ENG ASBUILTNE 1 /4, NE 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
PLAN NOTES:
1. REFER TO HAUL ROUTE AND TRAFFIC CONTROL PLAN (SHEETS C1.1 & C5.1)
2. PIPE BEDDING AND TRENCHING PER DETAIL 4/C4.2
3. SEWER CLEANOUTS PER 2/C4.2
�j, III I , A
4. I EXISTING WATER METER MAY BE USED FOR WATER ACCESS DURING CONSTRUCTION, BUT
30 I J0 1 A NEW WATER METER SHALL BE INSTALLED TO ACCOMMODATE A COMBINATION FIRE
V 11 II AND DOMESTIC SERVICE
I\ = 11 I 5. BUILD NEW SS MAIN PRIOR TO DISCONNECT OF EXISTING ON EAST OF SUBJECT PROPERTY
\ 1 I 1a (10' X 3' STRUCTURE) 6. A MINIMUM OF 5' OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND
\ I M=15C.60 ((T'yTp 1 uD> Al
STORM LINES
1 8 GDNC. E-i55.60' IE
\ 1 1 CONC. N-153.00' IE
I 1 111 CONC. 5=152.70' IE 7. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF
I \ ` EDMONDS
IE
P` - - WA - .: !'.. a, ��coNCReTE PruGurIF
wFi =
I SSMH #1
Wb- WA I WA""
SGN
NELAI`� I RIM �1$8.00 avR - qNA_ _ u���-. = �zf_l.3�crs�E .,;; �.'•_ �� OHP \ -0
ND WA Y I I ' CONIC.
IE / / i - - • Vy4{ - _ _ _ _ `sue: E _� .::,... - - al ¢ I y� IE (8" E) = 15A.49y / / / EL-170.64'
IE�8" W) =.�yP LSPrucrwonl / / / / / // E(L na.1e' / I I I I 12" PVC IE
CB-12
1
(Y1
RIM=,&5.
_ ---- 12-82.)91"CTR.CH-150.24 -- -- - ------- -- 2C1ROAD
( I ASP44�O S SS t--- --- SE8291'PVC-
oI
/ �83-LF�
IO
lELP-1V94I.64'
I 16 �1
+o _--40
10 LF 89?
S�� -- F �+ 0 T��S -- -
EL�55=25'�- :�. 4-a-{- . \ COPIGRETE DRCH T \ - - - - ,
SG IS w � m..IE V A +00 8" (LNG. IE \ \ \ \ �---�
OHP m L1 v. vv A A WBo
P/ e I - - r 5.��/:y�.r s�ti,:'�s'.��� r:: ��.:� :,, �4.T, 1.. I - 1 SD - - - - - 1 -
s SD - I
AL
RE-19ANNEL/
o/ I� N XISTING MANHC'�LE \ EL-174.03 I . :•.1': i p •' `)Y ;:;
\ CONC IE / v 1 I \ •'f ' j+� ! f .� �•';.: . r �Y ?!.' ••,�;...... ,.z'.
� _ I - - - I - - l I....,/••,:•
WM-EE]
52 LF- 4" PVC @ 2% MIN
0- _ FND CONC MON. N PP�-
IN CASE
i>
a
ti
c
� I
30'
I
WATER AND SEWER PLAN
CB-13 (10'X 3' STRUCTURE)
RIM=156.23' (TYPE 1 LID)
8- CONC. E-155.23- IE
12- CONIC. NW=152.03' IE
12- CONIC. SW-152.03' IE
6- CONC. I SW=152.23' E
24- CONIC. W=151.93' E
18- CONC. N=152.03' IE
12- CONC. E=152.03' IE
N / _
y (�1Y -y _ 811x6" WYE _
IE=283.9,-r
�8-15 (TYPE 1)
21
201.55 (AB)'12'4 PVC E-213.57' IE
PVC W-23 77' IE
8 PVC S-213.87' IE
6- PVC S-213.57' IE
ZZo -
I I
I I I I I I I
I I I I I I I
l l l I I l I
12 �c Ii
EL 2I9.01
I I I I
I
II I II I I I I
I II I I I I
I I
I I I I I I I
I I II 1 1 1 II "
I II I II III II I I
I I II I� I I
I I I II II
I I
I I I I I
I I I
I I
I � I
I I I= I I
II I l
IN�1-1/2" COPPER
I IWATER SERVICE LINE
j W/ TRACER WIRE
BE%ALLEDMSIM.
- 0 - \ \
tt WO ING MANHOLE- \
- ---WA-- WA--�
SS -
/ H / 2)-22�.IE
(?)?�
1a.a2' 14 LF / "
i8
�"W j \/ PVC 2.0%
v 4+50 v - -
-� SSMH #)3 G
_�25.80±
.,
rE�N,Y= 218.58 6
/ IE (8" W) = 218.48 C4.2
SCALE: 1" = 20'
Al 20 0 10 20
240
240
STA 4+24
SSMH #3
.
............
.........
..........
.................
.................
.................
................. RIM
.225.80±..............
IE (8" N
= 218.58
IE (8" W
= 218.48
230
230
STA
220
220
RIhq _ _
u
n
,���
�
0
i '
210
210
i
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
EXISTING GRADE
. . . . . . . . . i . . . . . . .
i
��
. . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
200
STA 3+
2
200
NEW SI
E SEWER
����
CONNECTION
W/8"x6" WYE
.................
.................
.................
.................
.................
.........
._..
................IE
201.55(AB)..........
..................
61
C4'
190
190
QVC@16.
N$
.................
.................
.................
......�. ........
F
SOS
.................
.................
.................
..................
180
,�
/
STA 0+11
170
1 STORM
IE = 152.24
NEW SS MAIN STA
0+16
. . .
. .IE.=.150.34 . . S9
1H #1 ..... . . . . . . . . . .
. . . . . . . .
. . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
TOP = 151.01 RI
;-i5g.00±
/TE(
E)=150.49
�' IE
" W = 150.39
160
160
............... .................................................................................................................................................................
150 150
..................................................................................................................................................................................
140
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50140
PROFILE
oISEWER
SCALE: HORIZ: 1" = 20'; VERT: 1" = 10'
I
40
Z&
CAB1 DENOTES AS -BUILT
1 VALUE
"THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON
CONSTRUCTION RECORDS AND AS -BUILT INFORMATION
PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED
THE ACCURACY AND/OR COMPLETENESS OF THIS
INFORMATION"
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY.
CITY ENGINEERING DIVISION
= -0- 40�ohhl I
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
06/04/20
J J
J Q Q
} Q z
J H
�p m m
Z Q coLn L Q
O D w w Q
U- (n
CC- H H H J
oc oc oc m
LLJ Lu L u L u L u (n
C) (n d d d Q
I-
r-
r-
w
O
LL1�����
r-I
r-I
r-I
r-I
N
�
N
Ol
Q
N
ri
N
O
O
p
qt
00
fV
N
lD
O
O
ri
O
O
Y
Q
DESIGN:
TAF
DRAWN:
ZOS
CHECK:
GAG
JOB NO:
17108.20
DATE:
04/24/1 7
=1
v
o
Z
WC)Z
Q
p
J
Z
J
N�
Q0-
Ld
W
V)
0
>
N
Z
W
Li
~
Lo
O
~
3::
Q
M
p
Q
W
W
a
W
V /�/\j
J
SHEET:
C4.1