Encroachment Agreement.pdf — Fontana City Council, September 12, 2023

RECORDING REQUESTED BY:

City Clerk
City of Fontana
WHEN RECORDED MAIL TO:

City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Attn: City Clerk
(Space above for Recorder's Use)
Exempt from Recording Fees per Gov. Code §§ 6103, 27383

ENCROACHMENT AGREEMENT
THIS ENCROACHMENT AGREEMENT (“AGREEMENT”) is issued by the CITY OF FONTANA, a California municipal corporation and general law city (“CITY”), to UNION PACIFIC RAILROAD COMPANY , a Delaware corporation (“PERMITTEE”). CITY and PERMITTEE are sometimes hereinafter referred to individually as a “Party” and collectively as the “Parties.”

RECITALS
A. CITY holds a public right -of-way (“PUBLIC RIGHT-OF-WAY”) on, over, under and across certain real property in the City of Fontana, County of San Be rnardino, State of California, more particularly described in Exhibit A and depicted on Exhibit B, which are attached hereto and incorporated herein by reference, with respect to the highway overpass known as Etiwanda Avenue (the “OVERPASS”).

B. PERMITTEE has applied for an encroachment permit from CITY in connection with PERMITTEE’ S construction of a project on PERMITTEE’ S right-of-way adjacent to the PUBLIC RIGHT-OF-WAY.

C. PERMITTEE desires to construct and maintain a crash wall on a portion of the PUBLIC RIGHT -OF-WAY to provide protection for the piers supporting the OVERPASS , together with minor grading improvements to support a portion of PERMITTEE’S track bed.

D. PERMITTEE has requested that CITY enter into this AGREEMENT, whereby PERMITTEE would be authorized to install, maintain, repair and replace certain improvements on, over, under and across the PUBLIC RIGHT-OF-WAY.

E. CITY agrees to provide to PERMITTEE the right to encroach upon the PUBLIC RIGHT-OF-WAY for the installation and maintenance of certain improvements on, over, under and across the PUBLIC RIGHT-OF-WAY, subject to the terms and conditions contained herein.

AGREEMENT

1. Grant of Encroachment . CITY hereby grants to PERMITTEE a right of encroachment upon the PUBLIC RIGHT -OF-WAY for the purpose of constructing, installing, maintaining, repairing, replacing and operating the IMPROVEMENTS (defined below), subject to the limitations set forth in this AGREEMENT and PERMITTEE’ S fulfillment and ongoing compliance with the terms and conditions set forth herein. The installation and maintenance of, and any use of, the IMPROVEMENTS shall be subordinate to any use and operations which CITY may conduct during the effective period of this AGREEMENT, and PERMITTEE shall not cause any unreasonable delay or interference with CITY’ S access to the PUBLIC RIGHT -OF-WAY.

PERMITTEE shall not interfere with the operations of CITY on the PUBLIC RIGHT -OF-WAY, whether or not such interference is considered material.

2. Authorized Improvements. The improvements authorized to be installed pursuant to this AGREEMENT are limited to elements of a crash wall to provide protection for the piers supporting the OVERPASS , together with minor grading improvements to support a portion of PERMITTEE’S track bed ( the “IMPROVEMENTS”), in the PUBLIC RIGHT-OF-WAY, as more particularly described and depicted in Exhibits A and B. The right of PERMITTEE to install, maintain, repair, replace and use the IMPROVEMENTS is subject to the following limitations, and conditioned upon PERMITTEE implem enting the following protective measures and physical construction standards in connection with the IMPROVEMENTS:
a. Final design drawings and plans for the IMPROVEMENTS, as approved by CITY and PERMITTEE, are attached hereto as Exhibit C and incorporated herein by reference and considered a material part of this AGREEMENT. PERMITTEE shall construct, install, operate and maintain the IMPROVEMENTS in strict compliance with the approved final design drawings and plans, and no changes or deviations therefrom shall be permitted without PERMITTEE first obtaining the prior written consent of CITY, which may be granted or denied in CITY’S sole discretion. The issuance of building and encroachment permits by CITY for any changes and modifications shall be presumed to constitute consent of such changes and modifications under this AGREEMENT. b. A schedule of construction activities within the PUBLIC RIGHT-OF-WAY shall be provided to and approved by CITY prior to the commencement of any construction work within the PUBLIC RIGHT -OF-WAY. No heavy equipment shall be operated within or traverse the PUBLIC RIGHT-OF-WAY, when there is less than 24 inches of soil over any exis ting public improvements. No vibratory compaction will be allowed within the PUBLIC RIGHT -OF-WAY unless approved in writing by CITY. All IMPROVEMENTS shall be open and subject to inspection by CITY, and PERMITTEE shall give notice and allow CITY to inspect any underground improvements prior to backfilling. PERMITTEE shall provide CITY with “as-built” drawings of the IMPROVEMENTS within thirty (30) days of completion of the construction activities.
c. PERMITTEE shall reimburse CITY for any and all expenses incu rred by CITY for work, if any, to support or protect the PUBLIC RIGHT-OF-WAY within thirty (30) days

after receiving written demand and a statement from CITY detailing such costs . If PERMITTEE fails to perform the necessary work to support or protect the PUBLIC RIGHT -OF-WAY within thirty (30) days after receiving written notice from CITY , or if CITY must immediately perform such work in the event of an emergency or if otherwise legally mandated to do so, CITY may proceed with performing such w ork at the sole expense of PERMITTEE. PERMITTEE shall thereafter reimburse CITY within thirty (30) days after receiving written demand and a n itemized statement from CITY detailing the costs incurred for such work. d. PERMITTEE shall be required to obtain all other necessary and required licenses, permits and authorizations from any governmental agency with jurisdiction over the IMPROVEMENTS and to pay all fees and charges associated therewith, prior to commencing any work on the IMPROVEMENTS. This AGREEMENT does not constitute, nor grant, permission to use or occupy any property or portion thereof, not belonging to, or under the control of CITY .

Permission to use or occupy such property must be obtained from the owner or controller of the property, separate from and in addition to this AGREEMENT. e. PERMITTEE shall not alter, replace, or otherwise change the IMPROVEMENTS without complying with the terms of this Section 2.

3. No Grant of Property Interest. This AGREEMENT is not a grant by CITY of any property or ownership interest, but is made subject and subordinate to the prior and continuing right of CITY to use all of the PUBLIC RIGHT-OF-WAY including, but not limited to, public use as a street and for the purpose of laying, installing, maintaining, repairing, protecting, replacing, and removing sanitary sewers, water mains, storm drains, gas mains, poles, overhead and underground electrical and telephone wires, cable television, telecommunications facilities and other utility and municipal uses, as a pplicable, together with appurtenances thereof and with right of ingress and egress, along, over, across and on said PUBLIC RIGHT-OF-WAY.

4. Construction and Operation. PERMITTEE shall construct, operate, maintain and repair the IMPROVEMENTS so as not to endanger or interfere with any improvements that CITY makes or to otherwise interfere in any manner with the PUBLIC RIGHT-OF-WAY or legal rights of any property owner or to unnecessarily hinder or obstruct pedestrian or vehicular traffic within any portion of the PUBLIC RIGHT-OF-WAY. PERMITTEE shall not place facilities, equipment or fixtures where they will interfere with any gas, electric, telephone, telecommunications, water, sewer or other utility facilities, as applicable, or obstruct or hinder in any manner such entity’s use of any PUBLIC RIGHT-OF-WAY, and shall provide the minimum distance or separation for any sewer, storm, water, electrical and gas lines as required by all applicable codes and regulations.

5. Repair of Damage. Any damage caused directly or indirectly by PERMITTEE to the PUBLIC RIGHT -OF-WAY or to CITY’ S improvements therein or other property shall be repaired by CITY, at PERMITTEE’ S sole cost and expense, or if authorized by CITY may be repaired by PERMITTEE at its sole cost and expense. If CITY elects to perform the repair work itself, PERMITTEE shall reimburse CITY for the full costs of the repair work within thirty (30) days after receiving a written demand and itemized statement from CITY detailing such costs. In the event payment is not made within said thirty (30) day period, said payment shall accrue interest at a rate of ten percent (10%) per annum from the end of said thirty (30) day period until paid in full.

6. Relocation or Abandonment of Improvements.

a. Emergency Relocation . In the event of an emergency, or where the IMPROVEMENTS create or are contributing to an imminent danger to health, safety or property, CITY may remove, relay or relocate any or all parts of the IMPROVEMENTS with prior notice to PERMITTEE’S Response Management Communications Center at (888) 877 -7267. Except for instances where a coordinated response by CITY and PERMITTEE is necessary, the aforementioned notice requirement shall not impede or prevent the CITY from removing, relaying, or relocating any or a ll parts of the IMPROVEMENT S in emergency circumstances where immediate action is required and, in any such event, notice of CITY’s actions shall be communicated by CITY to PERMITTEE’S Response Management Communications Center as soon thereafter as conditions may reasonably and safely allow . PERMITTEE shall be responsible for all costs reasonably incurred in connection with such emergency relocation. The term “emergency” shall be defined in accordance with California law and in general, shall be considered as an unforeseen circumstance which calls for immediate action. b. Permanent Relocation. PERMITTEE shall permanently remove or relocate, without cost or expense to CITY, the IMPROVEMENTS or any portion thereof installed, used and maintained under this AGREEMENT if and when made necessary by any lawful change of grade, alignment or width of the PUBLIC RIGHT-OF-WAY, including the construction, maintenance or operation of any other CITY underground or aboveground facilities. In the event all or any portion of the PUBLIC RIGHT -OF-WAY occupied by the IMPROVEMENTS shall be needed by CITY for governmental purposes or in the event the existence of the IMPROVEMENTS shall be considered detrimental to governmental activities, including but no t limited to, interference with CITY construction projects, or is in conflict vertically and/or horizontally with any proposed CITY installation, PERMITTEE shall, following direction from the City Engineer, remove and relocate the IMPROVEMENTS or applicabl e portion thereof , to such other location or locations on said PUBLIC RIGHT-OF-WAY as may be designated by CITY. Said removal or relocation shall be completed within ninety (90) days of written notification by CITY; provided PERMITTEE can timely obtain any necessary permits from CITY. In the event the IMPROVEMENTS or applicable portion thereof are not removed or relocated within ninety (90) days after said notification, CITY may cause the same to be done at the sole expense of PERMITTEE. c. Repair of Public Right-of-Way. When removal or relocation is required under this AGREEMENT, PERMITTEE shall, after the removal or relocation of the IMPROVEMENTS, at its own cost, repair and return the PUBLIC RIGHT -OF-WAY, or public utility or service easements on which the f acilities were located, to a safe and satisfactory condition in accordance with the construction-related conditions and specifications as established by CITY, according to its standard practice. Should PERMITTEE remove the IMPROVEMENTS from the PUBLIC RIGHT- OF-WAY, PERMITTEE shall, within ten (10) days after such removal, give notice thereof to CITY specifying the portion of the PUBLIC RIGHT-OF-WAY affected and the location thereof, as well as the date of removal. Before proceeding with removal or relocation work, PERMITTEE shall obtain and CITY shall issue an excavation permit from the CITY. d. Abandonment of Improvements. If any portions of the IMPROVEMENTS covered under this AGREEMENT are no longer used by PERMITTEE, or are abandoned for a period in excess of one (1) year, PERMITTEE shall notify CITY and shall either promptly vacate and remove the facilities at PERMITTEE’S own expense or, at CITY’ S sole discretio n, may abandon some or all of the IMPROVEMENTS in place.

7. Waiver and Release. PERMITTEE, in perpetuity, expressly waives, releases and relinquishes any and all claims, causes of action, rights and remedies PERMITTEE may now or hereafter have against CITY, and its officials, officers, employees, and agents, whether known or unknown, with respect to liability for any damage to or loss, upon, above, beneath, or across the PUBLIC RIGHT-OF-WAY pursuant to this AGREEMENT unless such damage or loss is caused by the sole active negligence or willful misconduct of CITY. As a material part of CITY’S decision to issue this AGREEMENT, PERMITTEE hereby assumes all risk of damage to the IMPROVEMENTS in or upon the PUBLIC RIGHT-OF-WAY arising from any cause attributable to CITY’S exercising its rights hereunder, and PERMITTEE hereby waives all claims in respect thereto against CITY, except if caused by the sole active negligence or willful misconduct of CITY.

PERMITTEE HEREBY ACKNOWLEDGES THAT IT HAS READ AND IS FAMILIAR WITH THE PROVISIONS OF CALIFORNIA CIVIL CODE SECTION 1542 (“SECTION 1542”), WHICH IS SET FORTH BELOW:

“A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS WHICH THE

CREDITOR DOES NOT KNOW OR SUSPECT TO EXIST IN HIS OR HER

FAVOR AT THE TIME OF EXECUTING THE RELEASE, WHICH IF KNOWN

BY HIM MUST HAVE MATERIALLY AFFECTED HIS OR HER
SETTLEMENT WITH THE DEBTOR.”

BY INITIALING BELOW, PERMITTEE HEREBY WAIVES THE PROVISIONS OF SECTION 1542 SOLELY IN CONNECTION WITH THE MATTERS WHICH ARE THE SUBJECT OF THE FOREGOING WAIVERS AND RELEASES:

PERMITTEE’S Initials: ___________
The waivers and releases by PERMITTEE contained herein shall survive the term of this AGREEMENT and shall be binding upon the assignees, transferees, and successors in interest of PERMITTEE.

8. Recovery of Costs for Enforcement of Agreement . The terms of this AGREEMENT may be enforced by CITY or its successors or assigns. In the event of any controversy, claim or dispute relating to this AGREEMENT, or the breach thereof, the prevailing party shall be entitle d to recover from the other Party reasonable expenses, attorneys’ fees and costs.

9. Hazardous Materials Use.
a. PERMITTEE covenants that it will not handle or transport Hazardous Materials on, over or across the IMPROVEMENTS or the PUBLIC RIGHT-OF-WAY. As used in this AGREEMENT, the term “Hazardous Materials” means: (a) any substance, products, waste, or other mater ial of any nature whatsoever which is or becomes listed, regulated, or addressed pursuant to the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), 42 United States Code Section 9601 et seq.; the Resources Conservation and Recovery Act, 42 United States Code Section 6901 et seq.; the Hazardous Materials Transportation

Conservation and Recovery Act, 42 United States Code Section 1801 et seq.; the Clean Water Act, 33 United States Code Section 1251 et seq.; the Toxic Substances Co ntrol Act, 15 United States Code Section 2601 et seq.; the California Hazardous Waste Control Act, Health and Safety Code Section 25100 et seq.; the Hazardous Substance Account Act, Health and Safety Code Section 25330 et seq.; the California Safe Drinking Water and Toxic Enforcement Act, Health and Safety Code Section 25249.5 et seq.; California Health and Safety Code Section 25280 et seq. (Underground Storage of Hazardous Substances); the California Hazardous Waste Management Act, Health and Safety Code S ection 25170.1 et seq.; California Health and Safety Code Section 25501 et seq. (Hazardous Materials Release Response Plans and Inventory); or the California Porter-Cologne Water Quality Control Act, Water Code Section 13000 et seq., all as amended (the above cited California state statutes are hereinafter collectively referred to as “the State Toxic Substances Law”); or any other federal, state, or local statute, law, ordinance, resolution, code, rule, regulation, order or decree regulating, relating to, or imposing liability or standards of conduct concerning any Hazardous Substance, now or at any time hereinafter in effect; (b) any substance, product, waste or other material of any nature whatsoever which may give rise to liability under any of the above statutes or under any statutory or common law theory based on negligence, trespass, intentional tort, nuisance or strict liability or under any reported decisions of a state or federal court; (c) petroleum or crude oil, other than petroleum and petroleum products which are contained within regularly operated motor vehicles; and (d) asbestos.

In the event the IMPROVEMENTS are now or in the future used in the handling or transporting of Hazardous Materials, PERMITTEE agrees to fully comply with all applicable federal, state, and local laws, rules, regulations, orders, decisions and ordinances (hereinafter referred to as “Hazardous Materials Standards”) concerning Hazardous Materials. PERMITTEE further agrees that at CITY’S request it will furnish CITY with proof, satisfactory to CITY, that PERMITTEE is in compliance with all such laws, rules, regulations, orders, decisions and ordinances. b. Notwithstanding anything else contained in this AGREEMENT and to the fullest extent permitted by law, in case of a breach of the obligations contained in this Section 9, PERMITTEE agrees to assume liability for and to save, indemnify, defend and hold harmless CITY from and against any and all injuries to any person, including wrongful death, and damage to property, including without limitation, property of CITY and PERMITTEE, and all related expenses, including without limitation reasonable attorneys’ fees, investigators’ fees, litigation expenses, and mitigation costs resulting in whole or in part from PERMITTEE’S failure to comply with any Hazardous Materials Standards issued by any governmental authority concerning Hazardous Materials. PERMITTEE, at its cost, shall assume the defense of all claims, in accordance with Section 13 hereof. PERMITTEE agrees to reimburse CITY for all reasonable costs of any kind incurred as a result of the PERMITTEE’ S failure to comply with this Section, including, but not limited to, judicial or administrative fines, penalties, clean-up and disposal costs, and reasonable legal costs incurred as a result of PERMITTEE’ S handling, transporting, or disposing of Hazardous Materials on, over, or across the IMPROVEMENTS and PUBLIC RIGHT- OF-WAY.

10. Standards. PERMITTEE shall comply with all statutes, ordinances, rules, regulations, orders and decisions (hereinafter referred to as “Standards”) issued by any federal, state or local governmental body or agency established thereby relating to PERMITTEE’ S use of the IMPROVEMENTS and PUBLIC RIGHT-OF-WAY hereunder. In its use of the IMPROVEMENTS

and PUBLIC RIGHT -OF-WAY, PERMITTEE shall at all times be in full compliance with all Standards, present or future, including, but not limited to, Standards concerning air quality, water quality, noise, and Hazardous Materials. In the event PERMITTEE fails to be in full compliance with Standards, CITY may, but shall not be obligated to, after giving notice of the failure to PERMITTEE, and if PERMITTEE, within thirty (30) days of such notice, fails to correct such non-compliance, or if such non-compliance is not capable of cure within thirty (30) days then promptly commences and diligently performs such appropriate corrective measures, take whatever action it determines in its sole discretion to be necessary to protect the public improvements, PUBLIC RIGHT-OF-WAY, and other adjacent property. PERMITTEE shall reimburse CITY for all reasonable costs (including but not limited to, consulting, engineering, clean-up and disposal, and reasonable legal costs) incurred by CITY as a result of PERMITTEE’ S failure to comply with such Sta ndards, and also such reasonable costs incurred by CITY in abating a violation of such Standards, protecting against a threatened violation of such Standards, defending any claim of violation of such Standards in any proceeding before any agency or court, and paying any fines or penalties imposed for such violations.

PERMITTEE shall, to the extent permitted by law, assume liability for and shall save and hold harmless CITY from any claim of a violation of the Standards regardless of the nature thereof or the agency or person asserting such claim, which results from PERMITTEE’ S use of the IMPROVEMENTS and PUBLIC RIGHT -OF-WAY; provided, however, that the foregoing shall not apply to the extent of CITY’S negligence or willful misconduct. PERMITTEE, at its cost, shall assume the defense of all such claims.

11. Tests and Inspections . CITY shall have the right at any time to inspect the IMPROVEMENTS, PUBLIC RIGHT -OF-WAY, and public improvements so as to monitor compliance with this AGREEMENT. If, in CITY’S sole judgment, any installation, use, or condition of the IMPROVEMENTS may have an adverse effect on the public improvements, PUBLIC RIGHT- OF-WAY, or CITY’S operations, CITY shall be permitted to, at its sole cost and expense, conduct any tests or assessm ents, including but not limited to environmental assessments, of or on the PUBLIC RIGHT-OF-WAY and public improvements, as it determines to be necessary or useful to evaluate the condition of the PUBLIC RIGHT-OF-WAY and public improvements. PERMITTEE shall cooperate with CITY in any tests or inspections deemed necessary by CITY. PERMITTEE shall pay or reimburse CITY, as appropriate, for all reasonable costs and expenses incurred due to any necessary corrective work and inspections thereafter within thirty (30) days of a request for payment and a statement detailing such costs and expenses.

12. Insurance.
a. Types; Amounts . PERMITTEE shall obtain, and shall require any subcontractor to obtain, insurance in the amounts described below unless specifically altered or waived by CITY (“Required Insurance”) prior to performing any work authorized by this AGREEMENT. If any of the Required Insurance contains a general aggregate limit, such insurance shall apply separately to this License or be no les s than two times the specified occurrence limit; however, the aggregate limit may be satisfied through the use of a primary general liability policy and umbrella / excess liability policy(ies).
(i) General Liability Insurance . PERMITTEE shall maintain occu rrence version general liability insurance, or equivalent form, with a combined single limit of not less than Two Million Dollars ($2,000,000) per

occurrence, with such limits being able to be satisfied through the use of a primary general liability policy and umbrella / excess liability policy(ies).

The general liability insurance policy must include coverage for the following:
(1) Bodily Injury and Property Damage
(2) Personal Injury/Advertising Injury
(3) Premises/Operations Liability
(4) Products/Completed Operations Liability
(5) Explosion, Collapse and Underground (UCX) exclusion deleted

(6) Contractual Liability with respect to this AGREEMENT (7) Broad Form Property Damage
(8) Independent Contractor Coverage
(ii) Business Automobile Liability Insurance. PERMITTEE shall maintain business automobile liability insurance with an each accident limit of not less than One Million Dollars ($1,000,000) for bodily injury and property damage, which shall be shall be at least as broad as Insurance Services Office Form Number CA 00 01 covering automobile liability (Coverage Symbol 1, any auto).
(iii) “All Risk” Property Insurance. PERMITTEE shall maintain a policy of property insurance for perils usual to a standard “all risk” insuran ce policy on all its IMPROVEMENTS or alterations in or on the PUBLIC RIGHT - OF-WAY, with limits equal to the value of all such IMPROVEMENTS or alterations.
b. General Provisions. The general liability insurance policy and the business automobile liability insu rance policy shall (1) name CITY, its officials, officers, employees and agents as additional insureds; (2) be endorsed to waive subrogation against CITY, its officials, officers, employees and agents as additional insureds; and (3) be primary and non -contributory.

All Required Insurance herein shall contain standard separation of insureds provisions, and shall contain no special limitations on the scope of protection provided to CITY, its officials, officers, employees and agents.
c. Certificates; Insurer Rat ing; Cancellation Notice . Prior to conducting any work in the PUBLIC RIGHT -OF-WAY, PERMITTEE shall furnish to CITY properly executed certificates of insurance which evidence all Required Insurance. PERMITTEE shall maintain the Required Insurance at all tim es while this AGREEMENT is in effect, and shall replace any certificate, policy, or endorsement which will expire prior to that date. All policies shall be

endorsed to provide the Required Insurance shall not be suspended, voided, reduced, canceled, or allowed to expire except on thirty (30) days prior written notice to CITY. Unless approved in writing by CITY, PERMITTEE shall place the Required Insurance with insurers licensed to do business in the State of California and with a current A.M. Best rating of at least A-:VII. d. Waiver of Subrogation. PERMITTEE releases CITY, its officials, officers, employees and agents from any claims for damage or harm to any person, the PUBLIC RIGHT-OF- WAY, or the IMPROVEMENTS, caused by, or which result from, risks insured under any insurance policy carried by PERMITTEE at the time of such damage or harm. PERMITTEE shall cause each insurance policy required herein to provide a waiver of subrogation in favor of CITY, its officials, officers, employees and agents.
e. Umbrella or Excess Insurance . If umbrella or an excess liability insurance policy is used to satisfy the minimum requirements for insurance coverage listed above, the umbrella or excess liability policies shall provide coverage at least as broad as specifi ed for the underlying coverages and covering those insured in the underlying policies. Coverage shall be “pay on behalf,” with defense costs payable in addition to policy limits. PERMITTEE shall provide a “follow form” endorsement or schedule of underlying coverage satisfactory to the CITY indicating that such coverage is subject to the same terms and conditions as the underlying liability policy.

f. Right to Self-Insure. PERMITTEE shall have the right and, by execution of this AGREEMENT and until PERMITTEE notifies CITY otherwise in writing, hereby elects to self-insure its risks under this AGREEMENT. PERMITTEE’s election to self-insure shall satisfy the requirements of this Section 12; provided, however, that PERMITEE shall be liable for all claims and damages which would otherwise have been insured against pursuant to this Section 12 with respect to the insurance types and limits specified herein as if third party policies were in effect.

13. Indemnity. PERMITTEE hereby agrees to defend, indemnify and hold CITY and its officials, officers, agents and employees free and harmless from and against any and all claims, demands, causes of action, costs, liabilities, expenses, losses, damages or injuries of any kind in law or equity, to persons or property, including wrongful death, in any manner arising out of or incident to any acts, omissions or willful misconduct of PERMITTEE, its partners, affiliates, agents, officials, officers or employees in performance of this AGREEMENT, use of the PUBLIC RIGHT-OF-WAY, or the construction, use, or operation of the IMPROVEMENTS. PERMITTEE shall further defend, indemnify and hold harmless the CITY and its officials, officers, agents and employees from all claims, demands, lawsuits, writs of mandamus, and other actions or proceedings (brought against the CITY or its departments, commissions, agents, officers, officials, or employees to challenge, attack seek to modify, set aside, void or annul any CITY decision made in connection with this AGREEMENT or PERMITTEE’ S use of the PUBLIC RIGHT -OF-WAY. PERMITTEE shall defend, with counsel of CITY’S choosing and at PERMITTEE’S sole expense, any and all aforesaid suits, actions or proceedings, legal or affirmative, that may be brought or instituted against CITY, its officials, officers, agents or employees. PERMITTEE shall pay and satisfy any judgment, award or decree that may be rendered against CITY, its officials, officers, agents or employees with respect to the IMPROVEMENTS or PERMITTEES use of the PUBLIC RIGHT -OF-WAY pursuant to the terms of this AGREEMENT . PERMITTEE shall reimburse such parties for any and all legal expenses and costs incurred by one or all of them in connection with this AGREEMENT or the

indemnity herein provided. PERMITTEE’S obligation shall survive termination or expiration of this AGREEMENT, and shall not be restricted to insurance proceeds, if any, received by CITY or its officials, officers, agents or employees.

14. Covenant Running With Land. This AGREEMENT shall be deemed a covenant running with the real property comprising the PUBLIC RIGHT-OF-WAY. All of the covenants, obligations, and provisions of this AGREEMENT shall be binding upon and inure to the benefit of successors, legal represent atives and assigns of the Parties. Every person who now or hereafter owns or acquires any right, title, or interest in and to any portion of the PUBLIC RIGHT-OF-WAY shall be conclusively deemed to have notice of this AGREEMENT, whether or not reference to this AGREEMENT is contained in the instrument by which such person acquires an interest in the PUBLIC RIGHT -OF-WAY. Therefore, each and every contract, deed or other instrument hereinafter executed, covering or conveying the PUBLIC RIGHT-OF-WAY shall conclusively be deemed to have been executed, delivered and accepted subject to this AGREEMENT.

15. Revocation. If any material breach of this AGREEMENT remains uncured by PERMITTEE for thirty (30) days following written notice by CITY (or such shorter period as emergency circumstances may require), CITY may revoke this AGREEMENT and associated encroachment permit by giving PERMITTEE thirty (30) days prior written notice of the CITY’ S intention to revoke the AGREEMENT and associated encroachment permit.

16. Miscellaneous.
a. Amendments. The provisions of this AGREEMENT may be amended by mutual written consent of both Parties.
b. Notices. All notices permitted or required under this AGREEMENT shall be given to the respective Parties at the following address, or at such other address as the respective Parties may provide in writing for this purpose:

PERMITTEE: Union Pacific Railroad Company
1400 Douglas Street, Mail Stop 1690
Omaha, Nebraska 68179
Attn: Kris Anderson, Manager – Acquisitions
With a copy to:

Union Pacific Railroad Company
1400 Douglas Street, Mail Stop 1580
Omaha, Nebraska 68179
Attn: Colby Rinker – Counsel
CITY: City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Attn: City Manager

Such notice shall be deemed made when personally delivered or forty-eight (48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the Party at its applicable address.

Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.
c. Entire Understanding . This AGREEMENT constitutes the entire understanding between the Parties, and supersedes all offers, negotiations and other agreements concerning the subject matter contained herein.
d. Invalidity. If any provision of this AGREEMENT is invalid or unenforceable with respect to any Party, the remainder of this AGREEMENT or the application of such provision to persons other than those as to whom it is held invalid or unenforceable, shall not be affected and each provision of this AGREEMENT shall be valid and enforceable to the fullest extent permitted by law.
e. Successors and Assigns. This AGREEMENT shall be binding on and inure to the benefit of the successors and permitted assignees of the respective Parties. f. No Third Party Beneficiaries. This AGREEMENT shall not be construed to create any third party beneficiaries. This AGREEMENT is for the sole benefit of the Parties, and their permitted successors, transferees, and assignees, and no other person or entity shall be entitled to rely upon or receive any benefit from this AGREEMENT or any of its terms. g. Consent to Jurisdiction and Venue. This AGREEMENT shall be construed in accordance with and governed by the laws of the State of Californi a. Any legal action or proceeding brought to interpret or enforce this AGREEMENT, or which in any way arises out of the Parties’ activities undertaken pursuant to this AGREEMENT, shall be filed and prosecuted in the appropriate California State Court in th e County of San Bernardino, California. Each Party waives the benefit of any provision of state or federal law providing for a change of venue to any other court or jurisdiction including, without limitation, a change of venue based on the fact that a governmental entity is a party to the action or proceeding, or that a federal right or question is involved or alleged to be involved in the action or proceeding. Without limiting the generality of the foregoing waiver, PERMITTEE expressly waives any right to have venue transferred pursuant to California Code of Civil Procedure Section 394.
h. Exhibits. All exhibits attached hereto form material parts of this AGREEMENT.

17. Possessory Interest . In accordance with Revenue and Taxation Code Section 107.6, this AGREEMENT may create a possessory interest subject to personal property taxation for which PERMITTEE shall be responsible.

18. Effective Date . The Parties hereby agree that the effective date of this AGREEMENT, and the effective date for all obligations of the Parties hereunder, shall be the date on which this AGREEMENT has been fully executed by both Parties.

SIGNATURE PAGE TO

ENCROACHMENT AGREEMENT

BETWEEN

CITY OF FONTANA

AND PERMITTEE
IN WITNESS WHEREOF, this AGREEMENT and the Encroachment Permit granted hereby have been duly issued by CITY on the date of execution last set forth below.

CITY OF FONTANA,
a California municipal corporation
By: ______________________________________
Name: ____________________________________
Its: _______________________________________
Date: ______________________________

PERMITTEE:

UNION PACIFIC RAILROAD COMPANY, a
Delaware corporation
By: ______________________________________
Name: ____________________________________
Its: _______________________________________
Date: ______________________________

EXHIBIT A & B

LEGAL DESCRIPTION AND MAP OF PUBLIC RIGHT-OF-WAY

[SEE ATTACHED]

EXHIBIT C

APPROVED FINAL DESIGN DRAWINGS AND PLANS FOR THE IMPROVEMENTS

[SEE ATTACHED]

3487+00
3488+00
3489+00
3490+00
3491+00
3492+00
3493+00
3494+00
50 '
50 '
28 '
Proposed Alhambra Main Track 1
Proposed Alhambra Main Track 2
Proposed Track 125
North Loop Road
50 '
North Loop Road

15.50' 18.00' 17.00' 15.00'

8.50'

3.00' C 2.87' C
North Loop Road

FONTANA, CALIFORNIA
O
verpass
N
orth Loop R
oad
O
verpass
E
tiw
anda A
ve
Track Structure
Green is Proposed Track and
NOTE: Everything Depicted in

5.6 '

3.5 '

33.5 '9.1
'
90 'UPRR Access Road40
'

N
001 001

TYPICAL SECTION FOR SECOND MAIN TRACK
Sta. 3491+50.00
Road
50 0 50

S C A L E I N F E E T
100
R / W
R / W

ETIWANDA AVE CONSTRUCTION EASEMENT EXHIBIT
G
DRAWN BY:
8/4/2022
of
CHECKED BY:

DATE:

SHEET NUMBER
LOCATION & DESCRIPTION:

SHEET TITLE:

Color table: K:\Bentley\WorkspaceV8i\projects\Clients\UPRR_Track\UPRR_Track_V8i\color\UPRR.tbl F:\2019\0501-1000\019-0853\40-Design\Microstation\019-0853_RLTK\pentable\019-0853_RLTK.tbl Default 8/4/2022
F:\2019\0501-1000\019-0853\40-Design\Microstation\019-0853_RLTK\DGN\Sheets\00_Exhibits\Etiwanda Loop Exhibit.dgn Omaha, NE 68106-2810
2111 South 67th Street, Suite 200
www.olsson.comFAX 402.341.5895
TEL 402.341.1116
AJZ
JRM
CONSTRUCT 2MT BON VIEW TO SOUTH FONTANA
ALHAMBRA SUBDIVISION MP 520.94 TO MP 530.54

ONTARIO, CALIFORNIA

UPRR ROW
Sta. 3490+88 to 3492+42
ROW Required (0.02 AC)
Bridge Pier

UPRR ROW
Subgrade Subgrade
6" Subballast
12" Ballast
6" Subballast 12" Ballast
20:1 Max. Slope
Walkway Ballast
Required R/W
Existing Pavement
CE 118495
See Structural Dwg
Construct Pier Protection
Track 125
Proposed
Main Track #1
Proposed
LC LC
-2.0%
Cut Section
L
Proposed Main Track #2
Existing Main Track #1 /
LC
3:1

2.0%
L
FILE NAME: pw://HDR_US_National_01/4195/10337880/alh52744_oca.dgn PLOTTED: 11/29/2022 12:26:21 PM
ALO
TMR
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA

GENERAL ARRANGEMENT

SECTION DESIGNATION

LETTER SERIES
SHEET NO. SHOWN ONSHEET NO. CUT ON
variances.
in compliance with the plans and indicating any construction as-built drawings confirming that the project was constructed to provide to the office of the Director Structures Design Contractor or UPRR Manager in charge of construction

POSTCONSTRUCTION COMPLIANCE

IN CHARGE OF CONSTRUCTION DATE

1 of 7
OVHD 527.44 & 527.45
SP ROUTE SYMBOL B, FORMER OVHD 527.33 AND 527.34
118496
C E NUMBERDRAWN BY:

CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER: LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W

HDR-JWT
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(ORIGINAL SIGNED BY)BY:

DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(HOLD)
6'-9"
(HOLD)
7'-0"

GENERAL NOTES

CONSTRUCTION NOTES
3'-10"28'-0"50'-0"
15'-6" MIN.

VARIES
15'-6" MIN.

VARIES

18'-0"
125100
65374 UP-DGW
05-26-22
11/29/22
/ /
/ /
/ /
5'-6"
8'-10"
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

PROPOSED CONSTRUCTION SEQUENCE

NAME: DATEGEORGE SARAH P.E.

McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,
(9'-0" MIN.)
VARIES
(2'-0" TO
VARIES

PROFESSIONAL
R
EG

ISTERED EN
G
IN
E
E
R
TATE
OF
STA
S
A IFC
RN
IA
O
L
CIVIL
MARK C.HATC
EXP. 06-30-23
H
C77971

PLAN - CONCRETE PIER PROTECTION
SCALE: 1"=15'
A
21 B
21 1
1 1
1 1
1 ` ETIWANDA AVE.` LOOP ROAD
ABUTMENT #5
` EXISTING
BENT #4
` EXISTING` LOOP ROAD
BENT #3
` EXISTING
BENT #2
` EXISTING
ABUTMENT #1
` EXISTING
3490+00 3491+00
construction.
construction. Notify DigAlert, 1-800-227-2600, at least 48 hours prior to

13. Location of known utilities is approximate. Location shall be verified prior to

1-800-336-9193.
that all necessary relocations have been completed. The CBYD number is:
60 days) prior to proposed construction start date. Prior to construction, confirm

12. Contact the Union Pacific "Call Before You Dig" number 90 days (not less than

DIVISION OF RESPONSIBILITY
A. RAILROAD
Proposed Track 125.

1. Provide and install ballast, ties, rail and OTM for Proposed Track No. 1 and B. CONTRACTOR
of AVP Engineering Design prior to construction.

3. Modifications to the design drawings shall be approved by the Office

Manager.
shown on the plans shall be reported immediately to UPRR Project and elevations. Any variations in dimensions or elevations from those field inspection of the site verifying all pertinent dimensions

2. Before ordering any material, the Contractor shall make a detailed

1. Coordinate all construction activities with the Railroad. relocation of, fiber optic cable, call 1-800-336-9193.
companies, agencies and/or authorities. For information on, and embankment and coordinate these activities with the appropriate utility of all utilities affected by the construction of the structure and

4. Verify the location, relocation, abandonment, and/or temporary support by the Railroad, required to complete the work.

Contractor shall be responsible for providing all material, not provided

7. Bill of material and schedule are provided for information only.

approved by the Railroad.

Construction shall not begin until the construction plan has been activity, schedule and procedure for each aspect of the work.

6. Provide the Railroad with a detailed construction plan defining the

work.

5. Apply for and obtain all construction permits necessary to perform the construction plan.

15. Accomplish activities within the schedule specified in the approved

shown on this sheet.

14. Accomplish all of the tasks described in the proposed construction sequence

embankment.

Specifications. Perform grading as required to drain and match existing

13. Provide and place all fill and subballast material per UPRR Grading

prior to beginning construction.
if proposed, shall be approved by the Office of AVP Engineering Design construction sequence on this sheet. An alternate construction sequence,

12. Perform the required construction in the order described in the proposed

11. Construct cast-in-place reinforced concrete pier protection.

met, including the provisions on Plan No. 710000, Sheet No. 1. requirements in BNSF/UPRR Temporary Shoring Guidelines shall be AVP Engineering Design prior to beginning construction. The shoring and bracing must be approved by the Office of UPRR engineer registered in the state of California. All temporary and bracing shall be designed, signed and sealed by a professional for all temporary shoring and/or bracing. All temporary shoring the work. Provide the Railroad with details, design and procedure protect the existing track and bridge structure affected by

10. Provide all temporary shoring and/or bracing required to support and

9. Perform all work not performed by the Railroad.
slipping between the midrail and walking/working surface. protection shall be provided such as screens or mesh to prevent If conditions warrant, i.e. pedestrian traffic/weather, additional

rails and midrails shall not extend past the posts or uprights. and lacerations and prevent snagging of clothing. The ends of top Guardrail system shall be surfaced to prevent injuries from punctures

outward or downward direction at any point.
withstanding without failure, a force of 200 lbs. applied in any Entire guardrail system, including anchorages, shall be capable of

intervals.

Metal or timber posts or uprights shall be spaced at maximum 10 foot

walking/working surface and top rail.

At least one midrail shall be provided, evenly spaced between

3 inches above the walking/working surface.

The top edge height of the top rail shall be 42 inches plus or minus

on Temporary Shoring shall include but not be limited to the following:

8. Provide temporary handrail system as directed by UPRR Manager. Guardrails

IN PLACE)

MORGAN GAS LINE (ABANDONED
EXISTING 20" DIA. KINDER
SEE DWG. CE #118495

PIER PROTECTION WALLS,
T/R ELEV. 990.87 (PROPOSED)
T/R ELEV. 990.58 (EXISTING)
STA. 3490+06.75 (FIELD VERIFY)
T/R ELEV. 991.17 (PROPOSED)
T/R ELEV. 990.93 (EXISTING)
STA. 3490+86.78 (FIELD VERIFY)

EXISTING COLUMN

EAST FACE OF
PIER PROTECTION #2PIER PROTECTION #1

EXISTING COLUMN

EAST FACE OF
(TIMETABLE WEST)
& YUMA JCT.

TO K-MART
(TIMETABLE EAST)

RANCHO (COLTON)

TO KAISER &
87°56'14"
87°56'14"
RIGHT
PROFILE:

RIGHT-OF-WAY:

Approx. 28' left of ` Existing Mainline Track
Approx. 50' right of ` Existing Mainline Track

UPRR track plans (Ref. 1).

Top of rail profile of Existing Mainline and Proposed Switching Lead per

ELECTRIC

UPRR UNDERGROUND

UPRR ROW

EXISTING
ROW

PROPOSED UPRR

IN PLACE)

MORGAN GAS LINE (ABANDONED
EXISTING 16" DIA. KINDER
ALIGNMENT: TANGENT
` PROPOSED TRACK NO. 2
` EXISTING MAINLINE TRACK =
ALIGNMENT: TANGENT
` PROPOSED TRACK 125
ALIGNMENT: TANGENT
` PROPOSED TRACK NO. 1

UPRR ROW

EXISTING
+-+-
+-
+-
+-

5. Restore area to original condition or better.

Ref. 1, and as shown on Sheet No. 2.

4. Re-establish embankments to elevations shown on the UPRR track plans,

3. Construct pier protection.

to construct pier protection. Locate and protect 16" KM gas line.

2. Perform temporary excavation and/or construct temporary shoring as required

1. Existing track to remain in service.

BILL OF MATERIAL

REQ'D UNIT DESCRIPTION ORDERED BY
CONTRACTOR247 CU.YD.

SHEET NOS. 3 THRU 7)
PIER PROTECTION #2 (PER SPECIFICATIONS, SHEET NO. 4 AND DETAILS, 4000 PSI CONCRETE - 80.1 CU.YD. PIER PROTECTION NO. 1 AND 166.6 CU.YD. 1 LOT

SHEET NO. 4 AND SCHEDULE, SHEET NO. 3)
REINFORCING STEEL FOR PIER PROTECTION #1 (PER SPECIFICATIONS,

LOT1
SHEET NO. 4 AND SCHEDULE, SHEET NO. 6)
REINFORCING STEEL FOR PIER PROTECTION #2 (PER SPECIFICATIONS,

LOT1

VOID FORM, MINIMUM COMPRESSION AFTER SATURATION = 95%
1 LOT MATERIAL FOR UTILITY LINE PROTECTION

DRAWING SCHEDULE

DESCRIPTION
1 THIS SET

GENERAL ARRANGEMENT
SHEET NO.
2 TYPICAL SECTIONS
3 4
5 6
7 CONCRETE PIER PROTECTION #1 DETAILS (SHEET 1 OF 2)
CONCRETE PIER PROTECTION #1 DETAILS (SHEET 2 OF 2)
CONCRETE PIER PROTECTION #2 DETAILS (SHEET 1 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS (SHEET 2 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS (SHEET 3 OF 3)
SHEET NO.

REF.

DESCRIPTIONDWG. NO.NO.
1 REV.NO.
--
2 -
P035
OF
P014
C-503-11 1 -10
OVERHEAD, BRIDGE NO. 54C-93, 1963

SAN BERNARDINO COUNTY, WEST KAISER & SERVICE ROAD
DATED AUGUST 13, 2019
MP. 523.45 TO 532.38, CONSTRUCT SECOND MAINLINE,

SIERRA, CALIFORNIA, ALHAMBRA SUBDIVISION

TRACK PLAN AND TOP OF RAIL PROFILE, GUASTI TO
-3 6518B -
AS-BUILTS, DATED 2019
SLPP L.P., PIPELINE RELOCATION AND PROTECTION
+-

GAS LINE (PROTECT IN PLACE)

CALIFORNIA UNDERGROUND

EXISTING SOUTHERN
+-
3'-6" )+-

THIS SHEET)

IN PLACE)(SEE UTILITY NOTE,
GAS LINE w/36" CASING (PROTECT
EXISTING 16" DIA. KINDER MORGAN
VERIFY LOCATION PRIOR TO CONSTRUCTION.

AS-BUILTS (REF. 3). CONTRACTOR TO

AN APPROXIMATION ONLY BASED ON PIPELINE

LOCATION OF UTILITY LINES SHOWN IS
UTILITY NOTE:

(Ref. 2), subtract 1.61' from design elevations.

For elevations to relate to West Kaiser and Service Road Overhead As-Built plans at centerline of existing Etiwanda Ave. Overhead, Bridge No. 54C-93, Sta. 3490+86.78.

11. Elevation Datum : NAVD88 Top of Rail Elevation 990.93 on existing mainline track

no. 54C-93, Sta.3490+86.78 at centerline of existing mainline track.

10. Rail Stationing is based on centerline of existing Etiwanda Ave. Overhead, Bridge

9. These drawings to be worked with UPRR Track Profile and Grading Plan (Ref. 1).

construction of the proposed pier protection.

8. The existing mainline track and siding track are to remain in service during

(909) 395-2025
Engineering Department
City of Ontario
Contact:

Contractor to contact City of Ontario to arrange for temporary closures if necessary. to remain in service during and after the construction of the pier protection.

7. The existing overheads at Etiwanda Ave. and Loop Road, Bridge No. 54C-93, are

to a condition equal to or better than existing.
structure and replace the areas removed and disturbed in the course of construction

6. Contractor shall perform excavation as required for construction of the new

bridge plans and a survey performed by HDR Engineering, Inc. dated 06/28/06. information provided by UPRR including track plans, existing overhead proposed track, existing bridge and existing ground elevations is based on

5. All information shown on these plans regarding location of the existing and

Seismic Design Criteria for a peak rock acceleration of 1.5g.

4. Seismic design forces for pier protection are in accordance with AREMA

(API) package.

3. Construction means and methods shall comply with the All Permits Issued

Foundations and Chapter 9 - Seismic Design for Railway Structures. accordance with the AREMA Manual, Chapter 8 - Concrete Structures and

2. The cast-in-place concrete pier protection has been designed in

conflict between specifications, the more restrictive will apply.

Way Association (AREMA) Manual for Railway Engineering. In the event of and the most current American Railway Engineering and Maintenance-of- shall be accomplished as specified in Union Pacific Railroad Specifications

1. All work requirements shown on these drawings and not otherwise detailed (PROTECT IN PLACE)
ELEV. 949 +/-

KINDER MORGAN GAS LINE
EXISTING 20" DIA.

TYPICAL SECTIONS
9"
2'-6"
FILE NAME: pw://HDR_US_National_01/4195/10337880/alh52744_oca.dgn PLOTTED: 11/29/2022 12:26:22 PM

ALO
TMR
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
2 of 7

118496
C E NUMBERDRAWN BY:

CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER: LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W

HDR-JWT
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(ORIGINAL SIGNED BY)BY:

DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(HOLD)
1'-0"
(HOLD)
1'-0"

45'-0"

23'-4"
(TYP.)
VARIES (12'-3" MIN.)
(TYP.)
VARIES (12'-3" MIN.)
OVHD 527.44 & 527.45
23'-5"
MIN. VERTICAL CLEARANCE MIN. VERTICAL CLEARANCE
23'-5"
125100
65374 UP-DGW
05-26-22
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME: DATEGEORGE SARAH P.E.

McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

46'-0"

23'-4"

VARIES (15'-6" MIN.)

18'-0"

VARIES (9'-0" MIN.)
(2'-0" TO 3'-6" )
VARIES
VARIES (15'-6" MIN.)VARIES (15'-6" MIN.)18'-0"VARIES (9'-0" MIN.) (2'-0" TO 3'-6" )
VARIES

PROFESSIONAL
R
EG

ISTERED EN
G
IN
E
E
R
TATE
OF
STA
S
A IFC
RN
IA
O
L
CIVIL
MARK C.HATC
EXP. 06-30-23
H
C77971

SECTION A
1 2SCALE: ‚"=1'-0"

SECTION B
1 2SCALE: ‚"=1'-0"
1 1
1 1
1 ` EXISTING BENT #3
` EXISTING BENT #2

BASE OF EXISTING FOOTING
ELEV. 980.86
ELEV. 981.37

BASE OF FOOTING
ELEV. 980.86

BASE OF EXISTING FOOTING

TOP OF WALL
ELEV. 1003.12
` EXISTING BENT #3
` EXISTING BENT #2

BASE OF EXISTING FOOTING
ELEV. 982.36
ELEV. 982.84

BASE OF FOOTING
ELEV. 981.61

BASE OF EXISTING FOOTING

TOP OF WALL
ELEV. 1003.42
` PROPOSED TRACK NO. 1
` PROPOSED TRACK NO. 2
` EXISTING MAINLINE TRACK =
` PROPOSED TRACK NO. 1
` PROPOSED TRACK NO. 2
` EXISTING MAINLINE TRACK =
` PROPOSED TRACK 125
` PROPOSED TRACK 125
SEE DWG. CE #118495

PIER PROTECTION WALL,
+- +-

SUBBALLAST

BALLAST

VOID FORM

EXISTING COLUMN

FACE OF

NEAR FACE
PROTECTION #1
PIER
+- +- +-

EXISTING COLUMN

FACE OF

NEAR FACE
PROTECTION #2
PIERSEE DWG. CE #118495

PIER PROTECTION WALL,

SUBBALLAST

BALLAST
+-
+-+-
+-
+-
+-
+- +-
ELEV. 983.87

BASE OF WALL
ELEV. 985.34

BASE OF WALL

LOW CHORD

LOW CHORD
CASING

EDGE OF
+
CASING

EDGE OF
(ABANDONED IN PLACE)
T/PIPELINE ELEV. 982
STA. 3489+84

KINDER MORGAN GAS LINE
EXISTING 20" DIA.
(ABANDONED IN PLACE)
T/PIPELINE ELEV. 982
STA. 3489+84

KINDER MORGAN GAS LINE
EXISTING 20" DIA.
+-
+

UTILITY NOTE, THIS SHEET)
(PROTECT IN PLACE)(SEE
ELEV. 978

T/PIPELINE
w/ 36" DIA. CASING

KINDER MORGAN GAS LINE
EXISTING 16" DIA.
+ +

UTILITY NOTE, THIS SHEET)
(PROTECT IN PLACE)(SEE
ELEV. 977

T/PIPELINE
w/ 36" DIA. CASING

KINDER MORGAN GAS LINE
EXISTING 16" DIA.

VERIFY LOCATION PRIOR TO CONSTRUCTION.

AS-BUILTS (REF. 3). CONTRACTOR TO

AN APPROXIMATION ONLY BASED ON PIPELINE

LOCATION OF UTILITY LINES SHOWN IS
UTILITY NOTE:

FILE NAME: pw://HDR_US_National_01/4195/10337880/alh52744_oca.dgn PLOTTED: 11/29/2022 12:26:22 PM

ALO
PTL
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
3 of 7
21'-9"
40'-6"
4'-6" 4'-6"
4'-6"
5'-9"5'-0"7'-0"5'-0"7'-0"5'-0"5'-9"
40'-6"
4'-6"7'-6"4'-6"7'-6"4'-6"7'-6"4'-6"
8'-3"12'-0"12'-0"8'-3"
1'-0"
2'-2'
2'-0"
5"
1'-3"1'-3"
6-C402b 8-C402b
5"
1'-3"
1'-9"
6'-8"
1'-9"
4'-7"
1'-9"
3'-0"
9'-9"
1'-10"
2'-2"
2'-0"
6"
1'-11"

118496
C E NUMBERDRAWN BY:

CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 1 OF 2)
CONCRETE PIER PROTECTION #1 DETAILS
(ORIGINAL SIGNED BY)BY:

DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(TYP.)
4'-3"
(TYP.)
9"
(TYP.)
2" CLR.
(TYP.)
16'-6"
(TYP.)
7'-0"

2'-6"
(TYP.)
7'-0"
(HOLD)
6'-9"
(TYP.)
1'-0" (HOLD)
(TYP.)
3" GAP
(TYP.)
1'-0" GAP
(TYP.)
3" GAP
(TYP.)
8'-3"
(TYP.)
8'-3"
(TYP.)
2'-3"
(TYP.)
2'-3"
(TYP.)
2'-6"

19'-3"
CLR.
3"
CLR.
3"
CLR.
3"
(TYP.)
3" GAP
(TYP.)
2'-3"
(TYP.)
2'-3"

5-G1900 (EF)

8-D1810 (EF)
(TOP & BOT.)
6-D211b

8-C402b

6-G1900 (EF)

8-D1810 (EF)

6-G1900 (EF)
(TOP & BOT.)
6-D211b
(TOP & BOT.)
6-D211b

5-G1900 (EF)

6-C402b

4"
= 3'-9"
5 SPA. @ 9"

7 SPA. @ 1'-0" = 7'-0"

7"
= 3'-9"
5 SPA. @ 9"

7 SPA. @ 1'-0" = 7'-0"

7"
= 3'-9"
5 SPA. @ 9"

7 SPA. @ 1'-0" = 7'-0"

7"
= 3'-9"
5 SPA. @ 9"

4"
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22
2'-6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME: DATEGEORGE SARAH P.E.

McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
R
EG

ISTERED EN
G
IN
E
E
R
TATE
OF
STA
S
A IFC
RN
IA
O
L
CIVIL
MARK C.HATC
EXP. 06-30-23
H
C77971
PLAN
CONCRETE PIER PROTECTION #1
SCALE: …"=1'-0"
(LOOKING AT NEAR FACE OF WALL)

ELEVATION
C
43 F
43 D
43 E
43 1
1 1
1 (TYP.)
I1600

REINFORCING

FOOTING
C402b D606b
I1107b
C209bC102b
COLUMN
` EXISTING
COLUMN
` EXISTING
COLUMN
` EXISTING
` FOOTING
` FOOTING

BASE OF FOOTING
ELEV. 981.37

TOP OF WALL
ELEV. 1003.12
D211b
E1002bE604b
C211b
C300b
G1900
PROTECTION #1
` CONCRETE PIER
LAST TWO DIGITS ARE INCHES.

BAR LENGTHS ARE GIVEN IN FEET AND INCHES; THE
CORRESPONDING TO BAR SIZE #2 THROUGH #18.

ARE REPRESENTED BY THE LETTERS A THROUGH L
FOLLOWED BY THE LETTER "b" IF BENT. BAR SIZES

BAR DESIGNATIONS CONSIST OF BAR SIZE & LENGTH
NOTE:
(DIMENSIONS ARE OUT TO OUT)

BENDING DIAGRAM
E604b
(TYP.)
D211b (TYP.)
C402b
(TYP.)
E1002b

EXISTING COLUMN

FACE OF
(TYP.)
FORM
VOID
E3706
E3806
E604b

FAR FACE (FF)
D606b (TYP.)

NEAR FACE (NF)
G1900
D606b (TYP.)
(TYP.)
(PLACE AS SHOWN)
C102b OR C211b
(TYP.)
D211b
C402b
(TYP.)

VOID FORM
C402b
C402b
(TYP.)
C209b
D400 (TYP.)
(TYP.)
C300b
BARS)
MATCH G1900
I1107b (TYP.

G1900
(TYP.)
D606b
E3806 (NF)

REINFORCING SCHEDULE
CONCRETE PIER PROTECTION WALL #1

MARK SIZE LENGTH SHAPE
34 C402b #4 4'-2"
32 C209b #4 2'-9"
80 C300b #4 3'-0"
24 #6 16'-0"
#5 4'-0"
16'-0"
C102b #4 1'-2"
C211b #4 2'-11"
81 81
36 D211b #5 2'-11"
40 D606b #5 6'-6"
60 D1810 #5 18'-10"
E604b #6 6'-4"40
E1002b #6 10'-2"40
#6E370620 37'-6"
#6E380620 38'-6"
#8G190046 19'-0"
I1107b46 11'-7"#10
24 136
E1600
I1600 #10
D400
TOTAL
EST. WT. OF REINFORCING STEEL = 12,795 LB.

HOOK
90° STD.

HOOK
135° STD.

HOOK
135° STD.
11"R
(TYP.)
G1900
(TYP.)
D1810
(TYP.)

AS SHOWN)
D1810 (PLACE
G1900
NF = NEAR FACE
FF = FAR FACE
EF = EACH FACE

3. BOT. = BOTTOM

2'-0" EACH WAY.

AS SHOWN. THEY ARE SPACED AT APPROX.

2. C102b AND C211b TIES SHOULD BE PLACED

SHEET NO. 4.

STEEL NOTES AND VOID FORM NOTES, SEE

1. FOR CAST-IN-PLACE CONCRETE, REINFORCING
NOTES:

FAR FACE REINFORCING MATCHES NEAR FACE SPACING.

NEAR FACE REINFORCING SHOWN ONLY FOR CLARITY.

NOTE:
1'-3"R
1'-3"
R
4'-6"
JOINT

CONSTRUCTION
(TYP.)
E1600

FILE NAME: pw://HDR_US_National_01/4195/10337880/alh52744_oca.dgn PLOTTED: 11/29/2022 12:26:22 PM

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AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
4 of 7
16'-6"
8'-3" 8'-3"
19'-3"2'-6"
7'-0"2'-6"7'-0" 7'-0"2'-6"7'-0"
19'-3"2'-6"
9"3"
19'-3"

118496
C E NUMBERDRAWN BY:

CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 2 OF 2)
CONCRETE PIER PROTECTION #1 DETAILS
(ORIGINAL SIGNED BY)BY:

DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(TYP.)
2" CLR.
(TYP.)
3" CLR.
(TYP.)
3" CLR.
(TYP.)
2" CLR.

3"
19-E3806 (NF) & 19-E604b (FF)
18 SPA. @ 1'-0" = 18'-0"

3"
19-E3806 (NF), 19-E3706 (MID) & 19-E1002b (FF)
18 SPA. @ 1'-0" = 18'-0"

4"
(TYP.)
2" CLR.

3"
19-E3806 (NF) & 19-E3706 (FF)
18 SPA. @ 1'-0" = 18'-0"

4"
CLR.
3"

4"
17-D400 (TOP & BOT.)
16 EQUAL SPACES = 15'-9"

4" VOID FORM NOTES

CAST-IN-PLACE CONCRETE NOTES
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22
2'-6"
2'-6"
2'-6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME: DATEGEORGE SARAH P.E.

McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
R
EG

ISTERED EN
G
IN
E
E
R
TATE
OF
STA
S
A IFC
RN
IA
O
L
CIVIL
MARK C.HATC
EXP. 06-30-23
H
C77971

SECTION C
3 4SCALE: …"=1'-0"

SECTION D
3 4SCALE: …"=1'-0"

SECTION E
3 4SCALE: …"=1'-0"

SECTION F
3 4SCALE: …"=1'-0"
1 11
1 1
1 ` FOOTING
(TYP.)
D400
(TYP.)
D400
(TYP.)
E1002b
(TYP.)
E3806
(TYP.)
E3706
PROTECTION #1
` CONCRETE PIER
` EXISTING BENT
PROTECTION #1
` CONCRETE PIER
PROTECTION #1
` CONCRETE PIER
(TYP.)
C209b
I1600
(TYP.)
C300b
E1600
(NF)

NEAR FACE
E604b & E3806 BARS)
D606b (TYP., MATCH
G1900
(FF)

FAR FACE
I1107b
(TYP.)
90° HOOK ENDS AS SHOWN)
SHEET NO. 3, ALTERNATE
C211b (PLACE AS SHOWN ON
C402b
G1900
(NF)

NEAR FACE
(TYP.)
E1600
I1107b
(TYP.)
C209b
(TYP.)
I1600
(TYP.)
C300b
(FF)

FAR FACE
D211b

VOID FORM
HOOK ENDS AS SHOWN) (TYP.)
SHEET NO. 3, ALTERNATE 90°
C102b (PLACE AS SHOWN ON
(NF)

NEAR FACE
D211b
D400 (TYP.)

AROUND PERIMETER)
20-C300b (PLACE AS SHOWN

PROTECTION WALL

OUTLINE OF PIER

SHOWN IN INTERIOR)
8-C209b (PLACE AS
I1600 (BOT.)
E1600 (TOP) & 2. Minimum compression of saturated void form is 95%.

water.
pier protection wall, saturate void form with

1. Seven days after placement of concrete for
CONCRETE:

REINFORCING STEEL:

Engineering requirements.
otherwise noted shall meet current AREMA Manual for Railway is prohibited. Minimum concrete cover on reinforcing not securely wired against displacement. Tack welding of reinforcing

3. Reinforcing steel is to be blocked to proper location and are out to out of bar.

CRSI Manual of Standard Practice. Dimensions of bending details

2. Fabrication of reinforcing steel shall be per Chapter 7 of the ASTM A615 Specifications and meet Grade 60 requirements.

1. Reinforcing steel shall be deformed, new billet bars per current (FF)

FAR FACE
E604b
E3806
(TYP.)
E604b
(TYP.)
E3806
E1002
E3706
E3806
(TYP.)
E3706
(TYP.)
E3806
E3706
E3806
G1900 BARS (TYP.)
I1107b (LLV) MATCH
NF = NEAR FACE
MID = MIDDLE
LLV = LONG LEG VERTICAL
FF = FAR FACE

2. BOT. = BOTTOM

SEE SHEET NO. 3.

1. FOR REINFORCING STEEL SCHEDULE,
NOTES:
4'-6"
2'-3"2'-3"

4"
= 3'-9"
5 SPA. @ 9"

4"
(TYP.)
3"CLR.
construction joints.

C309 Type 2 membrane. Curing membrane shall not be used on concrete in

9. Curing shall be accomplished by wet curing or application of an ASTM

8. Admixtures shall not be used without approval by the Railroad. be between 5% and 7% (by volume).
air-entraining admixture at the time of mixing. Air-entrainment shall

7. All concrete shall be air-entrained by addition of an approved

sand.

Coarse aggregate shall be size no. 67. Fine aggregate shall be natural

6. Aggregates shall be graded in accordance with ASTM C33 specifications.

accordance with ASTM C150 specifications.

5. Cement shall be Type I, Type II or Type III Portland Cement in weight) does not exceed 0.45.

4. Concrete shall be proportioned such that the water - cement ratio (by

a smooth finish, free of all float or trowel marks.
edges of 90° or less are to be chamfered ƒ" x ƒ". Top surfaces to have smooth and uniform appearance without rubbing or plastering. Exposed

3. Exposed surfaces shall be formed in a manner which shall produce a

2. Minimum compressive strength at 28 days shall be 4000 psi.

for Railway Engineering.
with Chapter 8: Concrete Structures and Foundations of the AREMA Manual

1. All concrete materials, placement and workmanship shall be in accordance JOINT

CONSTRUCTION
JOINT

CONSTRUCTION
D1810

FILE NAME: pw://HDR_US_National_01/4195/10337880/alh52744_oca.dgn PLOTTED: 11/29/2022 12:26:23 PM

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AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
5 of 7
81'-0"
4'-6" 7'-10" 7'-8"
7'-8"
81'-0"
2'-6" 18'-1"
20'-7"
5'-0"11'-0"5'-0"11'-0"5'-0"11'-0"5'-0"6'-0"
16'-0"16'-0"16'-0"8'-6"
1'-0" = 7'-0"
1'-3"1'-3"
2'-3"2'-3" 3'-11"3'-11"
8'-4"7'-8"8'-4"7'-8"8'-4"7'-10"8'-0"4'-6"
6-C402b
= 3'-9"
7 SPA. @1'-0"9 EQ. SPA. = 7'-0"1'-0"7 SPA. @ 1'-0" = 7'-0"1'-0"9 EQ. SPA. = 7'-0"1'-0"7 SPA. @ 1'-0" = 7'-0"1'-0"9 EQ. SPA. = 7'-2"10"7 SPA. @ 1'-0" = 7'-0"10"5 SPA. @ 9"4" 8-D1708 (EF)
D7043" CLR.

118496
C E NUMBERDRAWN BY:

CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 1 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W(ORIGINAL SIGNED BY)BY:

DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(TYP.)
2" CLR.
(TYP.)
2'-9" LAP
(TYP.)
2'-9" LAP
(TYP.)
2'-9" LAP
(TYP.)
7'-0"

2'-6"
(TYP.)
7'-0"
(TYP.)
7'-0"
(TYP.)
3'-10"
(TYP.)
3'-10"
(TYP.)
1'-0" HOLD
(TYP.)
9"
(TYP.)
6" GAP
(TYP.)
1'-0" GAP
(TYP.)
3" GAP
(TYP.)
4'-3"

5-G1710 (EF)

8-D1708 (EF)
(TOP & BOT.)
6-D211b

10-G1710 (EF)

12-C402b

8-D1708 (EF)
(TOP & BOT.)
6-D211b

10-G1710 (EF)

12-C402b

8-D1708 (EF)
(TOP & BOT.)
6-D211b

10-G1710 (EF)

12-C402b
(TOP & BOT.)
6-D211b
CLR.
3"
CLR.
3"
(TYP.)
3'-10"
(TYP.)
3'-10"
(TYP.)
6" GAP

2'-3"

3'-11"

3'-11"
(TYP.)
2'-9" LAP
(TYP.)
2'-9" LAP
(TYP.)
16'-6"
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22
2'-6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME: DATEGEORGE SARAH P.E.

McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
R
EG

ISTERED EN
G
IN
E
E
R
TATE
OF
STA
S
A IFC
RN
IA
O
L
CIVIL
MARK C.HATC
EXP. 06-30-23
H
C77971
CONCRETE PIER PROTECTION #2
SCALE: …"=1'-0"
(LOOKING AT NEAR FACE OF WALL)

ELEVATION
PLAN
K
75 M
75 L
75 G
75 H
75 J
75 1
1 1
` FOOTING ` FOOTING ` FOOTING
COLUMN
` EXISTING
COLUMN
` EXISTING
COLUMN
` EXISTING

TOP OF WALL
ELEV. 1003.42

BASE OF FOOTING
ELEV. 982.84
` FOOTING ` FOOTING ` FOOTING
COLUMN
` EXISTING
PROTECTION #2
` CONCRETE PIER
MATCHLINE - SEE SHEET NO. 6MATCHLINE - SEE SHEET NO. 6

EXISTING COLUMN

FACE OF
C402b (TYP.)
E1306 (TYP.)D606b
E607b
1'-3"R
E4000
(TYP.)

VOID FORM
(TYP.)
D211b
(TYP.)
E1402b
(FF)

FAR FACE
(NF)
NEAR FACEE1703 E2703
G1710
(TYP.)
D606b
(TYP.)
C300b
G1710 BARS)
(TYP. MATCH
H1000b
(TYP.)
C209b
D400
C402b
(TYP.)
D702
C402b
C402b
C402b
AS SHOWN) (TYP.)
C102b OR C211b (PLACE
E1703 (NF)E4000 (NF)
E4000 (NF)
E2703 (NF)
VOID FORM (TYP.)
G1710 (TYP.)
(TYP.)

AS SHOWN)
D1708 (PLACE
(TYP.)
D1708
FAR FACE REINFORCING MATCHES NEAR FACE SPACING.

NEAR FACE REINFORCING SHOWN ONLY FOR CLARITY.

NOTE:

NF = NEAR FACE
FF = FAR FACE
EF = EACH FACE

4. BOT. = BOTTOM

2'-0" EACH WAY.

AS SHOWN. THEY ARE SPACED APPROX. AT

3. C102b AND C211b TIES SHOULD BE PLACED

SHEET NO. 6.

2. FOR REINFORCING STEEL SCHEDULE, SEE

SHEET NO. 4.

STEEL NOTES AND VOID FORM NOTES, SEE

1. FOR CAST-IN-PLACE CONRETE, REINFORCING
NOTES:

JOINT

CONSTRUCTION
(TYP.)
E1600
(TYP.)
I1600
G1710

FILE NAME: pw://HDR_US_National_01/4195/10337880/alh52744_oca.dgn PLOTTED: 11/29/2022 12:26:23 PM

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ALO

AS NOTED
7'-10" 4'-6"
16'-0" 8'-6"
1'-0" = 7'-0"
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
6 of 7
8'-4" 7'-10" 8'-0" 4'-6"
81'-0"
5'-0" 11'-0" 5'-0" 6'-0"
1'-3"1'-3"
81'-0"
20'-7"
2'-6" 18'-1"
7 SPA. @ 1'-0" 9 EQ. SPA. = 7'-2" 10" 7 SPA. @ 1'-0 = 7'-0" 10" 5 SPA. @ 9" 4" = 3'-9"
6-C402b
2'-3"2'-3"
3'-11"3'-11" 2'-3"2'-3"
118496
C E NUMBERDRAWN BY:

CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 2 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W(ORIGINAL SIGNED BY)BY:

DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(TYP.)
2'-9" LAP

3'-11"

3'-11"
(TYP.)
6" GAP

5-G1710 (EF)

8-D1708 (EF)
(TOP & BOT.)
6-D211b
10-G1710 (EF)

12-C402b
8-D1708 (EF)
(TOP & BOT.)
6-D211b
(TYP.)
7'-0"

2'-6"
(TYP.)
7'-0"
(TYP.)
16'-6"
(TYP.)
4'-3"
LAP
2'-9"
1'-0"
2'-2'
2'-0"
5"
5"
1'-3"
1'-9"
1'-9"
1'-9"
3'-0"
8'-2
1'-10"
2'-2"
2'-0"
6"
1'-11"
4'-10" 10'-8"
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO
2'-6"

NAME: DATEGEORGE SARAH P.E.

McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
R
EG

ISTERED EN
G
IN
E
E
R
TATE
OF
STA
S
A IFC
RN
IA
O
L
CIVIL
MARK C.HATC
EXP. 06-30-23
H
C77971
CONCRETE PIER PROTECTION #2
SCALE: …"=1'-0"
(LOOKING AT NEAR FACE OF WALL)

ELEVATION
PLAN
1 1
1 1
G1710
COLUMN
` EXISTING
COLUMN
` EXISTING

TOP OF WALL
ELEV. 1003.42

BASE OF FOOTING
ELEV. 982.84
` FOOTING ` FOOTING
` FOOTING ` FOOTING

REINFORCING

FOOTING
PROTECTION #2
` CONCRETE PIER
MATCHLINE - SEE SHEET NO. 5 MATCHLINE - SEE SHEET NO. 5 LAST TWO DIGITS ARE INCHES.

BAR LENGTHS ARE GIVEN IN FEET AND INCHES; THE
CORRESPONDING TO BAR SIZE #2 THROUGH #18.

ARE REPRESENTED BY THE LETTERS A THROUGH L
FOLLOWED BY THE LETTER "b" IF BENT. BAR SIZES

BAR DESIGNATIONS CONSIST OF BAR SIZE & LENGTH
NOTE:

C402b D606b
H1000b
C209bC102b
D211b
E1402bE607b
C211b
C300b
(DIMENSIONS ARE OUT TO OUT)

BENDING DIAGRAM
HOOK
90° STD.

HOOK
90° STD.

HOOK
135° STD.

HOOK
135° STD.
11"R
EST. WT. OF REINFORCING STEEL = 24,090 LB.

MARK SIZE LENGTH SHAPE
70 C402b #4 4'-2"
64 C209b #4 2'-9"
C300b #4 3'-0"
52 #6 16'-0"
#5 4'-0"
10'-0"
C102b #4 1'-2"
C211b #4 2'-11"
60 D211b #5 2'-11"
38 D606b #5 6'-6"
D1708 #5
E607b #6 6'-7"38
E1402b #6 14'-2"76
#6E1306 13'-6"
#6E170319 17'-3"
#8G1710
I160052 16'-0"
CONCRETE PIER PROTECTION WALL #2
E1600
H1000b
D400
120
176
17'-8"100
19 E2703 #6 27'-3"
17'-10"102
19 E4000 #6 40'-0"
128
68 #5 7'-2"D70268
#5 7'-4"D70468
#9102
95 TOTAL

REINFORCING SCHEDULE
(TYP.)

VOID FORM
E4000
C402b (TYP.)
E1402b
E1306 (TYP.)
E607b D606b
E1703
(TYP.)
D211b
G1710
(TYP.)
D606b
(TYP.)
(PLACE AS SHOWN)
C102b OR C211b
BARS)
MATCH G1710
H1000b (TYP.
(TYP.)
C300b
(TYP.)
C209b
D400
C402b
D704
C402b
(TYP.)

VOID FORM
E1703 (NF)E4000 (NF) E2703 (NF)
(TYP.)

AS SHOWN)
D1708 (PLACE
NF = NEAR FACE
FF = FAR FACE
EF = EACH FACE

3. BOT. = BOTTOM

2'-0" EACH WAY.

AS SHOWN. THEY ARE SPACED APPROX. AT

2. C102b AND C211b TIES SHOULD BE PLACED

SHEET NO. 4.

STEEL NOTES AND VOID FORM NOTES, SEE

1. FOR CAST-IN-PLACE CONRETE, REINFORCING
NOTES:

FAR FACE REINFORCING MATCHES NEAR FACE SPACING.

NEAR FACE REINFORCING SHOWN ONLY FOR CLARITY.

NOTE:
1'-3"R
G1710 (TYP.)
(TYP.)
E1600
(TYP.)
I1600
#10
JOINT

CONSTRUCTION

FILE NAME: pw://HDR_US_National_01/4195/10337880/alh52744_oca.dgn PLOTTED: 11/29/2022 12:26:23 PM

ALO
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DJK
ALO

AS NOTED
4'-6"
2'-3"2'-3"
16'-6"
8'-3" 8'-3"
18'-1"2'-6"
7'-0"2'-6"7'-0" 7'-0"2'-6"7'-0"
18'-1"2'-6"
9"3"
18'-1"
7'-10"
3'-11"3'-11"
16'-6"
8'-3" 8'-3"
7 of 7
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA
7'-8"
3'-10"3'-10"
16'-6"
8'-3" 8'-3"

118496
C E NUMBERDRAWN BY:

CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:
(EXISTING BENT #2)

CONCRETE PIER PROTECTION
(SHEET 3 OF 3)
CONCRETE PIER PROTECTION #2 DETAILS

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W(ORIGINAL SIGNED BY)BY:

DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR

4"
= 3'-9"
5 SPA. @ 9"

4"
(TYP.)
2" CLR.
(TYP.)
3" CLR.
(TYP.)
3" CLR.
(TYP.)
2" CLR.
(TYP.)
2" CLR.

CLR.
3"

4"
17-D400 (TOP & BOT.)
16 EQUAL SPACES = 15'-9"

4"
(TYP.)
3" CLR.

4"
17-D704 (TOP & BOT.)
16 EQUAL SPACES = 15'-9"

4"
(TYP.)
3" CLR.

4"
17-D702 (TOP & BOT.)
16 EQUAL SPACES = 15'-9"

4"
(TYP.)
3" CLR.

9 EQUAL SPACES = 7'-1"

3"
18-E4000 0R E2703 (NF) & 18-E607b (FF)
17 SPA. @ 1'-0" = 17'-0"

6"
18-E4000 OR E2703 (NF) & 18-E1402b (FF)
17 SPA. @ 1'-0" = 17'-0"

9 EQUAL SPACES = 6'-11"

3"
18-E4000 OR E2703 (NF) & 18-E1306b (FF)
17 SPA. @ 1'-0" = 17'-0"

4"
OVHD 527.44 & 527.45
125100
65374 UP-DGW
05-26-22

2'-6"
2'-6"
2'-6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-7

UPDATED FOR CITY OF ONTARIO

NAME: DATEGEORGE SARAH P.E.

McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,

PROFESSIONAL
R
EG

ISTERED EN
G
IN
E
E
R
TATE
OF
STA
S
A IFC
RN
IA
O
L
CIVIL
MARK C.HATC
EXP. 06-30-23
H
C77971

SECTION G
5 7SCALE: …"=1'-0"

SECTION H
5 7SCALE: …"=1'-0"

SECTION J
5 7SCALE: …"=1'-0"

SECTION K
5 7SCALE: …"=1'-0"

SECTION L
5 7SCALE: …"=1'-0"

SECTION M
5 7SCALE: …"=1'-0"
111
1 1
1 1
1 ` FOOTING
(TYP.)
E4000
PROTECTION #2
` CONCRETE PIER
` EXISTING BENT
` FOOTING ` FOOTING
(TYP.)
E2703
(TYP.)
E2703
(TYP.)
E4000
PROTECTION #2
` CONCRETE PIER
PROTECTION #2
` CONCRETE PIER
PROTECTION #2
` CONCRETE PIER
PROTECTION #2
` CONCRETE PIER
(NF)

NEAR FACE
G1710
MATCH E601b BARS)
D606b (TYP.,
(FF)

FAR FACE
H1000b
E1600
(TYP.)
C209b
I1600
(TYP.)
C300b
G1710
C402b
90° HOOK ENDS AS SHOWN) (TYP.)
SHEET NO. 5 AND 6, ALTERNATE
C211b (PLACE AS SHOWN ON
(NF)

NEAR FACE
H1000b
(TYP.)
C209bI1600
E1600
(TYP.)
C300b
(FF)

FAR FACE
(NF)

NEAR FACE
D211b
D211b
90° HOOK ENDS AS SHOWN) (TYP.)
SHEET NO. 5 AND 6, ALTERNATE
C102b (PLACE AS SHOWN ON

VOID FORM
(FF)

FAR FACE

PROTECTION WALL

OUTLINE OF PIER

SHOWN IN INTERIOR)
8-C209b (PLACE AS
I1600 (BOT.)
E1600 (TOP) &

AROUND PERIMETER)
20-C300b (PLACE AS SHOWN
D400 (TYP.)

PROTECTION WALL

OUTLINE OF PIER

SHOWN IN INTERIOR)
12-C209b (PLACE AS
I1600 (BOT.)
E1600 (TOP) &

AROUND PERIMETER)
22-C300b (PLACE AS SHOWN
D704 (TYP.)

PROTECTION WALL

OUTLINE OF PIER

SHOWN IN INTERIOR)
12-C209b (PLACE AS
I1600 (BOT.)
E1600 (TOP) &

AROUND PERIMETER)
22-C300b (PLACE AS SHOWN
D702 (TYP.)
E607b
E4000
(TYP.)
D400
(TYP.)
E607b
(TYP.)
E1402b
(TYP.)
E4000
(TYP.)
E2703
E4000E1306
(TYP.)
E1306
E4000
E1402b(TYP.)
D704
G1710 BARS (TYP.)
H1000b (LLV) MATCH
G1710 BARS (TYP.)
H1000b (LLV) MATCH
G1710 BARS (TYP.)
H1000b (LLV) MATCH
NF = NEAR FACE
LLV = LONG LEG VERTICAL
FF = FAR FACE

3. BOT. = BOTTOM

SHEET NO. 6.

2. FOR REINFORCING STEEL SCHEDULE, SEE

SHEET NO. 4.

STEEL NOTES AND VOID FORM NOTES, SEE

1. FOR CAST-IN-PLACE CONCRETE, REINFORCING
NOTES:

JOINT

CONSTRUCTION JOINT

CONSTRUCTION
D1708

FILE NAME: pw://HDR_US_National_01/4195/10337880/alh52744_oca.dgn PLOTTED: 11/29/2022 12:26:23 PM
ALO
TMR
DJK
ALO

AS NOTED
ALHAMBRA SUB.

3.1 MILES WEST OF FONTANA, CA

GENERAL ARRANGEMENT

SECTION DESIGNATION

LETTER SERIES
SHEET NO. SHOWN ONSHEET NO. CUT ON
1 of 8
SP ROUTE SYMBOL B, FORMER OVHD 527.33 AND 527.34
118495
C E NUMBERDRAWN BY:

CHECKED BY:

SCALE:

WORK ORDER:

LOCATION:

FACILITY:

DWG TITLE:

CHECKED BY:

DESIGN BY:

PROJECT ID:

NO. DATE REVISIONS
1 1
2 3 4 5 6 7 8 9 10 11 12
2 3
4 5
6 7
8 9
10 11
12 INCHES
SHEET NO.

ENGINEER:
(EXISTING BENT #3)

CONCRETE PIER PROTECTION

HDR-JWT
LATITUDE:

LONGITUDE:
34°03'53" N
117°31'27" W(ORIGINAL SIGNED BY)BY:

DATE:

JEFFREY W. TEIG
(OMAHA, NE)

HDR ENGINEERING, INC
BY
UNION PACIFIC RAILROAD CO.

APPROVED FOR
(HOLD)
6'-9"
(HOLD)
7'-0"

CONSTRUCTION NOTES

GENERAL NOTES

PROPOSED CONSTRUCTION SEQUENCE
OVHD 527.44 & 527.45
3'-10"28'-0"50'-0"
15'-6" MIN.

VARIES
15'-6" MIN.

VARIES

18'-0"
9'-0" MIN.

VARIES
125100
65374 UP-DGW
05-26-22
8'-10"
5'-6"
11/29/22

/ /
/ /
/ /
1 COMMENTS SHTS. 1-8

UPDATED FOR CITY OF ONTARIO

NAME: DATEGEORGE SARAH P.E.

McLean & Schultz

RECOMMENDED FOR ACCEPTANCE
RECOMMENDED BY:

ACCEPTED BY: KHOI DO, P.E., CITY ENGINEER
DATE
DATE

CITY OF ONTARIO
ASST. CITY ENGINEER
BRYAN LIERLEY, P.E.,
(2'-0" TO
VARIES

PROFESSIONAL
R
EG

ISTERED EN
G
IN
E
E
R
TATE
OF
STA
S
A IFC
RN
IA
O
L
CIVIL
MARK C.HATC
EXP. 06-30-23
H
C77971

PLAN - CONCRETE PIER PROTECTION
SCALE: 1"=15'
A
21 B
21 1
1 1
1 1
` ETIWANDA AVE.` LOOP ROAD
ABUTMENT #5
` EXISTING
BENT #4
` EXISTING` LOOP ROAD
BENT #3
` EXISTING
BENT #2
` EXISTING
ABUTMENT #1
` EXISTING
3491+003490+00
PROFILE:

RIGHT-OF-WAY:

Approx. 28' left of ` Existing Mainline Track
Approx. 50' right of ` Existing Mainline Track

UPRR track plans (Ref. 1).

Top of rail profile of Existing Mainline and Proposed Switching Lead per construction plan.