HomeMy WebLinkAboutKC001396 - SUB0146 - COR - Construction Stormwater Pollution Prevention Plan Response 01 33 00-A - 1
Submittal/Transmittal
Date Stamp
Submittal No.
_______________
Date _______________
Contract No.
Resubmittal
Previous Submittal No. ___________
Subcontractor or Supplier:____________________________________________________
This section to be completed by Contractor. This Section to Be Completed By the County
Item No. P/C Spec. Paragraph Contractor’s Cat. or Dwg. No. Description of Item Copies Subm. Review Action Notes
Contractor certifies to Review of Submittal, Verification of Field Measurements and Compliance with Contract Documents.
Legend – Review Action Distribution: By (Print) Date
1 No exceptions taken Initial Review Completed
2 Note Markings
By Date 3 Comments Attached – Confirm
Remarks: 4 Comments Attached – Resubmit
5 Rejected
Engineering Support Group
01 33 00-A - 2
Review of Contractors Information Comments
Engineer’s review is for general conformance with the design concept and contract documents. Markings or comments shall not relieve the contractor from compliance with plans and specifications nor any requirements of the Contract Documents.
The Contractor remains responsible for details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes, for techniques or assembly and for performing his work in a safe manner.
Engineer’s Review Routing Initial Date
No Exceptions Taken
Note Markings
Rejected
Comments Attached
Response Required of Contractor Construction Division Use Only
Confirm Reviewed Copies To: Date
Constr. Division Files
Resident Engineer
Contractor Proj. Eng.
Resubmit
01 57 13 - 2
Reference Title
SWMMWW Stormwater Management Manual for Western Washington, 2019
Edition
WSDOT Washington Standard Specifications for Road, Bridge, and Municipal Construction, 2023 Edition
1.03 SUBMITTALS
A. A draft Construction Stormwater Pollution Prevention Plan has been prepared. Contractor to adopt and modify draft CSWPPP per Contractor’s construction schedule,
sequences, and means and methods. Contractor to submit an amended CSWPPP in conformance with Section 01 33 00 - Submittal Procedures:
1. A Construction Stormwater Pollution Prevention Plan shall include amended or
modified TESC Plans included on the Contract Drawings and shall meet all requirements of the applicable jurisdictions.
2. A Construction Stormwater Pollution Prevention Plan shall cover all areas that may be affected inside and outside the limits of the Project (including all Owner-provided sources, disposal sites, staging areas, and all nearby land, streams, and other bodies of water).
3. All elements of a Construction Stormwater Pollution Prevention Plan shall comply with the current Construction Stormwater General Permit (CSWGP) that applies to
this project.
4. Submit for review and approval by the Jurisdiction Agency. After the Jurisdiction Agency approves the plan, submit to the Project Representative for review and
comments ten (10) days prior to beginning construction.
1.04 QUALITY ASSURANCE
A. Regulatory requirements:
Reference Title or Description
WSDOE Washington State Department of Ecology, Northwest Region
Jurisdictional
Requirements
Standards or Requirements imposed by the Agency having
jurisdiction over the area where each of the Zones involved in this Contract will be constructed.
RCW 90.48 Revised Code of Washington, Chapter 90.48, Water Pollution
Control
SMMWW WSDOE Stormwater Management Manual for Western Washington
TSS Technical Specifications Supplement for this Contract
B. System Description:
1. Erosion and Sediment Control (ESC) Lead:
a. Identify the ESC Lead at the preconstruction discussions. The ESC Lead shall have certification in construction site erosion and sediment control from a course approved by Owner or the Washington State Department of Ecology.
Construction Stormwater Pollution Prevention Plan
Section 01 57 13
November 21, 2025
Prepared by:
O’Neill Service Group, LLC
17619 NE 67th Court, Suite 100
Redmond, WA 98052
Prepared for:
Stacy and Witbeck, Inc.
Kiewit Infrastructure West Co.
Hoffman Construction Company of WA
9241 Greenwood Avenue N
Seattle, WA 98103
METRO TRANSIT
RAPIDRIDE
I LINE
KING COUNTY
METRO
Stacy Witbeck, Inc.
19000 33rd Ave W Suite 110
Lynnwood WA 98039
Construction Stormwater Pollution Prevention Plan
1.0 INTRODUCTION
This Construction Stormwater Pollution Prevention Plan (CSWPPP) has been prepared by Nhon
Pham (CESCL license CWTA-85685621) for Stacy and Witbeck, Inc. (SW), in support of the
RapidRide I Line Bus Rapid Transit Improvements project. This CSWPPP has been prepared in
accordance with Ecology’s guidance and the 2024 Stormwater Management Manual for Western
Washington.
The objectives of the SWPPP are to:
• Implement Best Management Practices (BMPs) to prevent erosion and sedimentation,
and to identify, reduce, eliminate, or prevent stormwater contamination and pollution
from construction activity,
• Prevent non-compliances of surface water quality, groundwater quality, and sediment
management standards and,
• Control peak volumetric flow rates and velocities of stormwater discharges.
1.1 CSWPPP Organization
The organization of this CSWPPP follows the Ecology technical requirements and industry
standards. This CSWPPP, along with the Environmental Mitigation Plan (EMP), satisfy the
SWPPP requirements of the contract documents and NPDES permit. The CSWPPP contains a
narrative section describing potential sources of pollution associated with site features and
discusses the selection of specific pollution prevention BMPs for temporary sediment and
erosion control.
1.2 Modifications and Updates
Prior to new BMP implementation, the on-site Construction Site Environmental Management
Supervisor (CSEMS) will evaluate its effectiveness and meet with the project environmental
team to discuss the proposed alternate BMP. There will be a copy of the updated TESC figures
identifying the new BMPs or TESC measures, attached as addenda to the TESC figures in the
on-site ECM binder.
The construction team will modify the CSWPPP and implement required modifications
whenever:
• A change in design, construction, operation, or maintenance at the construction site
occurs and has the potential to have a significant effect on the discharge of pollutants to
Waters of the State,
• Routine field inspections and water monitoring results reveal that a pollutant discharge or
potential pollutant discharge exceeding the Nephelometric Turbidity Units (NTUs) or pH
thresholds occurs and,
• Routine monitoring reveals that a construction stormwater discharge violation has
occurred.
In the event of an occurrence of the conditions described above, the CSWPPP and TESC figures
will be modified within seven days of the inspection or investigation. In addition, the appropriate
source control and/or treatment BMPs will be fully implemented no later than 10 days from the
time a deficiency is identified. Damaged BMPs will be repaired or replaced. BMP
implementation and maintenance will be logged in the ECM binder on site.
Unanticipated events such as severe storms, schedule adjustments, problems with the water
control systems, and/or modifications to approved construction techniques, etc., will be reported
and modifications to the procedure will be submitted to the Project Representative for approval.
2.0 APPROACH TO WATER AND DISCHARGE
The Work includes improvements to King County Metro Route 160 by installing RapidRide
Stations in the jurisdictions of the City of Renton, City of Kent, and City of Auburn. The Work
also includes modifications of roadways, signals, utilities and channelization to facilitate bus
movements.
Early work activities in along the project site include site preparation, clearing, grubbing, and
demolition activities. To perform these work activities two SW crews will perform ground
disturbing activities in 100 lineal foot sections with a maximum area of disturbance of about
7,500 square feet. The handling of water generated within the 7,500 square foot area of
disturbance will consist of a combination of storage, ponding, infiltration, and dispersion to
vegetated areas onsite. It is anticipated that stormwater in excess of the ground storage capacity
can be stored in a single 21,000-gallon tank prior to settlement and discharge and that ponded
stormwater will infiltrate naturally. SW will have tanks onsite to provide storage for multiple
work areas, or to handle water in excess of the minimum required. Water within the disturbed
areas will be managed through the installation of sumps with pumps which will be located in
downslope areas. Pumps and floats will be powered by generators which will maintain a
dewatered condition after-hours and on weekends.
After rainfall events there are multiple paths for discharging water and restoring empty tanks.
Depending on the location and water quality SW may elect to discharge to nearby catch basins in
accordance with the parameters of the NPDES permit and local jurisdictions. Alternatively, water
may be slowly released from the storage tanks to a nearby, onsite, vegetated area for infiltration.
Excess water, which is suitable for discharge to sanitary sewer, and is classified as a “prohibited
discharge” to surface waters will be discharged to sanitary sewer.
3.0 MONITORING
Monitoring is required throughout the site wherever construction impacted surface water
discharges from the site. Due to the means and methods described above, there are currently no
planned discharge locations where we anticipate discharging construction impacted water from
the site. In the event of an accident resulting in the discharge of water offsite or to surface water,
we will monitor the water daily for pH and turbidity and oil sheen, in compliance with the
NPDES permit and CSWPPP. Areas where water is being land applied will be checked
frequently by the CESCL and SW Personnel to ensure that the water is infiltrating and not
scouring flow paths to onsite sensitive areas, project limits, or surface waters.
Discharge locations will be tracked in the TESC figures maintained by the CESCL and stored in
the CSWPPP Binder onsite. Each month, prior to the 15th, SW will submit the monthly DMR to
Ecology.
4.0 CONTIGENCY PLANS
The following sections detail contingency plans in the event of various scenarios.
4.1 Capacity
If our approach to handle surface water and/or dewatering water is unable to sufficiently process
the influent within an area, SW may modify the plan to increase the effective capacity.
Modification may include addition of additional stormwater storage tanks to increase onsite
storage, installation of a CESF System, or trucking water offsite.
4.2 Chitosan Enhanced Sand Filtration
SW will install and operate the treatment system. The treatment system consists of a roll-off
container with external hookups for piping. Sand filter pods, dosing pumps, water quality
monitors and system computers are contained within the roll-off container.
4.3 BMP Failure
If uncontrolled or imminent discharge to waters of the State because of a BMP failure or change
in anticipated conditions occurs, nearby inlets and discharge locations will be plugged, sealed, or
otherwise temporarily protected to prevent and minimize debris to the greatest extent possible
until other resources can be mobilized to control the impacted stormwater. If there is a spill of
hazardous substances, or other incident which introduces unanticipated contamination into the
system, discharge will be immediately stopped. The team will assess the extent of contamination
and respond accordingly either by cleaning storage tanks or trucking water. Daily inspections
will also ensure equipment is functioning properly.
4.4 Unanticipated Contamination
General procedures for the discovery of unanticipated contaminated materials are detailed in the
Contaminated Materials Plan (CMP) and Contaminated Soil Handling Plan (CSHC), submitted
under a different cover. The plan details procedures for when Unanticipated Contaminated
Materials are identified, including immediately notifying King County, working to isolate the
potentially contaminated area, and covering potentially contaminated soils with plastic. If water
is generated during the discovery of unanticipated contaminated materials which needs to be
disposed of immediately, it will be disposed of in the sanitary sewer, following notifications to
the local sewer agency, in accordance with our discharge permit.
5.0 SLUDGE DISPOSAL AND CONTROL PLAN
The storage tank systems will be manually monitored using suitable equipment to measure the
percentage of hydraulic capacity remaining in the tank system and water storage area on a
weekly basis. As the tank system capacity nears 25% of settable solids, the water will be
removed, and the sludge will be characterized by SW at an accredited independent testing
laboratory and disposed of at an appropriately permitted facility. Approved disposal facilities are
detailed in the Material Waste Management Plan (MWMP), submitted under a separate cover.
Sludge will not be stored onsite. Sludge and residual water will be removed from tanks using
eductor trucks. SW will be responsible for removing and disposing of sludge. Associated
documentation, which may include truck tickets, manifests, and other documentation related to
the characterization and disposal of sludges, will be provided on a monthly basis to the Project
Representative.
6.0 NON-COMPLIANCE EVENT NOTIFICATION
When sampling indicates non-compliance with a Permit Condition, or a violation of surface
water quality standards, SW will notify the leadership team immediately. Following a discussion
with the Project Representative Environmental Team and the relevant outside agencies will be
notified. If required, SW will provide a written report to Project Representative which may be
provided Ecology within five calendar days, unless requested earlier by the Ecology. The report
will contain a description of the noncompliance, including exact dates and times. If the
noncompliance has not been corrected, the report will include the anticipated time it is expected
to continue, and the steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance.
TLPP, Rev 00
Lynnwood Link Extension (L200) Northgate Station to NE 200th Street
Contract No. RTA/CN 0079-15
Appendix A:
Project Overview Map
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108THAVESE
AUBURNWAY N
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S 2ND ST
S 3RD ST
LOGAN AVE S
MORRIS AVE S
RAINIERAVE S
S 7TH ST
SHATTUCKAVE S
AD-READY SUBMITTAL
JUNE 14, 2024
EXPECTED RELEASE DATE SEPTEMBER 2024
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
AD-READY SUBMITTAL
METRO TRANSIT
RAPIDRIDE
I LINE
KING COUNTY
LOCATION MAP
NOT TO SCALE
NOT TO SCALE
VICINITY MAP
DRAWING NUMBERING
SYSTEM KEY:
AREA LOCATION
(FOR PROJECTS WITH
MULTIPLE LOCATIONS)
2 C1.01
SEQUENTIAL DESIGNATOR
SEPARATOR
DISCIPLINE
SEQUENTIAL DRAWING NUMBER WITHIN
DISCIPLINE AND DESIGNATED CATEGORY
PROJECT
VICINITY
SECTION LETTER
SECTION LETTER
ELEVATION LETTER
DRAWING ON WHICH SECTION/ELEVATION
APPEARS.
DRAWING ON WHICH SECTION WAS
TAKEN.
TYPICAL SECTION AND DETAIL
REFERENCING SYSTEM
A/A2.01A
A3.01
SCALE:
SECTION B
A1.01
(2)ON DRAWING A105 THIS SECTION IS IDENTIFIED:
(1)THE SECTION IS CUT ON DRAWING A101:
(3)DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT
THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY
LETTERS.
VOLUME 1
RENTON SEGMENT
COVER
1G0.00
1
A. VILLAR
C. WILCOX
A. STOTT
KENT SEGMENT
AUBURN SEGMENT
METRO
RENTON
SEGMENT
C
DR
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TC
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UT
CIVIL
DRAINAGE
ELECTRICAL
EROSION CONTROL
GENERAL
INTERCONNECT
LIGHTING
RETAINING WALL
STATION
TRAFFIC CONTROL
TRAFFIC SIGNAL
LANDSCAPING
UTILITY
DISCIPLINE
OWNER CONTACT:
KING COUNTY METRO
JANINE ROBINSON, AICP
janirobinson@kingcounty.gov
206.477.7563
201 S JACKSON ST
SEATTLE, WA 98104
ENGINEER CONTACT:
JACOBS ENGINEERING
JOHN McKENZIE, PE
John.McKenzie@jacobs.com
425.453.3000
1100 112TH AVE NE
BELLEVUE, WA 98004
SURVEYOR CONTACT:
1 ALLIANCE
MARK GROOT
mark.groot@1-alliance.com
425.598.2200
1261 120TH AVE NE
BELLEVUE, WA 98005
R-421401
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MARCH 2025
.FE
CONSTRUCTION BID SET
CONSTRUCTION BID SET
3/10/25
TLPP, Rev 00
Lynnwood Link Extension (L200) Northgate Station to NE 200th Street
Contract No. RTA/CN 0079-15
Appendix B:
Plan Sheets
THE FOLLOWING SHEET SET IS A PLACEHOLDER FOR
FORTHCOMING DOCUMENTATION. MARKUPS OF SHEETS
WILL BE PROVIDED FOLLOWING THE ARBORIST FIELD INVESTIGATION
18+29
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TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
S GRADY WAY
LAK
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(LA
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(GRA-LINE)
RENTON SEGMENT
TESC PLAN
GRA 10+00 TO GRA 14+00
1EC1.01
108
W. HICKEY
H. JOHNSON
J. ETULAIN
1
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21 1
R-4214108
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06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
14+00 15+00 16+00
17+00
18+00
19+00
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TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
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;
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_
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.
d
w
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IM
A
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S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
S GRADY WAY
SH
A
T
T
U
C
K
A
V
E
S
(GRA-LINE)
RENTON SEGMENT
TESC PLAN
GRA 14+00 TO GRA 19+00
1EC1.02
109
W. HICKEY
H. JOHNSON
J. ETULAIN
2
1
1
1 2
2
1
1
1 1
3
1
1
R-4214109
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
19+00
20+00 21+00 22+00 23+00
24+00
S
G
R
A
D
Y
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
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/
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//
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
\
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\
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C
_
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N
T
O
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.
d
w
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IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
S GRADY WAY
(GRA-LINE)
RENTON SEGMENT
TESC PLAN
GRA 19+00 TO GRA 24+00
1EC1.03
110
W. HICKEY
H. JOHNSON
J. ETULAIN
1
1
1 1
2
1
1
1
1
1
2
1
R-4214110
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
24
+
0
0
25
+
0
0
26
+
0
0
10+0010+00 11+00 12+00 13+00
14+00
//
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//
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//
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//
//
//
//////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
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n
0
0
3
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;
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1
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S
C
_
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T
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.
d
w
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IM
A
G
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S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
S
G
R
A
D
Y
W
A
Y
TALBOT RD S
(TAL-B-LINE)
(G
R
A
-
L
I
N
E
)
RENTON SEGMENT
TESC PLAN
GRA 24+00 TO TAL-B 14+00
1EC1.04
111
W. HICKEY
H. JOHNSON
J. ETULAIN
2
1
1
2
1
1
1
2
2
1
3
1
1
1
2
1
1
R-4214111
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
14+00
15+00
16+00
17+00
18+00
/
/
/
/
/
/
//
/
/
//
//
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//
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/
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//
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/
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//
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//
//
/
/
/
/
//
//
//
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
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0
0
3
\
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d
w
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IM
A
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:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
TALBOT RD S
(TAL-B-LINE)
RENTON SEGMENT
TESC PLAN
TAL-B 14+00 TO TAL-B 18+50
1EC1.05
112
W. HICKEY
H. JOHNSON
J. ETULAIN
2
2
2
2
1
1
1
11
3
3 3
32
1
1
1
2
PROTECT IN-PLACE
EXISTING CULVERT
R-4214112
TE
D
-
4
0
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4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
19+00 20+00 21+00 22+00 23+00
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//
//
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////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
\
p
w
_
w
o
r
k
d
i
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\
d
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d
w
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IM
A
G
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S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
TALBOT RD S
I
-
4
0
5
S
B
O
F
F
-
R
A
M
P
(TAL-B-LINE)
S
R
E
N
T
O
N
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I
L
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A
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E
P
L
RENTON SEGMENT
TESC PLAN
TAL-B 18+50 TO TAL-B 23+50
1EC1.06
113
W. HICKEY
H. JOHNSON
J. ETULAIN
TEMPORARY
STORAGE TANKS
TEMPORARY
TREATMENT SYSTEM
TEMPORARY
DRAIN PIPE
DISCHARGE
MONITORING POINT
11
1
2
1
21
1
1 1
R-4214113
TE
D
-
4
0
-
4
2
1
4
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-
4
0
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4
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1
4
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2
2
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0
0
0
2
6
0
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2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
Wa
t
e
r
V
a
l
v
e
65
2
8
3
93
.
1
5
33+00 34+00 35+00 36+00 37+00 38+00
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
BENSON DR S (SR 515)
S P
U
G
E
T
D
R
S
1
5
T
H
S
T
(TAL-B-LINE)
RENTON SEGMENT
TESC PLAN
TAL-B 33+00 TO TAL-B 38+00
1EC1.07
114
W. HICKEY
H. JOHNSON
J. ETULAIN
1
1
1
1
1
2
1
1
2
1
R-4214114
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
24+00 25+00 26+00 27+00 28+00
29+00
////////////////////
//
//
//////////////////////////////
//
//
//
//
//
//
/
/
//
/
/
////////////////////////////////
//////////
//
//
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//
//
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//
//
//
//
//
//
/
/
//
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/
////////////////////////////////
//////////
//
//
//
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
\
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
TALBOT RD S
S
2
3
R
D
S
T
(TAL-21-LINE)
TA
L
B
O
T
C
R
E
S
T
D
R
S
RENTON SEGMENT
TESC PLAN
TAL-21 24+00 TO TAL-21 29+00
1EC1.08
115
W. HICKEY
H. JOHNSON
J. ETULAIN
1
1
2
2
2
1
11
1
R-4214115
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
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4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
54+00 55+00 56+00 57+00 58+00
59+00
////////////////////////////////////////////////////////////////////////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
\
p
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d
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g
IM
A
G
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:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
TALBOT RD S
(TAL-21-LINE)
S 3
2
N
D
S
T
RENTON SEGMENT
TESC PLAN
TAL-21 54+00 TO TAL-21 59+00
1EC1.09
116
W. HICKEY
H. JOHNSON
J. ETULAIN
3
3 1
2
1
2
1
2
R-4214116
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
72+00 73+00 74+00 75+00 76+00
//
//
//
//
//
//
////////////////////////////////////////////////////////////////////////////////////////////
//
//
//
/
/
/
/
//
//
//
//
//
//
//////////////////////////////////////////////
//
//
//
//
//
//
//
////////////
//
//
//
//
//
//
////////////////////////////////////////////////////////////////////////////////////////////
//
//
//
/
/
/
/
//
//
//
//
//
//
//////////////////////////////////////////////
//
//
//
//
//
//
//
////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
\
p
w
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d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
TALBOT RD S
S
3
7
T
H
S
T
S
3
7
T
H
S
T
S
3
8
T
H
C
T
S
3
8
T
H
C
T
(TAL-21-LINE)
RENTON SEGMENT
TESC PLAN
TAL-21 71+00 TO TAL-21 76+00
1EC1.10
117
W. HICKEY
H. JOHNSON
J. ETULAIN
1
1 11 1 1 1
1
1
2
22
1
3 3
PROTECT IN-PLACE
EXISTING CULVERT
1
R-4214117
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
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4
2
1
4
LU
A
2
2
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0
0
0
2
6
0
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2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
86+00 87+00 88+00 89+00 90+00 91+00
//////////////////////////////////////////////
////////////////////////////////////////////////
//
//
////
//////////////////////////////////////////////
////////////////////////////////////////////////
//
//
////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
\
p
w
_
w
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d
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T
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d
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g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
TESC PLAN
TAL-21 86+00 TO TAL-21 91+00
1EC1.11
118
W. HICKEY
H. JOHNSON
J. ETULAIN
1
1111
1
1
2
1
1
1 1
1
1
2
R-4214118
TE
D
-
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0
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TE
D
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0
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LU
A
2
2
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0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
32+
0
0
33+00
34+00 35+00
36+00
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
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:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
SE CARR RD
MILL
A
V
E
S
WE
L
L
S
A
V
E
S
(CAR-LINE)
RENTON SEGMENT
TESC PLAN
CAR 32+00 TO CAR 36+50
1EC1.12
119
W. HICKEY
H. JOHNSON
J. ETULAIN
1
2
1
2
3
1
2
R-4214119
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
43+00
44+00
45+00 46+00
47+0010
+
0
0
11
+
0
0
//////////////////////////////////////////////////////////////////////////////
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////////////////////////////////////////////
//
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//
//
//
//
//
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//
//
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//
//
//
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//
//
//
//
//////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
\
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
SE CARR RD
10
5
T
H
P
L
S
E
(CAR-LINE)
RENTON SEGMENT
TESC PLAN
CAR 42+50 TO CAR 47+50
1EC1.13
120
W. HICKEY
H. JOHNSON
J. ETULAIN
1
1
1
1
1
1
1
1
2
2
2
R-4214120
TE
D
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1
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1
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0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
11+00 12+00 13+00 14+00 15+00
/
/
/
/
/
/
/
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
RENTON SEGMENT
TESC PLAN
105TH 11+00 TO 105TH 15+00
1EC1.14
121
W. HICKEY
H. JOHNSON
J. ETULAIN
(105TH-LINE)
105TH PL SE
2
R-4214121
TE
D
-
4
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4
2
1
4
TE
D
-
4
0
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4
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1
4
LU
A
2
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0
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1
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0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
23+00 24+00 25+00 26+00 27+00 28+00
////////////////////////////////////////////////////
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//
//
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/
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/
/
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C:
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
RENTON SEGMENT
TESC PLAN
105TH 23+00 TO 105TH 28+00
1EC1.15
122
W. HICKEY
H. JOHNSON
J. ETULAIN
SE 180TH ST
(105TH-LINE)
PROTECT IN PLACE
EXISTING CULVERT
PROTECT IN PLACE
EXISTING CULVERT
1
1
3
3
1
1
2
R-4214122
TE
D
-
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4
2
1
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TE
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2
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0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
28+00 29+00 30+00 31+00 32+00 33+00
11
+
0
0
//
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/
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/
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//
////////////////////////////////
//////////////
//
//
//
//
//
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
C:
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
108TH AVE SE (SR 515)
SE
1
8
6
T
H
S
T
SE
1
8
4
T
H
L
N
(108TH-LINE)
SE
1
8
6
T
H
S
T
RENTON SEGMENT
TESC PLAN
108TH 28+00 TO 108TH 33+00
1EC1.16
123
W. HICKEY
H. JOHNSON
J. ETULAIN
1
1
1
2
2 2
1
2
2
R-4214123
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET
OHPOHPOHPOHPOHPOHPOHPOHP
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OH
P
OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHP
OHP
OHP
OHP
OHP
OHP
51+00 52+00 53+00 54+00 55+00 56+00
////////////////////////////////////////////////////////////////////////////////////////////////
TESC NOTES
1 INSTALL INLET PROTECTION AT EXISTING OR PROPOSED CATCH
BASINS PER CITY OF RENTON STD PLAN 216.30
INSTALL SILT FENCE PROTECTION PER CITY OF RENTON STD PLAN
214.00
INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02
2
3
NOTES
1.SEE SHEET 1C4.00 FOR GENERAL SITE PREPARATION NOTES.
2.SITE PREPARATION SHOWN FOR REFERENCE PURPOSES ONLY. SEE
SITE PREPARATION PLAN SHEETS FOR LIMITS OF WORK.
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:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE JUNE 2024G. FRANCO
E00566E18
CXXXXXXXX 473K. CHANG YUEN
33200
AD-READY SUBMITTAL
20'40'
SCALE IN FEET
0'
108TH AVE SE (SR 515)
SE
1
9
2
N
D
S
T
CI
T
Y
O
F
R
E
N
T
O
N
(108TH-LINE)
CI
T
Y
O
F
K
E
N
T
SEE VOLUME 2
FOR CITY OF KENT
IMPROVEMENTS
RENTON SEGMENT
TESC PLAN
108TH 51+00 TO 108TH 56+00
1EC1.17
124
W. HICKEY
H. JOHNSON
J. ETULAIN
1
1
1
1
2
R-4214124
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
06/12/2410/30/24
MARCH 2025
.C
CONSTRUCTION BID SET