HomeMy WebLinkAboutWWP2703285.7O
M
P-,
O N
m X
Q
~ N
-�D
F--: U
x
ON
U
N U�
F-nx
0 m—
j aN�
�N>
N x
0
M �N
�00
000
O \-Qx
rn�
U
oCr
w
i� F- x
W)
0
\ o
cv
cV o
\ z
= U
O
z
V J
m U
U
fC)
> vJ Lu
U
Q
Z
Q
oC O
Lu Q Ir
<
C/) Iz C
LL
LLJ
LLJ
cc
>-_
H
0 Z
Q
QQ�
u) <
J
p
<
�
O
w
LL
z
Q
m
w
w
W
w
Q�
00
W
I— L
Q ui
�L
u
C
T
co
i
c
0
a-
U
V
-
Z U
O
Z
O
r a
Z
R
Lq
N
w
z
Z
W
(A0
O
3
o
z
Y
i
o
O
a
a
U
UZ
UZ
UZ
r
(
(If
cc
Q
Z
b O Ld
a o N Q
a o
UIUIUIUI m
� � � �
z z Z -I-
Sri,
J_ Q
D Z
a o Lo o �
�1--p(::) w
U (n i—n Qf
BENCHMARKS: (FROM W & H PACIFIC)
1. PI MONUMENT CENTERLINE OF OAKESDALE AVE. SW APPROX. 90'
SOUTH OF DRIVEWAY TO BOEING DAYCARE CENTER, TOP OF
MONUMENT=20.97"
2, INTERSECTION MONUMENT OAKESDALE AVE. SW AND SW 27TH
STREET TOP OF MONUMENT=19.28' (SEE SHEET C010)
AS -BUILT SET
NORTHWEST CONSTRUCTION 0 425-453-8380
RICK RIOS (FOREMAN) / JEFF NELSON (PM)
SCALE
40 0 20, 40 80
1 INCH = 40 FEET
R - O-q
�� pF W41W (iO
IONAL
FXPIRFS 05/11/ '
NOTE:
SS LAYOUT SURVEYED BY ESM. FOR SURVED STATION/OFFSETS,
SEE SHEET C610.
0
By Date,
By Date.
By: Date;
By. Date:
\%m
W
J
MD
W
E
j S=328509
m
i.
SANIIAKY SLWLK LINL� ANI= HVU UNLL55 UIFitKWISt_ INUIUAILU. HUbLIC SLWLK
LINES
SHALL BE INSTALLED WITHIN A 15' EASEMENT. PIPE SHALL BE CENTERED IN
EASEMENT WHEN FEASIBLE. IF NOT FEASIBLE MIN.
EASEMENT ON ONE SIDE SHALL
BE
5.0'.
2.
FOR STORM DRAIN SEE SHEET C500 & C501.
3.
NOT USED.
4.
NOT USED.
5.
NOT USED.
6.
SEE SHEET C001 FOR EXISTING AND PROPOSED
LEGEND AND ABBREVIATIONS.
7.
NOT USED.
8.
NOT USED.
9.
NOT USED.
10.
FOR SANITARY SEWER PIPE INSTALLATION SEE
1
C62
11,
CONTRACTOR SHALL PROVIDE SUMP PUMP FROM RETRACTABLE BOLLARDS TO
SANITARY SEWER LINE(SEE SECURITY DETAILS FOR
PUMP SIZE AND LOCATION)
12.
FOR SANITARY SEWER SLOPES, MATERIAL, AND
LENGTHS, SEE SHT. C610.
13,
NOT USED.
14.
SANITARY SEWER LINES ARE PRIVATE UNLESS OTHERWISE INDICATED.
CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAINTED GREEN TO IDENTIFY END OF
PIPE.
o- NOT USED.
O3 - NOT USED.
4a NOT USED.
NOT USED.
o- CONNECT TO 4" WASTE, SEE PLUMBING FOR CONTINUATION. IE = 22.00. DROP SS
LINE ® POINT OF CONNECTION, IE FOR 6" LINE = 18.00.
7- CONTRACTOR SHALL COORDINATE RIM ELEVATIONS WITH LANDSCAPE FINISHED GRADES.
RIM ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SET RIM
FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 & C501.
CONNECT TO 4" WASTE, SEE PLUMBING PLAN. IE = 18.50
10 6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS & (SEE SECURITY PLAN FOR
BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT/FT. 6" SS DRAIN
LINES SHALL HAVE COTG ® THE END & SHALL CONNECT TO THE SANITARY SEWER
MAIN USING SIDE SEWER CONNECTIONS. 3
C621
11
GAS SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL COORDINATE GAS SERVICE
LINE AND METER LOCATION WITH PUGET SOUND ENERGY.
12
CONNECT TO 6" SS, SEE PLUMBING FOR CONTINUATION. IE = 18.00.