HomeMy WebLinkAboutS-35360330' I
GENERAL NOTES:
A. CONTRACTOR TO VERIFY SIZE AND MATERIAL OF PIPING
PRIOR TO CONSTRUCTION.
30"
B. BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS.
COMPACT TO 95% MDD PER ASTM D1557.
1� C. RESTORE AC PAVEMENT IN ACCORDANCE WITH CITY STD
PLAN HR -23.
y- D. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON
RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING
UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR SHALL
VERIFY THE LOCATION OF ALL EXISTING UTILITIES
AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK.
k'
�1'';� E. CONTRACTOR SHALL MAINTAIN OPERATIONS WITHIN THE
LIMITS OF CONTRACTOR OPERATIONS SHOWN ON THE
PLANS.
ly
F. ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING
CONDITIONS AT THE CONCLUSION OF THE PROJECT.
r�-
/ G. CONTRACTOR 15 RESPONSIBLE FOR OBTAINING REQUIRED
V PERMITS AND IMPLEMENTING EROSION CONTROL
c MEASURES IN ACCORDANCE WITH KING COUNTY AND CITY
STANDARDS AND THESE PLANS AND SPECIFICATIONS.
.- -w
e I
H. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL AREAS OF
THE SITE FOR CITY PERSONNEL AT ALL TIMES.
1� I. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING,
5 GATES, AND LOCKS AS REQUIRED TO MAINTAIN SITE
SECURITY AND SAFETY AT ALL TIMES.
- -�;z
I\
I
i
yr
I� 1
----------------
7
Coo
I,
i i I I
ii -VOL. :74/52 -53
3 4 5
Ll
m
(� j C3 RIM 26362 1 > o '' ld
4 CPE (S1). 26152
CN RI 2E8 6
CB RN 29 92 � ! It 6 C� E P -2 -0 2
rc CPEI(NI.,S)255.92 t �I IE 12(PB(6 S1) -2-21 C, CATV
) / r.
ni iv., k
T
A
5 ,z
— �. nLx �. _— CON,, -
j....
�II
conic ,y ,. � I � � / d �,rLa
S�1H Idly 2730
Py3 CI OINL6PCE!) -2-130
G_C.FNL 9P..(S) -VB30
N-185465 .70V
,w?09 2se
cLE'✓ =260.69
N SS fil 20084
GL � 8 "CCNC(F �" =24599
I
3G' 1 30'
v
11,
ow FF
12
-- —L — -
A V
�s
'_
Ca V 24j.i2
It e PEP( 1) 30.62 —
12"C PF"(N',S) 23,.02
3 SSEUi
N
CO . "Wil
c`
1-ZE
1304 0 810
v`t ssa _ 1
f
—
,
,
I,
0
00AC J'Jb C0 C
I
/
{ w
C 41 La oO
d
S
.L 7 '( -24-.4
> 1i
.
3 2 —
C,
13 T t!'i
Jz
- -�;z
I\
I
i
yr
I� 1
----------------
7
Coo
I,
i i I I
ii -VOL. :74/52 -53
3 4 5
Ll
m
(� j C3 RIM 26362 1 > o '' ld
4 CPE (S1). 26152
CN RI 2E8 6
CB RN 29 92 � ! It 6 C� E P -2 -0 2
rc CPEI(NI.,S)255.92 t �I IE 12(PB(6 S1) -2-21 C, CATV
) / r.
ni iv., k
T
A
5 ,z
— �. nLx �. _— CON,, -
j....
�II
conic ,y ,. � I � � / d �,rLa
S�1H Idly 2730
Py3 CI OINL6PCE!) -2-130
G_C.FNL 9P..(S) -VB30
N-185465 .70V
,w?09 2se
cLE'✓ =260.69
N SS fil 20084
GL � 8 "CCNC(F �" =24599
I
3G' 1 30'
v
11,
ow FF
12
-- —L — -
A V
�s
'_
Ca V 24j.i2
It e PEP( 1) 30.62 —
12"C PF"(N',S) 23,.02
3 SSEUi
N
CO . "Wil
c`
1-ZE
1304 0 810
e✓ 2_a _
—
,
P
�
0
00AC J'Jb C0 C
I
'C
I\
I
i
yr
I� 1
----------------
7
Coo
I,
i i I I
ii -VOL. :74/52 -53
3 4 5
Ll
m
(� j C3 RIM 26362 1 > o '' ld
4 CPE (S1). 26152
CN RI 2E8 6
CB RN 29 92 � ! It 6 C� E P -2 -0 2
rc CPEI(NI.,S)255.92 t �I IE 12(PB(6 S1) -2-21 C, CATV
) / r.
ni iv., k
T
A
5 ,z
— �. nLx �. _— CON,, -
j....
�II
conic ,y ,. � I � � / d �,rLa
S�1H Idly 2730
Py3 CI OINL6PCE!) -2-130
G_C.FNL 9P..(S) -VB30
N-185465 .70V
,w?09 2se
cLE'✓ =260.69
N SS fil 20084
GL � 8 "CCNC(F �" =24599
I
3G' 1 30'
v
11,
ow FF
12
-- —L — -
A V
�s
'_
Ca V 24j.i2
It e PEP( 1) 30.62 —
12"C PF"(N',S) 23,.02
3 SSEUi
N
1C(Q 2 e 12
Ll
`IEG 8(^InN {9'4J 73,0.
1
10 9 e
1
1
�, D2F�ITti �.G FACiLTTY %
iRAC1' A /
�\ LIMITS OF CONTRACTOR
OPERATIONS
c
VALVE VAULT
ui o 0 0 o
- PAW ST/T0'v 1 03.;j
--t r3c11 7 IF
CO . "Wil
c`
1-ZE
1304 0 810
e✓ 2_a _
—
,
P
�
0
00AC J'Jb C0 C
I
'C
C 41 La oO
d
.L 7 '( -24-.4
°
3 2 —
1C(Q 2 e 12
Ll
`IEG 8(^InN {9'4J 73,0.
1
10 9 e
1
1
�, D2F�ITti �.G FACiLTTY %
iRAC1' A /
�\ LIMITS OF CONTRACTOR
OPERATIONS
c
VALVE VAULT
ui o 0 0 o
- PAW ST/T0'v 1 03.;j
--t r3c11 7 IF
0
>�
TJ
i
caw
1
c`
1-ZE
1304 0 810
e✓ 2_a _
,
i
1
I
'C
I�
C,
13 T t!'i
6 {�
ll` J
E�E'Ei:
�5/
•�
0
>�
TJ
i
caw
EXISTING WESTVIEW
LIFT STATION
5- 353603
I
1
c`
1-ZE
1304 0 810
e✓ 2_a _
,
C,
EXISTING WESTVIEW
LIFT STATION
5- 353603
I