OR WtA tlV. -
t.v:INq SI'F.
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CAiiNCx SEA
240 SEWER.
E
VOW I, SHIFT
MOt UtaT i, Jir Li 21 .
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r
SEALS ON
'
14W
2+60
PROFILE _
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CASINO SEASONS STALL BE LOCATED SYMMETRICALLY ABOUT TMk:
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SCALE. I "-2O" He 1 °-20' V
pleln of Record
Date ,' ,,_" leaf _ I
PIPE
7"ITZZf /� / %rGa EST LE -RDIC G ANP
"ET
O SCALE � T -' - "' SEA O -RING
EDRESIL AMP '
t, RADAR SEALS SMALL ED SYNTHETIC INSIDER NOR STAINLESS STEEL
CLARRIS, PULL-ON OR ARAP- AROUND STYLE, AS MANUFACTURED
BY ImPEUNE SEAT. AND INSULATES, INC., CA TACO, INC., OR EDUAL.
2V PAC ESP 40 oNPE
—
UNIFORM SAINT HAMILL
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SEE PLAN AND
—_._ _.
PROFILE ,
SPACERS
F.
%.E ,!CANTS OF CARRIES PIPE kbiRiW CASING SHALL BE 'AA6t}EIt OR
i!
ES POLL REGAN MIN
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RESTRAINER.
3RifR�
L T
6, YNIS DWl4
T
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SEALS ON
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CASINO SEASONS STALL BE LOCATED SYMMETRICALLY ABOUT TMk:
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TIUU IC BATED VALVE {ROX
2" PVC SON 40 CAP
N_ ITUL
t. AFTER COMPLEFICH HE MICRnsUNNE.,
MCNITORING STATION St IAtL BE
COMPLETELY REMOVED EXCAVATION
SMALL BE DACRATLLEO MIN LEAN
CONCRETE MUC AND PAVEMENT REPAIRED
PER THE REQUILA MENIS OF THE ACXNCY
HAVING XINSNCSON.
2, PROMPT POSITIVE RESTRAINT AT SURFACE
TO PREVENT WEAN FROM FAILING INTO
BURNS MANHOLE,
.S�561.MRIACE SETTLf'MENi MCPi TOR4NG STATION_
NO SCALE
STEEL PIE CASING
(WHERE REQUIREO)
FOR CASING LENGTH
AND INVERT EL
N_wLEL
SEE PLAN AND
—_._ _.
PROFILE ,
F.
%.E ,!CANTS OF CARRIES PIPE kbiRiW CASING SHALL BE 'AA6t}EIt OR
r L "Iran
RESTRAINER.
3RifR�
- DE
6, YNIS DWl4
L.
AIDS
CARRIER STALL BE TESTED BEFORE NSPAll.ATiON OF FIJD
SEALS ON
y
t}
3.
CASINO SEASONS STALL BE LOCATED SYMMETRICALLY ABOUT TMk:
r
_
�':
PIPE IN WONT EERO DRAWINGS. ADDITIONAL
ifl 9iOn W THE
IPEAI POSITIONS
T
AROUNMEAN
SLOOK0 ELL PROVIDED RECESSION TO PRE T FLOTATION
MIRING R- AGEMFIT Of GROUT.
4.
INNER DIAMETER OF E STEEL SMALL AT 4°
1
-- CkP!NC. PT
"ER
RI AT.
LARGER tNAPX rid+: f]VJiEFE OiAA1F.TF.R OF THE CARRIER PIPE.
N T F TER O
E) SPASMS SEE ROTE
H
;r,
CARRIER 4NwE SMALL HAVE JOINT TYPE AS SF'EOFIED. NO
STAY OR STRIP FOLIN .._. 6
MIN -R' MAX,
DEFLECONS PERMITTED MPRN THE CARRIER PIPE
_._... .�E
UASiNG
NOTE 7
5,
PROVIDE, TRADE CARRY PORTS AS SHOWN. SPACE AT 4' -W.
C'ARRIGR PIPE .. .._..—
-._..9U.
C.A.SNO, SHALL RF AS SPECIFIED IN SECTION 7.. .06,3(87.
"\
7,
REPRESS SMALL BE „"SPACED MAXIMUM QF DOE FOOT EACH SIRE OF
PER SPECTFICATIONS FILL
' SST.
NOTE B
&
AANT . .... I
ANNUL-AR SPACE WITH GROUP
\
FILL VCSPS CREATED BY BORING,
Y
.TACKING, OR TUNNELING By
�
PRESSURE GROUTING. _
`
/v f� TTYP OF 2
/
5ECTi{3N
,, KING COUNTY DEPARTMENT OF NATURAL RESOURCES
SEE mQYE a __-
-
STEEL PIPE CASING
WASTEWATER TREATMENT DIVISION
FAIRWOOD INTERCEPTOR PR CT
DETAIL
IN S
N rra
140TH AVE SE CONNECTION PLAN AND PROFILE
A.'
TAM 0 TO 1 +50
ANY N0. REASONS w
DATE
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