HomeMy WebLinkAboutS-269201NOTES:
1. FILL AND RECHANNEL THE INVERT OF THE
EXISTING MANHOLE VATH CONCRETE TO
PROVIDE SMOOTH MANMTION BETWEEN
n
5
T.23.5 E.
t'
—CORE 1;r OPENING
/ IN EMS_ MANHOLE, ,
f,
t�
k
if„ 8
SEE MOTES 3 AND
Ipm
11 b
4
S ,
s
tlV
W BEND —�-'
THE NEW SEWER AND THE EXISTING
J r
SEWER. SEE DETAIL 4 ON UT 21.
(. PROPOSED
GRADE
" PREVIOUS Y
T
3. SEE SANITARY SEWER MANHOLE DETAILS
1
ON UT6&31,TYP FOR NEW MANHOLES AND
11s J
!OORE,
PIPE BEDDING.
'
_ ........ I
3. NOTIFY OLYMPIC PIPELINE OF ANY
IN
CONSTRUCTION ACTWITIES WITHIN 100 FEET
OM
OF THEIR PIPELINE.
I w
4. REMOVE ME EXISTING SEPTIC TANK AM
w
At Aft
BUILDING SEWER BETWEEN THE EXISTING
bRb}MD i 7
4F BEND AND THE SEPTIC TANK ALSO
Xi
REMOVE THE EXISTING DRAIN FIELD (LOCATION
No ;
;-_
AND CONFIGURATION UNKNOWN)AS REQUIRED
F
FAQ ... ... .. »
TO CONSTRUCT THE NEW SIDE SEWER. BAOITFILL
'
.. •IiW�
THE SEPTIC TANK EXCAVATION TO YABCVE THE
-
I �� I
NEW SIDE SEWER WITH COMPACTED EXCAVATED
1 I I
I .
MATERAL BEFORE IN6TALLNIG THE SIDE SEWER
106 r
PLUG THE CUT ENDS OF ALL ABANDONED PFES.SEE
L_2_�
,.. AOE 9
6. SUBMIT EQUIPMENT WEIGHT, WHEEL MADE,
^^•- ...„,_ s
PRO 16 :. a
AND CROSSING LOCATIONS TO OLYMPIC
PIPELINE BEFORE CROSSNIG THEIR LINE WITH
ANY CONSTRUCTION OR HEAVY EQUIPMENT.
SUBMD MUST BE APPROVED BY OLYMPIC
PIPELINE BEFORE CROSSING THEIR PIPELINE.
TELEPHONE NUMBER 43633&7767.
6. SEE SIR UTD•00.01 FOR GENERAL NOTES
AND LEGEND.
]. USE COMMON BORROW COMPACTED TO
96% STANDARD COMPACTION FOR ALL
BACKMLL UNDER EXISTING AND PROPOSED
PAVEMENTS.
n
5
T.23.5 E.
t'
—CORE 1;r OPENING
/ IN EMS_ MANHOLE, ,
f,
t�
k
if„ 8
SEE MOTES 3 AND
Ipm
11 b
4
S ,
s
tlV
W BEND —�-'
o
100 - 1 �. I_..R d ®�...'... _I . .. .. y.
t` ¢ OROU D
�1 ( i
k _
I I
W 1- R \06! I_ RO jA
T� i } �
O6v
U1. aM ,
...._ 1 __ - - -- FF .. r ---------
_Rw0
w (NAND) �BS Ewa;' Oo 10X
L THOMPSON
m
FL.+T,.
1"6.74 �N6
�T 3s�64'.1].00 RT
IENO BHIE SEWER
70P `#PIPE EL t31 ]3
G
EANOUT AND W WYE
P OF PIPE EL a 137.04
EMSTING -SEPTIC TANN... ICY$,
ACCESS HATCHES, SEE
NOTE'4
- CONNECT TO MST BUILDING SEWER%
4F BEER, SEE NOTE 4 AND DETAIL I /�'
METING CLEAHOM,T UTT�)4
UIRS16
= 113.63
t �~
a M
NdIM 6CALE N FEET T
�. �,. 1
\ 146 I _ I C - -- i ...
ROUNG I
GLP�FPOUI. DHdUND
40
T0.0 It I �
t- 1 -- _ yr"' _
133
i
130
1 ....... ....... .. _D
136
I
in
....( .......... 1 i y_ ..i aw_
116
6 6 i 10
nnn VER111 SCALE IX'FEET...
1-5 TO SR 169
STAGE 2 -WIDENING
AND SR 516 INTERCHANGE
SEWER EXTENSION PLAN AND PRO�A
(. PROPOSED
GRADE
" PREVIOUS Y
1
11s J
J. I _
_RMi�'E•D? 4
4ST[._.Q _
_ ........ I
I 1 i
in
EXuskwo r
r I
I w
w
bRb}MD i 7
7[ X
Xi
No ;
;-_
F
FAQ ... ... .. »
». T
.. •IiW�
I' I
I �� I
I.' 1
1 I I
I .
I .
106 r
........ 1
r ,
,.. AOE 9
9X ___y. ^
^^•- ...„,_ s
PRO 16 :. a
a
o
100 - 1 �. I_..R d ®�...'... _I . .. .. y.
t` ¢ OROU D
�1 ( i
k _
I I
W 1- R \06! I_ RO jA
T� i } �
O6v
U1. aM ,
...._ 1 __ - - -- FF .. r ---------
_Rw0
w (NAND) �BS Ewa;' Oo 10X
L THOMPSON
m
FL.+T,.
1"6.74 �N6
�T 3s�64'.1].00 RT
IENO BHIE SEWER
70P `#PIPE EL t31 ]3
G
EANOUT AND W WYE
P OF PIPE EL a 137.04
EMSTING -SEPTIC TANN... ICY$,
ACCESS HATCHES, SEE
NOTE'4
- CONNECT TO MST BUILDING SEWER%
4F BEER, SEE NOTE 4 AND DETAIL I /�'
METING CLEAHOM,T UTT�)4
UIRS16
= 113.63
t �~
a M
NdIM 6CALE N FEET T
�. �,. 1
\ 146 I _ I C - -- i ...
ROUNG I
GLP�FPOUI. DHdUND
40
T0.0 It I �
t- 1 -- _ yr"' _
133
i
130
1 ....... ....... .. _D
136
I
in
....( .......... 1 i y_ ..i aw_
116
6 6 i 10
nnn VER111 SCALE IX'FEET...
1-5 TO SR 169
STAGE 2 -WIDENING
AND SR 516 INTERCHANGE
SEWER EXTENSION PLAN AND PRO�A