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611 11,111 Egg I01 !II Olt 16 iB I[ 19 IS ► iE i O: 0'btl11{
STUB TO EAST w -
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MH29
ill CO-rE5
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INN. 181 94
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DATE
1
CITY OF AUBURN
AI_1A!_!9N
L _ , - I, _. Do
SHERMAN
W'ASHfN6TON
182
ACRES
--�-S—A_N I TA R Y SEWER
OEsti i;NED J. R. K. lap�Q&'g,
GA A **4 G. A. Of f ICER S', a F MAstiORIZ. 1 I
r�El J. R. K. ''a- 4-20-67 /
i
L— IHY. 1ds.++
/9s
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18 v
J
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=-
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CONCRETE
STATION
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LIFT STATION
UTILITY POLE
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°OSTS S" Y S X 6 (EX POSED.
TOP ELEV.
N
1X
QL
�II(L
LEVELING
RINGS
2-4'*
GALV. VENT PIPES
TO
SERVICE POLE
COAPi-ETE vE5CR/FTiVE 01ATA .0,N %HE
SEVVAGE LIFT STA-"1CN SHALL BE FURNISHED
ItiJ ; H THE PROPOSAL-.
191.23
14- WEATHER4EAD
_ C. 1_ FRAME B COVER SHALL CONFORM
TO SECTION 63.209 OF STANDARD SPECS.
TOP ELEV. 190.23
6" SAND PAD
WET WE1.t_
i1INCHES C"IES ' f 1 I I I 1 1 I 1 ( ( 13I 1 I� ` si,,.'.+,I�.I.1''�"
1 Z+ ! �. 61
4111 K11 (�l 1 1 I f 1'N 1 i: 5 Jlokare tinrrt
COP 11,10 1.1 i. Ji .fly
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CONE
19"OR Z 4..
t _ __
TRAFFIC REINFORCED AfANHOLF $LAB
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72.• VIA. /W HIGH
INVERT ELEV. /78 63
EF;N
�, PRECAST MH CaMPON.ENT,S c-nNF1)Rtir1tut,
j TO SEC. 63 OF STAr; OARO SPECS,
ERVICE POLE
CONTRACTOR, TO C_ f. ,'PLr TE
— ,hORING TO Th! S f- —'V T'.
1; . CONDUIT
2- 0 2 WIRES
1 -:4 WIRE
TREATED POLE 'TO BE FURN;SHED 9
INSTALLED BY OTHERS)
100 AMP METER BASE FOR
40 V / 0 /NE TE R
MASTER FUSIdLE DISCONNECT
SWITCH 3 POLL 100 AMP. NEMA
TYPES ENCLOSVRE WITH LOCK;NG
HANDL E. PICK UP //O v 0 SERVICE
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ED TAIL
L
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182
SHERMAN ACRES
SANITARY SEWER-
J. R. K.
G. A. OFFICER NONE
J. R. K. 4 - 20- 67
107 .51/7 5toy-11 LID !71
0
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•
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•
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1
193.80
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184.94
EXIST. MH
18 3.4 T -
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ENUMC! AW
HIGHWAY
L. I e D.
CITY OF
SANITARY
1 a 2
AUBURN
SEWER
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i N
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N SUMMARY OF WORK LEGEND SNE�,('
\ I D /. FURNISH AND /NSTALL 8" & /0.. SANITARY SEWERS, MANHOLES, 6 SIDE SEWERS. EXISTING THIS CON B,RA C T S E E
0 ;\ 11'N 2. FURNISH .AND INSTALL SEWAGE LIFT STATION. SANITARYSEWER SS --- •
3. FURNISH AND INSTALL G" C. I. FORCE" MAIN. MANHOLES
0 11 q. REPAIR A. C. PAVEMENT ON DOGWOOD 57. SIDE SEWERIPLUG
\ SWATER TORM MAID!
.•� SEWER S T 11},
0 \, CATCH 6ASIN
J
A/nTF_S GAS LINE G t�
fT
S� 1. 6" SIDE SEWERS TO 8E INSTALLED TO PROPERTY LINE AND HYDRANT
$ PLUGGED. TEES '514ALL BE INSERTED .- I N THE S TR FEE T SEWERS
TO CONNECT TO SIDE SEWERS.
2. LOCATION OF SIDE SEWERS SHALL BE MARKED WITH A
2
1 1
1 1
1 r 1
5 1'0 1
�~ MH #4
4- 1 1
303
6..
MH
---'-~�� SS
SS
6 7
5 1
s SCENIC- DR -I VE
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9 /
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MH .6
TREATED WOOD 2 X 4 EXTENDING FROM THE PLUGGED END
OF THE SIDE SEWER TO 30" ABOVE GROUND. EXPOSED PORTION
SHALL BE PAINTED TRAFFIC YELLOW 8 THE DEPTH TO THE SIDE -�
A /N T ON THE 2 X � �' ~
DATE
NO-. REVISION BY
CITY OF
AUBURN
AUBURN
WASHINGTON
L• •Do
18 2
SHERMAN
SANITARY
ACRES
SEWER
DESIGNED J. R. K.
APPROVED (�,&
SHEET
DRAWN G. A. OFFICER
SCALE
H�ORIZ. I„ _5,0
2
CHECKED J. R. K.
DATE
4 - 20-- 6?
CB
SEWER SHALL E INDICATED IN BLACK P - — _- ___--- --_—.---------------� -- - -- -- _ -- -----� - - _ .- ---- - --
4
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205
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I
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Ql 0 p. �! ! TOP': 196%11
195
190
185
T(
INV. /01.02
INV. I62.14
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L1,lNV. 168.50
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i
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of �
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200
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195
190
SHEET 7
22 21 20
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W
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a THIS SHEET 22
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14th ST. S.E.
/ 7
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17
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Y
DATE q 6-6 7
Z
w
NOTES -
.
vi
c4
SEE
SHEET 2 FOR NOTE5 (f LEGEND.
24
MH'`� 13
DATE
' NO.
REVISION
BY
CITY OF
AUBURN
AUBURN
WASHINGTON
• 1,6 Db
182
SHERMAN
SANITARY
ACRES
SEWER
DESIGNED J. R. K.
APPROVED 51, (V. (�
SHEET
3
DRAWN G. A. OFFICER
SCALE
miz. 1;;= 0�
CHECKED J. R. K.
DATE
4 - 20 - 67
1,
w
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1
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1-31
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ON
IN�To 19 {TOP 2 03. 92
ki
IN
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100
f 1 TDP /94.54 S= O.00 9 N Q
EXISTING $ GRADE 1, t ! INV 197.3 �
/95- TOP 193.39 1 TOP /93.98 /
�1 INV. -195.50 TOP /93.39 i TOP 193.62
TOP
/90
/85
/80
/N V. 18 3. 19
"L-- _,-INV.. 188.49
INV. l8 S; 94
INV. 187.22
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-� o
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FINISHED GRADE �. FINISHED GRADE 6" WATER MAIN--+O
EXISTING GRADE
TOP 194.07 _ EX 1 S T. GRA DE I TOP 194.07 f
195 �, INV. ! 9'F:40
6 WATER MAIN-0
8 STORM SEWER ,
16 . INV, 192.00 I (APPROX. DEPTH
190 $
IA/V. 187. 30 INV. I87. 30
IB5
- -f J f
ry
j
s
DATE
NO.
REVISION
BY
CITY
AUBURN
OE
AUBURN
WASHINGTON
L,o 1,0
Do
182
SHERMAN
SANITARY
ACRES
SEWER
DESIGNED J. R. K.
APPROVED .9&j.
SHEET
4
DRAWN G. A. OFFICER
1„= 5
SCALE - HORIZ. =
CHECKED J. R. K.
DATE 4- 2Q-ST
195
I90
185
IG7 5 3 17 S N- Y ''
L. I D / $'2--
210
2 OS
200
19S
190
c- c- c C L i K, C- T 4-
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THIS SHEET
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2
NOTE-5
1. SEE SHEET 2 FOR NOTES B LEGEND.
r/�r <�Rl C
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5
INV, 204.0,0 :INV. 203.10
TOP 201.63 / INV. 202.00 }
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,
TOP I 2/0.01
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I
210
205
200
19 5'
190
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6 7 5 317 5H-S"
LID IV--
205.0
200.0
195.0
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SKYWAY PLA.C_E S.E.
Of
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1
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7
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w
2
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2
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to
DATE 9
G-1NK-G0 STREET
a�``,
NOTES
SEE SHEE T 2 FOR NOTE 5 8 L EGEND.
f=
DATE
NO.
REVISION
BY
CITY OF
AUBURN
AUBURN
WASHINGTON
L,o le Do
18 2
SHERMAN
SANITARY
ACRES
S E W E R
DESIGNED J. R. K.
APPROVED
SHEET
DRAWN G. A. OFFICER
SCALE
HORIZ. 1;1= 5p'
CHECKED J. R. K.
OATE
4 - 20 - 67
�
o
N
O
O
INV. 193.00
INV. / 92.00
m a% h �
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k
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41
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v
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/92.50
GRADE --�
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Top
190.30
F'X I STING itGRADE `` --
—,— --
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sr 0. 0040
S= 0. 0040
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NOTES
/. SEE SHEET R FOR NOTES & LEGEND.
i INV. 163.19
INV. /82. /4
v;Ns
Nl (y) N
ti
tea►► �' �
�i
c
DATE
NO.
REVISION
BY
CITY OF
AUBURN
Ls 1,6 Do
AUBURN
WASHINGTON
18 2
SHERMAN
SANITARY
ACRES
SEWER
DESIGNED J. R. K.
APPROVED (U" &f
SHEET
7
pm
DRAWN G. A. OFFICER
SCALE
0 IZ. ;; = 5r0
CHECKED J. R. K.
DATE 4 - 2 0 - fi7
200.0
195".0
190,0
195.0
/SO. c
�7 s 317 S* 7
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200
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3.23
INV. l8/.02
L=REVISION
DATE
BY
CITY OF
AUBURN
AUBURN
WASHINGTON
F Le 1,v Do
18 2
SHERMAN ACRES
SANITARYSEWER
DESIGNED J. R. K. APPROVED . �, SHEET
DRAWN G. A. OFFICER SCALE ; HORIZ.
CHECKED J. R. K. DATE 4- 20- 67 % 1
195".0
190.0
1Bs.0
180.0
,G77 53i7
OD 10-
DOGWOOD ST. S.E.
r - -
0�
N QD
Z
200
I95-
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S = 0.D044
1 90 S = 0.00+0
-/NV. 190. 80 .1
/N V. l8 9.44
i
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L!MAJ
�f III
4` W Si
W• �
-03
c 0i
N Nco
AS BUILT
DATE 9 6 ei
I
DATE NO. REVISION 8Y
LCITY OF AUBURN
AUBURN WASHINGTON
NOTES
/. le Do
SEE SHEET 2 FOR I�t�pER1CK �� Lo
N O TE S.1�1t4��, of v%,::.y,
182
2. SEE SHEET z FOR LEGENp SHERMAN
ACRE
S
SANITARY SEWER
•i
��` �= �,��•`• '�� DESIGNED J. R. K. APPROVEDSHEET
DRAWN G. A. OFFICER SCALE HORIZ. 1„= 50 9
CHECKED J. R. K. DATE 4- 20-67
r.
N � �
Cli
2�. GAS
' � c
1
$_ 0.00+0
INV. 192,16
{
Ci
K
\4 \.m v,
INV. /93,80
G7 .5317 Sy-i
20.01
195'
190
185
9/i/
L ! D 192.
zo
200
l 9 5"
190
185
D 0 G W 0 0 D ST. S.E-
NO 7-EE s
1. SEE SHEET 2 FOR NOTES.
2. SEE SHEET 2 FOR LEGEND. rl
M N
Z
STORM SEWER-S;,O
0�-10" WATER MAIN ,i0 WATER LINE
I
INY...- IS 3.47 _
0
k
v
INV'., 18g.94
M
v4
Lu
LQ
DATE
w
w
P
AS BUILT
DATE
NO.
REVISION
BY
CITY OF
_ AUBURN.._
AUBURN
WASHINGTON
L 0 1,0 Do
18.2
SHERMAN
-SANITARY-SE
ACRES
DESIGNED J. R. K.
APPROVED :1. (J,
SHEET
lov.CHECKED
DRAWN G. A. OFFICER
SCALE
HORIZ. 1;;= 5v
J. R. K.
DATE
4-20-67
1NV 189444
200
I 190
IAN
180
N ,
r +
:
{ 1 i ► i
rc %
1_ID lgZ-
cOVER - BILKO MODEL S- 20
OR APPROVED EQUAL
RUBBER GASKET JOINTS
CONFORMING TO A S TM C 9-4 3
CONNECT TO 6" DUCTILE
CAST IRON FORCE MAIN.
a
.0
0�
M
.1
8yi.
WAL 1
POLE
-��-�_ 2 RE 1 NFO
90"
FACTORY BUILT CONCRETE
2 PUMP LIFT STATION
(SEE SPECS)
RCED CONC. GUARD
POSTS 5 X S X 6 3' EX POSED)_
TOP ELEV.
N k
O
LEVELING RINGS
2-4' GALV. VENT PIPES
TO SERVICE POLE
4
8 y„
z
WALL
I t
;
' 1
SUMP --�_-
t
LIFT STATION ON
FURNISHED
SEWAGE
COMPLETE DESCRIPTIVE STATION SHALL BE
LIFT
WITH THE PROPOSAL.
19/.23
C_ 1. FRAME & COVER SHALL CONFORM
TO SECTION 63, 208 of STANDARD SPECS.
TOP ELEV. 190.23
CONE
19" OR 2 4"
TRAFFIC REINFORCED MANHOLE SLAB.
WET WEL L.
72 �' DIA. - 108�� NIGH
INVERT ELEV. 178.b3
z..�
AIR BUBBLER
LINE TO $F
CENTERED BET W EE N
SUCTION LINES id
5
4 12 4
.p F
i
Q
� �
`SAND ''PAD
WET WELL
I.-4V' WEATHERHEAD
PRECAST MH COMPONENTS CONFORMING
TO SEC. 63 OF STANDARD SPECS.
O
N
CONTRACTOR TO COMPLETE
WIRING TO THIS POINT,
/4.. CONDUIT
2- Jw 2 WIRES
1 -04 WIRE
TREATED POLE (TO BE FURNISHED �
INSTALLED f3Y OTHERS)
IOO AMP.. METER BASE
z4ov I� METER
MASTER
FUSIBLE DISCONNECT
SWITCH 3 POLE IDO AMP. NEMA
TYPE � ENCL05URE WITH LOCKING
HANDLE, PICK UP IIOV 1¢ SERVICE
OUT OF f30X .
2 GALV. VENTS WITH !$ po
RETURNED BENDS SC R'EENED.
SERVICE POLE DETAIL
�.
K.
E LID
D
DATE NO�REVISIO,y 9Y
CITY OF AUBURN
AUBURN WAS E-!IN TON �
ACRES
8-2--
SHERMAN
SANITARY_ SEWER
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J. R.
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DESIGNED
t DRAWN G. A OFFICER scA��,_ _NONE
- pAT E 4 - 20 - 67
r CHECKED J. R. K.
UTILITY