20-101386-WSDOT Developer Agreement-03-21-2022-V1
Washington State
Department of Transportation
Developer Agreement
Construction by Developer
At Developer Expense
Developer & Address
Agreement Number Section/Location
State Route No. Control Section No. Region Description of Work
Surety Bond Work Hours
This Agreement is made and entered into between the Washington State Department of Transportation
(WSDOT) and the above named organization (Developer).
Recitals
A. The Developer wishes to construct an intersection and/or related improvements within WSDOT’s
right-of-way.
B. WSDOT and Developer now wish to define responsibilit ies for construction and maintenance of
the proposed improvements.
Now Therefore, by virtue of Title 47.50 RCW, it is mutually agreed between the parties hereto as follows:
1. WSDOT agrees to grant the Developer permission to construct the above described work within WSDOT
right-of-way at the location described in Exhibit A, attached hereto and by this reference made a part of
this Agreement.
2. The Developer agrees to construct the project as shown on Exhibit B, at 100 percent Developer expense
and responsibility. Exhibit B is attached hereto and by this reference made a part of this Agreement.
2.1 The responsibility of the Developer for performance, safe conduct, and adequate policing and
supervision of the project shall not be lessened or otherwise affected by WSDOT’s approval of
plans, specifications, or work, or by the presence at the worksite of WSDOT’s representative(s),
or by compliance by the Developer with any requests or recommendations made by such
representative(s).
3. Any change of work from that shown on Exhibit B must be approved by WSDOT prior to beginning such
work. Plan revisions may be required by WSDOT if design standards change between the time of the
Agreement approval and the beginning of construction.
4. Upon receipt of this Agreement by the Developer, WSDOT may request a construction schedule
showing critical dates and activities that will lead to the timely completion of the work required under this
Agreement.
4.1 Failure by the Developer to provide the construction schedule within thirty (30) days may cause
cancellation of the Agreement. Cancellation of this Agreement will not lessen the Developer’s
responsibility to reimburse WSDOT for those costs agreed to by item 13.
5. Prior to beginning of construction, a preconstruction conference shall be held with WSDOT, Developer,
and the Developer’s contractor.
DOT Form 224-054
Revised 02/2020
Page 1 of 3
Federal Way Campus, LLC
Dana Ostenson
11111 Santa Monica Blvd, Suite 800
Los Angeles, CA 90025
310-722-8972, dostenson@industrialrealtygroup.com
UCB 1689 MP 0.77- MP 1.02
The project will include channelization changes, modification to
intersection signal, and paving revisions due to widening and
extending the right turn lane of the offramp to Weyerhaeuser
Way S.
18 Northwest
$639,170.68 Per Approved TCPs
6. Should the Developer choose to perform the work outlined herein with other than its own forces,
a representative of the Developer shall be present at all times unless otherwise agreed to by the
Region Administrator. All contact between WSDOT and Developer’s contractor shall be through the
representative of the Developer. Where the Developer chooses to perform the work with its own forces, it
may elect to appoint one of its own employees engaged in the construction as its representative. Failure
to comply with this provision shall be grounds for restricting any further work by the Developer within
WSDOT right-of-way, until said requirement is met.
6.1 The Developer, at its own expense, shall adequately police and supervise all work on the above
described project by itself, its contractor(s), subcontractor(s), agent(s), and others, so as to not
endanger or injure any person or property.
7. Work within WSDOT right-of-way shall be restricted to the above specified hours and no work shall be
allowed on the right-of-way Saturdays, Sundays, or Holidays, unless otherwise authorized by WSDOT.
8. In the construction and/or maintenance of this facility, the Developer shall comply with the “Manual on
Uniform Traffic Control Devices for Streets and Highways ,” current edition. Any closures or restrictions of
the highway shall require a WSDOT approved traffic control plan.
9. All material and workmanship shall conform to the Washington State Department of Transportation
Standard Specifications for Road, Bridge, and Municipal Construction, current edition, and shall be
subject to inspection by WSDOT.
10. All disturbed right-of-way shall be seeded, fertilized, mulched, and protected from erosion.
11. The Developer shall provide an executed surety bond acceptable to WSDOT in the amount stated above.
the bond shall:
a. Be signed by a surety that is registered with the Washington State Insurance Commissioner and
appears on the current authorized list published by the Office of the Insurance Commissioner.
b. Be conditioned upon faithful performance of the Agreement.
c. Guarantee that the surety shall indemnify and defend WSDOT against any loss resulting from the
Developer’s failure to faithfully perform all the terms under this Agreement.
d. Guarantee that the Developer or the contractor of the Developer shall pay all laborers, mechanics,
subcontractors, and materialmen, or any person who provides supplies or provisions for carrying
out the work.
e. The surety bond shall remain in full force and effect until released in writing by WSDOT.
f. WSDOT will recover from the Developer and its sureties such damages as WSDOT may sustain
by reason of the Developer’s failure to comply with the provisions of this Agreement.
12. The Developer shall obtain and keep in force for the duration of the work under this Agreement, public
liability and property damage insurance with companies or through sources approved by the State
Insurance Commissioner pursuant to Title 48 RCW. WSDOT shall be specifically named as an insured in
a policy with the same company which insures the Developer or by an endorsement to an existing policy.
The amount of coverage shall be not less than a single limit of $1,000,000 for bodily injury, including death
and property damage per occurrence. The Developer shall furnish WSDOT proof of insurance prior to
undertaking any work covered by this Agreement.
13. The Developer shall reimburse WSDOT for all actual direct and related indirect costs necessitated by this
Agreement. Such costs include, but are not limited to, agreement preparation, plan review, and
construction inspection.
13.1 The Developer agrees to make payment for the work to be done by WSDOT within thirty (30)
days from receipt of billing from WSDOT. Payment not made within thirty (30) days after receipt
of billings shall bear interest at the rate of one percent per month or fraction thereof until paid
pursuant to RCW 43.17.240.
DOT Form 224-054
Revised 02/2020
Page 2 of 3
14. WSDOT shall have ownership and control of the completed facility within WSDOT right-of-way and
related traffic signal induction loops outside WSDOT’s right-of-way, all subject to final acceptance by
WSDOT with the exception that the Developer, his assigns, and successors, shall be responsible for
the construction and maintenance of the private connections and appurtenances between the shoulder
line of the highway and the right-of-way line inclusive of surfacing and drainage, when applicable.
Future construction or maintenance within the areas of responsibility by the Developer, his assigns, and
successors which will affect the traffic signal induction loops and related appurtenances shall require
WSDOT review and approval.
15. Any breach of the terms and conditions of this Agreement, or failure on the part of the Developer to
proceed with due diligence and in good faith in the construction and maintenance work provided for
herein, shall subject this Agreement to be cancelled and, at the option of WSDOT, may require the
Developer to remove all or part of the facilities constructed hereunder at the Developer’s sole expense.
16. The Developer shall indemnify and hold WSDOT, and its agents, employees and/or officers harmless
from and shall process and defend at its own expense any and all claims, demands, suits at law or equity,
actions, penalties, losses, damages, or costs, of whatsoever kind or nature, brought against WSDOT,
its agents, employees and officers arising out of, in connection with, or incident to the execution of this
Agreement and/or the Developer’s performance or failure to perform any aspect of this Agreement.
Provided, however, that if such claims are caused by or result from the concurrent negligence of (a) the
Developer and (b) WSDOT, its agents, employees and/or officers, this indemnify provision shall be valid
and enforceable only to the extent of the negligence of the Developer, and provided further, that nothing
herein shall require the Developer to hold harmless or defend WSDOT, its agents, employees and/
or officers from any claims arising from the sole negligence of WSDOT, its agents, employees, and/or
officers.
17. In the event that any party deems it necessary to institute legal action or proceedings to enforce any right
or obligation under this Agreement, the parties hereto agree that any such action or proceedings shall be
brought in a court of competent jurisdiction situated in County, Washington.
In Witness Whereof, the parties hereto have executed this Agreement as of the day and year last written
below.
Developer
Signature:
By:
Print Name
Title:
Date:
Washington State
Department of Transportation
Signature:
By:
Print Name
Title:
Date:
DOT Form 224-054
Revised 02/2020
Page 3 of 3
Thurston
Dana Ostenson
Authorized Signatory
Ramin Pazooki
Utilities & Developer Services Manager
2/1/2022
Special Provisions – DEVELOPER AGREEMENTS Exhibit A Agreement No.: UCB 1689
Last Rev: 12/23/20 1
Special Provisions
For Developer Agreement
Agreement No. UCB 1689
These Special Provisions, in no way, relieve the responsibility of the Developer or their Contractor(s) to meet
other requirements of the Standard Specifications and Standard Plans as required per Item Number 9 of the
Agreement.
Applicable provisions are denoted by ( )
1. WSDOT REPRESENTATIVE/NOTICE TO PROCEED.
No Work provided for herein shall be performed until the Developer is authorized by the following WSDOT representative:
Rick Johnson, WSDOT Construction Representative
WSDOT Northwest Region NB82-240
15700 Dayton Avenue North
PO Box 330310
Seattle WA 98133-9710
206-200-8350 (cell)
johnsor@wsdot.wa.gov
2. PLAN CHANGES.
· DEVELOPER PROPOSALS.
Changes to any previously Approved Plan (including, but not limited to: Civil, Channelization, Electrical, Traffic Control, and
Temporary Erosion and Sediment Control), Project Special Provisions, or the Provisions of the Agreement are not allowed without
prior approval from WSDOT’s Construction Representative.
· WSDOT REQUIRED CHANGES OR CORRECTIONS.
WSDOT reserves the right to require changes or corrections due to plan omissions or details not in conformance with WSDOT’s
Standard Specifications, Standard Plans, Design Manual, or Project Special Provisions.
3. DELAY TO WSDOT CONTRACTS.
The Developer agrees to schedule the Work herein referred to and perform said Work in such a manner as not to delay WSDOT’s
contractor in the performance of their contract. WSDOT shall in no way be held liable for any damage to the Developer by reason of any
such Work by WSDOT, its agents or representatives, or by the exercise of any rights by WSDOT upon roads, streets, public places, or
structures.
4. AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS
All Developers are required to follow the Americans with Disabilities Act of 1990 (ADA), regardless of funding sources. Wherever
pedestrian facilities are intended to be a part of the transportation facility, federal regulations require that those pedestrian facilities meet
ADA standards. All new construction or alteration of existing transportation facilities must be designed and constructed to be accessible to
and usable by persons with disabilities per Title II of the ADA (28 CFR Part 35.151) and Section 504 regulations (49 CFR Part 27.7(c)).
Neither cost nor schedule are factors in determining whether the ADA standards can be met, nor are they factors in determining the
feasibility of complying with the standard. An alteration project must be planned, designed, and constructed so that the required
accessibility improvements occur at the same time as the alteration.
The following are not considered Alteration Projects: Spot Pavement Repair, Liquid-Asphalt Sealing, Chip Seal (BST), Crack Sealing, and
Lane Restriping that does not alter the usability of the shoulder.
If there is uncertainty as to whether a project meets the definition of an alteration project, WSDOT’s Construction Representative and the
Developer’s Representative shall consult with WSDOT’s Regional ADA Coordinator.
If a situation is encountered where it may not be possible to fully meet the applicable accessibility requirements during alterations of
existing facilities, WSDOT’s Construction Representative and the Developer’s Representative shall consult with WSDOT’s Regional ADA
Coordinator in order to develop a workable solution to meet the accessibility requirements to the maximum extent feasible (MEF).
5. ADA FEATURE AS-BUILT MEASUREMENTS.
The Developer shall be responsible for providing WSDOT with electronic As-Built records of all ADA feature improvements completed on
WSDOT Highway(s) in the Construction Agreement. The survey work shall include but not be limited to completing the measurements,
recording the required measurements and completing other data fill-ins found on the ADA Measurement Forms, and transmitting the
electronic Forms to WSDOT’s Construction Representative. The ADA Measurement Forms are found at the following website location:
http://www.wsdot.wa.gov/Design/ADAGuidance.htm. In the instance where an ADA Feature does not meet accessibility requirements, all
work to replace non-conforming work and then to measure, record the as-built measurements, and transmit the electronic Forms to the
WSDOT’s Construction Representative shall be completed as requested by WSDOT at no additional cost to the Developer, or WSDOT.
WSDOT reserves the right to verify As-Built records for accuracy.
6. PERMITS FROM OTHER AGENCIES.
The Developer shall be responsible for obtaining any necessary Federal, State, and Local Permits including, but not limited to the
Washington State Department of Ecology, the Washington State Department of Fish and Wildlife, U.S. Army Corps of Engineers, and the
Special Provisions – DEVELOPER AGREEMENTS Exhibit A Agreement No.: UCB 1689
Last Rev: 12/23/20 2
National Environmental Policy Act (NEPA) prior to the beginning of construction.
7. DOCUMENTS ON SITE.
Copies of this Agreement, protected from the elements at all times during any construction authorized by said Agreement, shall be kept at
the Developer’s Project Office and by the Contractor’s Representative(s) at the project construction site. The Agreement shall be shown
upon request to any WSDOT Representative or Law Enforcement Officer. If the Agreement Package is not kept and made available at the
project construction site, the Work shall be suspended.
8. INSPECTION AND ACCEPTANCE.
All Work is subject to monitoring and inspection by WSDOT. Upon completion of the Work, the Developer shall request a Preliminary Final
Inspection for Conditional Acceptance and Conditional Approval by WSDOT.
9. RELEASE OF BOND.
WSDOT shall hold the Bond for a minimum of one year after Substantial Completion/Conditional Acceptance of project is granted to assure
proper Workmanship, project quality, and public safety. Should a problem occur, the Developer shall take immediate corrective action.
The Bond shall not be released until final payment of the Reimbursable “J” Account and the Project As-Built construction drawings are
received by WSDOT.
10. EXPIRATION DATE/COMPLETION OF WORK.
Should construction not begin within Eighteen (18) months after the Date of Execution, the Agreement shall be canceled unless a time
extension is granted. If this Agreement is canceled, it shall be necessary to repeat the entire application, review, and approval process.
11. SURVEY MONUMENTS.
The Developer shall not disturb, remove, or destroy any existing Survey Monument before obtaining a Permit from the Washington State
Department of Natural Resources (DNR). Resetting Survey Monuments shall be done by or under the direct supervision of a Licensed
Professional Engineer or a Licensed Professional Land Surveyor.
A listing of Survey Monuments can be found at WSDOT’s Geographic Services Office Website: https://www.wsdot.wa.gov/monument
12. ARCHAEOLOGICAL/HISTORICAL FINDINGS.
If any archaeological or historical resources are revealed in the Work vicinity, the Developer shall immediately stop Work, notify WSDOT’s
Construction Representative, retain a qualified Archaeologist who shall evaluate the site, and make recommendations to WSDOT
Representative regarding the continuance of Work.
13. PROTECTION OF PUBLIC AND PRIVATE PROPERTY.
The Developer shall assure that all Public and Private Property – including – but not limited to Electrical Equipment, Signs, Guide Markers,
and Survey Monuments, on or near the project is not damaged, destroyed, or removed. If any such property is disturbed, WSDOT’s
Construction Representative shall be notified within eight (8) hours. Any Private or Public Property that is damaged, removed, relocated or
rendered less functional shall be replaced, repaired, or fully restored to the satisfaction of WSDOT’s Construction Representative.
Construction shall be in conformance with WSDOT’s Standard Specifications, Standard Plans, Design Standards, or Project Special
Provisions.
14. TRAFFIC CONTROL AND PUBLIC SAFETY
· TRAFFIC CONTROL PLANS (TCP’s)
Prior to construction and/or maintenance of this facility, the Developer shall submit Traffic Control Plans to WSDOT for Review and
Approval at least ten (10) days in advance of the time that signing and other traffic control devices will be required. These TCP’s shall
be in compliance with The Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways – Part 6 (Temporary Traffic
Control) https://mutcd.fhwa.dot.gov/pdfs/2009r1r2/part6.pdf and Washington modifications thereto. All TCP’s shall be site specific,
unless allowed otherwise by WSDOT.
· MODIFICATION OR REVOCATION OF APPROVED TRAFFIC CONTROL PLANS
WSDOT reserves the right to modify or revoke any Traffic Control Plan at any time due to unexpected emergencies or safety and
operational problems for the traveling public. All costs and time delays associated with modification or revocation shall be borne by
the Developer. WSDOT shall in no way be held liable for any delays, costs, or other damages to the Developer by reason of any such
WSDOT action.
· PERMITTED HOURS FOR LANE CLOSURES / WSDOT NOTIFICATION
The working hours within State owned highway right-of-way or highway right-of-way under WSDOT jurisdiction for this project are
restricted per the Approved Traffic Control Plan(s). Any extension of these hours must be requested in writing and approved by the
WSDOT in writing prior to construction. Weekend or Holiday (including Canadian Holidays-Skagit & Whatcom Counties) work is not
permitted without prior written permission from the WSDOT. Five (5) working days written notification shall be given to the WSDOT’s
Representative prior to any lane closure.
· TRAFFIC CONTROL CONSTRUCTION SIGNS
The Agency’s contractor shall install construction signs required in the Approved Traffic Control Plans as described hereinafter.
o Class A Construction Signs are those signs that remain in in service throughout the construction or during a major phase of the
work. They are post mounted with the bottom of the sign located from five (5) to seven (7) feet above pavement elevation.
o Class B Construction Signs are those signs that are placed and removed daily or are used for short durations which may extend
for no more than one (1) to three (3) days. These signs are to be mounted on crashworthy temporary or portable supports and
shall be no less than one (1) foot above the pavement elevation.
· SUSPENSION OF TRAFFIC CONTROL OPERATIONS
WSDOT reserves the right to suspend all lane and shoulder closure operations due to unexpected emergencies or impediments to the
flow of traffic. All costs associated with this suspension shall be borne by the Developer or their contractor.
Special Provisions – DEVELOPER AGREEMENTS Exhibit A Agreement No.: UCB 1689
Last Rev: 12/23/20 3
· HAZARD PROTECTION
All hazards to vehicular, pedestrian, and bicycle traffic shall be marked by warning signing, barricades, and lights.
· STORAGE OF EQUIPMENT AND MATERIALS
All lanes shall be open, and the shoulders shall be clear of construction equipment and materials during non-working hours. The
Work Zone Clear Zone (WZCZ) applies during working and non-working hours. The WZCZ applies only to temporary roadside objects
introduced by the Developer’s operations and does not apply to pre-existing conditions or permanent Improvements. Those
operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other Contract or
Agreement requirements.
During nonworking hours, equipment or materials shall not be within the WZCZ unless they are protected by guardrail or barrier. The
use of temporary concrete barrier shall be permitted only if WSDOT approves the installation and location.
During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within
the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or
park on the shoulder of the roadway.
Non-essential vehicles and employees’ private vehicles shall not be allowed to park within the WZCZ at any time unless protected as
described above.
Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing, and WSDOT has
provided written approval.
15. TRAFFIC CONTROL SUPERVISOR
The Developer or their Prime Contractor shall employ an individual or individuals to perform the duties of Full-Time Traffic Control
Supervisor (TCS), certified by WSDOT. The TCS shall be responsible for safe implementation of Approved Traffic Control Plans. The TCS
shall be present on the project whenever flagging, spotting, or other traffic control is being utilized. The TCS shall be responsible for having
a current set of approved Traffic Control Plans, inspecting traffic control devices and nighttime lighting for proper location, installation,
message, cleanliness, and effect on the traveling public. Traffic control devices shall be inspected at least once per hour during working
hours. The TCS shall correct, or arrange to have corrected, any deficiencies noted during these inspections. The Developer or Prime
Contractor shall maintain 24-hour telephone numbers at which the TCS can be contacted and be available on the job site within 45 minutes
after notification from the WSDOT Representative at other than specified working hours.
16. NOTIFICATION of LAW ENFORCEMENT and EMERGENY SERVICES
The Developer or their Prime Contractor shall notify the Washington State Patrol, the County Sheriff’s Department, the Local Police
Department(s), the Local Fire Department(s), and the Local Emergency Medical Services (EMS) at least 72 hours in advance of Lane
Closure, Road Closure, Detour Set-up, or Rolling Slowdown.
17. WORKER VISIBILITY
· FLAGGER APPAREL
Traffic Control Supervisors, Flaggers, Spotters, and others performing Traffic Control Labor of any kind shall comply with the following:
(1). During daylight hours with clear visibility, workers shall wear a high-visibility ANSI/ISEA 107-2015 Class 2 or 3 vest or jacket, and
hardhat meeting the high-visibility headwear requirements of WAC 296-155-305; and (2). During hours of darkness (½ hour before
sunset to ½ hour after sunrise) or other low visibility conditions (snow, rain, fog, etc.), workers shall wear a high-visibility ANSI/ISEA
107-2015 Class 2 or 3 vest or jacket, high-visibility lower garment meeting ANSI/ISEA 107-2015 Class E, and headwear meeting the
high-visibility headwear requirements of WAC 296-155-305.
· APPAREL - OTHER CONTRACTOR PERSONNEL:
The Agency and/or the Contractor shall require all other personnel in WSDOT-owned highway right-of-way or highway right-of-way
under WSDOT jurisdiction under their control (including Service Providers, Subcontractors, and lower tier Subcontractors) that are on
foot in the Work zone and are exposed to vehicle traffic or construction equipment to wear the high-visibility apparel meeting
Performance Class 2 or 3 requirements of the ANSI/ISEA 107-2015 publication titled “American National Standard for High Visibility
Safety Apparel and Headwear”.
18. INTERFERENCE TO WSDOT HIGHWAY DRAINAGE
If the Work done under this Agreement interferes in any way with the drainage of the State highway, the Developer shall wholly and at its
own expense make such provision as WSDOT may direct to address the said drainage.
19. SEVERANCE AND SALE OF TIMBER AND OTHER PERSONALTY — REMOVAL OF NON-MARKETABLE MATERIALS
This Agreement is subject to RCW 47.12.140, and amendments thereto. This Agreement does not authorize the Developer, its’
employees, contractors, or agents, any right to cut or remove any trees or timber located on WSDOT right-of way or upon WSDOT highway
right of way under WSDOT jurisdiction without prior written approval from the WSDOT.
20. MATERIALS AND QUALITY ASSURANCE / QUALITY CONTROL (QA/QC)
· MATERIALS AND WORKMANSHIP
All materials and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road,
Bridge and Municipal Construction, current edition, and amendments thereto, and shall be subject to inspection by WSDOT.
· MATERIALS TESTING/REPORTING OF RESULTS
All materials testing is to be performed by the Agency or an Independent Certified Testing Laboratory of their choice. Copies of all test
results shall be submitted to WSDOT’s Construction Representative prior to beginning the next phase of construction. WSDOT
reserves the right to verify the test results or to perform the testing.
Special Provisions – DEVELOPER AGREEMENTS Exhibit A Agreement No.: UCB 1689
Last Rev: 12/23/20 4
· APPROVAL OF MATERIALS –
REQUEST for APPROVAL of MATERIALS (RAM)
The RAM shall be prepared by the Contractor or Agency in accordance with the instructions on Form 350-071 and submitted to
WSDOT’s Construction Representative for approval before the material is incorporated into the Improvements. All material, including
proposed Aggregate Sources, shall be listed on the RAM Form. Approval of the material does not constitute acceptance of the
material for incorporation into the Improvements. Additional acceptance actions as noted on the RAM need to be completed prior to
the materials being incorporated into the Improvements. When requesting approval of an item that requires fabrication, both the
fabricator and the manufacturer of the base material shall be identified on the RAM.
QUALIFIED PRODUCTS LIST (QPL)
The most current QPL list available at the time the product is proposed for use shall be used. The QPL submittal shall be prepared by
the Contractor or Agency in accordance with the instructions in the QPL and submitted to WSDOT’s Construction Representative prior
to use. The QPL identifies the approved products, the applicable Specification Section, and the basis for acceptance at the project
level. The acceptance and use of these products is based upon additional job sampling and/or documentation. All additional
acceptance actions need to be completed prior to the material being incorporated into the Improvements. Qualified products not
conforming to the Specifications, not fulfilling the acceptance requirements, or improperly handled or installed, shall be replaced at the
Contractor’s expense. If there is a conflict between the QPL and the Contract, the provisions of the Contract shall take precedence
over the QPL. The current QPL can be accessed online at www.wsdot.wa.gov/biz/mats/qpl/qpl.cfm.
AGGREGATE SOURCE APPROVAL (ASA)
All aggregates proposed for use on the project shall be from Pre-Approved WSDOT Sources. Pre-Approved Sources can be found on
WSDOT’s ASA database which contains results of WSDOT preliminary testing of aggregate sources. The ASA database can be
accessed online at the agency website at: http://www.wsdot.wa.gov/biz/mats/ASA/ASASearch.cfm. This database is used by
WSDOT to indicate the approval status of these aggregate sources for applications that require preliminary testing as defined in the
Contract. The ASA ‘Aggregate Source Approval Report’ identifies the currently approved applications for each aggregate source
listed. The acceptance and use of these aggregates is contingent upon additional job sampling and/or documentation. Aggregates
approved for applications on the ASA ‘Aggregate Source Approval Report’ not conforming to the Specifications, not fulfilling the
acceptance requirements, or improperly handled or installed, shall be replaced at the Contractor’s or Local Agency’s expense.
· HOT MIX ASPHALT (HMA) DESIGN
Prior to Paving Operations, the Agency shall submit WSDOT approved HMA Mix Design(s) from WSDOT’s Qualified Products List
(QPL) for use on this project.
· PAVING OPERATIONS
NO PAVING OPERATIONS WILL BE PERMITTED WHEN IT IS RAINING or SNOWING. Written permission from WSDOT’s
Construction Representative shall be required if paving operations begin before April 1st, or after October 1st. Surface temperature
and other paving limitations as per WSDOT Standard Specifications shall be enforced.
· MATERIAL TRANSFERING DEVICE / VEHICLE
The Contractor shall use a material transfer device (MTD) or material transfer vehicle (MTV) to deliver the HMA from the hauling
equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However,
an MTD/V is not required for HMA placed in irregularly shaped and minor areas such as tapers and turn lanes, or for HMA mixture that
is accepted by Visual Evaluation. At the Contractor’s request the WSDOT Construction Representative may approve paving without
an MTD/V; the WSDOT Construction Representative will determine if an equitable adjustment in cost or time is due. If a windrow
elevator is used, the WSDOT Construction Representative may limit the length of the windrow in urban areas or through intersections.
· ROLLERS
The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor’s option,
provided the specified densities are attained. An exception shall be that pneumatic tired rollers shall be used for compaction of the
wearing course beginning October 1st of any year through March 31st of the following year. Coverage with a steel wheel roller may
precede pneumatic tired rolling. Operation of the roller shall be in accordance with the manufacturer’s recommendations. The use of
equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of
the surface, or displacement of the mixture, or other undesirable results shall not be used.
· JOINT SEALING
All joints between existing and new pavement; or other cracks requiring repair shall be adequately cleaned and then sealed with PG 67-22
Liquid Asphalt in accordance with the manufacturer’s recommendations. Filling shall be controlled to confine the material within the crack
or joint. If, in the opinion of WSDOT’s Construction Representative, the Contractor’s method of filling results in an excessive amount of
sealant on the pavement surface, filling shall be stopped, and the method changed. Any overflow shall be cleaned from the pavement
surface.
· QUALIFICATION of CONCRETE SUPPLIERS
Concrete Batch Plant Prequalification requires a certification by the National Ready-Mix Concrete Association (NRMCA). A copy of
that Certificate shall be submitted to WSDOT’s Construction Representative prior to placement of cement concrete.
· CONCRETE MIX DESIGN
Prior to any placement of cement concrete, the Agency shall submit WSDOT approved Mix Design(s) for use on this Project to
WSDOT’s Construction Representative.
21. UNSUITABLE MATERIALS
If determined necessary by WSDOT, unsuitable material encountered during any excavation shall be removed and replaced to the
satisfaction of WSDOT at the Agency’s expense. The replacement material shall be free-draining and granular, or other materials as
determined by WSDOT’s Construction Representative in accordance with the Standard Specifications.
22. DRAINAGE AND UTILITY CONSTRUCTION
Special Provisions – DEVELOPER AGREEMENTS Exhibit A Agreement No.: UCB 1689
Last Rev: 12/23/20 5
· PIPE END TREATMENT.
All culvert pipes shall have beveled end sections and quarry spalls shall be placed around end of pipes in the bottom of the ditch, and
on the side of the slopes.
· UTILITY COVER ELEVATION.
All manholes, valve covers, and like appurtenances shall be constructed at such an elevation to conform to the shoulder slope from
the edge of pavement or as directed by WSDOT.
· DRAINAGE STRUCTURES
Only structures stamped APPROVED by WSDOT’s Fabrication Inspection Office shall be used on this project.
23. EROSION CONTROL and WATER POLLUTION CONTROL
· BEST MANAGEMENT PRACTICES (BMP’S)
During construction of this project, the Agency shall furnish, install, maintain, remove and dispose of best management practices
(BMPs), as defined in the Washington Administrative Code (WAC) 173-201A, to manage erosion and water quality in accordance with
these Specifications and as shown in the Plans, or as designated by the Construction Representative. The Contracting Agency may
have a National Pollution Discharge Elimination System Construction Stormwater General Permit (CSWGP) as identified in the
Contract Special Provisions. The Contracting Agency may or may not transfer coverage of the CSWGP to the Contractor when a
CSWGP has been obtained. The Contracting Agency may not have a CSWGP for the project but may have another water quality
related permit as identified in the Contract Special Provisions or the Contracting Agency may not have water quality related permits
but the project is subject to applicable laws for the Work.
24. LANDSCAPING ON WSDOT RIGHT-OF-WAY
· PLANTINGS.
If the Agency desires to plant and/or cultivate any shrubs, trees, hedges, or other domestic or native ornamental growth on WSDOT-
owned highway right-of-way that is more extensive than regular WSDOT vegetation, the Agency shall obtain a Roadside Vegetation
Permit (DOT Form 220-018) from WSDOT for the maintenance of the plantings.
· IRRIGATION SYSTEMS.
If the Agency desires to install an irrigation system, the Agency may be required to obtain additional approval. The Agency shall be
responsible for water and electrical costs.
25. DISTURBANCE OF EXISTING RIGHT-OF-WAY VEGETATION
Unless otherwise authorized by WSDOT’s representative in writing prior to the start of any Improvements, this Agreement does not
authorize the Agency, its’ employees, contractors, or agents, any right to cut, spray, retard, remove, destroy, disfigure, or in any way modify
the physical condition of any vegetative or landscaping material located on WSDOT-owned highway right-of-way or upon state highway
right of way under WSDOT jurisdiction. Should the Agency anticipate that its’ Improvements will alter the appearance of WSDOT-owned
Highway right-of-way vegetation or landscaping, the Agency shall notify the Department Representative listed in Special Provision 1 to
obtain WSDOT’s prior written approval of the Agency’s proposed Improvements. If WSDOT allows the Agency to modify WSDOT-owned
highway right-of-way vegetation, it agrees that any vegetation cutting and/or trimming activities shall be conducted in such a manner that
WSDOT-owned Highway right-of-way vegetation and landscaping appearance or functionality will not be altered or damaged. Should the
Agency damage or alter the appearance of WSDOT-owned Highway right-of-way vegetation or landscaping without WSDOT’s prior written
approval, the Agency is subject to penalties provided for in RCW’s 47.40.070, 47.40.080, and 4.24.630, as applicable.
26. RIGHT-OF-WAY PRESERVATION, MAINTENANCE, AND RESTORATION
The Agency shall preserve, maintain, establish and augment vegetation on the roadsides and within mitigation or sundry site areas. This
includes vegetation preservation, weed and pest control, furnishing and placing topsoil, compost, and soil amendments, and furnishing and
planting seed, sod and plants of all forms and container types. This also includes performing plant establishment activities and soil
bioengineering. Work shall be performed in accordance with WSDOT Specifications and as shown in the Plans or as designated by the
Construction Representative. Trees, whips, shrubs, ground covers, cuttings, live stakes, live poles, live branches, rhizomes, tubers,
rootstock, and seedlings will hereinafter be referred to collectively as “plants” or “plant material”. Grass, wildflowers, and other plant
materials installed in seed form will hereinafter be referred to collectively as “seed”.
Upon completion of all Improvement’s, the Agency shall immediately remove all rubbish, scraps, brush, timber, waste materials, or other
debris etc. from State highway right of way, leaving the right of way in a safe, neat, and presentable condition to the WSDOT’s sole
satisfaction. The aesthetics of the right-of-way shall be as it was before the work started, or better. In addition, all WSDOT owned and
maintained drainage systems must be, cleared of obstructions, restored, and fully operational. Any work-related clean up, restoration,
necessary slope treatment / protection, or drainage restoration of WSDOT-owned right of way not completed within seven (7) calendar days
of work completion, unless WSDOT approves otherwise in writing, will be performed by WSDOT at the Agency’s expense. The Agency
agrees to reimburse WSDOT’s actual direct and related indirect costs and expenses for performing the Improvements pursuant to the
provisions of Section 7.0 – Payment.
27. ILLUMINATION CONSTRUCTION / INSPECTION
· CONSTRUCTION
The Agency shall assure that the construction of all illumination installed within WSDOT-owned highway right-of-way or highway right-
of-way under WSDOT jurisdiction meets all requirements of WSDOT.
· ILLUMINATION DURING CONSTRUCTION
Pre-existing illumination shall be maintained and functional at all times during construction until the new illumination is operational.
28. TRAFFIC SIGNAL CONSTRUCTION / INSPECTION
Special Provisions – DEVELOPER AGREEMENTS Exhibit A Agreement No.: UCB 1689
Last Rev: 12/23/20 6
· DESIGN/CONSTRUCTION
The Agency shall assure that the design and construction of Traffic Signals and illumination on signal poles installed within WSDOT
Highway right-of-way meets all requirements of WSDOT.
· PERMITTING and INSPECTIONS
Electrical installations are subject to electrical inspection in accordance with RCW 19.28.101. Electrical inspections may only be
performed by an electrical inspector meeting the requirements of RCW 19.28.321. Electrical installations will not be accepted until
they have been inspected and approved by an electrical inspector as required by this Section. This inspection is required even if there
is no new electrical service or new electrical meter being installed in the Contract. Installations within WSDOT right of way are subject
to a minimum of a final inspection by a WSDOT certified electrical inspector as allowed by RCW 19.28.141. A separate permit is not
required for electrical installations within WSDOT right of way. Additional inspections may be required at the discretion of the
Engineer. Installations outside of WSDOT right of way are subject to permitting and inspection by the Washington State Department
of Labor and Industries (L&I) or a local jurisdiction approved for that location by L&I. Approved local jurisdictions and their contacts
can be found on the L&I website at www.lni.wa.gov/TradesLicensing/Electrical/FeePermInsp/CityInspectors.
· TRAFFIC SIGNAL STANDARDS – APPROVAL
Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable
Standard Plans, pre-approved plans, or special design plans. If the proposed signal standards are not on WSDOT’s PRE-
APPROVED LIST (http://www.wsdot.wa.gov/eesc/bridge/lightsignalstandards/index.cfm), Signal Pole Shop Drawings (Electronic) shall
be submitted to WSDOT’s Construction Representative for transmittal to HQ for approval.
· FOUNDATIONS
Foundation concrete shall conform to the requirements for the specified class, be cast- in-place concrete and be constructed in
accordance with Standard Specifications Sections 6-02.2 and 6-02.3. Concrete for Type II, III, IV, V, and CCTV signal standards and
light standard foundations shall be Class 4000P and does not require air entrainment. Concrete for pedestals and cabinets, Type
PPB, PS, I, FB, and RM signal standards and other foundations shall be Class 3000. Concrete placed into an excavation where water
is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free-fall is
vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The
Section 6-02.3(6) restriction for 5-feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft. Steel
reinforcing bars for foundations shall conform to Section 9-07. The bottom of concrete foundations shall rest on firm ground. If the
portion of the foundation beneath the existing ground line is formed or cased instead of being cast against the existing soil forming the
sides of the excavation, then all gaps between the existing soil and the completed foundation shall be backfilled and compacted in
accordance with Section 2-09.3(1)E. Foundations shall be cast in one operation where practicable. The exposed portions shall be
formed to present a neat appearance.
· ILLUMINATION DURING CONSTRUCTION.
Existing electrical systems, traffic signal or illumination, or approved temporary replacements, shall be kept in effective operation
during the progress of the Work, except when shutdown is permitted to allow for alterations or final removal of the system.
If a portion of an existing communication conduit system is damaged due to the Contractor’s activities, the affected system shall be
restored to original condition. Conduit shall be repaired. Communication cables shall be replaced, and the communication system
shall be made fully operational within 24 hours of being damaged.
· TEMPORARY DETECTION SYSTEM.
If any traffic detection loop is scheduled to be disabled, an approved temporary detection system shall be completely installed and
made operational prior to any associated induction loop being disabled. Detection loops damaged due to the Contractor’s activities
shall be replaced and signal detection shall be fully operational within 48 hours of being damaged; or – temporary detection shall be
installed and operational.
· TRAFFIC DETECTION LOOPS.
The Contractor shall notify the Area Traffic Engineer through WSDOT’s Construction Representative a minimum of five working days
in advance of pavement removal or grinding in areas with existing loops.
All new traffic detection loops shall be installed after grinding or prior to paving the final lift of asphalt unless otherwise approved in
writing by WSDOT’s Construction Representative.
If WSDOT’s Construction Representative suspects that damage to any traffic detection loop, not identified in the Plans as being
replaced, may have resulted from Contractor’s operations or is not operating adequately, WSDOT’s Construction Representative may
order the Contractor to perform the field tests specified in Section 8 20.3(14)D. The test results shall be recorded and submitted to
WSDOT’s Construction Representative. Loops that fail any of these tests shall be replaced and operational.
Traffic detection loops that fail the tests, as described above, and are replaced shall be installed in accordance with current WSDOT
design standards and Standard Plans, as determined by WSDOT’s Construction Representative.
If traffic detection loops that fail the tests, as described above, are not replaced and operational within 48 hours, the Contractor shall
install and maintain interim video detection until the replacement loops are operational. The type of interim video detection furnished
shall be approved by WSDOT’s Construction Representative prior to installation.
· TRAFFIC SIGNAL HEADS
Unless ordered otherwise in writing by WSDOT’s Construction Representative, signal heads shall not be installed at any intersection
until all other signal equipment is installed and the controller is in place, inspected, and ready for operation at that intersection, except
that the signal heads may be mounted if the faces are covered with Signal Head Covering Material to clearly indicate the signal is not
in operation.
· SIGNAL HEAD COVERING
Special Provisions – DEVELOPER AGREEMENTS Exhibit A Agreement No.: UCB 1689
Last Rev: 12/23/20 7
The signal head covering material shall be manufactured from a durable fabric material, black in color with a mesh front, and designed
to fit the signal head configuration properly. The covers shall have an attachment method that will hold the cover securely to the
signal in heavy wind. The covers shall be provided with a drain to expel any accumulated water.
· TRAFFIC SIGNAL PRE-TURN-ON COORDINATION MEETING AND TESTING.
Prior to a Traffic Signal Turn-on event, the Agency/Contractor shall conduct a Pre-Turn-on coordination meeting with the following
Contracting Agency personnel included as invited attendees: WSDOT’s Construction Representative, Electrical Inspector, Signal
Operations Engineer, and Signal Maintenance Technician. The Agency/Contractor shall provide the Engineer a minimum of 5 days
written notice of the proposed Pre-Turn-on coordination meeting date and time. Prior to the Pre-Turn-on coordination meeting, the
Agency/Contractor shall complete the items of Improvements detailed in the Traffic Signal Turn-on Checklist and submit the
completed checklist to WSDOT’s Construction Representative. The Traffic Signal Turn-on Checklist form will be furnished to the
Agency/Contractor by WSDOT’s Construction Representative.
Unless approved by WSDOT’s Construction Representative, the permitted hours for Pre-Turn-On coordination and testing shall be per
the Approved Traffic Control Plan(s) for the specific operation.
· TRAFFIC SIGNAL TURN-ON AND/OR SWITCHOVER OPERATIONS.
The Agency shall contact WSDOT’s Construction Representative at least five (5) working days prior to scheduling a signal turn-on in
order to assure that all appropriate items on WSDOT’s “Traffic Signal Turn-On Checklist” are satisfactorily addressed. The Signal
Turn-On or Switchover shall not occur until all applicable Checklist items are installed and/or connected. This Checklist can be
located on WSDOT’s web site at: http://www.wsdot.wa.gov/Northwest/DevelopmentServices/LocalAgency.htm (Go to: “What is
needed to turn on a traffic signal?”).
Prior to scheduling a turn-on date, the Agency/Contractor shall provide verification to WSDOT Construction Representative that all
required testing has been satisfactorily completed.
The traffic signal turn-on procedure shall not begin until all required channelization, pavement markings, illumination, signs, and sign
lights are substantially complete and operational unless otherwise allowed by WSDOT’s Construction Representative.
If the Contractor is directed to turn off the traffic signal, the Contractor shall schedule a new turn-on date with the Engineer in
accordance with the previously mentioned procedures.
· PERMITTED HOURS FOR SIGNAL TURN-ON AND/OR SWITCH-OVER OPERATIONS.
Unless approved by WSDOT’s Construction Representative, the permitted hours for Traffic Signal Turn-on or Switch-Over shall be per
the Approved Traffic Control Plan(s) for the specific operation. Signal Switchover and Turn-On operations are permitted only on
Tuesday, Wednesday, or Thursday – except in the case of an emergency. No Switchover or Turn-On operations will be permitted on
Monday, Friday, weekends, holidays, or the day preceding a holiday.
· NEW SIGNAL AHEAD/SIGNAL REVISION WARNING SIGNING.
Whenever a new signal is constructed or an existing traffic signal is modified, Class A Construction Signs with the message “NEW
SIGNAL AHEAD” (W20-902) or “SIGNAL REVISION AHEAD” (W20-903) shall be installed in advance of all affected directions of
travel on the Project when a new traffic signal system is installed or when modifications to and existing signal are made. The location
of the signs shall be per Section 2C.05 of the MUTCD, or as directed by WSDOT’s Construction Representative. These signs shall be
48” X 48;” black letters on orange background and shall be post mounted. The bottom of the sign shall be mounted five (5) to seven
(7) feet above the pavement elevation. Each sign shall have three (3) 12”’ by 12” Fluorescent Orange flags or Flag Signs mounted on
both sides and on top of the sign. The flags signs shall be made of aluminum, durable cloth, or plastic. The signs and flags shall stay
erect for six to eight weeks or as directed by WSDOT’s Construction Representative.
29. INTELLIGENT TRANSPORTATION SYSTEM CONSTRUCTION/INSPECTION
The Developer shall assure that the construction of Intelligent Transportation Systems owned by WSDOT meets all requirements of
WSDOT.
If a portion of an existing communication conduit system is damaged due to the Contractor’s activities, the affected system shall be
restored to original condition. Conduit shall be repaired. Communication cables shall be replaced, and the communication system shall be
made fully operational within 24 hours of being damaged.
30. SLIP-RESISTANT SURFACING FOR JUNCTION BOXES, CABLE VAULTS, AND PULL BOXES
Where slip-resistant junction boxes, cable vaults, or pull boxes are required, each box or vault shall have slip-resistant surfacing material
applied to the steel lid and frame of the box or vault. Where the exposed portion of the frame is ½ inch wide 30 or less, slip-resistant
surfacing material may be omitted from that portion of the frame. Slip-resistant surfacing material shall be identified with a permanent
marking on the underside of each box or vault lid where it is applied. The permanent marking shall be formed with a mild steel weld bead,
with a line thickness of at least 1/8 inch. The marking shall include a two character identification code for the type of material used and the
year of manufacture or application. The following materials are approved for application as slip-resistant material and shall use the
associated identification codes: 1). Harsco Industrial IKG, Mebac #1 - Steel: M1; 2). W. S. Molnar Co., SlipNOT Grade 3 – Coarse: S3; 3).
Thermion, SafTrax TH604 Grade #1 – Coarse: T1
31. SIGN FABRICATION, INSTALLATION, AND MAINTENANCE
All Directional, Regulatory, and Stop Signs as well as Route Markers shall be installed as per the Approved Plans, WSDOT Standard
Plans, or as directed by WSDOT’s Construction Representative. The DEPARTMENT shall own and maintain these signs- unless the
Agency signs a Contract or Maintenance Agreement with WSDOT to perform sign maintenance.
All STOP, YIELD, DO NOT ENTER, WRONG WAY, FREEWAY ENTRANCE, HIGHWAY ENTRANCE and ROUTE MARKER signs shall
be constructed entirely of Type III or IV reflective sheeting. All M series, I series, and D-10 series signs and all signs with blue or brown
backgrounds shall be constructed entirely of Type II reflective sheeting unless otherwise specified. Background reflective sheeting for all
other signs shall be as noted in the Plans. Sign legends for all other signs shall be constructed of Type III or IV reflective sheeting. Sign
legends include borders, letters, numerals, symbols, shields, and arrows. Reflective legend sheeting types shall not be mixed on individual
signs.
Special Provisions – DEVELOPER AGREEMENTS Exhibit A Agreement No.: UCB 1689
Last Rev: 12/23/20 8
All signs shall show the manufacturer’s name and date of manufacture on the back. In addition, the width and height dimension, in inches,
the Contract number, and the number of the sign as it appears in the Plans shall be placed using 3-inch series C black letters on the back
of destination, distance, and large special signs. Hand painted numbers are not permitted.
32. TRAFFIC REVISION WARNING SIGNING (Applicable to ALL Projects)
When the permanent channelization of the highway is changed, Class A Construction Signs with the message “TRAFFIC REVISION
AHEAD” (W20-901) signs shall be installed in advance of all affected directions of travel of the Project. The location of the signs shall be
per Section 2C.05 of the MUTCD, or as directed by WSDOT’s Construction Representative. These signs shall be 48” X 48” black letters on
orange background and shall be post mounted. The bottom of the sign shall be mounted five (5) to seven (7) feet above the pavement
elevation.
33. REMOVAL OF PAVEMENT MARKINGS
Pavement markings to be removed shall be obliterated until all blemishes caused by the pavement marking removal conform to the
coloration of the adjacent pavement. Grinding to remove pavement markings in their entirety is allowed in areas designated for applications
of either Hot Mix Asphalt (HMA) or Bituminous Surface Treatment (BST). Pavement marking removal shall be performed from April 1st
through September 30th and only in those areas that shall be paved within the same time window as the grinding, unless otherwise allowed
by the Engineer in writing. For all cement concrete pavement and areas that will not be overlaid with hot mix asphalt or BST, grinding is
allowed to a depth just above the pavement surface and then Water blasting or shot blasting shall be required to remove the remaining
pavement markings. If in the opinion of the Engineer, the pavement is materially damaged by pavement marking removal, such damage
shall be repaired by the Contractor in accordance with Section 1-07.13(1). Sand or other material deposited on the pavement as a result of
removing lines and markings shall be removed as the Work progresses to avoid hazardous conditions. Accumulation of sand or other
material which might interfere with drainage will not be permitted.
34. APPLICATION OF CHANNELIZATION PAVEMENT MARKINGS.
Two applications of paint shall be required for all paint stripe markings as per the WSDOT Standard Specifications. Plastic Pavement
Markings shall also be applied per the WSDOT Standard Specifications.
35. PROTECTION OF NEWLY APPLIED PAVEMENT MARKINGS
The Agency shall not allow traffic onto or permit vehicles to cross newly applied pavement markings until they are sufficiently dry. Any
portion of the pavement markings damaged by passing traffic or from any other cause shall be removed and replaced. Tracked pavement
marking material shall be sufficiently removed from the roadway.
36. ADVERTISING SIGNS
Any advertising adjacent to WSDOT Highways must be in compliance with the Scenic Vistas Act of 1971, Chapter 47.42 RCW and Chapter
468-66 WAC. Violation of this section of the statutes will be sufficient cause for cancellation of this Agreement. Advertising signs are
allowed off WSDOT Highway right-of-way, subject to Local Codes and Regulations.
PROJECT VICINITY
Exhibit "B" Sheet 1 of 1
Developer Agreement No. UCB 1689 JZ 0757
SR 18 (MP 0.77-1.02)
IRG Woodridge
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LGB 17GR-01.dwg
SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..
IRG WOODBRIDGESR 18 OFF-RAMP
TESC & GRADING PLAN
GR-01
3
FEDERAL WAY CAMPUS,LLC
DANA OSTENSON
8847 IMPERIAL HIGHWAY, SUITE H
DOWNEY, CA 90242
(310) 722-8972
02/04/2021
Exhibit "D" Sheet 3 of 13
Developer Agreement No. UCB 1689 JZ 0757
SR 18 (MP 0.77-1.02)
IRG Woodridge
∆ΘΝΡΗΝΜ.Ρ∆ΧΗΛ∆ΜΣ≅ΣΗΝΜ ΒΝΜΣΘΝΚ ΜΝΣ∆Ρ9 ς∆Σ Ρ∆≅ΡΝΜ ΡΟ∆ΒΗ≅Κ ΟΘΝΥΗΡΗΝΜΡ
Φ∆Μ∆Θ≅Κ ΜΝΣ∆Ρ
”
1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E.
SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.)
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE
RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
4. THE ESC FACILITIES SHOWN ON THESE PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A
MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,
THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM
EVENTS.
6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED
FUNCTIONING.
7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL
BE IMMEDIATELY STABILIZED WITH TH APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.)
8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS.
9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HORS FOLLOWING A STORM
EVENT.
10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. 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.
11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PROJECT.
12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.5.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30.
13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL
MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR
DISPERSION SYSTEM, THE FACILITY SHALL {NOT} BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE
USED AS A TEMPORARY SETTLING BASIN.
14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E.
ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE).
15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES.
16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C)(6)A-G) OF FWRC.
Public Works
(425) 297-9900(253) 838-6113
www.esmcivil.com
Land Planning
Landscape Architecture
Land Surveying
Project Management
Civil Engineering
Κ Κ ΒΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ
FEDERAL WAY
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SHEET NO.:
OF
REVISION DATE BY DESIGNED BY:
DRAWN BY:
APPROVED BY:
ISSUE DATE:
02-04-2021
JOB NO.:
TENW #5219
DRAWING FILE NO.:
DRAWING NO.:
LGB
GFF
LGB 17GR-02.dwg
SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..
IRG WOODBRIDGESR 18 OFF-RAMP
TESC & GRADING NOTES
GR-02
4
FEDERAL WAY CAMPUS,LLC
DANA OSTENSON
8847 IMPERIAL HIGHWAY, SUITE H
DOWNEY, CA 90242
(310) 722-8972
02/04/2021
Exhibit "D" Sheet 4 of 13
Developer Agreement No. UCB 1689 JZ 0757
SR 18 (MP 0.77-1.02)
IRG Woodridge
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SCALE: 1"=5'
CURB RAMP DETAIL #2
SCALE: 1"=5'\A1;6'7.3%7.5%0.5%
\A1;11.5'\A1;13.8'
CURB RAMP DETAIL #3
SCALE: 1"=5'0.4%1%
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MEDIAN CUT-THROUGH DETAIL
SCALE: 1"=5'
Public Works
(425) 297-9900(253) 838-6113
www.esmcivil.com
Land Planning
Landscape Architecture
Land Surveying
Project Management
Civil Engineering
Κ Κ ΒΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ
FEDERAL WAY
EVERETT
223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4
Εδχδθκ ςξ+ ς≅ 87//2N
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SHEET NO.:
OF
REVISION DATE BY DESIGNED BY:
DRAWN BY:
APPROVED BY:
ISSUE DATE:
02-04-2021
JOB NO.:
TENW #5219
DRAWING FILE NO.:
DRAWING NO.:
LGB
GFF
LGB 17GR-03.dwg
SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..
IRG WOODBRIDGESR 18 OFF-RAMP
RAMP GRADING DETAILS
GR-03
5
FEDERAL WAY CAMPUS,LLC
DANA OSTENSON
8847 IMPERIAL HIGHWAY, SUITE H
DOWNEY, CA 90242
(310) 722-8972\A1;6'\A1;6'0.3%1.5%1.5%CURB RAMP DETAIL #4
SCALE: 1"=5'\A1;6'\A1;6'\A1;20'
\A1;7.3'\A1;7.3'*2%6.3%
*0.5%*2.7%\A1;6'5.2%1.5%1.5%2%1.2%7.5%1.5%\A1;8'\A1;6.7'\A1;8'\A1;6.7'
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ISLAND CUT-THROUGH & EXISTING RAMP DETAILS
SCALE: 1"=5'
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2%
02/04/2021
Exhibit "D" Sheet 5 of 13
Developer Agreement No. UCB 1689 JZ 0757
SR 18 (MP 0.77-1.02)
IRG Woodridge
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]PAVEMENT MARKING & SIGNAGE PLANPM-016SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:02-04-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS17SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle AllenPhone: 425-250-0582TENW₂02-04-2021Exhibit "D" Sheet 6 of 13Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
PAVEMENT MARKING & SIGNAGE PLANPM-027SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:02-04-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS17SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle AllenPhone: 425-250-0582TENW02-04-2021ONLYOVER30,000 LBS(GROSS VEH WT.)EXCEPT LOCALDELIVERIESRIGHT TURN LANEYIELD TO BIKESBEGINAHEADMUSTRIGHT LANETURN RIGHTONLYEXITExhibit "D" Sheet 7 of 13Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
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]SIGNAL & ILLUMINATION PLANS8SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:06-04-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS17SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle AllenPhone: 425-250-0582TENW06-04-2021₂TS-01Exhibit "D" Sheet 8 of 13Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
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]SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:06-04-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS17SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle AllenPhone: 425-250-0582TENWSIGNAL & ILLUMINATION PLANS9TS-0206-04-2021RAMPMETEREDAHEAD WHENFLASHINGExhibit "D" Sheet 9 of 13Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:06-04-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS17SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle AllenPhone: 425-250-0582TENW06-04-2021SIGNAL & ILLUMINATION PLANS10TS-03Exhibit "D" Sheet 10 of 13Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:06-04-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS17SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle AllenPhone: 425-250-0582TENW06-04-2021SIGNAL & ILLUMINATION PLANS11TS-04Exhibit "D" Sheet 11 of 13Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:06-04-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS17SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle AllenPhone: 425-250-0582TENW06-04-2021SIGNAL & ILLUMINATION PLANS12TS-05Exhibit "D" Sheet 12 of 13Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:06-04-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS17SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle AllenPhone: 425-250-0582TENW06-04-202113TS-06Exhibit "D" Sheet 13 of 13Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
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[]TRAFFIC CONTROL PLANTC-0111SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:11-19-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS18SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle Allen, P.E.Phone: 425-250-0582TENW11-19-2021NORTHBOUND WEYERHAEUSER WAY AND WESTBOUND SR 18 OFF-RAMPSINGLE LANE CLOSURE FOR MULTI-LANE ROADWAYSSIDEWALKCLOSEDSIDEWALKCLOSEDSIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSEDAHEADCROSS HERECROSSWALKCLOSED1/27/2022Exhibit "E" Sheet 1 of 8Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
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[]TRAFFIC CONTROL PLANTC-0212SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:11-19-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS18SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle Allen, P.E.Phone: 425-250-0582TENW₂11-19-2021SHOULDER CLOSURE/NON-WORK HOUR PLANWESTBOUND SR 18 OFF-RAMPSIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSEDAHEADCROSS HERESIDEWALKCLOSEDSIDEWALKCLOSEDCROSSWALKCLOSEDSIDEWALK CLOSEDAHEADCROSS HERE1/27/2022Exhibit "E" Sheet 2 of 8Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
[][][][][][][][][][][][][][][][][][]][][][]TRAFFIC CONTROL PLANTC-0313SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:11-19-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS18SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle Allen, P.E.Phone: 425-250-0582TENW₂11-19-2021SOUTHBOUND WEYERHAEUSER WAY SINGLE LANE CLOSURE FOR MULTI-LANE ROADWAYSCROSSWALKCLOSEDCROSSWALKCLOSEDSIDEWALKCLOSEDSIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSEDAHEADCROSS HERE1/27/2022Exhibit "E" Sheet 3 of 8Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
[][][][][][][][][][][][][][][][][][]][][][]TRAFFIC CONTROL PLANTC-0414SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:11-19-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS18SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle Allen, P.E.Phone: 425-250-0582TENW₂11-19-2021SOUTHBOUND WEYERHAEUSER WAY & WESTBOUND SR 18 ON-RAMPSHOULDER CLOSURECROSSWALKCLOSEDCROSSWALKCLOSEDSIDEWALKCLOSEDSIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSEDAHEADCROSS HERE1/27/2022Exhibit "E" Sheet 4 of 8Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
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[]TRAFFIC CONTROL PLANTC-0515SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:11-19-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS18SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M..IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle Allen, P.E.Phone: 425-250-0582TENW₂11-19-2021SHOULDER CLOSURESOUTHBOUND WEYERHAEUSER WAY AND WESTBOUND SR 18 ON-RAMPSIDEWALK CLOSEDAHEADCROSS HERECROSSWALKCLOSEDSIDEWALKCLOSEDSIDEWALKCLOSEDSIDEWALK CLOSEDAHEADCROSS HERE1/27/2022Exhibit "E" Sheet 5 of 8Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
[][][][][][][][][][][][][][][][][][]][][][]TRAFFIC CONTROL PLANTC-0616SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:11-19-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS18IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle Allen, P.E.Phone: 425-250-0582TENW₂11-19-2021 NORTHBOUND WEYERHAEUSER WAY & WESTBOUND SR 18 OFF-RAMP SINGLE LANE CLOSURE FOR MULTI-LANE ROADWAYSSIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSEDAHEADCROSS HERECROSSWALKCLOSEDSIDEWALKCLOSED1/27/2022Exhibit "E" Sheet 6 of 8Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
[][][][]][][][][][][][][][][][][][][][][][][][]TRAFFIC CONTROL PLANTC-0717SHEET NO.:OFREVISIONDATEBYDESIGNED BY:DRAWN BY:APPROVED BY:ISSUE DATE:11-19-2021JOB NO.:TENW #5219DRAWING FILE NO.:DRAWING NO.:BVLBVL/VFEMS18IRG WOODBRIDGESR 18 OFF-RAMPFEDERAL WAY CAMPUS,LLCDANA OSTENSON8847 IMPERIAL HIGHWAY, SUITE HDOWNEY, CA 90242(310) 722-8972Transportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (206) 361-7333Transportation Engineering NorthWestProject Contact: Danielle Allen, P.E.Phone: 425-250-0582TENW11-19-2021MUSTLEFT LANETURN LEFTNORTHBOUND & SOUTHBOUND WEYERHAEUSER WAYSINGLE LANE CLOSURE FOR MULTI-LANE ROADWAYSCROSSWALK CLOSEDAHEADCROSS HERECROSSWALK CLOSEDAHEADCROSS HERECROSSWALK CLOSEDUSE NEXT CROSSWALKCROSSWALK CLOSEDUSE NEXT CROSSWALK1/27/2022Exhibit "E" Sheet 7 of 8Developer Agreement No. UCB 1689 JZ 0757SR 18 (MP 0.77-1.02)IRG Woodridge
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Cl Cl Cl TRAFFIC SAFETY DRUMS WITH TYPE C LIGHTS
� WORK AREA
REVISION DATE
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BY
SECTION 22, TOWNSHIP 21 NORTH, RANGE 4 E., W.M ..
• • • •
WEYERHAEUSER WAY sW-LINE •
GENERAL NOTES
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1.NO ENCROACHMENT ON THE TRAVELED LANE IS PERMITTED. IF ENCROACHMENT IS NECESSARY, THE LANE SHALL BE CLOSED.
2.CHANNELIZING DEVICE SPACING FOR THE DOWNSTREAM OPTION SHALL BE 20' O.C.
3.THIS PLAN MAY NEED TO BE ADJUSTED TO FIT SITE CONDITIONS AS APPROVED BY THE ENGINEER.
4.PROTECTIVE VEHICLE RECOMMENDED -MAY BE A WORK VEHICLE.
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5.FOR SIGN SIZE REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WSDOT SIGN FABRICATION MANUAL M55-O5.
6.MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS.
7.CONTRACTOR SHALL MAINTAIN A 4-FT MIN PEDESTRIAN PATHWAY AT ALL TIMES DURING CONSTRUCTION,
8.EAST SIDEWALK AND WEST SIDEWALK SCENARIOS SHALL NOT BE USED SIMULTANEOUSLY.
DESIGNED BY: ISSUE DATE:
BVL 11-19-2021
DRAWN BY: JOB NO.:
BVL/VF TENW #5219
APPROVED BY: DRAWING FILE NO.:
EMS
11-19-2021
�TENW
Transportation Engineering Northwest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 I Office [206) 361-7333
Project Contact: Danielle Allen, P .E.
Phone: 425-250-0582
103+00
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FEDERAL WAY CAMPUS, LLC
DANA OSTENSON 8847 IMPERIAL HIGHWAY, SUITE H DOWNEY, CA 90242 (310)722-8972
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SCALE IN FEET
NOTE: SOME DIMENSIONS
SHOWN SCHEMATICALLY
NON-WORK HOUR PLAN DETAILS
DRAWING NO.:
IRG WOODBRIDGE SR 18 OFF-RAMP TC-08
SHEET NO.:
18
OF TRAFFIC CONTROL PLAN 18
SHEETS
1/27/2022
Exhibit "E" Sheet 8 of 8
Developer Agreement No. UCB 1689 JZ 0757
SR 18 (MP 0.77-1.02)
IRG Woodridge