HomeMy WebLinkAbout4047 Resolution - BNSF Overpass Agreement MDUARTICLE II) BNSF OBLIGATIONS
In consideration of the covenants of Agency set forth herein and the faithful performance thereof,
BNSF agrees as follows:
1. Upon Agency’s payment to BNSF of an administrative fee in the sum of Two Thousand
and No/100 Dollars ($2,000), together with the Temporary Construction License Fee in the sum
of $Two Hundred Seven Thousand Two Hundred Three and No/100 Dollars ($207,203), BNSF
hereby grants to Agency, its successors and assigns, upon and subject to the terms and
conditions set forth in this Agreement, a temporary non-exclusive license (hereinafter called,
“Temporary Construction License”) to construct the Structure across or upon the portion of
BNSF's right-of-way described further on Exhibit A-1, excepting and reserving BNSF’s rights, and
the rights of any others who have obtained, or may obtain, permission or authority from BNSF, to
do the following:
a) Operate, maintain, renew and/or relocate any and all existing railroad track or
tracks, wires, pipelines and other facilities of like character upon, over or under
the surface of said right-of-way;
b) Construct, operate, maintain, renew and/or relocate upon said right-of-way, without
limitation, such facilities as the BNSF may from time to time deem appropriate,
provided such facilities do not materially interfere with the Agency’s use of the
Structure;
c) Otherwise use or operate the right-of-way as BNSF may from time to time deem
appropriate, provided such use or operations does not materially interfere with the
Agency’s use of the Structure; and
d) Require the Agency or its contractor to execute a Temporary Construction
Crossing Agreement, for any temporary crossing requested to aid in the
construction of this Project.
The term of the Temporary Construction License begins on the Effective Date and ends
on the earlier of (i) substantial completion of the Structure, or (ii) 36 months following the Effective
Date. The Temporary Construction License and related rights given by BNSF to Agency in this
provision are without warranty of title of any kind, express or implied, and no covenant of warranty
of title will be implied from the use of any word or words herein contained. The Temporary
Construction License is for construction of the Structure only and shall not be used by Agency for
any other purpose. Agency acknowledges and agrees that Agency shall not have the right, under
the Temporary Construction License, to use the Structure for any other purpose than construction.
In the event Agency is evicted by anyone owning, or claiming title to or any interest in said right-
of-way, BNSF will not be liable to Agency for any damages, losses or any expenses of any nature
whatsoever. The granting of similar rights to others, subsequent to the date of this Agreement,
will not impair or interfere with the rights granted to Agency herein.
Upon Agency’s payment to BNSF of the additional sum of $One Hundred Fifty Four
Thousand Eight Hundred Ten and No/100 Dollars ($154,810), such payment to be made within
thirty (30) days of issuing the Notice to Proceed pursuant to Article III, Section 16 of this
Agreement, and provided further that Agency is in compliance with the term and conditions of this
Agreement, BNSF will grant to Agency, its successors and assigns, an easement (hereinafter
called, the “Easement”) to enter upon and use that portion of BNSF’s right-of-way as is necessary
to use and maintain the Structure, substantially in the form of Exhibit B attached to this Agreement.
If Agency fails to pay BNSF within the thirty day time period set forth in the preceding sentence,
BNSF may stop construction of the Project until full payment is received by BNSF.
2. BNSF will furnish all labor, materials, tools, and equipment for railroad work required for
the construction of the Project, such railroad work and the estimated cost thereof being as shown
on Exhibit D attached hereto and made a part hereof. In the event construction on the Project
has not commenced within six (6) months following the Effective Date, BNSF may, in its sole and
absolute discretion, revise the cost estimates set forth in said Exhibit D. In such event, the revised
cost estimates will become a part of this Agreement as though originally set forth herein. Any
item of work incidental to the items listed on Exhibit D not specifically mentioned therein may be
included as a part of this Agreement upon written approval of Agency, which approval will not be
unreasonably withheld. Construction of the Project must include the following railroad work by
BNSF:
(a) Procurement of materials, equipment and supplies necessary for the railroad work;
(b) Preliminary engineering, design, and contract preparation;
(c) Furnishing of flagging services during construction of the Project as required and
set forth in further detail on Exhibit C;
(d) Furnishing engineering and inspection as required in connection with the
construction of the Project;
(e) Providing a contract project coordinator, at Agency’s expense, to serve as a project
manager for the Project;
(f) Track, signal, and telecom work to accommodate the Agency’s demolition of the
existing Lewis St Underpass;
(g) If required, construction of a temporary pedestrian at-grade crossing and
installation of automatic warning devices, at Agency’s expense.
(h) If required, temporary and/or permanent relocation of materials currently located
in a storage area on the eastern side of the project site, at Agency’s expense.
3. BNSF will do all railroad work set forth in Article II, Section 2 above on an actual cost basis,
when BNSF, in its sole discretion, determines it is required by its labor agreements to perform
such work with its own employees working under applicable collective bargaining agreements.
4. Agency agrees to reimburse BNSF for work of an emergency nature caused by Agency
or Agency’s contractor in connection with the Project which BNSF deems is reasonably necessary
for the immediate restoration of railroad operations, or for the protection of persons or BNSF
property. Such work may be performed by BNSF without prior approval of Agency and Agency
agrees to fully reimburse BNSF for all such emergency work.
5. BNSF may charge Agency for insurance expenses, including self-insurance expenses,
when such expenses cover the cost of Employer's Liability (including, without limitation, liability
under the Federal Employer's Liability Act) in connection with the construction of the Project.
Such charges will be considered part of the actual cost of the Project, regardless of the nature or
amount of ultimate liability for injury, loss or death to BNSF's employees, if any.
6. During the construction of the Project, BNSF will send Agency progressive invoices
detailing the costs of the railroad work performed by BNSF under this Agreement. Agency must
reimburse BNSF for completed force-account work within thirty (30) days of the date of the invoice
for such work. Upon completion of the Project, BNSF will send Agency a detailed invoice of final
costs, segregated as to labor and materials for each item in the recapitulation shown on Exhibit
D. Pursuant to this section and Article IV, Section 7 herein, Agency must pay the final invoice
within ninety (90) days of the date of the final invoice. BNSF will assess a finance charge of .033%
per day (12% per annum) on any unpaid sums or other charges due under this Agreement which
are past its credit terms. The finance charge continues to accrue daily until the date payment is
received by BNSF, not the date payment is made or the date postmarked on the payment.
Finance charges will be assessed on delinquent sums and other charges as of the end of the
month and will be reduced by amounts in dispute and any unposted payments received by the
month’s end. Finance charges will be noted on invoices sent to Agency under this section.
ARTICLE III) AGENCY OBLIGATIONS
In consideration of the covenants of BNSF set forth herein and the faithful performance thereof,
Agency agrees as follows:
1. Agency must furnish to BNSF plans and specifications for the Project. Four sets of said
plans (reduced size 11” x 17”), together with two copies of calculations, and two copies of
specifications in English Units, must be submitted to BNSF for approval prior to commencement
of any construction. BNSF will give Agency final written approval of the plans and specifications
substantially in the form of Exhibit E, attached to this Agreement and made a part hereof. Upon
BNSF’s final written approval of the plans and specifications, said plans and specifications will
become part of this Agreement and are hereby incorporated herein. Any approval of the plans
and specifications by BNSF shall in no way obligate BNSF in any manner with respect to the
finished product design and/or construction. Any approval by BNSF shall mean only that the
plans and specifications meet the subjective standards of BNSF, and such approval by BNSF
shall not be deemed to mean that the plans and specifications or construction is structurally sound
and appropriate or that such plans and specifications meet applicable regulations, laws, statutes
or local ordinances and/or building codes.
2. Agency must make any required application and obtain all required permits and approvals
for the construction of the Project.
3. Agency must provide for and maintain minimum vertical and horizontal clearances, as
required in Exhibit C and as approved by BNSF as part of the plans and specifications for the
Project.
4. Agency must acquire all rights-of-way necessary for the construction of the Project.
5. Agency must make any and all arrangements, in compliance with BNSF’s Utility
Accommodation Manual (http://www.bnsf.com/communities/faqs/pdf/utility.pdf), for the
installation or relocation of wire lines, pipe lines and other facilities owned by private persons,
companies, corporations, political subdivisions or public utilities other than BNSF which may be
necessary for the construction of the Project..
6. Agency must construct the Project as shown on the attached Exhibit A and do all work
(“Agency’s Work”) provided for in the plans and specifications for the Project, except railroad work
that will be performed by BNSF hereunder. Agency must furnish all labor, materials, tools and
equipment for the performance of Agency’s Work. The principal elements of Agency’s Work are
as follows:
(a) Construction of the Structure;
(b) Demolition of the existing Lewis St Underpass a minimum of 6’ below existing ground
line;
(c) All necessary grading and paving, including backfill of excavations and restoration
of disturbed vegetation on BNSF’s right-of-way;
(d) Provide suitable drainage, both temporary and permanent;
(e) Installation of a gate in the fence along the boundary of BNSF's right of way in
order to provide BNSF with permanent access for maintenance purposes;
(f) Provide appropriate pedestrian control during construction;
(g) Installation and maintenance of an 8-ft. high fence and/or concrete combination (throw
fence) on the outside barrier of the Structure;
(h) Job site cleanup including removal of all construction materials, concrete debris,
surplus soil, refuse, contaminated soils, asphalt debris, litter and other waste
materials to the satisfaction of BNSF;
7. Agency must apply and maintain said D.O.T. Crossing number 977800L in a
conspicuous location on the Structure.
8. Agency’s Work must be performed by Agency or Agency's contractor in a manner that
will not endanger or interfere with the safe and timely operations of BNSF and its facilities.
9. For any future inspection or maintenance, either routine or otherwise, performed by
subcontractors on behalf of the Agency, Agency shall require the subcontractors to comply with
the provisions of the attached Exhibit C and execute the agreement attached hereto as Exhibit
C-1. Prior to performing any future maintenance with its own personnel, Agency shall: comply
with all of BNSF’s applicable safety rules and regulations; require any Agency employee
performing maintenance to complete the safety training program at the BNSF’s Internet Website
“www.BNSFContractor.com”; notify BNSF when, pursuant to the requirements of Exhibit C, a
flagger is required to be present; procure, and have approved by BNSF’s Risk Management
Department, Railroad Protective Liability insurance.
10. Agency must require its contractor(s) to notify BNSF's Roadmaster at least thirty (30)
calendar days prior to requesting a BNSF flagman in accordance with the requirements of Exhibit
C attached hereto. Additionally, Agency must require its contractor(s) to notify BNSF’s Manager
of Public Projects thirty (30) calendar days prior to commencing work on BNSF property or near
BNSF tracks.
11. Agency or its contractor(s) must submit four (4) copies of any plans (including two sets of
calculations in English Units) for proposed shoring, falsework or cribbing to be used over, under,
or adjacent to BNSF's tracks to BNSF's Manager of Public Projects for approval. The shoring,
falsework or cribbing used by Agency’s contractor shall comply with the BNSF Requirements for
construction of Grade Separation Projects set forth on Exhibit F and all applicable requirements
promulgated by state and federal agencies, departments, commissions and other legislative
bodies. If necessary, Agency must submit for approval two (2) copies of a professionally
engineered demolition plan, as set forth in Exhibit F, with applicable calculations to BNSF’s
Manager of Public Projects. The existing Lewis St Underpass will not be removed until BNSF
approves Agency’s demolition plan in writing.
12. Agency must include the following provisions in any contract with its contractor(s)
performing work on said Project:
(a) The Provider is placed on notice that fiber optic, communication and other cable lines
and systems (collectively, the “Lines”) owned by various telecommunications
companies may be buried on BNSF’s property or right-of-way. The locations of these
Lines have been included on the plans based on information from the
telecommunications companies. The Provider will be responsible for contacting
BNSF’s Engineering Representative – To Be Determined, BNSF’s Signal
Representative – Joseph Walton and the telecommunications companies and notifying
them of any work that may damage these Lines or facilities and/or interfere with their
service. The Provider must also mark all Lines shown on the plans or marked in the
field in order to verify their locations. The Provider must also use all reasonable
methods when working in the BNSF right-of-way or on BNSF property to determine if
any other Lines (fiber optic, cable, communication or otherwise) may exist.
(b) The Provider will be responsible for the rearrangement of any facilities or Lines
determined to interfere with the construction. The Provider must cooperate fully with
any telecommunications company(ies) in performing such rearrangements.
(c) Failure to mark or identify these Lines will be sufficient cause for BNSF’s engineering
representative (To Be Determined) to stop construction at no cost to the Agency or
BNSF until these items are completed.
(d) In addition to the liability terms contained elsewhere in this Agreement, the Provider
hereby indemnifies, defends and holds harmless BNSF for, from and against all cost,
liability, and expense whatsoever (including, without limitation, attorney’s fees and
court costs and expenses) arising out of or in any way contributed to by any act or
omission of Provider, its subcontractors, agents and/or employees that cause or in any
way or degree contribute to (1) any damage to or destruction of any Lines by Provider,
and/or its subcontractors, agents and/or employees, on BNSF’s property or within
BNSF’s right-of-way, (2) any injury to or death of any person employed by or on behalf
of any telecommunications company, and/or its contractor, agents and/or employees,
on BNSF’s property or within BNSF’s right-of-way, and/or (3) any claim or cause of
action for alleged loss of profits or revenue by, or loss of service by a customer or user
of such telecommunication company(ies). THE LIABILITY ASSUMED BY PROVIDER
WILL APPLY ONLY TO THE EXTENT OF THE NEGLIGENCE OF PROVIDER, ITS
AGENTS OR EMPLOYEES, AND WILL NOT BE AFFECTED BY THE FACT, IF IT
IS A FACT, THAT THE DAMAGE, DESTRUCTION, INJURY, DEATH, CAUSE OF
ACTION OR CLAIM WAS OCCASIONED BY OR CONTRIBUTED TO BY THE
NEGLIGENCE OF BNSF, ITS AGENTS, SERVANTS, EMPLOYEES OR
OTHERWISE, EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE
PROXIMATELY CAUSED BY THE INTENTIONAL MISCONDUCT OR SOLE
NEGLIGENCE OF BNSF.
It is mutually negotiated between the parties that the indemnification obligation shall
include all claims brought by Provider’s employees against BNSF, its agents,
servants, employees or otherwise, and Provider expressly waives its immunity
under the industrial insurance act (RCW Title 51) and assumes potential liability
for all actions brought by its employees.
13. Agency must require compliance with the obligations set forth in this agreement, including
Exhibit C and Exhibit C-1, and incorporate in each prime contract for construction of the Project,
or the specifications therefor (i) the provisions set forth in Article III and IV; and (ii) the provisions
set forth in Exhibit C, Exhibit C-1, and Exhibit F attached hereto and by reference made a part
hereof.
14. Except as otherwise provided below in this Section 13, all construction work performed
hereunder by Agency for the Project will be pursuant to a contract or contracts to be let by Agency,
and all such contracts must include the following:
(c) All work performed under such contract or contracts within the limits of BNSF's right-
of-way must be performed in a good and workmanlike manner in accordance with
plans and specifications approved by BNSF;
(d) Changes or modifications during construction that affect safety or BNSF operations
must be subject to BNSF's approval;
(e) No work will be commenced within BNSF's right-of-way until each of the prime
contractors employed in connection with said work must have (i) executed and
delivered to BNSF an agreement in the form of Exhibit C-1, and (ii) delivered to and
secured BNSF's approval of the required insurance; and
(f) To facilitate scheduling for the Project, Agency shall have its contractor give BNSF’s
representative four (4) weeks advance notice of the proposed times and dates for
work windows. BNSF and Agency’s contractor will establish mutually agreeable work
windows for the Project. BNSF has the right at any time to revise or change the work
windows, due to train operations or service obligations. BNSF will not be responsible
for any additional costs and expenses resulting from a change in work windows.
Additional costs and expenses resulting from a change in work windows shall be
accounted for in the contractor’s expenses for the Project.
(g) The plans and specifications for the Project must be in compliance with the BNSF
Requirements for construction of Grade Separation Projects set forth on Exhibit F,
attached to this Agreement and incorporated herein.
15. Agency must advise the appropriate BNSF Manager of Public Projects, in writing, of the
completion date of the Project within thirty (30) days after such completion date. Additionally,
Agency must notify BNSF's Manager of Public Projects, in writing, of the date on which Agency
and/or its Contractor will meet with BNSF for the purpose of making final inspection of the Project.
16. TO THE FULLEST EXTENT PERMITTED BY THE LAWS OF THE STATE OF
WASHINGTON, AGENCY HEREBY RELEASES, INDEMNIFIES, DEFENDS AND HOLDS
HARMLESS BNSF, ITS AFFILIATED COMPANIES, PARTNERS, SUCCESSORS, ASSIGNS,
LEGAL REPRESENTATIVES, OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES
AND AGENTS FOR, FROM AND AGAINST ANY AND ALL CLAIMS, LIABILITIES, FINES,
PENALTIES, COSTS, DAMAGES, LOSSES, LIENS, CAUSES OF ACTION, SUITS,
DEMANDS, JUDGMENTS AND EXPENSES (INCLUDING, WITHOUT LIMITATION, COURT
COSTS AND ATTORNEYS’ FEES) OF ANY NATURE, KIND OR DESCRIPTION OF ANY
PERSON (INCLUDING, WITHOUT LIMITATION, THE EMPLOYEES OF THE PARTIES
HERETO) OR ENTITY DIRECTLY OR INDIRECTLY ARISING OUT OF, RESULTING FROM
OR RELATED TO (IN WHOLE OR IN PART) (I) THE USE, OCCUPANCY OR PRESENCE OF
AGENCY, ITS CONTRACTORS, SUBCONTRACTORS, EMPLOYEES OR AGENTS IN, ON,
OR ABOUT THE CONSTRUCTION SITE, (II) THE PERFORMANCE, OR FAILURE TO
PERFORM BY THE AGENCY, ITS CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, OR
AGENTS, ITS WORK OR ANY OBLIGATION UNDER THIS AGREEMENT, (III) THE SOLE OR
CONTRIBUTING ACTS OR OMISSIONS OF AGENCY, ITS CONTRACTORS,
SUBCONTRACTORS, EMPLOYEES, OR AGENTS IN, ON, OR ABOUT THE CONSTRUCTION
SITE, (IV) AGENCY’S BREACH OF THE TEMPORARY CONSTRUCTION LICENSE OR
EASEMENT GRANTED TO AGENCY PURSUANT TO ARTICLE II OF THIS AGREEMENT, (V)
ANY RIGHTS OR INTERESTS GRANTED TO AGENCY PURSUANT TO THE TEMPORARY
CONSTRUCTION LICENSE OR EASEMENT DISCUSSED IN ARTICLE II OF THIS
AGREEMENT, (VI) AGENCY’S OCCUPATION AND USE OF BNSF’S PROPERTY OR RIGHT-
OF-WAY, INCLUDING, WITHOUT LIMITATION, SUBSEQUENT MAINTENANCE OF THE
STRUCTURE BY AGENCY, OR (VII) AN ACT OR OMISSION OF AGENCY OR ITS OFFICERS,
AGENTS, INVITEES, EMPLOYEES OR CONTRACTORS OR ANYONE DIRECTLY OR
INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE THEY CONTROL OR EXERCISE
CONTROL OVER. THE LIABILITY ASSUMED BY AGENCY WILL APPLY ONLY TO THE
EXTENT OF THE NEGLIGENCE OF AGENCY, ITS AGENTS OR EMPLOYEES, AND THIS
WILL NOT BE AFFECTED BY THE FACT, IF IT IS A FACT, THAT THE DAMAGE,
DESTRUCTION, INJURY OR DEATH WAS OCCASIONED BY OR CONTRIBUTED TO BY THE
NEGLIGENCE OF BNSF, ITS AGENTS, SERVANTS, EMPLOYEES OR OTHERWISE,
EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE PROXIMATELY CAUSED BY THE
INTENTIONAL MISCONDUCT OR SOLE NEGLIGENCE OF BNSF.
It is mutually negotiated between the parties that the indemnification obligation shall
include all claims brought by Agency’s employees against BNSF, its agents, servants,
employees or otherwise, and Agency expressly waives its immunity under the industrial
insurance act (RCW Title 51) and assumes potential liability for all actions brought by its
employees.
17. Agency must give BNSF’s Manager of Public Projects written notice to proceed
(“Notice to Proceed”) with the railroad work after receipt of necessary funds for the
Project. BNSF will not begin the railroad work (including, without limitation, procurement
of supplies, equipment or materials) until written notice to proceed is received from
Agency.
ARTICLE IV) JOINT OBLIGATIONS
IN CONSIDERATION of the premises, the parties hereto mutually agree to the following:
1. All work contemplated in this Agreement must be performed in a good and workmanlike
manner and each portion must be promptly commenced by the party obligated hereunder to
perform the same and thereafter diligently prosecuted to conclusion in its logical order and
sequence. Furthermore, any changes or modifications during construction which affect BNSF will
be subject to BNSF's written approval prior to the commencement of any such changes or
modifications from the BNSF Engineering Contact.
2. The work hereunder must be done in accordance with the BNSF Requirements for
construction of Grade Separation Projects set forth on Exhibit F and the detailed plans and
specifications approved by BNSF.
3. Agency must require its contractor(s) to reasonably adhere to the Project's construction
schedule for all Project work. The parties hereto mutually agree that BNSF's failure to complete
the railroad work in accordance with the construction schedule due to inclement weather or
unforeseen railroad emergencies will not constitute a breach of this Agreement by BNSF and will
not subject BNSF to any liability. Regardless of the requirements of the construction schedule,
BNSF reserves the right to reallocate the labor forces assigned to complete the railroad work in
the event of an emergency to provide for the immediate restoration of railroad operations of either
BNSF or its related railroads, or to protect persons or property on or near any BNSF owned
property. BNSF will not be liable for any additional costs or expenses resulting from any such
reallocation of its labor forces. The parties mutually agree that any reallocation of labor forces by
BNSF pursuant to this provision and any direct or indirect consequences or costs resulting from
any such reallocation will not constitute a breach of this Agreement by BNSF.
4. BNSF will have the right to stop construction work on the Project if any of the following
events take place: (i) Agency (or any of its contractors) performs the Project work in a manner
contrary to the plans and specifications approved by BNSF; (ii) Agency (or any of its contractors),
in BNSF’s opinion, prosecutes the Project work in a manner that is hazardous to BNSF property,
facilities or the safe and expeditious movement of railroad traffic; (iii) the insurance described in
the attached Exhibit C-1 is canceled during the course of the Project; or (iv) Agency fails to pay
BNSF for the Temporary Construction License or the Easement pursuant to Article II, Section 1
of this Agreement. The work stoppage will continue until all necessary actions are taken by
Agency or its contractor to rectify the situation to the satisfaction of BNSF’s Division Engineer or
until proof of additional insurance has been delivered to and accepted by BNSF. In the event of
a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii) the Easement,
BNSF may immediately terminate the Temporary Construction License or the Easement. Any
such work stoppage under this provision will not give rise to any liability on the part of BNSF.
BNSF’s right to stop the work is in addition to any other rights BNSF may have including, but not
limited to, actions or suits for damages or lost profits. In the event that BNSF desires to stop
construction work on the Project, BNSF agrees to immediately notify the following individual in
writing:
5. Agency must supervise and inspect the operations of all Agency contractors to ensure
compliance with the plans and specifications approved by BNSF, the terms of this Agreement and
all safety requirements of BNSF . If BNSF determines that proper supervision and inspection are
not being performed by Agency personnel at any time during construction of the Project, BNSF
has the right to stop construction (within or adjacent to its operating right-of-way). Construction
of the Project will not proceed until Agency corrects the situation to BNSF’s reasonable
satisfaction. If BNSF feels the situation is not being corrected in an expeditious manner, BNSF
will immediately notify for appropriate corrective action.
6. Intentionally left blank.
7. Pursuant to this section and Article II, Section 6 herein, Agency must reimburse BNSF in
full for the actual costs of all work performed by BNSF under this Agreement (including taxes,
such as applicable sales and use taxes, business and occupation taxes, and similar taxes).
8. All expenses detailed in statements sent to Agency pursuant to Article II, Section 6 herein
will comply with the terms and provisions of the Title 23 U.S. Code, Title 23 Code of Federal
Regulations, and the Federal-Aid Policy Guide, U.S. Department of Transportation, as amended
from time to time, which manual is hereby incorporated into and made a part of this Agreement
by reference. The parties mutually agree that BNSF's preliminary engineering, design, and
contract preparation costs described in Article II, Section 2 herein are part of the costs of the
Project even though such work may have preceded the date of this Agreement.
9. The parties mutually agree that neither construction activities for the Project, nor future
maintenance of the Structure once completed, will be permitted during the fourth quarter of each
calendar year, unless authorized in writing by BNSF. Emergency work will be permitted only upon
prior notification to BNSF's Network Operations Center (telephone number: 800 832-5452). The
parties hereto mutually understand and agree that trains cannot be subjected to delay during this
time period.
10. Subject to the restrictions imposed by Article IV, Section 9 above, the construction of the
Project will not commence until Agency gives BNSF's Manager of Public Projects thirty (30) days
prior written notice of such commencement. The commencement notice will reference D.O.T.
Crossing No. 977800L and must state the time that construction activities will begin.
11. In addition to the terms and conditions set forth elsewhere in this Agreement, including,
but not limited to, the terms and conditions stated in Exhibit F, BNSF and Agency agree to the
following terms upon completion of construction of the Project:
(a) Agency will own and maintain, at its sole cost and expense, the Structure, the
highway approaches, and appurtenances thereto, lighting, drainage and any
access roadways to BNSF gates installed pursuant to this Agreement. BNSF may,
at its option, perform maintenance on the Structure in order to avoid conflicts with
train operations. BNSF will notify Agency prior to performing any such
maintenance on the Structure. In the event such maintenance involves emergency
repairs, BNSF will notify Agency at its earliest opportunity. Agency must fully
reimburse BNSF for the costs of maintenance performed by BNSF pursuant to this
subsection (b) Agency and BNSF shall perform the necessary work to obtain the
demolition and permanent closure of Lewis St Underpass. Such closure shall be
completed by the 400th working day of the construction contract. If the closure and
demolition of the Lewis St Underpass is not completed within 6 months of overpass
substantial completion, BNSF may complete the demolition and permanent closure
at Agency expense.
(b) Agency must, at Agency’s sole cost and expense, keep the Structure painted and
free from graffiti.
(c) Agency must provide BNSF with any and all necessary permits and maintain
roadway traffic controls, at no cost to BNSF, whenever requested by BNSF to allow
BNSF to inspect the Structure or to make emergency repairs thereto.
(d) It is expressly understood by Agency and BNSF that any right to install utilities will
be governed by a separate permit or license agreement between the parties
hereto.
(e) Agency must keep the Structure and surrounding areas clean and free from birds,
pigeons, scavengers, vermin, creatures and other animals.
(f) If Agency (including its contractors and agents) or BNSF, on behalf of Agency,
performs (i) alterations or modifications to the Structure, or (ii) any maintenance or
other work on the Structure with heavy tools, equipment or machinery at ground
surface level horizontally within 25’-0” of the centerline of the nearest track, or (iii)
any maintenance or other work outside the limits of the deck of the Structure
vertically above the top of the rail, then Agency or its contractors and/or agents
must procure and maintain the following insurance coverage, which may be
changed from time to time:
Railroad Protective Liability insurance naming only BNSF as the Insured with
coverage of at least $5,000,000 per occurrence and $10,000,000 in the
aggregate. The policy shall be issued on a standard ISO form CG 00 35 12 04
and include the following:
• Endorsed to include the Pollution Exclusion Amendment
• Endorsed to include the Limited Seepage and Pollution Endorsement.
• Endorsed to remove any exclusion for punitive damages.
• Endorsed to include Evacuation Expense Coverage Endorsement.
• No other endorsements restricting coverage may be added.
• The original policy must be provided to BNSF prior to performing any work
or services under this Agreement
• Definition of “Physical Damage to Property” shall be endorsed to read:
“means direct and accidental loss of or damage to all property owned by
any named insured and all property in any named insured’ care, custody,
and control arising out of the acts or omissions of the contractor named on
the Declarations.
As used in this paragraph, “BNSF” means “Burlington Northern Santa Fe,
LLC”, “BNSF RAILWAY COMPANY” and the subsidiaries, successors, assigns
and affiliates of each.
In lieu of providing a Railroad Protective Liability Policy, Agency may
participate in BNSF’s Blanket Railroad Protective Liability Insurance Policy if
available to Agency or its contractors. The limits of coverage are the same as
above.
12. Agency hereby grants to BNSF, at no cost or expense to BNSF, a permanent right of
access from Agency property to BNSF tracks for maintenance purposes.
13. Agency must provide one set of as built plans (prepared in English Units) to BNSF, as
well as one set of computer diskettes containing as built CAD drawings of the Structure and
identifying the software used for the CAD drawings. The "as built plans" must comply with the
BNSF Requirements for construction of Grade Separation Projects set forth on Exhibit F and
depict all information in BNSF engineering stationing and mile post pluses. The "as built plans"
must also include plan and profile, structural bridge drawings and specifications, and drainage
plans. All improvements and facilities must be shown.
14. Subject to the restrictions imposed by Article IV, Section 9 above and in accordance with
the requirements of Article II, Section 9 above, Agency must notify and obtain prior authorization
from BNSF's Manager of Public Projects before entering BNSF's right-of-way for INSPECTION
OR MAINTENANCE purposes, and the BNSF Manager of Public Projects will determine if
flagging is required. If the construction work hereunder is contracted, Agency must require its
prime contractor(s) to comply with the obligations set forth in Exhibit C and Exhibit C-1, as the
same may be revised from time to time. Agency will be responsible for its contractor(s)
compliance with such obligations.
15. In the event that BNSF shall deem it necessary or desirable in the future, in the
performance of its duty as a common carrier, to raise or lower the grade or change the alignment
of its tracks or to lay additional track or tracks or to build other facilities in connection with the
operation of its railroad, BNSF shall, at its expense, have full right to make such changes or
additions, provided such changes or additions do not change or alter the Structure herein
proposed to be constructed and provided further, however, that should it become necessary or
desirable in the future to change, alter, widen or reconstruct the Structure to accommodate
railroad projects, the cost of such work, including any cost incidental to alteration of railroad or
highway facilities made necessary by the alteration of the Structure shall be the sole responsibility
of BNSF.
16. Agency may, at Agency’s sole expense, alter or reconstruct the highway components of
the Structure if necessary or desirable, due to traffic conditions or pedestrian or other recreational
traffic, provided, however, that any such alteration or reconstruction must receive BNSF’s prior
written approval as evidenced by either a supplement to this Agreement, or execution of a new
agreement that provides for the termination of this Agreement. Furthermore, any alteration or
reconstruction of the highway components of the Structure will be covered by a Commission
Order.
17. Any books, papers, records and accounts of the parties hereto relating to the work
hereunder or the costs or expenses for labor and material connected with the construction will at
all reasonable times be open to inspection and audit by the agents and authorized representatives
of the parties hereto, as well as the State of Washington and the Federal Highway Administration,
for a period of one (1) year from the date of the final BNSF invoice under this Agreement.
18. The covenants and provisions of this Agreement are binding upon and inure to the benefit
of the successors and assigns of the parties hereto. Notwithstanding the preceding sentence,
neither party hereto may assign any of its rights or obligations hereunder without the prior
written consent of the other party.
19. In the event construction of the Project does not commence within 24 months of the
Effective Date, this Agreement will become null and void.
20. Neither termination nor expiration of this Agreement will release either party from any
liability or obligation under this Agreement, whether of indemnity or otherwise, resulting from any
acts, omissions or events happening prior to the date of termination or expiration.
21. To the maximum extent possible, each provision of this Agreement will be interpreted in
such a manner as to be effective and valid under applicable law. If any provision of this Agreement
is prohibited by, or held to be invalid under, applicable law, such provision will be ineffective solely
to the extent of such prohibition or invalidity and the remainder of the provision will be enforceable.
22. This Agreement (including exhibits and other documents, manuals, etc. incorporated
herein) is the full and complete agreement between BNSF and Agency with respect to the subject
matter herein and supersedes any and all other prior agreements between the parties hereto.
23. Any notice provided for herein or concerning this Agreement must be in writing and will be
deemed sufficiently given when sent by certified mail, return receipt requested, to the parties at
the following addresses:
BNSF Railway Company: BNSF's Manager of Public Projects
2454 Occidental Ave S, Suite 1A
Seattle, WA 98134
Agency:
City of Pasco CIP Manager
525 N. 3rd Avenue
Pasco, WA 99301
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
and attested by its duly qualified and authorized officials as of the day and year first above written.
BNSF RAILWAY COMPANY
By:
Printed Name:
Title:
AGENCY
CITY OF PASCO _______________
By:
Printed Name:
Title: _____________________
Exhibit A
[Insert drawing of the Project and/or Structure]
44 5
6
7
8
9
10
11 12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27 28 29
30
31
32
33
34
35
36
37
10410515
16
17
18
19
14
13
12
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
CITY OF PASCO, WASHINGTON
SCALE: NONE
COVER SHEETLEWIS ST.COVER
GENERAL NOTES:
LEWIS ST.
CLARK ST.
COLUMBIA ST.
3
RD AVE.
2
ND AVE.
1
ST AVE.OREGON AVE.N. MAI
N AVE.TACOMA AVE.
OF NO.BYAPR.DATE(509) 545-3444REVISIONCITY OF PASCODESCRIPTIONPUBLIC WORKS - ENGINEERINGCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSLEWIS ST. OVERPASS
OTHER J-U-B COMPANIES
GROUP
LANGDON
THE
INC.
MAPPING
GATEWAY
www.jub.comw 509 736 0790 f 509 783 2144 p
2810 West Clearwater Avenue, Suite 201, Kennewick, WA 99336
J-U-B ENGINEERS, INC.
AT EDOCS.JUB.COM.
SUBJECT TO THE PROVISIONS OF J-U-B's "ELECTRONIC DOCUMENT/DATA LIMITED LICENSE" FOUND
IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT, THE ELECTRONIC DOCUMENTS ARE
UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS, OR ANY PART THEREOF.
ANY DAMAGES OR CLAIMS ARISING OUT OF, OR RELATED IN ANY WAY TO, THE USER'S
RELEASES AND SHALL DEFEND, INDEMNIFY AND HOLD J-U-B AND ITS AGENTS HARMLESS FROM
SUCH DAMAGE OR CLAIM IS BASED IN CONTRACT, TORT OR OTHERWISE. THE USER HEREBY
THE UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS , OR ANY PART THEREOF, WHETHER
J-U-B AND ITS AGENTS SHALL NOT BE LIABLE FOR ANY DAMAGES OR CLAIMS ARISING OUT OF
SUCH IN THE DOCUMENTS), OR PROPERTY BOUNDARY LAYOUTS.
GRADING OR EARTHWORK, SURVEY STAKING LAYOUT (UNLESS SPECIFICALLY IDENTIFIED AS
INTENDED PROJECT. THE DOCUMENTS ARE NOT INTENDED FOR USE IN CREATING DTM FOR
OR ANY PART THEREOF, FOR ANY USE OTHER THAN AS DESIGNATED HEREIN FOR THE
THEREOF, TO OTHERS WITHOUT THE WRITTEN CONSENT OF J-U-B, OR (II) USE THE DOCUMENTS,
OF J-U-B TO THE USER. THE USER SHALL NOT (I) DISSEMINATE THE DOCUMENTS, OR ANY PART
THE USE OF THE DOCUMENTS CREATES NO DUTY IN CONTRACT, TORT, EQUITY OR OTHERWISE
CONDITIONS IN THIS NOTICE AND DISCLAIMER.
("J-U-B") AND BY USING THE DOCUMENTS YOU AGREE TO BE BOUND BY THE TERMS AND
THE PLANS AND/OR SPECIFICATIONS (DOCUMENTS) ARE THE PROPERTY OF J-U-B ENGINEERS, INC.
NOTICE AND DISCLAIMER
PROJECT LOCATION
PROJECT NO. 30-18-020
N
AND THE C.O.P.
AND APWA, THE MOST CURRENT VERSION OF THE MUTCD ADOPTED BY WSDOT
AMENDMENTS TO THESE SPECIFICATIONS AS PREPARED/ADOPTED BY WSDOT
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE MOST CURRENT
IN ACCORDANCE WITH THE 2020 STANDARD SPECIFICATIONS AND STANDARD PLANS
3. ALL CONSTRUCTION AND MATERIAL, UNLESS OTHERWISE SPECIFIED, SHALL BE
CENTER, CONTACT THAT UTILITY TO ARRANGE THE FIELD LOCATE.
IF THE UTILITY IS NOT A SUBSCRIBER TO THE UNDERGROUND UTILITY LOCATION
IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED.
UTILITIES. DO NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES
UTILITY LOCATIONS 48 HOURS BEFORE CONSTRUCTION IN THE VICINITY OF KNOWN
2. CALL THE UNDERGROUND UTILITIES LOCATION CENTER 1-800-424-5555 FOR FIELD
WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON
TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN,
NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS
1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN
APPROVALS BY:
DATE:
DATE:
PUBLIC WORKS DIRECTOR
STEVE WORLEY
CITY ENGINEER
DAN FORD
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCH
FILE :
LAST UPDATED: \\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_COP_COVER.dgnmwilkinson11/12/201911:11:36 AM11/12/2019
JUB PROJ. # : 30-18-020
DRAWN BY: MMW
DESIGN BY: BEH
CHECKED BY: RHDS. MAI
N AVE.BNSF RAI
LWAY30-18-020_PS_COP_COVER.dgn
FED AID #:STPUS-HLP-3530(006)
OCTOBER 2019
AD-READY SUBMITTAL
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSRHD
BEH
MMW
30-18-020
L-1 LEGENDKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_Legend.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_Legend.dgnmwilkinson11/12/201911:11:39 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
ABOVE GROUND POWER
BURIED TELEPHONE CABLE
BURIED POWER
STORM SEWER
SEW WALL
CHAIN LINK FENCE
PROPOSEDEXISTING
LEGEND
AB
ABABANDONED SEWER MAIN
WATER MAIN
SEWER MAIN
EASEMENT LINE
RIGHT OF WAY
EDGE OF PAVEMENT
CONC CURB AND GUTTER
SIDEWALK
CONTOUR LINES 380380
PLASTIC CROSSWALK LINES
PLASTIC LANE LINE (WHITE)
PLASTIC EDGE LINE (YELLOW)
PLASTIC WIDE LANE LINE (WHITE)
(YELLOW)
PLASTIC DOUBLE CENTER LINE
PLASTIC STOP LINE
PLASTIC WIDE DOTTED LANE LINE
REMOVING CEMENT CONC. PAVEMENT
REMOVING CEMENT CONC. SIDEWALK
REMOVING ASPHALT CONC. PAVEMENT
C
P
TR
P
SS
BURIED CABLE BOX
POWER POLE
TELEPHONE RISER
UTILITY VAULT
WATER METER
SANITARY SEWER MANHOLE
G
W
IRR
W
IRRIGATION VALVE
STORM SEWER MANHOLE
GAS TANK
ATCH BASINC
IRRIGATION CONTROLER
FIRE HYDRANT
TRAFFIC SIGNAL
UNDERGROUND POWER VAULT
SS
JUNCTION BOX
TTRANSFORMER CABINET
ELECTRICAL SERVICE CABINET
CONTROLLER CABINET
PROPOSEDEXISTING
LEGEND
#
#
PLASTIC TRAFFIC ARROW TYPE 3SR
PLASTIC TRAFFIC ARROW TYPE 2SL
PLASTIC TRAFFIC ARROW TYPE 2SR
PLASTIC TRAFFIC ARROW TYPE 1S
SIGN INSTALLATION NOTE
X
(DRX-XX)
DRAINAGE STRUCTURE NOTE
W
WWATER VALVE
UNDERGROUND WATER VAULT
WATER LINE REDUCER
WATER LINE THRUST BLOCK
WATER LINE CAP
ASPHALT
CONCRETE
BRIDGE
NOTE (QTRDX-XX)
QUANTITY TABULATION
P
AB
ABANDONED WATER MAIN
ABANDONED STORM SEWER
HIGH VISIBILITY SILT FENCE
ABBREVIATIONS
ABBREVIATIONS
APPROX.
BFV
CDF
COP
DI
DIA. OR Ø OR DIAM.
D.I.P.
EL OF ELEV
EX. OR EXIST.
FCA
INV
MIN
FG
FH
FL OR FLG
GV
LF
MH
PVC
RED
SSMH
STL
THK
W/L
MJ
RJ
STD OR STND
WT
W/
ELEVATION
TERM
APPROXIMATELY
BUTTERFLY VALVE
CONTROLLED DENSITY FILL
CITY OF PASCO
DUCTILE IRON
DIAMETER
DUCTILE IRON PIPE
EXISTING
FLANGE COUPLING ADAPTER
FINISHED GRADE
FIRE HYDRANT
FLANGE
GATE VALVE
INVERT
LINEAL FEET
MANHOLE
MINIMUM
MECHANICAL JOINT
POLYVINYL-CHLORIDE
REDUCER
RESTRAINED JOINT(S)
SANITARY SEWER MANHOLE
STANDARD
STEEL
THICK
WATER MAIN (POTABLE)
WEIGHT
WITH
DRAWINGDWG
RESTRAINED FLANGE COUPLING ADAPTERRFCA
REQMTS REQUIREMENTS
PEDESTRIAN GUARDRAIL
PLASTIC BICYCLE SYMBOL
CF CUBIC FEET
I.E.INVERT ELEVATION
SF SQUARE FEET
SPECIFICATIONSPEC.
SHT SHEET
W.S.E.WATER SURFACE ELEVATION
IRRIRRIGATION BOX
CLR CLEAR
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSROADWAY TYPICAL SECTIONSRS-3
MMW
30-18-020
TYPICAL SECTION - LEWIS STREET OVERPASS BRIDGE
1'1'1'
-2%-2%
`
SIDEWALK
8'
BIKE
6'
LANE
11'
LANE
11'
BIKE
6'
SIDEWALK
10'
BEH
RHD Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_RS.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_RS.dgnmwilkinson11/12/201911:11:41 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
1'
1'1'1'
`
SIDEWALK
8'
BIKE
6'
LANE
11'
LANE
11'
BIKE
6'
SIDEWALK
10'
1'
TYPICAL SECTION - 1ST AVE. BRIDGE
SEE BRIDGE PLANS (BG SERIES)
L 19+01.53 TO L 24+63.24
SEE BRIDGE PLANS (BG SERIES)
L 14+38.01 TO L 15+07.01
-2%-2%
PIVOT POINT
PIVOT POINT
PROFILE GRADE LINE
PROFILE GRADE LINE
DECORATIVE FENCE DECORATIVE FENCE
1'1'
`
BIKE
5'
LANE
11'
LANE
11'
BIKE
5'
SIDEWALK
10'
1'
-2%-2%
PIVOT POINT
PROFILE GRADE LINE
LANE
11'
REMOVED
BARRIER
FUTURE 3-LANE BRIDGE SECTION
FOR INFORMATIONAL PURPOSES ONLY
1ST AVE BRIDGE AND RAILROAD OVERPASS
1'
1'
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
STM
WSS
PW
W
I
RRI
RRW10" CON
C(N):362.04RIM: 375.29SDM
H 10326" CONC(SW
): 365.108" CONC(E): 364.20RIM: 366.75SDM
H 11058" CON
C(S): 367.778" CONC(E): 367.72RIM: 376.82SSM
H 104810" CONC(SE): 354.596" CONC(S): 359.348" CON
C(W
): 357.69RIM: 360.99SD
M
H 110610" PVC(
DN
): 373.428" CONC(W
): 368.376" M
ETAL(NE): 368.92RIM: 379.27SDM
H 10498" CONC(S):361.138" CONC(W
):361.148" CONC(
N
):361.14RIM: 377.79SSM
H 1070P
P PRIM: 376.83SDM
H 1029RIM: 360.80SD
M
H3DRYW
ELLRIM: 360.69CB 1108D
RY
W
ELLRIM: 360.69CB 1107PG8" CONC(S):361.138" CONC(W
):361.148" CONC(
N
):361.14RIM: 377.79SSM
H 1070SSAB AB
ABABABABABAB AB AB AB
AB
AB AB
AB AB ABABABABABABABAB
ABABAB AB AB AB AB
AB AB AB AB AB
ABAB
AB AB AB AB AB AB AB AB AB AB AB
AB AB
ABA
B
AB AB AB AB AB AB
AB AB AB AB ABABABABABABAB20 21 22151617
1817 18 19 20 21 22
17 18 19
BNSF RAILWAY
LEWIS ST.
N70°09'11"E
MAIN 1MAIN 2MAIN 3L-LINE
EL-LINE
(EXISTING) LEWIS STREET
N70°09'11"E
T PI 16+30.18
L PI 19+38.88 =
FRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSSP-3
30-18-020
BEGIN CONSTRUCTION
T P.O.T. 14+25.00
TACOMA AVE. 18+25.00
MATCH LINE SEE SHEET SP-6
MMW
SCALE IN FEET
0 20 40N
NOTES:
1. SEE SHEET SP-1 FOR LEGEND AND GENERAL NOTES.
16
17
11
10
22
261011
21
PREPARATION
CEMENT CONCRETE PAVEMENT
APPROACH RETAINING WALLS AND
FOR DETAILS ON REMOVING UNDERPASS
SEE UNDERPASS PREPARATION PLANS
2
PREPARATION PLANS
SEE UNDERPASS
15
3
25 19241489
13
5 4 18
7 6
23
20
1
29
BEH
RHD SITE PREPARATION PLANKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_SP.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_SP.dgnmwilkinson11/12/201911:12:08 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
BRIDGE TACOMA AVENUE."
SEE SPECIAL PROVISION "REMOVING EXISTING
REMOVE TACOMA AVE AND PEDESTRIAN BRIDGES
27
28
LINES OWNED/OPERATED BY B.N.S.F.)
OH POWER (MAY BE COMMUNICATION
FIELD SURVEY SHOWS AS
DRAIN LINE
ABANDON STORM
PER COP
TO LIFT STATION
BURIED POWER
PER COP
PIPE TERMINATES
NOT KNOWN WHERE
PER COP
LEAD JOINT
NOT IN CASING
BRIDGE LEWIS STREET UNDERPASS."
"REMOVING PORTION OF EXISTING
SEE SPECIAL PROVISIONLEWIS ST. 16+75.00MATCH LINE SEE SHEET SP-2EXISTING LEWIS ST. 16+59.00MATCH LINE SEE SHEET SP-2(EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET SP-4LEWIS ST. 22+20.00MATCH LINE SEE SHEET SP-4S19°55"09"ETACOMA AVE.T-LINET PI 17+60.18
L2 PI 12+25.79 =
EL PI 19+25.79 =
L2-LINE
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
IRR
W
IRR
W
IRR
IRR
W
W
IRR
IRRSS
TO
P OF PI
PE: 375.92RIM: 378.12W
M
H 17388" CONC(E): 372.158" CONC(S): 372.058" CONC(
N
): 372.23RIM: 378.45SSM
H 1069PPPD
RY
W
ELLRIM: 368.60SDCB DRYW
ELLRIM: 368.60SD
CB RIM: 368.04SD
M
HABAB
AB AB
ABABABABABABABABABABAB
AB AB AB AB AB AB ABABABABAB
AB AB AB AB AB AB
AB
23 24 25 26 27
23 24 25
26
27BNSF RAILWAY
LEWIS ST.
L-LINE
YARD TRACK 1YARD TRACK 2YARD TRACK 3EL-LINE
(EXISTING) LEWIS STREET
N70°09'11"E
FRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSSP-4
MMW
30-18-020
CLARK STREET
SCALE IN FEET
0 20 40N
LEWIS ST. 27+80.00MATCH LINE SEE SHEET SP-5NOTES:
1. SEE SHEET SP-1 FOR LEGEND AND GENERAL NOTES.
12
PREPARATION
CEMENT CONCRETE PAVEMENT
APPROACH RETAINING WALLS AND
FOR DETAILS ON REMOVING UNDERPASS
SEE UNDERPASS PREPARATION PLANS
2 7 4
PREPARATION PLANS
SEE UNDERPASS
17
9
10 5
16
13
18
15
14
6
11
3
1
HYDRANT
PROTECT FIRE
RETAIN AND
8
21
BEH
RHD(EXISTING) LEWIS ST. 27+40.00MATCH LINE SEE SHEET SP-5MATCH LINE SEE SHEET SP-5SITE PREPARATION PLANKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_SP.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_SP.dgnmwilkinson11/12/201911:12:10 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
PER COP
LEAD JOINT
NOT IN CASING
VAULT PER COP
8" WATER METER
WATER MAIN
8" RAILROAD BRIDGE LEWIS STREE UNDREPASS."
"REMOVING PORTION OF EXISTING
SEE SPECIAL PROVISION(EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET SP-3LEWIS ST. 22+20.00MATCH LINE SEE SHEET SP-3SSSS21" CON
C(E) 370.9221" CON
C(N): 370.92RIM: 378.12SSM
H 1800
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
PSTM
WSS
PW
W
WPIRRIRR
W LO
CK
ED
P
P
PP PPPPPSSSS112037037
PARCEL #
112037028
PARCEL #
112037019
PARCEL #
112036207
PARCEL #112036207
PARCEL #
112036207
PARCEL #
112036207
PARCEL #
112036207
PARCEL #
112036207
PARCEL #
112036207
PARCEL #
112036207
PARCEL #
112036207
PARCEL #
112036207
PARCEL #
112036207
PARCEL #
112036207
PARCEL #PPPW
GABABAB AB AB
ABABABABABABAB AB AB AB AB
AB
AB AB AB AB
AB AB ABABABABABAB
AB
AB
ABABABAB
ABABAB AB AB AB AB
AB AB AB AB AB AB AB AB AB AB
AB AB AB
ABAB
AB AB AB AB AB AB AB AB AB AB AB
AB AB
ABAB
AB AB AB AB AB AB
AB AB AB AB ABABABABABABABAB AB AB AB AB AB
16 17 18 19
20 21 22 23 241314151617
1816 17 18 19 20 21 22 23 24
16 17 18 19
W
W 19202121 PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSFRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.NSCALE IN FEET
0 30 60TACOMA AVE.T-LINEEXISTING CLARK ST.
EC-LINE
EXISTING LEWIS ST.
EL-LINE
ON RAMP
LO-LINE LEWIS ST.
LEWIS ST.
L-LINELEWIS ST. 16+00.00MATCH LINE SEE SHEET EC-1LEWIS ST. 24+50.00MATCH LINE SEE SHEET EC-3TEMPORARY EROSION & SEDIMENT CONTROL PLANS15
2
6
18
7
10
1
EC-2
RHD
BEH
MMW
30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_EC.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_EC.dgnmwilkinson11/12/201911:12:28 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
11
4
9
5
8
13 14
19
T 18+50.00
MATCH LINE SEE THIS SHEET
T 18+50.00
MATCH LINE SEE THIS SHEET
16
17
CCIRR
W
CW
SS
IRR
CCSSCCCPSSCW
CW
W
CCW
IR
RCCW
IR
RW
W
IRR
IR
RSSIRR
PPPPPP PPP112083111
PARCEL #
112083111
PARCEL #
112083111
PARCEL #
112083102
PARCEL #
112083095
PARCEL #
112083111
PARCEL #
112083086
PARCEL #
112083077
PARCEL #
112083068
PARCEL #
112083059
PARCEL #
112081435
PARCEL #
112081239
PARCEL #
112081248
PARCEL #
112081248
PARCEL #
112081248
PARCEL #
112081248
PARCEL #
112081211
PARCEL #
112081202
PARCEL #
112081257
PARCEL #
112084012
PARCEL #
112084021
PARCEL #
112084030
PARCEL #
112082194
PARCEL #ABAB ABABABABABABAB
ABABABABABABABAB
AB ABABABAB
AB AB AB AB AB AB AB AB AB AB ABABABABABABAB
AB ABABAB AB
AB ABAB24 25 26 27 28 29 301112132425
26
27282930
31 32
380
380380W
W
W
W
W
378382383383
384 PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSMAIN AVE.M-LINEFRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.NSCALE IN FEET
0 30 60
EXISTING LEWIS ST.
EL-LINE LEW
I
S ST.L-LI
NELEWIS ST. 24+50.00MATCH LINE SEE SHEET EC-2LEWIS ST. 32+00.00MATCH LINE SEE SHEET EC-4TEMPORARY EROSION & SEDIMENT CONTROL PLANSW=20'
L=50'
2
9
16
18
13
12
10
3
17
EC-3
RHD
BEH
MMW
30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_EC.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_EC.dgnmwilkinson11/12/201911:12:29 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
6
15
14
11
19
4
1
5
7
8
20 21 22151617
1817 18 19 20 21 22
17 18 19
W
W
STM
WSS
PW
W
I
RRI
RRW
P
P PPGSSAB AB
ABABABABABAB AB AB AB
AB
AB AB
AB AB ABABABABABABABAB
ABABAB AB AB AB AB
AB AB AB AB AB
ABAB
AB AB AB AB AB AB AB AB AB AB AB
AB AB
ABA
B
AB AB AB AB AB AB
AB AB AB AB ABABABABABABAB502 501
500300301302
BNSF RAILWAY
TRACK LOCATIONS
POSSIBLE FUTURE
LEWIS ST.
N70°09'11"E TACOMA AVE.T-LINELEWIS ST. 22+20.00MATCH LINE SEE SHEET RD-4FUTURE TRACK 2MAIN 1FUTURE TRACK 4FUTURE TRACK 5FUTURE TRACK 3MAIN 2MAIN 3R=30' (TYP)
L-LINE
EL-LINE
(EXISTING) LEWIS STREET
N70°09'11"E
T PI 16+30.18
L PI 19+38.88 =
FRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSRD-3
30-18-020S19°55"09"EEXISTING LEWIS ST. 16+59.00MATCH LINE SEE SHEET RD-2LEWIS ST. 16+75.00MATCH LINE SEE SHEET RD-2BEGIN CONSTRUCTION
T P.O.T. 14+25.00
TACOMA AVE. 18+25.00
MATCH LINE SEE SHEET RD-6
MMW20+41.45PIER 121+60.45PIER 2SCALE IN FEET
0 20 40N
3 6 5
FUTURE TRACK 11
2
9
8 7
(EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET RD-4ROADWAY & DRAINAGE PLANSBEH
RHD
DETAILS THROUGH EXISTING UNDERPASS
(UP-1 - UP-3) FOR WATER MAIN CONSTRUCTION
SEE UNDERPASS PREPARATION PLANS Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_RD.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_RD.dgnmwilkinson11/12/201911:13:34 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
3 5
7
8
9
6
4
2
1
11
10
27
RD-2
25
RD-2
L LINE - RT LIP
T PI 17+60.18
L2 PI 19+25.79 =
EL PI 19+25.79 =
L2-LINE
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
23 24 25 26 27
23 24 25
26
27W
W
W
382W
W
W
W SSPPPABAB
AB AB
ABABABABABABABABABABAB
AB AB AB AB AB AB ABABABABAB
AB AB AB AB AB AB AB AB
AB
BNSF RAILWAY
LEWIS ST.
N70°09'11"E
L-LINE
LEWIS ST. 22+20.00MATCH LINE SEE SHEET RD-3LEWIS ST. 27+80.00MATCH LINE SEE SHEET RD-5YARD TRACK 1YARD TRACK 2YARD TRACK 3FUTURE TRACK 6FUTURE TRACK 7FUTURE TRACK 8FUTURE TRACK 9EL-LINE
(EXISTING) LEWIS STREET
N70°09'11"E
L PC 24+76.33
FRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSRD-4
MMW
30-18-020
CLARK STREET
23+27.45PIER 3SCALE IN FEET
0 20 40N
1
2
(EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET RD-3(EXISTING) LEWIS ST. 27+40.00MATCH LINE SEE SHEET RD-5MATCH LINE SEE SHEET RD-5ROADWAY & DRAINAGE PLANSBEH
RHD
DETAILS THROUGH EXISTING UNDERPASS
(UP-1 - UP-3) FOR WATER MAIN CONSTRUCTION
SEE UNDERPASS PREPARATION PLANS Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_RD.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_RD.dgnmwilkinson11/12/201911:13:40 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
1
2
3
5
4
6
7
8
9
10
8
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
ODSSSS
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSWS-0
MMW
30-18-020
MAM, AJF
MAMNSCALE IN FEET
0 75 150
ID TASK DESCRIPTION PREDECESSORS DATE CONSTRAINTS TIME CONSTRAINT
INSTALL 10" W/L AND CASING ALLEY D
SHUT DOWN W/L ALLEY D
INSTALL TEMPORARY CONNECTION ALLEY D
CONNECT TO 10" W/L L 17+80, 53' LT
COMMISSION W/L ALLEY D
ABANDON AND FILL EXIST. 10" W/L ALLEY D
CONSTRUCT EMBANKMENT AND WALLS AT ALLEY D
INSTALL 6" W/L AND 12" W/L AT LEWIS AND MAIN
SHUT DOWN W/L AT LEWIS AND MAIN
CONNECT TO 12" W/L L 30+26
CONNECT TO 6" W/L EL 28+55
CONNECT TO 6" W/L EL 29+19
COMMISSION W/L AT LEWIS AND MAIN
INSTALL 12" W/L AND CASING ALLEY E
INSTALL 12" W/L ALLEY F
SHUT DOWN W/L ALLEY E AND MAIN
INSTALL TEMPORARY CONNECTION ALLEY E
CONNECT TO 6" W/L ALLEY E
A
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
S
T
B
A
B
C, D
B
F
H
J
J
J
K, L, M
P, Q
R
R
RU
V
CONNECT TO 12" W/L ALLEY F AND MAIN
COMMISSION W/L ALLEY E AND F S, T, U W/ IN 8 HRS OF R
W/ IN 8 HRS OF J
W/ IN 8 HRS OF B
ID TASK DESCRIPTION PREDECESSORS DATE CONSTRAINTS TIME CONSTRAINT
R
R
AA
CONNECT TO 12" W/L 1ST AVE DD
DD
DD
DD
DD
W
X
Y
Z
AA
BB
CC
DD
EE
FF
GG
HH
JJ
KK
ABANDON AND FILL EXIST. 6" W/L ALLEY E
ABANDON AND FILL EXIST. 12" W/L AT LEWIS AND MAIN
CONSTRUCT EMBANKMENT AND WALLS FROM L 26+00 TO L 30+00
CONSTRUCTION OF MAJORITY OF PROJECT
EXIST. LEWIS ST UNDERPASS CLOSED TO TRAFFIC
INSTALL 12" AND 16" W/L EL LINE
INSTALL WATER SERVICE TO RAILROAD
SHUT DOWN W/L FROM 1ST AVE TO ALLEY E
ABANDON TEMPORARY CONNECTION ALLEY D AND CONNECT TO 10" W/L
CONNECT TO 10" W/L EL 17+70
REMOVE EXIST. RAILROAD METER AND CONNECT NEW SERVICE
ABANDON TEMPORARY CONNECTION ALLEY E AND CONNECT TO 12" W/L
COMMISSION 12" AND 16" W/L EL LINE
BB, CC
W,X
NOV. 1 TO MAR. 1
W/ IN 1 DAY OF DD
WATER MAIN CONSTRUCTION TIMINGD 10" W/L 17+80, 53' LT
ALLEY D(EXISTING) LEWIS STREET
EL-LINE
LEWIS STREET
L-LINE
BNSF RAILWAY
CLARK ST.ALLEY EALLEY F
TABLE 1. WATER MAIN CRITICAL CONSTRUCTION TIMING CONSTRAINTS TABLE 1. WATER MAIN CRITICAL CONSTRUCTION TIMING CONSTRAINTS (CONT.)
DD
LL
ABANDON EXIST. 12" W/L RR CROSSING LL
EE, FF, GG, HH, JJ, KK
DISCONNECT 12" W/L EL 14+80, 20' RT
R T 6" W/L ALLEY E
RR CROSSING
EXIST. 12" W/L Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_WS.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_WS.dgnmwilkinson11/12/201911:13:56 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:1ST AVE.TACOMA AVE.MAIN AVE.WS-2 WS-3 WS-4 WS-5
ABAB
AB ABAB AB AB AB AB AB
ABAB AB AB AB ABABABABABABABABAB
AB
WS-1 WS-6
DD EE 12" W/L 1ST AVE
MM
V
EL 14+80, 20' RT
DD FF 12" W/L
DD HH 10" W/L EL 17+70
MM
WALLS AT ALLEY D
EMBANKMENT AND G
CONNECTION ALLEY D
DD GG TEMPORARY
AA EXIST. LEWIS ST UNDERPASS
RAILROAD METER
JJ EXIST.
ALLEY E
R W EXIST. 6" W/L
AND CASING ALLEY E
P V DD 12" W/L
CONNECTION ALLEY E
DD KK TEMPORARY
FROM L 26+00 TO L 30+00
Y EMBANKMENT AND WALLS
J L 6" W/L EL 28+55
ALLEY F
Q V 12" W/L
F AND MAIN
R U 12" W/L ALLEY
LEWIS AND MAIN
X EXIST. 12" W/L AT
J M 6" W/L EL 29+19
J K 12" W/L L 30+26
AT LEWIS AND MAIN
H N 6" W/L AND 12" W/L
AND CASING ALLEY D
E DD 10" W/L A
C
BB LL 12" AND 16" W/L EL-LINE
TO RAILROAD
CC JJ WATER SERVICE
S
ALLEY D
B F EXIST. 10" W/L
1.
2.
3.
CONNECTIONS TO EXISTING MAINS
SEE SPECIAL PROVISION 7-09.3 FOR SUBMITTAL REQUIREMENTS OF SCHEDULE FOR
SEE SHEETS PH-1 AND PH-2 FOR OVERALL PROJECT PHASING.
DESCRIPTIONS ARE NOT ALL INCLUSIVE AND LOCATIONS ARE APPROXIMATE ON THIS SHEET.
REFER TO OTHER PLAN SHEETS FOR ADDITIONAL INFORMATION FOR WORK SHOWN ON THIS SHEET. TASK
COLUMNS.
CONSTRAINTS ON THE TIMING OF EACH TASK IS REPRESENTED BY THE PREDECESSOR AND CONSTRAINTS
THE ORDER OF THE TASKS LISTED DOES NOT REPRESENT A REQUIRED SEQUENCE OF CONSTRUCTION. THE
COORDINATION WITH OTHER CONSTRUCTION TASKS IS THE RESPONSIBILITY OF THE CONTRACTOR.
THIS TABLE SHOWS ONLY CRITICAL CONSTRAINTS RELATED TO CONSTRUCTION OF THE WATER MAINS.
5.
4.
NOTES:
W
W
W
W
W
W
W
W
14 16 18 20 22 24
26
2830 32141618202224262830
REL
LIM NALA SUCR
AMPROFE
S
SI
ONAL ENGINEER52674
CONSTRUCTIONPRELIMINARYNOT FORPLANSSTM
W
W
W
W
W
17 18 19 20 21 22
17 18 19
W
W
STM
WSS
PW
W
I
RRI
RRW
P
P PPGSSAB AB
ABABABABAB AB AB AB
AB
AB AB
AB AB ABABABABABABABAB
ABABAB AB AB AB AB
AB AB AB AB AB
ABAB
AB AB AB AB AB AB AB AB AB AB AB
AB AB
ABA
B
AB AB AB AB AB AB
AB AB AB AB ABABABABABABABBNSF RAILWAYT-LINEFUTURE TRACK 1FUTURE TRACK 2MAIN 1FUTURE TRACK 4FUTURE TRACK 5FUTURE TRACK 3MAIN 2FRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSWS-3
30-18-020
MAM, AJF
MMW
SCALE IN FEET
0 20 40N
NOTE:
SEWER NOTES ON WS-1.
SEE GENERAL WATER AND
MAM
(EXISTING) LEWIS STREET
EL-LINE PIER 1PIER 2SHEET WS-7
SEE DETAIL A
SEE WS-2
EXIST. 12" W/L TO BE ABANDONED
EXIST. 12" W/L TO BE ABANDONED
12" D.I.P. W/L (À131LF)
W/ MIN. 42" COVER
10" D.I.P. W/L (À71LF)
12" D.I.P. W/L (À8LF)
W/ THRUST BLOCK
12" DI MJxMJ 45° BEND
EL 19+00.00, 4.00' LT
17 18
19
20 21 22
18171615EXIST. 12" W/L TO BE ABANDONED
TRACK LOCATIONS
POSSIBLE FUTURE
16" W/L x 30" CASING
16" D.I.P. W/L (À10LF)TO BE ABANDONEDEXIST. 10" W/L 10" W/LMANHOLE-SEWER
ABANDON EXISTING
L 17+73.16, 47.95' RT
PER SPEC 7-08.3(5)
EXIST. 10" W/L PIPE (À125LF)
ABANDON AND FILL
W/ THRUST BLOCK
ROTATED UPWARD
10" DI MJxMJ 45° BEND
L 17+73.85, 47.00' LT
10" D.I.P. W/L (À9LF)
10" D.I.P. W/L (À2LF)
EXIST. 8" W/L
MANHOLE-SEWER
ABANDON EXISTING
L 17+72.82, 60.09' LT
AND MATERIAL OF EXIST. PIPE.
DIG AND VERIFY LOCATION, DEPTH, SIZE,
CONNECT TO EXIST. 10" W/L W/ 45° BEND.
ROTATED DOWNWARD W/ THRUST BLOCK.
10" DI MJxMJ 45° BEND
L 17+80.00, 53.16' LT
PER SPEC 7-08.3(5)
EXIST. 8" SS PIPE (À108LF)
ABANDON AND FILL EXIST. 10" W/LWATER & SEWER PLANS12" W/L
CLARK ST.10" W/L x 20" CASINGPLUG EXIST. WATER PIPE
L 17+80.05, 48.33' LT
(2 EA)
PLUG EXIST. WATER PIPE
L 17+77.80, 77.00' RT
PLUG EXIST. SEWER PIPE (SOUTH)
EXIST. SSMH
RETAIN AND PROTECT
L 17+74.14, 270' LT
ALLEY C ALLEY DTHK WALL (À525LF). SEE DETAIL B2 ON WSD-1.
16" D.I.P. W/L W/ 30"Ø STL CASING W/ MIN. 0.469"
EL 19+25.00, 10.00' LT TO EL 24+50.00, 10.00' LT
UNDER PASS
CONSTRUCTION DETAILS THROUGH EXISTING
(UP-1 - UP-3) FOR WATER MAIN PROFILE AND
SEE UNDERPASS PREPARATION PLANS
VALVE
ABANDON EXIST.
CONSTRUCTION. SEE DETAIL B2 ON WSD-1.
COVER IS REQUIRED TO PROTECT CASING & W/L DURING
INV EL: 370.80. CONTRACTOR SHALL DETERMINE IF ADDITIONAL
10" D.I.P. W/L W/ 20"Ø STD WT STL CASING (À100LF). CASING
L 17+73.86, 45.00' LT TO L 17+73.96, 55.00' RT
12" D.I.P. W/L (À9LF)
16" MJx12" MJ DI CONCENTRIC RED
EL 19+15.00, 10.00' LT
WATER METER
ABANDON EXIST.Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_WS.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_WS.dgnmwilkinson11/12/201911:14:08 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
SEE RP-3 FOR PROFILE
LEWIS ST.
L-LINE SEE RP-7 FOR PROFILETACOMA AVE.(SIZED FOR 16" PIPE)
W/ THRUST BLOCK
12" DI MJxMJ 45° BEND
EL 19+06.00, 10.00' LTLEWIS ST. 16+75.00MATCH LINE SEE SHEET WS-2EXISTING LEWIS ST. 16+59.00MATCH LINE SEE SHEET WS-2(EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET WS-4LEWIS ST. 22+20.00MATCH LINE SEE SHEET WS-4WATER METER (2 EA)
ABANDON EXIST.
WATER METER
ABANDON EXIST.
SEE RP-6, UP-1, AND UP-2B FOR PROFILE
REL
LIM NALA SUCR
AMPROFE
S
SI
ONAL ENGINEER52674
CONSTRUCTIONPRELIMINARYNOT FORPLANSW
SSAB
23 24 25 26 27
23 24 25
26
27W
W
W
382BNSF RAILWAY
SCALE IN FEET
0 20 40N
YARD TRACK 1YARD TRACK 2YARD TRACK 3FUTURE TRACK 6FUTURE TRACK 8FUTURE TRACK 9MAIN 3FRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSWS-4
MMW
30-18-020
MAM, AJFLEWIS ST. 27+80.00MATCH LINE SEE SHEET WS-5NOTE:
SEWER NOTES ON WS-1.
SEE GENERAL WATER AND
MAM
EXIST. 12" W/L TO BE ABANDONEDFUTURE TRACK 78" W/L x 18" CASING
16" W/L x 30" CASING
EL-LINE
(EXISTING) LEWIS ST. 27+40.00MATCH LINE SEE SHEET WS-5PIER 3MATCH LINE SEE SHEET WS-5EXIST. 6" W/L12" D.I.P. W/L (À21LF)
W/ 42" MIN. COVER
12" D.I.P W/L (À273LF)TO BE ABANDONEDEXIST. 6" W/LEXIST. 12" W/L TO BE ABANDONED
TO BE ABANDONED
EXIST. 8" SS
SPEC 7-08.3(5)
8" SS PIPE (À154LF) PER
ABANDON AND FILL EXIST.
W/ 42" MIN. COVER
8" D.I.P W/L (À200LF)
W/ MIN. 42" COVER
8" D.I.P. W/L (À156LF)
W/ THRUST BLOCK
8" DI MJxMJ 90° BEND
L 24+39.59, 103.20' RT
8" D.I.P. W/L (À4LF)EXIST. 8" WATER SERVICESEE WS-3
8" D.I.P. W/L (À5LF)
MATERIAL OF EXIST. PIPE.
DEPTH, SIZE, AND
AND VERIFY LOCATION,
WATER SERVICE, DIG
CONNECT TO EXIST. 8"
8" FCA (3 EA)
W/ THRUST BLOCK
8" DI FLxFL CUT-IN TEE
L 22+71.07, 103.20' RT
EXIST. 12" W/L TO BE ABANDONED
12" D.I.P W/L (À43LF)
W/ THRUST BLOCK
12" DI MJxMJ 90° BEND
EL 26+25.91, 4.00' LT
EXIST. 6" W/L
TO REMAIN
EXIST. FIRE HYDRANT
12" D.I.P. W/L (À151LF)
12" W/L
PER SPEC 7-08.3(5)
6" W/L PIPE (À130LF)
ABANDON AND FILL EXIST.
W/ THRUST BLOCK
12" DI MJxMJ 45° BEND
EL 24+75.00, 4.00' LT
12" D.I.P W/L (À8LF)
16" D.I.P. W/L (À10LF)WATER & SEWER PLANS12" W/L x 24" CASING8" DI MJ CAP W/ THRUST BLOCK
PLUG EXIST. WATER PIPE
TO BE REMOVED.
8" WATER METER VAULT
PLUG EXIST. SEWER PIPE (SOUTH)
RETAIN AND PROTECT EXIST. SSMH
L 26+32.67, 83.59' LT
OF PIPE LOCATION.
DIG AND VERIFY END
PLUG EXIST. SEWER PIPE.
L 26+13.63, 32.23' RT
ALLEY FALLEY ESHEET WS-7
SEE DETAIL B
UNDER PASS
CONSTRUCTION DETAILS THROUGH EXISTING
(UP-1 - UP-3) FOR WATER MAIN PROFILE AND
SEE UNDERPASS PREPARATION PLANS
(À9LF)
12" D.I.P. W/L
EXIST. VALVE
ABANDON
SHEET WS-7
SEE DETAIL C
CONSTRUCTION. SEE DETAIL B2 ON WSD-1.
COVER IS REQUIRED TO PROTECT CASING & W/L DURING
INV EL: 371.90. CONTRACTOR SHALL DETERMINE IF ADDITIONAL
12" D.I.P. W/L W/ 24"Ø STD WT STL CASING (À114LF). CASING
L 26+30.13, 48.74' LT TO L 26+56.34, 62.28' RT
PIPE (2 EA)
PLUG EXIST. WATER
L 27+50, 49.89' RT
PLUG EXIST. WATER PIPE (2 EA)
L 26+62.63, 61.53' RT
(SIZED FOR 16" PIPE)
W/ THRUST BLOCK
12" DI MJxMJ 45° BEND
EL 24+69.00, 10.00' LT
12" FCA
16" FCA
16" FL x 12" FL DI ECCENTRIC RED, SEE UP-3
EL 24+60.00, 10.00' LT
> 18" VERT. CLEAR
WATER & SEWER
> 10' HORIZ. CLEAR
WATER & SEWER
VERT3' CLEARHORIZ.10' CLEAR Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_WS.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_WS.dgnmwilkinson11/12/201911:14:11 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
L-LINE
LEWIS ST.
SEE RP-4 FOR PROFILE
(EXISTING) LEWIS ST. 22+07.00MATCH LINE SEE SHEET WS-3LEWIS ST. 22+20.00MATCH LINE SEE SHEET WS-3FOR PROFILE
SEE UP-2B AND UP-3
(EXISTING) LEWIS STREET
SEE DETAIL B2 ON WSD-1.
W/ MIN. 5.5-FT COVER. CASING INV. EL: 371.10.
8" D.I.P. W/L W/ 18"Ø STD WT STL CASING (À160LF)
L 22+76.07, 103.20' RT TO L 24+36.07, 103.20' RT
WATER METER
ABANDON EXIST.
INV WL: 371.77
W/ THRUST BLOCK
8" DI MJxMJ 90° BEND
L 24+39.59, 52.44' LT
RJ*
RJ*
RJ*-
L 25+49, 56' LT TO L 26+79, 84' LT
EAST AND WEST OF WATER METER VAULT
AND FITTINGS 70 LF
RESTRAINED JOINT PIPE
REL
LIM NALA SUCR
AMPROFE
S
SI
ONAL ENGINEER52674
CONSTRUCTIONPRELIMINARYNOT FORPLANSIRR
W
IRR
W
IRR
IRR
W
W
IRR
IRRSS
PPPABAB
AB AB
ABABABABABABABABABABAB
AB AB AB AB AB AB ABABABABAB
AB AB AB AB AB AB AB AB
AB
Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
LAST UPDATED:
30-18-020_PS_PR.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PR.dgnmwilkinson11/12/201911:14:32 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
ORIGINAL GROUND
C/L PROFILE GRADE
BNSF ROWFUTURE TRACK 1FUTURE TRACK 2MAIN 1MAIN 2MAIN 3FUTURE TRACK 3FUTURE TRACK 4FUTURE TRACK 5C/L PROFILE GRADE
BNSF ROWFUTURE TRACK 1FUTURE TRACK 2MAIN 1MAIN 2MAIN 3FUTURE TRACK 3FUTURE TRACK 4FUTURE TRACK 5LEWIS ST. L-LINE PROFILE CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSL L-LINE PROFILE GRADE & PIVOT POINTC
RP-3
MMW
30-18-020 L-LINEROADWAY & WATER MAIN PROFILEROADWAY SECTION 3 TYPICAL BRIDGE SECTION
CONTRACTOR. SEE WS-3
TO BE DETERMINED BY
ELEV. SHOWN. ACTUAL ELEV.
CASING CROSING. APPROX.
10" W/L IN 20" STEEL
-2% RT. & LT.
RHD
BEHCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSEngineers Surveyors Planners
L 19+01.58L 19+38.88TACOMA AVE.DATUM
(NGVD) 29
360
370
380
390
400
410
420
360
370
380
390
400
410
420
16+60 17+00 18+00 19+00 20+00 21+00 22+00 22+20
+5%
+4%
+3%
+2%
+1%
0%
-1%
-2%
-3%
-4%
-5%
+5%
+4%
+3%
+2%
+1%
0%
-1%
-2%
-3%
-4%
-5%
650' VC
EVC 17+75.00EL 403.15VPI 17+00.00EL 399.40BVC 19+65.00EL 412.655.00%
150' VC
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
LAST UPDATED:
30-18-020_PS_PR.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PR.dgnmwilkinson11/12/201911:14:36 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
ORIGINAL GROUND
C/L PROFILE GRADE
BNSF ROWYARD TRACK 1YARD TRACK 2YARD TRACK 3FUTURE TRACK 6FUTURE TRACK 7FUTURE TRACK 8FUTURE TRACK 9BNSF ROWYARD TRACK 1YARD TRACK 2YARD TRACK 3FUTURE TRACK 6FUTURE TRACK 7FUTURE TRACK 8FUTURE TRACK 9LEWIS ST. L-LINE PROFILE CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSL L-LINE PROFILE GRADE & PIVOT POINTC
RP-4
MMW
30-18-020 L-LINEROADWAY & WATER MAIN PROFILETYPICAL BRIDGE SECTION ROADWAY SECTION 4
CONTRACTOR. SEE WS-4
TO BE DETERMINED BY
ELEV. SHOWN. ACTUAL ELEV.
CASING CROSING. APPROX.
12" W/L IN 24" STEEL
-2% RT. & LT.
RHD
BEHCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSEngineers Surveyors Planners
L 24+63.22DATUM
(NGVD) 29
SEE SHEET WS-4
8" WATER SERVICE CROSSING
DRAIN CROSSING
PROPOSED STORM
360
370
380
390
400
410
420
430
360
370
380
390
400
410
420
22+20 23+00 24+00 25+00 26+00 27+00 27+80
K=60.14
+5%
+4%
+3%
+2%
+1%
0%
-1%
-2%
-3%
-4%
+5%
+4%
+3%
+2%
+1%
0%
-1%
-2%
-3%
-4%
-5%
EL 420.17
HIGH POINT 22+65.74
650' VC VPI 22+90.00EL 428.90EVC 26+15.00EL 410.03-5
.81
%
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
LAST UPDATED:
30-18-020_PS_PR.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PR.dgnmwilkinson11/12/201911:14:40 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
ORIGINAL GROUND
C/L PROFILE GRADE
LEWIS ST. L-LINE PROFILE
L L-LINE PROFILE GRADE & PIVOT POINTC
-2% RT. & LT. SIDE
RP-5
MMW
30-18-020
L POC 29+62.23
M POT 13+67.85 =
INTERSECTION MAIN AVE.L-LINEROADWAY & WATER MAIN PROFILEROADWAY SECTION 4
MATCH EXISTING
LEWIS ST. 32+41.66
END CONSTRUCTION
FOR CONTINUATION
SEE UP-3
45° BEND
EXIST. 12" W/L
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSMATCH EXISTING
1.80%
RHD
BEH
45° BEND CONNECT TO EXIST. 12" W/L
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSEngineers Surveyors Planners
L 32+41.66EXISTING GAS CROSSING
DATUM
(NGVD) 29
SEE SHEET WS-5
12" W/L
DRAIN CROSSING
PROPOSED STORM
DRAIN CROSSING
PROPOSED STORM
DRAIN CROSSING
PROPOSED STORM
6" MIN. CLR
À30" CLR
(INV EL UNKOWN)
EXIST. 21" SS CROSSING
EXIST. 21" SS CROSSING
(18" MIN)
À30" CLR
AT W/L
EXIST. 8" SS CROSSING
350
360
370
380
390
400
410
350
360
370
380
390
400
410
27+80 28+00 29+00 30+00 31+00 32+00 33+00 33+40
+5%
+4%
+3%
+2%
+1%
0%
-1%
-2%
-3%
-4%
-5%
+5%
+4%
+3%
+2%
+1%
0%
-1%
-2%
-3%
-4%
-5%EL 390.57BVC 29+50.00VPI 30+50.00EL 384.77EVC 31+50.00EL 386.57-5
.81
%
200' VC
EL 386.14
LOW POINT 31+02.60
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
LAST UPDATED:
30-18-020_PS_PR.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PR.dgnmwilkinson11/12/201911:14:43 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
EXISTING LEWIS ST. EL-LINE PROFILE
C/L PROFILE GRADE
ORIGINAL GROUND
ORIGINAL GROUND
C/L PROFILE GRADE
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSRP-6
MMW
30-18-020
CROSSING
BURIED TELEPHONE
CROSSING
EXISTING STORM DRAINAGE 15+50RT TBC 373.76LT TBC 373.6016+00RT TBC 374.01LT TBC 373.8516+50RT TBC 374.46LT TBC 374.3017+00RT TBC 374.95LT TBC 374.7917+50RT TBC 375.45LT TBC 375.2918+00RT TBC 375.95LT TBC 375.7815+00LT TBC 373.4218+5012+50RT TBC 373.94LT TBC 374.5913+00RT TBC 374.26LT TBC 374.8313+91RT TBC 373.58LT TBC 374.0612+41.69RT TBC 373.64LT TBC 374.5413+50RT TBC 373.7519+25.79EL-LINEROADWAY & WATER MAIN PROFILEDRAINAGE CROSSING
EXISTING STORM
ROADWAY SECTION 5
ROADWAY SECTION 5
EXISTING LEWIS ST. EL-LINE PROFILE
9+00 10+00 11+00 12+00 13+00 14+00
RHD
BEH
42" MIN. COVER
90° BEND CONNECT TO EXIST. 12" W/L
C/L PROFILE GRADE
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSEL 14+59.301ST AVEEL 19+25.79TACOMA AVE.TOP BACK CURB (TBC) ELEVATIONS
SEE SHEET RDD-2 FOR
TOP BACK CURB (TBC) ELEVATIONS
SEE SHEET RDD-3 FOR
TOP BACK CURB (TBC) ELEVATIONS
SEE SHEET RDD-2 FOREL 12+16.39DATUM
(NGVD) 29
SEE LO-LINE, ROADWAY SECTION 7
Engineers Surveyors Planners
WS-3, AND UP-1
SEE SHEET WS-2,
12" W/L
DRAIN CROSSING
PROPOSED STORM
DRAIN CROSSING
PROPOSED STORM
DRAIN CROSSING
PROPOSED STORM
DRAIN CROSSING
PROPOSED STORM DRAIN CROSSING
PROPOSED STORM
DRAIN CROSSING
PROPOSED STORM
DRAIN CROSSING
PROPOSED STORM
I.E. 359.7À
EXISTING SEWER CROSSING NOT SHOWN
GAS CROSSING
EXISTING
(TO BE ABANDONED)
EXISTING STORM DRAINAGE CROSSING
BE ABANDONED
EXISTING 12" W/L TO
6" MIN. CLR
À18" CLR
WATER MAIN PROFILE
FOR CONTINUATION OF
45° BEND SEE SHEET UP-2B
INV EL: 370.00
(2) 12" X 10" TEE
370
380
370
380
VPI 12+41.69EL 373.96VPI 13+05.92EL 374.29VPI 13+91.00EL 373.86-0.42%0.51%-0.50%
360
370
380
360
370
380
15+00 16+00 17+00 18+00VPI 14+59.30EL 374.07VPI 15+09.00EL 373.56VPI 16+09.00EL 374.06VPI 18+50.00EL 376.43VPI 18+80.00EL 376.48VPI 19+25.79EL 377.270.30%-1.02%0.50%
0.98%
0.17%1.73%
14+20 19+00
PROFE
S
SI
ONAL ENGINEER26230
CONSTRUCTIONPRELIMINARYNOT FORPLANSHDRH
RCIA .RO
OD
J-U-B ENGINEERS, INC.LEWIS ST. OVERPASSCITY OF PASCO, WASHINGTON30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BY APR. DATE
SHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR. DATEJ-U-B ENGINEERS, INC.www.jub.comBY APR. DATE
JUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
LAST UPDATED:
$$$$FILENAME$$$$$$$$$$$$DESIGNFILENAME$$$$$$$$USERNAME$$ $$$$DATE$$$ $TIME$
$$$$DATE$$$ELIZABETH GIBSONN O. 538 EXP. 08 /1 6/2020STATEOFWASHINGTO N
L A NDSCAPE ARCHITECT3131 Elliott AveSuite 400Seattle, WA 98121(206) 286-16402502 Jefferson AveTacoma, WA 98402(253) 627-0720www.kpg.comInterdisciplinary DesignP N
P N
L G
UD-9DECORATIVE METAL CUTOUT PANEL TYPE 2 AND PRECAST CONCRETE FACING PANEL ON STRUCTURAL EARTH WALL (SEW) DETAIL URBAN DESIGN DETAILSDECORATIVE METAL CUTOUT PANEL TYPE 1 DETAIL (ON DECORATIVE FENCE) SEE BG-SHEETS PRELIMINARYPLANSNOT FORCONSTRUCTION
CONSTRUCTIONPRELIMINARYNOT FORPLANSBENJAMIN E. HOPP
E
PROFES
SI
ONAL ENGINE ER46955
DMS
DMS
TAM
RDD-6
30-18-020CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSROADWAY DETAILSKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_DE_RD.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_DE_RD.dgnmwilkinson11/12/201911:15:26 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:
CEMENT CONCRETE CURB TRANSITION
APPROACH SLAB
5'12'
PLAN
ELEVATION
TOP OF CURB
6"
3.5'
FACE OF CURB
BACK OF CURB
GUTTER
BARRIER
1' WIDE CONCRETE
BARRIER
1' WIDE CONCRETE
BRIDGE TRANSITION SECTION
BRIDGE DECORATIVE BARRIER
ISOMETRIC VIEW
SCALE IN FEET
0 15 30N BARRIER
1' WIDE CONCRETE
TOP OF CURB
TRANSITION SECTION
CURB AND GUTTER
TRANSITION SECTION
CURB AND GUTTER
TRANSITION SECTION
CURB AND GUTTER
FLOWLINE
FLOWLINE
1.5'
L 25+00.86 (17' RT) TO L 25+05.99 (17' RT)
L 24+99.74 (17' RT) TO L 25+04.63 (17' LT)
L 18+59.61 (17' RT) TO L 18+64.61 (17' RT)
L 18+59.61 (17' LT) TO L 18+64.61 (17' LT)
L 15+42.51 (17' RT) TO L 15+47.51 (17' RT)
L 15+42.51 (17' LT) TO L 15+47.51 (17' LT)
L 13+97.51 (17' RT) TO L 14+02.51 (17' RT)
L 13+97.51 (17' LT) TO L 14+02.51 (17' LT)
NOTE
SEE BRIDGE PLANS FOR ADDITIONAL DETAILS
TO ENSURE POSITIVE DRAINAGE
TRANSITION SIDEWALK
SIDEWALK TRANSITION
ABAN
D
O
N
E
D
STRE
E
T
S
I
G
N
ST ST ST ST
STSTSTSTSTSTSTST ST ST STW
W W W W W W W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWWWWWWWWWWWW
W
WW W W W W W W W W W W W W W W W W W W W W
ST ST ST ST
ST ST ST ST ST ST STW
W W W W W W W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWWWWWWWWWWWW
W
WW W W W W W W W W W W W W W W W W W W W W
STSTSTSTSTSTSTSTW
LEWIS ST
S TACOMA STEXISTING LEWIS ST
CONSTRUCTION NOTES
LUMINAIRE SCHEDULE LUMINAIRE SCHEDULE
WIRE NOTES
PLAN
ILL-4 ILLUMINATION PLANSTA 17+25 TO STA 21+00JC
TD
TD
J-U-B ENGINEERS, INC.LEWIS ST. OVERPASSCITY OF PASCO, WASHINGTON30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BY APR. DATE
SHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR. DATEJ-U-B ENGINEERS, INC.www.jub.comBY APR. DATE
JUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
LAST UPDATED:
$$$$FILENAME$$$$$$$$$$$$DESIGNFILENAME$$$$$$$$USERNAME$$ $$$$DATE$$$ $TIME$
$$$$DATE$$$REGISTEREDNOTGNIHSAW
FOETATSERNEP R FO ENNALIOESIGS39324JAN CIGANIK3131 Elliott AveSuite 400Seattle, WA 98121(206) 286-16402502 Jefferson AveTacoma, WA 98402(253) 627-0720www.kpg.comInterdisciplinary DesignPRELIMINARYPLANSNOT FORCONSTRUCTION
WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W
W
WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W
W
LEWIS ST
RAIL YARD
CONSTRUCTION NOTES
GENERAL NOTES
LEGEND LUMINAIRE SCHEDULE WIRE NOTES
PLAN
ILL-5 ILLUMINATION PLANSTA 21+00 TO STA 24+50JC
TD
TD
J-U-B ENGINEERS, INC.LEWIS ST. OVERPASSCITY OF PASCO, WASHINGTON30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BY APR. DATE
SHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR. DATEJ-U-B ENGINEERS, INC.www.jub.comBY APR. DATE
JUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
LAST UPDATED:
$$$$FILENAME$$$$$$$$$$$$DESIGNFILENAME$$$$$$$$USERNAME$$ $$$$DATE$$$ $TIME$
$$$$DATE$$$REGISTEREDNOTGNIHSAW
FOETATSERNEP R FO ENNALIOESIGS39324JAN CIGANIK3131 Elliott AveSuite 400Seattle, WA 98121(206) 286-16402502 Jefferson AveTacoma, WA 98402(253) 627-0720www.kpg.comInterdisciplinary DesignPRELIMINARYPLANSNOT FORCONSTRUCTION
DECORATIVE ROADWAY
LUMINAIRE AND POLE DETAIL
DECORATIVE PEDESTRIAN
LUMINAIRE AND POLE DETAIL
DECORATIVE PEDESTRIAN
LUMINAIRE BASE PLATE DETAIL
DECORATIVE ROADWAY
LUMINAIRE BASE PLATE DETAIL
DECORATIVE PEDESTRIAN
LUMINAIRE AND POLE ON
1ST AVE BRIDGE SUPPORT
PILASTER DETAIL
DECORATIVE PEDESTRIAN
LUMINAIRE AND POLE ON
BNSF BRIDGE SUPPORT
PILASTER DETAIL
DECORATIVE PEDESTRIAN
LUMINAIRE AND POLE ON
BNSF BRIDGE SPAN
PILASTER DETAIL
TOP OF POLE FOUNDATION DETAIL
·
·
LUMINAIRE ARM DETAILS
J-U-B ENGINEERS, INC.LEWIS ST. OVERPASSCITY OF PASCO, WASHINGTON30-18-020Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BY APR. DATE
SHEET NUMBER:DESCRIPTION REUSE OF DRAWINGSTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF J-U-B ENGINEERS, Inc.AND IS NOT TO BE USED, INWHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESSWRITTEN AUTHORIZATION OF J-U-B ENGINEERS, Inc.NO.BYREVISIONAPR. DATEJ-U-B ENGINEERS, INC.www.jub.comBY APR. DATE
JUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
LAST UPDATED:
$$$$FILENAME$$$$$$$$$$$$DESIGNFILENAME$$$$$$$$USERNAME$$ $$$$DATE$$$ $TIME$
$$$$DATE$$$REGISTEREDNOTGNIHSAW
FOETATSERNEP R FO ENNALIOESIGS39324JAN CIGANIK3131 Elliott AveSuite 400Seattle, WA 98121(206) 286-16402502 Jefferson AveTacoma, WA 98402(253) 627-0720www.kpg.comInterdisciplinary DesignTD
TD
AMK ILLUMINATION PLANDET01ILL-9PRELIMINARYPLANSNOT FORCONSTRUCTION
AB
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SI
ONAL ENGINE ER46955
FRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.NCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSPH-1
RHD
BEH
MMW
30-18-020
CLARK ST.
LEWIS ST.2ND AVE.E. CLARK ST.OREGON AVE.N. MAIN AVE.1ST AVE.TACOMA AVE.OREGON AVE.PHASE 1
CLOSED FOR CONSTRUCTION
TRAFFIC / DETOUR ROUTE Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_TC.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PH.dgnmwilkinson11/12/201911:16:39 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:PHASING PLAN5.
4.
3.
2.
1.
NOTES:
THE DURATION OF THE PROJECT.
TRACKS. EMERGENCY SERVICES SHALL HAVE ACCESS TO 1ST AVE AND/OR 2ND AVE THROUGH
EMERGENCY SERVICES ACCESS SHALL BE PROVIDED AT ALL TIMES ACROSS THE BNSF RAILWAY
SEE SHEET WS-0 FOR WATER MAIN CONSTRUCTION TIMING.
DAYS, PROVIDED AN ADJACENT PARALLEL ROAD IS AVAILABLE FOR A DETOUR ROUTE.
ACCESS TO MAIN AVE MAY BE CLOSED AS NEEDED FOR UP TO 20 CONSECUTIVE CALENDAR
ROAD IS AVAILABLE FOR A DETOUR ROUTE.
FOR UP TO 30 CONSECUTIVE CALENDAR DAYS, PROVIDED AN ADJACENT PARALLEL
2ND AVE MAY BE CLOSED BETWEEN LEWIS STREET AND CLARK STREET AS NEEDED
LEWIS STREET SHALL REMAIN OPEN FOR TWO-WAY TRAFFIC AT ALL TIMES.
370 370380380380380380380380380W
WP
AB
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AB
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSLEGEND
NAB
JRP
3010020
DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:46 PM11/12/2019 STRE
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SHIN
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TON18429
N709
S1950
S1950
S1950
BEARINGPIER
1
2
3
EXISTING / PROPOSED SIGN
LIGHT SIGNAL
UTILITY VAULT
WATER METER BOX
PROPOSED FUTURE TRACKS 1-9
PROPOSED RETAINING WALL
FT 1 FT 2 FT 3
FT 4
FT 5 MAIN 1 MAIN 2
MAIN 3
YT 1
YT 2
YT 3
FT 6 FT 7 FT 8 FT 9
E F
F F E
BG-101
20+00 21+00 22+00 24+00 25+0019+00
FENCE
WATER LINE
3 MILES
TO KENNEWICK, WA.
LOADING - AASHTO HL-93
PC GIRDERS (WF74G)
GUARD RAIL
PASCO, WASHINGTON
FRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.GR ELE 419.87` LEWIS ST STA 23+27.41` PIER 3GR ELE 419.27` LEWIS ST STA 21+60.41` PIER 2GR ELE 416.01` LEWIS ST STA 20+41.41` PIER 1AVE.
TACOMA
DATUM
PLAN
ELEVATION8'-0" SIDEWALK6'-0" BIKE LANE10'-0" SIDEWALK6'-0" BIKE LANE1'-0"ELEVATION 360.00
REFERENCE LINE
OVERHEAD POWER
GR ELE 409.48` LEWIS ST STA 19+01.58BK OF PAVT SEAT ABUT 1GR ELE 416.92` LEWIS ST STA 24+63.24BK OF PAVT SEAT ABUT 2ARE EQUAL TO PROFILE GRADE LINE.
TOP OF ROADWAY SLAB ON LEWIS STREET AND
GRADE ELEVATIONS SHOWN ARE FINISH GRADES AT
MAIN 1 STA. 12189+81.108
LEWIS ST. STA. 21+32.064 =
BNSF M.P. 145.624
DOT/AAR CROSSING NO. 089709S
YARD TRACK 3 STA. 12187+34.135
LEWIS ST. STA. 22+67.471 =1'-0"WINGWALL, TYP
WALL
EXISTING RETAINING
ROW
BNSFROADWAY34'-0" BRIDGE 56'-0"BARRIER
PEDESTRIAN
SEALER
PIGMENTED 11'-0" TRAVEL LANE11'-0" TRAVEL LANELEWIS ST OVERPASSSTRUCTURE LAYOUT350'-3„"71'-6‡"0"1'-0"1'-0"@ RR R-O-W
MIN. CLR.MIN CLR.APPROX. 27'-10" SPECIFICATIONS.
FOR UTILITY CONTACT INFORMATION, SEE
REFER TO SHEET AL-1
RAILROAD SCREENING
OR CLEARANCES FROM EXISTING GRADE AT OTHER LOCATIONS
CLEARANCES FROM TOP OF RAIL FOR EXISTING TRACK 28'-9" CLR29'-3" CLR30'-1" CLR30'-3" CLR30'-6" CLR31'-7" CLR32'-1" CLR32'-6" CLR32'-1" CLR32'-3" CLR32'-8" CLR33'-6" CLR32'-4" CLR32'-5" CLR32'-2" CLR31'-0" CLRBARRIER
TAPERED BARRIER
TAPERED CONSTRUCTIONPRELIMINARYNOT FORPLANS23+00
18 MILES
TO KAHLOTUS, WA.SLOPE2% SLOPE2% 3 MILES
TO WEST PASCO, WA.
26 MILES
TO MESA, WA.
133'-0" SPAN 4167'-0" SPAN 3119'-0" SPAN 2137'-0" SPAN 1ABUT 1ABUT 2TYP90°0'0" ` PIER 1 ` PIER 2 ` PIER 3
FUTURE TRACK 9
FUTURE TRACK 8
FUTURE TRACK 7
FUTURE TRACK 6
FUTURE TRACK 5
FUTURE TRACK 4
FUTURE TRACK 3
FUTURE TRACK 2
FUTURE TRACK 1
CONTROL LINE
TACOMA AVE
GRADE LINE
LINE AND PROFILE
LEWIS ST CONTROL
STA. 20+41.41
WALL
SEW
SEW WALL
STA. 21+60.41
561'-8" BK TO BK OF PAV'T SEATS ALONG LEWIS STREET
PROFILE GRADE LINE
EXISTING GROUND @
STA. 23+27.41 STA. 24+60.41
` BEARING ABUT 2
SEW WALL
CURB
EXISTING
REMOVE
YARD TRACK 2 STA. 12187+28.139
LEWIS ST. STA. 22+50.422 =
YARD TRACK 1 STA. 12187+28.136
LEWIS ST. STA. 22+34.079 =
MAIN 3 STA. 12189+95.383
LEWIS ST. STA. 22+16.296 =
BNSF M.P. 145.625
DOT/AAR CROSSING NO. 089709S
MAIN 2 STA. 12189+97.197
LEWIS ST. STA. 21+95.290 =
BNSF M.P. 145.625
DOT/AAR CROSSING NO. 089709S
ROW
BNSF
TO BE REMOVED
EXISTING TUNNEL
EXISTING CURB
REMOVE
STA.19+04.41
` BEARING ABUT 1
SEW WALL
` BRIDGE
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PROFES
SI
ONAL ENGINE ER46955
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSFRANKLIN COUNTY
SEC. 29 T.9N. R.30E. W.M.NCLARK ST.
LEWIS ST.2ND AVE.OREGON AVE.E. CLARK ST.OREGON AVE.N. MAIN AVE.1ST AVE.PH-2
RHD
BEH
MMW
30-18-020TACOMA AVE.PHASE 2
CLOSED FOR CONSTRUCTION
TRAFFIC / DETOUR ROUTE Kennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
30-18-020_PS_TC.dgn
\\Kwkfiles\public\Project\JUB\30-18-020 - COP Lewis Street Overpass\CAD\PS&ESheets\30-18-020_PS_PH.dgnmwilkinson11/12/201911:16:40 AM11/12/2019
STPUS-HLP-3530(006)FED AID #:PHASING PLAN4.
3.
2.
1.
NOTES:
AND/OR 2ND AVE THROUGH THE DURATION OF THE PROJECT.
BNSF RAILWAY TRACKS. EMERGENCY SERVICES SHALL HAVE ACCESS TO 1ST AVE
EMERGENCY SERVICES ACCESS SHALL BE PROVIDED AT ALL TIMES ACROSS THE
SEE SHEET WS-0 FOR WATER MAIN CONSTRUCTION TIMING.
ROAD IS AVAILABLE FOR A DETOUR ROUTE.
UP TO 30 CONSECUTIVE CALENDAR DAYS, PROVIDED AN ADJACENT PARALLEL
2ND AVE, 1ST AVE, AND/OR TACOMA AVE MAY BE CLOSED AS NEEDED FOR
LEWIS STREET SHALL REMAIN OPEN FOR TWO-WAY TRAFFIC AT ALL TIMES.
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP
AB
3010020
LOCATION
6.5
9.0
DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:47 PM11/12/2019
PIER 3 9.0
6.5 STRE
BOR .E NEH
PETSP
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S
SI
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SHIN
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TON18429
32
32
32
40
40
GENERAL NOTES:
5.00%EL 412.65BVC 19+65.00LEWIS STREET PROFILE
BG-102
STRUCTURE EL 428.90VPI 22+90.00-5
.81
%
ABUT 1
PIER 1
PIER 2
ABUT 2
9.0
(KSF)
SERVICE-1 LIMIT STATE
(KSF)
EVENT-1 LIMIT STATES
STRENGTH AND EXTREME
STATION. SEE TYPICAL SECTION SHEET BG-120.
THE CENTERLINE OF THE STRUCTURE AND CROWN OF THE ROADWAY IS OFFSET 1'-0" RIGHT OF THE CONTROL LINE LOOKING AHEAD ON 9.
ELECTRICAL SUPPLIER AND ITS PLANS.
THE CONDUIT & JUNCTION BOXES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THESE PLANS WITH THE 8.
AS NECESSARY TO ACCOMMODATE THE ARCHITECTURAL FEATURES.
OF FOOTINGS, 2" AT THE TOP OF FOOTINGS AND 1 •" AT ALL OTHER LOCATIONS. THE CONTRACTOR SHALL INCREASE CONCRETE COVER
REINFORCING STEEL SHALL BE 2 •" AT THE TOP OF THE ROADWAY SLAB, 1" AT THE BOTTOM OF THE ROADWAY SLAB, 3" AT THE BOTTOM
UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY 7.
FALSE WORK SHALL BE CAREFULLY RELEASED TO PREVENT IMPACT OR UNDUE STRESS IN THE STRUCTURE.6.
THE BACKFILL BEHIND THE ABUTMENTS MAY BE PLACED PRIOR TO PLACEMENT OF THE SUPERSTRUCTURE. 5.
THE NOMINAL BEARING CAPACITY OF SPREAD FOOTING SHALL BE:4.
THE CONCRETE IN THE ROADWAY DECK SHALL BE CLASS 4000D. ALL OTHER CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000.3.
PEAK GROUND ACCELERATION OF 0.12g AND SITE CLASS "C".
EIGTH EDITION-2017 AND CURRENT INTERIM SPECIFICATIONS. SEISMIC DESIGN OF THIS STRUCTURE HAS BEEN COMPLETED USING A
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS2.
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - DATED 2018, AND AMENDMENTS.
ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF 1.LEWIS ST OVERPASSGENERAL NOTES AND GEOMETRYEL 410.03EVC 26+15.001'-0"
LEWIS STREET SECTION CONSTRUCTIONPRELIMINARYNOT FORPLANS` BRIDGE AND CROWNPGL
NOTES:GENERAL NOTES:SHORINGZONE BSHORINGZONE CZONE BSHORINGZONE A
SHORING ZONE CSAMPLE
EXCAVATION
EXCAVATION PERMITTED` TRACK NO EXCAVATION
15'-6" MAIN LINE TRACK
12'-6" OTHER
1'-6"12'-0"
7'-9"
(NORMAL TO RAILROAD)
RAILROAD CLEARANCES
TRACK PROTECTION SHORING REQUIREMENTS
1.5
1
1
2
TOP OF RAIL21'-6"15'-0"
` OF TRACK
CLEARANCE ENVELOPE
MINIMUM CONSTRUCTION
FIGURE 1
RAILROAD CONSTRUCTION NOTES:
PLANS.
FOR GUARDRAIL IS INCLUDED IN THE ROADWAY
THE APPROACH RAIL AND TRANSITION SECTION 3.
FOR REVIEW AND APPROVAL.
BE SUBMITTED TO THE ENGINEER AND UPRR
FALSE WORK AND SHORING PLANS SHALL 2.
STRUCTURE.
ON THE ROADWAY AT EACH END OF THE
BRIDGE. STORM WATER WILL BE COLLECTED
DECK DRAINS WILL NOT BE USED ON THIS 1.
ACTIVE RAILROAD TRACKS.
FOR DESIGN AND CONSTRUCTION OF SHORING ADJACENT TO
DESIGN OF SHORING SHALL COMPLY WITH BNSF GUIDELINES
IN THE STATE WHERE THE WORK WILL BE PERFORMED.
AND STAMPED BY A PROFESSIONAL ENGINEER REGISTERED
CALCULATIONS. PLANS AND CALCULATIONS MUST BE SIGNED
CALCULATIONS. PLANS SHALL BE ACCOMPANIED BY DESIGN
SHORING PLANS SHALL BE ACCOMPANIED BY DESIGN
FOR EXCAVATIONS WHICH ENCROACH INTO ZONE A OR B,
SHORING.
TO COMPLY WITH BNSF-UPRR GUIDELINES FOR TEMPORARY
INSTALL THE TEMPORARY SHORING SYSTEM PER THE SYSTEM
PROTECTION SHORING PROPOSED. THE CONTRACTOR SHALL
INDICATING THE NATURE AND EXTENT OF THE TRACK
SUBMIT FOR APPROVAL BY THE RAILROAD DETAILED PLANS
PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL
ALL DIMENSIONS ARE MEASURED PERPENDICULAR TO ` TRACK.
REQUIREMENTS.
SHORING TO COMPLY WITH OSHA
IN THIS ZONE, (NO SLOPING CUTS)
BE PERMITTED FOR EXCAVATION
ONLY VERTICAL SHORING WILL
COOPER E80
APPLICABLE RAILROAD LIVE LOAD:
FOR EXCAVATION IN ZONE A.
ADDITION TO OSHA STANDARD LOADS
RAILROAD LIVE LOAD SURCHARGE IN
SHORING MUST BE DESIGNED FOR
BASE OF RAIL
ZONE A ZONE B
REQUIREMENTS
WITH OSHA
SHORING TO COMPLY
PLACED WITHIN THESE LIMITS.
OR OTHER OBSTRUCTIONS SHALL BE
NO CONSTRUCTION ACTIVITIES
STRUCTURE
CLEARANCE TO
MIN. 23'-4"MIN. 25'-0"20'-0"MIN. 25'-0"
TRACK
MAINLINE
`
STRUCTURE
CLEARANCE TO
N.T.S.
FOR RAILROAD GRADE SEPARATION PROJECTS PLAN NO. 710000
REFERENCE: BNSF RAILWAY - UNION PACIFIC RAILROAD GUIDELINES
N.T.S.
GRADE SEPARATION PROJECTS SECTION 5.2 & PLAN NO. 711100 SHT 1
REFERENCE: BNSF RAILWAY - UNION PACIFIC RAILROAD GUIDELINES FOR RAILROAD
TRACK
FUTURE
`
LINE
GROUND
RAILS
TOP OF
FOR MORE INFORMATION SEE UNION PACIFIC RAILROAD - BNSF RAILWAY "GUIDELINES FOR RAILROAD GRADE SEPARATION PROJECTS."10.
PERSONNEL MUST CLEAR THE AREA WITHIN 25 FEET OF THE TRACK CENTERLINE AND SECURE ALL EQUIPMENT.
RAILROAD REQUIREMENTS DO NOT ALLOW WORK WITHIN 50 FEET OF TRACK CENTERLINE WHEN A TRAIN PASSES THE WORK SITE AND ALL 9.
BE VERIFIED BEFORE PROJECT CLOSEOUT.
TEMPORARY CONSTRUCTION CLEARANCES, INCLUDING FALSEWORK CLEARANCES, SHALL COMPLY WITH FIGURE 1. ALL PERMANENT CLEARANCES SHALL 8.
SPECIAL PROVISIONS OF THE PROJECT.
FOR RAILROAD COORDINATION PLEASE REFER TO THE RAILROAD'S COORDINATION REQUIREMENTS AS PART OF THE SPECIFICATIONS OR 7.
RAILROAD PRIOR TO BEGINNING ANY GRADING ON THE PROJECT SITE.
THE CONTRACTOR MUST SUBMIT A PROPOSED METHOD OF EROSION AND SEDIMENT CONTROL AND HAVE THE METHOD APPROVED BY THE 6.
DITCHES AND/OR DRANAGE STRUCTURES.
THE PROPOSED GRADE SEPARATION PROJECT SHALL NOT CHANGE THE QUANTITY AND/OR CHARACTERISTICS OF THE FLOW IN THE RAILROAD 5.
SHALL BE BROUGHT TO THE ATTENTION OF THE RAILROAD PRIOR TO CONSTRUCTION.
THE ELEVATION OF THE EXISTING TOP-OF-RAIL PROFILE SHALL BE VERIFIED BEFORE BEGINNING CONSTRUCTION. ALL DISCREPANCIES 4.
RAILROAD REQUIREMENTS.
ERECTION OVER THE RAILROAD'S TRACK SHALL BE PLANNED SUCH THAT IT ENABLES THE TRACKS TO REMAIN OPEN TO TRAFFIC PER 3.
SHALL COMPLY WITH THE RAILROAD'S DEMOLITION REQUIREMENTS.
ALL DEMOLITION WITHIN THE RAILROAD'S RIGHT-OF-WAY AND/OR DEMOLITION THAT MAY IMPACT THE RAILROAD'S TRACKS OR OPERATIONS 2.
CONSTRUCTED PER RAILROAD GUIDELINES FOR TEMORARY SHORING.
ANY SHORING SYSTEM THAT IMPACTS THE RAILROAD'S OPERATION AND/OR SUPPORTS THE RAILROAD'S EMBANKMENT SHALL BE DESIGNED AND 1.CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP
AB
3010020
DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:48 PM11/12/2019 STRE
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RSTATEOF WA
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TON18429
BG-103LEWIS ST OVERPASSRAILROAD NOTES AND DETAILSCONSTRUCTIONPRELIMINARYNOT FORPLANS
TEXT:CALLOUT
TEXT:CALLOUT
TEXT:CALLOUT
TEXT:CALLOUT
PSI (MIN.).
PORTION OF THE PIER DIAPHRAGM HAS REACHED 3000
UNTIL THE COMPRESSIVE STRENGTH OF THE TOP
NO LIVE LOAD SHALL BE ALLOWED ON THE SPANS
NOTE:
` INTERMEDIATE PIER
AFTER GIRDER FABRICATION.
SHALL NOT BE CAST UNTIL 30 DAYS (MIN.)
BOTTOM PORTION OF PIER DIAPHRAGM
` INTERMEDIATE PIER
AFTER CASTING DIAPHRAGMS
PLACE BRIDGE DECK REINFORCEMENT
` INTERMEDIATE PIER
THE ROADWAY SLAB.
MINIMUM OF 10 DAYS AFTER
DIAPHRAGM SHALL BE CAST A
TOP PORTION OF PIER
3000 PSI (MIN.)
COMPRESSIVE STRENGTH HAS REACHED
PANELS] WHEN DIAPHRAGM CONCRETE
CAST BRIDGE DECK [OR PLACE PRECAST DECK
` INTERMEDIATE PIER
ABUTMENT
TYPICAL AT ABUTMENTS
ELASTOMERIC BEARING PAD
REACHED 3000 PSI (MIN.)
DIAPHRAGM CONCRETE COMPRESSIVE STRENGTH HAS
CAST UNTIL THE DECK AND INTERMEDIATE PIER
TRAFFIC AND PEDESTRIAN BARRIERS SHALL NOT BE
PRECAST GIRDERS, TYP
2'-6" ABOVE BOTTOM OF
DIAPHRAGM, TYP
INTERMEDIATE
END DIAPHRAGM, TYP
INTERMEDIATE PIERS
OAK BLOCKS, TYP AT
CUT TEMPORARY STRANDS
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP
AB
3010020
DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:53 PM11/12/2019 STRE
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SHIN
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TON18429
CONSTRUCTION SEQUENCE ~ SUPERSTRUCTURE
COMPLETE DIAPHRAGMS
STAGE 4
SET GIRDERS IN PLACE
STAGE 1
CAST DIAPHRAGMS AND PLACE ROADWAY SLAB REINFORCEMENT
STAGE 2
CAST ROADWAY SLAB
STAGE 3
CUTTING SEQUENCE
TEMPORARY STRAND
GROUT.
PRIOR TO FILLING RECESS WITH
REMOVE ALL MOISTURE IN RECESS4.
IN 2"x6" RECESS.
CUT STRAND AND PLASTIC SLEEVE3
FLANGE OF GIRDERS.
IN 2"x6" RECESSES IN TOP
REMOVE EXPANDED POLYSTRENE2.
ERECT AND BRACE GIRDERS.1.
BG-107LEWIS ST OVERPASS CONSTRUCTION SEQUENCECONSTRUCTIONPRELIMINARYNOT FORPLANSACCORDANCE WITH WSDOT STANDARD SPECIFICATION 6-02.3(17)F5.
INSTALL TEMPORARY BRACING FOR DIAPHRAGM AND DECK PLACEMENT IN
SSSTM SSPW
W
W
LEWIS STREETTACOMA AVENUEFRONT AVENUELEWIS STREET TOP OF PI
PE: 375.92RIM: 378.12W
M
H 1738PPPPAB
AB
AB AB AB AB
ABAB
AB AB AB
AB AB AB AB AB AB ABABABABAB
AB AB ABSS
STM SSPW
W
W
PPPPAB
AB
AB AB AB AB
ABAB
AB AB AB
AB AB AB AB AB AB ABABABABAB
AB AB AB
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP
AB
3010020
DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:55 PM11/12/2019 STRE
BOR .E NEH
PETSP
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ONAL ENGINEERDERETSIGE
RSTATEOF WA
SHIN
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TON18429N
` PIER 3
BG-108
` ABUT 2` PIER 1 ` PIER 2
LOCATION
PIER 1
PIER 2
PIER 3
ELEVATION
FOOTING
373.53
373.53
373.53
RAIL
379.70
379.70
380.17
6.17
FUTURE TRACK 1
FUTURE TRACK 2
FUTURE TRACK 3
FUTURE TRACK 4
FUTURE TRACK 5
FUTURE TRACK 6
FUTURE TRACK 7
FUTURE TRACK 8
FUTURE TRACK 9
SEPARATION
VERTICAL
MAIN 2
` EXISTING RAILS
MAIN 3
` EXISTING RAILS
YARD TRACK 1
` EXISTING RAILS
YARD TRACK 2
` EXISTING RAILS
YARD TRACK 3
` EXISTING RAILS
MAIN 1
` EXISTING RAILS
LEWIS ST OVERPASSFOOTING CLEARANCESGRADE LINE
LEWIS ST PROFILE
FOOTING VERTICAL SEPARATION
BASE OF RAIL TO TOP OF
6.17
6.64
25'-5"
17'-5"
87'-10"
29'-6
"
25'-11"
17'-6"
25'-7"
82'-11"
71'-5"
56
'-0"
31
'-0"
25'-6"
17'-6"
42'-6"
54'-0"CONSTRUCTIONPRELIMINARYNOT FORPLANS` ABUT 1
17'-5"
79'-4"18'-9
"
46
'-2"
21
'-2"
BACK OF EXISTING SIDEWALK
JRP
AB
3010020CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSDDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG1.dgnalambert11/12/20191:08:56 PM11/12/2019 STRE
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SHIN
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RAILROAD BED
PIER 3
`
PIER 1
`
119' SPAN 167' SPAN 133' SPAN
RAILROAD BED
SURFACING BASE COURSE
USING 1‚" MINUS CRUSHED
GRANULAR SOIL IMPROVEMENTS
FOOTING SECTION / EXCAVATION
15'-0" MIN
NOTES:
15'-0" MIN
BG-109
30'-0"
13'-0" 6'-OF RAILTO BASE6' MIN5'-0"30'-0"
13'-0"17'-0"
N70°9'11"E
PIER 2
`
20+41.45
368.53
BOF ELEV
137' SPAN
FOUNDATION LAYOUT25'-0" TYP27'-0" TYP52'-0" TYP60'-0" TYP29'-0" TYP31'-0" TYPTYPICAL (PIER)
GRADE
FINISHED
EXISTING/ 6"5'-0"OF RAILTO BASE6' MIN17'-0"
30'-0"
` ABUT. 1
` BRG AND
` ABUT. 2
` BRG AND
TEMPORARY SHORING. SEE NOTE 1.
COURSE. SEE NOTE 3.
1‚" MINUS CRUSHED SURFACING BASE
GRANULAR SOIL IMPROVEMENTS USING
SEE NOTE 1.
TEMPORARY SHORING.
REQUIREMENTS.
AT LEAST 12 INCHES, REFERENCING GEOTECHNICAL REPORT
BE PLACED TAUT AND FREE OF WRINKLES WITH EDGES OVERLAPPING
AFTER EACH 18 INCHES GRANULAR SOIL IMPROVEMENT GEOGRID MUST
TRIAXIAL GEOGRID SHALL BE PLACED AT SUBGRADE SURFACE, AND 4.
WSDOT STANDARDS SECTION 2-03.3(14).
BASE COURSE COMPACTED TO AT LEAST 95% AASHTO T-180 AND
BELOW ABUTMENT FOOTING AND COMPRISE 1‚" CRUSHED SURFACING
VERTICALLY BELOW BOOTOM OF PIER FOOTING (BOF) AND 5 FEET
GRANULAR SOIL IMPROVEMENT SHALL EXTEND AT LEAST 3 FEET 3.
T-180 AND WSDOT STANDARDS SECTION 2-03.3(3).
COMPACT EXPOSED NATIVE SUBGRADE SOIL TO AT LEAST 95% AASHTO 2.
PROFESSIONAL ENGINEER.
SETBACK REQUIREMENTS AND SHALL BE DESIGNED BY A LICENSED
WISHA REGULATIONS AND LOCAL CODES. SHORING SHALL MEET BNSF
TEMPORARY EXCAVATIONS SHALL BE SLOPED, SHORED OR BRACED PER 1.1'-0"3'-020'-0" TYP
TYP
10'-0"
TYP
10'-0"90°0'0"90°0'0"90°0'0"90°0'0"20'-0"1'-6"1'-6"368.53
BOF ELEV
21+60.45
23+27.45
24+60.45
368.53
BOF ELEV
GRADE
FINISHED
EXISTING/
368.53
BOF ELEV
368.53
BOF ELEV
19+04.4590°0'0"AND PROFILE GRADE LINE
LEWIS ST CONTROL LINE LEWIS ST OVERPASSFOOTING / FOUNDATION LAYOUTSEE NOTE 2.
SUBGRADE SOIL.
COMPACTED NATIVE MIN5'-0"MIN3'-0"` STRUCTURE
2'-6" TYP
1'-6" TYP1'-6" TYP
TOP OF ABUTMENT, TYP
TOP OF PIER, TYP
TYPS1950` BEARING SEE NOTE 4.
(4) LAYERS TRIAXIAL GEOGRID.
SEE NOTE 4.
(2) LAYERS TRIAXIAL GEOGRID.CONSTRUCTIONPRELIMINARYNOT FORPLANSFOOTING SECTION / EXCAVATION
TYPICAL (ABUTMENT)
SOIL. SEE NOTE 2.
NATIVE SUBGRADE
COMPACTEDS1950S1950
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP
AB
3010020
DDB, ADBCITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSJRP
AB
3010020
DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG3.dgnalambert11/12/20191:09:46 PM11/12/2019
2 2 2
2
2
1 1 1 1
PLACING SEQUENCE
P
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RSTATEOF WA
SHIN
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TON18429 STRE
BOR .E NEH
PETSDECK SECTION
BG-128
561'-9"
S2 #5
S3 #5 SPACED WITH S1 #5
(2) S5 #9 OR (2) S6 #9 7•"1" CLR.2•" CLR.SOLID BARS TYPICAL ENTIRE LENGTH OF STRUCTURE
OUTLINED BARS TYPICAL NEAR PIERS
SYMMETRICAL.
` STRUCTURE.
5'5'5'5'
PVMNT SEAT BG-125
10" TO BACK OF
PVMNT SEAT BG-125
10" TO BACK OF
(1) S4 #5 BETWEEN S9
BARS, TYP
TOP OF LONGITUDINAL
STIRRUPS G2 #5 OVER
FIELD BEND GIRDER
5'"2
1132'-4 114'162'"2
1128'-4
563'-5"
S3 #5
UPHILL DIRECTION.
CONCRETE SHOULD BE PLACED IN THE
ARROWS SHOW DIRECTION OF PLACEMENT.3.
BEFORE ANY AREA LABELED 2
SIMULTANEOUSLY, BUT MUST BE PLACED
AREAS LABELED 1 NEED NOT BE PLACED2.
WITH SCHEDULE ON SHEET BG-107
ON THIS SHEET AND IN ACCORDANCE
PLACE CONCRETE IN ORDER SHOWN1.
NOTES:LEWIS ST OVERPASS DECK REINFORCEMENT / SEQUENCECONSTRUCTIONPRELIMINARYNOT FORPLANS14'-3"
S1 #5
14'-3"
S8 #5
S9 #5
S7 BETWEEN S8
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG4.dgnalambert11/12/20191:10:02 PM11/12/2019 STRE
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PETSPR
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SIONAL ENGINEERDERETSIGERSTATEOFWASHIN
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TON18429
BG-133
FRONT FACE OF BARRIER
LC WINDOW LC WINDOW LC WINDOWLC WINDOW
1'-4"
AT 7"
2 B7 #5
3 B7 #5 AT EQ SPA
4 B7 #5 AT EQ SPA
AT 7"
2 B7 #53 B7 #5 AT EQ SPA3 B7 #5 AT EQ SPA
AT 7"
2 B7 #5
3 B7 #5 AT EQ SPA3 B7 #5 AT EQ SPA
DETAIL E
MODIFIED SPAN PILASTER
1'-4"
L
WINDOW
C SOLID L
WINDOW
C SOLID
L
WINDOW
C OPEN L
WINDOW
C OPEN
DETAIL F
SEE BG-137
PIER PILASTER
SOLID WINDOW DETAIL
OPEN WINDOW DETAIL
8"
6"4"9"2'-0"9"DETAIL G
SEE BG-137
END PILASTER
DETAIL B
SEE BG-137
SPAN PILASTER
LEWIS ST OVERPASSBARRIER DETAILS 2 OF 3SEAT "JOINT AT PAVMENT SEAT" FOR DETAILS
TYPICAL ALL JOINTS EXCEPT AT PAVEMENT SEAT
PEDESTRIAN BARRIERS
TRAFFIC BARRIERS
JOINT AT PAVEMENT SEAT DETAIL
SIDE
SIDEWALK
SIDE
SIDEWALK TYP1'-2"TYP2"TYP
1"TYP
1•"TYP1•"TYP1•"TYP1"TYP1"TYP
1"
TYP
1•"TYP1•"TYP1•"2•" TYP
1•"
1•"
1•"1•"
1"1"1•"
1'-4"TYP1•"TYP1•"1•"1•"
2'-9"
SEALANT
7‚"TYP7"TYP10"7‚"7‚"7‚"7‚"
TYP
6"
TYP
3"
1•" TYP
1" TYP
7‚"7‚"
TYP
6"
1•" TYP
1" TYP
3" TYP
TYP
2•"TYP1"TYP1"TYP
1'-6"
TYP
1'-0"TYP1"TYP1"TYP
1'-6"
TYP
1'-0"
7‚"
7‚"
7‚"
1'-6" TYP
COMPRESSED
" DIA BACKER ROD, 2
11
2'-9"
SEALANT
1'-0"
11"3'-6"5"5"•" CHAMFER, TYP
1"10"
TYP
6"
TYP
SEE BG-136
TYP
SEE BG-136
SEE BG-136, TYP
VARIESTYP
8•"
BG-136, TYP
VARIES SEE
TYP
2•"
TYP
2•"
11‚"
AT PEDESTRIAN BARRIER
WINDOW (CONCRETE FILL)
TRAFFIC BARRIER, CLOSED
OPEN WINDOW AT
SIDE
SIDEWALK
SIDE
SIDEWALK 1•" TYP10" TYP
DUMMY JOINT DETAIL
JOINT DETAIL"
SEE "DUMMYJOINT DETAIL"
SEE "DUMMY TYP•" JOINT DETAIL"
SEE "DUMMY
EACH FACE
(5) #5 x 4'-0"
TYP
JOINT DETAIL",
SEE "DUMMY
BARRIER
TYPICAL SECTION
TYPICAL JOINT DETAIL
SECTION
TAPERED END CONSTRUCTIONPRELIMINARYNOT FORPLANSSEE COMPRESSION SEAL DETAIL ON BG-131 FOR "A" DIMENSION
BEGIN APPROACHBACK OF PAVEMENT SEAT
"A"
BARRIER
APPROACH SLAB
JOINT
BRIDGE DECK
3010020
JRP
AB
DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG5.dgnalambert11/12/20191:10:13 PM11/12/2019CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSBG-136
68'-6"
71'-4ƒ"71'-5•"
23'-10‚"47'-7‚"
71'-6‡"71'-6‡"
66'-6"66'-6"
ABUT 1`
` PIER 2
` PIER 1
` PIER 3
` PIER 3
68'-6"
DECK AND APPROACH SLAB JOINT LEWIS STBARRIER LAYOUT 1 OF 22'-10"
2'-10"
1'-5…"1'-5…"
6‚"6‚"
10‚"
1'-3†"
1'-3†"
8‚"10ƒ"10ƒ"
1'-1†"
1'-3•"
9•"9•"1'-3•"
10‚"
SLAB JOINT
APPROACH
DECK AND
22'-6†"21'-3"22'-8…"22'-8…"24'-3"22'-4†"
24'-0†"24'-3"23'-3‚"23'-3‚"24'-3"24'-0•"
23'-6•"24'-0ƒ"23'-7‚"24'-3"23'-6•"
23'-7ƒ"21'-3"23'-7‚"23'-5‚"24'-3"23'-7ƒ"
23'-10‚"
1'-3ƒ"1'-3ƒ"
PIER 1
`
SPAN PILASTER, TYP
PLUMB, TYP ON GRADE, TYP
END PILASTER
SUPPORT PILASTER
PIER PILASTER
PIER SUPPORT PILASTER
ON PEDESTRIAN BARRIER
RAILROAD SCREENING
PILASTER
END APPROACH
PANEL DETAILS
DECORATIVE METAL CUTOUT
SEE UD SHEETS FOR
FOR REVIEW.
ON SHOP DRAWINGS
AND WINDOW LAYOUT
2) PROVIDE BARRIER
OF BRIDGE.
MIRROR EACH SIDE
ARCH LENGTHS.
1) FIVE DIFFERENT
NOTES:STRE
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SIONAL ENGINEERDERETSIGERSTATEOFWASHIN
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TON18429
CONSTRUCTIONPRELIMINARYNOT FORPLANS` ABUT 2
3010020
JRP
AB
DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG5.dgnalambert11/12/20191:10:14 PM11/12/2019CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSBG-137
` PIER 1ABUT 1` ` PIER 2
` PIER 3 ` ABUT 2
3
3
3
3
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
2
2 2
2
2
2 2
2 2
2
3
3
3
3
4
4
4
4
4
44
4 4
4
5
5
5
5
5
5
5
5
5
5
1 1
1 1
6
6
6
6
6
6
6
6
7
7
7
7
5
5
1
1 N6'-2"
(SEE STD PLAN E-1)
` DATE NUMERALS
(SEE STD PLAN E-1)
` DATE NUMERALS
PLAN
6'-2"LEWIS STBARRIER LAYOUT 2 OF 2TAPERED END SECTIONS
END PILASTER
PIER PILASTER
MODIFIED SPAN PILASTER
PIER SUPPORT PILASTER
SUPPORT PILASTER
SPAN PILASTER
NAME
7
6
5
4
3
2
1
#
"DETAIL H" ON BG-132
"DETAIL G" ON BG-133
"DETAIL F" ON BG-133
"DETAIL E" ON BG-133
"DETAIL D" ON BG-135
"DETAIL C" ON BG-135
"DETAIL B" ON BG-133
DETAILS
SEE "SOLID WINDOW DETAIL" ON BG-133
PEDESTRIAN BARRIER WITH SOLID WINDOWS, TYP
SEE "OPEN WINDOW DETAIL" ON BG-133
TRAFFIC BARRIER WITH OPEN WINDOWS, TYP
SEE "OPEN WINDOW DETAIL" ON BG-133
TRAFFIC BARRIER WITH OPEN WINDOWS, TYP
SEE "SOLID WINDOW DETAIL" ON BG-133
PEDESTRIAN BARRIER WITH SOLID WINDOWS, TYP
SEE "OPEN WINDOW DETAIL" ON BG-133
TRAFFIC BARRIER WITH OPEN WINDOWS, TYP
SEE "OPEN WINDOW DETAIL" ON BG-133
TRAFFIC BARRIER WITH OPEN WINDOWS, TYP
SEE "SOLID WINDOW DETAIL" ON BG-133
PEDESTRIAN BARRIER WITH SOLID WINDOWS, TYP
SEE DETAIL ON BG-133
JOINT AT BACK OF PAVEMENT SEAT
SEE DETAIL ON BG-133
TYPICAL JOINT IN BARRIERS
SEE DETAIL ON BG-133
JOINT AT BACK OF PAVEMENT SEAT
SEE DETAIL ON BG-133
TYPICAL JOINT IN BARRIERS
SEE DETAIL ON BG-133
TYPICAL JOINT IN BARRIERS
2'-10"
2'-10"
SEE "SOLID WINDOW DETAIL" ON BG-133
PEDESTRIAN BARRIER WITH SOLID WINDOWS, TYP
FOR DETAILS
SEE BG-132
SECTION, TYP
TAPERED END
FOR DETAILS
SEE BG-132
SECTION, TYP
TAPERED END
PEDESTRIAN BARRIER
RAILROAD SCREENING ON
RAILROAD SCREENING ON PEDESTRIAN BARRIER
PEDESTRIAN BARRIER
RAILROAD SCREENING ON
RAILROAD SCREENING ON PEDESTRIAN BARRIER STRE
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SIONAL ENGINEERDERETSIGERSTATEOFWASHIN
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TON18429
CONSTRUCTIONPRELIMINARYNOT FORPLANS
3010020
JRP
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DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG4.dgnalambert11/12/20191:10:18 PM11/12/2019 STRE
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TON18429
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSELEVATION
BG-13816'-6"EACH SPAN EACH SPAN EACH SPAN14'-9•" MAX 14'-9•" MAX
‚"
VARIES 66'-6" TO 71'-6‡"
‚"
‚"
DETAIL I
‚"
‚"
C E
139
B
1'-0" TYP
PROPER FIT. FIELD VERIFY.
INSTALLATION TO ENSURE
PRIOR TO DELIVERY AND
NOTE: PROVIDE SHOP FIT-UP
SEE BG-140
TYPE 2 CONNECTION, TYP
USE FASTENERS CONFORMING TO AASHTO M 164.2.
ANGLES, AND WIRE MESH CONFORMING TO AASHTO M 270 GR. 36.
USE HSS CONFORMING TO AASHTO M 270 GR. 50. USE PLATES, 1.
NOTES:
DETAIL F 10'-0"WIRE MESH
HSS 6x6x‚
HSS 16x16x‚
HSS 6x6x‚
HSS 6x10x‚
(2) ƒ"Ø BOLTS
(2) ƒ" BOLTS
ON 24" COLUMN
HSS 16x16x‚ CENTERED 14'±SEE ILLUMINATION PLAN FOR MOUNTING HEIGHTHSS 6x10x‚
SECTIONSECTION
SECTIONSECTION
SECTION A
-
C
-
B
-3"(2) ƒ"Ø BOLTS
138
138
‚"
SLOTTED BOLT HOLES
L3x4x‚ WITH Ž" x 1"
TYP
5x5x‚ BENT PLATE,
BG-138
DETAIL I
BG-139
DETAIL H
BG-139
DETAIL J BG-140
TYPE 4 CONNECTION
BG-140
TYPE 3 CONNECTION
BG-140
TYPE 1 CONNECTION, TYP
BG-139
DETAIL L
SHEET UD-9
CONNECTION, BG-140 AND
PANEL WITH TYPE 5
DECORATIVE METAL CUTOUT
BUILT-UP 24x24x…
HSS 24x24x… OR
ALL TUBES, TYP
" END PLATE ON 4
1 6"SLOTTED BOLT HOLES
EACH SIDE WITH 1"
5x5x‚ BENT PLATE
HOLES
SLOTTED BOLT
L3x4x‚ WITH 1"
ALL TUBES, TYP
" END PLATE ON 4
1
13'-0" TYP 13'-0" TYP 13'-0" TYP 12'-3" MIN 12'-3" MIN
" x 1" SLOTTED BOLT HOLES16
13
TYPE 1 CONNECTION WITH
ILLUMINATION PLANS
LUMINAIRE, SEE LEWIS ST OVERPASSRAILROAD SCREENING 1 OF 3CONSTRUCTIONPRELIMINARYNOT FORPLANSTYP
A
F
EACH
NUT AND (2) WASHERS
(2) 3/4" x 3" BOLTS WITH
TO TUBE, TYP
HEX NUT WELDED
HSS 16x16x‚"
HSS 6x6x‚
BASE PLATE, TYP
2 PIECE ALUMINUM
HSS 6x10x‚
BUILT-UP 24x24x…
HSS 24x24x… OR
BUILT-UP 24x24x…, TYP
HSS 24x24x… OR
HSS 6x6x‚
HSS 16x16x‚
BOLT, TYP
TACK WELD
138
138
MESH ‰" GAUGE, TYP
2"x2" WELDED WIRE
HSS 6x10x‚, TYP
HSS 6x6x‚, TYP
BG-138 DETAIL F
BG-139
DETAIL G
TYP EACH SIDE
(3) 1‡" SLOTTED HOLE,
AND (2) WASHERS AND
(3) ƒ"Ø BOLTS WITH NUT
TO TUBE, TYP
HEX NUT WELDED
(2) 1‡" SLOTTED HOLES
139
D K
139
JRP
AB
3010020
DDB, ADBKennewick, Washington 993362810 W. Clearwater AvenueFax: 509.736.0790Phone: 509.783.2144Suite 201DESIGN BY:
DRAWN BY:
CHECKED BY:BYAPR.DATESHEET NUMBER:DESCRIPTIONJ-U-B ENGINEERS, Inc.WRITTEN AUTHORIZATION OF WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE EXPRESS AND IS NOT TO BE USED, IN J-U-B ENGINEERS, Inc.PROPERTY OF HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED REUSE OF DRAWINGS NO.BYREVISIONAPR.DATEJ-U-B ENGINEERS, INC.www.jub.comBYAPR.DATEJUB PROJ. # :
INCH, SCALE ACCORDINGLY
AT FULL SIZE, IF NOT ONE
ONE INCHJ-U-B ENGINEERS, INC.FILE :
Engineers Surveyors Planners
LAST UPDATED:
$$$$FILENAME$$$$\\LOGAN\Public\Projects\JUB\_Kennewick Office\30-18-020 Lewis Street Overpass\CAD\Sheet\Structural\LewisStOverpass\JUB3010020_PS_BG4.dgnalambert11/12/20191:10:20 PM11/12/2019 STRE
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TON18429
CITY OF PASCO, WASHINGTONLEWIS ST. OVERPASSPOST DETAIL
BG-139
‚"
BASE PLATE DETAILTYP
COLUMN CAP
DETAIL G DETAIL H
SPACING, EDGE DISTANCE, AND BOLT DETAILS.
*SEE ILLUMINATION PLANS FOR SIZE, TYPE,
J
BUILT-UP 24x24x…
HSS 24x24x… OR
6x10x‚
HSS
‚" PLATE
HSS24x24 AS NECESSARY
CUT SHORT TO FIT INSIDE
BARRIER
"Ø ANCHOR BOLTS4
3(4)
D
-
SECTION
J
-
SECTION
139
E
-
SECTION
‚"
L
-
SECTION
CONNECTION
TYPE 3
CONNECTION
TYPE 2
DETAILS
H AND ILLUMINATION PLANS FOR
ILLUMINATION BASE BOLTS SEE DETAIL
6x10x‚
HSS
BARRIER
"Ø ANCHOR BOLTS4
3(4)
K
-
SECTION
L
139
L4x4x‚x10, TYP
2" MAX, TYP
TYP
GRIND SMOOTH,
L4x4x‚x10, TYP
2" MAX, TYP
CONNECTION
TYPE 1
‚"
PANEL
METAL CUTOUT
DECORATIVE3'-6"2"6"2"6"2"2"7"10"6"7"7"TYPE 4 CONNECTION
PANEL
METAL CUTOUT
DECORATIVE7"10"6"
AT PIERS
SLOTTED HOLES
HOLES OR 1"
(2) ‡"Ø BOLT
LEWIS ST OVERPASSRAILROAD SCREENING 2 OF 3CONSTRUCTIONPRELIMINARYNOT FORPLANS1'-11"1'-0"1"HSS 6x10x‚
EACH SIDE PLATE, TYP
(2) 7/8" BOLT HOLE
PLATE, TYP
21x3x‚ SIDE
EACH SIDE
EQUALLY SPACED
DRILLING SCREWS
STAR- HEADED SELF-
(4) ‚" RECESSED AND
PLANS FOR DETAILS
PLATE SEE ILLUMINATION
2 PIECE ALUMINUM BASE
TACK WELD, TYP
ƒ" BOLT WITH
OR "L" ANCHOR BOLT
ROD WITH (2) NUTS AND WASHER
ƒ"Ø ANCHOR BOLT OR ANCHOR
PLANS FOR DETAILS
TUBING, SEE ILLUMINATION
24x24x…
OR BUILT-UP
HSS 24x24x…
MESH ‰" GAUGE, TYP
2"x2" WELDED WIRE
PLATE
‚" SQUARE CAP
REINFORCEMENT
TYP. PILASTER
HSS 6x6x‚
2"x2" WIRE MESH
HSS 6x10x‚
PEDESTRIAN BARRIER
BARRIER
PEDESTRIAN
"L" ANCHOR BOLT
NUTS AND WASHER OR
ANCHOR ROD WITH (2)
ƒ" ANCHOR BOLT OR
TO PLATE, TYP
HEX NUT WELDED
SIDE OF BASE PLATE AT PIERS.
SLOTTED BOLT HOLES ONE
JOINT AT PIERS. PROVIDE 1"
BASE PLATE
PILASTER
SUPPORT
PLATE
1x11x11BASE
3•"3•"1•"1•" OR "L" ANCHOR BOLT
(2) NUTS AND WASHER
ANCHOR ROD WITH
ƒ" ANCHOR BOLT OR1'-9"1" TYP3"11"1'-5"3"3„"3‚"1'-4"1•"HOLES, TYP
(2) ‡"Ø BOLT 1•"ANCHOR BOLTS
(3) #4 HOOPS AROUND
BUILT UP 24x24x…
HSS 24x24x… OR
PLATE WASHER
4x4x…
1'-11"
2'-3"
Form 704Overpass; Rev. 8/17/11
1
EASEMENT AGREEMENT
Lewis Street Overpass – Pasco, Washington
(Overpass Agreement)
THIS EASEMENT AGREEMENT FOR AERIAL, BRIDGE INSPECTION AND MAINTENANCE, PIER,
AND 15-FOOT ACCESS (BRIDGE MAINTENANCE AND INSPECTION) PURPOSES ("Easement
Agreement") is made and entered into as of the ____ day of _________ 20__ ("Effective Date"), by and
between BNSF RAILWAY COMPANY, a Delaware corporation ("Grantor"), and THE CITY OF PASCO, a
Washington municipal corporation ("Grantee").
A.Grantor owns or controls certain real property situated at or near the vicinity of Pasco, County of
Franklin, State of Washington, at Mile Post 145.63, Line Segment 46, as described or depicted on Exhibit "A"
attached hereto and made a part hereof (the "Premises").
B.Grantor and Grantee have entered into that certain Overpass Agreement dated as of
____________________________ concerning improvements on or near the Premises (the “Overpass
Agreement”).
C.Grantee has requested that Grantor grant to Grantee an easement over, across, under and
upon the Premises for the Easement Purposes (as defined below).
D.Grantor has agreed to grant Grantee such easement, subject to the terms and conditions set
forth in this Easement and in the Overpass Agreement incorporated herein as if fully set forth in this instrument
which terms shall be in full force and effect for purposes of this Easement even if the Overpass Agreement is,
for whatever reason, no longer in effect.
NOW, THEREFORE, for and in consideration of the foregoing recitals which are incorporated herein,
the mutual promises contained herein, and other good and valuable consideration, the receipt and sufficiency of
which are hereby acknowledged, the parties agree as follows:
Section 1 Granting of Easement.
1.1 Easement Purposes. The "Easement Purposes" shall be for permanent aerial, bridge
inspection and maintenance, pier, and 15-foot access (bridge maintenance and inspection), as
depicted on Exhibit “A” and legally described in Exhibit “A-1”.
Any improvements to be constructed in connection with the Easement Purpose are referred to
herein as "Improvements" and shall be constructed, located, configured and maintained by
Grantee in strict accordance with the terms of this Easement Agreement and the Overpass
Agreement.
1.2 Grant. Grantor does hereby grant unto Grantee a non-exclusive easement ("Easement") over
the Premises for the Easement Purpose and for no other purpose. The Easement is granted
subject to any and all restrictions, covenants, easements, licenses, permits, leases and other
encumbrances of whatsoever nature whether or not of record, if any, relating to the Premises
and subject to all with all applicable federal, state and local laws, regulations, ordinances,
restrictions, covenants and court or administrative decisions and orders, including
Environmental Laws (defined below) and zoning laws (collectively, "Laws"). Grantor may not
make any alterations or improvements or perform any maintenance or repair activities within the
Premises except in accordance with the terms and conditions of the Overpass Agreement.
1.3 Reservations by Grantor. Grantor excepts and reserves the right, to be exercised by Grantor
and any other parties who may obtain written permission or authority from Grantor:
(a)to install, construct, maintain, renew, repair, replace, use, operate, change, modify and
relocate any existing pipe, power, communication, cable, or utility lines and
EXHIBIT B
Form 704Overpass; Rev. 8/17/11
2
appurtenances and other facilities or structures of like character (collectively, "Lines")
upon, over, under or across the Premises;
(b) to install, construct, maintain, renew, repair, replace, use, operate, change, modify and
relocate any tracks or additional facilities or structures upon, over, under or across the
Premises; and
(c) to use the Premises in any manner as the Grantor in its sole discretion deems
appropriate, provided Grantor uses all commercially reasonable efforts to avoid material
interference with the use of the Premises by Grantee for the Easement Purpose.
Section 2 Term of Easement. The term of the Easement, unless sooner terminated under provisions of
this Easement Agreement, shall be perpetual.
Section 3 No Warranty of Any Conditions of the Premises. Grantee acknowledges that Grantor has
made no representation whatsoever to Grantee concerning the state or condition of the Premises, or any
personal property located thereon, or the nature or extent of Grantor's ownership interest in the Premises.
Grantee has not relied on any statement or declaration of Grantor, oral or in writing, as an inducement to
entering into this Easement Agreement, other than as set forth herein. GRANTOR HEREBY DISCLAIMS ANY
REPRESENTATION OR WARRANTY, WHETHER EXPRESS OR IMPLIED, AS TO THE DESIGN OR
CONDITION OF ANY PROPERTY PRESENT ON OR CONSTITUTING THE PREMISES, ITS
MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE, THE QUALITY OF THE MATERIAL
OR WORKMANSHIP OF ANY SUCH PROPERTY, OR THE CONFORMITY OF ANY SUCH PROPERTY TO
ITS INTENDED USES. GRANTOR SHALL NOT BE RESPONSIBLE TO GRANTEE OR ANY OF GRANTEE'S
CONTRACTORS FOR ANY DAMAGES RELATING TO THE DESIGN, CONDITION, QUALITY, SAFETY,
MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE OF ANY PROPERTY PRESENT ON
OR CONSTITUTING THE PREMISES, OR THE CONFORMITY OF ANY SUCH PROPERTY TO ITS
INTENDED USES. GRANTEE ACCEPTS ALL RIGHTS GRANTED UNDER THIS EASEMENT AGREEMENT
IN THE PREMISES IN AN "AS IS, WHERE IS" AND "WITH ALL FAULTS" CONDITION, AND SUBJECT TO
ALL LIMITATIONS ON GRANTOR'S RIGHTS, INTERESTS AND TITLE TO THE PREMISES. Grantee has
inspected or will inspect the Premises, and enters upon Grantor's rail corridor and property with knowledge of its
physical condition and the danger inherent in Grantor's rail operations on or near the Premises. Grantee
acknowledges that this Easement Agreement does not contain any implied warranties that Grantee or Grantee's
Contractors (as hereinafter defined) can successfully construct or operate the Improvements.
Section 4 Nature of Grantor's Interest in the Premises. GRANTOR DOES NOT WARRANT ITS TITLE
TO THE PREMISES NOR UNDERTAKE TO DEFEND GRANTEE IN THE PEACEABLE POSSESSION OR
USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. In case of the eviction of Grantee by
anyone owning or claiming title to or any interest in the Premises, or by the abandonment by Grantor of the
affected rail corridor, Grantor shall not be liable to refund Grantee any compensation paid hereunder.
Section 5 Improvements. Grantee shall take, in a timely manner, all actions necessary and proper to the
lawful establishment, construction, operation, and maintenance of the Improvements, including such actions as
may be necessary to obtain any required permits, approvals or authorizations from applicable governmental
authorities. Any and all cuts and fills, excavations or embankments necessary in the construction, maintenance,
or future alteration of the Improvements shall be made and maintained in such manner, form and extent as will
provide adequate drainage of and from the adjoining lands and premises of the Grantor; and wherever any such
fill or embankment shall or may obstruct the natural and pre-existing drainage from such lands and premises of
the Grantor, the Grantee shall construct and maintain such culverts or drains as may be requisite to preserve
such natural and pre-existing drainage, and shall also wherever necessary, construct extensions of existing
drains, culverts or ditches through or along the premises of the Grantor, such extensions to be of adequate
sectional dimensions to preserve the present flowage of drainage or other waters, and of materials and
workmanship equally as good as those now existing. In the event any construction, repair, maintenance, work or
other use of the Premises by Grantee will affect any Lines, fences, buildings, improvements or other facilities
(collectively, "Other Improvements"), Grantee will be responsible at Grantee’s sole risk to locate and make any
adjustments necessary to such Other Improvements. Grantee must contact the owner(s) of the Other
Improvements notifying them of any work that may damage these Other Improvements and/or interfere with their
Form 704Overpass; Rev. 8/17/11
3
service and obtain the owner’s written approval prior to so affecting the Other Improvements. Grantee must
mark all Other Improvements on the Plans and Specifications and mark such Other Improvements in the field in
order to verify their locations. Grantee must also use all reasonable methods when working on or near Grantor
property to determine if any Other Improvements (fiber optic, cable, communication or otherwise) may exist. The
Grantee agrees to keep the above-described premises free and clear from combustible materials and to cut and
remove or cause to be cut and removed at its sole expense all weeds and vegetation on said premises, said
work of cutting and removal to be done at such times and with such frequency as to comply with Grantee and
local laws and regulations and abate any and all hazard of fire.
Section 6 Taxes and Recording Fees. Grantee shall pay when due any taxes, assessments or other
charges (collectively, "Taxes") levied or assessed upon the Improvements by any governmental or quasi-
governmental body or any Taxes levied or assessed against Grantor or the Premises that are attributable to the
Improvements. Grantee agrees to purchase, affix and cancel any and all documentary stamps in the amount
prescribed by statute, and to pay any and all required transfer taxes, excise taxes and any and all fees
incidental to recordation of the Memorandum of Easement. In the event of Grantee's failure to do so, if Grantor
shall become obligated to do so, Grantee shall be liable for all costs, expenses and judgments to or against
Grantor, including all of Grantor's legal fees and expenses.
Section 7 Environmental.
7.1 Compliance with Environmental Laws. Grantee shall strictly comply with all federal, state and
local environmental Laws in its use of the Premises, including, but not limited to, the Resource Conservation
and Recovery Act, as amended (RCRA), the Clean Water Act, the Oil Pollution Act, the Hazardous Materials
Transportation Act, the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA)
and the Toxic Substances Control Act (collectively referred to as the "Environmental Laws"). Grantee shall not
maintain a "treatment," "storage," "transfer" or "disposal" facility, or "underground storage tank," as those terms
are defined by Environmental Laws, on the Premises. Grantee shall not handle, transport, release or suffer the
release of "hazardous waste" or "hazardous substances", as "hazardous waste" and "hazardous substances"
may now or in the future be defined by any Environmental Laws.
7.2 Notice of Release. Grantee shall give Grantor immediate notice to Grantor's Resource
Operations Center at (800) 832-5452 of any release of hazardous substances on or from the Premises, violation
of Environmental Laws, or inspection or inquiry by governmental authorities charged with enforcing
Environmental Laws with respect to Grantee's use of the Premises. Grantee shall use its best efforts to
promptly respond to any release on or from the Premises. Grantee also shall give Grantor immediate notice of
all measures undertaken on behalf of Grantee to investigate, remediate, respond to or otherwise cure such
release or violation.
7.3 Remediation of Release. In the event that Grantor has notice from Grantee or otherwise of a
release or violation of Environmental Laws which occurred or may occur during the term of this Easement
Agreement, Grantor may require Grantee, at Grantee's sole risk and expense, to take timely measures to
investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises. If during
the construction or subsequent maintenance of the Improvements, soils or other materials considered to be
environmentally contaminated are exposed, Grantee will remove and safely dispose of said contaminated soils.
Determination of soils contamination and applicable disposal procedures thereof, will be made only by an
agency having the capacity and authority to make such a determination.
7.4 Preventative Measures. Grantee shall promptly report to Grantor in writing any conditions or
activities upon the Premises known to Grantee which create a risk of harm to persons, property or the
environment and shall take whatever action is necessary to prevent injury to persons or property arising out of
such conditions or activities; provided, however, that Grantee's reporting to Grantor shall not relieve Grantee of
any obligation whatsoever imposed on it by this Easement Agreement. Grantee shall promptly respond to
Grantor's request for information regarding said conditions or activities.
7.5 Evidence of Compliance. Grantee agrees periodically to furnish Grantor with proof satisfactory
to Grantor that Grantee is in compliance with this Section 7. Should Grantee not comply fully with the above-
stated obligations of this Section 7, notwithstanding anything contained in any other provision hereof, Grantor
Form 704Overpass; Rev. 8/17/11
4
may, at its option, terminate this Easement Agreement by serving five (5) days' notice of termination upon
Grantee. Upon termination, Grantee shall remove the Improvements and restore the Premises as provided in
Section 9.
Section 8 Default and Termination.
8.1 Grantor's Performance Rights. If at any time Grantee, or Grantee's Contractors, fails to properly
perform its obligations under this Easement Agreement, Grantor, in its sole discretion, may: (i) seek specific
performance of the unperformed obligations, or (ii) at Grantee's sole cost, may arrange for the performance of
such work as Grantor deems necessary for the safety of its rail operations, activities and property, or to avoid or
remove any interference with the activities or property of Grantor, or anyone or anything present on the rail
corridor or property with the authority or permission of Grantor. Grantee shall promptly reimburse Grantor for all
costs of work performed on Grantee's behalf upon receipt of an invoice for such costs. Grantor's failure to
perform any obligations of Grantee or Grantee's Contractors shall not alter the liability allocation set forth in this
Easement Agreement.
8.2 Abandonment. Grantor may, at its option, terminate this Easement Agreement by serving five
(5) days' notice in writing upon Grantee if Grantee should abandon or cease to use the Premises for the
Easement Purpose. Any waiver by Grantor of any default or defaults shall not constitute a waiver of the right to
terminate this Easement Agreement for any subsequent default or defaults, nor shall any such waiver in any
way affect Grantor's ability to enforce any section of this Easement Agreement.
8.3 Effect of Termination or Expiration. Neither termination nor expiration will release Grantee from
any liability or obligation under this Easement, whether of indemnity or otherwise, resulting from any acts,
omissions or events happening prior to the date of termination or expiration, or, if later, the date the Premises
are restored as required by Section 9.
8.4 Non-exclusive Remedies. The remedies set forth in this Section 8 shall be in addition to, and
not in limitation of, any other remedies that Grantor may have under the Overpass Agreement, at law or in
equity.
Section 9 Surrender of Premises.
9.1 Removal of Improvements and Restoration. Upon termination of this Easement Agreement,
whether by abandonment of the Easement or by the exercise of Grantor's termination rights hereunder, Grantee
shall, at its sole cost and expense, immediately perform the following:
(a) remove all or such portion of Grantee's Improvements and all appurtenances
thereto from the Premises, as Grantor directs at Grantor's sole discretion;
(b) repair and restore any damage to the Premises arising from, growing out of, or
connected with Grantee's use of the Premises;
(c) remedy any unsafe conditions on the Premises created or aggravated by
Grantee; and
(d) leave the Premises in the condition which existed as of the Effective Date.
9.2 Limited License for Entry. If this Easement Agreement is terminated, Grantor may direct
Grantee to undertake one or more of the actions set forth above, at Grantee's sole cost, in which case Grantee
shall have a limited license to enter upon the Premises to the extent necessary to undertake the actions directed
by Grantor. The terms of this limited license include all of Grantee's obligations under this Easement
Agreement. Termination will not release Grantee from any liability or obligation under this Easement Agreement,
whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of
termination, or, if later, the date when Grantee's Improvements are removed and the Premises are restored to
the condition that existed as of the Effective Date. If Grantee fails to surrender the Premises to Grantor upon
any termination of the Easement, all liabilities and obligations of Grantee hereunder shall continue in effect until
Form 704Overpass; Rev. 8/17/11
5
the Premises are surrendered.
Section 10 Liens. Grantee shall promptly pay and discharge any and all liens arising out of any
construction, alterations or repairs done, suffered or permitted to be done by Grantee on the Premises or
attributable to Taxes that are the responsibility of Grantee pursuant to Section 6. Grantor is hereby authorized
to post any notices or take any other action upon or with respect to the Premises that is or may be permitted by
Law to prevent the attachment of any such liens to any portion of the Premises; provided, however, that failure
of Grantor to take any such action shall not relieve Grantee of any obligation or liability under this Section 10 or
any other section of this Easement Agreement.
Section 11 Tax Exchange. Grantor may assign its rights (but not its obligations) under this Easement
Agreement to Goldfinch Exchange Company LLC, an exchange intermediary, in order for Grantor to effect an
exchange under Section 1031 of the Internal Revenue Code. In such event, Grantor shall provide Grantee with
a Notice of Assignment, attached as Exhibit G, and Grantee shall execute an acknowledgement of receipt of
such notice.
Section 12 Notices. Any notice required or permitted to be given hereunder by one party to the other shall
be delivered in the manner set forth in the Overpass Agreement. Notices to Grantor under this Easement shall
be delivered to the following address: BNSF Railway Company, Real Estate Department, 2500 Lou Menk Drive,
Ft. Worth, TX 76131, Attn: Permits, or such other address as Grantor may from time to time direct by notice to
Grantee.
Section 13 Recordation. It is understood and agreed that this Easement Agreement shall not be in
recordable form and shall not be placed on public record and any such recording shall be a breach of this
Easement Agreement. Grantor and Grantee shall execute a Memorandum of Easement in the form attached
hereto as Exhibit "B" (the "Memorandum of Easement") subject to changes required, if any, to conform such
form to local recording requirements. Once Grantor and Grantee have approved the legal descriptions, Grantor
and Grantee shall execute a Memorandum of Easement in the form attached hereto as Exhibit "B" (the
"Memorandum of Easement"). The Memorandum of Easement shall be recorded in the real estate records in
the county where the Premises are located. If a Memorandum of Easement is not executed by the parties and
recorded as described above within thirty (60) days of the Effective Date, Grantor shall have the right to
terminate this Easement Agreement upon notice to Grantee.
Section 14 Miscellaneous.
14.1 All questions concerning the interpretation or application of provisions of this Easement
Agreement shall be decided according to the substantive Laws of the State of Washington without regard to
conflicts of law provisions.
14.2 In the event that Grantee consists of two or more parties, all the covenants and agreements of
Grantee herein contained shall be the joint and several covenants and agreements of such parties. This
instrument and all of the terms, covenants and provisions hereof shall inure to the benefit of and be binding
upon each of the parties hereto and their respective legal representatives, successors and assigns and shall run
with and be binding upon the Premises.
14.3 If any action at law or in equity is necessary to enforce or interpret the terms of this Easement
Agreement, the prevailing party or parties shall be entitled to reasonable attorneys' fees, costs and necessary
disbursements in addition to any other relief to which such party or parties may be entitled.
14.4 If any provision of this Easement Agreement is held to be illegal, invalid or unenforceable under
present or future Laws, such provision will be fully severable and this Easement Agreement will be construed
and enforced as if such illegal, invalid or unenforceable provision is not a part hereof, and the remaining
provisions hereof will remain in full force and effect. In lieu of any illegal, invalid or unenforceable provision
herein, there will be added automatically as a part of this Easement Agreement a provision as similar in its terms
to such illegal, invalid or unenforceable provision as may be possible and be legal, valid and enforceable.
Form 704Overpass; Rev. 8/17/11
6
14.5 This Easement Agreement is the full and complete agreement between Grantor and Grantee
with respect to all matters relating to Grantee's use of the Premises, and supersedes any and all other
agreements between the parties hereto relating to Grantee's use of the Premises as described herein. However,
nothing herein is intended to terminate any surviving obligation of Grantee or Grantee's obligation to defend and
hold Grantor harmless in any prior written agreement between the parties.
14.6 Time is of the essence for the performance of this Easement Agreement.
ADMINISTRATIVE FEE
15. Grantee acknowledges that a material consideration for this agreement, without which it would not
be made, is the agreement between Grantee and Grantor, that the Grantee shall pay upon return of this
Agreement signed by Grantee to Grantor's Broker a processing fee in the amount of $2,000.00 over and above
the agreed upon Acquisition Price. Said fee shall be made payable to BNSF Railway Company by a separate
check.
[Signature page follows]
Form 704Overpass; Rev. 8/17/11
7
Witness the execution of this Easement Agreement as of the date first set forth above.
GRANTOR:
BNSF RAILWAY COMPANY, a Delaware corporation
By:
Name:
Title:
GRANTEE:
THE CITY OF PASCO, a Washington municipal corporation
By:
Name:
Title:
EXHIBIT "A"
EXHIBIT “A-1”
Legal Description Included In Executed Easement Agreement
EXHIBIT “B”
MEMORANDUM OF EASEMENT
MEMORANDUM OF EASEMENT
THIS MEMORANDUM OF EASEMENT is hereby executed this ________ day
of_________________, 20__, by and between BNSF RAILWAY COMPANY, a Delaware
corporation ("Grantor"), whose address for purposes of this instrument is 2500 Lou Menk Drive,
Fort Worth, Texas 76131, and THE CITY OF PASCO, a Washington municipal corporation
("Grantee"), whose address for purposes of this instrument is - 525 N 3rd Avenue, Pasco, WA
99301, which terms "Grantor" and "Grantee" shall include, wherever the context permits or
requires, singular or plural, and the heirs, legal representatives, successors and assigns of the
respective parties:
WITNESSETH:
WHEREAS, Grantor owns or controls certain real property situated in Franklin County,
Washington as described or depicted on Exhibit "A-1" attached hereto and incorporated herein by
reference (the "Premises');
WHEREAS, Grantor and Grantee entered into an Easement Agreement, dated
_____________________________, 20__ (the "Easement Agreement") which set forth, among
other things, the terms of an easement granted by Grantor to Grantee over and across the
Premises (the "Easement"); and
WHEREAS, Grantor and Grantee desire to memorialize the terms and conditions of the
Easement Agreement of record.
For valuable consideration the receipt and sufficiency of which are hereby acknowledged,
Grantor does grant unto Grantee and Grantee does hereby accept from Grantor the Easement
over and across the Premises.
The term of the Easement, unless sooner terminated under provisions of the Easement
Agreement, shall be perpetual.
All the terms, conditions, provisions and covenants of the Easement Agreement are
incorporated herein by this reference for all purposes as though written out at length herein, and
both the Easement Agreement and this Memorandum of Easement shall be deemed to constitute a
single instrument or document. This Memorandum of Easement is not intended to amend, modify,
supplement, or supersede any of the provisions of the Easement Agreement and, to the extent
there may be any conflict or inconsistency between the Easement Agreement or this Memorandum
of Easement, the Easement Agreement shall control.
2
IN WITNESS WHEREOF, Grantor and Grantee have executed this Memorandum of
Easement to as of the date and year first above written.
GRANTOR:
BNSF RAILWAY COMPANY, a Delaware
corporation
By:
Name:
Title:
STATE OF TEXAS §
§
COUNTY OF TARRANT §
This instrument was acknowledged before me on the ______ day of _________________, 20__,
by ______________________________ (name) as
___________________________________(title) of BNSF RAILWAY COMPANY, a Delaware
corporation.
Notary Public
My appointment expires:
(Seal)
3
GRANTEE:
THE CITY OF PASCO, a Washington municipal
corporation
By:
Name:
Title:
STATE OF _______________ §
§
COUNTY OF _____________ §
This instrument was acknowledged before me on the ______ day of _______________________,
20__, by ___________________________________ (name) as
______________________________(title) of ___________________________________, a
________________________________________.
Notary Public
My appointment expires:
(Seal)
4
EXHIBIT "A-1"
Legal Description Included In Executed Easement Agreement
EXHIBIT "C"
CONTRACTOR REQUIREMENTS
1.01 General:
• 1.01.01 The Contractor must cooperate with BNSF RAILWAY COMPANY, hereinafter
referred to as "Railway" where work is over or under on or adjacent to Railway property
and/or right-of-way, hereafter referred to as "Railway Property", during the construction of
the Lewis Street Overpass.
• 1.01.02 The Contractor must execute and deliver to the Railway duplicate copies of the
Exhibit “C-1” Agreement, in the form attached hereto, obligating the Contractor to provide and
maintain in full force and effect the insurance called for under Section 3 of said Exhibit “C-1”.
Questions regarding procurement of the Railroad Protective Liability Insurance should be
directed to Rosa Martinez at Marsh, USA, 214-303-8519.
• 1.01.03 The Contractor must plan, schedule and conduct all work activities so as not to
interfere with the movement of any trains on Railway Property.
• 1.01.04 The Contractor's right to enter Railway's Property is subject to the absolute right
of Railway to cause the Contractor's work on Railway's Property to cease if, in the opinion of
Railway, Contractor's activities create a hazard to Railway's Property, employees, and/or
operations. Railway will have the right to stop construction work on the Project if any of the
following events take place: (i) Contractor (or any of its subcontractors) performs the Project
work in a manner contrary to the plans and specifications approved by Railway; (ii) Contractor
(or any of its subcontractors), in Railway’s opinion, prosecutes the Project work in a manner
which is hazardous to Railway property, facilities or the safe and expeditious movement of
railroad traffic; (iii) the insurance described in the attached Exhibit C-1 is canceled during the
course of the Project; or (iv) Contractor fails to pay Railway for the Temporary Construction
License or the Easement. The work stoppage will continue until all necessary actions are
taken by Contractor or its subcontractor to rectify the situation to the satisfaction of Railway’s
Division Engineer or until additional insurance has been delivered to and accepted by Railway.
In the event of a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii)
the Easement, Railway may immediately terminate the Temporary Construction License or
the Easement. Any such work stoppage under this provision will not give rise to any liability
on the part of Railway. Railway’s right to stop the work is in addition to any other rights Railway
may have including, but not limited to, actions or suits for damages or lost profits. In the event
that Railway desires to stop construction work on the Project, Railway agrees to immediately
notify the following individual in writing:
_______________________
_______________________
_______________________
_______________________
• 1.01.05 The Contractor is responsible for determining and complying with all Federal, State
and Local Governmental laws and regulations, including, but not limited to environmental laws
and regulations (including but not limited to the Resource Conservation and Recovery Act, as
amended; the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation
Act, CERCLA), and health and safety laws and regulations. The Contractor hereby
indemnifies, defends and holds harmless Railway for, from and against all fines or penalties
imposed or assessed by Federal, State and Local Governmental Agencies against the
Railway which arise out of Contractor's work under this Agreement.
• 1.01.06 The Contractor must notify Agency at and Railway's Manager Public
Projects, telephone number (206) 625-6152 at least thirty (30) calendar days before
commencing any work on Railway Property. Contractor’s notification to Railway must refer to
Railway's file ___________.
• 1.01.07 For any bridge demolition and/or falsework above any tracks or any excavations
located with any part of the excavations located within, whichever is greater, twenty-five (25)
feet of the nearest track or intersecting a slope from the plane of the top of rail on a 2 horizontal
to 1 vertical slope beginning at eleven (11) feet from centerline of the nearest track, both
measured perpendicular to center line of track, the Contractor must furnish the Railway five
sets of working drawings showing details of construction affecting Railway Property and
tracks. The working drawing must include the proposed method of installation and removal of
falsework, shoring or cribbing, not included in the contract plans and two sets of structural
calculations of any falsework, shoring or cribbing. For all excavation and shoring submittal
plans, the current “BNSF-UPRR Guidelines for Temporary Shoring” must be used for
determining the design loading conditions to be used in shoring design, and all calculations
and submittals must be in accordance with the current “BNSF-UPRR Guidelines for
Temporary Shoring”. All submittal drawings and calculations must be stamped by a registered
professional engineer licensed to practice in the state the project is located. All calculations
must take into consideration railway surcharge loading and must be designed to meet
American Railway Engineering and Maintenance-of-Way Association (previously known as
American Railway Engineering Association) Coopers E-80 live loading standard. All drawings
and calculations must be stamped by a registered professional engineer licensed to practice
in the state the project is located. The Contractor must not begin work until notified by the
Railway that plans have been approved. The Contractor will be required to use lifting devices
such as, cranes and/or winches to place or to remove any falsework over Railway's tracks. In
no case will the Contractor be relieved of responsibility for results obtained by the
implementation of said approved plans.
• 1.01.08 Subject to the movement of Railway's trains, Railway will cooperate with the
Contractor such that the work may be handled and performed in an efficient manner. The
Contractor will have no claim whatsoever for any type of damages or for extra or additional
compensation in the event his work is delayed by the Railway.
1.02 Contractor Safety Orientation
• 1.02.01 No employee of the Contractor, its subcontractors, agents or invitees may enter
Railway Property without first having completed Railway’s Engineering Contractor
Safety Orientation, found on the web site www.BNSFContractor.com. The Contractor
must ensure that each of its employees, subcontractors, agents or invitees completes
Railway’s Engineering Contractor Safety Orientation through internet sessions before
any work is performed on the Project. Additionally, the Contractor must ensure that
each and every one of its employees, subcontractors, agents or invitees possesses a
card certifying completion of the Railway Contractor Safety Orientation before entering
Railway Property. The Contractor is responsible for the cost of the Railway Contractor
Safety Orientation. The Contractor must renew the Railway Contractor Safety
Orientation annually. Further clarification can be found on the web site or from the
Railway’s Representative.
1.03 Railway Requirements
• 1.03.01 The Contractor must take protective measures as are necessary to keep railway
facilities, including track ballast, free of sand, debris, and other foreign objects and materials
resulting from his operations. Any damage to railway facilities resulting from Contractor's
operations will be repaired or replaced by Railway and the cost of such repairs or replacement
must be paid for by the Agency.
• 1.03.02 The Contractor must notify the Railway's Division Engineer Wesley Pruitt at 509-
536-2545 and provide blasting plans to the Railway for review seven (7) calendar days prior
to conducting any blasting operations adjacent to or on Railway's Property.
• 1.03.03 The Contractor must abide by the following temporary clearances during
construction:
15’-0” Horizontally from centerline of nearest track
21’-6” Vertically above top of rail
27'-0" Vertically above top of rail for electric wires carrying less than 750 volts
28'-0" Vertically above top of rail for electric wires carrying 750 volts to 15,000
volts
30'-0" Vertically above top of rail for electric wires carrying 15,000 volts to 20,000
volts
34'-0" Vertically above top of rail for electric wires carrying more than 20,000 volts
• 1.03.04 Upon completion of construction, the following clearances shall be maintained:
25’ Horizontally from centerline of nearest track
23’ 6” Vertically above top of rail
• 1.03.05 Any infringement within State statutory clearances due to the Contractor's
operations must be submitted to the Railway and to the Agency and must not be undertaken
until approved in writing by the Railway, and until the Agency has obtained any necessary
authorization from the State Regulatory Authority for the infringement. No extra compensation
will be allowed in the event the Contractor's work is delayed pending Railway approval, and/or
the State Regulatory Authority's approval.
• 1.03.06 In the case of impaired vertical clearance above top of rail, Railway will have the
option of installing tell-tales or other protective devices Railway deems necessary for
protection of Railway operations. The cost of tell-tales or protective devices will be borne by
the Agency.
• 1.03.07 The details of construction affecting the Railway's Property and tracks not included
in the contract plans must be submitted to the Railway by Agency for approval before work is
undertaken and this work must not be undertaken until approved by the Railway.
• 1.03.08 At other than public road crossings, the Contractor must not move any equipment
or materials across Railway's tracks until permission has been obtained from the Railway. The
Contractor must obtain a "Temporary Construction Crossing Agreement" from the Railway
prior to moving his equipment or materials across the Railways tracks. The temporary crossing
must be gated and locked at all times when not required for use by the Contractor. The
temporary crossing for use of the Contractor will be constructed and, at the completion of the
project, removed at the expense of the Contractor.
• 1.03.09 Discharge, release or spill on the Railway Property of any hazardous substances,
oil, petroleum, constituents, pollutants, contaminants, or any hazardous waste is prohibited
and Contractor must immediately notify the Railway's Resource Operations Center at 1(800)
832-5452, of any discharge, release or spills in excess of a reportable quantity. Contractor
must not allow Railway Property to become a treatment, storage or transfer facility as those
terms are defined in the Resource Conservation and Recovery Act or any state analogue.
• 1.03.10 The Contractor upon completion of the work covered by this contract, must
promptly remove from the Railway's Property all of Contractor's tools, equipment, implements
and other materials, whether brought upon said property by said Contractor or any
Subcontractor, employee or agent of Contractor or of any Subcontractor, and must cause
Railway's Property to be left in a condition acceptable to the Railway's representative.
1.04 Contractor Roadway Worker on Track Safety Program and Safety Action
Plan:
• 1.04.01 Each Contractor that will perform work within 25 feet of the centerline of a track
must develop and implement a Roadway Worker Protection/On Track Safety Program and
work with Railway Project Representative to develop an on track safety strategy as described
in the guidelines listed in the on track safety portion of the Safety Orientation. This Program
must provide Roadway Worker protection/on track training for all employees of the Contractor,
its subcontractors, agents or invitees. This training is reinforced at the job site through job
safety briefings. Additionally, each Contractor must develop and implement the Safety Action
Plan, as provided for on the web site www.BNSFContractor.com, which will be made
available to Railway prior to commencement of any work on Railway Property. During the
performance of work, the Contractor must audit its work activities. The Contractor must
designate an on-site Project Supervisor who will serve as the contact person for the Railway
and who will maintain a copy of the Safety Action Plan, safety audits, and Material Safety
Datasheets (MSDS), at the job site.
• 1.04.02 Contractor shall have a background investigation performed on all of its
employees, subcontractors and agents who will be performing any services for Railroad under
this Agreement which are determined by Railroad in its sole discretion a) to be on Railroad’s
property, or b) that require access to Railroad Critical Infrastructure, Railroad Critical
Information Systems, Railroad’s Employees, Hazardous Materials on Railroad’s property or
is being transported by or otherwise in the custody of Railroad, or Freight in Transit involving
Railroad.
The required background screening shall at a minimum meet the rail industry background
screening criteria defined by the e-RAILSAFE Program as outlined at www.everifile.com, in
addition to any other applicable regulatory requirements.
Contractor shall obtain written consent from all its employees, subcontractors or agents
screened in compliance with the e-RAILSAFE Program to participate in the Program on their
behalf and to release completed background information to Railroad’s designee. Contractor
shall be subject to periodic audit to ensure compliance.
Contractor subject to the e-RAILSAFE Program hereunder shall not permit any of its
employees, subcontractors or agents to perform services hereunder who are not first
approved under e-RAILSAFE Program standards. Railroad shall have the right to deny entry
onto its premises or access as described in this section above to any of Contractor's
employees, subcontractors or agents who do not display the authorized identification badge
issued by a background screening service meeting the standards set forth in the e-RAILSAFE
Program, or who in Railroad's opinion, which may not be unreasonable, may pose a threat to
the safety or security of Railroad's operations, assets or personnel.
Contractors shall be responsible for ensuring that its employees, subcontractors and agents
are United States citizens or legally working in the United States under a lawful and
appropriate work VISA or other work authorization.
1.05 Railway Flagger Services:
• 1.05.01 The Contractor must give Railway’s Roadmaster (telephone 406-256-4079) a
minimum of thirty (30) calendar days advance notice when flagging services will be required
so that the Roadmaster can make appropriate arrangements (i.e., bulletin the flagger’s
position). If flagging services are scheduled in advance by the Contractor and it is
subsequently determined by the parties hereto that such services are no longer necessary,
the Contractor must give the Roadmaster five (5) working days advance notice so that
appropriate arrangements can be made to abolish the position pursuant to union
requirements.
• 1.05.02 Unless determined otherwise by Railway’s Project Representative, Railway flagger
will be required and furnished when Contractor’s work activities are located over, under and/or
within twenty-five (25) feet measured horizontally from centerline of the nearest track and
when cranes or similar equipment positioned beyond 25-feet from the track centerline could
foul the track in the event of tip over or other catastrophic occurrence, but not limited thereto
for the following conditions:
• 1.05.02a When, upon inspection by Railway’s Representative, other
conditions warrant.
• 1.05.02b When any excavation is performed below the bottom of tie
elevation, if, in the opinion of Railway's representative, track or other Railway
facilities may be subject to movement or settlement.
• 1.05.02c When work in any way interferes with the safe operation of trains at
timetable speeds.
• 1.05.02d When any hazard is presented to Railway track, communications,
signal, electrical, or other facilities either due to persons, material, equipment
or blasting in the vicinity.
• 1.05.02e Special permission must be obtained from the Railway before
moving heavy or cumbersome objects or equipment which might result in
making the track impassable.
• 1.05.03 Flagging services will be performed by qualified Railway flaggers.
• 1.05.03a Flagging crew generally consists of one employee. However,
additional personnel may be required to protect Railway Property and
operations, if deemed necessary by the Railways Representative.
• 1.05.03b Each time a flagger is called, the minimum period for billing will be
the eight (8) hour basic day.
• 1.05.03c The cost of flagger services provided by the Railway will be borne
by Agency. The estimated cost for one (1) flagger is approximately between
$800.00-$1,600.00 for an eight (8) hour basic day with time and one-half or
double time for overtime, rest days and holidays. The estimated cost for each
flagger includes vacation allowance, paid holidays, Railway and
unemployment insurance, public liability and property damage insurance,
health and welfare benefits, vehicle, transportation, meals, lodging, radio,
equipment, supervision and other costs incidental to performing flagging
services. Negotiations for Railway labor or collective bargaining agreements
and rate changes authorized by appropriate Federal authorities may increase
actual or estimated flagging rates. THE FLAGGING RATE IN EFFECT AT
THE TIME OF PERFORMANCE BY THE CONTRACTOR HEREUNDER
WILL BE USED TO CALCULATE THE ACTUAL COSTS OF FLAGGING
PURSUANT TO THIS PARAGRAPH.
• 1.05.03d The average train traffic on this route is ______ freight trains per
24-hour period at a timetable speed ______ MPH and ______ passenger
trains at a timetable speed of ______ MPH.
1.06 Contractor General Safety Requirements
• 1.06.01 Work in the proximity of railway track(s) is potentially hazardous where movement
of trains and equipment can occur at any time and in any direction. All work performed by
contractors within 25 feet of any track must be in compliance with FRA Roadway Worker
Protection Regulations.
• 1.06.02 Before beginning any task on Railway Property, a thorough job safety briefing must
be conducted with all personnel involved with the task and repeated when the personnel or
task changes. If the task is within 25 feet of any track, the job briefing must include the
Railway's flagger, as applicable, and include the procedures the Contractor will use to protect
its employees, subcontractors, agents or invitees from moving any equipment adjacent to or
across any Railway track(s).
• 1.06.03 Workers must not work within 25 feet of the centerline of any track without an on
track safety strategy approved by the Railway’s Project Representative. When authority is
provided, every contractor employee must know: (1) who the Railway flagger is, and how to
contact the flagger, (2) limits of the authority, (3) the method of communication to stop and
resume work, and (4) location of the designated places of safety. Persons or equipment
entering flag/work limits that were not previously job briefed, must notify the flagger
immediately, and be given a job briefing when working within 25 feet of the center line of track.
• 1.06.04 When Contractor employees are required to work on the Railway Property after
normal working hours or on weekends, the Railway's representative in charge of the project
must be notified. A minimum of two employees must be present at all times.
• 1.06.05 Any employees, agents or invitees of Contractor or its subcontractors under
suspicion of being under the influence of drugs or alcohol, or in the possession of same, will
be removed from the Railway's Property and subsequently released to the custody of a
representative of Contractor management. Future access to the Railway's Property by that
employee will be denied.
• 1.06.06 Any damage to Railway Property, or any hazard noticed on passing trains must be
reported immediately to the Railway's representative in charge of the project. Any vehicle or
machine which may come in contact with track, signal equipment, or structure (bridge) and
could result in a train derailment must be reported immediately to the Railway representative
in charge of the project and to the Railway's Resource Operations Center at 1(800) 832-5452.
Local emergency numbers are to be obtained from the Railway representative in charge of
the project prior to the start of any work and must be posted at the job site.
• 1.06.07 For safety reasons, all persons are prohibited from having pocket knives, firearms
or other deadly weapons in their possession while working on Railway's Property.
• 1.06.08 All personnel protective equipment (PPE) used on Railway Property must meet
applicable OSHA and ANSI specifications. Current Railway personnel protective equipment
requirements are listed on the web site, www.BNSFContractor.com, however, a partial list
of the requirements include: a) safety glasses with permanently affixed side shields (no yellow
lenses); b) hard hats; c) safety shoe with: hardened toes, above-the-ankle lace-up and a
defined heel; and d) high visibility retro-reflective work wear. The Railway’s representative in
charge of the project is to be contacted regarding local specifications for meeting requirements
relating to hi-visibility work wear. Hearing protection, fall protection, gloves, and respirators
must be worn as required by State and Federal regulations. (NOTE – Should there be a
discrepancy between the information contained on the web site and the information in
this paragraph, the web site will govern.)
• 1.06.09 THE CONTRACTOR MUST NOT PILE OR STORE ANY MATERIALS,
MACHINERY OR EQUIPMENT CLOSER THAN 25'-0" TO THE CENTER LINE OF THE
NEAREST RAILWAY TRACK. MATERIALS, MACHINERY OR EQUIPMENT MUST NOT
BE STORED OR LEFT WITHIN 250 FEET OF ANY HIGHWAY/RAIL AT-GRADE
CROSSINGS OR TEMPORARY CONSTRUCTION CROSSING, WHERE STORAGE OF
THE SAME WILL OBSTRUCT THE VIEW OF A TRAIN APPROACHING THE CROSSING.
PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST ESTABLISH A STORAGE
AREA WITH CONCURRENCE OF THE RAILWAY'S REPRESENTATIVE.
• 1.06.10 Machines or vehicles must not be left unattended with the engine running. Parked
machines or equipment must be in gear with brakes set and if equipped with blade, pan or
bucket, they must be lowered to the ground. All machinery and equipment left unattended on
Railway's Property must be left inoperable and secured against movement. (See internet
Engineering Contractor Safety Orientation program for more detailed specifications)
• 1.06.11 Workers must not create and leave any conditions at the work site that would
interfere with water drainage. Any work performed over water must meet all Federal, State
and Local regulations.
• 1.06.12 All power line wires must be considered dangerous and of high voltage unless
informed to the contrary by proper authority. For all power lines the minimum clearance
between the lines and any part of the equipment or load must be; 200 KV or below - 15 feet;
200 to 350 KV - 20 feet; 350 to 500 KV - 25 feet; 500 to 750 KV - 35 feet; and 750 to 1000
KV - 45 feet. If capacity of the line is not known, a minimum clearance of 45 feet must be
maintained. A person must be designated to observe clearance of the equipment and give a
timely warning for all operations where it is difficult for an operator to maintain the desired
clearance by visual means.
1.07 Excavation:
• 1.07.01 Before excavating, the Contractor must determine whether any underground pipe
lines, electric wires, or cables, including fiber optic cable systems are present and located
within the Project work area. The Contractor must determine whether excavation on Railway’s
Property could cause damage to buried cables resulting in delay to Railway traffic and
disruption of service to users. Delays and disruptions to service may cause business
interruptions involving loss of revenue and profits. Before commencing excavation, the
Contractor must contact BNSF’s Field Engineering Representative (Bruce Sparling). All
underground and overhead wires will be considered HIGH VOLTAGE and dangerous until
verified with the company having ownership of the line. It is the Contractor's responsibility
to notify any other companies that have underground utilities in the area and arrange
for the location of all underground utilities before excavating.
• 1.07.02 The Contractor must cease all work and notify the Railway immediately before
continuing excavation in the area if obstructions are encountered which do not appear on
drawings. If the obstruction is a utility and the owner of the utility can be identified, then the
Contractor must also notify the owner immediately. If there is any doubt about the location of
underground cables or lines of any kind, no work must be performed until the exact location
has been determined. There will be no exceptions to these instructions.
• 1.07.03 All excavations must be conducted in compliance with applicable OSHA
regulations and, regardless of depth, must be shored where there is any danger to tracks,
structures or personnel.
• 1.07.04 Any excavations, holes or trenches on the Railway's Property must be covered,
guarded and/or protected when not being worked on. When leaving work site areas at night
and over weekends, the areas must be secured and left in a condition that will ensure that
Railway employees and other personnel who may be working or passing through the area are
protected from all hazards. All excavations must be back filled as soon as possible.
1.08 Hazardous Waste, Substances and Material Reporting:
• 1.08.01 If Contractor discovers any hazardous waste, hazardous substance, petroleum or
other deleterious material, including but not limited to any non-containerized commodity or
material, on or adjacent to Railway's Property, in or near any surface water, swamp, wetlands
or waterways, while performing any work under this Agreement, Contractor must immediately:
(a) notify the Railway's Resource Operations Center at 1(800) 832-5452, of such discovery:
(b) take safeguards necessary to protect its employees, subcontractors, agents and/or third
parties: and (c) exercise due care with respect to the release, including the taking of any
appropriate measure to minimize the impact of such release.
1.09 Personal Injury Reporting
• 1.09.01 The Railway is required to report certain injuries as a part of compliance with
Federal Railroad Administration (FRA) reporting requirements. Any personal injury sustained
by an employee of the Contractor, subcontractor or Contractor's invitees while on the
Railway's Property must be reported immediately (by phone mail if unable to contact in
person) to the Railway's representative in charge of the project. The Non-Employee Personal
Injury Data Collection Form contained herein is to be completed and sent by Fax to the
Railway at 1(817) 352-7595 and to the Railway’s Project Representative no later than the
close of shift on the date of the injury.
NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION
(If injuries are in connection with rail equipment accident/incident, highway rail grade crossing accident or automobile
accident, ensure that appropriate information is obtained, forms completed and that data entry personnel are aware that
injuries relate to that specific event.)
Injured Person Type:
Passenger on train (C) Non-employee (N)
(i.e., emp of another railroad, or, non-BNSF emp involved in vehicle accident, including
company vehicles)
Contractor/safety sensitive (F) Contractor/non-safety sensitive (G)
Volunteer/safety sensitive (H) Volunteer/other non-safety sensitive (I)
Non-trespasser (D) - to include highway users involved in highway rail grade crossing accidents who did not
go around or through gates
Trespasser (E) - to include highway users involved in highway rail grade crossing accidents who went around
or through gates
Non-trespasser (J) - Off railroad property
If train involved, Train ID:
________________________________
Transmit attached information to Accident/Incident Reporting Center by:
Fax 1-817-352-7595 or by Phone 1-800-697-6736 or email to: Accident-Reporting.Center@BNSF.com
Officer Providing Information:
(Name) (Employee No.) (Phone #)
REPORT PREPARED TO COMPLY WITH FEDERAL ACCIDENT REPORTING REQUIREMENTS AND PROTECTED FROM
DISCLOSURE PURSUANT TO 49 U.S.C. 20903 AND 83 U.S.C. 490
NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION
INFORMATION REQUIRED TO BE COLLECTED PURSUANT TO FEDERAL REGULATION. IT SHOULD BE USED FOR COMPLIANCE WITH FEDERAL REGULATIONS ONLY AND IT IS NOT
INTENDED TO PRESUME ACCEPTANCE OF RESPONSIBILITY OR LIABILITY.
1. Accident City/St: 2. Date: Time:
County: 3. Temperature: 4. Weather:
(if non BNSF location)
Mile Post / Line Segment:
5. Driver’s License No (and state) or other ID: SSN (required):
6. Name (last, first, mi):
7. Address: City: St: Zip:
8. Date of Birth: and/or Age: Gender:
(if available)
Phone Number: Employer:
9. Injury: 10. Body Part:
(i.e., Laceration, etc.) (i.e., Hand, etc.)
11. Description of Accident (To include location, action, result, etc.):
12. Treatment:
First Aid Only
Required Medical Treatment
Other Medical Treatment
13. Dr. Name: Date:
14. Dr. Address:
Street: City: St: Zip:
15. Hospital Name:
16. Hospital Address:
Street: City: St: Zip:
17. Diagnosis:
REPORT PREPARED TO COMPLY WITH FEDERAL ACCIDENT REPORTING REQUIREMENTS
AND PROTECTED FROM DISCLOSURE PURSUANT TO 49 U.S.C. 20903 AND 83 U.S.C. 490
EXHIBIT "C-1"
Agreement Between
BNSF RAILWAY COMPANY
and the
CONTRACTOR
Railway File: _______________________________
Agency Project: _______________________________
[Insert contractor’s legal name here](hereinafter called “Contractor”), has entered into an agreement
(hereinafter called “Agreement”) dated ______________, 2020, [insert the date of the contract between the
Agency and the Contractor here] with City of Pasco for the performance of certain work in connection with
the following project:Lewis Street Overpass. Performance of such work will necessarily require Contractor to
enter BNSF RAILWAY COMPANY (hereinafter called "Railway") right of way and property (hereinafter called
"Railway Property"). The Agreement provides that no work will be commenced within Railway Property until the
Contractor employed in connection with said work for City of Pasco (i) executes and delivers to Railway an
Agreement in the form hereof, and (ii) provides insurance of the coverage and limits specified in such Agreement
and Section 3 herein. If this Agreement is executed by a party who is not the Owner, General Partner, President
or Vice President of Contractor, Contractor must furnish evidence to Railway certifying that the signatory is
empowered to execute this Agreement on behalf of Contractor.
Accordingly, in consideration of Railway granting permission to Contractor to enter upon Railway Property and
as an inducement for such entry, Contractor, effective on the date of the Agreement, has agreed and does
hereby agree with Railway as follows:
1) RELEASE OF LIABILITY AND INDEMNITY
Contractor hereby waives, releases, indemnifies, defends and holds harmless Railway for all judgments,
awards, claims, demands, and expenses (including attorneys' fees), for injury or death to all persons,
including Railway's and Contractor's officers and employees, and for loss and damage to property
belonging to any person, arising in any manner from Contractor's or any of Contractor's subcontractors'
acts or omissions or any work performed on or about Railway’s property or right-of-way.
This obligation shall not include such claims, costs, damages, or expenses which may be caused
by the sole negligence of Railway or its contractors, agents or employees; Provided, that if the
claims or damages are caused by or result from the concurrent negligence or other acts or
omissions of (a) Railway, its contractors, agents or employees and (b) Contractor, its
subcontractors, agents or employees, this provision shall be valid and enforceable only to the
extent of the negligence of the Contractor, its subcontractors, agents or employees.
It is mutually negotiated between the parties that the indemnification obligation shall include all
claims brought by Contractor’s employees against Railway, its agents, servants, employees or
otherwise, and Contractor expressly waives its immunity under the industrial insurance act (RCW
Title 51) and assumes potential liability for all actions brought by its employees.
THE INDEMNIFICATION OBLIGATION ASSUMED BY CONTRACTOR INCLUDES ANY CLAIMS,
SUITS OR JUDGMENTS BROUGHT AGAINST RAILWAY UNDER THE FEDERAL EMPLOYEE'S
LIABILITY ACT, INCLUDING CLAIMS FOR STRICT LIABILITY UNDER THE SAFETY APPLIANCE
ACT OR THE LOCOMOTIVE INSPECTION ACT, WHENEVER SO CLAIMED.
Contractor further agrees, at its expense, in the name and on behalf of Railway, that it will adjust and
settle all claims made against Railway, and will, at Railway's discretion, appear and defend any suits or
actions of law or in equity brought against Railway on any claim or cause of action arising or growing out
of or in any manner connected with any liability assumed by Contractor under this Agreement for which
Railway is liable or is alleged to be liable. Railway will give notice to Contractor, in writing, of the receipt
or dependency of such claims and thereupon Contractor must proceed to adjust and handle to a
conclusion such claims, and in the event of a suit being brought against Railway, Railway may forward
summons and complaint or other process in connection therewith to Contractor, and Contractor, at
Railway's discretion, must defend, adjust, or settle such suits and protect, indemnify, and save harmless
Railway from and against all damages, judgments, decrees, attorney's fees, costs, and expenses growing
out of or resulting from or incident to any such claims or suits.
In addition to any other provision of this Agreement, in the event that all or any portion of this Article shall
be deemed to be inapplicable for any reason, including without limitation as a result of a decision of an
applicable court, legislative enactment or regulatory order, the parties agree that this Article shall be
interpreted as requiring Contractor to indemnify Railway to the fullest extent permitted by applicable law.
It is mutually understood and agreed that the assumption of liabilities and indemnification provided for in
this Agreement survive any termination of this Agreement.
2) TERM
This Agreement is effective from the date of the Agreement until (i) the completion of the project set forth
herein, and (ii) full and complete payment to Railway of any and all sums or other amounts owing and
due hereunder.
3) INSURANCE
Contractor shall, at its sole cost and expense, procure and maintain during the life of this Agreement the
following insurance coverage:
A. Commercial General Liability insurance. This insurance shall contain broad form contractual liability
with a combined single limit of a minimum of $5,000,000 each occurrence and an aggregate limit of
at least $10,000,000 but in no event less than the amount otherwise carried by the Contractor.
Coverage must be purchased on a post 2004 ISO occurrence form or equivalent and include
coverage for, but not limit to the following:
♦ Bodily Injury and Property Damage
♦ Personal Injury and Advertising Injury
♦ Fire legal liability
♦ Products and completed operations
This policy shall also contain the following endorsements, which shall be indicated on the certificate
of insurance:
♦ The definition of insured contract shall be amended to remove any exclusion or other limitation
for any work being done within 50 feet of railroad property.
♦ Waver of subrogation in favor of and acceptable to Railway.
♦ Additional insured endorsement in favor of and acceptable to Railway.
♦ Separation of insureds.
♦ The policy shall be primary and non-contributing with respect to any insurance carried by
Railway.
It is agreed that the workers’ compensation and employers’ liability related exclusions in the
Commercial General Liability insurance policy(s) required herein are intended to apply to employees
of the policy holder and shall not apply to Railway employees.
No other endorsements limiting coverage as respects obligations under this Agreement may be
included on the policy with regard to the work being performed under this agreement.
B. Business Automobile Insurance. This insurance shall contain a combined single limit of at least
$1,000,000 per occurrence, and include coverage for, but not limited to the following:
♦ Bodily injury and property damage
♦ Any and all vehicles owned, used or hired
The policy shall also contain the following endorsements or language, which shall be indicated on the
certificate of insurance:
♦ Waiver of subrogation in favor of and acceptable to Railway.
♦ Additional insured endorsement in favor of and acceptable to Railway.
♦ Separation of insureds.
♦ The policy shall be primary and non-contributing with respect to any insurance carried by
Railway.
C. Workers Compensation and Employers Liability insurance including coverage for, but not limited to:
♦ Contractor’s statutory liability under the worker’s compensation laws of the state(s) in which
the work is to be performed. If optional under State law, the insurance must cover all
employees anyway.
♦ Employers’ Liability (Part B) with limits of at least $500,000 each accident, $500,000 by
disease policy limit, $500,000 by disease each employee.
This policy shall also contain the following endorsements or language, which shall be indicated on
the certificate of insurance:
♦ Waiver of subrogation in favor of and acceptable to Railway.
A. Railroad Protective Liability insurance naming only the Railway as the Insured with coverage of at
least $5,000,000 per occurrence and $10,000,000 in the aggregate. The policy Must be issued on a
standard ISO form CG 00 35 12 04 and include the following:
♦ Endorsed to include the Pollution Exclusion Amendment
♦ Endorsed to include the Limited Seepage and Pollution Endorsement.
♦ Endorsed to remove any exclusion for punitive damages.
♦ No other endorsements restricting coverage may be added.
♦ The original policy must be provided to the Railway prior to performing any work or services
under this Agreement
♦ Definition of “Physical Damage to Property” shall be endorsed to read: “means direct and
accidental loss of or damage to all property owned by any named insured and all property in
any named insured’ care, custody, and control arising out of the acts or omissions of the
contractor named on the Declarations.
In lieu of providing a Railroad Protective Liability Policy, Licensee may participate (if available) in
Railway’s Blanket Railroad Protective Liability Insurance Policy.
Other Requirements:
Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for
punitive damages.
Contractor agrees to waive its right of recovery against Railway for all claims and suits against Railway.
In addition, its insurers, through the terms of the policy or policy endorsement, waive their right of
subrogation against Railway for all claims and suits. Contractor further waives its right of recovery, and
its insurers also waive their right of subrogation against Railway for loss of its owned or leased property
or property under Contractor’s care, custody or control.
Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above.
Contractor is not allowed to self-insure without the prior written consent of Railway. If granted by
Railway, any self-insured retention or other financial responsibility for claims shall be covered directly by
Contractor in lieu of insurance. Any and all Railway liabilities that would otherwise, in accordance with
the provisions of this Agreement, be covered by Contractor’s insurance will be covered as if Contractor
elected not to include a deductible, self-insured retention or other financial responsibility for claims.
Prior to commencing services, Contractor shall furnish to Railway an acceptable certificate(s) of
insurance from an authorized representative evidencing the required coverage(s), endorsements, and
amendments. The certificate should be directed to the following address:
BNSF Railway Company
c/o CertFocus
P.O. Box 140528
Kansas City, MO 64114
Toll Free: 877-576-2378
Fax number: 817-840-7487
Email: BNSF@certfocus.com
www.certfocus.com
Contractor shall notify Railway in writing at least 30 days prior to any cancellation, non-renewal,
substitution or material alteration.
Any insurance policy shall be written by a reputable insurance company acceptable to Railway or with a
current Best’s Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in
which the service is to be provided.
If coverage is purchased on a “claims made” basis, Contractor hereby agrees to maintain coverage in
force for a minimum of three years after expiration, cancellation or termination of this Agreement.
Annually Contractor agrees to provide evidence of such coverage as required hereunder.
Contractor represents that this Agreement has been thoroughly reviewed by Contractor’s insurance
agent(s)/broker(s), who have been instructed by Contractor to procure the insurance coverage required
by this Agreement.
Not more frequently than once every five years, Railway may reasonably modify the required insurance
coverage to reflect then-current risk management practices in the railroad industry and underwriting
practices in the insurance industry.
If any portion of the operation is to be subcontracted by Contractor, Contractor shall require that the
subcontractor shall provide and maintain insurance coverage(s) as set forth herein, naming Railway as
an additional insured, and shall require that the subcontractor shall release, defend and indemnify
Railway to the same extent and under the same terms and conditions as Contractor is required to
release, defend and indemnify Railway herein.
Failure to provide evidence as required by this section shall entitle, but not require, Railway to terminate
this Agreement immediately. Acceptance of a certificate that does not comply with this section shall not
operate as a waiver of Contractor's obligations hereunder.
The fact that insurance (including, without limitation, self-insurance) is obtained by Contractor shall not
be deemed to release or diminish the liability of Contractor including, without limitation, liability under the
indemnity provisions of this Agreement. Damages recoverable by Railway shall not be limited by the
amount of the required insurance coverage.
In the event of a claim or lawsuit involving Railway arising out of this agreement, Contractor will make
available any required policy covering such claim or lawsuit.
These insurance provisions are intended to be a separate and distinct obligation on the part of the
Contractor. Therefore, these provisions shall be enforceable and Contractor shall be bound thereby
regardless of whether or not indemnity provisions are determined to be enforceable in the jurisdiction in
which the work covered hereunder is performed.
For purposes of this section, Railway shall mean “Burlington Northern Santa Fe LLC”, “BNSF Railway
Company” and the subsidiaries, successors, assigns and affiliates of each.
4) SALES AND OTHER TAXES
In the event applicable sales taxes of a state or political subdivision of a state of the United States are
levied or assessed in connection with and directly related to any amounts invoiced by Contractor to
Railway (“Sales Taxes”), Railway shall be responsible for paying only the Sales Taxes that Contractor
separately states on the invoice or other billing documents provided to Railway; provided, however, that
(i) nothing herein shall preclude Railway from claiming whatever Sales Tax exemptions are applicable to
amounts Contractor bills Railway, (ii) Contractor shall be responsible for all sales, use, excise,
consumption, services and other taxes which may accrue on all services, materials, equipment, supplies
or fixtures that Contractor and its subcontractors use or consume in the performance of this Agreement,
(iii) Contractor shall be responsible for Sales Taxes (together with any penalties, fines or interest thereon)
that Contractor fails to separately state on the invoice or other billing documents provided to Railway or
fails to collect at the time of payment by Railway of invoiced amounts (except where Railway claims a
Sales Tax exemption), and (iv) Contractor shall be responsible for Sales Taxes (together with any
penalties, fines or interest thereon) if Contractor fails to issue separate invoices for each state in which
Contractor delivers goods, provides services or, if applicable, transfers intangible rights to Railway.
Upon request, Contractor shall provide Railway satisfactory evidence that all taxes (together with any
penalties, fines or interest thereon) that Contractor is responsible to pay under this Agreement have been
paid. If a written claim is made against Contractor for Sales Taxes with respect to which Railway may be
liable for under this Agreement, Contractor shall promptly notify Railway of such claim and provide
Railway copies of all correspondence received from the taxing authority. Railway shall have the right to
contest, protest, or claim a refund, in Railway’s own name, any Sales Taxes paid by Railway to Contractor
or for which Railway might otherwise be responsible for under this Agreement; provided, however, that if
Railway is not permitted by law to contest any such Sales Tax in its own name, Contractor shall, if
requested by Railway at Railway’s sole cost and expense, contest in Contractor’s own name the validity,
applicability or amount of such Sales Tax and allow Railway to control and conduct such contest.
Railway retains the right to withhold from payments made under this Agreement amounts required to be
withheld under tax laws of any jurisdiction. If Contractor is claiming a withholding exemption or a reduction
in the withholding rate of any jurisdiction on any payments under this Agreement, before any payments
are made (and in each succeeding period or year as required by law), Contractor agrees to furnish to
Railway a properly completed exemption form prescribed by such jurisdiction. Contractor shall be
responsible for any taxes, interest or penalties assessed against Railway with respect to withholding
taxes that Railway does not withhold from payments to Contractor.
1) EXHIBIT “C” CONTRACTOR REQUIREMENTS
The Contractor must observe and comply with all provisions, obligations, requirements and limitations
contained in the Agreement, and the Contractor Requirements set forth on Exhibit “C” attached to the
Agreement and this Agreement, including, but not be limited to, payment of all costs incurred for any
damages to Railway roadbed, tracks, and/or appurtenances thereto, resulting from use, occupancy, or
presence of its employees, representatives, or agents or subcontractors on or about the construction site.
Contractor shall execute a Temporary Construction Crossing Agreement or Private Crossing Agreement
(http://www.bnsf.com/communities/faqs/permits-real-estate/), for any temporary crossing requested to
aid in the construction of this Project, if approved by BNSF.
2) TRAIN DELAY
Contractor is responsible for and hereby indemnifies and holds harmless Railway (including its affiliated
railway companies, and its tenants) for, from and against all damages arising from any unscheduled delay
to a freight or passenger train which affects Railway's ability to fully utilize its equipment and to meet
customer service and contract obligations. Contractor will be billed, as further provided below, for the
economic losses arising from loss of use of equipment, contractual loss of incentive pay and bonuses
and contractual penalties resulting from train delays, whether caused by Contractor, or subcontractors,
or by the Railway performing work under this Agreement. Railway agrees that it will not perform any act
to unnecessarily cause train delay.
For loss of use of equipment, Contractor will be billed the current freight train hour rate per train as
determined from Railway's records. Any disruption to train traffic may cause delays to multiple trains at
the same time for the same period.
Additionally, the parties acknowledge that passenger, U.S. mail trains and certain other grain, intermodal,
coal and freight trains operate under incentive/penalty contracts between Railway and its customer(s).
Under these arrangements, if Railway does not meet its contract service commitments, Railway may
suffer loss of performance or incentive pay and/or be subject to penalty payments. Contractor is
responsible for any train performance and incentive penalties or other contractual economic losses
actually incurred by Railway which are attributable to a train delay caused by Contractor or its
subcontractors.
The contractual relationship between Railway and its customers is proprietary and confidential. In the
event of a train delay covered by this Agreement, Railway will share information relevant to any train
delay to the extent consistent with Railway confidentiality obligations. The rate then in effect at the time
of performance by the Contractor hereunder will be used to calculate the actual costs of train delay
pursuant to this agreement.
Contractor and its subcontractors must give Railway’s representative Bruce Sparling four (4) weeks
advance notice of the times and dates for proposed work windows. Railway and Contractor will establish
mutually agreeable work windows for the project. Railway has the right at any time to revise or change
the work windows due to train operations or service obligations. Railway will not be responsible for any
additional costs or expenses resulting from a change in work windows. Additional costs or expenses
resulting from a change in work windows shall be accounted for in Contractor’s expenses for the project.
Contractor and subcontractors must plan, schedule, coordinate and conduct all Contractor's work so as
to not cause any delays to any trains.
IN WITNESS WHEREOF, each of the parties hereto has caused this Agreement to be executed by its duly
authorized officer the day and year first above written.
<%Contractor.LegalName%> BNSF Railway Company
By: ________________________________ By: ________________________________
Printed Name: _______________________ Name: _____________________________
Manager Public Projects
Title: _______________________________
Accepted and effective this ______day of 20__.
Contact Person: ______________________
Address: ___________________________
City: _______________________________
State: _________ Zip: ________________
Fax: _______________________________
Phone: _____________________________
E-mail: _____________________________
EXHIBIT D
BNSF Signal Estimate - $100,000
AUTHORITY FOR EXPENDITURE
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
LOCATION :PASCO AMTRAK S LINE SEGMENT :46 AFE NUMBER :
PLANITEM NUMBER :235120000 MILEPOST :145.699 RFA NUMBER :5950120
PROPERTY OF :BNSF RAILWAY COMPANY DIVISION :NW CPAR NUMBER :CB960020
OPERATED BY :BNSF RAILWAY COMPANY SUBDIVISION :LAKESIDE BUDGET YEAR :2020
JOINT FACILITY :CITY OF PASCO TRACK TYPE :3 BUDGET CLASS :6
% BILLABLE (+/-) :100.0 TAX STATE :WA REPORTING OFFICE :716
SPONSOR :VP ENGINEERING CENTER/ROLLUP :S3511
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
PURPOSE, JUSTIFICATION AND DESCRIPTION
INSP - NWE DIV LAKESIDE SUB LS 46 MP 145.699 - DOT# 977800L - 100% BILLABLE TO CITY OF PASCO - INSPECTION ESTIMATE FOR THE
LEWIS ST OP IN PASCO, WA
PRIMARY FUNDING SOURCE IS STATE
PLAN ITEM LINE SEG BEG MP END MP TRK NBR BEGIN STATION END STATION PROJECT TYPE BUD YEAR
235120000 46 145.699 145.699 3 PASCO AMTRAK PASCO AMTRAK S INSPECTOR / COORDINATOR 2020
CASH CAPITAL NONCASH CAPITAL OPERATING EXP REMOVAL COSTS BILLABLE TOTALS
LABOR COSTS 0 0 0 0 0 0
MATERIAL COSTS 0 0 0 0 0 0
OTHER COSTS 0 0 0 0 381,907 381,907
TOTALS 0 0 0 0 381,907 381,907
SYSTEM MAINTENANCE AND PLANNING PRINTED ON:07/23/2020
ESTIMATE REF. NUMBER:5950120 ESTIMATED BY:SAVARD
COSTING DATE:07/23/2020 PRINTED BY:SAVARD
Page 1 of 2
-
***** MAINTAIN PROPRIETARY CONFIDENTIALITY *****
BNSF RAILWAY COMPANY
FHPM ESTIMATE FOR
CITY OF PASCO
LOCATION PASCO AMTRAK S DETAILS OF ESTIMATE PLAN ITEM :235120000 VERSION :1
PURPOSE, JUSTIFICATION AND DESCRIPTION
INSP - NWE DIV LAKESIDE SUB LS 46 MP 145.699 - DOT# 977800L - 100% BILLABLE TO CITY OF PASCO
INSPECTION ESTIMATE FOR THE LEWIS ST OP IN PASCO, WA
REQUESTED BY STEPHEN SEMENICK 7/16/2020
PRIMARY FUNDING SOURCE IS STATE
DESCRIPTION QUANTITY U/M COST TOTAL $
**********
LABOR
**********
TOTAL LABOR COST 0 0
*************
MATERIAL
*************
TOTAL MATERIAL COST 0 0
**********
OTHER
**********
INSPECTOR COORDINATOR 1.0 DAY 343,750
TOTAL OTHER ITEMS COST 343,750 343,750
PROJECT SUBTOTAL 343,750
CONTINGENCIES 34,375
BILL PREPARATION FEE 3,782
GROSS PROJECT COST 381,907
LESS COST PAID BY BNSF 0
TOTAL BILLABLE COST 381,907
Page 2 of 2
AUTHORITY FOR EXPENDITURE
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
LOCATION :PASCO AMTRAK S LINE SEGMENT :46 AFE NUMBER :
PLANITEM NUMBER :236401000 MILEPOST :145.699 RFA NUMBER :5950020
PROPERTY OF :BNSF RAILWAY COMPANY DIVISION :NW CPAR NUMBER :CB960020
OPERATED BY :BNSF RAILWAY COMPANY SUBDIVISION :LAKESIDE BUDGET YEAR :2020
JOINT FACILITY :CITY OF PASCO TRACK TYPE :3 BUDGET CLASS :6
% BILLABLE (+/-) :100.0 TAX STATE :WA REPORTING OFFICE :716
SPONSOR :VP ENGINEERING CENTER/ROLLUP :S3511
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
PURPOSE, JUSTIFICATION AND DESCRIPTION
FLG - NWE DIV LAKESIDE SUB LS 46 MP 145.699 - DOT# 977800L - 100% BILLABLE TO CITY OF PASCO - FLAGGING ESTIMATE FOR LEWIS
ST OP PROJECT IN PASCO, WA
PRIMARY FUNDING SOURCE IS STATE
PLAN ITEM LINE SEG BEG MP END MP TRK NBR BEGIN STATION END STATION PROJECT TYPE BUD YEAR
236401000 46 145.699 145.699 3 PASCO AMTRAK PASCO AMTRAK S FLAGGING 2020
CASH CAPITAL NONCASH CAPITAL OPERATING EXP REMOVAL COSTS BILLABLE TOTALS
LABOR COSTS 0 0 0 0 382,012 382,012
MATERIAL COSTS 0 0 0 0 0 0
OTHER COSTS 0 0 0 0 75,734 75,734
TOTALS 0 0 0 0 457,746 457,746
SYSTEM MAINTENANCE AND PLANNING PRINTED ON:07/23/2020
ESTIMATE REF. NUMBER:5950020 ESTIMATED BY:SAVARD
COSTING DATE:07/23/2020 PRINTED BY:SAVARD
Page 1 of 2
-
***** MAINTAIN PROPRIETARY CONFIDENTIALITY *****
BNSF RAILWAY COMPANY
FHPM ESTIMATE FOR
CITY OF PASCO
LOCATION PASCO AMTRAK S DETAILS OF ESTIMATE PLAN ITEM :236401000 VERSION :1
PURPOSE, JUSTIFICATION AND DESCRIPTION
FLG - NWE DIV LAKESIDE SUB LS 46 MP 145.699 - DOT# 977800L - 100% BILLABLE TO CITY OF PASCO
FLAGGING ESTIMATE FOR LEWIS ST OP PROJECT IN PASCO, WA
REQUESTED BY STEPHEN SEMENICK 7/16/2020
PRIMARY FUNDING SOURCE IS STATE
DESCRIPTION QUANTITY U/M COST TOTAL $
**********
LABOR
**********
FLAGGING - PUBLIC CROSSING - CAP 3600.0 MH 121,800
PAYROLL ASSOCIATED COSTS 79,620
DA OVERHEADS 132,189
EQUIPMENT EXPENSES 27,088
INSURANCE EXPENSES 21,315
TOTAL LABOR COST 382,012 382,012
*************
MATERIAL
*************
TOTAL MATERIAL COST 0 0
**********
OTHER
**********
RENTAL VEHICLE 300.0 DAY 30,000
TOTAL OTHER ITEMS COST 30,000 30,000
PROJECT SUBTOTAL 412,012
CONTINGENCIES 41,201
BILL PREPARATION FEE 4,533
GROSS PROJECT COST 457,746
LESS COST PAID BY BNSF 0
TOTAL BILLABLE COST 457,746
Page 2 of 2
AUTHORITY FOR EXPENDITURE
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
LOCATION :PASCO AMTRAK S LINE SEGMENT :46 AFE NUMBER :
PLANITEM NUMBER :236771000 MILEPOST :145.669 RFA NUMBER :5900622
PROPERTY OF :BNSF RAILWAY COMPANY DIVISION :NW CPAR NUMBER :C0000009
OPERATED BY :BNSF RAILWAY COMPANY SUBDIVISION :LAKESIDE BUDGET YEAR :2022
JOINT FACILITY :CITY OF PASCO TRACK TYPE :9 BUDGET CLASS :6
% BILLABLE (+/-) :100.0 TAX STATE :WA REPORTING OFFICE :716
SPONSOR :VP ENGINEERING CENTER/ROLLUP :29125
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
PURPOSE, JUSTIFICATION AND DESCRIPTION
PIP NWE DIV LAKESIDE SUB LS 46 MP 145.669 - 100% BILLABLE TO CITY OF PASCO -- TRACK ESTIMATE TO ACCOMMODATE REMOVAL
AND REPLACEMENT OF TRACKS SPANNING THE EXISTING LEWIS ST UNDERPASS.
PLAN ITEM LINE SEG BEG MP END MP TRK NBR BEGIN STATION END STATION PROJECT TYPE BUD YEAR
236771000 46 145.669 145.669 9 PASCO AMTRAK PASCO AMTRAK S PUBLIC IMPROVEMENT PROJECT 2022
CASH CAPITAL NONCASH CAPITAL OPERATING EXP REMOVAL COSTS BILLABLE TOTALS
LABOR COSTS 0 0 0 0 136,892 136,892
MATERIAL COSTS 0 0 0 0 238,739 238,739
OTHER COSTS 0 0 0 0 60,150 60,150
TOTALS 0 0 0 0 435,781 435,781
SYSTEM MAINTENANCE AND PLANNING PRINTED ON:02/02/2021
ESTIMATE REF. NUMBER:5900622 ESTIMATED BY:JONES
COSTING DATE:01/01/2022 PRINTED BY:JONES
Page 1 of 2
-
***** MAINTAIN PROPRIETARY CONFIDENTIALITY *****
BNSF RAILWAY COMPANY
FHPM ESTIMATE FOR
CITY OF PASCO
LOCATION PASCO AMTRAK S DETAILS OF ESTIMATE PLAN ITEM :236771000 VERSION :1
PURPOSE, JUSTIFICATION AND DESCRIPTION
PIP NWE DIV LAKESIDE SUB LS 46 MP 145.669 - 100% BILLABLE TO CITY OF PASCO
TRACK ESTIMATE TO ACCOMMODATE REMOVAL AND REPLACEMENT OF TRACKS SPANNING THE EXISTING LEWIS ST UNDERPASS.
REQUESTOR: STEPHEN SEMENICK 1/21/21
DESCRIPTION QUANTITY U/M COST TOTAL $
**********
LABOR
**********
PLACE FIELD WELDS - CAP 256.0 MH 8,781
REMOVE TRACK 43.2 MH 1,573
REPLACE TURNOUT(S) - CAP 500.0 MH 17,653
SIGNAL LABOR - CAP 40.0 MH 1,693
SURFACE TRACK - REPLACEMENT - CAP 192.0 MH 6,382
UNLOAD BALLAST - REPLACEMENT - CAP 30.0 MH 967
UNLOAD TURNOUT - REPLACEMENT - CAP 80.0 MH 2,835
PAYROLL ASSOCIATED COSTS 26,069
DA OVERHEADS 43,283
EQUIPMENT EXPENSES 20,679
INSURANCE EXPENSES 6,977
TOTAL LABOR COST 136,892 136,892
*************
MATERIAL
*************
BALLAST, FOR GENERIC USE ONLY 500.0 NT **5,270
JOINT, COMPROMISE, 115 LB/112 LB, RH, 1R & 2R 12.0 PR **4,824
PNL TRK, 40FT,115SC,8FT 6IN,PNDRL,WOOD 1.0 EA **5,467
PNL TRK, 40FT,136SC,8FT 6IN,PNDRL,WOOD 8.0 EA **44,920
RAIL, TRANSN,BE,40 FT,136 - 1/4 WORN 132 12.0 EA 10,836
SIGNAL MATERIAL 1000.0 EA 1,000
TURNOUT 09-115 RH MAN RBM FROG 16.6 PT 1.0 EA **62,245
TURNOUT 09-136 LH MAN RBM 16.6 PT 1.0 EA **62,570
WELDKIT, GENERIC FOR ALL RAIL WEIGHTS 30.0 KT **2,250
MATERIAL HANDLING 9,966
ONLINE TRANSPORTATION 7,754
USE TAX 19,256
OFFLINE TRANSPORTATION 2,381
TOTAL MATERIAL COST 238,739 238,739
**********
OTHER
**********
EQUIPMENT RENTAL - TURNOUT 2.0 LS 20,000
TOTAL OTHER ITEMS COST 20,000 20,000
PROJECT SUBTOTAL 395,631
CONTINGENCIES 35,835
BILL PREPARATION FEE 4,315
GROSS PROJECT COST 435,781
LESS COST PAID BY BNSF 0
TOTAL BILLABLE COST 435,781
Page 2 of 2
Exhibit E
[Public Projects Manager’s letterhead]
Date: ______________________
Mr./Ms. ______________________
_____________________________[Name of Agency Here]
_____________________________[Address for Agency]
_____________________________
Re: Final Approval of Plans and Specifications dated _________, 20__, drafted by J-U-B Engineers,
Inc.] (hereinafter called, the “Plans and Specifications”)
Dear _______________:
This letter serves as BNSF RAILWAY COMPANY’s (“BNSF”) final written approval of the Plans and
Specifications covering the construction of Lewis Street Overpass. This final written approval is given to the City
of Pasco (“Agency”) pursuant to Article III, Section 1 of that certain Underpass Agreement between BNSF and
Agency, dated __________, 20__, which this Exhibit E is attached to and made a part thereof.
If the Plans and Specifications are revised by Agency subsequent to the date set forth above, this letter shall no
longer serve as final written approval of the Plans and Specifications and Agency must resubmit said Plans and
Specifications to BNSF for final written approval.
It is understood that the approvals contained in this letter do not cover, the approvals of plans and specifications
for any falsework, shoring, and demolition that may be subsequently submitted to BNSF by CITY or its contractor
for approval.
BNSF has not reviewed the design details or calculations for structural integrity or engineering accuracy. BNSF
accepts no responsibility for errors or omissions in the design of the project.
Regards,
___________________________
Stephen Semenick
EXHIBIT F
Grade Separations
(FOR USE IN ANY C&M AGREEMENT FOR CONSTRUCTION OF AN OVERPASS OR AN UNDERPSS
INITIATED BY A PUBLIC AGENCY)
BNSF PROCESS REQUIREMENTS FOR DESIGN & CONSTRUCTION OF GRADE SEPARATION
PROJECTS BY A PUBLIC AGENCY ON BNSF RIGHT OF WAY, WHICH IMPACT BNSF PROPERTY OR
OPERATIONS
1.01 General:
• 1.01.01 The Contractor must cooperate with BNSF RAILWAY COMPANY, hereinafter referred to as
"Railway" where work is over or under on or adjacent to Railway property and/or right-of-way, hereafter
referred to as "Railway Property", during the construction of Lewis Street Overpass.
• 1.01.02 Definitions:
• Operationally Critical, (OC): defined as Work that requires a submittal and acceptance by BNSF,
which impacts, or could impact BNSF operations, on BNSF right-of-way or adjacent to it.
• Acceptance: BNSF’s response to plan submittals indicating a notice to proceed with work in the
field; Disclaimer for Acceptance: *BNSF has reviewed these submittals and no exceptions are
taken with regard to BNSF's ability to use or accommodate the project as intended. BNSF has
not reviewed the design details or calculations for structural integrity or engineering accuracy.
BNSF accepts no responsibility for errors or omissions in the design or execution of the
project.
• Inspector/Coordinator, (I/C): A third party consultant which BNSF hires to assist in the coordination
of the project on BNSF’s behalf. When referenced, “I/C” refers to the I/C team consisting of I/C-I, I/C-
II, and the Resident Engineer (RE). The I/C team’s role is to ensure the project is constructed per
accepted* plans and specifications for that portion of the project on BNSF right of way, as it affects
BNSF. The I/C will monitor construction activities to ensure that improvements used by BNSF meet
all requirements of BNSF, and accommodate railroad operations.
• 1.01.03 The following submittals and actions are required by BNSF prior to Operationally Critical, (OC)
Work being performed on BNSF property or above tracks being operated by BNSF Railway:
2.01 Submittals and Actions Required During the Project Design Phase:
• 2.01.01 The Agency shall be the main contact for BNSF throughout the project.
Agency shall be included on all correspondence relating to BNSF.
• 2.01.02 Required Design Submittals: (Allow for 4 weeks for BNSF to review design submittals)
Agency shall refer to the requirements of the UP/BNSF Guidelines on Grade Separation Projects when
designing a grade separation which will impact BNSF Railway. Agency will be required to submit plans for
BNSF review and comment. Plans shall not be labeled “final” until all comments have been addressed and
BNSF has accepted* the plans.
Examples of required design submittals may be, but are not limited to:
Concept, vertical profile of Top of Rail, 30% plans and final plans
The following submittals will require a Professional Engineer, (PE) stamp:
Overpass design
Underpass design
Hydraulic study
Any non-standard design of a structure which will carry train loading
Work covered by a submittal shall not be performed in field without receiving Acceptance from BNSF.
Work windows will not exceed 6 hours, so project should be designed accordingly.
The following Disclaimer applies to BNSF acceptance of Agency design plans:
*BNSF has reviewed these submittals and no exceptions are taken with regard to BNSF's ability to use or
accommodate the project as intended. BNSF has not reviewed the design details or calculations for
structural integrity or engineering accuracy. BNSF accepts no responsibility for errors or omissions in the
design or execution of the project.
3.01 Submittals and Actions Required During the Construction Phase:
• 3.01.01 The Agency shall be the main contact for BNSF throughout the project.
Agency shall be included on all correspondence relating to BNSF. BNSF will NOT
accept submittals directly from the Agency’s Contractor.
• 3.01.02 BNSF will hire a consultant team to perform the duties of an
Inspector/Coordinator, (I/C) on behalf of BNSF for the duration of the field construction of
the project. The cost of the I/C will be reimbursable to BNSF by the Agency or their
Contractor.
BNSF requires the I/C team be involved in the project throughout the construction phase to represent BNSF.
The I/C has authority to remove a contractor’s employee from BNSF property if that employee fails
to comply with the BNSF safety policy, does not have proper PPE or otherwise ignores instructions
regarding work on BNSF right-of-way. The I/C has authority to shut down work on BNSF right-of-way
if the contractor works in a manner that is in violation of BNSF’s safety policy or FRA regulations.
Anytime instructions to the contractor by BNSF or the I/C are not complied with, the project may be
shut down. All equipment and personnel will be removed from BNSF property until issues causing
the shutdown are resolved to BNSF’s satisfaction.
• 3.01.03 Agency must hold a pre-construction meeting with contractor and BNSF
prior to work beginning on BNSF property.
The Pre-Construction meeting shall not be held until 30 days after I/C has been selected – this allows time
for the I/C to become familiar with the project.
Recommend scheduling two weeks prior to construction commencing to allow for adjustment to work plans,
if needed.
• 3.01.04 Required Construction Submittals: : (Allow for 4 weeks for BNSF to review
submittals)
All submittals should flow from the Contractor to the Agency, to the I/C Consultant, to the BNSF Project
Engineer, (PE), and to BNSF Structures with responses back through the same communication chain. BNSF
will not accept submittals directly from the Contractor.
Any changes to the work governed by a submittal requires that the submittal be re-accepted* by BNSF before
the work commences.
Examples of construction submittals required include but are not limited to:
Contractors Safety Action Plan, Fire Prevention Plan, Proposed Project Schedule, Demolition, Shoring,
Falsework and Lifting of Materials.
The following submittals will require a Professional Engineer, (PE) stamp:
Critical Pick Plan (75% of capacity of crane, or multi-crane pick)
Lifted Material Plan (Placement or Removal) – When lift is within temporary construction clearances and
when list is within 25’ of the centerline of the nearest track
Demolition Plan
Temporary Shoring Plan
Bracing Design Plan (non-standard only per DOT)
For overpasses, Agency shall submit as-built plans of the structure, including final clearance dimensions to
the I/C. Vertical clearance must be measured from the Top of Rail, horizontal clearance must be measured
from the nearest track centerline.
OPERATIONALLY CRITICAL WORK AND SUBMITTALS: (4 to 6 weeks review timeline) All OC work
requires a submittal and acceptance* by BNSF.
• Operationally Critical (OC) submittals are those that have the potential to affect the safe
operation of trains and will need to be reviewed carefully. Work must be monitored to
ensure it conforms to the submitted/accepted* plan.
• In-person safety review meetings will be required with BNSF representative, I/C,
Contractor and Agency representative for all OC work and must be documented. The
purpose of the meeting is to ensure all parties understand BNSF requirements and are
following the applicable submittals. When a track work window is required the meeting
shall occur at least 48 hours in advance of work starting.
• Submittals must meet the requirements of the UP Railroad - BNSF Railway
Guidelines for Railroad Grade Separation Projects. Submittals must also follow
the requirements outlined in BNSF Review Comment Sheets, Use of Cranes &
Lifting of Materials Submittal Schedule, BNSF Guidelines for Preparation of Bridge
Demolition & Removal Plan and the BNSF-UPRR Guidelines for Temporary
Shoring. Some submittals are required to be sealed by a licensed professional
engineer.
a. See Table 3-1 for Overhead Structures in UP Railroad - BNSF Railway Guidelines for Railroad
Grade Separation Projects
b. See Table 3-2 for Underpass Structures UP Railroad - BNSF Railway Guidelines for Railroad
Grade Separation Projects
c. Examples of OC submittals included in the above are:
i. Shoring (Follow BNSF-UPRR Guidelines for Temporary Shoring)
ii. Falsework
iii. Demolition (Need plans for substructure and superstructure. Follow BNSF Guidelines
for Preparation of Bridge Demolition & Removal Plan)
iv. Erection (overhead and underpass structures)
v. Construction Phasing Plans
d. Additional OC submittals required, but not included in the Guidelines are:
i. All work plans that remove tracks from service (track outage windows require a detailed
Gantt chart when greater than 2 hours)
ii. Contingency plans
iii. Additional OC submittals may be required on a project by project basis.
For underpasses and other railroad bridges, as required in Sections 4.11 and 4.12 of the UP Railroad - BNSF
Railway Guidelines for Railroad Grade Separation Projects, a RE will be on site full-time during construction, at
the cost of the project. At the discretion of the RE, as accepted by BNSF, an I/C-I or I/C-II maybe assigned for
field duties where the work is not critical to ensuring the bridge is built to accepted project plans and
specification.
• BNSF requires temporary and new track and railroad bridges be inspected by an FRA
qualified BNSF employee prior to being placed into service. Two week advanced notice
to BNSF structures department is required. For underpasses, all pile driving records are
to be provided within 3-days of driving to the BNSF PE.
• Agency shall submit an as-built survey of shoo-fly final alignments. Alignments must
conform to BNSF Shoo-fly procedures.
• 3.01.05 Prior to any work commencing on BNSF right of way:
Contractors C/C-1 or Right of Entry must be fully executed and their insurance must be
approved before they can perform work on BNSF property.
Proof of Contractors insurance approval must be produced to the BNSF PE and the I/C.
• 3.01.06 Contractor must adhere to all other BNSF policies and procedures not
specifically mentioned in this agreement.
Exhibit G
Lewis Street Overpass Grade Separation Project
Estimated Total Project Cost