HomeMy WebLinkAboutAPPROVED_KC I-Line_CCP_DC4_20260515PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE BY OTHERS
RELOCATE FEATURES BY OTHERS (METRO)
RELOCATE FEATURES BY CONTRACTOR
REMOVE BOLLARD(S) IF EMBEDDED IN NATIVE MATERIAL (NOT
CONCRETE).
SITE PREP GENERAL NOTES
SITE PREP NOTES
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
6
7
8
3
2
2
3
0
5
-
9
0
8
1
3
2
2
3
0
5
-
9
1
5
6
3
2
2
3
0
5
-
9
0
7
9
32230
5
-
9
0
7
9
32+
0
0
33+00
34+00 35+00
36+00
9.
2
'
4.5
'
6.
0
'
6.2
'
6.
1
'
9.1
'
4.5
4.6
CAR 34+04.45, 24.19' LT
CAR 33+32.27, 22.75' LT
CAR 33+85.69, 22.78' RT
CAR 33+32.00, 38.33' LT
CAR 33+58.05, 38.17' LT
CAR 33+85.39, 35.02' RT
CAR 33+63.09, 34.89' RT
CAR 33+85.54, 28.82' RT
CAR 33+62.94, 24.22' RT
CAR 33+57.66, 24.57' LT
1.8
'
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
0
6
0
1
3
8
9
\
1
C
4
.
1
0
.
d
w
g
|
L
a
y
o
u
t
:
1
C
4
.
1
2
PL
O
T
T
E
D
:
A
p
r
0
9
,
2
0
2
6
-
0
2
:
1
8
:
0
8
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
X
-
A
L
I
G
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
L
E
G
E
N
D
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
T
R
E
E
-
P
R
O
T
E
C
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
P
A
R
C
E
L
-
I
N
F
O
.
d
w
g
;
X
-
S
I
T
E
-
P
R
E
P
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
MILL
A
V
E
S
WE
L
L
S
A
V
E
S
(CAR-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
CAR 32+00 TO CAR 36+50
1C4.12
99
A. VILLAR
C. WILCOX
J. LIM
2158
3
1 CURB & GUTTER
1 CURB & GUTTER
2 RAILING & STEM WALL
R-421499
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
1
1
1 DCR #11 - SOOS CREEK COMMENTS AHV JYL 04-13-26
8 BOLLARD
04/28/26
DEVELOPMENT ENGINEERING
msippo 05/15/2026
PRESERVE AND PROTECT FEATURE AS NOTED
REMOVE FEATURE AS NOTED
PRESERVE AND PROTECT EXISTING TREE
REMOVAL OF FEATURE BY OTHERS (METRO)
REMOVE OR RELOCATE FEATURE BY OTHERS
RELOCATE FEATURES BY OTHERS (METRO)
RELOCATE FEATURES BY CONTRACTOR
REMOVE BOLLARD(S) IF EMBEDDED IN NATIVE MATERIAL (NOT
CONCRETE).
SITE PREP GENERAL NOTES
SITE PREP NOTES
1
1.SEE SHEET 1C4.00 FOR SITE PREPARATION GENERAL NOTES.
2
3
4
5
6
7
8
322305-9053
322305-9237
322305-9299
322305-9040
292305-9151
43+00
44+00
45+00 46+00
47+0010
+
0
0
11
+
0
0
//////////////////////////////////////////////////////////////////////////////
//
//
//
//
//
/
/
/
/
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//////////////////////////////
////////////////////////////////////////////////////////////////////////////////////////////////////////
////////////////////////////////////////////
//////////
////
//
//
//
//
//
//
//
//
//
//
//////////////////////////////////////////////////////////////////////
//
//
//////////
//
//
//
////////////
//
//
//
//
////
11
.
5
'
1.
9
'
4.
9
'
2.
1
'
9.
0
'
11.0'
5.0'
12.0'
CAR 45+40.36, 83.96' RT
7.
9
'
3.
1
'
CAR 45+71.02, 33.22' LT
CAR 43+83.81, 33.77' LT
CAR 45+99.81, 10.98' LT
CAR 44+72.17, 11.48' LT
CAR 44+52.69, 1.30' LT
CAR 43+97.19, 7.95' RT
CAR 46+15.67, 22.78' RT
CAR 44+05.73, 41.63' RT
CAR 43+83.86, 40.30' LT
CAR 43+87.12, 49.69' LT CAR 45+61.12, 43.19' LT
CAR 45+51.82, 45.74' LT
CAR 45+40.68, 45.61' LT
CAR 45+25.09, 49.70' LT
105TH 11+73.18, 26.00' RT
105TH 11+40.73, 30.42' RT
105TH 11+40.55, 28.37' RT
105TH 11+35.59, 5.91' LT
6.
4
'
CAR 44+44.84, 43.53' RT
8.
0
'CAR 45+24.33, 30.21' LT
PT
8.
0
'
CAR 44+47.60, 30.14' LT
PC
CAR 44+68.21, 50.17' RT
PC
R
6
.
0
'
R6.
0
'
5.
8
'
21
.
7
'
5.
5
'
CAR 43+43.58, 22.56' RT
CAR 45+67.16, 11.06' RT
CAR 45+66.63, 0.07' RT
CAR 46+15.73, 33.28' RT
PT
CAR 46+09.69, 39.35' RT
PC
CAR 45+92.80, 39.43' RT
PT
CAR 45+87.78, 41.98' RT
PC
CAR 44+86.29, 71.57' RT
PT
R1
2
6
1
.
0
'
R18.0'
CAR 43+82.83, 49.71' LT
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
c
h
2
m
h
i
l
l
_
a
v
0
5
9
7
5
3
\
d
0
6
0
1
3
8
9
\
1
C
4
.
1
0
.
d
w
g
|
L
a
y
o
u
t
:
1
C
4
.
1
3
PL
O
T
T
E
D
:
A
p
r
0
9
,
2
0
2
6
-
0
1
:
5
1
:
3
3
p
m
B
y
A
V
0
5
9
7
5
3
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
X
-
A
L
I
G
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
L
E
G
E
N
D
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
T
R
E
E
-
P
R
O
T
E
C
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
P
A
R
C
E
L
-
I
N
F
O
.
d
w
g
;
X
-
S
I
T
E
-
P
R
E
P
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
N
-
C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
10
5
T
H
P
L
S
E
(CAR-LINE)
RENTON SEGMENT
SITE PREPARATION PLAN
CAR 42+50 TO CAR 47+50
1C4.13
100
A. VILLAR
C. WILCOX
J. LIM
2 CURB & GUTTER2CURB
139R
3 138R
3
137R
3
136R
3 135R
3
134R
3
3
132R
3
131R
3
130R
3
1 PRIVATE SIGN
2 PAVEMENT MARKING
2CURB & GUTTER
2490
3
2489
3
2160
3
2159
2161
2 TRAFFIC ISLAND
(1
0
5
T
H
-
L
I
N
E
)
133R
2 CURB & GUTTER
2CURB
2PAVEMENT MARKING
2 MONITORING WELL
1 MONITORING WELL
2 MONITORING WELL
3
3
8 BOLLARD
R-4214100
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
1 DCR #11 - SOOS CREEK COMMENTS AHV JYL 04-13-26
1
1
04/28/26
DEVELOPMENT ENGINEERING
msippo 05/15/2026
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HERINAFTER AS "DISTRICT".
2.THE CONTRACTOR SHALL FURNISH THE DISTRICT A COPY OF THE CONSTRUCTION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION.
3.PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED.
4.FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE CONTRACTOR'S EXPENSE..
5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE CONTRACTOR IN ADDITION TO THE STANDARD
CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.
6.NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF ALL EASEMENTS.
7.ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE CONTRACTOR.
8.THE CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR SHALL
NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK.
9.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULE AT LEAST 48 HOURS IN ADVANCE.
10.ALL PIPE, FITTINGS, APPURTENANCES, AND MATERIALS REQUIRED FOR WATER MAIN CONSTRUCTION SHALL CONFORM TO SECTION 6.C. OF THE SOOS CREEK WATER AND SEWER DISTRICT - WATER AND SEWER
DESIGN AND CONSTRUCTION STANDARDS: https://www.sooscreek.com/DocumentCenter/View/142/-Water-Design-Criteria-PDF
SOOS CREEK WATER & SEWER DISTRICT - WATER NOTES
LEGEND
W
WATER METER
WATER MANHOLE
WATER LINE
SEWER LINE
FIRE HYDRANT
GATE VALVE
GATE VALVE
FIRE HYDRANT
THRUST BLOCK
GAS LINE
MONITORING WELL
WATER METER
SS
G
POWER LINEP
TELECOMMUNICATION LINET
W WATER LINE
EXISTING PROPOSED
SS SEWER LINE
POTHOLE LOCATION
G GAS LINE
REMOVE PIPE
ABANDON IN PLACE
ELECTRICAL CONDUIT
POLYPIG STATION
COUPLING
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
j
e
g
_
z
e
a
a
\
d
0
6
0
1
3
8
9
\
1
U
T
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
1
U
T
.
0
B
PL
O
T
T
E
D
:
A
p
r
2
3
,
2
0
2
6
-
0
1
:
1
7
:
1
2
p
m
B
y
Z
E
A
A
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
X
-
A
L
I
G
N
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
D
R
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
L
E
G
E
N
D
.
d
w
g
;
X
-
I
T
S
_
R
E
N
T
O
N
.
d
w
g
;
X
-
E
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
I
G
N
A
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
31815
P A U L M . TISSELL
R
EGIST E R E D
P
R
O
FE
SSIONA L E N G I N EER
STAT E O F WASHING
T
O
N
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
UTILITY
WATER NOTES & LEGEND
1UT.0B
191
I. VANBLANKENSTEIN
A. ZEA
P. TISSELL
S-421407 W-421407
WW
P
-
2
7
-
4
2
1
4
WT
R
-
2
7
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
1
DCR #11 - SOOS CREEK REVISIONS AJZ PMT 04-17-261
04/28/26
DEVELOPMENT ENGINEERING
msippo 05/15/2026
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
GENERAL NOTES
ADJUST EXISTING MANHOLE TO GRADE
RELOCATE UTILITY POLE (BY PSE)
RELOCATE VAULT (BY OTHERS)
RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
EXISTING UNDERGROUND TELECOM CONDUIT
EXISTING UNDERGROUND GAS MAIN (PSE)
ADJUST GAS VALVE (BY PSE)
RELOCATE GAS MAIN (BY PSE)
RELOCATE GAS MARKER (BY PSE)
RELOCATE UTILITY RISER (BY OTHERS)
REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
PROTECT EXISTING FEATURE IN PLACE
RELOCATE TRANSFORMER (BY PSE)
RELOCATE MANHOLE (BY OTHERS)
RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
FOR ABANDONMENT/REMOVAL OF CONDUIT SEE OTHER DISCIPLINE
UTILITY NOTES
24
25
26
27
28
29
40
41
45
48
47
49
50
42
20
44
56
57
58
23
59
60
61
32+
0
0
33+00
34+00 35+00
36+00
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
j
e
g
_
z
e
a
a
\
d
0
6
0
1
3
8
9
\
1
U
T
.
1
0
.
d
w
g
|
L
a
y
o
u
t
:
1
U
T
.
1
2
PL
O
T
T
E
D
:
A
p
r
2
3
,
2
0
2
6
-
0
1
:
0
7
:
0
9
p
m
B
y
Z
E
A
A
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
L
E
G
E
N
D
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
X
-
A
L
I
G
N
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
D
R
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
E
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
T
S
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
I
G
N
A
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
S
o
o
s
C
r
e
e
k
W
a
t
e
r
P
i
p
e
N
e
t
w
o
r
k
.
d
w
g
;
S
o
o
s
C
r
e
e
k
S
e
w
e
r
P
i
p
e
N
e
t
w
o
r
k
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
31815
P A U L M . TISSEL
L
R
EGIST E R E D
P
R
O
F
E
SSIONA L E N GIN EER
STAT E O F WASHIN
G
T
O
N
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
MILL
A
V
E
S
WE
L
L
S
A
V
E
S
(CAR-LINE)
RENTON SEGMENT
UTILITY PLAN
CAR 32+00 TO CAR 36+50
1UT.12
203
I. VANBLANKENSTEIN
A. ZEA
P. TISSELL
50
50
EX ROW
EX ROW
292827
50 28
50
50
S-421419 W-421419
WW
P
-
2
7
-
4
2
1
4
WT
R
-
2
7
-
4
2
1
4
20" DI W
20
"
D
I
W
10" RESERVOIR PVC DRAIN LINE DIRECTLY ABOVE 20" DI W
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
EXPOSE FIRE HYDRANT VALVE BOX
1
DCR #11 - SOOS CREEK REVISIONS AJZ PMT 04-17-261
04/28/26
DEVELOPMENT ENGINEERING
msippo 05/15/2026
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
GENERAL NOTES
ADJUST EXISTING MANHOLE TO GRADE
RELOCATE UTILITY POLE (BY PSE)
RELOCATE VAULT (BY OTHERS)
RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
EXISTING UNDERGROUND TELECOM CONDUIT
EXISTING UNDERGROUND GAS MAIN (PSE)
ADJUST GAS VALVE (BY PSE)
RELOCATE GAS MAIN (BY PSE)
RELOCATE GAS MARKER (BY PSE)
RELOCATE UTILITY RISER (BY OTHERS)
REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
PROTECT EXISTING FEATURE IN PLACE
RELOCATE TRANSFORMER (BY PSE)
RELOCATE MANHOLE (BY OTHERS)
RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
FOR ABANDONMENT/REMOVAL OF CONDUIT SEE OTHER DISCIPLINE
PLANS.
UTILITY NOTES
24
25
26
27
28
29
40
41
45
48
47
49
50
42
20
44
56
57
58
23
59
60
61
62
F
F
C
PB
43+00
44+00
45+00 46+00
47+0010
+
0
0
11
+
0
0
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
j
e
g
_
z
e
a
a
\
d
0
6
0
1
3
8
9
\
1
U
T
.
1
0
.
d
w
g
|
L
a
y
o
u
t
:
1
U
T
.
1
3
PL
O
T
T
E
D
:
A
p
r
2
3
,
2
0
2
6
-
0
1
:
2
0
:
5
6
p
m
B
y
Z
E
A
A
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
L
E
G
E
N
D
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
X
-
A
L
I
G
N
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
D
R
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
E
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
T
S
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
I
G
N
A
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
S
o
o
s
C
r
e
e
k
W
a
t
e
r
P
i
p
e
N
e
t
w
o
r
k
.
d
w
g
;
S
o
o
s
C
r
e
e
k
S
e
w
e
r
P
i
p
e
N
e
t
w
o
r
k
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
31815
P A U L M . TISSELL
R
EGIST E R E D
P
R
O
FE
SSIONA L E N G I N EER
STAT E O F WASHING
T
O
N
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
SE CARR RD
105
T
H
P
L
S
E
(CAR-LINE)
RENTON SEGMENT
UTILITY PLAN
CAR 42+50 TO CAR 47+50
1UT.13
204
I. VANBLANKENSTEIN
A. ZEA
P. TISSELL
EX ROW
EX ROW
50
50
50
28 50
29 50
50
5028
5029
5027
50
5029
5028
5028
20
20
48
20
40
8
8
28
5028
ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE.
WATER NOTES
8
19 ADJUST WATER METER TO FINISHED GRADE.
1920
20
20 SEE LANDSCAPE DRAWINGS FOR IRRIGATION RESTORATION
REQUIREMENTS.
EX ROW
PROPOSED ROW
47
50 62
62
S-421420 W-421420
WW
P
-
2
7
-
4
2
1
4
WT
R
-
2
7
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
SEE INTERCONNECT PLANS
FOR REMOVAL
SOOS CREEK TO PROVIDE NEW CASTINGS AS
NEEDED FOR MANHOLE TO BE ADJUSTED
SOOS CREEK TO PROVIDE NEW CASTINGS AS
NEEDED FOR MANHOLE TO BE ADJUSTED
SOOS CREEK TO PROVIDE NEW CASTINGS AS
NEEDED FOR MANHOLE TO BE ADJUSTED
FIRE HYDRANT TO BE
RELOCATED BY SOOS CREEK
SOOS CREEK TO
PROVIDE NEW
VALVE BOX TOP
AND COVER AS
NEEDED
SOOS CREEK TO PROVIDE NEW VALVE
BOX TOP AND COVER AS NEEDED
1
DCR #11 - SOOS CREEK REVISIONS AJZ PMT 04-17-261
1
1
04/28/26
DEVELOPMENT ENGINEERING
msippo 05/15/2026
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
GENERAL NOTES
ADJUST EXISTING MANHOLE TO GRADE
RELOCATE UTILITY POLE (BY PSE)
RELOCATE VAULT (BY OTHERS)
RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
EXISTING UNDERGROUND TELECOM CONDUIT
EXISTING UNDERGROUND GAS MAIN (PSE)
ADJUST GAS VALVE (BY PSE)
RELOCATE GAS MAIN (BY PSE)
RELOCATE GAS MARKER (BY PSE)
RELOCATE UTILITY RISER (BY OTHERS)
REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
PROTECT EXISTING FEATURE IN PLACE
RELOCATE TRANSFORMER (BY PSE)
RELOCATE MANHOLE (BY OTHERS)
RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
FOR ABANDONMENT/REMOVAL OF CONDUIT SEE OTHER DISCIPLINE
UTILITY NOTES
24
25
26
27
28
29
40
41
45
48
47
49
50
42
20
44
56
57
58
23
59
60
61
F
F
23+00 24+00 25+00 26+00 27+00 28+00
W W W W W W W W W W W W W W W W
W
W
///
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
j
e
g
_
z
e
a
a
\
d
0
6
0
1
3
8
9
\
1
U
T
.
1
0
.
d
w
g
|
L
a
y
o
u
t
:
1
U
T
.
1
5
PL
O
T
T
E
D
:
A
p
r
2
3
,
2
0
2
6
-
0
1
:
0
8
:
1
9
p
m
B
y
Z
E
A
A
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
L
E
G
E
N
D
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
X
-
A
L
I
G
N
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
X
-
D
R
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
E
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
T
S
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
I
G
N
A
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
S
o
o
s
C
r
e
e
k
W
a
t
e
r
P
i
p
e
N
e
t
w
o
r
k
.
d
w
g
;
S
o
o
s
C
r
e
e
k
S
e
w
e
r
P
i
p
e
N
e
t
w
o
r
k
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
31815
P A U L M . TISSEL
L
R
EGIST E R E D
P
R
O
F
E
SSIONA L E N GIN EER
STAT E O F WASHIN
G
T
O
N
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
RENTON SEGMENT
UTILITY PLAN
105TH 23+00 TO 105TH 28+00
1UT.15
206
I. VANBLANKENSTEIN
A. ZEA
P. TISSELL
SE 180TH ST
(105TH-LINE)
50
EX ROW
EX ROW
50
50
8
49
WATER NOTES
8 ADJUST EXISTING WATER VALVE BOX TO FINISHED GRADE PER COR STD. PLAN 330.1.
REMOVE AND SALVAGE EXISTING FIRE HYDRANT.
REPLACE EXISTING FIRE HYDRANT WITH NEW FIRE HYDRANT AND CONNECT TO
EXISTING LATERAL. CONCRETE PAD & BEARING BLOCK PER SOOS CREEK WATER &
SEWER DISTRICT STD PLAN W-5. CONCRETE BLOCKING PER SOOS CREEK WATER &
SEWER DISTRICT STD PLAN W-1A & W-1B.
8
50
28 50
S-421422 W-421422
WW
P
-
2
7
-
4
2
1
4
WT
R
-
2
7
-
4
2
1
4
13
34
13
34
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
GATE IN PEDESTRIAN GUARDRAIL
PROVIDED TO PROVIDE 3' CLEAR
ACCESS AROUND HYDRANT. SEE DWG
1S1.25 & DETAIL D ON 1S6.02
EXPOSE FIRE HYDRANT
LEAD UP TO GATE VALVE
SOOS CREEK TO PROVIDE NEW VALVE
BOX TOP AND COVER AS NEEDED
SOOS CREEK TO PROVIDE NEW VALVE
BOX TOP AND COVER AS NEEDED
1
DCR #11 - SOOS CREEK REVISIONS AJZ PMT 04-17-261
04/28/26
DEVELOPMENT ENGINEERING
msippo 05/15/2026
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3.WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4.SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5.ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON-SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6.NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7.REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
GENERAL NOTES
ADJUST EXISTING MANHOLE TO GRADE
RELOCATE UTILITY POLE (BY PSE)
RELOCATE VAULT (BY OTHERS)
RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
EXISTING UNDERGROUND TELECOM CONDUIT
EXISTING UNDERGROUND GAS MAIN (PSE)
ADJUST GAS VALVE (BY PSE)
RELOCATE GAS MAIN (BY PSE)
RELOCATE GAS MARKER (BY PSE)
RELOCATE UTILITY RISER (BY OTHERS)
REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
PROTECT EXISTING FEATURE IN PLACE
RELOCATE TRANSFORMER (BY PSE)
RELOCATE MANHOLE (BY OTHERS)
RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
FOR ABANDONMENT/REMOVAL OF CONDUIT SEE OTHER DISCIPLINE
UTILITY NOTES
24
25
26
27
28
29
40
41
45
48
47
49
50
42
20
44
56
57
58
23
59
60
61
/
/
//
/
/
//
/
/
/
/
/
/
/
/
/
////////
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////
/
/
/
/
/
/
///
/
/
28+00 29+00 30+00 31+00 32+00 33+00
PI: 108TH 27+57.10
11
+
0
0
N8
9
°
3
8
'
5
0
"
E
20
0
.
0
0
'
108TH 32+13.38=
N: 162196.520
E: 1302938.144
186TH 12+00.00
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
C
AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO AFO
F
F
W
O
H
P
O
H
P
O
H
P
O
H
P
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
O
H
P
EX
I
S
T
I
N
G
1
0
'
W
A
T
E
R
E
A
S
E
M
E
N
T
RE
C
#
8
5
1
2
3
1
0
8
6
3
UDUD
EX ROW
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
j
e
g
_
z
e
a
a
\
d
0
6
0
1
3
8
9
\
1
U
T
.
2
0
.
d
w
g
|
L
a
y
o
u
t
:
1
U
T
.
1
6
PL
O
T
T
E
D
:
A
p
r
2
3
,
2
0
2
6
-
0
1
:
1
1
:
3
3
p
m
B
y
Z
E
A
A
XR
E
F
S
:
X
-
T
O
P
O
.
d
w
g
;
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
X
-
A
L
I
G
N
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
L
E
G
E
N
D
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
K
e
n
t
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
X
-
I
T
S
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
I
G
N
A
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
E
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
R
E
N
T
O
N
.
d
w
g
;
X
-
D
R
_
R
E
N
T
O
N
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
31815
P A U L M . TISSEL
L
R
EGIST E R E D
P
R
O
F
E
SSIONA L E N GIN EER
STAT E O F WASHIN
G
T
O
N
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
SE
1
8
6
T
H
S
T
RENTON SEGMENT
UTILITY PLAN
108TH 28+00 TO 108TH 33+00
1UT.16
207
I. VANBLANKENSTEIN
A. ZEA
P. TISSELL
50
29
50
2850
50
28 50
29 50
2850
50
28 50
50
2850
50
PROPOSED TCE
EX ROW
50
11
EX ROW
WATER NOTES
11 REMOVE EXISTING VALVE BOX PER GENERAL NOTE 27 ON DWG 1UT.0A ONLY AFTER
WATER MAIN HAS BEEN REMOVED.
INSTALL NEW 10" DUCTILE IRON WATER MAIN.
INSTALL AND CONNECT TO EXISTING SOOS CREEK WATER & SEWER DISTRICT WATER
MAIN AFTER SUCCESSFUL PRESSURE TEST, CUBING, AND DISINFECTION PER SOOS
CREEK DESIGN AND CONSTRUCTION STANDARDS - WATER WITH 8" MJ SLEEVE AND 10"
DI SPOOL AS REQUIRED.
REMOVE EXISTING 10" DI WATER MAIN.
50
28
29
30
NOTIFY SOOS CREEK REPRESENTATIVES AT LEAST 72 HOURS IN ADVANCE OF ANY
CONSTRUCTION WORK. WORK SHALL NOT START UNTIL ALL MATERIAL, EQUIPMENT,
AND LABOR NECESSARY TO COMPLETE WORK IS ASSEMBLED ON THE SITE. WATER
MAIN WORK MUST BE COMPLETED IN ONE (1) WORKING DAY OR OVERNIGHT.
35
29
35
30
10" DI 45° HORZ. BEND, RJ
STA.29+87.22, 32.09' LT
10" DI 45° HORZ. BEND, MJ
W/ CONC. BLKG
STA.29+96.02, 23.71' LT
10" DI 45° HORZ. BEND, MJ
W/ CONC. BLKG
STA. 29+86.91, 46.79' LT
42 LF
28
S-421423 W-421423
WW
P
-
2
7
-
4
2
1
4
WT
R
-
2
7
-
4
2
1
4
35
29
28
35
35
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
1-10" GATE VALVE, MJxMJ
(STA. 29+80.47, 53.39' LT)
23
50
REATTACH/REPLACE OVERHEAD
POWER BY OTHERS (PSE)
REATTACH/REPLACE OVERHEAD
TELECOM BY OTHERS (ZAYO)
PROTECT WATER SERVICE AND MAIN, RELOCATE PSE UTILITY POLE AJZ PMT 02-09-261
DCR #11 - SOOS CREEK REVISIONS AJZ PMT 04-17-262
FIRE HYDRANT TO BE
REPLACED BY SOOS CREEK
WATER SERVICE AND METER
TO BE REPLACED BY SOOS
CREEK
2
2
2
1
1
04/28/26
DEVELOPMENT ENGINEERING
msippo 05/15/2026
15
20
30
0+20 0+40 0+50
15
20
30
0+20 0+40 0+50
15
20
30
21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+30
20
30
40
10+00 10+20 10+40
15
20
30
0+20 0+40 0+50
15
20
30
0+20 0+40 0+50
24
22
23
INSTALL NEW 1-1/2" HDPE SDR 21 SANITARY SEWER FORCE MAIN.
INSTALL 1-1/2" GATE VALVE WITH HDPE FUSIBLE ENDS AND REDUCER.
VERIFY EXISTING AND CONNECT TO EXISTING 1-1/2" PE SDR-PRESSURE RATED TUBE
WITH MECHANICAL COMPRESSION COUPLING.
REMOVE EXISTING 3" CASING AND GROUT TO ALLOW CONNECTION TO EXISTING 1-1/2"
PE SEWER FORCE MAIN.
DRAIN AND ABANDON EXISTING SANITARY SEWER FORCE MAIN IN PLACE.
INSTALL AND CONNECT TO EXISTING SOOS CREEK WATER & SEWER DISTRICT WATER
MAIN AFTER SUCCESSFUL PRESSURE TEST, CUBING, AND DISINFECTION PER SOOS
CREEK DESIGN AND CONSTRUCTION STANDARDS - WATER.
WATER & SANITARY SEWER NOTES
21
TEE ON
PROP 12" WM 445
450
460
0+20 0+40 0+60
EX 12" SD TO BE REMOVED
6" GATE VALVE
TEE ON PROP 12" WM
PER CORD STD PLAN 300.1
PROP GAS
EX WM TO BE REMOVED
PROP 12" DI SD
FG
EG
PROP FH
EX SS FM TO BE ABANDONED
TEE ON PROP 12" WM
PER COR STD PLAN 300.1
6" GATE VALVE
PROP GAS
EX WM TO BE REMOVED
FG
PROP FH
EG
TEE ON PROP 12" WM
PER COR STD PLAN 300.1
6" GATE VALVE
EX 12" CONC SD
PROP FH
FG
EG
EX 24" WM TEE
TO REMAIN
EX 6" GATE VALVE
TO REMAIN
PROP FH
FGEG
8" GATE VALVE
EX SD TO BE
REMOVED
PROP GAS
FG
EG
EX WM TO BE REMOVED
PROP 12" DI SD
EX SS FORCE MAIN TO BE
REMOVED AT CROSSING
25
29
28 2929
EX 12" CONC SD
EX
T
E
L
E
P
H
O
N
E
EX
T
E
L
E
P
H
O
N
E
EX
G
A
S
T
O
B
E
A
B
A
N
D
O
N
E
D
EX
P
O
W
E
R
T
O
B
E
A
B
A
N
D
O
N
E
D
EX
P
O
W
E
R
EX
T
E
L
E
P
H
O
N
E
EX
T
E
L
E
P
H
O
N
E
EX
G
A
S
T
O
B
E
A
B
A
N
D
O
N
E
D
EX
T
E
L
E
P
H
O
N
E
EX
T
E
L
E
P
H
O
N
E
EX
T
E
L
E
P
H
O
N
E
EX
G
A
S
T
O
B
E
A
B
A
N
D
O
N
E
D
EX
P
O
W
E
R
EX
T
E
L
E
P
H
O
N
E
EX
P
O
W
E
R
EX 12" CONC SD
EX WATER SERVICE
EXISTING 1-12" INSERTED INTO 3" W/ GROUT
BETWEEN ANNULAR SPACES PER RECORD
DRAWINGS
EX MANHOLE
EX 8" GRAVITY SEWER IE = 23.6'
EXISTING GROUND
EX
P
O
W
E
R
EX
P
O
W
E
R
EX
P
O
W
E
R
EX
P
O
W
E
R
FINISHED GROUND
ST
A
.
2
1
+
7
7
.
7
0
23
ST
A
.
2
1
+
8
2
.
2
3
22
ST
A
.
2
3
+
2
0
.
3
4
23
6" MIN
21 25
150 LF OF 1-12" DR 9 HDPE
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
j
e
g
_
z
e
a
a
\
d
0
6
0
1
3
8
9
\
1
U
P
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
1
U
P
.
0
2
PL
O
T
T
E
D
:
A
p
r
2
3
,
2
0
2
6
-
0
1
:
1
2
:
2
4
p
m
B
y
Z
E
A
A
XR
E
F
S
:
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
X
-
L
E
G
E
N
D
.
d
w
g
;
X
-
U
T
_
P
R
O
F
_
R
E
N
T
O
N
.
d
w
g
IM
A
G
E
S
:
R
e
c
o
r
d
D
r
a
w
i
n
g
2
4
i
n
c
h
W
a
t
e
r
M
a
i
n
_
z
W
-
0
8
2
0
.
p
n
g
;
R
e
c
o
r
d
D
r
a
w
i
n
g
2
4
i
n
c
h
W
a
t
e
r
M
a
i
n
_
z
W
-
0
8
2
0
.
p
n
g
;
R
e
c
o
r
d
D
r
a
w
i
n
g
2
4
i
n
c
h
W
a
t
e
r
M
a
i
n
_
z
W
-
0
8
2
0
S
e
t
a
b
6
5
a
2
d
e
.
p
n
g
;
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
31815
P A U L M . TISSEL
L
R
EGIST E R E D
P
R
O
F
E
SSIONA L E N GIN EER
STAT E O F WASHIN
G
T
O
N
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
UTILITY PROFILES
1UP.02
210
I. VANBLANKENSTEIN
A. ZEA & S. NIMS
P. TISSELL
20'40'
HORIZONTAL SCALE
0'
10'20'
VERTICAL SCALE
0'
S GRADY WAY
SS FORCE MAIN PROFILE K
1UT.03 - 1UT.04
S GRADY WAY
8-INCH WS RELOCATION I
1UT.03
S GRADY WAY
FH-4 STA 24+16 PROFILE F
1UT.04
TALBOT RD S
FH-6 STA 11+10 PROFILE H
1UT.05
SOOS CREEK
WATER MAIN PROFILE J
1UT.16
S GRADY WAY
FH-3 STA 22+04 PROFILE E
1UT.03
S GRADY WAY
FH-5 STA 14+64 PROFILE G
1UT.04
S-421426 W-421426
WW
P
-
2
7
-
4
2
1
4
WT
R
-
2
7
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
1
DCR #11 - SOOS CREEK REVISIONS AJZ PMT 04-17-261
04/28/26
DEVELOPMENT ENGINEERING
msippo 05/15/2026