HomeMy WebLinkAbout73S33764
62
m
58
56
I
it III lilo
I.E. 59.2t -- ---- --- ---
I
Ll I
0*00 G+SO 1+00 1+30
1 STA. 0+00 I'R, BREAK INTO EXISTING SS MANHOLE, CONSTRVCT NEW 8**
LINE FOR A DISTANCE OF 440 TO THE NORTH. I.E. 59,22, ALLOW
MINIWIVM OF 2"(COMPACTEII) OVER EXISTING LI''STOR M LINE.
Q STA. 1450 L , INSTALL 6~SIDE- SEWER, SLOPE 0.01 9 WITH BANDED PLVfir 3'
INSIDE P/L.
3 STA. 1 +33 R, INSTALL 6' SIDE SEWER, SLOPE 0.01 , WITH LANDED PLV4, 3'
INSIDE F/L.
R
s • • + M r y y IF
LEGEND
EXI:.T
SANITARY SEWER---54—�`
MANHOLE
--�}—
STORM &EWER—ST—lz=
CATCH BASIN WATER MAIN j VALVE W— ME r t P b ri)v �-----
TREE
HEDGE OR PI ANTE R calm
FENCE
CONCRETE CJW OR D/W
ASPHALT GP 6ITVMINGV' SVRFf%:.t
ANrorN h►+Pw�,vr�'i IIIMNy
Liffle
' • - Oi�A1
Olresfer N h41io , q3 • of #Ue
Volley
p!. Date •y cild Ar/r. Itenldee , : '
12~ STORM SEWER
NE W
--
2.00
L_ . -- .-- --- - 12 i 5 _ J
- 1 a i A A_• A • s -A- -w
i
Off STREET NE
34-00
1301
CITY OF AUBURN
PUBLIC WORKS DEPARTMENT
20 "A" ST. NW
AUBURN WASHINGTON
O P 63.85
IZ�* STORM SEWER
1. E. 60. 90
3 ♦SO 4+00 4 *50
C�
62
e.J
S6
1306
J 1316--
CONTRACTOR POURED CONCRETE DRID" ON BOTH SIDES OF
WATER MAIN TO SVPPORT SS LINE OVER THE 'TOP. CsRADE
OK S5 FLATTENED OVT FROM WATER- 61r4E TO S.` AA �.
9
I LT
♦
STA. it-*i*
L,
INSTALL
6'* c'L E SEVVEp,
SLOPE
Ci.01 ,WITH
ei. �vC+;
Ni V6
TG 3! INS1I,9
v%L.
6
STA. 3♦07
L,
INSTALL
(a toSIG[ ;EWER
CL LPF
0.0I
, WITH
191-tti;;c
TO 3' IN:!LoE
P/L.
1
6
SrA. 4-*Ile.
L,
INSTALL
6.fi-F CFWE►- �
SLOPE
0.61
.WITH
BANDEv
_ 1G
TO 3' IN I
G E
P/L
7
STA.4.40
Lw
INSTALL
6`rLIGE SIEWEP,
-L.i'E
0.',1
o-+
IShr.tiEL
TQ z' +Ng►
6, =
P/L ANG ANGr�t IlIF IVEc.£::
f TO M
JVATLsP
11 �
B
STA, 4.40
Q,
''!:THEE
'f4!-..4 La,.+-41,
:�_ ):,
TIC 3* IN BACK
OF S/W.
STA. 4•40
I'R, CON.TRVCT
TYPE IA-1
MAt1Irk Co i_ f i.lr
6C,
9Q Tr.,
E 3.fdfi
•eels+ warm bp DNB+ I
MM. 1"• ft" owsh 1. 1tTs L.D• I 273
Fef
Wrf. 1"• _'
coafroof IN. A♦pr I h'
7i-04 /IIrNl. 73 $m4W NI-1
W.O. 01761 "
SANITARY SEWER
"M" ST. NE (12th ST. NE-14th ST.
m
m
67—
58
N4. I Date
1�
1
1
1
- -- MH* I
t � I
I
- - I.E.- 59.2
I2. STORM SEWER I 12 STORM SEWER
- I. E. 60. 98
0
t
. to
0+00 0+50 I+00 1+50 2+00 2+50 3-+00
I STA. 0400 I'R, BREAK INTO EXISTING SS MANHOLE I CONSTRUCT NEW 8"
LINE FOR A INSTANCE OF 440 TO THE NORTH. I.E. 5 9. 2.2 . ALLOW
MINIMUM OF 2"(COMPACTEU) OVER EXISTING P—CST01:; VM LINE.
2. STA. 1 + 50 L , INSTiVLL G"SIDE_ SEWER , SLOPE 0.0 1 ,WITH BANDED PLUG 1 3'
INSIDE P/L.
3 STA,. 1 +53 R, INSTALL G'* SIDE SEWER, SLOPE 0.01 , WITH BANDED PLVG, 3-
INSIDE P/L.
IZU.S ___j
EXIST.
W
SANITARY SEWER
MANHOLE
Z
STORM SEWER
CATCH BASIN
@--
�—
WATER MAIN � VALVE
W—
Vi
METER BOX
TREE
t
HEDGE OR PLANTER
N
FENCE
CONCRETE S/W OR D/W
�. •._ . •.
ASPHALT OR BITUMINOV5
SVI?FAuE
i
NEW
—SS-8 a=
12.1.6 I 1301
____I-
M" STREET NE
Approved by:
,." lr_'..�•
p �P."P I/•Friend^
IY
CITY OF AUBURN
,z ` •''
0. .�.
,�. `sT�` t�
� �,cs � _-�,,, � � �
Little
Giant
of the
Valley
_�^.
PUBLIC WORKS DEPARTMENT
20 A ST. N W
AUBURN WASHINGTON
Director of Public WoAs
fly
Ckd.
Appr.
Revision
O P 6 3.8.5"
, ..
4- •+50
1 1305
1315
CONTRACTOR POURED CONCRETE 13R104E ON 50►H SIDES OF
WATER MAIN TO SVPP0fkT SS LINE OVER THE TOP. CxRADE
-OR SS FLATTENF-D 4UT FROM WIgTER C.INE TO 5 ` MI-.
66
64
62
60
58
5-6
4
STA. 2+68 L,
INSTALL
6" SIDLE SEWER, SLOPE 0.01 ANITH BANDED PLVC
TO 3' INSIDE
P/L,
5
STA. 3+07 L,
INSTALL,
G" SIDE SEWER, SLOPE 0.01 , WITH l3N�NI:�D �;_Jcz
TO 3' INSIDE
P/L.
6
ST-A. 4-*12 L.,
INSTALL
G'St1:F SEWL=R SLOPE 0.01 WITH BANDED ►'LUG
TO 3' INSIDE
P/L
7
STA. 4-+40 L,
INSTALL
G" SIDE SEWER , SLOPE 0.01 , WITH BANDED PL.UQ
TO 3' INSIDE
P/L AND ANCx! E,IF NECcS�Ht�Y,TO MISS WATER SEI�VICF.
8
STA. 4-+-40 R,
INSTALL6*SIDE
SEWER, SLOPE. 0.611 , WITH 13ANQ-'Ej HLj).'j
TO 3' IN BACK
O F S /W.
9
STA. 4•+AO I* R, CONSTRUCT TYPE IA -I MARVIOL.E 1. E. 60. 98 TOP 63,4
,
Scale=
Drawn
by: Date:
1
Hor. 1 = 20
Glenn Officer March I., 1973
L�'•
D. 2.73
Sheet
Checke4
b s
Vert. I = 2'
LLB
�� _ 7 '#,
of
Contract N2.
Apprq
1/444�'VLJ44"3-29-73
ea by=
SANITARY SEWER
73—os
File -Ns. 73 S-446 SH-I
"M" ST. NE (12th ST. NE-14th ST.)
W.O. 01761
331
I
0