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SEWAGE TREATMENT PLANT
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FINISH GRADE—
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TREATED POi£; TO 6E :�� ;- C
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ORM. TQ SEC. 53 - 2.09
cU OF S TAND.° P', G SPEC E.
ENTRANCE CONDUIT ! !
WEATHER PROOF MASTER
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TATION 8 WET WFJ
NOTt
COMPLETE DESCRIPTIVE DATA ON LIFT STAT10,N
TO 8E SI/BMI TIED WITH PRCPC 5AL.
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Le I. D. 208 PHASE 1
SEWAGE LIFT STATION
37th a "C" ST_S. N. E.
a. A. 0. NONE- _19 9 .
J. R. K. t OCT. 20, 19671—�
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67S322
F
CI TX L /MITS
0
SUMMARY OF WORK
1.
FURNISH
AND
INSTALL 8, /2;" 8 /8.' SANITARY SEWERS
COMPLETE WITH SIDE SEWERS AND MANHOLES,
2.
FURNISH
AND
INSTALL /O" DUCTILE IRON FORCE MAIN,
E_ 3.
FURNISH
AND'
INSTALL WET WELL AND SEWAGE LIFT
STATION.
4_
FURNISH
AND
INSTALL 70 DIA. MANHOLE OVER EXISTInC
30" SANITARY
SEWER OUTFALL .
5.
RESTORE
ALL
SURFACES (PAVEMENTS, WALKS, DRIVEWAYS,
LAWNS,
ETC.)
TO THEIR ORIGINAL CONDITION.
NO TES
!,
MANHOLE NO, 9 TO 13E 72" DIA.. CONSTRUC 7ED OVER EXISTING 30" SAN-
ITARY SEWER. CHANNEL TO BE SLOPED ,9NlO FORMED TO MEET EXISTING
PIPE TO PROVIDE MINIMUM FLOW RESISTIJNCE. EX/STING 30" PIPE TO BE
REMOVED INSIDE MANHOLE. NEW /Z" SANITARY SEWER TO BE DUCTILE- IRON
THRU 44AA1140L E.
2.
THE TEMPORARY REMOVAL OF ANY UNDERGROUND UTILITY REQUIRED BE-
CAUSE OF THE WORK SHALL BE CONSIDERED IIVC/ DENTAL TO TIME WORK,
AND THE COST OF REMOVAL AND RE —INSTALLATION SHOULD BE INCLUDED IN
THE COST OF INSTALLING THE SANITARY SEWER. SEPARATE PAYMENT THERE-
FOR WILL NOT SE MADE.
3-
THE TOTAL NUMBER OF SIDE SEWERS SHOWN AS DOTTED LINES CROSSING
AUBURN AVE. MAY NOT BE REQUIRED. IF REQUIRED, THEY SHALL BE FURNISHED
AND INSTALLED AT THE PRICES 5TA7EO IN THE PROPOSAL,
4.
LOCATIONS OF SIDE SEWER5 AND TF55 AS SNpyVN ARE API'RGX l/UTA7 E .
EXACT LOCATIONS WILL 8E STAKED AT THE TIME OF CONSTRUCTION.
S.
RELOCATION OF WATER METERS., IF REQUIRED, WILL BE ACCOMPLISHED BY THE
Cl TY.
6.
FORCE MAIN SHALL BE LAID ON A CONTINUAL RISE IN GRADE FROM THE
LIFT STATION TO MANHOLE /-I. COVER StIALL BE AS SHOWN.
7.
TOPS OF MANHOLE GRADES SHOWN ARE APPROXIMATE. FINAL GRADES WILL
IN. SEWER
BE STAKED IN THE ROAD.
8 SAN. SEWER
NO TES
r
EXIST/NC` „NEW
SANITARY SEWER Iz SS
MANHOLES
WATER LINE Iz "" w�-
VAL VES 2„
CAS LINE G
TELEPHONE (BURIED CABLE) T
HYDRANT �+�6
CULVERT �---�
METER BOXES
FBUILT
ATEe s ba
of'"ROOK''! z
� �F WAS
AL
I
r
1
L. I. D. 208
PHASE I
LOCATION
MAP
J. R. K.
F. W. P.
G. A. 0.
I" r500'
v
J. R. K.
O CT 20, 19 6 T
67 5 3 A -,a 9#i I, I D
"I
u
4S
:e
3 5_
AS BUILT
DATE 87�-6e
3z
f
M H
3 �4"
/8" STUBS
-� - -
N S s
`� N
WET WELL LIFT STATION
SEE SHEET 9
35
I /N V• 32v.198
O
O
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u-,
TEES /N LINE (T YP) M H 2
/e" soo' SS14
0
N
co
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O
Q
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10" FORCE MAI
C ' S 7: N. E.
ti
t
N x
t x
r i
x NI H 4 M
to
v
ti
N
S
R
DATE
NO.
REVISION
BY
CITY OF AUBURN
AUBURN WASHINGTON
L. I. D.
208 PHASE I
SANITARY SEWER
SOUTH of 37th on "C" ST. N. E
DESIGNED J. R. K.
APPROVED F. W. P.
SHEET
9
DRAWN G. A. 0.
SCALE NORMVF T LI:L-
CHECKED F. W. P.
DATE OCT. 20 196T
N m V'
14
S 1 TOP 47.4
AS QUILT
[PATE a'S-68
INV. 40.99
F� D
50
46'
40
3.S
w
to
30th S'T_ . N. E.
I
M H 7
h
w
-- T
M H 08
N
Q
"l TEE5 IN LINE (TYP.) M
rx
_--__�••_ w_�t.
t 1}I4. O
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f
N`� � o STUB � PL UGC
M H "7A-1 ( 6" STU68 PL Uri (T y P.) _ -- G _ _ —, — - M H �7A-z
ss
S TUB
QD w w ST — d PL U G
r-1 ST s..
G
PLUG
6" STUB 9 PL U6
AU, B-URN ; AVE. N. E.
.MH�B
6" STU3 8 PLUG
MONUMENT
�„•• 92' FROM MON. TO M.H.08
AS BUILT
DATE e-s-ba
2-I9- 67 / ADDED LOCATE
LINE ON 30f ST.. R LOCATED L/lY
J. R. K.
O W S. AU8• V D /
DATE NO. REVISIO-9
BY
CITY OF AUBURN
AUBURN WASHINGTON
L.I.O. 208 PHASE 1
SANITARY SEWER
30th 81 AUBURN AVE. N. E.
DESIGNED J. R. K.
APPROVED F. W. p,
SHEET
i/9
DRAWN G. A. 0.
SCALE HOR T 1 ? 0
CHECKED F. W. P.
DATE OCT. 20, 1967
G7 S 39a 5#- y
L- 1,9 2- 0 S'
0
4-
Q
AA H /O �
w - - - TEES IN LINE LT YP.ss co
-w
m H 85
,► - y.0 �14 - � - �
-� 5 S — o
NO
�6-
55
Z
Z
—+I
3 z '
TOP .5/.0
TO P S/. 0
--.- +-"
1 -�' APPROX. DEPTHS
r
JG
2 SAS 0
APPROX. DEPTH
18"ST SEWER
APPROX. LOCATION 6" GAS 8" WATER
30•� SAN. SEWER
APPROX. DEPTH
12"WATER LINE,1NV
435-/2" SLOPE = 0.0022
�5
1?-" PI PE-
-
43.16
NV. 43.09
inv. m H 4l.00
20'
rJP_" DUCTILE IRON
THRU MH
131"..
of
F-
co
kk;
MH
�1
'SI DE SE (NER5 (TYP. )
Q2 B" 1/6" B E N D S
Q Wx B" TEES
U
Z
Z
TOP 5'3.2
_IZ_ _ -- — -- -- --
I n V. 44.03'
326' - /2" SLOPE = 0.0022
I NV. 11.76 (O U T
!c� O
In
9 �
+
rd
0 +
M H
i
ST.
18'• s ' 2 95_'
O — -
ifOD
-- --- - -- -- --- -- -- —Q
N - G 6,. m G
❑ C
N` b U B" 'fie BENDS
0
in
O
cn
AL E
i
ht H
n! = 8" �STUB�S e PL U65
cli
- -
RELOCATED
H & -REVI5ED
-
IN VERT ELEV-
M 14s, /0
DATE
NO.
REVISION
BY
CITY
AUBURN
OF
AUBURN
WASHINGTON
L.1.0.
208
PHASE I
AUBURN AVENUE N. E.
2 6 t h ST. N. E. TO 30th ST. N. E.
DESIGNED J. R. K.
APPROVED F. W. p
SHEET
/9
DRAWN G. A. O.
SCALE
HORS
VERI
CHECKED J. R. K.
DATE
OCT. 20, 1967
N
1
Z � I TOP 54.8
TOP .53.8
TOP 5'3.0 -
APPROX. LOCATION
SCOPE = 0.0060.
/2 WATER 1-1/4
i
i
2 95' - 8" SLOPE = 0.0040
ll,� L
)N V. 48.00
INV. 46.82
AS BUILT
DATE a- S- GB
6- S`
5"U
_15"
m
67 53a SN-S
o)r
s.s
'111�
.s- o
45
40
INV. 4-f.76
Sow,-/P-"
SLOPE = 0.0022
I ` llV V. 4 5'. 2 7
SLOPE - 0.0022
205' „ SLOPE_ = O.Oo44 145'- /2" L
I INV. 46.95 IN_V ..46.13 _ /NV, .45. 87 46.19 - f6.45
all 427' - 8n SLOPE a 0.0040
AS BUILT
GATE e s ae
50
4s
40
}
47 53-RaZ SH" G
J-- 11) 209
i
G7 s 3 as SW- 7
L. I D z d $
55,
50
-1 5
W
Z MH #l-3
4, 12350�
� ss ss
U
W �
Z
TOP 53.0
I KI
/,2 350' SLOPE = 0.0022.
N V. 18.60
0
M H "/-I
M H W /-S
""I
/2 3s s
5-0' s s 12 3 78'
ss s
Z,
ti
�
�
h
111
TOP .59.2
TOP 54.5
.�
TOP S4.2
/Z,, 350*
SLOPE = 0.0022
12-- 378'
SLOPE = 0.0028
97.9/
INV. 47. /9
R71NV,
INV -47. /9
INV 46. 31
AS BUILT
DATE 8-5-(oe
iii"r--rinu Mu
55
50
4.S
E7 s3aZ sH-�
1, t 1) z o�
9 O
WET W EL L
r
/O " SUCTION
,,-- LINES -----
I SUMP PUMP ' I,„
DISCHARGE
" I
L-3". 3"x%q
,
g PUMPING STATION
/' 1 \ .
/zWEATHERHEAD
I
TREATED POLE (TO SE
FURN/.5t/Ep LC INS TA L L E D
BY OTHERS)_
jam•_, /0" DUCTILE IRON
FORCE MAIN
OUT
CONTRACTOR TO COMPLETE
WIRING TO TH15 POINT.
CONDUI T
3 - 2 WIRES
z
PROVIDE METER LOOP FOR
METER INSTALLATION.
ENTRANCE CONDUIT
�— WEATHER PROOF IVASTER
FUSIBLE DISCONNECT SWITCH 3
J POLE /00 AMP. NEMA TYPE L7
ENCLOSURE WITH LOCKING
HANDL C. -
42" MINIMUM COVER
I
7' 17- /0" DUCTILE
IRON FORCE MAIN
CLA55 2 CCIMENT LINED. IQL
J o
A
SERVICE POLE DETAIL c
CONCRETE PAD
R BUBBLER LIME
TOP OF COVER ELEV. = 18.0
FAIR VENT
TOP OF AA. H. ELEV. = 16.0
C.I. FRAME 8 COVER TO
CONFORM TO SEC. 6 3 — 2.0 8
OF STANDARD SPECS.
REINFORCED CONC. PIPE
ASTM C— 76 (CLA55 H) ALL
JOINTS RUBBER CASKETED.
1
/Jv'VER T E L E V. = 38.29
CONCRETE FILL
WET WELL = 32.09
SET IN FRESH CONCRETE
--12,. COMPACTED BANK RUN 61MVEL _ -- - - - - -- - _--
L/f T STATION 9 WET WELL C-)F At"j'BURN
At110u R iN WADHINc TON
NOTE:
N LIFT STATION �'e;�i L. I. D. 208 PHASE
COMPLETE DESCRIPTIVE DATA O � � h
TO BE SUBMITTED WITH PROPO SAL.
s_ SEWAGE LIFT STATION
�� s%Oh,:Tf E ,,,�r' --- -- ---- _ 37th - a „C,, .. _STS` N., E.
L T .y AL �
.�14,KEF W. P.
j
.t� t,�-.;��:v G. A. 0 ��>c.°� r NONE
C`"r`"'`` J R. K. OCT. 20, 1967
67S3,2aSFI9 �