HomeMy WebLinkAboutP_SCT_Civilpart2of2_250114J:
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Know what's below.
before you dig.Call
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
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5
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150278.53
E00091E07 - AM. 25
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PROJECT NO.
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3925
C-131
RHT VUL
DRAINAGE
STANDARD NOTES
& DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOWS:
PASSING 8-INCH SQUARE SIEVE: 100%
PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAXIMUM
PASSING 3/4-INCH SQUARE SIEVE: 0 TO 10% MAXIMUM
3
C-131
BEVELED END SECTIONS
NOT TO SCALE
REFERENCE: CITY OF RENTON STD PLAN 221.00
1
C-131
SURFACE WATER STANDARD PLAN NOTES (1 OF 2)
NOT TO SCALE
REFERENCE: CITY OF RENTON STD PLAN 267.00
2
C-131
SURFACE WATER STANDARD PLAN NOTES (2 OF 2)
NOT TO SCALE
REFERENCE: CITY OF RENTON STD PLAN 267.10
4
C-131
ROCK PROTECTION AT OUTFALL
REFERENCE: CITY OF RENTON SURFACE WATER DESIGN MANUAL 2022
08/29/2025
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Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
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N
S
I
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N
150278.53
E00091E07 - AM. 25
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SITE NO.
PROJECT NO.
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3926
C-132
RHT VUL
DRAINAGE
STANDARD DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
1
C-132
CATCH BASIN TYPE 1
REFERENCE: CITY OF RENTON STD PLAN 200.00
2
C-132
50-FT DISPERSION TRENCH WITH NOTCHED BOARD
REFERENCE: CITY OF RENTON STD PLAN 224.00
08/29/2025
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Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
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C
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SITE NO.
PROJECT NO.
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3927
C-133
RHT VUL
DRAINAGE
STANDARD DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
1
C-133
TYPICAL STORM DRAIN TRENCH AND BACKFILL
REFERENCE: CITY OF RENTON STD PLAN 220.20
2
C-133
STORM DRAIN PIPE ZONE BEDDING AND COMPACTION - RIGID PIPE
REFERENCE: CITY OF RENTON STD PLAN 220.00
08/29/2025
NO
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WLWLWLWL
WL
WL
WL
W
L
WL
WL
GATE
PB
S
PB
S
G
G
PB
OP OP OP OP OP OP OP
OP
OP
OP
OP
OP
OP
OP OP OP OP OP OP OP
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP
OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT
O
P
O
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OP
OP
O
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APN 3323059057
33
4
389
3
9
2
3
9
1
38
9
38
8 387
386
384 383
382 381 379
378
379 378 377 376381
382383
384
3
8
1
37
9
378
3
7
7
3
7
6
37
4
3
8
2
3
8
3
3
8
9
379
390
3
9
0
385
380
380
375
38
5
3
8
0
PARCEL #0422059024 PARCEL
#0422059162
10
+
0
0
11+00
12+0
0
13
+
0
0
L2
L4
R/W
KC PARKS PROPERTY
KC PARCEL #3323059057
R/W
H
P
D
D
D
12
4
T
H
A
V
E
S
E
SE 192ND AVE
0+00
A1
A2
B1
BEGIN MFR DESIGNED BLOCK WALL A2
STA 0+00.00
END MFR DESIGNED BLOCK WALL A2
STA 0+32.73
BEGIN RETAINING WALL A1
STA 0+00.00
RETAINING WALL A1
PI STA 0+63.56
A-LINE
3
SEE SHEET C-141
SEWER EASEMENT
1
1
1
1
378379
38
0
38
1
38
2
38
3
38
6
38
7
38
8
38
9
380
38
5
381
382383
38
4
3
8
8
3
8
9
RETAINING WALL
WALL A1 PROFILE
375
380
385
390
375
380
385
390
0+000+500+75
MFR BLOCK WALL
WALL A2 PROFILE
375
380
385
390
375
380
385
390
0+000+500+75
EG
EG
3
7
6
.
8
EG
3
7
7
.
7
EG
3
7
9
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2
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FG
3
7
6
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6
FG
3
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6
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3
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1
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FG EG
EG
3
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0
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3
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0
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0
EGEG FG
FG
3
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1
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1
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FG
3
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2
.
4
5
FGFG
EG
FG AT FACE
OF WALL
EG
FG AT FACE
OF WALL
TRANSITION TO
ABUTMENT WALL
BEGIN WALL
BEGIN WALLSTA=0+12.00
PVI EL=379.15
END WALL
TRAIL FG=382.84STA=0+63.57
3
2
2
WALL A1
LINE #
A1
START STA
0+00.00
END STA
0+63.56
LENGTH
63.56
DIRECTION
N89° 38' 58.55"W
START (E, N)
(1308363.54,159875.35)
END (E, N)
(1308299.98,159875.74)
WALL A2
LINE #
A2
START STA
0+00.00
END STA
0+32.73
LENGTH
32.73
DIRECTION
N89° 38' 58.85"W
START (E, N)
(1308300.03,159883.74)
END (E, N)
(1308267.30,159883.94)LEGEND
SIDEWALK
BOARDWALK
ACP TRAIL
SHOULDER
MFR DESIGNED BLOCK WALL
DAYLIGHT FILL
DAYLIGHT CUT
DRAINAGE ARROW
LP
HP HIGH POINT
LOW POINT
>>>>DRAINAGE SWALE
STORM DRAIN PIPED
CROSS SLOPE TRANSITION
RETAINING WALL
SOLDIER PILE WALL
SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
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SEC. 33, T 23 N, R 5 E, W.M.
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
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SITE NO.
PROJECT NO.
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SE
1
9
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124TH AVE SE
SE
1
8
8
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H
P
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SCALE (IN FEET)
0 10 20 40
HORZ
28
C-140
RHT VUL
WALL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
KEY NOTES:
WALLS A1 AND A2 ALIGNMENTS ARE SHOWN AT
CENTERLINE AND EDGE OF TRAIL
RESPECTIVELY. SEE STRUCTURAL PLANS FOR
WALL WORKING POINTS TO ESTABLISH FACE OF
WALL OR CENTERLINE OF WALL AS APPLICABLE.
WALLS A1 AND A2 PROFILES ARE SHOWN TO
FINISH GRADE AT TRAIL CENTERLINE AND EDGE
OF TRAIL RESPECTIVELY. SEE STRUCTURAL
PLANS FOR TOP OF WALL ELEVATION.
CAST-IN-PLACE ABUTMENT WALL AT TRANSITION
BETWEEN BOARDWALK AND AT-GRADE TRAIL TO
BE PART OF WALL A1. SEE STRUCTURAL PLANS
FOR DETAILS.
1
2
3
08/29/2025
NO
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N
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T
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WL
WL
WLWLWLWLWLWLWLWL
GATE
PB PB
PB
OP OP OP
OP OP OP
OT OT OT
OP
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP
OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP
OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT
OP
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OP
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OP
OP
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OP
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GATE GATE
379
378
378
378
371
373
376379378377376374
3
7
6
37
4
37
3
377
374
376
379
37
3
375
3751
0
+
0
0
R/W
0+00 1+00 1+51A1B1 B2 B3
BEGIN MFR DESIGNED BLOCK WALL B1
STA 0+00.00
END MFR DESIGNED BLOCK WALL B1
STA 1+51.08
BEGIN SOLDIER PILE WALL B2
STA 0+00.00
END SOLDIER PILE WALL B2
STA 0+36.00
R/W
KC PARKS PROPERTY
SE 192ND AVE
BEGIN SOLDIER PILE WALL B3
STA 0+00.00
END SOLDIER PILE WALL B3
STA 0+09.45
1
1
1
1
1
1
378379
38
0
MFR BLOCK WALL
WALL B1 PROFILE
375
380
385
390
375
380
385
390
0+00 0+50 1+00 1+50 1+75
SOLDIER PILE
WALL B2 PROFILE
375
380
385
390
375
380
385
390
0+00 0+50 0+75
EG
EG
3
7
7
.
7
EG
3
7
6
.
8
EG
3
7
6
.
3
EG
3
7
6
.
0
EG
3
7
5
.
5
EG
3
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5
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1
EG
3
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5
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FG
3
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9
.
0
9
FG
3
7
8
.
9
1
FG
3
7
8
.
4
4
FG
3
7
8
.
1
3
FG
3
7
7
.
8
3
FG
3
7
7
.
7
1
FG
3
7
7
.
7
8
FG EG
EG
3
7
5
.
1
EG
3
7
4
.
9
EG EGFG
FG
3
7
7
.
7
8
FG
3
7
7
.
9
1
FG FG
SOLDIER PILE
WALL B3 PROFILE
375
380
385
390
375
380
385
390
0+00 0+50 0+75
EG
3
7
2
.
4
EG EGFG
FG
3
7
7
.
7
1
FG FG FG
EG AT FACE OF WALL
FG AT FACE OF WALL
EG AT FACE OF WALL
FG AT FACE OF WALL
BEGIN WALL
BEGIN WALL
EG AT FACE OF
WALL
FG AT FACE
OF WALL
BEGIN WALL
2
2
2
END WALL
FG=377.96END WALL
FG=377.78
STA=0+06.44
PVI EL=379.26
END WALL
WALL B2
LINE #
B2
START STA
0+00.00
END STA
0+36.00
LENGTH
36.00
DIRECTION
S89° 39' 38.48"E
START (E, N)
(1308518.18,159871.90)
END (E, N)
(1308554.18,159871.69)
TRAIL / A-LINE ALIGNMENT LINE DATA
LINE #
B1
START STA
0+00.00
END STA
1+51.08
LENGTH
151.08
DIRECTION
S89° 38' 51.41"E
START (E, N)
(1308367.10,159872.83)
END (E, N)
(1308518.18,159871.90)
WALL B1 WALL B3 ALIGNMENT CURVE DATA
CURVE #
B3
START STA
0+00.00
END STA
0+09.45
CHORD DIRECTION
N56° 45' 15.24"E
CHORD LENGTH
9.39
RADIUS
23.00
START (E, N)
(1308565.25,159873.27)
END (E, N)
(1308573.10,159878.41)
SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
J:
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2
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SEC. 33, T 23 N, R 5 E, W.M.
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
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O
N
150278.53
E00091E07 - AM. 25
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SITE NO.
PROJECT NO.
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39
NTS N
SE
1
9
2
N
D
S
T
124TH AVE SE
SE
1
8
8
T
H
P
L
SCALE (IN FEET)
0 10 20 40
HORZ
29
C-141
RHT VUL
WALL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
LEGEND
SIDEWALK
BOARDWALK
ACP TRAIL
SHOULDER
MFR DESIGNED BLOCK WALL
DAYLIGHT FILL
DAYLIGHT CUT
DRAINAGE ARROW
LP
HP HIGH POINT
LOW POINT
>>>>DRAINAGE SWALE
STORM DRAIN PIPED
CROSS SLOPE TRANSITION
RETAINING WALL
SOLDIER PILE WALL
KEY NOTES:
WALLS B1, B2, AND B3 ALIGNMENTS ARE SHOWN
AT NORTH EDGE OF PROPOSED SIDEWALK. SEE
STRUCTURAL PLANS FOR WALL WORKING
POINTS TO ESTABLISH FACE OF WALL AS
APPLICABLE FOR THE ASSOCIATED WALL TYPES.
WALLS B1, B2, AND B3 PROFILES ARE SHOWN TO
FINISH GRADE AT NORTH EDGE OF PROPOSED
SIDEWALK. SEE STRUCTURAL PLANS FOR TOP
OF WALL ELEVATIONS.
1
2
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
GA
T
E
S
G
A
T
E
O
P
OP
OP
O
P
O
P
OP
OP
O
P
O
P
O
P
OP
OP
O
P
O
P
OP
OP
O
P
O
P
OP
O
P
OP
OP
O
P
O
P
OP
OP
O
P
O
P
O
P
O
P
OP
OP
OP
O
P
OP
OP
OP
O
P
O
P
OP
OP
O
P
OP
OP
OP
O
P
O
P
OP
OP
O
P
O
P
OP
OP
O
P
OP
APN 3323059073
S
386
387
388
389
384
38
3
381
382
381
38
2
38
3
38
438
4
379
381
37
8
3
7
9
3
7
7
3
8
2
3
8
3
3
8
3
38
5
3
8
0
3
8
0
380
W W W W
3
1
+
0
0
3
2
+
0
0
33+00
D
D
>>>>>>>>
>>>>>>>>>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
H
P
LP
1+00
0+0
0
A3.3
A3
.
1
C
A3.2C
BEGIN WALL A3 STA 0+00.00
END WALL A3 STA 0+93.44
PRIVATE PROPERTY
KC PARKS PROPERTY WATER EASEMENT
382
381
3
8
0
3
8
1
3
8
2
3
8
3
3
8
4
383
38
2
383
38438
5
MFR BLOCK WALL
WALL A3 PROFILE
375
380
385
390
375
380
385
390
0+000+501+001+25
EG
EG
3
7
9
.
9
EG
3
8
0
.
2
EG
3
8
0
.
7
EG
3
8
1
.
5
EGEG FG
FG
3
8
3
.
6
6
FG
3
8
3
.
6
4
FG
3
8
3
.
7
8
FG
3
8
3
.
9
8
FG
3
8
4
.
5
1
FG
EG AT FACE OF WALL
BEGIN WALLTRAIL FG AT
FACE OF
WALL
END WALL
FG= 384.51
STA=0+11.09
PVI EL=383.56
2
WALL A3 ALIGNMENT LINE DATA
LINE #
A3.3
START STA
0+39.72
END STA
0+93.44
LENGTH
53.72
DIRECTION
N87° 34' 16.88"W
START (E, N)
(1307849.76,161853.87)
END (E, N)
(1307789.54,161856.43)
WALL A3 ALIGNMENT CURVE DATA
CURVE #
A3.1C
A3.2C
START STA
0+00.00
0+02.72
END STA
0+02.72
0+39.72
CHORD DIRECTION
N62° 26' 15.87"W
N74° 38' 38.96"W
CHORD LENGTH
2.72
36.69
RADIUS
108.0
82.0
START (E, N)
(1307887.55,161842.90)
(1307885.14,161844.16)
END (E, N)
(1307885.14,161844.16)
(1307849.76,161853.87)
SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
J:
\
R
1
5
0
2
7
8
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5
3
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,
2
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2
5
8
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0
1
p
m
SEC. 33, T 23 N, R 5 E, W.M.
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
O
S
C
R
E
E
K
T
R
A
I
L
SITE NO.
PROJECT NO.
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w
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a
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c
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17
0
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7
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2
0
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5
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A
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K
S
39
NTS N
SE
1
9
2
N
D
S
T
124TH AVE SE
SE
1
8
8
T
H
P
L
SCALE (IN FEET)
0 10 20 40
HORZ
30
C-142
RHT VUL
WALL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
LEGEND
SIDEWALK
BOARDWALK
ACP TRAIL
SHOULDER
MFR DESIGNED BLOCK WALL
DAYLIGHT FILL
DAYLIGHT CUT
DRAINAGE ARROW
HP HIGH POINT
>>>>DRAINAGE SWALE
STORM DRAIN PIPED
RETAINING WALL
SOLDIER PILE WALL
CONSTRUCTION NOTES:
WALL A3 ALIGNMENT IS SHOWN AT EDGE OF
TRAIL. SEE STRUCTURAL PLANS FOR WALL
WORKING POINTS TO ESTABLISH FACE OF WALL
AS APPLICABLE.
WALL A3 PROFILE IS SHOWN TO FINISH GRADE
AT EDGE OF TRAIL. SEE STRUCTURAL PLANS
FOR TOP OF WALL ELEVATIONS.
EXISTING WATER MAIN SHOWN WAS NOT
SURVEYED. RECORD DRAWINGS INDICATE
EXISTING 8-INCH DUCTILE IRON WATER MAIN
SHOWN AS APPROXIMATE.
EXISTING WATER MAIN IS ASSUMED TO HAVE 3
FEET OF COVER. SEE STRUCTURAL PLANS FOR
WALL EMBEDMENT. THE CONTRACTOR SHALL
VERIFY DEPTH OF WATER PIPLINE PRIOR TO
WALL CONSTRUCTION, AND SHALL MEET
REQUIREMENTS OF SOOS CREEK WATER &
SEWER DISTRICT TO PROTECT THE PIPLINE.
1
2
3
4
08/29/2025
NO
T
F
O
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C
O
N
S
T
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T
I
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N
CL
3:1 TYP
3:1 T
Y
P
3:1 T
Y
P
(
*
*
)
3:1 T
Y
P
3:1 T
Y
P
8' - 9'
PAVED TRAIL
8'
PAVED TRAIL
2'
SHLDR
EXISTING ROAD
EXISTING ROAD
EXISTING ROAD
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
VARIES
2
C-201
TYPICAL SECTION
NOT TO SCALE
A-LINE / TRAIL STA 10+35.96 TO 11+02.53
4
C-201
TYPICAL SECTION
NOT TO SCALE
A-LINE / TRAIL STA 12+15.67 TO 30+50
3
C-201
TYPICAL SECTION
NOT TO SCALE
A-LINE / TRAIL STA 11+02.53 TO 12+15.67
1
C-201
TYPICAL SECTION
NOT TO SCALE
B-LINE / SIDEWALK STA 50+00.00 TO 52+50.00
5
C-201
TYPICAL SECTION
NOT TO SCALE
A-LINE / TRAIL STA 30+50 TO 32+84.64
PROFILE
GRADE
3:1 T
Y
P
FILL SECTION WITH RETAINING WALL
1
2
3
9
9
9
9
9
3
3
3
10
5
12
7
12
1
2
12
1.5%
2%
2% (**)
2%
6'
PAVED TRAIL
2'
SHLDR
8'
11
2%
6'
PAVED TRAIL
2'
SHLDR
6'
PAVED TRAIL
6'
PAVED TRAIL
8
CL
CL
CL
CL
12' (*)
16' - 17' (*)
6.5'7
6
16'
1
2' CLR
4
4
4
4
4
CL
E
A
R
I
N
G
L
I
M
I
T
CL
E
A
R
I
N
G
L
I
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I
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PE
R
P
L
A
N
S
,
T
Y
P
.
13
CL
E
A
R
I
N
G
L
I
M
I
T
CL
E
A
R
I
N
G
L
I
M
I
T
PE
R
P
L
A
N
S
,
T
Y
P
.
13
(*) WIDTH OF PAVED TRAIL TRANSITIONS FROM 16' TO 12' BETWEEN
STATION 12+15 AND STATION 13+34
(**) FOR A-LINE / TRAIL STATION 12+50 TO 16+00, SIDE SLOPE SHALL BE
FLATTER THAN 20:1
3:1 SLOPE WIDTH VARIES
APPROXIMATELY FROM 1' - 4.2'
1'
DRAINAGE DITCH
BOTTOM
2'
MIN.10
5
8
2'
MIN.
10
5
8
12
(*) BETWEEN TRAIL STATION 11+12.08
AND 12+15.47, TRAIL WIDTH VARIES TO
MEET EXISTING ROAD PER PLAN.
(**) TRAIL CROSS SLOPE TRANSITION
FROM 1.5% DOWN TO THE LEFT AT
STATION 11+02.53 TO 2% DOWN TO THE
RIGHT AT STATION 11+43.44
8'
1'
(A-LINE)(B-LINE)
(A-LINE)
(A-LINE)
(A-LINE)
WALL A2
12' (*)
WALL A1
14
3:1 T
Y
P
3:1 T
Y
P
EXISTING GROUND
6
C-201
TYPICAL SECTION
NOT TO SCALE
A-LINE / TRAIL STA 32+84.64 TO 33+94.79
FILL SECTION WITH RETAINING WALL
9
9
3
12
1
2
2%
5'
PAVED
TRAIL
1'
SHLDR
5'
PAVED
TRAIL
CL
1
VARIES 1' - 2'
4
4
CL
E
A
R
I
N
G
L
I
M
I
T
CL
E
A
R
I
N
G
L
I
M
I
T
PE
R
P
L
A
N
S
,
T
Y
P
.
13
3:1 SLOPE WIDTH VARIES
APPROXIMATELY FROM 1' - 3'
1' (*)
DRAINAGE DITCH
BOTTOM
7
(A-LINE)
WALL A3
10'
A-LINE / TRAIL STA 32+84.64 - 33+20
A-LINE / TRAIL STA 11+02.53 - 11+35.26
(*) BEGIN TRANSITION OF DRAINAGE DITCH
BOTTOM WIDTH FROM 1' TO 0' AT
APPROXIMATELY STATION 33+07.26.
12
1
7
WALL A3
VARIES 1' - 2'
(*) WIDTH OF PAVED TRAIL TRANSITIONS
FROM 12' TO 10' BETWEEN STATION
32+57.20 AND STATION 32+84.64
FILL SECTION WITH RETAINING WALL
A-LINE / TRAIL STA 32+30 - 32+84.64
4" CSBC 2
SHLDR VARIES 1'-2'
J:
\
R
1
5
0
2
7
8
.
5
3
-
S
o
o
s
C
r
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A
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D
2
5
\
1
0
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A
D
D
&
B
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1
0
.
1
A
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t
o
C
A
D
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1
5
0
2
7
8
5
3
C
-
2
0
1
.
d
w
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F
r
i
d
a
y
,
A
u
g
u
s
t
2
9
,
2
0
2
5
8
:
0
2
p
m
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
O
S
C
R
E
E
K
T
R
A
I
L
SITE NO.
PROJECT NO.
ww
w
.
h
u
i
t
t
-
z
o
l
l
a
r
s
.
c
o
m
17
0
0
7
t
h
A
v
e
n
u
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,
S
u
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t
e
2
0
7
5
Se
a
t
t
l
e
,
W
a
s
h
i
n
g
t
o
n
9
8
1
0
1
-
1
3
6
0
20
6
.
3
2
4
.
5
5
0
0
KI
N
G
C
O
U
N
T
Y
D
E
P
A
R
T
M
E
N
T
O
F
N
A
T
U
R
A
L
RE
S
O
U
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C
E
S
A
N
D
P
A
R
K
S
3931
C-201
RHT VUL
TRAIL AND
SIDEWALK CROSS
SECTION DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
CONSTRUCTION NOTES:
SURFACING - 4" COMPACTED DEPTH HMA
CLASS 3/8" PG. 58H-22
6" COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE PER WSDOT
STD SPEC 9-03.9(3).
STRUCTURAL FILL - GRAVEL BORROW
PER WSDOT 9-03.14(1), COMPACTED TO
95% OF THE MAXIMUM DENSITY AS
DETERMINED BY THE MODIFIED PROCTOR
TEST, ASTM D1557. DEPTH VARIES
PENDING SUBGRADE CONDITIONS.
GRAVEL SHOULDER - 4" COMPACTED
DEPTH CSTC, PER WSDOT STD SPEC
9-03.9(3).
CEMENT CONCRETE SIDEWALK AND
CEMENT CONCRETE CURB AND GUTTER,
PER WSDOT STD PLAN F-10.12-04. SEE
DETAIL 2 SHEET C-403.
CONCRETE BOARDWALK SURFACE. SEE
STRUCTURAL SHEETS FOR BOARDWALK
STRUCTURE DETAILS.
4-FOOT BLACK COATED CHAIN LINK
FENCE.
HMA CL 1/2 IN. PG 58H-22 MATCH EXISTING
THICKNESS OR 6.5" (WHICHEVER IS
GREATER).
SEE LANDSCAPE RESTORATION PLANS.
SAWCUT.
PEDESTRIAN RAILING, SEE STRUCTURAL
SHEETS FOR DETAILS.
RETAINING WALL, SEE SHEET C-140 FOR
WALL PLAN AND PROFILES. WALL IS
SHOWN AS SCHEMATIC ONLY. SEE
STRUCTURAL PLANS FOR WALL TYPE.
REMOVE ALL BRANCHES/ LIMBS UP TO 12'
ABOVE TRAIL SURFACE; CUT CLEAN &
FLUSH TO TRUNK
SIDEWALK W/ THICKENED EDGE. SEE
STRUCTURAL SHEETS FOR SIDEWALK
DETAILS.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
WLWLWLWLWLWL
WL
WL
WL
W
L
W
L
WL
WLWL
T
GATE
SS
GA
T
E
33
4
E-03
E-04
R-02
E-01
END 4" WIDE SOLID WHITE PAINTED
PAVEMENT MARKING
A-LINE STA = 13+34.2, 6.0 L
END 4" WIDE YELLOW
PAVEMENT MARKING
A-LINE STA = 11+78.8, 0.0 L
END 4" WIDE SOLID WHITE PAINTED
PAVEMENT MARKING
A-LINE STA = 13+34.2, 6.0 R
SEE ENLARGED PLAN BELOW
RESTORE EXISTING ROAD
PAVEMENT MARKINGS IMPACTED
BY CONSTRUCTION ACTIVITIES.
PROPOSED ROADWAY SIGN
SHOWN FOR REFERENCE
TYP. SEE CH-01 - CH-03
PARCEL
#3323059057
PARCEL
#3323059054
BEGIN PROPOSED
FENCE
END PROPOSED FENCE
293 LF 4" WIDE SOLID WHITE PAINTED
PAVEMENT MARKING, 6' OFFSET RIGHT
OF A-LINE STA (TYP). SEE CG SHEETS
FOR A-LINE GEOMETRY.
293 LF 4" WIDE SOLID WHITE PAINTED
PAVEMENT MARKING, 6' OFFSET LEFT
OF A-LINE STA (TYP). SEE CG SHEETS
FOR A-LINE GEOMETRY.
1
C-401
12.00'
THERMOPLASTIC WARNING BAND
SEE DETAIL 2 SHEET C-401
A-LINE
STA = 11+80.1, 0.0
EX. ROADWAY SIGN, TYP.
SEE CH-01 - CH-03
REMOVE EXISTING TRAIL
PAINTED WHITE STRIP
1
C-401
P-05
TO PAR
K
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12
4
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A
V
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S
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SE 192ND ST
9+00
10
+
0
0
11+00
12+0
0
13
+
0
0
END 4" WIDE YELLOW
PAVEMENT MARKING
A-LINE STA = 10+00.0, 0.0
SEWER EASEMENT
KC PARKS PROPERTY
R/WBEGIN PROPOSED FENCE
THERMOPLASTIC
WARNING BAND SEE
DETAIL 2 SHEET C-401
A LINE STA = 9+00
BEGIN 100 LF 4" WIDE YELLOW
PAVEMENT MARKING
A-LINE STA = 9+00.0, 0.0 R
WLWLWLWLWLWLWL
BEGIN 293 LF 4" WIDE SOLID WHITE
PAINTED PAVEMENT MARKING
A-LINE
STA = 10+42.2, 6.0 R
4" WIDE SOLID WHITE PAINTED
PAVEMENT MARKING
A-LINE STA = 10+50.9, 6' R
BEGIN 138 LF 4" WIDE YELLOW
PAVEMENT MARKING
A-LINE
STA = 10+39.2, 0.0
A-LINE STA = 10+48.9, 0'
BEGIN 293 LF 4" WIDE WHITE
PAINTED PAVEMENT MARKING
A-LINE
STA = 10+39.0, 6.0 L
R10'
R4'
A-LINE STA = 10+41.0, 0'
1
C-401
SEWER EASEMENT
SCALE (IN FEET)
0 10 20 40
HORZ
J:
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SEC. 33, T 23 N, R 5 E, W.M.
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
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N
S
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N
150278.53
E00091E07 - AM. 25
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SITE NO.
PROJECT NO.
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S
39
NTS N
SE
1
9
2
N
D
S
T
124TH AVE SE
SE
1
8
8
T
H
P
L
32
C-301
RHT VUL
TRAIL STRIPING &
SIGNING PLAN
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
SCALE (IN FEET)
0 2.5 5 10
HORZENLARGED PLAN
TRAIL SIGN REMOVAL / RELOCATION
EXISTING TRAIL SIGN TO REMAIN
PROPOSED TRAIL SIGN INSTALLATION
PROPOSED ROADWAY SIGN
EXISTING TRAIL SIGN
LEGEND
E-##
R-##
P-##
NOTES
1.SEE DWG G-002 FOR GENERAL LEGEND AND
ABBREVIATIONS. CONTRACTOR TO OBTAIN
ENGINEER APPROVAL PRIOR TO REMOVAL OF
ANY SIGN.
2.FOR SIGN CODE REFERENCES, SEE WSDOT SIGN
FABRICATION MANUAL. SEE WSDOT STANDARD
PLANS FOR SIGNING STANDARD DETAILS.
3.SEE TRAFFIC PLANS FOR SE 192ND ST
PROPOSED, EXISTING, AND
REMOVAL/REPLACEMENT ROADWAY SIGN
SCHEDULE. ROADWAY SIGNS SHOWN AS
REFERENCE.
PROPOSED TRAIL SIGN
EXISTING ROADWAY SIGN
SIGN SCHEDULE
SIGN #STA, OFFSET /
(N,E)
MUTCD
CODE DESCRIPTION SIZE
(INCHES)NOTES
E-01 (159694.58,
1308399.74)
W3-1 STOP AHEAD REPLACE SIGN WITH
PROPOSED P-05
R-02 (159722.08,
1308392.63)
BICYCLISTS MUST
DISMOUNT AHEAD
REMOVE SIGN
E-03 A-LINE: 9+44, 9' L SOOS CREEK TRAIL /
TRAIL RULES
EXISTING SIGN TO REMAIN
E-04 A-LINE: 9+90, 9' R R1-1 STOP EXISTING SIGN TO REMAIN
P-05 (159694.58,
1308399.74)
W3-3 SIGNAL AHEAD 18 X 18
08/29/2025
NO
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G
A
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GA
T
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GA
T
E
S
BEGIN 87 LF WHITE PAINT STRIPE
BEGIN TAPER
A-LINE
STA = 32+30.0, 6.0 R
BEGIN 87 LF WHITE PAINT STRIPE
A-LINE
STA = 32+28.5, 6.0 L
A-LINE STA = 33+01.0, 5' L
END WHITE PAINT STRIPE
A-LINE
STA = 33+15.0, 5.0 R
R50'
R118'
R92'
BEGIN 71 LF
YELLOW STRIPE
STA = 34+04.5, 0' R
WARNING BAND
SEE DETAIL 2 SHEET C-401
A-LINE
STA = 33+32.5
END PROPOSED
FENCE
BEGIN PROPOSED 6-FT
CHAINLINK FENCE
END PROPOSED 6-FT
CHAINLINK FENCE
BEGIN PROPOSED FENCE
PARCEL #3323059039
KC PARCEL #3323059073
PAINT SYMBOL PAINT SYMBOL
S
E
1
8
6
T
H
S
T
END TAPER
STA = 32+69.9, 5' R
33+00
34
+
0
0
KING COUNTY PARKS PROPERTY
END 87 LF WHITE PAINT STRIPE
A-LINE
STA = 33+15.0, 5.0 L
PARCEL #6199600180
WATER EASEMENT
R
/
W
R/W
SCALE (IN FEET)
0 5 10 40
HORZ
J:
\
R
1
5
0
2
7
8
.
5
3
-
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,
2
0
2
5
8
:
0
2
p
m
SEC. 33, T 23 N, R 5 E, W.M.
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
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SITE NO.
PROJECT NO.
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1
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2
N
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124TH AVE SE
SE
1
8
8
T
H
P
L
33
C-302
RHT VUL
TRAIL STRIPING &
SIGNING PLAN
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
TRAIL SIGN REMOVAL / RELOCATION
EXISTING TRAIL SIGN TO REMAIN
PROPOSED TRAIL SIGN INSTALLATION
PROPOSED ROADWAY SIGN
EXISTING TRAIL SIGN
LEGEND
E-##
R-##
P-##
NOTES
1.SEE DWG G-002 FOR GENERAL LEGEND AND
ABBREVIATIONS. CONTRACTOR TO OBTAIN
ENGINEER APPROVAL PRIOR TO REMOVAL OF
ANY SIGN.
2.FOR SIGN CODE REFERENCES, SEE WSDOT SIGN
FABRICATION MANUAL. SEE WSDOT STANDARD
PLANS FOR SIGNING STANDARD DETAILS.
3.SEE TRAFFIC PLANS FOR SE 192ND ST
PROPOSED, EXISTING, AND
REMOVAL/REPLACEMENT ROADWAY SIGN
SCHEDULE. ROADWAY SIGNS SHOWN AS
REFERENCE.
PROPOSED TRAIL SIGN
EXISTING ROADWAY SIGN
1
C-401
08/29/2025
NO
T
F
O
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C
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N
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N
J:
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1
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,
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2
9
,
2
0
2
5
8
:
0
2
p
m
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
O
S
C
R
E
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K
T
R
A
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SITE NO.
PROJECT NO.
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2
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3934
C-401
RHT VUL
TRAIL
IMPROVEMENT
DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
2
C-401
DETECTABLE THERMOPLASTIC WARNING BAND
NOT TO SCALE
REFERENCE: KING COUNTY PARKS
1
C-401
REGIONAL TRAIL STRIPING AT ROADWAY CROSSING
NOT TO SCALE
REFERENCE: KING COUNTY PARKS
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
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T
I
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N
NIC
1"1"
VA
R
I
E
S
4"
4"
3'
M
I
N
.
AVIEW
B
C
BVIEW
CDETAIL
4"x4" TIMBER SIGN POST
1" DIAM. WASHER, NYLON
1" DIAM. FLAT WASHER,
STEEL, GALVANIZED
3/8" × 3" HEX LAG SCREW,
STEEL, GALVANIZED
DRILL PILOT HOLES
FOR LAG SCREWS
GALVANIZED
LAG SCREW
TOP OF SIGN
TOP OF POST
BOTTOM OF
SIGN
GROUND SURFACE
SEE SIGN SCHEDULE FOR
TYPE & MIN. HEIGHT OF SIGN
SIGN PANEL
SIGN PANEL
COMPACTED NATIVE
BACKFILL MATERIAL
TIMBER SIGN POST
SEE WSDOT STANDARD
SPEC. 9-28
SIGN PANEL
TIMBER POST
TIMBER POST
C
TRAILL L
PAVED TRAIL
SECTION, TYP.
PAINTED STOP LINE 18"x5'-0" TYP PER WSDOT
STD. PLAN M-24.60-04, ALIGN W/ STOP SIGN,
6-INCH CLEAR OF THE DETECTABLE WARNING
SURFACE (TRUNCATED DOMES). OR AS
DIRECTED, TYP.
8"8"
CL
C-201
1
8"x10' PAINTED CROSSWALK STRIPES
PER KC ROADS.
10
'
-
0
"
SE MUD MOUNTAIN ROAD APPROACH AND CROSSWALK STRIPING
CONCRETE APPROACH SLAB WITH DETECTABLE
WARNING SURFACE (TRUNCATED DOMES) INSTALLED
ON EACH SIDE OF THE ROAD CROSSING.
C
TRAIL
J:
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5
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2
9
,
2
0
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5
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:
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2
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m
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
O
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C
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E
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K
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A
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SITE NO.
PROJECT NO.
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2
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7
5
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a
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,
W
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9
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6
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3
2
4
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5
5
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N
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C
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C
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A
N
D
P
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K
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3935
C-402
RHT VUL
TRAIL
IMPROVEMENT
DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
2
C-402
STEEL SIGN SUPPORT
NOT TO SCALE
REFERENCE: KING COUNTY PARKS
3
C-402
TIMBER SIGN POST INSTALLATION
NOT TO SCALE
REFERENCE: KING COUNTY PARKS
1
C-402
ROAD APPROACH AND CROSSWALK STRIPING
NOT TO SCALE
REFERENCE: KING COUNTY PARKS
08/29/2025
NO
T
F
O
R
C
O
N
S
T
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C
T
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J:
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5
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8
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1
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,
A
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u
s
t
2
9
,
2
0
2
5
8
:
0
2
p
m
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
O
S
C
R
E
E
K
T
R
A
I
L
SITE NO.
PROJECT NO.
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w
.
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a
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c
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A
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2
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5
Se
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,
W
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t
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9
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1
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3
6
0
20
6
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3
2
4
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5
5
0
0
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N
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3936
C-403
RHT VUL
TRAIL
IMPROVEMENT
DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
1
C-403
CHAIN LINK FENCE WITH TOP RAIL
NOT TO SCALE
REFERENCE: KING COUNTY PARKS
2
C-403
CEMENT CONCRETE TRAFFIC CURB AND GUTTER
NOT TO SCALE
REFERENCE: WSDOT STANDARD PLAN F-10.12-04
(*) SEE STRUCTURAL DRAWINGS FOR MAXIMUM POST
SPACING ALONG WALLS.
08/29/2025
NO
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APN 3323059057
BONNEVI
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33
4
390
3
9
0
385
380
380
38
5
3
8
0
PARCEL #0422059024 PARCEL
#0422059162
10
+
0
0
11+00
12+
0
0
13
+
0
0
R/W
KC PARCEL #3323059057
WETLAND BOUNDARY
R/W
R/W
379
38
0
38
1
38
2
38
6
38
7
38
8
38
9
380
381
382
383
38
4
3
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3
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12
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A
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S
E
SE 192ND ST29 LF 6" DI
REMOVE EX
FIRE HYDRANT PROPOSED FIRE
HYDRANT
DEMO 22 LF 6" DI
CLOSE EX VALVE,
INSTALL 6" CAP,
REMOVE VALVE BOX
PROTECT EX
8" AC WA MAIN
PROPOSED SOOS CREEK TRAIL
R/W
EX 8" AC WA MAIN
KC PARKS PROPERTY
SEWER EASEMENT
ASPHALT TRENCH RESTORATION,
MATCH EXISTING THICKNESS OR
6.5" (WHICHEVER IS GREATER)
SEE DETAIL 2, SHEET C-503
1 - 8"X6" WET TAP
1 - 6" RESILIENT SEATED GV (FLXMJ)
THRUST BLOCKING
N: 159863.96
E: 1308086.08
TRAIL / A-LINE PROFILE
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SEC. 33, T 23 N, R 5 E, W.M.
Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
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SITE NO.
PROJECT NO.
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39
NTS N
SE
1
9
2
N
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124TH AVE SE
SE
1
8
8
T
H
P
L
SCALE (IN FEET)
0 10 20 40
HORZ
37
C-501
RHT VUL
WATER PLAN
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
LEGEND
W PROPOSED WATER LINE
GATE VALVE
SOOS CREEK WATER & SEWER
DISTRICT GENERAL NOTES
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE SPECIFICATIONS OF THE SOOS CREEK
WATER & SEWER DISTRICT, ALSO REFERRED
HEREINAFTER AS “DISTRICT”.
2.THE CONTRACTOR SHALL FURNISH THE DISTRICT A
COPY OF THE COMMERCIAL AND/OR SUBDIVISION
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
DEVELOPER/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 DEVELOPER 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
THE BILL OF SALE AND ALL EASEMENTS. MAKE
APPLICATION TO THE DISTRICT FOR WATER METER
INSTALLATION FOR EACH WATER SERVICE
CONNECTION PRIOR TO MAKING CONNECTION. BILL
OF SALE WILL NOT BE PROCESSED UNTIL PUGET
SOUND ENERGY HAS EITHER PROVIDED A WORK
SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES
AND LIGHT STANDARDS, OR THE DEVELOPER HAS
PROVIDED A SIGNED HOLD HARMLESS AGREEMENT
(FORM SUPPLIED BY THE DISTRICT).
7.ALL COSTS OF WATER MAIN RE-STAKING SHALL BE
PAID BY THE CONTRACTOR.
8.PROPERTY CORNERS SHALL BE PINNED WITH
REFERENCE TACK ON CURBS BY THE
CONTRACTOR.
9.THE CONTRACTOR SHALL NOTIFY THE DISTRICT AT
(253) 630-9900 TO SCHEDULE A PRECONSTRUCTION
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.
10.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED
FINAL INSPECTIONS TO MEET PERMIT
REQUIREMENTS. INSPECTIONS MUST BE
SCHEDULED AT LEAST 48 HOURS IN ADVANCE.
THRUST BLOCKING
FIRE HYDRANT 2
C-502
08/29/2025
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Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
O
S
C
R
E
E
K
T
R
A
I
L
SITE NO.
PROJECT NO.
ww
w
.
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17
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K
S
3938
C-502
RHT VUL
WATER DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
1
C-502
CONCRETE BLOCKING DETAIL
NOT TO SCALE
REFERENCE: SOOS CREEK WATER & SEWER DISTRICT
2
C-502
FIRE HYDRANT ASSEMBLY VERTICAL CURB
NOT TO SCALE
REFERENCE: SOOS CREEK WATER & SEWER DISTRICT
08/29/2025
NO
T
F
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Know what's below.
before you dig.Call
R
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Parks and Recreation Division
Seattle, Washington 98104
Fax: (206) 263-6217
Department of Natural Resources
and Parks
King Street Center, KSC-NR-0700
OF
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
SO
O
S
C
R
E
E
K
T
R
A
I
L
SITE NO.
PROJECT NO.
ww
w
.
h
u
i
t
t
-
z
o
l
l
a
r
s
.
c
o
m
17
0
0
7
t
h
A
v
e
n
u
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,
S
u
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2
0
7
5
Se
a
t
t
l
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,
W
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s
h
i
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g
t
o
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9
8
1
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1
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1
3
6
0
20
6
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3
2
4
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5
5
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N
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N
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A
L
RE
S
O
U
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C
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S
A
N
D
P
A
R
K
S
3939
C-503
RHT VUL
WATER DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
1
C-503
TYPICAL TRENCH DETAIL (OUTSIDE ROADWAY) FOR WATERLINE RESTORATION
NOT TO SCALE
REFERENCE: SOOS CREEK WATER & SEWER DISTRICT
2
C-503
TYPICAL TRENCH DETAIL ASPHALT AREAS FOR WATER LINE RESTORATION
NOT TO SCALE
REFERENCE: SOOS CREEK WATER & SEWER DISTRICT
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N