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METRO TRUNK SEWER i
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METRO MH R+L-il —� J
5, A NO 1 TA R Y SEWER L. L a 2r. 9 8
ENGINEERING DEPARTMENT
WARREN C. GONNASON, PUBLIC 'WORKS DIRECTOR
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MH 2 '� MH 3 _ MH4 MH 5° MH 6 MHO i0° RV6 MH O9
.f MH$ :WETI ELL EA`g7T VALLE ROAD
VI KERS MINI- WAREHOUSE RED I SOUTH END KOHL ! CRAIGE i MERLINO
M' TORS - 8.... AUTO WRECKING EXCAVATING TAYLOR
WHITEI
27° ICONST i
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GLACIER
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NO SCALE �
GENERAL NOTES
I. ALL WORK SHALL BE DONE IN ACCO °DANCE Y!!T!' W.A. PLANS AND SPECIFICATIONS.
2. TEE AND SIDE SEWER LOCATIONS AS SHOWN ON THE CONTRACT DRAb"-'!r GS ARE SCHEMATIC ONLY.
IT SHALL BE THE CCNITRACTORS RESPONSi BILITY TO CONTACT THE PROPERT -- OWNERS TO DETERMINE
THE PROPER LOCATIONS TO INSTALL TEE AND SIDE SEWER TO SERVE THE PROPERTY
3. ALL TEES AND SIDE SEWERS SHALL BE fi r`JC PIP"
4 ALL SIDE SEWERS SHALL BE INSTALLEO TO THE PROPERTY LINE ":T 2.0% ?AINIMUM SLOPE.
I EGENG
PROPOSED I
I
SANITARY MANHOLE !!
I
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SANITARY SEWER 1
TEE LOCATION
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�- - - -' STUB LOCATION I
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INDICATES SHEET. 2OF7
II CATCH BASIN
W. M.
n WATER METER I
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o A4Af � BOX '
T8 1
TELEPHONE BOX -
PAVING I CITY OF RENT0N -�
DEPARTMENT Or* ENGINEERING
/0- .AV-ice I� _ --
I mss. 9aB LID. ?98
m I I m
w p N 20% 0 _ —_
DESIGNED-d- 4TE_ APF`?�L -5 FILE NO
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LA ---j-- SCALE �J ✓pry F6k1D e9'JK- •A&
CHECKED
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-� NO. REVISION BY APPR. �I OATF APPROVED
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EXISTING
ING
SANITARY MANHOLE
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SANITARY SEWER
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WATER LINE
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WATER r+'-`al_E A °lANHOLE
FIRE HYDRANT
UNDERGROUND TELEPHONE
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GAS LINE
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II
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PP TP
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POWER POLE; TELEPHONE POLE
PROPOSED I
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SANITARY MANHOLE !!
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SANITARY SEWER 1
TEE LOCATION
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�- - - -' STUB LOCATION I
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INDICATES SHEET. 2OF7
II CATCH BASIN
W. M.
n WATER METER I
0 j
o A4Af � BOX '
T8 1
TELEPHONE BOX -
PAVING I CITY OF RENT0N -�
DEPARTMENT Or* ENGINEERING
/0- .AV-ice I� _ --
I mss. 9aB LID. ?98
m I I m
w p N 20% 0 _ —_
DESIGNED-d- 4TE_ APF`?�L -5 FILE NO
—
LA ---j-- SCALE �J ✓pry F6k1D e9'JK- •A&
CHECKED
i _
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-� NO. REVISION BY APPR. �I OATF APPROVED
i e.a 4 ® r '
20
15
5
F— TRENCH EX AVAT /ON F.FrOM STA. J2t15
CONNECT TO METRO MH. R18 -11 TO STA. 14t/O SHALL RE TRENCH
/ J 168.50 I \ TYPE Z �
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�j I /216/.93 V 16130.// - 19 *62.
MH.3
15' EA — \� - 20' CONSTRUCT /ON W = / — 25' CONSTfUCTJJN
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EASEMENT I rr TOP OF FILL 8 / e� —\ TOP OF F /L. L
(E.YJ5T!!� ✓t 1 I e "srue / ! EASE/'.,�NT 8" STUB -_
1NV. 8.59 —� -- - — ��� - - -••• — - - /NV. 9.16
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/NV. 3.62 - � i�/ $i/` T - - - -
JN:! 75./7
CA �� PAVED PARKING AREA
[/TlC�N I/ CAUTION 11
I 4'f!,P GA L1N I IYOUNKERS MOTORS �!!! 4" I P GAS LINE
li
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MINI - WAREHOU, E
a
I� SCALE: HOR. _ / "= 40'
O A I VERT. = l "= 5'
/0-1-00 12 f 00 -F 14 t 00 t 16 too fv) O
N PROFILE-- TOP WEST SHOULDER
o PROFILE °WEST EDGE PAVEMEN/` t';\
zi
/ �30"C.P. _ —
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- °JNif 73J N /NV.® 9 6> ! N. INV. - R -OT ( _ W ,"NV 4 A? 97
METI70 MHR /t,Q °J/ - � i INV.�x3 �3�
CHANNEL INV. 6.88 41! I
18 "STU8 /NV 700
8 "STUB my 8.15 9726 L.F -/2" °VC _ 3t 8: /8 /.?" PVC PIPE (q. S - 'o7a o :
®9 °7r � 332 L.F - 12 PVC f "/PE S = -B-�r§ � "J. /0
PIPE_ C S= 0. 15 9.5
,'�tr a�
20
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LID. 298,
Q 7�
EAST VALLEY -?OAc
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aJ A APRIL 1975
,IA.
AS SHOWN 3111
= 384
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CONSTRUCT 3'Y,3' BRICK BOX
,OVER 30" CONC. PIPE Q EXTEND
TOP 12" PVC INDENTED 0.20' i_0 \ 12 "P. V. C. THROUGH CENTER OF
CLEAR WATER CROSSING (ASE) 30" CULVERT. (AS8)
CONST. MH. 3 CONST M. H. 4 CONS M 5 CONS MR 6 CONS M H. 7_
197162.11 - uvt 25' CONSTRUCTION —� 271251/ � 29743,11 3 /t62.//
/� j 23 f 62.1 / —
/ EASEMENT
B "STUB — -- — -- - s �. -..- . - - -- V — - — - SEE SHT.
INV 9.16 - 4 OF 7
— -7 I I B S / UB — • 8" STUB 6 "STUB
-� I ? i NV. /O /!N6' 0.35 " �� N _ /NV 1/65. /NV. #B 1NV !0_9/ _ IA'
TP ® /�
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/NV 11.34 N / 50 �2 E. - j1�
-
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/NV. 12.55
10.40
ONC. 24 "GONG PIPE CONC. PIPE INV
INV 8.38 E
CA TION ® CA T /
1 / P GAS LBl£ 4 " /f GAS LINE
i IJX
I
J0HNA7HANS SELF SERVICE
WAREHOUSE
RED & WHITE CONSTRUCTION CO > SOUTH END AUTO WRECKING
SCALE HOR. = 1 "= 40' (P/E,ROTTI) (NA. MAGNASON)
VERT = /"= 5'
i
20-1-00 f 22 1-00 k 24 *00 t 26-1-00 f 28 t00 t 30 *00 1 32-1-00
ny I � rd
nI N N � N �
20 X12 � �� — 'PROF /LE -TOP WEST SHOULDER 20
ii ° _ _ _ I ' ,PROF/L E z' rk y ,o
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1� —30 "CP /NV 1165
INV. 16.99
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1l 1/+/V. -{� 705n., iuL ,�• : , - �,� r � i /J. /NV. i6�•- /O��P NrYnvv. � 713 . FM., N /NV •$-.., � ..� � N /N, �:4$ �..- _ __ - F /LE WEST D /TCH L /NE ,
5 W INV - -i = 8,91 I W 1XV ,3,� 9, 6S W INV. 4 )0,.�1 W /NVi98.Z /0,10-5 PY. /NV• 11, cs 1-30 C. P 5
(STUB)
l ^iV. 8.74
400 L.F 12" PVC PIPE P_ SxO.1:5co 363 L. - 12" PVC PIP @ 5=- 0-15i`o 0,/2 C/ � 850 � 12 PVC PIPE @ 5= $/� -°/a di •� o
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F� X45, X02 i
i�" . azo,.a� SANITARY SEWER IMPROVEMENTS
L. % D. 298
S-20Q 470 EAer VALLEY ROAD
J ^. APRIL 1975
J..p.
AS SH014W 381
384
3 7
EASEMENT L /NE
77L.F. 8" PVC.
FORCE MAIN
7-1
SEE SHT 3 OF,' _/-%1 �Y j
CONST L
32 132.
ION PER DETAIL SHEET 7
25' CONSTRUCTION
CONS7. WET WELL PER DETAIL SHEET 7 CONS T M.H. 8 EASEMENT CONST. N..H.9 —
32t32.11— — 36-1'-32,11 40-1-32.11 --
-CONST 35 L.F. -30 "CMP CULVERT 8" STUB - -- --
l lll1: 1111111111(1 l
W 1 W —- W
� � 30 "C -t ❑
CAUTION
4mlP GAS LINE
SOUTH END AUTO WRECKING
N. A. MAGNASON)
//bV. 9.51 INV 0.88
DRAINAGE DITCH
I
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CAU TION'I fl i , CAUTION Y
U.G. TELEPHONE I x i 4"'IP GAS LINE
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KOHL EXCAVATING CRAIG TAYLOR EQUIPMENT COMPANY
i
SCALE. HOR. = 1 "= 40'
VERT = 5 1 1 i
1-98.17
I - 1 1 1 1 Tt - 111 i 11 ,TTI7— ITCjrrn-TiT> f
_ 42,
24 C.P. —T
11 Icl1 1 (I 111,1ill�jj,�I rL11L j,u,f�11, 11111111111
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CAUTION!!
U.G. TL> EPHONE
MERL/NO
ZO
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— 41
8 "STUB
_ INV 3 OS
Q
32*00 � OO t 34 00 36100 t :281-00 - t 40100 t 42100 _ t 44f00
p I
PROFILE TOE WIEaT SLOPE o
20 n ' h �i` �o�O Cr 4 20
N Oh PROF / _ LE TOP WEST SHOULDER °' o
PROFILE
15
.30 N C.P. PROP 30 "CMP CULVERT
/NV. 2?:74 II
2
i 9 C.P
INV 9.51 4 C P
INV !
9.35
/O
_ 7" -7777777777-
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L /SCHAPGE /NY 5'SD 12 "D S.1i�V. 10.7 �- I � �- ' I
lVW IN i /. lv
5 W.11VV //.27) I FLOOR LIFT STATION 4.00 , ; 5.
8" PV. C.
FORCE MA /.'V INV 3.32 0 I - I S. INV- 1.97 i O
S /NV. 2.92
Q S INV 0.68 N.; fNV 2.13 N /NV 02
INV -0.50
W � � N „vV 0.78 W /NV. 2..13:
i^ :'r. INV 3.02 I
I W 0.84
ku
rn BOTTOM WET WEL L -5:50 I
-6.50 TOP FOUNDATION
400 L.F -10 "PVC P /PE @ S=0.30% 400 L.F. - /O" F IC G' /PE S= 0.30 % 266.06 L _- 8" PVC PIPE @ 5= 0.30 % 101.84 LF. - 8" PVC PPE
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0 SANITARY SEWER IMPROVEMENTS
�sn � ° L. /.D 298
T.
ou EAST VALL E Y ROAD
JA. MAY 1976
J.A.
AS SHOWN
4 7
°3
u
i e i
44
1111111/ i., 11111,1 ,,ILL L.I
W
J11 \I II,,`ill
II
Opp
Q
32*00 � OO t 34 00 36100 t :281-00 - t 40100 t 42100 _ t 44f00
p I
PROFILE TOE WIEaT SLOPE o
20 n ' h �i` �o�O Cr 4 20
N Oh PROF / _ LE TOP WEST SHOULDER °' o
PROFILE
15
.30 N C.P. PROP 30 "CMP CULVERT
/NV. 2?:74 II
2
i 9 C.P
INV 9.51 4 C P
INV !
9.35
/O
_ 7" -7777777777-
.
L /SCHAPGE /NY 5'SD 12 "D S.1i�V. 10.7 �- I � �- ' I
lVW IN i /. lv
5 W.11VV //.27) I FLOOR LIFT STATION 4.00 , ; 5.
8" PV. C.
FORCE MA /.'V INV 3.32 0 I - I S. INV- 1.97 i O
S /NV. 2.92
Q S INV 0.68 N.; fNV 2.13 N /NV 02
INV -0.50
W � � N „vV 0.78 W /NV. 2..13:
i^ :'r. INV 3.02 I
I W 0.84
ku
rn BOTTOM WET WEL L -5:50 I
-6.50 TOP FOUNDATION
400 L.F -10 "PVC P /PE @ S=0.30% 400 L.F. - /O" F IC G' /PE S= 0.30 % 266.06 L _- 8" PVC PIPE @ 5= 0.30 % 101.84 LF. - 8" PVC PPE
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0 SANITARY SEWER IMPROVEMENTS
�sn � ° L. /.D 298
T.
ou EAST VALL E Y ROAD
JA. MAY 1976
J.A.
AS SHOWN
4 7
°3
u
i e i
ci
O
EX /ST /O' UT iL /T Y
CASEMENT �S
O
I � OFrA /NAGE D /TCH
h I 1 .TREES S &RUSH
3 Null 1 /
FILL i� AREA
t
1
GOLDEN GRAIN MACARONI
I
25 i
` CONSTRUCTION t
v I EASEMENT
T
i;UN - M. H. k! CONST. /12 H. !2 CON.ST M. H.: 3
CONST. l ».H. /.4
45 _ .22 49-21-64.2,? 53164.22
/NV.'395 i 3 /NV. 9.25 8" STUB 8 "STUB 8 "STUB -- SEE SHT
_ /NV. 5.24 ` /NV 6.53 LNV Z3? 6 CF 7
t'
,� _ iflfi
cV n n Trrr r ,-r I I , 1 r rTTi� m rrr r t- rm�� r r�' — m�rr Tr T _ — T — i rr i ri _ r
44 46 _ 9 _ fry
1 4$ i - Lv`' ALC.� fJR , 11 ,rr;rrrrm.l — T T —� —T—
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t 1J . _W— }_I..xy1 1 1 -Lu1 -S11.L11—
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• PP /NV. 9.72 T l2` .!. w/L o •
/NV 9.5
CAUT/ONH I CWT /ON!! FIN-V 92/ i! i CAUTION!! I CAUT/Oi ^v!! �
N ,/F I ", /o r i /IVY U� .G. PHON[_=
4 " /.F GAS L /NE i UG. LEP�iOi.._ X I '
A.. a
i
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I i i i
MERL INO I YOUNKER t I LUMBER MA4KET I ME L I NO
(HAWK)
iSCALE: NOR. = /-`= TO'
I
I
44100 t 46- -00 t 48.1-00 t 5 0100 t 52 100 t 54100 t 56-1 00
N
N
PROF /L E TOE WEST SLOPE
tcm vl N`
Ili 4�
20 CL � "PROF /L E - TOP WEST 5HUULDE ? '� � ' 20
`9? Kam,'\
N =tl PROF /LE a\tZ�
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I, :— 40 "RCB CULVERT
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D. /. /L — W/L 1
/2"
— —
5 6,24 7E9 5
S. /NV. £39 S. INV.r`c�
$4 a,t90 r ' N INV.- 6-•49 6.98 N /NV. i?� 7.34 I
S INV. S. /NV . W INV &49 61 BG W. INV. 754
-INV. e3Y 3 15 a INV. N IN V. -:2%- 5,/2 0
O W. INV. :3791- w IN 51-v^
e:4%
164.22 L. F. - 8 "PVC PIPE @ S=74,-907%, 14000 L. F. - 8 ° PVC PIPE CID S = 0.30 % j 4'00 L.F 8 "PVC PIPE S O �?6�1r ®_ 2 d , °�.
_ � — 267.89 L.F. -8 "PVC PIPE @ S= 0.34
1451- 941147"
/® 30- 70 SANITARY SEWER IMPROVEMENTS
8
s",: L. /.D. 298
S-200 �,� �� EAST VALLL Y ROAD
J.A. .MAY /976
J.A.
i�✓✓r., aT AS SHOWN
p��*�s ✓ate, -c— 5 7
_ t ?-4 -33
SSk I;y! ill+, l:t�Y ��ro'32is bpi' e;MAN�:
I
CONST. M.H. /4 % CONST. MH 15
TREES a BRUSH 60132./ /
25 CONSTRUCTION
- -� EASEMENT
8" STUB —
/NV 7.28
,r- •,•__.`�,s'n''z..� ^�`'.'". 8" SrUB
�r _ `f ! /NV. 8.57
SEE SHT. 6 OF 7 `. r^ ' T ,r' 13 " r u
/NV. s.73
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y
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CAUTIONP
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SCALE /70R. = I "= 40'
VERT. = 1"z 5'
60100 t 62100 t 64 x-00
V
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20
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PROFILE - TOP WEST SHOULDER
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I
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W INV -&5.7 0,77
N INV 7.3¢
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0
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SANITARY SEWER IMPROVEMENTS
o u
LID 2,98
- 200
VALLEY ROAD
A. MAY 1976
J.A.
AS SHOWN
12-4-33
ITT STATION PET OE TAIL SHEET
I/
tin
[af
MS'TALL 36 L.F 30` C.IA.P i
CULVERT GRAZES TO BE
OET,
ERMINED tiv. FIELD
_J7
2 T 50.
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DISCHARGE LINE :1 FILL _E TYP)
GATE VALVE
7 W1617' C �lk' Z Ik � t'
s,UCTION LINE (AYR}
cslvne X/
TYP I /--GATE VALVE 6�57IX16 13 P_ 3 2A 1
LF
DISCHARGE LINE
T STATI N
7 (TYR)
Cg 90' SEND
1 k\
8" C.I. DISCHARGE LINE
--INSTALL U.G;lTELEPHONE
TRY
i L
i R TELIEM T
AIR DUCT
+
27
0-4S A0,/_ CZOV_5_2�?,�IC72--Z,
'q
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SERViCE POLE
T_ Z?lW1411AA5 SXL-Cl,�--IC,4771 A15.
7
F LG. TO FLG —INISTALL Y.G_ Et
i EX'iEMENT
PVC 6" C.I. SUCTION LINE ECTRICA
(TYP) IVIIICIE pol b:
1 w' 6" STEEL SUC.TiON
Lo' - -- ILINE TYP) -MOTOR Ek PUMPS
SMITH a LOVELESS
I NO. 4 K
82B OR APPROVED
<
METER BASE
'
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o
14! FORCE MAIN
f - - - ----------
--SWITCH-OVER a DISCONNECT
NO SCALE 14" 24" X 1 Cl" AWALT CON-STRUCTION L__71 ---- PXj- Lq�_ _R. C,
ENCLOSURE OR EQUAL 11 1,
EASEMENT i
H iLLJI
AIR DUCT CAP Si DOCT 9�!�EV. 17.Q TREATED SERVICE POLE 31t82.73
MANHOLE RING COVER 214 GA. ALUMINUM (OBTAIN APPROVAL) i
OLYMPIC FOUNDRY NO. 5943 H a I L---,, CONC. PAD TO BE FORMED
OR EQUAL ;WITH I NO. 5 C IIR C U M.
RIESAR
1 /2" sm, CONDUIT TO WET WELL
a SLOWER. CONNECT TO PANEL MASTIC SEAL lu
ELEV. 15.0
93
_El
SELECT BACKFILL
_
I II t Q
T_
NOTE:
07'' M
SUBBI-ER 4INE GUARD
PROVIDE !NDIV=AL WATERT!GHT IN. ADJUSTING BR�CK L4 11
_jORIGINAL \S)(3� X 1/4: ANGLE _5_z�
`WJT- MH - 7
CHES SHALL BE INSTALLED 41
GID STL.
IG , -, f; - - , , I
SWITC!IES TC 'LIGHT a BLDt�'ER. ROUND
IN LIFT STAT[ON.
IT 2"STIL. CONDUIT
M-0 W VAPORLMHT LAMP FOR TELE. TO SOURCE TO POYdE
CRCIUSE-HINDS TYPE VDA
PUMP STATION TO
N CONTRACTOR SUPPLY
FORM ZOO OR EQUAL A
iGL, INDUSTRIES.. INC. TYPE P, LADDER '_ I I , F
'.3/4!' PIPING TlRi�NCH,CONDUIT & WIRING
T
WET WELL
IOP. 3400 RVIA `115 V CAT NO.
b POLE END TO BE FNCASED
420 OR EQUAL. 8L WER TO
BLOW 1AITU WIET W_!_LL CLASS `El' CONCRETE
2"X 2"X 1/4" GALV. ANGLE TO _MVY7,_qVC 7Z� 15�1,411P
CONDUIT FOR HIGH ALAR�_-�-�,
FORM SLOWER PLATFORM ---------
llpR'EST14iTALL DIRECTLY TO
SEVURE T' "WALL WITH \-- 30" CM T- PUMP CHAMBER
SERVICE POLE
5.'S" SOLTS CULVERT WITH a LOWELESS S' DIA
; STATION, AUlCMATIC PUMPINI 4"'A 4!'X 1/2" GALV. ANGLF
AC�ITE� PROV`!DE W.7. SEAL AROUND
6 01 OR APPROVED EQUAL
CONDUCTORS AT BOTH EUDS (SEE TECHNICAL PROVISIONS)-
CD
OF EACH CONDUIT
1/2" AIR BUBBLER PIPE
S`C.L DISCHARGE LINE
2-;" 0 ANCHOR BOLTS. LOCATE EAr,;v
SIDE OF i0tvi W1 FL 4X5/8"X02'l'
7ROINGBACK OVER . TOP OF EACH
79 " 1.13, 1 15
STANDARD
REINS CLASS 111 SMITH FLAIR NO. 43-7 BEAM. TYP EACH END OF EACH
CONC. PIPE WET WELL COUPLING, LONG STYLE SUPPORT BEAM. b
FLG. TO FLG. 1 6!' STEEL SUCT;ON LINES
(RUBBER JOINT) (TYPICAL)
il ENeS ATT.ACHED,TO WALL
ji Ill I W/ 6"X 6" X 1/2' GALV. Z
47
U--E 4- 5/8" BOLTS -t �_
"ER -*/4!'SALV. STEEL L 'TYP)
,ADD pp
DEFORMED BARS (TYP)
T,
ELEV. 4.00 SITE PLAN
SCALE 10'
1/4" WMP PUMP vk" x v2" GALV. rAIR
4-
77- I.od
4 4
DISCti LARGE LINE U-90LI FOR AIR 5/8" X 10" GALV.
B 1, 8 61, ER
U-BOLT FOR
suc-n0N LINE(TYP)
TION (SEE DETAIL) CONC.
SUCTION LINE 4- CONCREil VOUNIDA
(FL X PEJ , ROUT (ROD UNDER STATIOI)
CLASS' B CONC. FULLETS
HIGH W ER ALARM
f.50 MERCURY FLOAT SWITCH
'-ELEVATION BLOCKS
LATERAL SUPPORT PORT BRACKET
(SEE DETAIL)
V DLE
"ONISTRiCT RLIAZ)VEAP I 1_0 J
-1 1 < I I
BAR SCREEN W/MiN 2 1/2" 0" INFLUIENT !-INE SAF!s
71 -7 MA?,
OF�NNGS, ALL METAL SHALL INV, --44,1G- -4j5.7
E TIED AT ALL
LV (TYPI iNTERSECTIONS
BE ('111 ANIZED. WROUGHT PIP� CLAMP AS CONCRETE
REQUIRED.
ELEV. -1.50 ) F 41-C
vz -WELD 4-3/ X A BOLTS,
10. 75 N
+
1/4"o WIE14 S ENI G
L.L. "OFF' ryp)
ELEV. -150 If
1� No. 7 BAR,
6 NO. 7 BARS EQuAt_LY SPACEI) ARGUND
0-18'MIN. (TYP) irs
M DiA. WET WELL TO DIMENSIONS SKOV4,1
(TYP)
A
a 0
74
__ELEV_ .94, CONCRETE FO U N DAT 11 0 N DFAIL
FOUNDATION
(SEE DETAII
CONCR3-TE NO SCALE
__F__ 0
oll S`§ V' 'CON.pR`ETE'
_T RELOC4TE WET WELL 27'WEST
0.75' �OFE. FURNISHa&STALL BAR
DFI R
✓A I s 81417 6
REVLSION BY Appli. I "