HomeMy WebLinkAboutS-293906Q
a
0
Z
a
W
z
J
Ll
U
z
0
U
W
W
0)
N
i
N
CL
O
°° Conc. to PVC Femco MH #14
e .�® nee s e• e A / O
z o�� X\
<90
LLI
°yam.
o O
ACCESS LIDS)
FOR LIFT STATION
ON CON C
6" Cl OVERFLOW PIP
E c�
�GQ
9,
F
Is
A
ORDER —s DETAIL
/.
/
/ SGN
OHP —
/ PP W/ PM &
ELEC CBNT
PP W/
XFMR
NO.
FORCE AM�AIN
a ®
�; .
009m e l
:S io
0
.J
~
O coz
I w Q
N
CD
� oQ
z
2144800731 2144800730
BEVERLY — BANKS, MADELON
THURSTON, ANNA E.
i W
I
I w Q
� oQ
W
I W �
a
�o
...........................................................
...............................
............................230
NOTE- :VERTICAL CLEARANCE BETWEEN SIDE SEWERS:
:AND OL YMPIC PETROLEUM PIPELINE SHALL BE A
MINIMUM OF 2 FEET.
:
............................EX. GROOD @ PIPE CENTERLINE
:.
220
..
...
OLYMPIC
: :plpE LINE _
: ERS =�
SIDE SEW
:......... :.
............................. 2.0'..... :...
......................MH
#..6.....:......
. �" ,19%
:
N 179109.54
E1295694.76
®LF ®�SPVC
20
NEW 54" MH
:...
HIS / DE SEWER TO. THE ET . ...:..........................
:.......R.
I.M= 2�± :
2 ..,
AS NOT INSTALLED A U T
- -
lE 8" N = 21666 2';
INSUFFICIENT CLEARANCE WITH
MH #3
OL Y P/C PIPELINE (THIS MAKES
E
.......N.1 798'4.99 ...:.............
THE .TEE - THAT WAS INSTALLED_'—
.........: :.........:...
.......
E 1295699.03
A T THE SEWER : 4/N
NEW 54 ®' MH
UNUSABLE)
RIM= - . _ 218.18
......./E 8 ".S-= m198-86- - 2 ....................................................................
...............................
200
.
lE 15" N - 20&28 208.49-
lE 15'E ®m98.48- 208.39
TRIAD
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
DMC
DATE APPR APPROVED:
LH
SCALE:
1 " =20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD NAD 1983/183/1 991
HORIZO ...::.:. CITY OF
-
NTAL: <►
R EN TON
DATUM
Planning /Building /Public Works Dept.
NOMENE
m
17
cn
N
W