HomeMy WebLinkAboutS-328502V
N
M
0
U
:o
N
C
0
.4,
C
L
v
X
N
M
C
0
C
0
�I
N
M
N
x
N
M
N
U
n
X
N
M
x
0
a
X
CL
X
r
r
N
M
N
N
M
N
M
U
x
N
M
x
N
M
x
r-
N
M
N
0
a
x
N
M
a,
CL
N
x
p N
(D M
U
CD x
Q
N
cp M
3 Q_
~ .E V
O
-01
N
N TM
�- E X
o 0�
4. v N
>
r r
N N
0
v
Lo
�0
o°
N X
r
i'` �
V
/ D
—
in
• ' li
LA.;
;
i� a X
L
1
o Y
0 Qa
C/) m U U 0 > W Z a: z O
3
Q w Q�
ac �
wU.w
w u- [C J
0 Z
0- Q cQ
a
C/) w U. Lu
L oa
0 w
z
co
w
W
U) CL
�
V
a:
Q 3
cc�V
w CL
'`
c"
w
LL V
05
N.",
c"
C
IL
i
Rp'
a
d
T.iY
Q
0
m
0
cn
Ix
e
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)
CNP
pm
� SEE SHEET C600 �
ao�
0
0
woo "mom "New
agoomp
momwAm
CD ooe
0
0
CD
dc 00;100
i
i
III II_I!I _
NORTH
aD
IL
SCALE
40 0 20 40 80
1 INCH = 40 FEET
ROLL 20.E
J
1. SANITARY SEWER LINES ARE PVC UNLESS OTHERWISE INDICATED. PUPL IC SEWER
TUNES 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 SEF SHEET C500 & C501
S NC
4. NO'I USEU
S• 4 j 425!5 zr
KEY NOTES:
CONTRACTOR SHALL INSTALL 2 X 4 MARKER PAIN' ED GREEN TO IDENTIFY END OF
PIPE.
�— NOT USED.
t3 — NOT USED.
NOT USED.
1SFF)
5.
NOT USED.
VIA--;- SF.1 PLUMBING FOR rnNTINUATION IE = 22.00 nROP SS
�..Nt JIN V � OF
CONNECTION, IE FOR 6" l_�n�r 1$.00.
6.
SEE SHEET C001 FOR EXISTING
AiND PROPOSED LEGEND AND ABBREVIATIONS.
CONTRAC OR �o -
:OORDINATF RIM F^LF'VA'YION` MTH LANDSCAPE' FINISHED GRADES
7.
NOT USED.
RIM ELEVATIONS
ARE SHOWN FOR REFERENCE ON0. CON I K- ►' I SE7 RIM
$.
NOT USED.
FLUSH WITH FINISHED GRADE AS SHOWN ON SHEETS C500 & C50
9.
NOT USED
CONNECT TO 4"
WASTE, SEE PLUMBING PLAN. IE = 21.00
1
A TION SEF
10
6" SS TO CONNECT TO RETRACTABLE BOLLARD DRAINS do UVSS DRAIN (SEE SECURITY
11.
CONTRACTOR SHAD PROVIUI
%0 JMI (%UM RETRA( TABLF 130 ARDS TO
PLAN FOR BOLLARD DETAIL). MINIMUM SLOPE ON DRAIN SHALL BE 0.0050 FT/FT. 6"
SANITARY SEWER LINE(SEE SECURITY DETAILS FOI1 PUMP SA;/ w+ v a nnnl ;
SS DRA N LINES SHALL HAVE COTG O THE END do SHALL CONNECT TO THE SANITARY
SEWER k0AIN USING SIDF SEWER CONNECTIONS. 3
12.
FOR SANITARY SEWER SLOPES,
MATERIAL, AND LENGTHS, SE+ .t .
13.
NOT USED.
AS SHOW ' C*
INFORMATION ONLY. CON FRACTOR SHAI.1 COORDIAATE GAS SERVICE
M »,
_
INF ANn MF TFR
nV.A "ION NTH PUGET SOUND ENERGY
14.
0k
SANITARY SEWER ; .INES ARF PRIVATF UNLESS OTHERWISE INDICATED.
COI,- NEC 1
*kt NLUMLIft 1-01, )NTINUA nON. IE s i$
ww
-..
f
'SCAMEO MAY i 12006
a
1
4 I 4
46
I&
11 11
b
N V9
0 t4i
to
� 1
4