HomeMy WebLinkAboutP_SCT_Civilpart1of2_250114MEEKER
MIDDLE
SCHOOL
BOULEVARD
LANE PARK
SE 188TH ST
SE 186TH ST
SE 188TH PL
SE
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SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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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.
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150278.53
E00091E07 - AM. 25
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39
KING COUNTY DEPARTMENT OF NATURAL RESOURCES AND PARKS
SOOS CREEK TRAIL PHASE 5A EXTENSION
CITY OF RENTON, WASHINGTON
KING COUNTY CONTRACT NO. :E00091E07
HUITT-ZOLLARS PROJECT NO. :150278.53
AREA MAP PROJECT MAP PROJECT INFORMATION
PROJECT NAME:SOOS CREEK TRAIL PHASE 5A EXTENSION
TAX PARCELS OWNED BY KING COUNTY
PARKS:
3323059057
3323059073
3323059010
TAX PARCELS OWNED BY OTHERS:1332730840
0305500310
JURISDICTION:KING COUNTY ROADS
CITY OF RENTON, WA
ZONING:A-35 & RA-10
CITY OF RENTON GRADING PERMITS:PRE-APP NO. PRE25-000141
DISTURBED AREA:1.79 AC
PROPOSED IMPERVIOUS SURFACE AREA:0.66 AC
VOLUME OF ESTIMATED EXCAVATION:3,630 CY
VOLUME OF ESTIMATED FILL:3,325 TON
RENTON
KENT
DATUM:
HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 / 1991 ADJUSTMENT (NAD 83/91), WASHINGTON NORTH ZONE.
VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
PROJECT HORIZONTAL AND VERTICAL CONTROL: SEE TOPOGRAPHIC SURVEY SHEETS.
APPLICANT/OWNER
KING COUNTY DEPARTMENT OF NATURAL
RESOURCES AND KING COUNTY PARKS
DIVISION
201 SOUTH JACKSON ST, ROOM 700
SEATTLE, WA 98104
CONTACT: TOM EARLY
PHONE: (206) 477-7555
SURVEY
INFORMED LAND SURVEY
3215 S 12TH ST
TACOMA, WA 98415
CONTACT: EVAN WAHLSTROM, PLS
PHONE: (253) 627-2070
PRIME - CIVIL
HUITT-ZOLLARS
1700 7TH AVE, SUITE 2075
SEATTLE, WA 98101
CONTACT: DON HELLING, PE
PHONE: (206) 324-5500
ENVIRONMENTAL
FACET
750 6TH STREET SOUTH
KIRKLAND, WA 8033
CONTACT: HUGH MORTENSEN, PWS
PHONE: (425) 822-5242
GEOTECHNICAL
HALEY & ALDRICH
3131 ELLIOTT AVE, SUITE 600
SEATTLE, WA 98121
CONTACT: JEFF BRUCE, PE
PHONE: (206) 324-9530
STRUCTURAL
MLA ENGINEERING
1109 1ST AVE, SUITE 300
SEATTLE, WA 98101
CONTACT: MICHAEL LEONARD PE, SE
PHONE: (206) 264-2727
TRANSPORTATION
PH CONSULTING
5510 15TH ST E
FIFE, WA 98424
UTILITIES
SEWER AND WATER:
SOOS CREEK WATER AND SEWER DISTRICT
14616 SE 192ND STREET
RENTON, WA 98058
CONTACT: GREG HILL
PHONE:253-630-9900
POWER AND GAS:
PUGET SOUND ENERGY
355 110TH AVENUE NE
BELLEVUE, WA 98004
CONTACT: XXXXXXXXXX
COMMUNICATIONS:
XFINITY
1
G-000
RHT VUL
COVER SHEET
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
NTSNTS
SITE
SOOS CREEK TRAIL
PHASE 5A EXTENTIONI-405
SR
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SE 200TH ST
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SE 192ND ST
SE PETROVITSKY RD
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LAKE YOUNGS
SHADOW LAKE
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SR 1
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KING COUNTY
08/29/2025
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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.
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150278.53
E00091E07 - AM. 25
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SITE NO.
PROJECT NO.
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G-001
RHT VUL
SHEET INDEX
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
SHEET DRAWING DESCRIPTION
1 CH-01 SIGNING AND CHANNELIZATION PLAN
2 CH-02 SIGNING AND CHANNELIZATION PLAN
3 CH-03 SIGNING AND CHANNELIZATION PLAN
4 SI-01 ELECTRICAL PLAN
5 SI-02 ELECTRICAL PLAN
TRAFFIC
SHEET DRAWING DESCRIPTION
1 S-001 STRUCTURAL SYMBOLS AND ABBREVIATIONS
2 S-002 STRUCTURAL GENERAL NOTES 1
3 S-200 OVERALL PLAN
4 S-201 ENLARGED PLANS
5 S-202 PARTIAL PLANS
6 S-203 PARTIAL PLANS
7 S-204 ELEVATIONS
8 S-205 PARTIAL PLANS AND ELEVATIONS
9 S-401 SECTIONS
10 S-402 SECTIONS
11 S-501 DETAILS
STRUCTURALCIVIL SHEET INDEX
SHEET DRAWING DESCRIPTION
1 G-000 COVER SHEET
2 G-001 SHEET INDEX
3 G-002 LEGENDS AND ABBREVIATIONS
4 C-001 DEMO, EROSION AND SEDIMENT CONTROL PLAN
5 C-002 DEMO, EROSION AND SEDIMENT CONTROL PLAN
6 C-003 DEMO, EROSION AND SEDIMENT CONTROL PLAN
7 C-004 DEMO, EROSION AND SEDIMENT CONTROL PLAN
8 C-005 CITY OF RENTON TESC STANDARD NOTES AND DETAILS
9 C-006 TESC STANDARD NOTES AND DETAILS
10 C-007 TESC STANDARD NOTES AND DETAILS
11 C-008 TESC STANDARD NOTES AND DETAILS
12 C-100 TRAIL PLAN & PROFILE OVERALL KEY MAP
13 C-101 TRAIL PLAN & PROFILE
14 C-102 TRAIL PLAN & PROFILE
15 C-103 TRAIL PLAN & PROFILE
16 C-104 TRAIL PLAN & PROFILE
17 C-105 TRAIL PLAN & PROFILE
18 C-106 TRAIL PLAN & PROFILE
19 C-107 TRAIL PLAN & PROFILE
20 C-108 TRAIL ENLARGED GRADING DETAILS
21 C-109 TRAIL ENLARGED GRADING DETAILS
22 C-110 TRAIL DRAINAGE PROFILES
23 C-121 SE 192ND ST SIDEWALK PLAN AND PROFILE
24 C-122 SE 192ND ST SIDEWALK ENLARGED GRADING DETAILS
25 C-131 DRAINAGE STANDARD NOTES & DETAILS
26 C-132 DRAINAGE STANDARD DETAILS
27 C-133 DRAINAGE STANDARD DETAILS
28 C-140 WALL PLAN & PROFILE
29 C-141 WALL PLAN & PROFILE
30 C-142 WALL PLAN & PROFILE
31 C-201 TRAIL AND SIDEWALK CROSS SECTION DETAILS
32 C-301 TRAIL STRIPING & SIGNING PLAN
33 C-302 TRAIL STRIPING & SIGNING PLAN
34 C-401 TRAIL IMPROVEMENT DETAILS
35 C-402 TRAIL IMPROVEMENT DETAILS
36 C-403 TRAIL IMPROVEMENT DETAILS
37 C-501 WATER PLAN
38 C-502 WATER DETAILS
39 C-503 WATER DETAILS
SHEET DRAWING DESCRIPTION
1 LE-0 OVERVIEW & NOTES
2 LE-1 TREE REMOVAL AND PROTECTION PLAN
3 LE-2 TREE REMOVAL AND PROTECTION PLAN
4 LE-3 TREE REMOVAL AND PROTECTION PLAN
5 LE-4 TREE TABLES
6 LE-5 TREE PROTECTION DETAILS AND NOTES
7 LE-6 CRITICAL AREA IMPACT ASSESSMENT PLAN
8 LE-7 CRITICAL AREA IMPACT ASSESSMENT PLAN
9 LE-8 CRITICAL AREA IMPACT ASSESSMENT PLAN
10 LE-9 LANDSCAPE RESTORATION PLAN
11 LE-10 LANDSCAPE RESTORATION PLAN
12 LE-11 LANDSCAPE RESTORATION PLAN
13 LE-12 PLANT SCHEDULE AND SOIL PREPARATION QUANTITIES
14 LE-13 RESTORATION DETAILS
TREES, IMPACTS, AND LANDSCAPE
SHEET DRAWING DESCRIPTION
1 TOPOGRAPHIC SURVEY (1 OF 6)
2 TOPOGRAPHIC SURVEY (2 OF 6)
3 TOPOGRAPHIC SURVEY (3 OF 6)
4 TOPOGRAPHIC SURVEY (4 OF 6)
5 TOPOGRAPHIC SURVEY (5 OF 6)
6 TOPOGRAPHIC SURVEY (6 OF 6)
SURVEY
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
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150278.53
E00091E07 - AM. 25
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PROJECT NO.
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G-002
RHT VUL
LEGENDS AND
ABBREVIATIONS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
AC ASPHALTIC CONCRETE
APPROX APPROXIMATE
ASTM AMERICAN SOCIETY
FOR TESTING AND
MATERIALS
AVE AVENUE
BVC BEGIN VERTICAL
CURVE
BMPS BEST MANAGEMENT
PRACTICES
B/P BOTTOM OF PIPE
BVC E/S BEGIN VERTICAL
CURVE ELEVATION /
STATION
CB CATCH BASIN
CF CUBIC FEET
CIP CAST-IN-PLACE
C / CL CENTERLINE OR CLASS
CLR CLEAR / CLEARING
CPEP CORRUGATED
POLYETHYLENE PIPE
DEG DEGREE
DEMO DEMOLISH/DEMOLITION
DI DUCTILE IRON
DIA/DIAM/Ø DIAMETER
D/W DRIVEWAY
DWG DRAWING
E EAST/EASTING OR
ELECTRICAL
EG EXISTING GRADE
ELEV ELEVATION
EP/EOP EDGE OF PAVEMENT
ESC EROSION AND
SEDIMENT CONTROL
EVC E/S END VERTICAL CURVE
ELEVATION / STATION
FG FINISH GRADE
FH FIRE HYDRANT
FL FLOW LINE OR FLANGE
FT FOOT/FEET
G GAS
GALV GALVANIZED
GRND GROUND
GV GATE VALVE
H, HORZ HORIZONTAL
HP HIGH POINT
IE INVERT ELEVATION
IN INCH
KC KING COUNTY
L LENGTH
LF LINEAR FEET
LP LOW POINT
LT LEFT
LVC LOW VOLUME CHANGE
MAX MAXIMUM
ME MATCH EXISTING
MEF MAXIMUM EXTENT
FEASIBLE
MH MANHOLE
N NORTH/NORTHING
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OP OVERHEAD POWER
P POWER OR POWER
VAULT
PB POWER BOX
PC POINT OF CURVATURE
PCC POINT OF COMPOUND
CURVE
PI POINT OF
INTERSECTION
PL PROPERTY LINE
POC POINT OF CONNECTION
PP POWER POLE OR
PUGET POWER
PRC POINT OF REVERSE
CURVATURE
PT POINT OF TANGENCY
PVC POINT OF VERTICAL
CURVE
PVI POINT OF VERTICAL
INTERSECTION
R/W, ROW RIGHT OF WAY
R RADIUS OR RIGHT
REF REFERENCE
RIM MANHOLE RIM
ELEVATION
RP RADIUS POINT
RT RIGHT
S/W SIDEWALK
S SOUTH OR SLOPE
SD STORM DRAIN
SF SQUARE FEET
SEC SECTION
SDMH STORM MANHOLE
SS SANITARY SEWER
ST STREET
STA STATION
STD STANDARD
TESC TEMPORARY EROSION
AND SEDIMENT
CONTROL
T/P TOP OF PIPE
TYP TYPICAL
VC VERTICAL CURVE
V, VERT VERTICAL
W WEST OR WATER
W/WITH
WL WETLAND
WP WORKING POINT
WSDOT WASHINGTON STATE
DEPARTMENT OF
TRANSPORTATION
XING CROSSING
ABBREVIATIONS
LEGEND (EXISTING)
FOUND BRASS DISK (AS SHOWN)
GAS VALVE
GUY ANCHOR
POWER PULL BOX
POWER VAULT
POWER POLE
POWER POLE W/DROP
POWER POLE W/LIGHT
STORM DRAIN CATCH BASIN
GUARD POST
UTILITY PULL BOX
SIGNAL POST WITH ARM
SEWER MANHOLE
COMMUNICATION PEDESTAL
PB
FIRE HYDRANT
WATER METER
WATER VALVE
OT OT OT
HAND RAIL
GAS LINE
OVERHEAD COMMUNICATIONS LINE
STORM DRAIN LINE
EDGE OF VEGETATION
SEWER LINE
COMMUNICATION LINE
WATER LINE
SIGN
FOUND SECTION QUARTER CORNER (AS SHOWN)
POWER LINE
STREET LAMP
P
P
U
S
T
SIGNAL POST
WETLAND FLAG
TREE LEGEND (EXISTING)
DECIDUOUS TREE
CONIFER TREE
DOUGLAS FIRDF
COTTONWOODCW
ALDERAL
BIRCHBR
CEDARCD
MAPLEMP
TREE TAG NUMBERS SHOWN IN PARENTHESIS
EXAMPLE 16" DF(TAG NO.)
OTHER DECIDUOUSDC
LINE TYPE LEGEND
OP OP OP OVERHEAD POWER LINE
GUY POLEG
EDGE OF WETLAND
DATA POINT FLAG
RIGHT-OF-WAY LINE
PROPERTY LINE
EASEMENT LINE
WL
08/29/2025
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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 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 OT OT OT OT OT OT OT OT
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37
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7
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6
37
4
37
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377
374
376
3
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SF
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SF SF SF SF SF SF SF SF
SF
SF
SF
1
0
+
0
0
11+00
12+0
0
13
+
0
0
R/W 52
+
4
5
50+00 51+00 52+00
B-LINE
A-LINE
WETLAND BOUNDARY TYP.
KC PARCEL #3323059057
R/W
1
4
5
6
5
2
2
7
7
8
1
N=159924.50
E=1308199.28
3
RELOCATE EXISTING
POWER BOX
N=159874.34
E=1308367.79
N=159885.23
E=1308301.54
N=159876.01
E=1308568.09
N=159901.87
E=1308574.22
EX FOG LINE
SAW CUT 1 FT FROM
FOG LINE TYP.
A-LINE
8
A-LINE STA = 10+39.21,
= B-LINE STA = 50+00.00
END SAWCUT
AT FOGLINE
B-LINE STA =
50+06.00, 7.8 R
BEGIN SAWCUT
AT FOGLINE
A-LINE STA =
10+90.00, -13.5 L
PROTECT EX STORM
DRAIN PIPE
CLEARING LIMITS =
BACK OF CURB
FUTURE DEDICATED
R/W
SE 192ND ST
PB
R/W
9
4
C-001
RHT VUL
DEMO, EROSION
AND SEDIMENT
CONTROL PLAN
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
LEGEND
PERIMETER PROTECTION
(SILT FENCE)
CLEARING & GRUBBING LIMITS
STABILIZED CONSTRUCTION
ENTRANCE
DEMO ASPHALT CONCRETE
PAVEMENT
SF
SAWCUT
CURB DEMO
INLET PROTECTION 1
C-006
1
C-007
2
C-007
DEMO CONCRETE
SIGNIFICANT TREE REMOVAL
NON-SIGNIFICANT TREE REMOVAL
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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
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SE
1
8
8
T
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P
L
MATCHLINE - STA 13+25 - SEE C-002
SCALE (IN FEET)
0 10 20 40
HORZ
CONSTRUCTION NOTES
PROTECT EXISTING POWER UTILITY
DEMO CONCRETE CURB AND GUTTER. DEMO ASPHALT
SIDEWALK, MATCH LIMITS TO CURB DEMO LIMITS, SEE
DETAIL 3 SHEET C-108.
SEE STRUCTURAL SHEETS FOR BOARDWALK
MODIFICATIONS.
SEE SIGNING AND CHANNELIZATION PLAN FOR SIGN
REMOVAL AND RELOCATIONS, TYP.
DEMO EXISTING STOP BARS.
DEMO EXISTING CROSSWALK STRIPING.
SEE ELECTRICAL PLAN FOR SIGNAL AND PUSH BUTTON
POLE REMOVAL DETAILS.
SEE WATER UTILITY SHEETS FOR EXISTING FIRE HYDRANT
DEMO.
DEMO ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK
ASSOCIATED WITH PROPOSED FIRE HYDRANT WORK.
1
2
3
4
5
6
7
8
9
NOTES
1.PERIMETER PROTECTION (SILT FENCE/WATTLE) SHOWN
OFFSET FROM CLEARING LIMITS FOR LEGIBILITY ONLY.
PERIMETER PROTECTION SHALL BE PLACED AT
CLEARING LIMIT LINE WHERE INDICATED.
2.KEEP ALL CONSTRUCTION EQUIPMENT, MATERIALS, AND
ACTIVITIES WITHIN THE CLEARING LIMITS AREA.
3.REMOVE BRANCHES GROWING TO 12 FEET ABOVE THE
GROUND SURFACE WITHIN THE SILT FENCE/ CLEARING
LIMITS AREA. CUT CLEAN AND FLUSH TO TRUNK OF TREE.
4.FOR PLAN CLARITY, COORDINATES OF ALL CLEARING
LIMIT ANGLE POINTS ARE NOT SHOWN. ONLY
REPRESENTATIVE ANGLE POINTS ARE PROVIDED WITH
COORDINATES. SEE SPECIFICATIONS FOR ADDITIONAL
CLEARING LIMITS INFORMATION.
5.SEE LANDSCAPE PLANS, LE-SERIES DRAWINGS, FOR
TREE REMOVAL AND TREE PROTECTION FENCES.
6. FOR PLAN CLARITY, COORDINATES OF ALL PAVING DEMO
LIMIT ANGLE POINTS ARE NOT SHOWN.
20'
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
WL
WL
WL
WL
WL
W
L
W
L
WL
WL
WL
WL
WL
WL
WL
S
S
PB
PB
PB
PB
PB
MBMB
S
P
PB
OP OP OP OP OP OP OP OP OP OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
WL
392
3
8
9
38
8
38
7
386386
3
8
7
3
8
8
39
1
379
381
382
383
384
386
387
392
391
389 388 387 386
37
7
37
8
39
0
385
38
5
380
385
385
385
380
385
385
380
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SF
SF
SF SF SF SF SF SF SF SF SF
1
1
2
2
22
R/W
3R/W
R/W
5 5
5
KC PARCEL #3323059057
6
PARCEL
#1332730840
CLEARING LIMITS
= BACK OF CURB
N=160280.46
E=1308207.69 N=160361.33
E=1308197.44
KC PARKS PROPERTY
FUTURE
DEDICATED R/W
1
5
1
14+00
15+00
16+00
17+00
WL
WL
WL WL
WL
WL
WL
WL
WL
WL
WL
W
L
WL
WL
WL
PB GA
T
E
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
OP
OP
OP
OP
OP
124
T
H
A
V
E
S
E
AP
N
3
3
2
3
0
5
9
0
1
0
WL
WL
W
L
AP
N
1
3
3
2
7
3
0
8
4
0
AP
N
1
3
3
2
7
3
0
8
4
0
CA
N
Y
O
N
T
E
R
R
A
C
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TR
A
C
T
L
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P
A
392
391
389 388 387 386
384 383 38
2 381
379
378
377
389
388
387
386
384
383
382
381
379
377
378
382
381
377
376
376
376
383
389
388
387 386
380
385
385
380
390
380
38
5
380
380
SFSFSFSF
SFSFSF
SF
SF
SF
SF
SF
SF
SF
4
R/W
R/W
KC PARCEL #3323059057
KC PARCEL #3323059010
6
6
6
PARCEL #1332730840
APPROX. PROPERTY LINE
CANYON TERRACE DETENTION POND
N=160468.77
E=1308137.79
N=160520.42
E=1308125.31
N=160742.49
E=1308127.14
N=160598.72
E=1308120.20
PROTECT EXISTING ACP POND
ACCESS AND FRONTAGE CURB
CANYON
T
E
R
R
A
C
E
T
R
A
C
T
KING CO
U
N
T
Y
P
A
R
K
S
P
R
O
P
E
R
T
Y
17+00
18+00
19+00 20+00 21+00
5
C-002
RHT VUL
DEMO, EROSION
AND SEDIMENT
CONTROL PLAN
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
LEGEND
PERIMETER PROTECTION
(SILT FENCE)
CLEARING & GRUBBING LIMITS
STABILIZED CONSTRUCTION
ENTRANCE
DEMO ASPHALT CONCRETE
PAVEMENT
SF
SAWCUT
CURB DEMO
INLET PROTECTION 1
C-006
1
C-007
2
C-007
DEMO CONCRETE
SIGNIFICANT TREE REMOVAL
NON-SIGNIFICANT TREE REMOVAL
NOTES
1.PERIMETER PROTECTION (SILT FENCE/WATTLE)
SHOWN OFFSET FROM CLEARING LIMITS FOR
LEGIBILITY ONLY. PERIMETER PROTECTION
SHALL BE PLACED AT CLEARING LIMIT LINE
WHERE INDICATED.
2.KEEP ALL CONSTRUCTION EQUIPMENT,
MATERIALS, AND ACTIVITIES WITHIN THE
CLEARING LIMITS AREA.
3.REMOVE BRANCHES GROWING TO 12 FEET
ABOVE THE GROUND SURFACE WITHIN THE SILT
FENCE/ CLEARING LIMITS AREA. CUT CLEAN AND
FLUSH TO TRUNK OF TREE.
4.FOR PLAN CLARITY, COORDINATES OF ALL
CLEARING LIMIT ANGLE POINTS ARE NOT SHOWN.
ONLY REPRESENTATIVE ANGLE POINTS ARE
PROVIDED WITH COORDINATES. SEE
SPECIFICATIONS FOR ADDITIONAL CLEARING
LIMITS INFORMATION.
5.SEE LANDSCAPE PLANS, LE-SERIES DRAWINGS,
FOR TREE REMOVAL AND TREE PROTECTION
FENCES.
6.FOR PLAN CLARITY, COORDINATES OF ALL
PAVING DEMO LIMIT ANGLE POINTS ARE NOT
SHOWN.
SCALE (IN FEET)
0 10 20 40
HORZ
J:
\
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1
5
0
2
7
8
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5
3
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9
,
2
0
2
5
7
:
5
6
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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K
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SE
1
9
2
N
D
S
T
124TH AVE SE
SE
1
8
8
T
H
P
L
M
A
T
C
H
L
I
N
E
-
S
T
A
1
7
+
0
0
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S
E
E
A
B
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MA
T
C
H
L
I
N
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1
3
+
2
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C-
0
0
1
MA
T
C
H
L
I
N
E
-
S
T
A
2
1
+
0
0
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S
E
E
C-
0
0
3
M
A
T
C
H
L
I
N
E
-
S
T
A
1
7
+
0
0
-
S
E
E
B
E
L
O
W
CONSTRUCTION NOTES
PROTECT EXISTING POWER UTILITY.
PROTECT EXISTING STORM CULVERTS.
DEMO ADA RAMP AND CURB.
STABILIZED CONSTRUCTION ENTRANCE
PROTECT EXISTING LIGHT POLE,
APPURTENENCES, AND CONCRETE PAD.
REMOVE EXISTING ORANGE SILT FENCE (NOT
SHOWN, LENGTH UNKNOWN) LEFT BEHIND FROM
DEVELOPMENT BY OTHERS
1
2
3
4
5
6
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
W
L
WL
WL
WL
WL WL
WL
WL
WL
W
L
WL WL
W
W
SD
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
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
AP
N
3
3
2
3
0
5
9
0
1
0
386
384
383
382
381
379
378
377
376
396
394
393
392
387
386
384
383
382
381
379
37
8
37
7
376
385
380
400
395
390
380
375
SFSFSFSFSFSFSF
SFSFSF
SF
SF
KC PARCEL #3323059010
KC PARCEL #3323059057
PROTECT EX
WATER VALVE
PARCEL #1332730840
KC PARCEL #3323059010
KC PARCEL #3323059057
BEGIN UNIFORM
CLEARING LIMIT OFFSET
STA=23+07.25
N=160888.68
E=1308116.61
21+00
22+00 23+00
24+00
3
3
1
2
4
BEGIN UNIFORM
CLEARING LIMIT OFFSET
STA=22+55.54
18912
124TH AVE SE
RENTON 98058
PARCEL
#1332730690
18906
124TH AVE SE
RENTON 98058
PARCEL
#1332730680
18900
124TH AVE SE
RENTON 98058
PARCEL
#1332730670
18844
124TH AVE SE
RENTON 98058
PARCEL
#1332730660
18838
124TH AVE SE
RENTON 98058
PARCEL
#1332730650
KING CO
U
N
T
Y
P
A
R
K
S
P
R
O
P
E
R
T
Y
APPROX
.
E
X
2
0
'
WATER E
A
S
E
M
E
N
T
AP
P
R
O
X
.
E
X
2
0
'
WA
T
E
R
E
A
S
E
M
E
N
T
14'
15'
WL
WL
WL
WL
WL
WL WL
WL
WL
WL
WL
WL
WL
SD
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
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
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
AP
N
3
3
2
3
0
5
9
0
7
3
AP
N
3
3
2
3
0
5
9
0
1
0
A-
7
2
A-
7
3
A-
7
4
A-
7
5
A-
7
6
A-
7
7
A-
7
8
A-
7
9
A-
8
0
A-
8
1
A-
8
2
A-
8
3
EL
E
C
T
R
I
C
A
L
P
Y
L
O
N
397
394
393
392
383
382
381
379
378
377
376
386
387
388
381
382
383
384
378
379
377
376
389
376
395
390
385
380
385
380
390
390
380
395
38
0
385
375
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSF
KC PARCEL #3323059010 KC PARCEL #3323059073
25+00
26+00
27+00
28+00
6
C-003
RHT VUL
DEMO, EROSION
AND SEDIMENT
CONTROL PLAN
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
LEGEND
PERIMETER PROTECTION
(SILT FENCE)
CLEARING & GRUBBING LIMITS
STABILIZED CONSTRUCTION
ENTRANCE
DEMO ASPHALT CONCRETE
PAVEMENT
SF
SAWCUT
CURB DEMO
INLET PROTECTION 1
C-006
1
C-007
2
C-007
DEMO CONCRETE
SIGNIFICANT TREE REMOVAL
NON-SIGNIFICANT TREE REMOVAL
NOTES
1.PERIMETER PROTECTION (SILT FENCE/WATTLE)
SHOWN OFFSET FROM CLEARING LIMITS FOR
LEGIBILITY ONLY. PERIMETER PROTECTION
SHALL BE PLACED AT CLEARING LIMIT LINE
WHERE INDICATED.
2.KEEP ALL CONSTRUCTION EQUIPMENT,
MATERIALS, AND ACTIVITIES WITHIN THE
CLEARING LIMITS AREA.
3.REMOVE BRANCHES GROWING TO 12 FEET
ABOVE THE GROUND SURFACE WITHIN THE SILT
FENCE/ CLEARING LIMITS AREA. CUT CLEAN AND
FLUSH TO TRUNK OF TREE.
4.FOR PLAN CLARITY, COORDINATES OF ALL
CLEARING LIMIT ANGLE POINTS ARE NOT SHOWN.
ONLY REPRESENTATIVE ANGLE POINTS ARE
PROVIDED WITH COORDINATES. SEE
SPECIFICATIONS FOR ADDITIONAL CLEARING
LIMITS INFORMATION.
5.SEE LANDSCAPE PLANS, LE-SERIES DRAWINGS,
FOR TREE REMOVAL AND TREE PROTECTION
FENCES.
6.FOR PLAN CLARITY, COORDINATES OF ALL
PAVING DEMO LIMIT ANGLE POINTS ARE NOT
SHOWN.
SCALE (IN FEET)
0 10 20 40
HORZ
J:
\
R
1
5
0
2
7
8
.
5
3
-
S
o
o
s
C
r
e
e
k
A
M
D
2
5
\
1
0
C
A
D
D
&
B
I
M
\
1
0
.
1
A
u
t
o
C
A
D
\
S
h
e
e
t
s
\
1
5
0
2
7
8
5
3
C
-
0
0
3
.
d
w
g
F
r
i
d
a
y
,
A
u
g
u
s
t
2
9
,
2
0
2
5
7
:
5
6
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
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CONSTRUCTION NOTES
PROTECT EXISTING STORM CULVERT
PROTECT EXISTING WATER PIPE
PROTECT EXISTING RIP RAP. VERIFY EDGE OF
RIP RAP TO SET CLEARING LIMITS.
EXTEND DEMO OF CONCRETE STAIR TO ONE
STEP OUTSIDE KC PARKS PROPERTY BOUNDARY
1
2
3
4
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KING COUNTY ROADS SIGN
WL
WL
WL
WL
WL
WL WL GATE
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
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
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382
383
384
381
379
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1
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2
383
380
37
5
38
0
385
390
395
3
8
0SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
3
28+00
29+00
30+00
31+00
END UNIFORM CLEARING
STATION=28+69
OFFSET=14.8
END UNIFORM CLEARING
STATION=29+38
OFFSET=-14.0
GATE
S
GATE
GATE
S
T
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
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
SE
1
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6
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381
38
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7
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8
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9
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4
383
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1
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2
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3
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1
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2
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384384
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1
378
379
382 383383
385
380
380
3
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0
38
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
R/W
R/W
1
2
3
4
PROTECT SEWER
MANHOLE
SE 1
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31+00
32+
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34
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34+4
9
N=161817.48
E=1307955.88
N=161776.01
E=1307992.36
PROTECT
EX FENCE
PROTECT EX
WATER VALVE
BOX
DEMO
FENCE /
GATE
7
C-004
RHT VUL
DEMO, EROSION
AND SEDIMENT
CONTROL PLAN
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
LEGEND
PERIMETER PROTECTION
(SILT FENCE)
CLEARING & GRUBBING LIMITS
STABILIZED CONSTRUCTION
ENTRANCE
DEMO ASPHALT CONCRETE
PAVEMENT
SF
SAWCUT
CURB DEMO
INLET PROTECTION 1
C-006
1
C-007
2
C-007
DEMO CONCRETE
SIGNIFICANT TREE REMOVAL
NON-SIGNIFICANT TREE REMOVAL
NOTES
1.PERIMETER PROTECTION (SILT FENCE/WATTLE)
SHOWN OFFSET FROM CLEARING LIMITS FOR
LEGIBILITY ONLY. PERIMETER PROTECTION
SHALL BE PLACED AT CLEARING LIMIT LINE
WHERE INDICATED.
2.KEEP ALL CONSTRUCTION EQUIPMENT,
MATERIALS, AND ACTIVITIES WITHIN THE
CLEARING LIMITS AREA.
3.REMOVE BRANCHES GROWING TO 12 FEET
ABOVE THE GROUND SURFACE WITHIN THE SILT
FENCE/ CLEARING LIMITS AREA. CUT CLEAN AND
FLUSH TO TRUNK OF TREE.
4.FOR PLAN CLARITY, COORDINATES OF ALL
CLEARING LIMIT ANGLE POINTS ARE NOT SHOWN.
ONLY REPRESENTATIVE ANGLE POINTS ARE
PROVIDED WITH COORDINATES. SEE
SPECIFICATIONS FOR ADDITIONAL CLEARING
LIMITS INFORMATION.
5.SEE LANDSCAPE PLANS, LE-SERIES DRAWINGS,
FOR TREE REMOVAL AND TREE PROTECTION
FENCES.
6.FOR PLAN CLARITY, COORDINATES OF ALL
PAVING DEMO LIMIT ANGLE POINTS ARE NOT
SHOWN.
SCALE (IN FEET)
0 10 20 40
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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
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150278.53
E00091E07 - AM. 25
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SITE NO.
PROJECT NO.
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KC PARCEL #3323059073
KC PARCEL #3323059073
CONSTRUCTION NOTES
PROTECT EXISTING SEWER PIPE
PROTECT EXISTING STORM PIPE
EXISTING STORM PIPE OUTFALL TO REMAIN
STABILIZED CONSTRUCTION ENTRANCE
KEEP EXISTING GATE FOR CONSTRUCTION.
DEMO GATE AFTER CONSTRUCTION.
PROTECT EXISTING WATER LINE. SHOWN AS
APPROXIMATE.
1
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EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL
THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT
IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF
ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF
RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION
STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING
REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM
CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE
RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH
APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED
BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF
THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT
ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF
SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING
WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE.
6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH
OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY
OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.
7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT
TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED
IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION
HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE
POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF
ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC
BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT
SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE
ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT
PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF
PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES.
11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW
AND APPROVAL.
12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON
(OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY
STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH
APPENDIX D OF THE RENTON SWDM.
13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE
APPROVED BY THE CITY.
14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A
STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED
FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT
ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND
REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.
17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE
LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM
SYSTEM.
18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC
BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION
SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST
THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENT ION,
PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION
DURING CONSTRUCTION.
20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL
BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE
BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL
BE SUBMITTED TO THE CITY FOR REVIEW.
21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING
THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES , AND ON-SITE BMPS SHALL BE
RESTORED TO THEIR FULLY FUNCTION ING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE
PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT
COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE
OCTOBER 1ST.
22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO
SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS.
ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
J:
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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
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150278.53
E00091E07 - AM. 25
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SITE NO.
PROJECT NO.
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C-005
RHT VUL
CITY OF RENTON
TESC STANDARD
NOTES AND
DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
1
C-005
ESC STANDARD PLAN NOTES
NOT TO SCALE
REFERENCE: CITY OF RENTON STD. PLAN 268.00
2
C-005
PLASTIC COVERING
NOT TO SCALE
REFERENCE: CITY OF RENTON STD. PLAN - 213.30
NOTES:
1.CONDITIONS OF USE
1.1.PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS.
1.2.PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.
1.3.CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY-SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS
GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS.
1.4.THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE
STEEP AND UNSTABLE SLOPES.
2.DESIGN AND INSTALLATION SPECIFICATIONS
2.1.PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS.
2.2.IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE
TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF.
2.3.TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC.
2.4.SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED.
3.MAINTENANCE STANDARDS
3.1.TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED.
3.2.IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED.
3.3.WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED.
08/29/2025
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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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C-006
RHT VUL
TESC STANDARD
NOTES AND
DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
1
C-006
INLET PROTECTION
NOT TO SCALE
REFERENCE: CITY OF RENTON STD. PLAN - 216.30
2
C-006
EROSION CONTROL SEED MIX
NOT TO SCALE
REFERENCE: CITY OF RENTON SURFACE WATER DESIGN MANUAL - TABLE D.2.1.2.B
TABLE D.2.1.2.B EROSION CONTROL SEED MIX
COMMON NAME/LATIN NAME
% SPECIES
COMPOSITION
DESIRED SEEDS
PER
SQUARE FOOT
PLS
POUNDS/ACRE
SPIKE BENTGRASS/AGROSTIS EXARATA 6 9 0.1
CALIFORNIA BROME/BROMUS CARINATUS 15 23 9.8
TUFTED HAIRGRASS/DESCHAMPSIA
CESPITOSA
15 23 0.4
BLUE WILDRYE/ELYMUS GLAUCUS 18 27 10.7
CALIFORNIA OATGRASS/DANTHONIA
CALIFORNICA
18 27 5.6
NATIVE RED FESCUE/FESTUCA RUBRA VAR.
RUBRA
18 27 2.4
MEADOW BARLEY/HORDEUM
BRACHYANTHERUM
10 15 7.7
08/29/2025
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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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E
5
A
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X
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S
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150278.53
E00091E07 - AM. 25
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SITE NO.
PROJECT NO.
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3910
C-007
RHT VUL
TESC STANDARD
NOTES AND
DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
2
C-007
SILT FENCE
NOT TO SCALE
REFERENCE: CITY OF RENTON STD. PLAN - 214.00
NOTES:
1.CONDITION OF USE
1.1.CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
1.2.FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN
SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING,
BASED ON LOT SIZE/CONFIGURATION.
2.DESIGN AND INSTALLATION SPECIFICATIONS
2.1.A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK
PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS:
2.2.DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE
PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
2.3.HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT
ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.4.FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.5.WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3.MAINTENANCE STANDARDS
3.1.QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2.IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP
THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE
ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED
ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3.ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET,
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS
TRIBUTARY TO SURFACE WATERS.
3.4.ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5.IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC.
NOTES:
1.CONDITIONS OF USE
1.1.SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2.SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO
TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE
CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2.DESIGN AND INSTALLATION SPECIFICATIONS
2.1.THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE
MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
2.2.STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF
THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA
STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3.WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V
2.4.IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG
AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A
TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR
UNDERMINE THE SILT FENCE.
2.5.FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3.MAINTENANCE STANDARDS
3.1.ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
3.2.IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED
AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3.IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE
CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF
FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE
TRAPPED SEDIMENT.
3.4.SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5.IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN,
IT SHALL BE REPLACED.
CONSTRUCTION ENTRANCE NOTES:
1.DRIVEWAYS SHALL BE PAVED TO THE
EDGE OF THE RIGHT-OF WAY PRIOR TO
INSTALLATION OF THE CONSTRUCTION
ENTRANCE TO AVOID DAMAGING OF
THE ROADWAY.
2.IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD.
1
C-007
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
REFERENCE: CITY OF RENTON STD. PLAN - 215.10
08/29/2025
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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
S
E
5
A
E
X
T
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N
S
I
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N
150278.53
E00091E07 - AM. 25
SO
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SITE NO.
PROJECT NO.
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3911
C-008
RHT VUL
TESC STANDARD
NOTES AND
DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
1
C-008
STRAW WATTLES
NOT TO SCALE
REFERENCE: CITY OF RENTON STD. PLAN - 213.40
08/29/2025
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WL WL
WL
WL W
L
WL
WL
W
L
WL
WL
WL
WL
W
L
WL
W
L
W
L
124TH AVE SE
SE
1
8
8
T
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P
L
D
124TH AVE SE
MEEKER MIDDLE
SCHOOL
BOULEVARD LANE
PARK
SE
1
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2
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C-101
C-102 C-103
C-104 C-105
C-106
C-107
52+4
5
50
+
0
0
51
+
0
0
52
+
0
0
C-121
34+4
9
9+00
10+00
11
+
0
0
12
+
0
0
13+00 14+00 15+00 16+00 17+00
18+00
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
27+00
28+00
29+00
30+00 31+00
32+
0
0
33
+
0
0
34+
0
0
PARCEL# 3323059057
PARCEL# 3323059073
PARCEL# 3323059098
BONNEVILLE TRAN. LINE EASEMENT
PARCEL# 3323059010
SCALE (IN FEET)
0 50 100 200
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
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X
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S
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150278.53
E00091E07 - AM. 25
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SITE NO.
PROJECT NO.
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3912
C-100
RHT VUL
TRAIL PLAN &
PROFILE OVERALL
KEY MAP
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
08/29/2025
NO
T
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C
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S
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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
OP
OP
O
P
O
P
O
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OP
OP
O
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OP
OP
OP
O
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OP
OP
O
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O
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O
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OP
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O
P
OP
OP
O
P
O
P
OP
OP
O
P
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
381
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
A-LINE STA 10+35.96
A-LINE STA 11+02.53
2
4
L1
L2
L3
L4
C1
C
2
1
C-201
3
1
5
9
11
R/W
R/W
KC PARKS PROPERTY8
910
KC PARCEL #3323059057
B-LINE ALIGNMENT
SEE SHEET C-121
WETLAND BOUNDARY
R/W
R/W
2
C-201
3
C-201
4
C-201
378379
38
038
1
38
2
38
3
38
6
38
7
38
8
38
9
380
38
5
381
382
383
3
8
4
3
8
8
3
8
9
H
P
D
D
D
RELOCATE HYDRANT
12
4
T
H
A
V
E
S
E
SE 192ND ST
3
C-201
12 INCH CPEP W/ BEVELED END
40 LF, SLOPE = 7.00%
SEE PROFILE SD3, SHEET C-110.
CB #1, TYPE 1 W/ 12-IN ELBOW
OIL/WATER SEPARATOR
STA = 11+90.00, 15.17 L
RIM = 386.39
IE OUT = 384.05 12" ∅ NE
1
C-108
3
C-108
4
C-108
4
C-131
ROW DEDICATION LINE
12
PI: 9+71.
9
9
PI: 10+00.00
PI: 10+44.96
PC
:
1
1
+
4
3
.
4
4
PC
:
1
2
+
1
5
.
6
7
PT
:
1
1
+
7
7
.
8
1
PT: 12+43.16
1
0
+
0
0
11+00
12+0
0
13
+
0
0
18 INCH CPEP W/ BEVELED END
34 LF, SLOPE = 0.58%
SEE PROFILE SD4, SHEET C-110.
CB #7, TYPE 2 48-IN
STA = 12+10.06, 16.36 R
RIM = 386.39
IE OUT = 381.20 18" ∅ E
ASPHALT TRENCH
RESTORATION, SEE
DETAIL 2 SHEET C-503
ROCK PROTECTION
AT OUTFALL
1' X 6' X 8' MINIMUM.
A-LINE
370
380
390
400
370
380
390
400
10+00 11+00 12+00 13+00 13+25
EG
3
7
9
.
2
2
FG
EG
3
7
9
.
2
9
FG
EG
3
7
7
.
2
0
FG
EG
3
7
8
.
2
1
FG
3
8
0
.
3
1
EG
3
7
9
.
6
6
FG
3
8
1
.
5
2
EG
3
8
1
.
1
1
FG
3
8
2
.
6
0
EG
3
8
2
.
8
2
FG
3
8
3
.
9
2
EG
3
8
3
.
0
0
FG
3
8
5
.
6
3
EG
3
8
5
.
0
0
FG
3
8
7
.
3
4
EG
3
8
9
.
7
2
FG
3
8
9
.
7
2
EG
3
8
9
.
8
5
FG
3
8
9
.
7
8
EG
3
8
9
.
2
7
FG
3
8
9
.
1
8
EG
3
8
8
.
9
2
FG
3
8
8
.
5
8
EG
3
8
8
.
1
5
FG
3
8
8
.
0
3
SE 192ND ST
BOARDWALK
EG
PV
I
S
T
A
=
1
0
+
5
0
.
9
6
EL
E
V
=
3
7
9
.
1
4
6
PV
I
S
T
A
=
1
2
+
0
0
.
0
0
EL
E
V
=
3
8
7
.
3
3
6
PV
I
S
T
A
=
1
1
+
5
0
.
0
0
EL
E
V
=
3
8
3
.
9
1
7
PV
I
S
T
A
=
1
1
+
7
5
.
0
0
EL
E
V
=
3
8
5
.
6
3
3
PV
I
S
T
A
=
1
3
+
2
0
.
0
0
EL
E
V
=
3
8
8
.
1
0
0
PV
I
S
T
A
=
1
1
+
2
5
.
0
0
EL
E
V
=
3
8
2
.
6
0
0
PV
I
S
T
A
=
1
1
+
0
2
.
5
3
EL
E
V
=
3
8
1
.
6
4
7
HIGH PT STA: 12+22.00
HIGH PT ELEV: 389.66
PVI STA:12+20.50
PVI ELEV:389.63
K:0.33
LVC:3.00
BVCS: 12+19.00
BVCE: 389.46
EVCS: 12+22.00
EVCE: 389.66
HIGH PT STA: 12+39.77
HIGH PT ELEV: 389.99
PVI STA:12+40.00
PVI ELEV:390.02
K:1.14
LVC:5.00
BVCS: 12+37.50
BVCE: 389.97
EVCS: 12+42.50
EVCE: 389.96
2.00%
6.81%
11.20
%
5.27%
6.86%
-2.40%
4.24%
4.85%
FG
STA 10+30.46 TO
STA 10+50.96
SEE SHEET C-108
FOR TRAIL X-ING
NORTH LANDING
AREA GRADING
FOLLOW EXISTING ROAD PROFILE
EX SD XING
STA = 12+34.30
T/P = 384.1
PROPOSED SD XING
STA = 11+86.21
T/P = 384.0
TRAIL / A-LINE ALIGNMENT LINE DATA
LINE #
L1
L2
L3
L4
START STA
10+00.00
10+44.96
11+77.81
12+43.16
END STA
10+44.96
11+43.44
12+15.67
13+34.23
LENGTH
44.96
98.48
37.85
91.07
DIRECTION
N00° 10' 18.02"E
N89° 39' 00.47"W
N69° 57' 30.87"W
N01° 38' 55.71"E
START (E, N)
(1308357.41,159830.43)
(1308357.54,159875.39)
(1308225.40,159882.04)
(1308175.39,159916.32)
END (E, N)
(1308357.54,159875.39)
(1308259.06,159875.99)
(1308189.84,159895.01)
(1308178.01,160007.35)
TRAIL / A-LINE ALIGNMENT CURVE DATA
CURVE #
C1
C2
START STA
11+43.44
12+15.67
END STA
11+77.81
12+43.16
CHORD DIRECTION
N79° 48' 15.67"W
N34° 09' 17.58"W
CHORD LENGTH
34.20
25.74
RADIUS
100.0
22.0
START (E, N)
(1308259.06,159875.99)
(1308189.84,159895.01)
END (E, N)
(1308225.40,159882.04)
(1308175.39,159916.32)
TRAIL / A-LINE PROFILE SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
J:
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5
0
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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
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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t
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9
8
1
0
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-
1
3
6
0
20
6
.
3
2
4
.
5
5
0
0
KI
N
G
C
O
U
N
T
Y
D
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P
A
R
T
M
E
N
T
O
F
N
A
T
U
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A
L
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S
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C
E
S
A
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P
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
KEY NOTES
SEE GRADING DETAIL FOR EXISTING TRAIL
TERMINUS REGRADING.
BEGIN BOARDWALK SECTION. SEE STRUCTURAL
SHEETS AND TRAIL ENLARGED GRADING DETAIL
SHEETS C-108 AND C-109.
END BOARDWALK SECTION
BEGIN PAVED TRAIL WITH WALL. SEE TYPICAL
SECTIONS SHEET C-201 AND WALL SHEETS
C-140, C-141, AND C-142.
SEE STRUCTURAL PLANS FOR RETAINING WALL
DETAILS.
(NOT USED)
(NOT USED)
SEE LANDSCAPE RESTORATION PLANS.
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER, SEE DETAIL 2 SHEET C-403
HMA CL 1/2 IN. PG 58H-22. THICKNESS: 6.5" OR
EXISTING (WHICHEVER IS GREATER).
PROTECT EXISTING CURB RAMP AND GUTTER.
SEE ENLARGED GRADING DETAIL SHEET C-108.
TRANSITION TO 3:1 FILL SLOPE. SEE DETAIL 4,
SHEET C-201.
BEGIN 30 LF LINEAR TAPER TO 10' TRAIL AND 1'
SHOULDER.
PROVIDE RAILROAD BALLAST BASE FOR
DRAINAGE. APPROXIMATE LOCATIONS ARE
INDICATED, TO BE VERIFIED WITH EXISTING
TERRAIN.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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
MATCHLINE - STA 13+25 - SEE C-102
SCALE (IN FEET)
0 10 20 40
HORZ
13
C-101
RHT VUL
TRAIL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
WL
WL
WL
WL
WL
W
L
W
L
WL
WL
WL
WL
WL
WL
WL
WL
S
S
PB
PB
PB
PB
PB
MBMB
S
P
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
WL
WL
WL
392
3
8
9
38
8
38
7
38638
6
3
8
7
3
8
8
39
1
379
381
382
383
384
386
387
392
391
389 388 387 386
384 383 38
2 381
379
37
7
37
8
39
0
385
38
5
380
385
385
380
385
380
385
385
380
L7
L6L5
C5
C4
C3
WETLAND BOUNDARY
4
C-201
8
3
8
5385 3
8
6
38
6
3
8
7
387388
380
385
381382383
384
386
387
38
5
390
38
4
38
6
38
7
38
8
389
LP HP
KC PARCEL #3323059057
124TH AVE SE 124
T
H
A
V
E
S
E
KC PARCEL #3323059057
2
C-109
FUTURE
DEDICATED R/W
PC
:
1
5
+
7
5
.
5
2
P
C
:
1
7
+
4
7
.
2
2
PC
:
1
4
+
5
0
.
2
3
PC
:
1
3
+
3
4
.
2
3
P
T
:
1
7
+
1
6
.
3
9
PT
:
1
4
+
9
9
.
7
1
PT
:
1
3
+
6
2
.
0
0
14+00
15+00
16+00
17+00
CANYON TERRACE TRACT
KING COUNTY PARKS PROPERTY
3
:
1
3
:
1
A-LINE
370
380
390
400
370
380
390
400
13+25 14+00 15+00 16+00 17+00 17+50
EG
3
8
8
.
1
5
FG
3
8
8
.
0
3
EG
3
8
7
.
7
4
FG
3
8
7
.
7
0
EG
3
8
7
.
3
3
FG
3
8
7
.
0
0
EG
3
8
6
.
4
7
FG
3
8
5
.
9
0
EG
3
8
5
.
9
7
FG
3
8
5
.
5
5
EG
3
8
5
.
4
1
FG
3
8
5
.
2
0
EG
3
8
4
.
9
8
FG
3
8
4
.
7
4
EG
3
8
5
.
3
1
FG
3
8
4
.
6
3
EG
3
8
5
.
3
7
FG
3
8
4
.
8
7
EG
3
8
5
.
9
6
FG
3
8
5
.
4
6
EG
3
8
6
.
6
1
FG
3
8
6
.
1
7
EG
3
8
7
.
4
8
FG
3
8
7
.
3
8
EG
3
8
7
.
8
0
FG
3
8
7
.
9
8
EG
3
8
8
.
8
8
FG
3
8
8
.
0
6
EG
3
8
7
.
6
4
FG
3
8
7
.
6
5
EG
3
8
4
.
9
5
FG
3
8
6
.
7
4
EG
3
8
3
.
4
5
FG
3
8
5
.
5
0
EG
3
8
1
.
5
0
FG
3
8
4
.
2
5
-2.30%
1.31%
2.82%-1.40%
-1.33%-2.80%
-4.40%
-5.00%
4.87%
PV
I
S
T
A
=
1
5
+
7
5
.
0
0
EL
E
V
=
3
8
6
.
1
6
5
PV
I
S
T
A
=
1
4
+
5
0
.
0
0
EL
E
V
=
3
8
5
.
2
0
0
PV
I
S
T
A
=
1
3
+
5
0
.
0
0
EL
E
V
=
3
8
7
.
7
0
0
PV
I
S
T
A
=
1
3
+
7
5
.
0
0
EL
E
V
=
3
8
7
.
0
0
0
PV
I
S
T
A
=
1
4
+
0
0
.
0
0
EL
E
V
=
3
8
5
.
9
0
0
PV
I
S
T
A
=
1
6
+
0
7
.
5
0
EL
E
V
=
3
8
7
.
7
4
9
PVI STA: 15+00.00
PVI ELEV: 384.05
K: 17.58
LVC: 90.00
BV
C
S
:
1
4
+
5
5
.
0
0
BV
C
E
:
3
8
5
.
0
9
EV
C
S
:
1
5
+
4
5
.
0
0
EV
C
E
:
3
8
5
.
3
2
LOW PT. STA: 14+95.43
LOW PT ELEV: 384.62
-2.30%
1.31%
2.82%-1.40%
-1.33%-2.80%
-4.40%
-5.00%
4.87%
PVI STA: 16+65.00
PVI ELEV: 388.50
K: 12.68
LVC: 80.00
BV
C
S
:
1
6
+
2
5
.
0
0
BV
C
E
:
3
8
7
.
9
8
EV
C
S
:
1
7
+
0
5
.
0
0
EV
C
E
:
3
8
6
.
5
0
HIGH PT. STA: 16+41.58
HIGH PT ELEV: 388.09
EG
FG
EX SD XING
STA = 13+85.77
T/P = 383.6
EX SD XING
STA = 14+32.80
T/P = 384.2
EX SD XING
STA = 15+79.61
T/P = 383.0EX SD XING
STA = 15+09.19
T/P = 381.9
TRAIL / A-LINE ALIGNMENT LINE DATA
LINE #
L5
L6
L7
START STA
13+62.00
14+99.71
17+16.39
END STA
14+50.23
15+75.52
17+47.22
LENGTH
88.23
75.81
30.83
DIRECTION
N03° 39' 18.17"W
N02° 00' 50.92"E
N21° 02' 51.94"W
START (E, N)
(1308177.52,160035.10)
(1308171.19,160172.60)
(1308150.72,160386.37)
END (E, N)
(1308171.90,160123.16)
(1308173.85,160248.37)
(1308139.65,160415.14)
TRAIL / A-LINE ALIGNMENT CURVE DATA
CURVE #
C3
C4
C5
START STA
13+34.23
14+50.23
15+75.52
END STA
13+62.00
14+99.71
17+16.39
CHORD DIRECTION
N01° 00' 11.23"W
N00° 49' 13.63"W
N09° 31' 00.51"W
CHORD LENGTH
27.76
49.45
139.93
RADIUS
300.0
500.0
350.0
START (E, N)
(1308178.01,160007.35)
(1308171.90,160123.16)
(1308173.85,160248.37)
END (E, N)
(1308177.52,160035.10)
(1308171.19,160172.60)
(1308150.72,160386.37)
J:
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g
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2
9
,
2
0
2
5
7
:
5
8
p
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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
O
S
C
R
E
E
K
T
R
A
I
L
SITE NO.
PROJECT NO.
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N
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SE
1
9
2
N
D
S
T
124TH AVE SE
SE
1
8
8
T
H
P
L
14
C-102
RHT VUL
TRAIL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
KEY NOTES
SEE GRADING DETAIL FOR EXISTING TRAIL
TERMINUS REGRADING.
BEGIN BOARDWALK SECTION. SEE STRUCTURAL
SHEETS AND TRAIL ENLARGED GRADING DETAIL
SHEETS C-108 AND C-109.
END BOARDWALK SECTION
BEGIN PAVED TRAIL WITH WALL. SEE TYPICAL
SECTIONS SHEET C-201 AND WALL SHEETS
C-140, C-141, AND C-142.
SEE STRUCTURAL PLANS FOR RETAINING WALL
DETAILS.
(NOT USED)
(NOT USED)
SEE LANDSCAPE RESTORATION PLANS.
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER, SEE DETAIL 2 SHEET C-403
HMA CL 1/2 IN. PG 58H-22. THICKNESS: 6.5" OR
EXISTING (WHICHEVER IS GREATER).
PROTECT EXISTING CURB RAMP AND GUTTER.
SEE ENLARGED GRADING DETAIL SHEET C-108.
TRANSITION TO 3:1 FILL SLOPE. SEE DETAIL 4,
SHEET C-201.
BEGIN 30 LF LINEAR TAPER TO 10' TRAIL AND 1'
SHOULDER.
PROVIDE RAILROAD BALLAST BASE FOR
DRAINAGE. APPROXIMATE LOCATIONS ARE
INDICATED, TO BE VERIFIED WITH EXISTING
TERRAIN.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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
M
A
T
C
H
L
I
N
E
-
S
T
A
1
7
+
5
0
-
S
E
E
C
-
1
0
3
MA
T
C
H
L
I
N
E
-
S
T
A
1
3
+
2
5
-
S
E
E
C-
1
0
1
TRAIL / A-LINE PROFILE SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
SCALE (IN FEET)
0 10 20 40
HORZ
12
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
WL WL
WL
WL
WL
WL
WL
WL
WL
W
L
WL
WL
GA
T
E
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
383 38
2 381
379
378
389
388
387
386
384
383
382
381
379
377
378
382
381
377
376
383
389
388
387 386
380
385
380
390
380
38
5
380
380
PARCEL #1332730840
L8
C6 C7
WETLAND BOUNDARY
4
C-201
8
38
5
381382
38
3
38
4
380
381
382
LP LP HP
HP
KC PARCEL #3323059010
PARCEL #1332730840
KC PARCEL #3323059010
P
C
:
1
7
+
4
7
.
2
2
PC
:
2
0
+
0
5
.
6
3
PT
:
1
9
+
6
0
.
7
0
18+00
19+00 20+00 21+00
CANYON
T
E
R
R
A
C
E
T
R
A
C
T
KING CO
U
N
T
Y
P
A
R
K
S
P
R
O
P
E
R
T
Y
CANYON TERRACE TRACT
KING COUNTY PARKS PROPERTY
KC PARCEL #3323059057
A-LINE
370
380
390
400
370
380
390
400
17+50 18+00 19+00 20+00 21+00
EG
3
8
1
.
5
0
FG
3
8
4
.
2
5
EG
3
8
1
.
2
7
FG
3
8
3
.
2
0
EG
3
8
1
.
4
7
FG
3
8
2
.
4
8
EG
3
8
1
.
2
5
FG
3
8
2
.
0
1
EG
3
8
1
.
4
4
FG
3
8
1
.
8
1
EG
3
8
1
.
6
5
FG
3
8
1
.
6
3
EG
3
8
1
.
3
8
FG
3
8
1
.
7
0
EG
3
8
1
.
5
6
FG
3
8
1
.
6
8
EG
3
8
0
.
3
5
FG
3
8
1
.
0
8
EG
3
8
0
.
7
3
FG
3
8
0
.
7
3
EG
3
8
0
.
4
8
FG
3
8
0
.
9
5
EG
3
8
1
.
4
6
FG
3
8
1
.
7
2
EG
3
8
2
.
7
5
FG
3
8
2
.
3
0
EG
3
8
1
.
5
4
FG
3
8
2
.
3
0
EG
3
8
1
.
4
8
FG
3
8
2
.
0
0
3.69%-2.38%
-3.00%
-0.69%0.50%-1.37%
PV
I
S
T
A
=
1
7
+
6
5
.
0
0
EL
E
V
=
3
8
3
.
5
0
0
PV
I
S
T
A
=
1
8
+
8
0
.
0
0
EL
E
V
=
3
8
1
.
6
0
0
PV
I
S
T
A
=
1
9
+
2
0
.
0
0
EL
E
V
=
3
8
1
.
8
0
0
PV
I
S
T
A
=
2
0
+
9
0
.
0
0
EL
E
V
=
3
8
2
.
1
0
0
PVI STA: 20+50.00
PVI ELEV: 382.65
K: 10.85
LVC: 55.00
BV
C
S
:
2
0
+
2
2
.
5
0
BV
C
E
:
3
8
1
.
6
3
EV
C
S
:
2
0
+
7
7
.
5
0
EV
C
E
:
3
8
2
.
2
7
HIGH PT. STA: 20+62.58
HIGH PT ELEV: 382.37
3.69%-2.38%
-3.00%
-0.69%0.50%-1.37%
PVI STA: 18+15.00
PVI ELEV: 382.00
K: 20.00
LVC: 50.00
BV
C
S
:
1
7
+
9
0
.
0
0
BV
C
E
:
3
8
2
.
7
5
EV
C
S
:
1
8
+
4
0
.
0
0
EV
C
E
:
3
8
1
.
8
8
PVI STA: 19+85.00
PVI ELEV: 380.25
K: 10.70
LVC: 65.00
BV
C
S
:
1
9
+
5
2
.
5
0
BV
C
E
:
3
8
1
.
0
2
EV
C
S
:
2
0
+
1
7
.
5
0
EV
C
E
:
3
8
1
.
4
5
LOW PT. STA: 19+78.01
LOW PT ELEV: 380.72
EG
FG
TRAIL / A-LINE ALIGNMENT CURVE DATA
CURVE #
C6
C7
START STA
17+47.22
20+05.63
END STA
19+60.70
21+22.53
CHORD DIRECTION
N08° 48' 58.46"W
N00° 46' 15.41"W
CHORD LENGTH
211.86
116.80
RADIUS
500.0
800.0
START (E, N)
(1308139.65,160415.14)
(1308109.85,160669.35)
END (E, N)
(1308107.18,160624.50)
(1308108.28,160786.14)
TRAIL / A-LINE ALIGNMENT LINE DATA
LINE #
L8
START STA
19+60.70
END STA
20+05.63
LENGTH
44.93
DIRECTION
N03° 24' 55.02"E
START (E, N)
(1308107.18,160624.50)
END (E, N)
(1308109.85,160669.35)
J:
\
R
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8
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,
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s
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2
9
,
2
0
2
5
7
:
5
8
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.
ww
w
.
h
u
i
t
t
-
z
o
l
l
a
r
s
.
c
o
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17
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0
7
t
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A
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,
S
u
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t
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2
0
7
5
Se
a
t
t
l
e
,
W
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9
8
1
0
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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0
KI
N
G
C
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U
N
T
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D
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P
A
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T
M
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N
T
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F
N
A
T
U
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A
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S
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C
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S
A
N
D
P
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
15
C-103
RHT VUL
TRAIL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
KEY NOTES
SEE GRADING DETAIL FOR EXISTING TRAIL
TERMINUS REGRADING.
BEGIN BOARDWALK SECTION. SEE STRUCTURAL
SHEETS AND TRAIL ENLARGED GRADING DETAIL
SHEETS C-108 AND C-109.
END BOARDWALK SECTION
BEGIN PAVED TRAIL WITH WALL. SEE TYPICAL
SECTIONS SHEET C-201 AND WALL SHEETS
C-140, C-141, AND C-142.
SEE STRUCTURAL PLANS FOR RETAINING WALL
DETAILS.
(NOT USED)
(NOT USED)
SEE LANDSCAPE RESTORATION PLANS.
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER, SEE DETAIL 2 SHEET C-403
HMA CL 1/2 IN. PG 58H-22. THICKNESS: 6.5" OR
EXISTING (WHICHEVER IS GREATER).
PROTECT EXISTING CURB RAMP AND GUTTER.
SEE ENLARGED GRADING DETAIL SHEET C-108.
TRANSITION TO 3:1 FILL SLOPE. SEE DETAIL 4,
SHEET C-201.
BEGIN 30 LF LINEAR TAPER TO 10' TRAIL AND 1'
SHOULDER.
PROVIDE RAILROAD BALLAST BASE FOR
DRAINAGE. APPROXIMATE LOCATIONS ARE
INDICATED, TO BE VERIFIED WITH EXISTING
TERRAIN.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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
MA
T
C
H
L
I
N
E
-
S
T
A
2
1
+
0
0
-
S
E
E
C-
1
0
4
M
A
T
C
H
L
I
N
E
-
S
T
A
1
7
+
5
0
-
S
E
E
C
-
1
0
2
TRAIL / A-LINE PROFILE SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
SCALE (IN FEET)
0 10 20 40
HORZ
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
W
L
WL
WL
WL
WL WL
WL
WL
WL
W
L
WL WL
W
W
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
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
AP
N
3
3
2
3
0
5
9
0
1
0
386
384
383
382
381
379
378
377
376
387
386
384
383
382
381
379
37
8
37
7
376
385
380
390
380
375
L10L9
C8
WETLAND BOUNDARY
4
C-201
3
8
2
382
382
3
8
3
383
384 HP
LP
PARCEL #1332730840
KC PARCEL #3323059010
KC PARCEL #3323059057
14 PC
:
2
1
+
9
4
.
7
3
PT
:
2
2
+
5
5
.
5
4
PT
:
2
1
+
2
2
.
5
3
21+00
22+00 23+00
24+00
CANYON
T
E
R
R
A
C
E
T
R
A
C
T
KING CO
U
N
T
Y
P
A
R
K
S
P
R
O
P
E
R
T
Y
C7
APPROX
.
E
X
2
0
'
WATER E
A
S
E
M
E
N
T
AP
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X
.
E
X
2
0
'
WA
T
E
R
E
A
S
E
M
E
N
T
A-LINE
370
380
390
400
370
380
390
400
21+00 22+00 23+00 24+00 24+50
EG
3
8
1
.
4
8
FG
3
8
2
.
0
0
EG
3
8
1
.
9
2
FG
3
8
1
.
7
6
EG
3
8
1
.
8
9
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3
8
1
.
7
8
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3
8
2
.
0
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3
8
2
.
2
0
EG
3
8
2
.
6
8
FG
3
8
2
.
8
9
EG
3
8
3
.
6
6
FG
3
8
3
.
4
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EG
3
8
3
.
4
5
FG
3
8
3
.
6
7
EG
3
8
3
.
0
7
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3
8
3
.
4
9
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3
8
2
.
7
8
FG
3
8
3
.
1
3
EG
3
8
2
.
3
6
FG
3
8
2
.
7
6
EG
3
8
1
.
8
9
FG
3
8
2
.
4
0
EG
3
8
1
.
8
2
FG
3
8
2
.
1
8
EG
3
8
1
.
7
2
FG
3
8
1
.
9
7
EG
3
8
1
.
8
0
FG
3
8
1
.
7
5
EG
3
8
1
.
7
7
FG
3
8
1
.
5
3
2.78%-1.45%
-0.87%-1.00%
PV
I
S
T
A
=
2
3
+
5
0
.
0
0
EL
E
V
=
3
8
2
.
4
0
0
2.78%-1.45%
-0.87%-1.00%
PVI STA: 21+50.00
PVI ELEV: 381.50
K: 15.88
LVC: 60.00
BV
C
S
:
2
1
+
2
0
.
0
0
BV
C
E
:
3
8
1
.
8
0
EV
C
S
:
2
1
+
8
0
.
0
0
EV
C
E
:
3
8
2
.
3
3
LOW PT. STA: 21+35.88
LOW PT ELEV: 381.72
PVI STA: 22+40.00
PVI ELEV: 384.00
K: 16.54
LVC: 70.00
BV
C
S
:
2
2
+
0
5
.
0
0
BV
C
E
:
3
8
3
.
0
3
EV
C
S
:
2
2
+
7
5
.
0
0
EV
C
E
:
3
8
3
.
4
9
HIGH PT. STA: 22+50.94
HIGH PT ELEV: 383.67
EG
FG
EX SD XING
STA = 22+42.03
T/P = 382.7
EX. WATER XING
STA = 22+57.54
T/P = 380.2 (ASSUMED)
TRAIL / A-LINE ALIGNMENT LINE DATA
LINE #
L9
L10
START STA
21+22.53
22+55.54
END STA
21+94.73
25+21.42
LENGTH
72.20
265.88
DIRECTION
N04° 57' 25.83"W
N02° 00' 39.42"E
START (E, N)
(1308108.28,160786.14)
(1308100.48,160918.82)
END (E, N)
(1308102.04,160858.07)
(1308109.81,161184.53)
TRAIL / A-LINE ALIGNMENT CURVE DATA
CURVE #
C7
C8
START STA
20+05.63
21+94.73
END STA
21+22.53
22+55.54
CHORD DIRECTION
N00° 46' 15.41"W
N01° 28' 23.20"W
CHORD LENGTH
116.80
60.77
RADIUS
800.0
500.0
START (E, N)
(1308109.85,160669.35)
(1308102.04,160858.07)
END (E, N)
(1308108.28,160786.14)
(1308100.48,160918.82)
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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
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SITE NO.
PROJECT NO.
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1
9
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N
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124TH AVE SE
SE
1
8
8
T
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P
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16
C-104
RHT VUL
TRAIL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
KEY NOTES
SEE GRADING DETAIL FOR EXISTING TRAIL
TERMINUS REGRADING.
BEGIN BOARDWALK SECTION. SEE STRUCTURAL
SHEETS AND TRAIL ENLARGED GRADING DETAIL
SHEETS C-108 AND C-109.
END BOARDWALK SECTION
BEGIN PAVED TRAIL WITH WALL. SEE TYPICAL
SECTIONS SHEET C-201 AND WALL SHEETS
C-140, C-141, AND C-142.
SEE STRUCTURAL PLANS FOR RETAINING WALL
DETAILS.
(NOT USED)
(NOT USED)
SEE LANDSCAPE RESTORATION PLANS.
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER, SEE DETAIL 2 SHEET C-403
HMA CL 1/2 IN. PG 58H-22. THICKNESS: 6.5" OR
EXISTING (WHICHEVER IS GREATER).
PROTECT EXISTING CURB RAMP AND GUTTER.
SEE ENLARGED GRADING DETAIL SHEET C-108.
TRANSITION TO 3:1 FILL SLOPE. SEE DETAIL 4,
SHEET C-201.
BEGIN 30 LF LINEAR TAPER TO 10' TRAIL AND 1'
SHOULDER.
PROVIDE RAILROAD BALLAST BASE FOR
DRAINAGE. APPROXIMATE LOCATIONS ARE
INDICATED, TO BE VERIFIED WITH EXISTING
TERRAIN.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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
MA
T
C
H
L
I
N
E
-
S
T
A
2
4
+
5
0
-
S
E
E
C-
1
0
5
MA
T
C
H
L
I
N
E
-
S
T
A
2
1
+
0
0
-
S
E
E
C-
1
0
3
TRAIL / A-LINE PROFILE SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
SCALE (IN FEET)
0 10 20 40
HORZ
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
WL
WL
WL
WL
WL WL
WL
WL
WL
WL
WL
WL
SD
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
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
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
AP
N
3
3
2
3
0
5
9
0
7
3
AP
N
3
3
2
3
0
5
9
0
1
0
397
394
393
392
383
382
381
379
378
377
376
386
387
388
381
382
383
384
378
379
377
376
389
376
395
390
385
380
385
380
390
390
380
395
38
0
385
375
380
379
381
L11
C9
C10
WETLAND BOUNDARY
4
C-201
LP
HP
380
380
379
379381
381
KC PARCEL #3323059010 KC PARCEL #3323059073
14
PC
:
2
5
+
2
1
.
4
2
P
C
:
2
7
+
8
3
.
4
0
P
T
:
2
6
+
0
8
.
3
1
P
R
C
:
2
8
+
4
8
.
2
7
25+00
26+00
27+00
28+00
L10
C10
A-LINE
370
380
390
400
370
380
390
400
24+50 25+00 26+00 27+00 28+00 28+25
EG
3
8
1
.
7
7
FG
3
8
1
.
5
3
EG
3
8
1
.
6
5
FG
3
8
1
.
3
2
EG
3
8
1
.
3
1
FG
3
8
1
.
1
0
EG
3
8
0
.
8
9
FG
3
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.
7
0
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3
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3
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EG
3
7
9
.
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4
FG
3
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9
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9
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EG
3
7
9
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2
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FG
3
7
9
.
5
9
EG
3
7
9
.
3
3
FG
3
7
9
.
6
4
EG
3
7
9
.
7
7
FG
3
7
9
.
7
8
EG
3
7
9
.
6
6
FG
3
7
9
.
9
1
EG
3
7
9
.
8
4
FG
3
8
0
.
0
5
EG
3
8
0
.
1
7
FG
3
8
0
.
1
9
EG
3
7
9
.
9
1
FG
3
8
0
.
3
2
EG
3
8
0
.
6
0
FG
3
8
0
.
4
6
EG
3
8
0
.
8
6
FG
3
8
0
.
6
0
EG
3
8
0
.
4
9
FG
3
8
0
.
4
0
-1.60%0.55%-0.80%
PV
I
S
T
A
=
2
5
+
0
0
.
0
0
EL
E
V
=
3
8
1
.
1
0
0
PV
I
S
T
A
=
2
8
+
0
0
.
0
0
EL
E
V
=
3
8
0
.
6
0
0
PVI STA: 26+00.00
PVI ELEV: 379.50
K: 16.28
LVC: 35.00
BV
C
S
:
2
5
+
8
2
.
5
0
BV
C
E
:
3
7
9
.
7
8
EV
C
S
:
2
6
+
1
7
.
5
0
EV
C
E
:
3
7
9
.
6
0
LOW PT. STA: 26+08.55
LOW PT ELEV: 379.57
-1.60%0.55%-0.80%
EG
FG
TRAIL / A-LINE ALIGNMENT CURVE DATA
CURVE #
C9
C10
START STA
25+21.42
27+83.40
END STA
26+08.31
28+48.27
CHORD DIRECTION
N06° 17' 10.17"W
N26° 58' 21.01"W
CHORD LENGTH
86.58
64.37
RADIUS
300.0
150.0
START (E, N)
(1308109.81,161184.53)
(1308056.24,161440.04)
END (E, N)
(1308100.33,161270.59)
(1308027.05,161497.41)
TRAIL / A-LINE ALIGNMENT LINE DATA
LINE #
L10
L11
START STA
22+55.54
26+08.31
END STA
25+21.42
27+83.40
LENGTH
265.88
175.09
DIRECTION
N02° 00' 39.42"E
N14° 34' 59.76"W
START (E, N)
(1308100.48,160918.82)
(1308100.33,161270.59)
END (E, N)
(1308109.81,161184.53)
(1308056.24,161440.04)
J:
\
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2
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5
8
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.
ww
w
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h
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a
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7
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9
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N
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N
D
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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
17
C-105
RHT VUL
TRAIL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
KEY NOTES
SEE GRADING DETAIL FOR EXISTING TRAIL
TERMINUS REGRADING.
BEGIN BOARDWALK SECTION. SEE STRUCTURAL
SHEETS AND TRAIL ENLARGED GRADING DETAIL
SHEETS C-108 AND C-109.
END BOARDWALK SECTION
BEGIN PAVED TRAIL WITH WALL. SEE TYPICAL
SECTIONS SHEET C-201 AND WALL SHEETS
C-140, C-141, AND C-142.
SEE STRUCTURAL PLANS FOR RETAINING WALL
DETAILS.
(NOT USED)
(NOT USED)
SEE LANDSCAPE RESTORATION PLANS.
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER, SEE DETAIL 2 SHEET C-403
HMA CL 1/2 IN. PG 58H-22. THICKNESS: 6.5" OR
EXISTING (WHICHEVER IS GREATER).
PROTECT EXISTING CURB RAMP AND GUTTER.
SEE ENLARGED GRADING DETAIL SHEET C-108.
TRANSITION TO 3:1 FILL SLOPE. SEE DETAIL 4,
SHEET C-201.
BEGIN 30 LF LINEAR TAPER TO 10' TRAIL AND 1'
SHOULDER.
PROVIDE RAILROAD BALLAST BASE FOR
DRAINAGE. APPROXIMATE LOCATIONS ARE
INDICATED, TO BE VERIFIED WITH EXISTING
TERRAIN.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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
M
A
T
C
H
L
I
N
E
-
S
T
A
2
8
+
2
5
-
S
E
E
C
-
1
0
6
MA
T
C
H
L
I
N
E
-
S
T
A
2
4
+
5
0
-
S
E
E
C-
1
0
4
TRAIL / A-LINE PROFILE SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
SCALE (IN FEET)
0 10 20 40
HORZ
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
WL
WL
WL
WL
WL
WL WL GATE
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
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
S
382
383
384
381
379
37
8
3
7
7
3
7
6
3
8
1
38
2
383
384384
380
37
5
38
0
385
390
395
3
8
0
KC PARCEL #3323059073
L12
C11
C10
WETLAND BOUNDARY
4
C-201
5
C-
2
0
1
8
>>
>>
>>
>>
>>
>>
>>
>>
>>
LP
HP
378
379
380
385
378
379
381
382
383
384
38
2
38
1
BEGIN 40 LF DISPERSION
TRENCH 12 INCH PIPE
SEE DETAIL 2, SHEET C-132
12 INCH CPEP
31 LF, SLOPE = 1.00%
SEE PROFILE SD1, SHEET C-110.
BEGIN CROSS SLOPE
TRANSITION AT STA = 30+25
END CROSS SLOPE
TRANSITION AT STA = 30+75
379
5
C-201
CB #3, TYPE 1 W/ SOLID LID
STA = 30+50.00, 21.40 R
RIM = 378.54
IE IN = 375.79 12" ∅ W
C12
END DISPERSION TRENCH
STA = 30+85.65, 22.92 R
PC
:
3
0
+
2
6
.
2
7
PT
:
2
9
+
3
9
.
7
2
P
T
:
3
1
+
4
1
.
7
8
P
R
C
:
2
8
+
4
8
.
2
7
28+00
29+00
30+00
31+00
CB #2, TYPE 1
STA = 30+50.00, 9.47 L
RIM = 378.92
IE OUT = 376.10 12" ∅ E
C10
3:
1
STA = 31+65.17, 33.25 R
A-LINE
370
380
390
400
370
380
390
400
28+25 29+00 30+00 31+0031+10
EG
3
8
0
.
4
9
FG
3
8
0
.
4
0
EG
3
8
0
.
0
2
FG
3
8
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.
2
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EG
3
7
8
.
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3
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6
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9
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4
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3
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4
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9
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7
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3
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9
.
9
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3
7
9
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6
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EG
3
7
9
.
9
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FG
3
7
9
.
3
0
EG
3
7
8
.
9
8
FG
3
7
9
.
0
6
EG
3
7
9
.
2
5
FG
3
7
9
.
2
5
EG
3
7
9
.
6
5
FG
3
7
9
.
8
6
EG
3
8
0
.
5
2
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3
8
0
.
9
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EG
3
8
1
.
8
5
FG
3
8
1
.
4
0
-0.80%
-1.80%1.52%-2.24%
PV
I
S
T
A
=
2
8
+
5
0
.
0
0
EL
E
V
=
3
8
0
.
2
0
0
PVI STA: 29+12.50
PVI ELEV: 378.80
K: 13.30
LVC: 50.00
BV
C
S
:
2
8
+
8
7
.
5
0
BV
C
E
:
3
7
9
.
3
6
EV
C
S
:
2
9
+
3
7
.
5
0
EV
C
E
:
3
7
9
.
1
8
LOW PT. STA: 29+17.29
LOW PT ELEV: 379.03
PVI STA: 30+50.00
PVI ELEV: 378.40
K: 14.71
LVC: 100.00
BV
C
S
:
3
0
+
0
0
.
0
0
BV
C
E
:
3
7
9
.
3
0
EV
C
S
:
3
1
+
0
0
.
0
0
EV
C
E
:
3
8
0
.
9
0
LOW PT. STA: 30+26.47
LOW PT ELEV: 379.06
-0.80%
-1.80%1.52%-2.24%
PVI STA: 29+75.00
PVI ELEV: 379.75
K: 10.54
LVC: 35.00
BV
C
S
:
2
9
+
5
7
.
5
0
BV
C
E
:
3
7
9
.
4
8
EV
C
S
:
2
9
+
9
2
.
5
0
EV
C
E
:
3
7
9
.
4
3
HIGH PT. STA: 29+73.52
HIGH PT ELEV: 379.61
EG
FG
PROPOSED SD XING
STA = 30+50.00
T/P = 377.0
TRAIL / A-LINE ALIGNMENT LINE DATA
LINE #
L12
START STA
29+39.72
END STA
30+26.27
LENGTH
86.55
DIRECTION
N04° 25' 43.12"W
START (E, N)
(1307993.47,161580.95)
END (E, N)
(1307986.79,161667.25)
TRAIL / A-LINE ALIGNMENT CURVE DATA
CURVE #
C10
C11
C12
START STA
27+83.40
28+48.27
30+26.27
END STA
28+48.27
29+39.72
31+41.78
CHORD DIRECTION
N26° 58' 21.01"W
N21° 53' 42.68"W
N21° 50' 43.66"W
CHORD LENGTH
64.37
90.04
113.74
RADIUS
150.0
150.0
190.0
START (E, N)
(1308056.24,161440.04)
(1308027.05,161497.41)
(1307986.79,161667.25)
END (E, N)
(1308027.05,161497.41)
(1307993.47,161580.95)
(1307944.47,161772.82)
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
E
N
S
I
O
N
150278.53
E00091E07 - AM. 25
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1
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C-106
RHT VUL
TRAIL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
KEY NOTES
SEE GRADING DETAIL FOR EXISTING TRAIL
TERMINUS REGRADING.
BEGIN BOARDWALK SECTION. SEE STRUCTURAL
SHEETS AND TRAIL ENLARGED GRADING DETAIL
SHEETS C-108 AND C-109.
END BOARDWALK SECTION
BEGIN PAVED TRAIL WITH WALL. SEE TYPICAL
SECTIONS SHEET C-201 AND WALL SHEETS
C-140, C-141, AND C-142.
SEE STRUCTURAL PLANS FOR RETAINING WALL
DETAILS.
(NOT USED)
(NOT USED)
SEE LANDSCAPE RESTORATION PLANS.
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER, SEE DETAIL 2 SHEET C-403
HMA CL 1/2 IN. PG 58H-22. THICKNESS: 6.5" OR
EXISTING (WHICHEVER IS GREATER).
PROTECT EXISTING CURB RAMP AND GUTTER.
SEE ENLARGED GRADING DETAIL SHEET C-108.
TRANSITION TO 3:1 FILL SLOPE. SEE DETAIL 4,
SHEET C-201.
BEGIN 30 LF LINEAR TAPER TO 10' TRAIL AND 1'
SHOULDER.
PROVIDE RAILROAD BALLAST BASE FOR
DRAINAGE. APPROXIMATE LOCATIONS ARE
INDICATED, TO BE VERIFIED WITH EXISTING
TERRAIN.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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
M
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C
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-
S
T
A
2
8
+
2
5
-
S
E
E
C
-
1
0
5
TRAIL / A-LINE PROFILE SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
SCALE (IN FEET)
0 10 20 40
HORZ 08/29/2025
NO
T
F
O
R
C
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S
T
R
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GA
T
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GA
T
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GA
T
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OP
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OP
O
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OP
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OP
O
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OP
OP
OP
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P
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OP
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P
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OP
APN 3323059073
S
38
1
386
387
388
389
384
38
3
381
382
377387
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
380
PARCEL #0305500310
PARCEL #3323059039
DRAINAGE SWALE
L14C14
12 INCH CPEP
87 LF, SLOPE = 1.37%
SEE PROFILE SD2, SHEET C-110.
5
C-201
A-LINE STA 32+30.00
BEGIN WALL A3
D
D
HP
>>>>>>>>>>>>>>
>>>>>>>>>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>>
H
P
LP
382
381
3
8
0
3
8
1
3
8
2
3
8
3
3
8
4
383
382
383
38438
538
6
387
A-LINE STA 33+20.00
END WALL A3
PARCEL #6199600180
KC PARCEL #3323059073
S
E
1
8
6
T
H
S
T
TRAIL TERMINUS, SEE
ENLARGE GRADING
DETAIL SHEET.
L
1
3
C13
C
1
2
1
C-109
END DISPERSION TRENCH
STA = 30+85.65, 22.92 R
EP: 3
4
+
4
9
.
1
5
PC
:
3
3
+
7
6
.
4
3
PC:
3
1
+
9
1
.
9
7
PT: 3
4
+
2
2
.
6
9
PT:
3
1
+
4
1
.
7
8
PT
:
3
2
+
7
6
.
2
8
3
4
+
4
9
3
1
+
0
0
3
2
+
0
0
33+00
34
+
0
0
CB #4, TYPE 1
STA = 32+40.00, 12.70 L
RIM = 381.85
IE OUT = 380.20 12" ∅ E
PROVIDE 6'X6' ACP
COLLAR AROUND
EXISTING SSMH
FRAME/COVER
3:1
KING COUNTY PARKS PROPERTY
6
C-201
PARCEL #6199600180
WATER
EASEMENT
PCC: 32+36.80, 8.00 R
PC: 31+91.97, 6.00 R
PCC: 32+45.07, 6.05 R
PT: 32+66.82, 6.48 R
PT: 32+69.83, 5.22 R
PC: 31+92.49, 6.00 L
PCC: 32+46.71, 6.00 L
PT: 32+87.78, 4.99 L
PC: 31+91.97, 8.00 L
PCC: 32+45.01, 8.00 L
PT: 32+91.11, 6.00 L
PC: 31+91.97, 8.00 R
R=81.92
R
=
10
7.8
9
R
=
1
0
6
.0
0
R=84.00
R=148.00
R=94.00
R=92.00
R=150.00
END DISPERSION TRENCH
STA = 31+20.36, 36.45 R
BEGIN 40 LF DISPERSION
TRENCH 12 INCH PIPE
STA = 31+65.17, 33.25 R
SEE DETAIL 2, SHEET C-132
CB #5, TYPE 1
STA = 31+65.17, 33.25 R
RIM = 380.62
IE IN = 379.00 12" ∅ W
A
-
L
I
N
E
370
380
390
400
370
380
390
400
31+10 32+00 33+00 34+00 34+50
EG
3
8
1
.
8
5
FG
3
8
1
.
4
0
EG
3
8
2
.
8
8
FG
3
8
2
.
1
4
EG
3
8
3
.
9
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FG
3
8
3
.
1
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EG
3
8
4
.
0
9
FG
3
8
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.
6
4
EG
3
8
2
.
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FG
3
8
3
.
7
7
EG
3
8
0
.
1
2
FG
3
8
3
.
5
5
EG
3
8
0
.
3
9
FG
3
8
3
.
4
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EG
3
8
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.
8
2
FG
3
8
3
.
6
5
EG
3
8
2
.
6
7
FG
3
8
3
.
8
4
EG
3
8
3
.
7
1
FG
3
8
4
.
3
5
EG
3
8
4
.
8
6
FG
3
8
5
.
2
7
EG
3
8
5
.
8
7
FG
3
8
6
.
5
0
EG
3
8
7
.
0
5
FG
3
8
7
.
1
7
EG
3
8
6
.
8
3
FG EG FG
-0.84%
5.00%
5.00%
-1.00%0.71%
PVI STA = 34+05.31
ELEV = 387.122
PV
I
S
T
A
=
3
2
+
4
0
.
0
0
EL
E
V
=
3
8
3
.
4
0
0
PVI STA:33+25.00
PVI ELEV:384.00
K:15.14
LVC:65.00
BV
C
S
:
3
2
+
9
2
.
5
0
BV
C
E
:
3
8
3
.
7
7
EV
C
S
:
3
3
+
5
7
.
5
0
EV
C
E
:
3
8
5
.
6
2
PVI STA: 33+90.00
PVI ELEV: 387.25
K: 3.43
LVC: 20.00
BV
C
S
:
3
3
+
8
0
.
0
0
BV
C
E
:
3
8
6
.
7
5
EV
C
S
:
3
4
+
0
0
.
0
0
EV
C
E
:
3
8
7
.
1
7
HIGH PT. STA: 33+97.13
HIGH PT ELEV: 387.18
PVI STA: 31+65.00
PVI ELEV: 384.15
K: 15.00
LVC: 90.00
BV
C
S
:
3
1
+
2
0
.
0
0
BV
C
E
:
3
8
1
.
9
0
EV
C
S
:
3
2
+
1
0
.
0
0
EV
C
E
:
3
8
3
.
7
0
HIGH PT. STA: 31+95.00
HIGH PT ELEV: 383.78
-0.84%
5.00%
5.00%
-1.00%0.71%
EG
FG
EX. SS XING
STA = 34+05.78
T/P = 376.4
EX. SS XING
STA = 31+46.19
T/P = 372.9
EX. SS XING
STA = 33+13.41
T/P = 375.1
EX SD XING
STA = 31+63.06
T/P = 380.7
EX SD XING
STA = 32+98.83
T/P = 381.4
EX SD XING
STA = 33+86.65
T/P = 384.6
PROPOSED SD
STA = 32+06.47
T/P = 380.7
LOW PT.
STA = 32+40
TRAIL / A-LINE ALIGNMENT LINE DATA
LINE #
L13
L14
START STA
31+41.78
32+76.28
END STA
31+91.97
33+76.43
LENGTH
50.18
100.15
DIRECTION
N39° 15' 44.19"W
N87° 34' 16.92"W
START (E, N)
(1307944.47,161772.82)
(1307839.52,161848.30)
END (E, N)
(1307912.71,161811.68)
(1307739.46,161852.54)
TRAIL / A-LINE ALIGNMENT CURVE DATA
CURVE #
C13
C14
START STA
31+91.97
33+76.43
END STA
32+76.28
34+22.69
CHORD DIRECTION
N63° 25' 00.56"W
N61° 04' 02.84"W
CHORD LENGTH
81.84
44.63
RADIUS
100.0
50.0
START (E, N)
(1307912.71,161811.68)
(1307739.46,161852.54)
END (E, N)
(1307839.52,161848.30)
(1307700.40,161874.13)
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
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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NTS N
SE
1
9
2
N
D
S
T
124TH AVE SE
SE
1
8
8
T
H
P
L
19
C-107
RHT VUL
TRAIL PLAN &
PROFILE
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
KEY NOTES
SEE GRADING DETAIL FOR EXISTING TRAIL
TERMINUS REGRADING.
BEGIN BOARDWALK SECTION. SEE STRUCTURAL
SHEETS AND TRAIL ENLARGED GRADING DETAIL
SHEETS C-108 AND C-109.
END BOARDWALK SECTION
BEGIN PAVED TRAIL WITH WALL. SEE TYPICAL
SECTIONS SHEET C-201 AND WALL SHEETS
C-140, C-141, AND C-142.
SEE STRUCTURAL PLANS FOR RETAINING WALL
DETAILS.
(NOT USED)
(NOT USED)
SEE LANDSCAPE RESTORATION PLANS.
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER, SEE DETAIL 2 SHEET C-403
HMA CL 1/2 IN. PG 58H-22. THICKNESS: 6.5" OR
EXISTING (WHICHEVER IS GREATER).
PROTECT EXISTING CURB RAMP AND GUTTER.
SEE ENLARGED GRADING DETAIL SHEET C-108.
TRANSITION TO 3:1 FILL SLOPE. SEE DETAIL 4,
SHEET C-201.
BEGIN 30 LF LINEAR TAPER TO 10' TRAIL AND 1'
SHOULDER.
PROVIDE RAILROAD BALLAST BASE FOR
DRAINAGE. APPROXIMATE LOCATIONS ARE
INDICATED, TO BE VERIFIED WITH EXISTING
TERRAIN.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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
TRAIL / A-LINE PROFILE SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
SCALE (IN FEET)
0 10 20 40
HORZ
4 13
MATC
H
L
I
N
E
-
S
T
A
3
1
+
1
0
-
S
E
E
C-106
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
PB
12+0
0
12
+
5
0
38
8
38
9
39
0
38
9
38
5
38
3
38
4
38
6
38
7
38
8
38
9
H
P
SE 192ND ST
12
4
T
H
A
V
E
S
E
ME, BC
EL = 389.77
N: 159897.24
E: 1308172.82
ME, AP, BC
EL = 390.10
N: 159901.80
E: 1308170.45
ME
EL = 389.57
N: 159890.23
E: 1308179.57
ME, AP, BC
EL = 389.16
N: 159886.43
E: 1308187.12
ME
EL = 390.06
N: 159899.28
E: 1308166.05
FL, ME
EL = 388.65
N: 159881.16
E: 1308185.17
ME, TC
EL = 389.13
N: 159881.66
E: 1308185.29
AP
EL = 389.89
N: 159925.26
E: 1308167.77 R20.00'
AP
EL = 390.21
N: 159918.46
E: 1308165.67
AP, BC
EL = 389.91
N: 159898.81
E: 1308175.03
AP, BC
EL = 389.76
N: 159892.74
E: 1308181.34
BC
EL = 389.18
N: 159889.27
E: 1308188.07
TC
EL = 389.75
N: 159892.06
E: 1308181.46
TC
EL = 389.19
N: 159888.80
E: 1308187.90
TC
EL = 389.23
N: 159886.92
E: 1308187.22
TC
EL = 389.79
N: 159890.42
E: 1308180.31
3
9
0
TC
EL = 390.17
N: 159901.97
E: 1308170.92
AP, BC
EL = 390.09
N: 159914.48
E: 1308169.41
TC
EL = 390.08
N: 159897.96
E: 1308172.94
TC
EL = 389.95
N: 159898.97
E: 1308174.29
3.0
0
'
@
6
.
3
3
%
9
.
7
2'
@
2.0
9
%
2.72
'
@
4
.
8
5
%
8
.8
2'
@
1.6
5
%
R27.00'
R20.00'
R20.00'
R15.00'
WLWLWLWLWLWL
O
P
O
P
OP
OP
O
P
OP
OP
O
P
O
P
OP
OP
O
P
O
P
OP
10+50
38
0
50+00
377
378
379
376
377
378
3
7
9
SE 192ND ST
FL
EL = 379.01
N: 159865.88
E: 1308351.48 FL
EL = 378.63
N: 159865.75
E: 1308373.50
TC
EL = 379.13
N: 159866.29
E: 1308373.50
AP
EL = 378.99
N: 159872.85
E: 1308363.55
AP
EL = 379.15
N: 159883.35
E: 1308363.57
BOW
EL = 379.27
N: 159883.42
E: 1308351.58
SE 192ND ST
FL
EL = 378.89
N: 159865.85
E: 1308363.51
17
.
0
0
'
@
1
.
5
0
%
12.00' @ 1.00%
10
.
5
0
'
@
1
.
5
0
%
6.
5
0
'
@
1
.
5
0
%
TC
EL = 378.89
N: 159866.35
E: 1308363.51
TC
EL = 379.01
N: 159866.42
E: 1308351.48
TC
EL = 379.74
N: 159866.52
E: 1308336.49
FL
EL = 379.24
N: 159865.97
E: 1308336.49
3
7
9
379
12.00' @ 1.00%
379
6.
5
0
'
@
2
.
0
0
%
10.00' @ 2.76%
AP
EL = 379.26
N: 159872.79
E: 1308373.54
10.00' @ 2.44%
GATE
PB
380
10
+
0
0
ME, FL
EL = 378.48
N: 159836.52
E: 1308369.62
ME, TC
EL = 378.87
N: 159835.98
E: 1308369.61
ME, AP
EL = 378.90
N: 159829.49
E: 1308369.57
AP
EL = 378.91
N: 159829.52
E: 1308363.57
ME, AP
EL = 378.84
N: 159816.05
E: 1308365.87
ME, AP
EL = 378.93
N: 159814.35
E: 1308354.15
AP
EL = 379.09
N: 159829.60
E: 1308351.55
ME, AP
EL = 379.84
N: 159829.68
E: 1308339.40
ME, TC
EL = 379.74
N: 159836.18
E: 1308339.44
ME, FL
EL = 379.30
N: 159836.72
E: 1308339.44
TC
EL = 378.97
N: 159836.10
E: 1308351.59
FL
EL = 378.97
N: 159836.64
E: 1308351.59
FL
EL = 378.79
N: 159836.56
E: 1308363.62
TC
EL = 378.79
N: 159836.02
E: 1308363.62
SE 192ND ST
379
37
9
379
376
6.
5
0
'
@
1
.
8
5
%
12.15' @ 6.30%
6.
5
0
'
@
1
.
8
5
%
6.
5
0
'
@
0
.
4
9
%
9.
6
8
'
@
1
.
7
8
%
4.
0
0
'
@
3
.
0
9
%
11.84' @ 0.76%
12.15' @ 6.13%
6.
5
0
'
@
1
.
5
4
%
12.15' @ 2.73%
6.00' @ 1.27%
6.00' @ 5.20%12.00' @ 1.50%
12.00' @ 1.50%
R/W
12.02' @ 1.69%4
.
0
0
'
@
2
.
5
2
%
ME, AP
EL = 379.21
N: 159825.66
E: 1308352.22
ME, AP
EL = 379.01
N: 159825.59
E: 1308364.24
12.02' @ 1.50%
6.00' @ 0.20%
11
.
4
7
'
@
2
.
5
0
%
379
J:
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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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a
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17
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2
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7
5
Se
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9
8
1
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1
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1
3
6
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20
6
.
3
2
4
.
5
5
0
0
KI
N
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A
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A
L
RE
S
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C
E
S
A
N
D
P
A
R
K
S
3920
C-108
RHT VUL
TRAIL ENLARGED
GRADING DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
SCALE (IN FEET)
0 2.5 5 10
HORZ
SCALE (IN FEET)
0 2.5 5 10
HORZ
LEGEND
SIDEWALK
BOARDWALK
ACP TRAIL
SHOULDER
DAYLIGHT FILL
DAYLIGHT CUT
DRAINAGE ARROW
LP
HP DRAINAGE HIGH POINT
DRAINAGE LOW POINT
SPOT ELEVATION1DESC.
EL = 200.00
N: 12.07
E: 27.13
GENERAL NOTES
1.RADIUS CALLOUTS ARE AT FACE OF CURB.
2.EACH ADA ELEMENT SHALL MEET APPLICABLE
CROSS SLOPE AND RUNNING SLOPE ADA
STANDARDS. ELEMENTS NOTED ON PLANS ARE
FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO MAKE FIELD
ADJUSTMENTS AS NECESSARY TO ENSURE
GRADES MEET ALL ACCESSIBILITY
REQUIREMENTS.
3.CONTRACTOR SHALL PROVIDE SURVEY STAKING
TO THE LEVEL OF SURVEY ACCURACY
NECESSARY TO SUPPORT THE CONSTRUCTION OF
SIDEWALK, CURBS, CURB RAMPS, AND RELATED
PROJECT ELEMENTS. TRADITIONAL SURVEY AND
STAKING METHODS SHALL BE SUPPLEMENTED IN
THE FIELD BY THE CONTRACTOR THROUGH THE
USE OF A CONTRACTOR SUPPLIED 4-FT LONG
'SMART' LEVEL TO DIGITALLY MEASURE SLOPES.
SMART LEVEL SHALL BE CALIBRATED. GUAGING
COMPLIANCE WILL BE BASED ON THE LEVEL OF
PRECISION STATED FOR EACH APPLICABLE
REQUIREMENT.
4.DETECTABLE WARNING SURFACE IS 2' WIDE
MEASURED FROM BACK OF CURB. UNLESS NOTED
OTHERWISE .
5.ALL CURBS ARE 6" HIGH, UNLESS OTHERWISE
NOTED.
GRADING NOTE
1.UNLESS MEF IS REQUIRED, AS NOTED ON THE
PLAN, EACH ELEMENT SHALL MEET APPLICABLE
CROSS SLOPE AND RUNNING SLOPE ADA
STANDARDS ELEMENTS NOTED ON PLANS ARE
FOR REFERENCE ONLY.
FILL WALL
SLOPE ARROW
AP - ANGLE POINT
BC - BOTTOM OF CURB
EL - ELEVATION
FL - FLOWLINE
ME - MATCH EXISTING
TC - TOP OF CURB
SCALE (IN FEET)
0 2.5 5 10
HORZ
1
C-108
CURB RAMP AT NORTH SIDE OF SE 192ND ST
3
C-108
CURB RAMP AT SOUTH SIDE OF SE 192ND ST
4
C-108
NORTHEAST CORNER OF 124TH AVE SE & SE 192ND ST INTERSECTION
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
34
+
0
0
>>
>>
>>>>>>>>>>>>>>>>>>>>
HP
387
38
7
387388 38
6
3
7
9
3
8
0
38
1
38
2
38
3
38
4
38
5
38
6
38
6
387
PC
EL = 387.07
N: 161852.05
E: 1307719.67
ME
EL = 387.05
N: 161851.50
E: 1307717.43
ME
EL = 387.09
N: 161859.73
E: 1307712.05
ME
EL = 387.14
N: 161870.43
E: 1307717.99
PC
EL = 387.27
N: 161861.22
E: 1307723.66
S
16
+
0
0
389
388
387
KI
N
G
C
O
U
N
T
Y
PA
R
K
S
P
R
O
P
E
R
T
Y
387
38
8
38
5
38
6
38
7
EX DEPRESSED
CURB & GUTTER
TO REMAIN
EX CROSSWALK
STRIPING TO
REMAIN
FUTURE
DEDICATED R/W
ME, FL
EL = 387.90
N: 160285.07
E: 1308160.13
ME, FL
EL = 387.74
N: 160279.99
E: 1308160.58
AP, BC
EL = 387.94
N: 160285.55
E: 1308167.13
AP, BC
EL = 387.87
N: 160280.40
E: 1308167.46
TC
EL = 388.37
N: 160279.90
E: 1308167.50BC
EL = 387.91
N: 160280.27
E: 1308165.51
TC
EL = 388.41
N: 160279.77
E: 1308165.54
AP, BC
EL = 387.77
N: 160279.98
E: 1308161.05
TC
EL = 388.27
N: 160279.48
E: 1308161.08
AP, BC
EL = 387.90
N: 160285.12
E: 1308160.59
TC
EL = 388.40
N: 160285.62
E: 1308160.56
BC
EL = 387.98
N: 160285.42
E: 1308165.17
TC
EL = 388.48
N: 160285.92
E: 1308165.14
TC
EL = 388.44
N: 160286.05
E: 1308167.10
R
/
W
CANYON
TERRACE TRACT
389
38
5
38
4
38
6
4.59' @ 1.91%
5.
1
6
'
@
2
.
4
8
%
4.47' @ 3.28%
5.
1
6
'
@
1
.
3
4
%
1.96' @ 2.01%
1.96' @ 1.99%
J:
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5
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5
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1
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0
9
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A
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2
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,
2
0
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5
8
:
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0
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
-
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a
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s
.
c
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17
0
0
7
t
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A
v
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n
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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
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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
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D
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P
A
R
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E
N
T
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F
N
A
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A
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RE
S
O
U
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C
E
S
A
N
D
P
A
R
K
S
3921
C-109
RHT VUL
TRAIL ENLARGED
GRADING DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
LEGEND
SIDEWALK
BOARDWALK
ACP TRAIL
SHOULDER
DAYLIGHT FILL
DAYLIGHT CUT
DRAINAGE ARROW
LP
HP DRAINAGE HIGH POINT
DRAINAGE LOW POINT
SPOT ELEVATION1DESC.
EL = 200.00
N: 12.07
E: 27.13
GENERAL NOTES
1.RADIUS CALLOUTS ARE AT FACE OF CURB.
2.EACH ADA ELEMENT SHALL MEET APPLICABLE
CROSS SLOPE AND RUNNING SLOPE ADA
STANDARDS. ELEMENTS NOTED ON PLANS ARE
FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO MAKE FIELD
ADJUSTMENTS AS NECESSARY TO ENSURE
GRADES MEET ALL ACCESSIBILITY
REQUIREMENTS.
3.CONTRACTOR SHALL PROVIDE SURVEY STAKING
TO THE LEVEL OF SURVEY ACCURACY
NECESSARY TO SUPPORT THE CONSTRUCTION OF
SIDEWALK, CURBS, CURB RAMPS, AND RELATED
PROJECT ELEMENTS. TRADITIONAL SURVEY AND
STAKING METHODS SHALL BE SUPPLEMENTED IN
THE FIELD BY THE CONTRACTOR THROUGH THE
USE OF A CONTRACTOR SUPPLIED 4-FT LONG
'SMART' LEVEL TO DIGITALLY MEASURE SLOPES.
SMART LEVEL SHALL BE CALIBRATED. GUAGING
COMPLIANCE WILL BE BASED ON THE LEVEL OF
PRECISION STATED FOR EACH APPLICABLE
REQUIREMENT.
4.DETECTABLE WARNING SURFACE IS 2' WIDE
MEASURED FROM BACK OF CURB. UNLESS NOTED
OTHERWISE .
5.ALL CURBS ARE 6" HIGH, UNLESS OTHERWISE
NOTED.
GRADING NOTE
1.UNLESS MEF IS REQUIRED, AS NOTED ON THE
PLAN, EACH ELEMENT SHALL MEET APPLICABLE
CROSS SLOPE AND RUNNING SLOPE ADA
STANDARDS ELEMENTS NOTED ON PLANS ARE
FOR REFERENCE ONLY.
FILL WALL
SLOPE ARROW
SCALE (IN FEET)
0 2.5 5 10
HORZ
AP - ANGLE POINT
BCC - BOTTOM OF CURB
FL - FLOWLINE
ME - MATCH EXISTING
PC - POINT OF CURVATURE
TC - TOP OF CURB
SCALE (IN FEET)
0 2.5 5 10
HORZ
1
C-109
SE 186TH ST
2
C-109
CURB RAMP AT EAST SIDE OF 124TH AVE SE MID BLOCK CROSSING
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SD3
375
380
385
390
375
380
385
390
0+00 0+10 0+20 0+30 0+40 0+50
SD1
370
375
380
385
390
370
375
380
385
390
0+00 0+10 0+20 0+30 0+40 0+50
SD2
370
375
380
385
390
370
375
380
385
390
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10
SD4
375
380
385
390
375
380
385
390
0+00 0+10 0+20 0+30 0+40 0+50
SD5
365
370
375
380
365
370
375
380
0+00 0+10 0+20 0+30
31 LF 12"Ø CPEP
S=1.00%
CB #2, TYPE 1
STA A-LINE 30+50.00, 9.47 L
RIM = 378.92
IE OUT = 376.10 12"∅ E
CB #3, TYPE 1 W/ SOLID LID
STA A-LINE 30+50.00, 21.40 R
RIM = 378.54
IE IN = 375.79 12"∅ W
CB #4, TYPE 1
STA A-LINE 32+40.00, 12.70 L
RIM = 381.85
IE OUT = 380.20 12"∅ E
87 LF 12"Ø CPEP
S=1.37%
CB #1, TYPE 1 W/ 12-IN ELBOW
OIL/WATER SEPARATOR
STA A-LINE 11+90.00, 15.17 L
RIM = 386.39
IE OUT = 384.05 12"∅ NE
40 LF 12"Ø CP
E
P
S=7.00%
12 INCH CPEP W/ BEVELED END
STA A-LINE 11+80.32, 23.57 R
IE = 381.25
CB #5, TYPE 1
STA A-LINE 31+65.17, 33.25 R
RIM = 380.62
IE IN = 379.00 12"∅ W
CB #7, TYPE 2 48-IN
STA A-LINE 12+10.06, 16.36 R
RIM = 386.39
IE OUT = 381.20 18"∅ E
IE IN = 381.22 18"∅ W
SD6
365
370
375
380
365
370
375
380
0+00 0+10 0+20 0+30
CB #8, TYPE 1 W/ 12-IN ELBOW
OIL/WATER SEPARATOR
STA B-LINE 52+27.62, 4.62 R
RIM = 376.37
IE OUT = 373.18 12"∅ W
12 INCH CPEP W/ BEVELED END
STA B-LINE 52+17.64, 5.81 L
IE = 373.04
34 LF 18"Ø CPEP
S=0.58%
EX. CITY OF KENT SD
CULVERT TO
INTERCEPT
14 LF 12"Ø CPEP
S=1.00%
CB #6, CURB INLET W/ 12-IN
TEE OIL/WATER SEPARATOR
STA B-LINE 51+40.00, 2.25 R
RIM = 377.57
IE OUT = 374.56 12"∅ N
8 LF 12"Ø CPEP
S=7.00%
12 INCH CPEP
STA B-LINE 51+40.00, 5.70 L
IE = 374.00
18 INCH CPEP W/ BEVELED END
STA A-LINE 11+82.31, 36.53 R
IE = 381.00
FG
FG
FG
EG
EG
EG
PROPOSED 40 FT
DISPERSION TRENCH
FG
EG
FG
EG
FG
EG
J:
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2
5
8
:
0
0
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
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C
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T
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A
I
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SITE NO.
PROJECT NO.
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17
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7
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2
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7
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9
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1
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1
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20
6
.
3
2
4
.
5
5
0
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KI
N
G
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T
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A
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A
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S
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C
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S
A
N
D
P
A
R
K
S
3922
C-110
RHT VUL
TRAIL DRAINAGE
PROFILES
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
SCALE (IN FEET)
0 2.5 5 10
VERT
SCALE (IN FEET)
0 5 10 20
HORZ
SCALE (IN FEET)
0 2.5 5 10
VERT
SCALE (IN FEET)
0 5 10 20
HORZ
SCALE (IN FEET)
0 2.5 5 10
VERT
SCALE (IN FEET)
0 5 10 20
HORZ
SCALE (IN FEET)
0 2.5 5 10
VERT
SCALE (IN FEET)
0 5 10 20
HORZ
SCALE (IN FEET)
0 2.5 5 10
VERT
SCALE (IN FEET)
0 5 10 20
HORZ
SCALE (IN FEET)
0 2.5 5 10
VERT
SCALE (IN FEET)
0 5 10 20
HORZ
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
WL
WL
WLWLWLWLWLWLWLWL
GATE
PB
S
PB
PB
OP OP OP OP OP
OP OP OP OP OP
OT OT 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 OP OP OP
OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT OT
OP
OP
O
P
O
P
OP
OP
O
P
O
P
OP
OP
O
P
OP
CATCH BASIN
RIM EL=376.80'
E 8" PVC IE=375.90'
OP
OP
O
P
O
P
OP
OP
O
P
O
P
OP
OP
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
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
OP
OP
CATCH BASIN
RIM EL=378.07'
S 12" ABS IE=375.97'
GATE GATE
381 379
378
378
378
371
373
376379378377376374
3
7
7
3
7
6
37
4
37
3
377
374
376
379
37
3
380
380
375
375
WETLAND BOUNDARY TYP.
1
0
+
0
0
L1
L2
1
C-201
2
3
R/W
R/W
KC PARKS PROPERTY
KC PARCEL #3323059057
38
0
38
1
L101
L1
0
2
C101
52
+
4
5
50+00
51+00 52+00
MEEKER MIDDLE SCHOOL
5
CB #6, CURB INLET W/ 12-IN
TEE OIL/WATER SEPARATOR
STA = 51+40.00, 2.25 R
RIM = 377.57
IE OUT = 374.56 12" Ø N
12 INCH CPEP PIPE
8 LF, SLOPE = 7.00%
IE = 374.00
SEE PROFILE SD-6, SHEET C-110.
6
R/W
1
4
SIDEWALK CLOSED SIGN
SEE ENLARGED GRADING DETAIL SHEET C-108.
END CONC SLAB BRIDGE
B-LINE STA 52+07.89
BEGIN CONC SLAB BRIDGE
B-LINE STA 51+97.83
PC
:
5
1
+
9
9
.
1
4
PT:
5
2
+
3
1
.
3
2
378379
B-LINE
A-LINE
365
370
380
390
365
370
380
390
49+50 50+00 51+00 52+00 53+00
-1.00%
2.60%-1.90%
0.50%-0.50%-1.20%
4.61%0.30%
-2.00%-5.00%-6.40%
PVI STA = 50+00.00
ELEV = 379.000
PV
I
S
T
A
=
5
0
+
0
6
.
0
0
EL
E
V
=
3
7
8
.
9
4
0
PV
I
S
T
A
=
5
0
+
1
6
.
0
0
EL
E
V
=
3
7
9
.
2
0
0
PV
I
S
T
A
=
5
0
+
6
0
.
0
0
EL
E
V
=
3
7
8
.
3
6
4
PV
I
S
T
A
=
5
1
+
9
7
.
3
4
EL
E
V
=
3
7
7
.
9
0
0
PV
I
S
T
A
=
5
1
+
4
0
.
0
0
EL
E
V
=
3
7
7
.
6
1
4
PV
I
S
T
A
=
5
1
+
1
0
.
0
0
EL
E
V
=
3
7
7
.
7
6
4
PVI STA = 52+44.63
ELEV = 376.910
PV
I
S
T
A
=
5
2
+
3
5
.
5
6
EL
E
V
=
3
7
6
.
4
9
1
PV
I
S
T
A
=
5
2
+
0
8
.
4
0
EL
E
V
=
3
7
7
.
6
7
9
PV
I
S
T
A
=
5
2
+
1
4
.
5
0
EL
E
V
=
3
7
7
.
3
7
4
PV
I
S
T
A
=
5
2
+
2
8
.
6
1
EL
E
V
=
3
7
6
.
4
7
1
EX. SD CULVERT XING
STA = 52+02.79
T/P = 374.5
EG FG EG FG
EG
3
7
8
.
9
3
FG
3
7
9
.
0
0
0
EG
3
7
8
.
2
1
FG
3
7
9
.
0
2
9
EG
3
7
7
.
7
4
FG
3
7
8
.
5
5
4
EG
3
7
7
.
3
3
FG
3
7
8
.
1
8
4
EG
3
7
7
.
0
1
FG
3
7
7
.
8
8
4
EG
3
7
6
.
7
2
FG
3
7
7
.
6
8
9
EG
3
7
6
.
6
2
FG
3
7
7
.
6
6
4
EG
3
7
6
.
8
7
FG
3
7
7
.
7
8
9
EG
3
7
7
.
0
3
FG
3
7
7
.
8
4
7
EG
3
7
6
.
4
2
FG
3
7
6
.
7
0
2
EG FG
EG FG
EG FG
R/
W
-
S
T
A
5
2
+
3
0
.
7
9
PROPOSED SD XING
STA = 51+40.00
T/P = 375.4
PROPOSED SD XING
STA = 52+24.55
T/P = 374.1
SIDEWALK / B-LINE ALIGNMENT LINE DATA
LINE #
L101
L102
START STA
50+00.00
52+31.32
END STA
51+99.14
52+44.63
LENGTH
199.14
13.31
DIRECTION
S89° 39' 00.47"E
N20° 06' 32.33"E
START (E, N)
(1308357.53,159869.64)
(1308581.48,159885.65)
END (E, N)
(1308556.67,159868.42)
(1308586.05,159898.14)
SIDEWALK / B-LINE ALIGNMENT CURVE DATA
CURVE #
C101
START STA
51+99.14
END STA
52+31.32
CHORD DIRECTION
N55° 13' 45.93"E
CHORD LENGTH
30.20
RADIUS
26.2
START (E, N)
(1308556.67,159868.42)
END (E, N)
(1308581.48,159885.65)
SCALE (IN FEET)
0 10 20 40
HORZ
J:
\
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1
5
0
2
7
8
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5
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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
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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2
0
7
5
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a
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t
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W
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9
8
1
0
1
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1
3
6
0
20
6
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3
2
4
.
5
5
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0
KI
N
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C
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N
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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
23
C-121
RHT VUL
SE 192ND ST
SIDEWALK PLAN
AND 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
SIDEWALK / B-LINE PROFILE SCALE (IN FEET)
0 1 5 10
VERT
SCALE (IN FEET)
0 10 20 40
HORZ
KEY NOTES:
SEE SIGNAL SHEETS SI-01 AND SI-02 FOR SIGNAL
POLE DETAILS.
SEE STRUCTURAL SHEETS FOR RETAINING WALL
DETAILS.
CEMENT CONCRETE CURB AND GUTTER, PER
CITY OF RENTON.
SEE STRUCTURAL SHEETS FOR ELEVATED
STRUCTURE DETAILS. PROTECT EXISTING
CULVERT.
PIPE OUTLET AND ROCK PROTECTION PAD
SHALL BE OUTSIDE WETLAND
CURB INLET SHALL BE PRECAST CONCRETE
WITH 30-INCH CURB OPENING EQUIVALENT TO
OLDCASTLE CI-30-23FC
1
2
3
4
5
6
1
C-122
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
WL
WL
WL
WL
PB
GATE
37
0
37
5
37
1
37
2
37
3
37
4
376
377C101
52
+
4
5
52+00
BOW
EL = 376.56
N: 159890.74
E: 1308579.88
ME
EL = 376.91
N: 159898.73
E: 1308584.45
FL
EL = 376.39
N: 159881.81
E: 1308583.93
ME, FL
EL = 376.72
N: 159896.84
E: 1308589.61
FL
EL = 376.81
N: 159869.52
E: 1308573.26
TC
EL = 377.31
N: 159869.98
E: 1308572.97
TC
EL = 376.41
N: 159881.99
E: 1308583.46
FL
EL = 376.43
N: 159888.31
E: 1308586.49
EX SIGNAL POLE,
SEE TRAFFIC PLAN
MATCH EXISTING SIDEWALK PROTECT EX SWING GATE
12 INCH CPEP 15 LF
SLOPE = 1.00%, IE = 373.04
SEE PROFILE SD-5, SHEET
C-110 OUTLET AND ROCK
PROTECTION PAD SHALL
BE OUTSIDE WETLAND
CB #8, TYPE 1 W/ 12-IN ELBOW
OIL/WATER SEPARATOR
STA = 52+27.62, 4.62 R
RIM = 376.37
IE OUT = 373.18 12" Ø W
D
TRUNCATED
DOMES
ME, TC
EL = 376.91
N: 159897.02
E: 1308589.10
TC
EL = 376.43
N: 159888.49
E: 1308585.98
3
7
7
5.00'
@
0
.
0
0
%
6.50'
@
1
.
9
6
%
R/W
BOW
EL = 376.54
N: 159884.58
E: 1308577.49
6.
5
0
'
@
2
.
0
0
%
6.2
9
'
@
5
.
7
1
%
4.9
1
'
@
7
.
3
2
%
6.8
9
'
@
0
.
0
3
%
6.8
3
'
@
0
.
3
0
%
6.5
0
'
@
2
.
0
0
%
6.50'
@
1
.
9
6
%
9.0
8
'
@
5
.
3
0
%
9.2
1
'
@
3
.
8
5
%
J:
\
R
1
5
0
2
7
8
.
5
3
-
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C
r
e
e
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A
M
D
2
5
\
1
0
C
A
D
D
&
B
I
M
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1
0
.
1
A
u
t
o
C
A
D
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s
\
1
5
0
2
7
8
5
3
C
-
1
2
2
.
d
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F
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a
y
,
A
u
g
u
s
t
2
9
,
2
0
2
5
8
:
0
0
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
e
,
S
u
i
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
R
C
E
S
A
N
D
P
A
R
K
S
3924
C-122
RHT VUL
SE 192ND ST
SIDEWALK
ENLARGED
GRADING DETAILS
1
2
5/5/25
8/29/25
50% SUBMITTAL
90% SUBMITTAL
SCALE (IN FEET)
0 2.5 5 10
HORZ
LEGEND
SIDEWALK
BOARDWALK
ACP TRAIL
SHOULDER
DAYLIGHT FILL
DAYLIGHT CUT
DRAINAGE ARROW
LP
HP DRAINAGE HIGH POINT
DRAINAGE LOW POINT
SPOT ELEVATION1DESC.
EL = 200.00
N: 12.07
E: 27.13
GENERAL NOTES
1.RADIUS CALLOUTS ARE AT FACE OF CURB.
2.EACH ADA ELEMENT SHALL MEET APPLICABLE
CROSS SLOPE AND RUNNING SLOPE ADA
STANDARDS. ELEMENTS NOTED ON PLANS ARE
FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO MAKE FIELD
ADJUSTMENTS AS NECESSARY TO ENSURE
GRADES MEET ALL ACCESSIBILITY
REQUIREMENTS.
3.CONTRACTOR SHALL PROVIDE SURVEY STAKING
TO THE LEVEL OF SURVEY ACCURACY
NECESSARY TO SUPPORT THE CONSTRUCTION OF
SIDEWALK, CURBS, CURB RAMPS, AND RELATED
PROJECT ELEMENTS. TRADITIONAL SURVEY AND
STAKING METHODS SHALL BE SUPPLEMENTED IN
THE FIELD BY THE CONTRACTOR THROUGH THE
USE OF A CONTRACTOR SUPPLIED 4-FT LONG
'SMART' LEVEL TO DIGITALLY MEASURE SLOPES.
SMART LEVEL SHALL BE CALIBRATED. GUAGING
COMPLIANCE WILL BE BASED ON THE LEVEL OF
PRECISION STATED FOR EACH APPLICABLE
REQUIREMENT.
4.DETECTABLE WARNING SURFACE IS 2' WIDE
MEASURED FROM BACK OF CURB. UNLESS NOTED
OTHERWISE .
5.ALL CURBS ARE 6" HIGH, UNLESS OTHERWISE
NOTED.
GRADING NOTE
1.UNLESS MEF IS REQUIRED, AS NOTED ON THE
PLAN, EACH ELEMENT SHALL MEET APPLICABLE
CROSS SLOPE AND RUNNING SLOPE ADA
STANDARDS ELEMENTS NOTED ON PLANS ARE
FOR REFERENCE ONLY.
FILL WALL
SLOPE ARROW
BOW - BACK OF WALK
EL - ELEVATION
FL - FLOWLINE
ME - MATCH EXISTING
TC - TOP OF CURB
1
C-122
MEEKER MIDDLE SCHOOL CURB RAMP
08/29/2025
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N