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04-1201_OC TRANSPORTATION AUTHORITY_License Agreement LICENSE AMENDMENT This FIRST LICENSE AMENDMENT is made and entered into as of December 1, 2004, by and between the ORANGE COUNTY TRANSPORTATION AUTHORITY ("OCTA") and the CITY OF SAN JUAN CAPISTRANO ("Licensee'), and designated #OC-225-A to License#OC-225 dated August 26, 2004. When accepted by both parties as indicated below, this will be the First Amendment to the referenced License Agreement ("License") incorporating the following terms as follows: 1. Licensed Parties: add the Orange County Flood Control District(OCFCD) as a party to the License, as described under Section 1.1 of the General License Provisions, "License" on page three; 2. Additional use: OCFCD may traverse on the Licensed Property with maintenance vehicles; 3. Insurance: Railroad Protective Insurance, as described under Section 16.4, of the General License Provisions, "Insurance", page nine, is not required by OCTA; and 4. Commencement Date: Effective December 1, 2004. Except as herein amended and supplemented, the License shall remain unchanged and continue in full force and effect as written. AGREED AND ACCEPTED TO: CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY TRAN OR TIO UTH TY ByBy Wya art, Mayo and G. ernambucq, Executive Director of Construction & Engineering APPROVED AS TO FORM: APPROVED AS TO FORM: 0 By1—�, BY L:�tg S�,� Joh tfiaw, City Attorney Kennard R. Smart, Jr., G n ral Counsel ATTEST: --M W'4 By arg ret R. Monahan, City Clerk SD FILE: OC-225 LICENSE AGREEMENT This LICENSE AGREEMENT ("Agreement") is made and entered into as of July 27, 2004, by and between the ORANGE COUNTY TRANSPORTATION AUTHORITY, a public entity ("OCTA"), and the CITY OF SAN JUAN CAPISTRANO ("Licensee"), upon and in consideration of the agreements, covenants, terms and conditions below: PART I. - BASIC LICENSE PROVISIONS 1 . Description of License Property: A. A portion of OCTA Orange Subdivision railroad right of way at Mile Post 197.88, in San Juan Capistrano, California, as shown in Exhibit "A", attached hereto and incorporated herein by this reference. Approximate area: 5827+/- square feet. Legal Description: Licensee shall provide a Legal Description of the License Property (as defined herein) to OCTA within 30 days after the License Commencement Date (as deferred herein). After said Legal Description is approved by OCTA, said Legal Description shall be attached to the Agreement as Exhibit "C", incorporated herein by this reference. 2. Use of License Property: Licensee desires to use the License Property to create and maintain a pedestrian/bicycle undercrossing for use by the public. Licensee is granted a non- exclusive license to access and use the License Property to construct, install, alter, maintain, reconstruct, remove and repair the Facility (as defined herein). The License permits the Licensee to allow the public to access and use the Facility. 3. Commencement Date: This Agreement is made effective as of the date on which all parties have signed this Agreement; 4. Condition Precedent: In the event that the Licensee fails to obtain project approval from the California Public Utilities Commission ("CPUC") on or before January 26, 2006, this Agreement is null and void and Licensee shall forfeit any and all License fees paid as of that date. Licensee shall not enter the License Property or make any improvements on the License Property until after the CPUC issues final approval for the Licensee's Facility. 5. Term: Twenty (20) years beginning on the date first written above; 6. License Fees: Page 1 of 20 SD FILE: OC-225 The License is granted for a one time fee of one-thousand-dollars ($1,000) which is due and payable in full upon on the Commencement Date. 7. Insurance Requirements: Insurance requirements are detailed in Section 16 of the General License Provisions of this Agreement. 8. A) OCTA's Address: ORANGE COUNTY TRANSPORTATION AUTHORITY 550 S. Main Street P. O. Box 14184 Orange, CA 92863-1584 Southern California Regional Rail Authority 700 South Flower Street, 26th Floor Los Angeles, CA 90017-4101 Attn: Naresh Patel B) Licensee's Address: Licensee's Address: CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, CA 92675 9. Definition of Facility; Licensee's Facility is defined as a project approved by the CPUC consisting of a pedestrian/bicycle u ndercrossing a nd a t hree-span rail b ridge, i ncluding, b ut not limited to: bridge piers and abutments, retaining walls, lighting, drainage system, 600' +/- of bikeway pavement, bikeway facilities, curb and gutter, striping, signage and appurtenances as shown and described on Exhibit "D" attached. PART II. GENERAL LICENSE PROVISIONS 1. License/Term. 1.1 License. OCTA hereby grants Licensee a non-exclusive license in, on, over, under, across and along the real property of OCTA in the location shown in the diagram attached hereto as Exhibit "A" and incorporated herein by this reference, and described in Item 1 of the Basic License Provisions (the "License Property"), for construction, installation, operation, alteration, maintenance, reconstruction and/or removal of the Facility described in Item 9 of the Basic License Provisions, and any usual, Page 2 of 20 FILE: OC-225 necessary and related appurtenances thereto (the "Facilit "), for the limited purposes described in Item 2 of the Basic License Provisions, together with rights for access and entry onto the License Property as necessary or convenient for the use of the Facility, subject to the terms and conditions contained herein. In connection with this license, Licensee, its employees, agents, customers, visitors, invitees, licensees and contractors (collectively, "Licensee's Parties"), subject to the provisions hereof, may have reasonable rights of entry and access onto the License Property. The License Property, adjoining real property (or any interest therein) of OCTA and personal property of OCTA located thereon shall hereinafter collectively be referred to as OCTA Property("OCTA Property"). 1.2 Term of Agreement. The term ("Term") of this Agreement shall commence on the "Commencement Date" specified in Item 3 of the Basic License Provisions. This Agreement shall be a license for the term specified in Item 5 of the Basic License Provisions; provided, however, that OCTA shall have the right to terminate this Agreement if Licensee breaches this Agreement, or if Licensee abandons the Facility or the License Property. 1.3 Condition of Premises. Licensee acknowledges that it has inspected and accepts the License Property in its present condition as suitable for the use for which this license is granted. Execution of this Agreement by Licensee shall be conclusive to establish that the License Property is in a condition which is satisfactory to Licensee as of the Commencement Date. 2. Payments A one-time license fee of$1,000 is due and payable upon the Commencement Date. 3. Taxes. Licensee shall be liable for and agrees to pay promptly and prior to delinquency, any tax or assessment, including but not limited to any possessory interest tax, levied by any governmental authority: (a) against the Facility and its operations, the License Property and/or any personal property, fixtures or equipment of Licensee used in connection therewith, or (b) as a result of the Licensee's use of the License Property, or the Facility, or(c), both (a) and (b). 4. Construction. 4.1 General Provisions. Any work performed or caused to be performed by Licensee on the Facility or the License Property shall be performed: (a) at Licensee's sole cost and expense; (b) in accordance with any and all applicable laws, rules and regulations (including OCTA's rules and regulations); and (c) in a manner which is (i) equal to or greater than the then applicable standards of the industry for such work, and (ii) reasonably satisfactory to OCTA. Licensee shall prepare detailed work plans (the "Work Plans") setting forth any and all construction, reconstruction, installation, restoration, alteration, repair, maintenance, replacement, removal, landscaping, fencing and sign erection work (hereinafter, "Construction Work") Licensee plans to perform on Page 3 of 20 FILE: OC-225 the License Property. Such Work Plans shall be submitted to OCTA for its review and approval prior to any work being performed, and shall be developed, altered and/or changed so as to meet the requirements of OCTA. Licensee shall not perform, nor cause any of Licensee's Parties to perform, any Construction Work on License Property until it has received written approval of the relevant Work Plans from OCTA. Changes to approved Work Plans are allowed hereunder. However, all such changes must be reviewed and approved in writing by OCTA prior to their implementation. Any Construction Work to be performed on the License Property must be carried out pursuant to Work Plans or changes approved in writing by OCTA. In no event shall approval by OCTA of any plans for any Construction Work be a representation that any such plans comply with any applicable laws nor shall OCTA bear any liability or responsibility for the work performed on the License Property. Licensee shall comply with all laws applicable to any Construction Work, and shall be solely responsible for obtaining all required approvals and permits for the same and for any liability for the same. 4.2. Initial Construction of Facility. With respect to the initial construction and installation of the Facility, Licensee shall ensure that neither it nor any of Licensee's Parties shall enter upon the License Property until Licensee and each of Licensee's Parties which plan to enter the License Property have met all of the requirements of SCRRA and OCTA, which may include a requirement that each of such Licensee's Parties enter into a written right-of-entry agreement with SCRRA and OCTA. Licensee's request for such SCRRA and OCTA requirements shall be made in writing and must be delivered to SCRRA and OCTA, at the addresses set forth in Item 8 of this Agreement's Part I, at least ten (10) working days prior to any of Licensee's Parties proposed entry onto the License Property. 4.3 Work Performed After Initial Construction. Except for emergency work and normal day-to-day maintenance work, the provisions of Sections 4.1 and 4.2 of this Agreement's General License Provisions shall apply to all work performed on the Facility or the License Property after the initial construction and installation of the Facility. In cases of emergency, Licensee shall notify OCTA's representative personally or by phone and obtain authorization prior to commencing such work. Normal, day-to-day maintenance work on the Facility or the License Property, may be performed by Licensee or authorized Licensee's Parties without written notice to OCTA or SCRRA, without Work Plans and without Work Plan approval by OCTA (subject to the other provisions of this Agreement), so long as Licensee and its authorized Licensee's Parties performing such day-to-day maintenance; (i) have previously met OCTA's and SCRRA's requirements; (ii) have previously received OCTA's and SCRRA's written approval to access the License Property to perform similar work; (iii) abide by OCTA's and SCRRA's requirements at all times while on the License Property, and (iv) perform all such maintenance work from entirely within the License Property. 4.4. As-Built Drawings. Within ninety (90) days after the substantial completion of the construction and installation of the Facility, Licensee shall deliver to OCTA, for OCTA's and SCRRA's review and approval, two (2) full sets of as-built drawings for the Facility (the "As-Built Drawings"). The As-Built Drawings are subject to the review and Page 4 of 20 FILE: OC-225 approval of OCTA and SCRRA, and shall be developed, altered and/or changed so as to meet the requirements of OCTA and SCRRA. At a minimum, however, such As-Built Drawings must: (i) be substantially of the form of the Work Plans approved by OCTA and SCRRA; (ii) include all changes to the Work Plans which were approved, in writing, by OCTA; (iii) show all improvements and construction performed by Licensee, or caused to be performed by Licensee, on the License Property; (iv) clearly indicate and label the area of the License Property; (v) show the centerline of all railroad tracks existing on the OCTA Property as of the date that construction and installation of the Facility was substantially complete; and (vi) show, to scale, on all overhead and cross section drawings the easterly and westerly boundaries of the License Property, and the Facility with respect to the centerline of the mainline railroad track existing on the OCTA Property as of the date that construction and installation of the Facility was substantially complete. To the extent that the As-Built Drawings indicate or show that the Facility has not been constructed pursuant to the Work Plans approved by OCTA or any change thereto approved by OCTA, Licensee shall, at the request of OCTA or SCRRA, rebuild, reconstruct and/or reinstall th facility, at Licensee's sole cost and expense, so that the Facility will be constructed, located and installed in accordance with the approved Work Plans and the approved changes thereto. Failure to provide As-Built Drawings to OCTA as set forth herein shall be deemed a material breach of this Agreement. 5. Contractors--Approval and Insurance. All agents of Licensee performing construction work on the Facility or the License Property shall first be approved in writing by OCTA. Licensee shall cause any and all of its agents which may (a) be involved with such construction work, or (b) may, for any reason, need to enter onto the License Property, to obtain and maintain in full force and effect during the term of such construction work insurance, as required by OCTA, in the amounts and coverages specified on, and issued by insurance companies as described on Section . OCTA reserves the right, throughout the term of this Agreement, to review and change the amount and type of insurance coverage it requires in connection with this Agreement. 6. Reimbursement. Licensee agrees to reimburse OCTA and SCRRA for all reasonable costs and expenses incurred by OCTA and SCRRA in connection with any construction work on or maintenance of the License Property or the Facility, including, but not limited to, costs incurred by OCTA and SCRRA in furnishing any materials or performing any labor, reviewing Licensee's Work Plans and/or inspecting any Construction Work, installing or removing protection beneath or along OCTA's track, furnishing of watchmen, flagmen and inspectors as OCTA deems necessary, and such other items or acts as OCTA in its sole discretion deems necessary to monitor or aid in compliance with this Agreement. 7. Liens. Licensee will fully and promptly pay for all materials joined or affixed to Facility or the OCTA Property, and fully and promptly pay all persons who perform labor upon said Facility or the OCTA Property. Licensee shall not suffer or permit to be filed or enforced against the OCTA Property or the Facility, or any part thereof, any mechanics', materialmen's, contractors', or subcontractors' liens or stop notices arising from, or any claim for damage growing out of, any testing, investigation, maintenance, construction Page 5 of 20 FILE: OC-225 work or out of any other claim or demand of any kind. Licensee shall pay or cause to be paid all such liens, claims or demands, including all sums due with respect to stop notices, together with attorney's fees incurred by OCTA with respect thereto, within ten (10) business days after notice thereof and shall indemnify, hold harmless and defend OCTA from all obligations and claims made against OCTA for the above-described work, including, but not limited to, attorney's fees. Licensee shall furnish evidence of payment upon request of OCTA. Licensee may contest any lien, claim or demand by furnishing a statutory lien bond or equivalent with respect to stop notices to OCTA in compliance with applicable California law. If Licensee does not promptly discharge any mechanic's liens or stop notice for works performed for Licensee, OCTA shall have the right to discharge same (including by paying the claimant), and Licensee shall reimburse OCTA for the cost of such discharge within ten (10) business days after billing. OCTA reserves the right at any time to post and maintain on the OCTA Property such notices as may be necessary to protect OCTA against liability for all such liens and claims. The provisions of this Section shall survive the termination of this Agreement. 8. Maintenance and Repair. Licensee, at Licensee's sole expense, shall maintain the License Property and the Facility in a condition satisfactory to OCTA during the term of this Agreement and shall perform all maintenance and clean-up of the License Property and the Facility as necessary to keep the License Property and the Facility in good order and condition, to OCTA's satisfaction and in accordance with applicable laws. Licensee shall be responsible for any citations issued as a result of Licensee's failure to comply with all applicable laws. If any portion of the OCTA Property or any property of the Southern California Regional Rail Authority (SCRRA), the National Railroad Passenger Corporation (Amtrak), the Burlington Northern Santa Fe (BNSF) or other freight or passenger rail operators, including improvements, fixtures or rolling stock, suffers damage by reason of the access to or use of the License Property, by Licensee, Licensee's Parties or by Licensee's partners, officers or directors, including but not limited to damage arising from any test or investigations conducted upon the License Property, Licensee shall, at its own cost and expense, immediately repair all such damage and restore the damaged property to as good a condition as before such cause of damage occurred. Repair of damage shall include, without limitation, regrading and resurfacing of any holes, ditches, indentations, mounds or other inclines created by an excavation by Licensee's Parties. Repair work shall be performed at License's sole expense. 9. Landscaping and Protective Fencing. If required by OCTA, Licensee, at its sole cost and expense, shall install barrier fencing and/or landscaping to shield the railroad track area from public access and/or the Facility from public view. The barrier landscaping, fencing and signs required herein shall be installed and maintained by Licensee to the satisfaction of OCTA. Licensee shall prepare landscaping, fencing and sign plans as part of the Work Plans to be prepared by Licensee pursuant to the provisions of Section 4 of this Agreement's General License Provisions. As with all other Work Plans, such landscaping, fencing and sign plans shall be submitted to OCTA for review and approval prior to the installation of any barrier landscaping, fencing or signs. All landscaping, fencing (including gates) and sign installation and work shall be constructed and maintained in accordance with the provisions of Section 4 and Section 5 Page 6 of 20 FILE: OC-225 of this Agreement's General License Provisions, and shall be subject to Section 6 and Section 7 of this Agreement's General License Provisions. After installation, all landscaping, fencing (including gates) and signs shall be maintained and repaired in accordance with the provisions of Section 8 of this Agreement's General License Provisions by Licensee. 10. Use. The License Property and the Facility shall be used only for the purposes specified in Item 2 of the Basic License Provisions. No change shall be made by Licensee in the use of the License Property or the Facility without OCTA's prior written approval. 11. Abandonment. Should Licensee at any time abandon the use of the Facility or the License Property, or any part thereof, or fail at any time for a continuous period of ninety (90) days to use the same for'the purposes contemplated herein, then this Agreement shall terminate to the extent of the portion so abandoned or discontinued, and in addition to any other rights or remedies, OCTA shall immediately be entitled to exclusive possession and ownership of the portion so abandoned or discontinued, without the encumbrance of this Agreement. OCTA at its options, may remove any improvements remaining on the abandoned property, at Licensee's sole cost and expense. 12. Breach. Should Licensee breach, or fail to keep, observe or perform any agreement, covenant, term or condition on its part herein contained, then, in addition to any other available rights and remedies, OCTA at its option may: (a) perform any necessary or appropriate corrective work at Licensee's expense, which Licensee agrees to pay to OCTA upon demand; (b) with written notice or demand, and Licensee's failure to cure the breach within thirty (30) days of notice being given, or fewer days in the event the breach impacts public health, welfare or safety, OCTA may terminate this Agreement and at any time thereafter, recover possession of the License Property or any part thereof, and expel and remove therefrom Licensee or any other person occupying the License Property, by any lawful means, and again repossess and enjoy the License Property and the Facility, without prejudice to any of the rights and remedies that OCTA may have under this Agreement, at law or in equity by reason of Licensee's default or of such termination. 13. Surrender. Upon termination of this Agreement, (including, but not limited to, a termination resulting from expiration of the license term, or a breach or an abandonment of all or a portion of the Facility or the License Property) unless otherwise required in writing by OCTA prior to the date of termination, Licensee may, at its own cost and expense: (i) remove the Facility and restore the OCTA Property to the same state and condition as existed prior to the construction, reconstruction or installation of said Facility, or (ii) leave all, or any portion of, the Facility in place on the License Property, or (iii) replace the Facility with a comparable facility approved by OCTA. Should Licensee fail to select one of the options listed in the preceding sentence prior to six (6) months before the termination date, unless termination is due to a breach by Licensee in which case Page 7 of 20 FILE: OC-225 OCTA shall select the option which Licensee shall implement immediately, OCTA may at its option (a) select an option on Licensee's behalf and at Licensee's sole expense, or (b) assume title and ownership of said Facility. No termination hereof shall release Licensee from any liability or obligation hereunder, whether of indemnity or otherwise, resulting from any acts, omissions or events occurring prior to the date the Facility is removed and the OCTA Property is restored. 14. Indemnification. Licensee shall indemnify, defend (by counsel satisfactory to OCTA), and hold harmless OCTA, SCRRA, and other passenger and freight railroad entities including, but not limited to, Amtrak, BNSF, and their respective officers, directors, commissioners, employees, agents, contractors, successors and assigns (individually and collectively, "Indemnitees"), to the maximum extent allowed by law, from and against all loss, liability (including liability with respect to death, injury and personal and property damage), claims, demands, suits, liens, claims of lien, damages (including, but not limited to consequential damages), costs and expenses (including, without limitation, any fines, penalties, judgments, litigation expenses, and experts' and attorneys' fees) (collectively "Claims and Expenses"), that are incurred by or asserted against Indemnitees arising out of or connected in any manner with the use or misuse of the Licensed Property, the Facility and/or the OCTA Property, by Licensee's Parties, members of the public and all others who enter onto the License Property and any alleged act or omission to act of the Licensee, its officers, directors, affiliates, Licensee's Parties or anyone directly or indirectly employed by or for whose acts Licensee is liable (collectively, "Personnel") in connection with this Agreement, the License Property, the Facility and/or the OCTA Property. The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative, joint, concurring or comparative) on the part of Indemnitees. Licensee's obligation to indemnify OCTA and the above-referenced passenger and freight railroad entities shall survive termination of this Agreement; and is in addition to any other rights or remedies which Indemnitees may have under the law or under this Agreement. Claims against the Indemnitees by Licensee or its Personnel shall not limit the Licensee's indemnification obligations hereunder in any way, whether or not such claims against Indemnitees may result in any limitation on the amount or type of damages, compensation, or benefits payable by or for Licensee or its Personnel under workers' compensation acts, disability benefit acts or other employee benefit acts or insurance. 15. Assumption of Risk and Waiver. To the maximum extent allowed by law, Licensee assumes any and all risk of loss, damage or injury of any kind to Licensee, Licensee's Parties and Personnel, members of the general public and their property and Licensee's property, including, without limitation, the Facility, the License Property and any other property of, or under the control or custody of, Licensee, which is on or near the License Property or the OCTA Property. Licensee's assumption of risk shall include, without limitation, loss or damage to Licensee, Licensee's Parties and Personnel, and Licensee's Property caused by defects in any structure or improvement on the OCTA Property, accident, fire or other casualty on the OCTA Property, or electrical discharge, noise or Page 8 of 20 FILE: OC-225 vibration resulting from Indemnitees' transit operations on or near the License Property and/or OCTA Property. Licensee, on behalf of itself, its agents and their Personnel (as defined in Section 14) as a material part of the consideration for this Agreement, hereby waives all claims and demands against the Indemnitees for any such loss, damage or injury of Licensee, its agents and/or Personnel. In that connection, Licensee waives the benefit of California Civil Code Section 1542, which provides as follows: A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the release, which if known by him must have materially affected his settlement with the debtor. Licensee accepts the risk that the facts or the law may later turn out to be different than Licensee understands them to be at this time and acknowledges that this assumption of risk and waiver will not be affected by such different state of facts or law. The provisions of this Section shall survive the termination of this Agreement. 16. Insurance. A. Licensee shall procure and maintain insurance coverage or evidence of self insurance during the entire term of this Agreement. Licensee shall provide the following coverage: 1. Commercial General Liability, to include Products/Completed Operations, Independent Contractors', Contractual Liability, and Personal Injury Liability with a minimum of $5,000,000 of coverage and a $10,000,000 aggregate limit. 2. Automobile Liability Insurance with combined single limits of a minimum of $2,000,000; 3. Workers' Compensation with limits as required by the State of California; with a waiver of subrogation rights favorable to Licensor and Employers' Liability with limits of a minimum of$1,000,000; and 4. Railroad Protective Liability insurance will also be purchased at the following levels: $2,000,000 per occurrence, combined single limits, for coverage and for losses arising out of injury or death of all persons, and for physical loss or damage to or destruction of Property, including the loss of use thereof and a $6,000,000 annual aggregate. B. Proof of such coverage, in the form of a letter of self-insurance evidencing sufficient assests to meet the aforementioned requirements or an insurance company issued policy endorsement and a broker-issued insurance certificate, must be received by AUTHORITY within ten (10) calendar days from the date of execution of the Agreement; with the Orange County Transportation Authority, its officers, directors, employees and agents designated as additional insurers. Furthermore, AUTHORITY reserved the right to request certified copies of all related insurance policies. C. Licensee shall include on the face of the certificate of Insurance the Agreement Number ; and, attention to the Right of Way Department. Page 9 of 20 FILE: OC-225 D. OTHER INSURANCE PROVISIONS OCTA, its officers, directors, employees and agents must be designated as additional insured on the Licensee's Comprehensive General and Automobile Liability Insurance policies. Licensee shall furnish OCTA with insurance endorsements and certificates, evidencing the existence, amounts and coverages of the insurance required to be maintained hereunder. There shall be no exclusion for explosions, collapses and underground hazard. SCRRA, Amtrak and BNSF, and other freight and passenger rail services providers as designated by OCTA and their officers, Directors, Employees and agents must be designated as an additional insured on the Licensee's Comprehensive General and Automobile Liability Insurance Policies. Coverage purchased on a claims made form shall provide for at least a two (2) year extended reporting or discovery period if (a) the coverage changes from a claims made form to an occurrence form, (b) there is a lapse/cancellation of coverage, or (c) the succeeding claims made policy retroactive date is different for the expiring policy. The coverage shall be primary and any insurance or self-insurance maintained by OCTA, SCRRA, their subsidiaries, officials and employees shall be excess of the Licensee's insurance and shall not contribute with it. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled or reduced in coverage or in limits, except only after thirty (30) days prior written notice has been given to OCTA. In the event OCTA learns that Licensee's insurance coverage is being terminated and Licensee fails to provide adequate assurances that continuous coverage is being provided, OCTA and at its sole discretion, may obtain such coverage at Licensee's expense. Course of construction policies shall contain the following provisions: 1. OCTA shall be named as loss payees. 2. The insurer shall waive all subrogation rights against OCTA. Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A- VII, unless otherwise approved by OCTA. Licensee shall furnish OCTA with original endorsements effecting coverage required by this clause. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All endorsements are to be received and approved by OCTA before Construction Work commences. Page 10 of 20 FILE: OC-225 17. Tests and Inspection. OCTA has the right at any time to inspect the License Property and the Facility so as to monitor compliance with the terms of this Agreement. OCTA shall be permitted to conduct any tests or assessments, including but not limited to environmental assessments, of, on or about the License Property, as it determines to be necessary in its sole judgment, or useful to evaluate the condition of the License Property. Licensee shall cooperate with OCTA, and its agents in any tests or inspections deemed necessary by OCTA. Licensee shall pay or reimburse OCTA and the appropriate regulatory agencies for all reasonable costs and expenses incurred due to the tests, inspections or any necessary corrective work and inspections thereafter. Licensee's liability pursuant to the preceding sentence shall be limited to situations where either Licensee is (or was) not in compliance with this Agreement or law or where OCTA had reasonable cause to believe Licensee was not in compliance. Except in the case of emergency, OCTA or SCRRA will provide Licensee with ten (10) days' written notice prior to undertaking said test and inspections and corrective work . 18. Hazardous/Toxic Materials Use and Indemnity. Licensee shall construct the Facility, and shall operate and maintain the License Property in compliance with all applicable federal, state and local environmental, health and/or safety-related laws, regulations, standards, decisions of the courts, permits or permit conditions, currently existing or as amended or adopted in the future which are or become applicable to Licensee or the License Property ("Environmental Laws"). Licensee shall not cause or permit, or allow any of Licensee's Parties to cause or permit, any Hazardous Materials to be brought upon, stored, used, generated, treated or disposed of on or about the OCTA Property. As used herein, "Hazardous Materials" means any chemical, substance or material which is now or becomes in the future listed, defined or regulated in any manner by any Environmental Law based upon, directly or indirectly, its properties or effects. Licensee shall indemnify, defend (by counsel acceptable to OCTA) and hold harmless the Indemnitees (as defined in Section 14) from and against all loss, liability, claim, damage, cost or expense (including without limitation, any fines, penalties, judgments, litigation expenses, attorneys' fees, and consulting, engineering, and construction fees and expenses) incurred by Indemnitees as a result of (a) Licensee's breach of any prohibition or provision of this Section or (b) any release of Hazardous Materials upon or from the Facility or the License Property or contamination of the OCTA Property or adjacent property (i) which occurs due to the use and occupancy of the Facility or the OCTA Property by Licensee or Licensee's Parties, or (ii) which is made worse due to the act or failure to act of Licensee or Licensee's Parties. The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative, joint, concurring or comparative) on the part of Indemnitees, unless caused solely by the negligence or willful misconduct of Indemnitees; shall survive termination of this Agreement; and is in addition to any other rights or remedies which Indemnitees may have under the law or under this Agreement. In addition, in the event of any release on or contamination of the License Property, the OCTA Property and/or any adjacent property, whether or not owned by Page 11 of 20 FILE: OC-225 OCTA, Licensee, at its sole expense, shall promptly take all actions necessary to clean up all such affected property and to return the affected property to the condition existing prior to such release or contamination, to the satisfaction of OCTA and any governmental authorities having jurisdiction thereover. Upon the termination of this Agreement at any time and for any reason, Licensee shall, prior to the effective date of such termination, clean up and remove all Hazardous Materials in, on, under and/or about the OCTA Property, in accordance with the requirements of all Environmental Laws and to the satisfaction of OCTA and any governmental authorities having jurisdiction thereover. In all cases, Licensee shall immediately notify OCTA of any release on, or contamination of, the License Property or OCTA Property of which Licensee or any of Licensee's Parties becomes aware. 19. Underground Storage Tanks. NEITHER LICENSEE NOR LICENSEE'S PARTIES SHALL INSTALL OR USE ANY UNDERGROUND STORAGE TANKS ON THE LICENSE PROPERTY. 20. Subordinate Rights. This Agreement is subject and subordinate to the prior and continuing right and/or obligation of OCTA, its successors and assigns, to use the OCTA Property in the exercise of its powers and in the performance of its duties, or for any other purpose including but not limited to those as a public transportation body. Accordingly, there is reserved and retained unto OCTA, its successors, assigns and permittees, the right to construct, reconstruct, maintain and use existing and future rail tracks, facilities and appurtenances and existing and future transportation, communication, pipeline and other facilities and appurtenances in, upon, over, under, across and along the OCTA Property, and to otherwise use the OCTA Property, and in connection therewith the right of OCTA, its successors and assigns, to grant and convey to others, rights to and interests in the OCTA Property in, upon, over, under, across, or along the License Property and in the vicinity of the Facility. This Agreement is subject to all licenses, leases, easements, restrictions, conditions, covenants, encumbrances, liens, claims and other matters of title ("title exceptions") which may affect the OCTA Property now or hereafter, and no provision of this Agreement shall be construed as a covenant or warranty against the existence of any such present or future title exceptions, whether or not arising out of the actions of OCTA, its successors or assigns. OCTA makes no representations or warranties of any kind with regard to title to the License Property. 21. Compliance with Laws. Licensee shall comply with all applicable federal, state and local laws, regulations, rules and orders in its work on, or maintenance, inspection, testing or use of, the Facility and the OCTA Property. Licensee shall not interfere with OCTA, SCRRA, and other freight and passenger railroad entities. Their compliance with all applicable Federal and State laws including, but not limited to, the requirement of the sounding of homs, when approaching crossings. OCTA may enter the License Property to inspect the Facility at any time, upon provision of reasonable notice of inspection to Licensee. Licensee shall obtain all required permits or licenses required by any governmental authority for its use of the License Property and the Facility, at its sole cost and expense. Page 12 of 20 FILE: OC-225 22. Condemnation. In the event all or any portion of the License Property shall be taken or condemned for public use (including conveyance by deed in lieu of or in settlement of condemnation proceedings), Licensee shall receive compensation (if any) from the Condemnor only for the taking and damage to the Facility. Any other compensation or damages arising out of such taking or condemnation awarded to Licensee are hereby assigned by Licensee to OCTA. 23. Markers. Project markers in form and size satisfactory to OCTA, identifying the Facility and its owners, will be installed and constantly maintained by and at the expense of Licensee at such locations as OCTA shall designate. Such markers shall be relocated or removed upon request of OCTA without expense to OCTA. Absence of markers in, on or about the OCTA Property does not constitute a warranty by OCTA of the absence of subsurface installations. 24. General Provisions. 24.1 Notices. All notices and demands which Licensee or OCTA are required to or desire to give to the others shall be made in writing by certified mail, return receipt requested, postage prepaid, and addressed to such parties at the addresses set forth in the Basic License Provisions. The parties may change their addresses for the receipt of notice by giving written notice thereof to the other parties in the manner herein provided. Notices shall be effective on the date delivered to custody of U.S. Postal Service. 24.2 Non-Exclusive License. The license granted hereunder is not exclusive and OCTA specifically reserves the right to grant other licenses within the License Property. 24.3 Goveming Law. This Agreement shall be governed by the laws of the State of California. The parties consent to the jurisdiction of the California courts with venue in Orange County. 24.4 Severability. If any term, covenant, condition or provision of this Agreement, or the application thereof to any person or circumstance, shall to any extent be held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the terms, covenants, conditions, or provisions of this Agreement, or the application thereof to any person or circumstance, shall remain in full force and effect and shall in no way be affected, impaired or invalidated thereby. 24.5 Interest on Past-Due Obligations. Except as expressly herein provided, any amounts due to OCTA which are not paid when due shall bear interest, from the date due, at the maximum rate then allowable by law. Such interest will be due OCTA as it accrues. Payment of such interest shall not excuse or cure any default by Licensee under this Agreement. 24.6 Survival of Obligations. All obligations of Licensee hereunder not fully performed as of the expiration or earlier termination of the Term of this Agreement shall Page 13 of 20 FILE: OC-225 survive the expiration or earlier termination of this Agreement, including without limitation, all payment obligations with respect to License Fees and all obligations concerning the condition of the OCTA Property and the Facility. 24.7 Waiver of Covenants or Conditions. The waiver by one party of the performance of any covenant or condition under this Agreement shall not invalidate this Agreement nor shall it be considered a waiver by it of any other covenant or condition under this Agreement. 24.8 Amendment. This Agreement may be amended at any time by the written agreement of OCTA and Licensee. All amendments, changes, revisions, and discharges of this Agreement in whole or in part, and from time to time, shall be binding upon the parties, so long as the same shall be in writing and executed by the parties hereto. 24.9 Assignment. This Agreement and the license granted hereunder are personal to the Licensee. Licensee shall not assign or transfer (whether voluntarily or involuntarily) this Agreement in whole or in part, or permit any other person or entity to use the rights or privileges granted hereunder, without the prior written consent of OCTA, which may be withheld in OCTA's sole and absolute discretion, and any attempted act in Violation of the foregoing shall be void and without effect and give OCTA the right to immediately terminate this Agreement. 24.10 Attorney's Fees. In any judicial or arbitration proceeding involving performance under this Agreement, or default or breach thereof, the prevailing party shall be entitled to its reasonable attorney's fees and costs. 24.11 Nondiscrimination. Licensee certifies and agrees that all persons employed and any contractors retained, by either Licensee or Licensee's affiliates, subsidiaries, or holding companies, with respect to the License Property, are and shall be treated equally without regard to or because of race, religion, ancestry, national origin, disability or sex, and in compliance with all federal and state laws prohibiting discrimination in employment, including but not limited to the Civil Rights Act of 1964; the Unruh Civil Rights Act; the Cartwright Act; and the California Fair Employment Practices Act. 24.12 Further Acts. At OCTA's sole discretion but at the sole expense of Licensee and without a Licensee claim for reimbursement, Licensee agrees to perform any further acts and to execute and deliver any documents which may be reasonably necessary to carry out the provisions of this Agreement, including the relocation of the Facility and the license granted hereunder. 24.13 Waiver of Relocation Rights. Licensee hereby waives any right to relocation assistance, moving expenses, goodwill or other payments to which Licensee might otherwise be entitled under the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended, 42 U.S.C. § 4601 et sec., and/or the California Relocation Assistance Law, as amended, Government Code § 7260 et sec., but for this waiver and OCTA's express right of termination. Page 14 of 20 FILE: OC-225 24.14 Time of Essence. Time is of the essence in the performance of this Agreement. 24.15 No Recording. Licensee shall not record or permit to be recorded in the official records of the county where the License Property is located any memorandum of this Agreement or any other document giving notice of the existence of this Agreement or the license granted hereunder. 24.16 Revocable License. Licensee agrees that notwithstanding the improvements made by Licensee to the License Property or other sums expended by Licensee in furtherance of this Agreement, the license granted hereunder is revocable by OCTA if Licensee breaches this Agreement, as set forth in Section 12 of this Agreement's General Provisions or if Licensee abandons the Facility or the License Property, as set forth in Section 11 of this Agreement's General License Provisions. 24.17 Entire Agreement. This Agreement constitutes the entire agreement between the Parties with respect to the subject matter hereof and supersede all prior verbal or written agreements and understandings between the Parties with respect to the items set forth herein. 24.18 Captions. The Captions included in this Agreement are for convenience only and in no way define, limit, or otherwise describe the scope or intent of this Agreement or any provisions hereof, or in any way affect the interpretation of this Agreement. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives. ORANG OU/� YR SP RTATION AUTHORITY B W Stanley G. PhernarMucq Executive Director of Construction & Engineering Date: APPRO ED AS TO FORM: By: Kennard R. Smart, Jr. General Counsel Date: Page 15 of 20 FILE: OC-225 CITY OF kAISTRANO By Name: Jo Soto Title: May r Date: APPROVED AS Tq FORM: By: Name: John haw Title: City A�orney Date: ?A o'f ATTE T: -1A A Allk ck� Nae: argaret R. Monahan Tilt C y Clerk Da'ki Page 16 of 20 y� s " J •r i ;a W ! d f ro MF jjjj of�� M. t, ✓'�s!.. •� ApproxAlignment— of Trall v , �; vh ♦Yf. � ft Z Y L f FILE: OC-225 EXHIBIT "B" This Agreement is subject to the following additional terms and conditions: 1. If a natural disaster causes the railroad track located above the or adjacent to the Licensed Property to become inoperable, OCTA, at its sole and exclusive discretion, may terminate this Agreement, or suspend access to the License Property while repairs are underway, or allow the Licensee to relocate the bikeway/pedestrian underpass within the OCTA right-of-way at the sole cost and expense of the Licensee. 1. The Licensee agrees to execute and deliver to SCRRA, prior to commencing any work within the rail right-of-way, SCRRA Right-of-Entry agreement (Form No. 6), and deliver and secure approval of the insurance required by the two exhibits attached to Form No. 6. If the Licensee retains a contractor to perform any of work within the rail right-of-way, then the Licensee shall incorporate in its contract documents SCRRA Form No. 6 and SCRRA Rules and Requirements for Construction on Railway Property (Form No. 37). The Licensee shall be responsible to make sure that the contractor has an approved and executed copy of Form No. 6 and delivered and secured approval of the insurance required by the two exhibits attached to SCRRA Form No. 6 prior to the contractor's entry on the rail right-of-way. 2. The Licensee agree to comply and to ensure that its contractor complies, at all times when on the rail right-of-way, with the rules and regulations contained in the current editions of the following documents which are "references" incorporated in this document as if they were set in full in this paragraph. These documents can be accessed through SCRRA's website www.metrolinktrains.com, ("About Metrolink", "Public Projects/Engineering" and "Agreements/Forms"). • Right-of-Entry agreement, SCRRA Form No. 6 • Rules and Requirements for Construction on Railroad Property, SCRRA Form No. 37 • General Safety Regulations for Construction/Maintenance Activity on Railway Property • SCRRA Engineering Standards. 3. The Licensee agrees to comply and to ensure that its contractor complies with instructions of SCRRA's inspectors and representatives, in relation to the proper manner of protection of the tracks and the traffic moving thereon, pole lines, signals and other property of SCRRA or its member agency tenants or licensees at or in the vicinity of the work, and shall perform the work at such times as not to Page 18 of 20 FILE: OC-225 endanger or interfere with safe and timely operation of SCRRA's track and other facilities. 4. If SCRRA requires Lessee/Licensee to relocate or modify its facilities for any railroad safety or operational reasons, Lessee/Licensee agrees to relocate or modify at its own expense upon receipt of appropriate notice. 5. The Licensee shall notify SCRRA's Maintenance-of-Way office at (909) 392- 4506) a minimum of five (5) working days in advance of any maintenance or construction activity on the right-of-way. Any SCRRA flagging or inspection required to protect SCRRA tracks or the traffic moving thereon shall be paid for by Licensee. 6. Temporary Traffic control plan shall be submitted to SCRRA for all activities located within or in the vicinity of highway-rail grade crossing. 7. Landscaping installed by the Licensee in the right-of-way shall meet SCRRA's Landscaping Design Guidelines. SCRRA's guidelines are available on the Metrolink website. UTILITIES 8. The Licensee shall be responsible for the location, protection, relocation and removal of any and all public or private surface, sub-surface and overhead lines and structures. The Licensee shall not damage, destroy or interfere with any existing encumbrances, licenses and rights (whether public or private), granted upon or relating to the railroad right-of-way. The Licensee shall call SCRRA's signal department at (909) 392-8476 to mark signal and communication cables and conduits. In case of signal emergencies or highway-rail grade crossing problems, the contractor shall call SCRRA's 24-hour signal emergency number 1-888-446-9721. 9. The Licensee shall obtain permission from any fiber optic, gas or oil lines that may be located along or across the right-of-way. U/G UTILITIES 10.For a period of two years following the first operation of trains by SCRRA over its tracks, the Licensee shall reimburse SCRRA for any costs incurred by SCRRA in correcting slides, settlements and/or erosion caused by the instability of the cut slopes or embankments, potholes, and for costs incurred by SCRRA in maintaining its tracks and other facilities, to the extent that said costs exceed such normal expense of maintenance work as would have been necessary if there had been no track work. Page 19 of 20 FILE: OC-225 BRIDGE MAINTENANCE 11.The Licensee shall, at its expense, maintain the portion of the bridge and appurtenances below the bridge seats, including piers and abutments, retaining walls, lighting, drainage system, bikeway pavement, bikeway facilities, curb and gutter, striping, signage and appurtenances. The Licensee shall remove graffiti from the bikeway and retaining walls on a regular basis. Page 20 of 20 EXHIBIT "C" LEGAL DESCRIPTION THAT PORTiO.N .O.F THE LAND, IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE -,�4E OF CALIFORNIA SHOWN AS "A.T.&S-1. RAIL-ROAD, O.R. 318-,89(" OF SURVEY -NO. 87-1004 FILED IN RECORD OF SURVEYS BOOK 122, :oaS_-27-46_IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY., DE§C WED AS FOLLOWS: awfqw � :4-AX E MOW SOUXTRERLY CORNER OF PARCEL "Eg" OF :THE PARCEL mw a00-';IRGQK '14-1 PA 40-41 IN 7;HE_,0#lC-E QF .TH.E PoSKLF WWNTY,AP 5 _N 110"Amm jw �SURVEY; Mv EAST *rVUNE p A IF ITE OF BAST,s°5_35 �c UP S00"ERLY 1 "all Es-Tlmusr LINE TV 35 30 tte-_VTO *t POINIT OF 6 CONTANING: 5B27 SQUARE FEET OR 0A34 ACRES, MORE OR LESS. ALL AS SHO" 1QN EXPEBIT "B-', 1+iE SKETCH TO ACCOMPANY THIS DESCRIPTION, ATTAcHEb HERETO AND 'MADE A PART HEREOF. PREPARED BY: D. MARK 'WARE, PLS 5031 'i MY LICENSE MPIRES: 12-31-05 EXP. 12-31-05 NO. 5031 sae 0 CA \ C\ow% WDgJC BIKE TRAIL\SJC CIP124 BIKE EASEMENT EX B.dwl.6/16120 10:10'33 AM,Al uu13et 6Px,1,20 WARE ER ERPRISMr INC P,rto I n+ 7 N SKETCH TO ACCOMPANY LEGAL DESCRIPTION Wf �E S 25SCALE: 1 INCH = 20 FEET /L 'RACKS N83'57-33-W (RAD A8753'011W 53,02' 25,.IM' IV 1101 QU An NN VIA, bill 49. CJF -OSE-D L Ld I 619h/ N87-53'ial'W 65.35' Nb n, ,' .SJC-CIP12d BIKE EASEMENT EX B.dwg PREPARED BY: VAW t Ware Enterprises, Inc. Jame 2109 Vic Gcvilan EXP. 12-31-05 Son Clemente, CA 92673 Voice 949-661 -9156 NO. 5031 Fax: 949-366-9611 D. MARK WARE P.L.S' 5031 CA EXP, DATE: 12-31 -05 C sdwg\NWD`, lC8TKETWL\5X-C1P124 BIKE EASEMENT EX Kdwg,6118/2004 10:11:50 AM,HP UE)el 6Pe,I: ,WARE ENTERPR E-INC Paue 2 of 2 MEMORANDUM April 4, 2005 TO: Meg Monahan, City Clerk FROM: R. Anthony Foster, Engineering Assistant qf7 SUBJECT: Amendment to OCTA License Agreement; Vereda Bikeway Undercrossing (CIP 124) Attached is an original of the subject Amendment for your file. This Amendment was approved by Council at their February 15th meeting. RAF Attachment TRANSMITTAL TO: R. Anthony Foster, Engineering Assistant FROM: Meg Monahan, City Clerk (949) 443-6308 RE: OCTA Vereda Bikeway License Agreement DATE: February 18, 2005 Enclosed, please find (3) original executed License Agreements Between the Orange County Transportation Authority and the city, as approved by the City Council on February 15, 2005. Please arrange for approval of the agreements by OCTA and return (1) original executed agreement to my attention. Thank you, Javan 32400 PASEO ADELANTO /yi SAN JUAN CAPISTRANO,CA 92675 7 m[oAvoAA1E0 MEMBERS OF THE CITY COUNCIL (949)493-1171 • fsfXUlsXfX 1961 SAM ALLEVATO (949)493-1053 FAX 1776 DIANE L.BATHOATE • Lti1NSM1'..SOlifll[ZIiCCi[l(SIYGIt O.OI"g • WYATT HART • • JOE SOTO NOTIFICATION OF M OTENTIAL INTEREST DAVID M.SWERDLIN OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on Tuesday, February 15, 2005 in the City Council Chamber in City Hall, to consider: "Consideration of Amendment to License Agreement with the Orange County Transportation Authority (OCTA) Concerning the Vereda Bikeway Undercrossing (CIP No. 124)' — Item No. D10 If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at City Hall by 5:00 p.m. on Monday, February 14, 2005 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a blue 'Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member R. Anthony Foster, Engineering Assistant. You may contact that staff member at (949) 443-6351 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanivancapistrano.org. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: council-agendas cDsanivancapistrano.org. Meg Monahan, CMC City Clerk cc: William Mock, OCTA*; George Rakas, Orange County Property Permits*; R. Anthony Foster, Engineering Assistant * Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future MEMORANDUM September 29, 2004 TO: Meg Monahan, City Clerk _ FROM: R. Anthony Foster, Engineering Assistant SUBJECT: Orange County Transportation Authority License Agreement, Vereda Bikeway (CIP #124) Attached is a fully executed original of the subject Agreement for your file. A preliminary Agreement was reviewed and approved by the City Council on July 20, 2004. RAF Attachment cc: Bill Huber Ray Holland �► �,w SAN NCA STRANADEI-ANTO A(. ® � $AN JUAN CAPISTRANO,CA 92675 jy III°AIBIIItI MEMBERS OF THE CRY COUNCIL (949)4931171 tSTlRUlm 1961 (949)493-1053 FAx 1776 SAM ALLEVATO � DIANE L BATHGATE yVWW.SanjUanCaplStranO.OYg 'Ay ART JOE SOT `, • • JOE SOTO DAVID M.SWERDLIN August 3, 2004 Mr. Bill Mock, Right of Way Department Orange County Transportation Authority 550 S. Main Street Orange, CA 92868 Re: OCTA License Agreement - Vereda Bikeway (CIP No. 124) Dear Mr. Mock: Enclosed are two originals of the subject Agreement, executed by the Mayor. It is my understanding you will present this Agreement to the OCTA Board on August 23rd. Upon approval and execution, please return one original to Margaret Monahan, City Clerk and a copy to me. Please contact me at (949) 443-6351 should you have any questions. Sincerely, R. Anthony Foster Engineering Assistant Enclosure cc: Bill Huber Ray Holland Margaret Monahan San Juan Capistrano: Preserving the Past to Enhance the Future A q 32400 PASEO ADELANTO SAN JUAN CAPISTRANO,CA 92675 mmAeeeerte MEMBERS OF THE CIN COUNCIL (949)493-1171 EST RESEED � 1961 VATO (949)4931053 FAx 1776 SAM EL L. SATH www.sanjuancapistrano.org • • DWYATf ATTHGATE • • JOE SOTO DAVID M.SWERDUN TRANSMITTAL TO: Tony Foster, Engineering Assistant FROM: Meg Monahan, City Clerk RE: License Agreement —OCTA (Vereda Bikeway) DATE: August 2, 2004 Enclosed, please find attached (2) original, executed license agreements. Please arrange for execution by the other agreement parties and forward one original back to the Office of the City Clerk. Thank you San Juan Capistrano: Preserving the Past to Enhance the Future RECAP: City of San Juan Capis July 20, 2004 Page: 3 2004, in the amou X23' d and filed: Hart(Swerdlin, 4-0-1 32400 PASEO ADELA go` //y�'' SAN JUAN CA PIS OstalrtsBathgate) 1% 1110P ;fTEP MEMBERS OF THE CITY COUNCIL (949)493-1171w�Eo 1961 SAM ALLEVATO (949)493-1053 FAX 1776 DIANE L.BATHGATE ttH'Vi .satit,,6tal,cvtrgl?rioderation of Awa N ero Serra Road ReconstruetiowTI-5 Northbound Ramps to R (R. J. Noble Company) (CI PD N911N (600.30): Contract for t ero Serra Road Reconstruction, 1-5 Northbound Ramps to Rancho Viejo Road Capital Improvement Project awarded to the low responsible bidder, R. J. Noble Company, in the amount of$98,876.52, and all other bids rejected. 7-2#2004—agreement sent to contractor. 5. Consideration of a Construction Agreement — Removal of Underground Fuel Storage Tanks (Fleming Environmental Incorporated) (City Yard) (600.30): Receipt of all bids acknowledged; Construction agreement for removal of underground fuel storage tanks awarded to Fleming Environmental Inc., in the amount of $38,746, for the removal of underground fuel storage tanks approved, the Mayor authorized to execute the agreement; and the City Manager authorized to approve necessary changes to the agreement within the budget approved for the work. 7-2�-0 �greerrteh#sett##o el�ntf+�c#iir: 6. Consideration of Approval of a Reimbursement Agreement with MCI Worldcom Network Services, Inc. for Construction of the Vereda Bikeway Undercrossing (CIP No. 124) (600.30): Reimbursement agreement with MCI WorldCom Network Services, Inc. for the construction of the Vereda Bikeway Undercrossing: Swerdlin/Bathgate, 5-0 7-24-2004 (2) original executed agreements forwarded to MCI for execution. 7. Consideration of Approval of a License Agreement with the Orange County Transportation Authority for Construction of the Vereda Bikeway Undercrossing (CIP No. 124) (600.50): License agreement with the Orange County Transportation Authority for the construction of the Vereda Bikeway Undercrossing approved: Swerdlin/Bathgate, 5-0 7-24-2004 the city clerk's office has not received this agreement. San Juan Capistrano: Preserving the Past to Enhance the Future • • 7/20/2004 D7 AGENDA ITEM TO: Dave Adams, City Manager(�)-G'- FROM: Ray Holland, Interim Engineering and Building Director SUBJECT: Consideration of Approval of a License Agreement with the Orange County Transportation Authority for Construction of the Vereda Bikeway Undercrossing (CIP No. 124) RECOMMENDATION: By motion, approve the License Agreement with the Orange County Transportation Authority for the construction of the Vereda Bikeway Undercrossing. SITUATION: A. Summary and Recommendation: The City has taken the lead in constructing a bikeway/pedestrian undercrossing of the Orange County Transportation Authority (OCTA) rail line adjacent to San Juan Creek (see Attachments 1 and 2). OCTA requires that the City enter into the subject License Agreement (Attachment 3). Staff recommends approval of the License Agreement. B. Background: Several years ago OCTA acquired the rail line within the City. Due to liability issues OCTA fenced off the unimproved section of the Vereda Bikeway that crossed the rail line on the north levee of San Juan Creek. The Vereda Bikeway is on the City, County and OCTA Master Plan of Biketrails. OCTA provided the City with a $1,079,000 Transportation Enhancement Act (TEA) grant for construction of an undercrossing of the rail line. The project consists of a new rail bridge north of the existing bridge crossing San Juan Creek, and access ramps within Descanso Park, the City Maintenance Yard and at the south side of Plaza Del Rio (Vons) shopping center. OCTA requires the subject License Agreement prior to construction of the undercrossing. The Agreement describes construction, indemnification, costs, and maintenance responsibilities. Agenda Report July 20, 2004 Page 2 Recently, Caltrans, the agency overseeing the TEA grant, notified the City that all right-of-way documents must be submitted by August 15t. As OCTA must modify their standard license agreement for this project, they cannot provide the final agreement at this time. The attached License Agreement is a draft for Council review. Revisions will include expanding the month-to- month agreement to a 20 year minimum as required for TEA grants and the use fee, which is expected to be minimal. COMMISSION/BOARD REVIEW AND RECOMMENDATION: Not applicable. NOTIFICATION: Bill Mock, OCTA Right-of-Way Administrator* Jennifer Bergener, Transportation Analyst* *Agenda Report included. FINANCIAL CONSIDERATIONS: Estimated construction cost: $1,560,000 Estimated MCI relocation cost: $ 80,000 Southern California Regional Rail Authority costs: $ 80,000 Total estimated construction cost:: $1,720,000 The following funds were approved in the 2004-2005 budget for CIP No. 124: Existing Measure M funds: $ 100,000 Park and Recreation funds: $ 320,000 TEA grant $1,078,912 Total: $1,498,912 Staff is reviewing upcoming grants, a transfer of funds from a defunct OCTA/City project (realignment of San Juan Creek railroad bridge) or other funding methods to cover the additional $221,088 needed to complete construction. Agenda Report July 20, 2004 Page 3 RECOMMENDATION: By motion, approve the License Agreement with the Orange County Transportation Authority for the construction of the Vereda Bikeway Undercrossing. Respectfully submitted, Prepared by, Ray Holland R. Anthony Foster Interim Engineering and Building Director Engineering Assistant/Trail Coordinator Attachments: 1. Location Map 2. Project Plan and Elevation 3. License Agreement n THE CITY OF SAN JUAN CAPISTRANO A a �6 r q :•y. x ., D � .. , c ,tr Ya l fj'� 1 ✓ .i.:,"?fix �, _1 ��/�y 4 .:. Imo. J� DEL pry "- O �_• _i�{L?,�r. �� PRO ECT LOCATION 0 3000 6000 9000 Feet ATTACHMENT ^ M6VCa(Ifld. S]A 9.6955 ¢4EIRdM MYN Td iRIM fI I)]) I PERFORMED BY HMO ENGIMERINGA1.9Ca1smoona1 SIA 3.01" W- fl.121 .11 i �ItWIRI E dSwAY Et 60.5p � x0. Id1NNG [ASIN4 ELEV F�.I _Al , BO Ip)51],IgO 46.3662M 91920 p0 n pp(pOq( BR104( J s - ] 111375..16 IM9116.I7U 92.0e ... ^ .... ..`a .. pq 3 1561592]9] 155W38]62 SAM <n "^ , P.,kO GTIMlA2PA] IS I A 166.0.9199 IHIM.36]I 19.16 Gj.Gj '^y• _. ... it . 5 AM !2)6 149110.061 74.02 _ L ' .I I...-:.-- -STM ... ..........mesx ... x0 Mffp NTE axrf6LM _--- : : �'' 1 70 lxKl R](.6AY C(MIRLk aE5[1 10 ...... 1 1 . C sy31 Gia°ss 3 1403..62 14.vv iD... ' .. t c1 e •u9).c09s ]e e1 .:e'nts 9 � l .. MI[t 65`1 I 60 1p R[YMIXSx «$CRRIKN ....... ....... L... ._ __ ..PMP IVY IL'N.60..'.... .. . / 60 v. uxl[RL1 SN Ia[tEll NO sn ... .... .. . . . . . . CMmRARE Dh 0o`W sl mn -r- .. .•. . . . z SE]Scree[D"•-a xtr sgFwµx a ...'....:...I.DO.. ........ ...Z,00.. _ _ . .. ..._... ... _,_. . _ ftl.. .. a•DD ...90� • «t adsro 4 ^ -, so 3 Mr z x 11ue SET 2 x]me SU 0.00 3-)D 6.00 6.50 SEE R BIKEWAY ELEVATION PROPOSED 01.PA GEWMYMIA p'1' C4NV( ~ 0, 0[SC B[MNC d51 MK[ SlA1pN HMixNG (MMC M PMYIf KtIA t 1 SlA 1203){YEw6Y Fl 60.4• POT 1 51A Y•W f kIR«M r/R[L]631 // r • .1.� 1P 91.N �e �/ O PI N1 1 0-64 03 55821 fivK11M., 2125532.W 11MSA 5]A J•04 90 Q n M. El 6Ln- �/ Ell.OC Rrw 1 s]A nM.ss lyj]Nss// 30'1D' o' 0 5_D��. OPC 4,7101 f Y[1Rd'M RMP (1.1MG AMR6b rte] 1,1,12 Im 2W 1R L)]3) i ebb/. 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CIP124 n CITY OF SAN JUAN CAPISTRANO VEREDA BIKEWAY UNDERPASS De.wwc x0 C-01 MP 197ABa R[��sloN a ND. .' 1• ]M PLAN AND PROFILE R s<wE AS NOTED wwna,xc n _ wrt DAll DESCRIPTION - n m z N N tl' BECRN mt Cq 6RKL BY VV, B'.S'/ �r WORN PERFORMED NEM [ME NCIMIY OF AMU ]'6' )'.12 BY SCRR e[pYL YKSS NE IN ROAM PN$Y Er"I G q5W r I •1 NEAR rM IgFln(q IX[XTNL 6PCU. TO,M RN [CrTr E INK(BHt.L51 ANDAEG qRUN IPACx WLLLLWL BExi CTVRSP GVNtORM MSW. �, .�],.•Q ., BY CONTRACTOR — —— — —_ — —— _ — _— — _— — — B"MEP IM CONNECTOR sNALL PLx]YE HL ICP M 51.BLRKK _ OFOSRPRECAST PR[SNF65[D BALLAST AND L[CAVANE AS NECESSARY 10 _ \ 'nOCR %POW COR!R'JIMNISBENIS Ytl /T N2CA51 NNr CM III .II)IR PEES GONERS AFTER TEN.PR[$. rR[CA51 WNG, I I� 1 ] IttGI B /I IIS x.v�ccwAwNAeN swa\vxENwc sww.Nx Y¢4 4l T. —1 l I r / I�I TO ROCK BALLAST MO TRKNWMt AT k A I n CASI.x-AI ATERE" S. I�4 44 xxr] xxr D / /4 I i _ CONCNIl CML. B` SCAR >.M9 5(C(TO N S..ICA KERN NA1. � T qLl. TYP :j AM �I,`I'1.11`F-`` Aartt � ry ..y.1.1. _TTI • •.NL IK BEST M wpM AS SgIIN ON 0.1N �+ ELEVATION ECAC SECTION SONE• T B' AS IFA51Mo vEARE1BIGLL/fl i0 4 rtln NOTES uL LRED CER NT.ABC \ .LRf�LA I.AStT 6(RP[gNU. 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CIP124 RA..xN exv:wnw ieF+e VEREDA BIKEWAY UNDERPASS DR—w NO S ,I wx.I1 MP 797.88 _ Avi5i0x x0 _ RRIERRF?N GENERAL ARRANGEMENT Ei on< DR Rmr .` �W A`E AS NOTED .TE DCSCRIP�IOx LICENSE AGREEMENT This LICENSE AGREEMENT ("Agreement') is made and entered into as of 2003 by and between the ORANGE COUNTY TRANSPORTATION AUTHORITY, a public entity ("OCTA"), and ("Licensee"), upon and in consideration of the agreements, covenants, terms and conditions below: PART I. - BASIC LICENSE PROVISIONS 1. Description of License Property: Approximate area: +/- square feet. Legal Description: Licensee shall provide a Legal Description of the License Property to OCTA within 30 days after the License Commencement Date. After said Legal Description is approved by OCTA, said Legal Description shall be attached to License as Exhibit"A-1". 2. Use of License Property: only, and no other uses. 3. Commencement Date: 200_ effective as of the date on which all parties have signed this Agreement. 4. Term: Month-to-month beginning on the Commencement Date. 5. License Fees: A. Base License Fee: $ per(month) year, payable annually in advance. B. Additional License Fee: One time fee: $ C. Base License Fee Adjustment Dates: Annually based on CPI (see Section 2.2.1 Annual CPI Adjustment, page 3, attached hereto and incorporated herein by reference). INITIAL INITIAL Page 2 of 17 6. Insurance Requirements: Insurance requirements are detailed in Section 16, Insurance, page 8, attached hereto and incorporated herein by reference. 7. OCTA's Address: ORANGE COUNTY TRANSPORTATION AUTHORITY 550 S. Main Street P. O. Box 14184 Orange, CA 92863-1584 8. Licensee's Address: (all caps) 9. Facility: The foregoing Basic License Provisions and the General License Provisions set forth in attached Part II are incorporated into and made part of this Agreement. PART II - GENERAL LICENSE PROVISIONS 1. License/Term. License. OCTA hereby grants to Licensee a non-exclusive license to use the real property owned by OCTA described on the attached Exhibit "A" and incorporated herein by reference, and described in Item 1 of the Basic License Provisions (the "License Property"), for the limited purpose of construction, installation, operation, alteration, maintenance, reconstruction and/or removal of the Facility described in Item 9 of the Basic License Provisions, and any usual, necessary and related appurtenances thereto (the "Facil "), for the purposes described in Item 2 of the Basic License Provisions, together with rights for access and entry onto the License Property as necessary or convenient for the use of the Facility. In connection with this license, Licensee, its employees, agents, customers, visitors, invitees, licensees and contractors (collectively, "Licensee's Parties"), subject to the provisions hereof, may have reasonable rights of entry and access onto the License Property. The License Property, adjoining real property (or any interest therein) of OCTA and personal property of OCTA located thereon shall hereinafter collectively be referred to as OCTA Property ("OCTA Prope 1.2 Term of Agreement. The term ("Term") of this Agreement shall commence on the "Commencement Date" specified in Item 3 of the Basic License Provisions. Unless a Page 3 of 17 specific term of this Agreement is filled in at Item 4 of the Basic License Provisions, this Agreement shall continue in full force and effect on a month-to-month basis as provided in Item 4 of the Basic License Provisions until terminated by either parry on thirty (30) days' prior written notice. If Item 4 of the Basic License Provisions provides for a specific term, then this Agreement shall be a license for the term specified in said Item 4; provided, however, that OCTA shall have the absolute right to terminate this Agreement prior to the date specified in Item 4 in its sole discretion by delivering thirty (30) days' prior written notice to Licensee. 1.3 Condition of Premises. Licensee acknowledges that it has inspected and accepts the License Property in its present condition as suitable for the use for which this license is granted. Execution of this Agreement by Licensee shall be conclusive to establish that the License Property is in a condition which is satisfactory to Licensee as of the Commencement Date. 2. Payments 2.1 License Fee. As consideration for the rights given hereunder, Licensee agrees to pay to OCTA the Base License Fee specified in Item 5 of the Basic License Provisions, as such amount may be adjusted as set forth in Section 2.2, and the Additional License Fee specified in Item 5 of the Basic License Provisions. The one time Additional License Fee and the first month's or year's, as the case may be, Base License Fee are due and payable upon execution of this Agreement. Thereafter, the Base License Fee, as such fee may be adjusted pursuant to the provisions of Section 2.2, shall be due and payable, without demand, on or before one month or year, as the case may be, after the Commencement Date and in each month or year, as the case may be thereafter. The Base License fee for any fractional period at the end of the Term shall be prorated on a daily basis and shall be due and payable without demand. 2.2 License Fee Adjustment. 2.2.1 Annual CPI Adjustment. The Base License Fee shall be increased, but not decreased, as provided below on the first day of each month during which an annual anniversary of the Commencement Date occurs unless another date(s) is provided in Item 5 of the Basic License Provisions (the "Adjustment Date"). The adjusted Base License Fee as of each Adjustment Date shall be the greater of the Base License Fee on the day preceding that Adjustment Date or that amount multiplied by a fraction, the numerator of which is the CPI figure for the third month preceding the month during which the particular Adjustment Date occurs and the denominator of which is the CPI figure for the month that is three (3) months prior to the month containing the prior Adjustment Date or, if none, the Commencement Date. As used in this section, the "CPI" means the Consumer Price Index for Urban Wage Earners and Clerical Workers, Los Angeles/Anaheim/Riverside, all items (1982-84 = 100), published by the U.S. Department of Labor, Bureau of Labor Statistics, or if such index is no longer published, the U.S. Department of Labor's most comprehensive official index then in use that most nearly corresponds to the index named above. If it is calculated from a base different from the base period 1982-84 = 100, figures used for calculating the adjustment shall first be converted to the base period used under a formula supplied by the Page 4 of 17 Bureau. If a comparable index shall no longer be published by the U.S. Department of Labor, another index generally recognized as authoritative shall be substituted by OCTA. 2.2.2 Fair Market Adiustment. At intervals of not less than three (3) years, the Base License Fee (as such fee may be adjusted by Section 2.2.1, above) payable under this Section 2 shall be increased, but not decreased, in order to adjust the fee to the then fair market rental value of the License Property as determined by OCTA in good faith discretion. Such increases shall be effective on an anniversary date of the Commencement Date. OCTA shall give Licensee written notice of the date and amount of any such adjustment not less than thirty (30) days prior to the applicable anniversary date. If no adjustment is made on the third anniversary of the Commencement Date, an adjustment may nevertheless be made on subsequent anniversary date and thereafter at intervals of not less than three (3) years apart. Any such adjustment may take into consideration the increase in fair market rental value since the last adjustment. 2.3 Late Charge. Licensee acknowledges that late payment by Licensee of any payment owed to OCTA under this Agreement will cause OCTA to incur costs not contemplated by this Agreement. Therefore, if any payment due from Licensee is not received by OCTA within five (5) days of the date when due, Licensee shall pay to OCTA an additional sum of ten percent (10%) of the overdue payment as a late charge, up to a maximum amount of $500 for each late payment. The parties agree that this late charge represents a fair and reasonable estimate of the administrative costs that OCTA will incur by reason of a late payment by Licensee. Acceptance of any late payment charge shall not constitute a waiver of Licensee's default with respect to the overdue payment, and shall not prevent OCTA from exercising any of the other rights and remedies available to OCTA under this Agreement, at law or in equity, including, but not limited to, the interest charge imposed pursuant to Section 24.5. 3. Taxes. Licensee shall be liable for and agrees to pay promptly and prior to delinquency, any tax or assessment, including but not limited to any possessory interest tax, levied by any governmental authority: (a) against the Facility and its operations the License Property and/or any personal property, fixtures or equipment of Licensee used in connection therewith, or(b)as a result of the Licensee's parties' use of the License Property, or the Facility. 4. Construction. All Construction work performed or caused to be performed by Licensee on the Facility or the License Property shall be performed (a) at Licensee's sole cost and expense; (b) in accordance with any and all applicable laws, rules and regulations (including the OCTA's rules and regulations), and (c) in a manner which (i) meets or exceeds the then applicable standards of the industry for such Construction work, and (ii) is satisfactory to OCTA. Prior to commencement of any construction, maintenance, reconstruction, installation, restoration, alteration, repair, replacement or removal (other than normal maintenance) (hereinafter, "Work") on the License Property, Licensee shall submit work plans to OCTA for review and approval. Any such Construction Work must be carried out pursuant to work plans approved in writing by OCTA. In addition, Licensee shall provide OCTA and all holders of underground utility facilities located within the License Property with at least 10 calendar days' written notice prior to commencement of any Work on the License Property or the Facility, Page 5 of 17 except in cases of emergency, in which event Licensee shall notify OCTA's representative personally or by phone prior to commencing any Construction Work. Unless otherwise requested by OCTA, upon completion of any Construction Work, Licensee shall restore the OCTA Property to its condition immediately preceding the commencement of such Construction Work. 5. Contractors—Aporoval and Insurance. Any contractors of Licensee performing Work on the Facility or the License Property shall first be approved in writing by OCTA. With respect to such Work, Licensee shall, at its sole cost and expense, obtain and maintain in full force and effect, throughout the term of such Work, insurance, as required by OCTA, in the amounts and coverages specified on, and issued by insurance companies as described Section 16, attached hereto and incorporated herein by reference. Additionally, Licensee shall cause any and all of its contractors and subcontractors which may (a) be involved with such Work, or (b) may, for any reason, need to enter onto the License Property, to obtain and maintain in full force and effect during the Term of this Agreement, or throughout the term of such Work (as applicable), insurance, as required by OCTA, in the amounts and coverages specified on, and issued by insurance companies as described in Section 14, attached hereto and incorporated herein by reference. OCTA reserves the right, throughout the Term of this Agreement, to review and change the amount and type of insurance coverage it requires in connection with this Agreement on the Work to be performed on the License Property. 6. Reimbursement. Licensee agrees to reimburse OCTA for all reasonable costs and expenses incurred by OCTA in connection with Construction Work on or maintenance of the License Property or the Facility, including, but not limited to, costs incurred by OCTA in furnishing any materials or performing any labor, reviewing Licensee's Work plans and/or inspecting any Construction Work, installing or removing protection beneath or along OCTA's tracks, furnishing of watchmen, flagmen and inspectors as OCTA deems necessary and such other items or acts as OCTA in its sole discretion deems necessary to monitor or aid in compliance with this Agreement. 7. Liens. Licensee will fully and promptly pay for all materials joined or affixed to Facility or the Licensed Property, and fully and promptly pay all persons who perform labor upon said Facility or the Licensed Property. Licensee shall not suffer or permit to be filed or enforced against the Licensed Property or the Facility, or any part thereof, any mechanics', materialmen's, contractors', or subcontractors' liens or stop notices arising from, or any claim for damage growing out of, any testing, investigation, maintenance or Construction Work, or out of any other claim or demand of any kind. Licensee shall pay or cause to be paid all such liens, claims or demands, including sums due with respect to stop notices, together with attorney's fees incurred by OCTA with respect thereto, within ten (10) business days after notice thereof and shall indemnify, hold harmless and defend OCTA from all obligations and claims made against OCTA for the above described work, including attorney's fees. Licensee shall furnish evidence of payment upon request of OCTA. Licensee may contest any lien, claim or demand by furnishing a statutory lien bond or equivalent with respect to stop notices to OCTA in compliance with applicable California law. If Licensee does not discharge any mechanic's liens or stop notice for works performed for Licensee, OCTA shall have the right to discharge same (including by paying the claimant), and Licensee shall reimburse OCTA for the Page 6 of 17 � a cost of such discharge within ten (10) business days after billing. OCTA reserves the right at any time to post and maintain on the OCTA Property and on the Licensed Property such notices as may be necessary to protect OCTA against liability for all such liens and claims. The provisions of this Section shall survive the termination of this Agreement. 8. Maintenance and Repair. Licensee, at Licensee's sole expense, shall maintain the License Property and the Facility in a condition satisfactory to OCTA during the Term of this Agreement and shall perform all maintenance and clean-up of the License Property and the Facility as necessary to keep the License Property and the Facility in good order and condition, to OCTA's satisfaction and in accordance with applicable city codes. Licensee shall be responsible for any citations issued by any agency having jurisdiction as a result of Licensee's failure to comply with local codes. If any portion of the OCTA Property, including improvements or fixtures, suffers damage by reason of the access to or use of the License Property, by Licensee, Licensee's Parties or by Licensee's partners, officers or directors, including but not limited to damage arising from any test or investigations conducted upon the License Property, Licensee shall, at its own cost and expense, immediately repair all such damage and restore the OCTA Property to as good a condition as before such cause of damage occurred. Repair of damage shall include, without limitation, regrading and resurfacing of any holes, ditches, indentations, mounds or other inclines created by an excavation by Licensee or Licensee's Parties. 9. Landscaping and Protective Fencing. If required by OCTA, Licensee, at its sole cost and expense, shall install barrier fencing and/or landscaping to shield the railroad track area from public access and/or the Facility from public view. OCTA shall have the right to review and approve fencing and/or landscaping plans prior to installation. All fencing and/or landscaping work shall be done in accordance with the provisions of Sections 4 and 5 above and will be subject to the maintenance and repair provisions of Section 8 above. 10. Use. The License Property and the Facility shall be used only for the purposes specked in Item 2 of the Basic License Provisions and for such lawful purposes as may be directly incidental thereto. No change shall be made by Licensee in the use of the License Property or the Facility without OCTA's prior written approval. 11. Abandonment. Should Licensee at anytime abandon the use of the Facility or the License Property, or any part thereof, or fail at any time for a continuous period of ninety (90) days to use the same for the purposes contemplated herein, then this Agreement shall terminate to the extent of the portion so abandoned or discontinued, and in addition to any other rights or remedies, OCTA shall immediately be entitled to exclusive possession and ownership of the portion so abandoned or discontinued, without the encumbrance of this Agreement. OCTA, at its option, may remove any improvements remaining on the abandoned property, at Licensee's expense. 12. Breach. Should Licensee breach, or fail to keep, observe or perform any agreement, covenant, term or condition on its part herein contained, then, in addition to any other available rights and remedies, OCTA at its option may: Page 7 of 17 (a) perform any necessary or appropriate corrective work at Licensee's expense, which Licensee agrees to pay to OCTA upon demand, or (b) with or without written notice or demand, immediately terminate this Agreement and at any time thereafter, recover possession of the License Property or any part thereof, and expel and remove therefrom Licensee or any other person occupying the License Property, by any lawful means, and again repossess and enjoy the License Property and the Facility, without prejudice to any of the rights and remedies that OCTA may have under this Agreement, at law or in equity by reason of Licensee's default or of such termination. 13. Surrender. Upon termination of this Agreement, unless otherwise requested in writing by OCTA prior to the date of termination, Licensee, at its own cost and expense, shall immediately remove the Facility and restore the OCTA Property as nearly as possible to the same state and condition as existed prior to the construction, reconstruction or installation of said Facility. Should Licensee fail to comply with the requirements of the preceding sentence, OCTA may at its option (a) perform the same at Licensee's expense, which costs Licensee agrees to pay to OCTA on demand, or (b) assume title and ownership of said Facility. No termination hereof shall release Licensee from any liability or obligation hereunder, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date the Facility is removed and the OCTA Property is restored. 14. Indemnification. Except for AUTHORITY's sole negligence, CITY shall indemnify, defend and hold harmless AUTHORITY, its officers, directors, employees and agents from and against any and all claims (including attorneys' fees and reasonable expenses for litigation or settlement) for any loss or damages, bodily injuries, including death, damage to or loss of use of property caused by the negligent acts, omissions or willful misconduct by CITY, its officers, directors, employees, agents, subcontractors or suppliers in connection with or arising out of the performance of this Agreement. The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative, joint, concurring or comparative) on the part of Indemnitees, unless caused solely by the negligence or willful misconduct of Indemnitees; shall survive termination of this Agreement; and is in addition to any other rights or remedies which Indemnitees may have under the law or under this Agreement. Upon request of OCTA, Licensee shall provide insurance coverage for possible claims or losses covered by the indemnification and defense provisions of this Agreement. Claims against the Indemnitees by Licensee or its Personnel shall not limit the Licensee's indemnification obligations hereunder in any way, whether or not such claims against Indemnitees may result in any limitation on the amount or type of damages, Page 8 of 17 compensation, or benefits payable by or for Licensee or its Personnel under workers' compensation acts, disability benefit acts or other employee benefit acts or insurance. 15. Assumption of Risk and Waiver. To the maximum extent allowed by law, Licensee assumes any and all risk of loss, damage or injury of any kind to any person or property, including, without limitation, the Facility, the License Property and any other property of, or under the control or custody of, Licensee, which is on or near the License Property. Licensee's assumption of risk shall include, without limitation, loss or damage caused by defects in any structure or improvement on the OCTA Property, accident, fire or other casualty on the OCTA Property, or electrical discharge, noise or vibration resulting from OCTA's transit operations on or near the OCTA Property. The term "OCTA" as used in this section shall include: (a) any transit or rail-related company validly operating upon or over OCTA's tracks or other property, and (b) any other persons or companies employed, retained or engaged by OCTA. Licensee, on behalf of itself and its Personnel (as defined in Section 14) as a material part of the consideration for this Agreement, hereby waives all claims and demands against OCTA for any such loss, damage or injury of Licensee and/or its Personnel. In that connection, Licensee waives the benefit of California Civil Code Section 1542, which provides as follows: A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the release, which if known by him must have materially affected his settlement with the debtor. Licensee accepts the risk that the facts or the law may later tum out to be different than Licensee understands them to be at this time and acknowledges that this assumption of risk and waiver will not be affected by such different state of facts or law. The provisions of this Section shall survive the termination of this Agreement. 16. Insurance. A. Licensee shall procure and maintain insurance coverage or evidence of self insurance during the entire term of this Agreement. Licensee shall provide the following coverage: 1. Commercial General Liability, to include Products/Completed Operations, Independent Contractors', Contractual Liability, and Personal Injury Liability with a minimum of $ of coverage. 2. Automobile Liability Insurance with combined single limits of a minimum of 3. Workers' Compensation with limits as required by the State of California; with a waiver of subrogation rights; Page 9 of 17 4. Employers' Liability with limits of a minimum of$1,000,000; and B. Proof of such coverage, in the form of a letter of self-insurance evidencing sufficient assests to meet the aforementioned requirements or an insurance company issued policy endorsement and a broker-issued insurance certificate, must be received by AUTHORITY within ten (10) calendar days from the date of execution of the Agreement; with the Orange County Transportation Authority, its officers, directors, employees and agents designated as additional insurers. Furthermore, AUTHORITY reserved the right to request certified copies of all related insurance policies. C. Licensee shall include on the face of the certificate of Insurance the Agreement Number ; and, attention to the Right of Way Department. 17. Tests and Inspection. OCTA shall have the right at any time to inspect the License Property and the Facility so as to monitor compliance with the terms of this Agreement. OCTA shall be permitted to conduct any tests or assessments, including but not limited to environmental assessments, of, on or about the License Property, as it determines to be necessary in its sole judgment or useful to evaluate the condition of the License Property. Licensee shall cooperate with OCTA and its agents in any tests or inspections deemed necessary by OCTA. Licensee shall pay or reimburse OCTA and appropriate regulatory agencies, as appropriate, for all reasonable costs and expenses incurred due to the tests, inspections or any necessary corrective work and inspections thereafter. 18. Hazardous/Toxic Materials Use and Indemnity. Licensee shall operate and maintain the License Property in compliance with all applicable federal, state and local environmental, health and/or safety-related laws, regulations, standards, decisions of the courts, permits or permit conditions, currently existing or as amended or adopted in the future which are or become applicable to Licensee or the License Property ("Environmental Laws"). Licensee shall not cause or permit, or allow any of Licensee's Parties to cause or permit, any Hazardous Materials to be brought upon, stored, used, generated, treated or disposed of on or about the brought upon, stored, used, generated, treated or disposed of on the License Property or the OCTA Property. As used herein, "Hazardous Materials" means any chemical, substance or material which is now or becomes in the future listed, defined or regulated in any manner by any Environmental Law based upon, directly or indirectly, its properties or effects. Licensee shall indemnify, defend (by counsel acceptable to OCTA) and hold harmless the Indemnitees (as defined in Section 14) from and against all loss, liability, claim, damage, cost or expense (including without limitation, any fines, penalties, judgments, litigation expenses, attomeys' fees, and consulting, engineering, and construction fees and expenses) incurred by Indemnitees as a result of (a) Licensee's breach of any prohibition or provision of this Section or (b) any release of Hazardous Materials upon or from the Facility or the License Page 10 of 17 Property or contamination of the Licensed Property or adjacent property(i)which occurs due to the use and occupancy of the Facility or the Licensed Property by Licensee or Licensee's Parties, or (ii) which is made worse due to the act or failure to act of Licensee or Licensee's Parties. The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative, joint, concurring or comparative) on the part of Indemnitees, unless caused solely by the negligence or willful misconduct of Indemnitees; shall survive termination of this Agreement; and is in addition to any other rights or remedies which Indemnitees may have under the law or under this Agreement. In addition, in the event of any release on or contamination of the License Property, the OCTA Property and/or any adjacent property, whether or not owned by OCTA, Licensee, at its sole expense, shall promptly take all actions necessary to clean up all such affected property and to return the affected property to the condition existing prior to such release or contamination, to the satisfaction of OCTA and any governmental authorities having jurisdiction thereover. Upon the termination of this Agreement at any time and for any reason, Licensee shall, prior to the effective date of such termination, clean up and remove all Hazardous Materials in, on, under and/or about the License Property or OCTA Property, in accordance with the requirements of all Environmental Laws and to the satisfaction of OCTA and any governmental authorities having jurisdiction thereover. 19. Underground Storage Tanks. NEITHER LICENSEE NOR LICENSEE'S PARTIES SHALL INSTALL OR USE ANY UNDERGROUND STORAGE TANKS ON THE LICENSE PROPERTY. 20. Subordinate Rights. This Agreement is subject and subordinate to the prior and continuing right and/or obligation of OCTA, its successors and assigns, to use the OCTA Property in the exercise of its powers and in the performance of its duties, or for any other purpose including but not limited to those as a public transportation body. Accordingly, there is reserved and retained unto OCTA, its successors, assigns and permittees, the right to construct, reconstruct, maintain and use existing and future rail tracks, facilities and appurtenances and existing and future transportation, communication, pipeline and other facilities and appurtenances in, upon, over, under, across and along the OCTA Property, and to otherwise use the OCTA Property, and in connection therewith the right of OCTA, its successors and assigns, to grant and convey to others, rights to and interests in the OCTA Property on the License Property and in the vicinity of the Facility. This Agreement is subject to all licenses, leases, easements, restrictions, conditions, covenants, encumbrances, liens, claims and other matters of title ("title exceptions") which may affect the OCTA Property now or hereafter,-and no provision of this Agreement shall be construed as a covenant or warranty against the existence of any such present or future title exceptions, whether or not arising out of the actions of OCTA, its successors or assigns. OCTA makes no representations or warranties of any kind with regard to title to the License Property. Page 11 of 17 21. Compliance with Laws. Licensee shall comply with all applicable federal, state and local laws, regulations, rules and orders in its work on, or maintenance, inspection, testing or use of, the Facility and the License Property. OCTA may enter the License Property to inspect the Facility at any time, upon provision of reasonable notice of inspection to Licensee. Licensee shall obtain all required permits or licenses required by any governmental authority for its use of the License Property and the Facility, at its sole cost and expense. 22. Condemnation. In the event all or any portion of the License Property shall be taken or condemned for public use (including conveyance by deed in lieu of or in settlement of condemnation proceedings), Licensee shall receive compensation (if any)from the Condemnor only for the taking and damage to the Facility. Any other compensation or damages arising out of such taking or condemnation awarded to Licensee are hereby assigned by Licensee to OCTA. 23. Markers. Project markers in form and size satisfactory to OCTA, identifying the Facility and its owners, will be installed and constantly maintained by and at the expense of Licensee at such locations as OCTA shall designate. Such markers shall be relocated or removed upon request of OCTA without expense to OCTA. Absence of markers in or about the License Property and OCTA Property does not constitute a warranty by OCTA of the absence of subsurface installations. 24. General Provisions. 24.1 Notices. All notices and demands which either party is required to or desires to give to the other shall be made in writing by certified mail, return receipt requested, postage prepaid, and addressed to such party at its address set forth in the Basic License Provisions. Either party may change its address for the receipt of notice by giving written notice thereof to the other party in the manner herein provided. Notices shall be effective on the date delivered to custody of U.S. Postal Service. 24.2 Non-Exclusive License. The license granted hereunder is not exclusive and OCTA specifically reserves the right to grant other licenses within the License Property. 24.3 Governing Law. This Agreement shall be governed by the laws of the State of California. 24.4 Severability. If any term, covenant, condition or provision of this Agreement, or the application thereof to any person or circumstance, shall to any extent be held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the terms, covenants, conditions, or provisions of this Agreement, or the application thereof to any person or circumstance, shall remain in full force and effect and shall in no way be affected, impaired or invalidated thereby. 24.5 Interest on Past-Due Obligations. Except as expressly herein provided, any amount due to OCTA which is not paid when due shall bear interest, from the date due, at the maximum rate then allowable by law. Such interest will be due OCTA as it accrues. Payment Page 12 of 17 of such interest shall not excuse or cure any default by Licensee under this Agreement. Interest shall not be payable on late charges incurred by Licensee. 24.6 Survival of Obligations. All obligations of Licensee hereunder not fully performed as of the expiration or earlier termination of the Term of this Agreement shall survive the expiration or earlier termination of this Agreement, including without limitation, all payment obligations with respect to License Fees and all obligations concerning the condition of the License Property and the Facility. 24.7 Waiver of Covenants or Conditions. The waiver by one party of the performance of any covenant or condition under this Agreement shall not invalidate this Agreement nor shall it be considered a waiver by it of any other covenant or condition under this Agreement. 24.8 Amendment. This Agreement may be amended at any time by the written agreement of OCTA and Licensee. All amendments, changes, revisions, and discharges of this Agreement in whole or in part, and from time to time, shall be binding upon the parties, so long as the same shall be in writing and executed by the parties hereto. 24.9 Assignment. This Agreement and the license granted hereunder are personal to the Licensee. Licensee shall not assign or transfer (whether voluntarily or involuntarily) this Agreement in whole or in part, or permit any other person or entity to use the rights or privileges granted hereunder, without the prior written consent of OCTA, which may be withheld in OCTA's sole and absolute discretion, and any attempted act in violation of the foregoing shall be void and without effect and grant OCTA the right to immediately terminate this Agreement. 24.10 Attorney's Fees. In any judicial or arbitration proceeding involving performance under this Agreement, or default or breach thereof, the prevailing party shall be entitled to its reasonable attorney's fees and costs. 24.11 Nondiscrimination. Licensee certifies and agrees that all persons employed and any contractors retained, by either Licensee or Licensee's affiliates, subsidiaries, or holding companies, with respect to the License Property, are and shall be treated equally without regard to or because of race, religion, ancestry, national origin, disability or sex, and in compliance with all federal and state laws prohibiting discrimination in employment, including but not limited to the Civil Rights Act of 1964; the Unruh Civil Rights Act; the Cartwright Act; and the California Fair Employment Practices Act. 24.12 Further Acts. At OCTA's sole discretion but at the sole expense of Licensee and without a Licensee claim for reimbursement, Licensee agrees to perform any further acts and to execute and deliver any documents which may be reasonably necessary to carry out the provisions of this Agreement, including the relocation of the Facility and the license granted hereunder. 24.13 Waiver of Relocation Rights. Licensee hereby waives any right to relocation assistance, moving expenses, goodwill or other payments to which Licensee might otherwise be entitled under the Uniform Relocation Assistance and Real Property Acquisition Policies Act Page 13 of 17 of 1970, as amended, 42 U.S.C. § 4601 et seq., and/or the California Relocation Assistance Law, as amended, Government Code § 7260 et seq., but for this waiver and OCTA's express right of termination. 24.14 Time of Essence. Time is of the essence in the performance of this Agreement. 24.15 No Recording. Licensee shall not record or permit to be recorded in the official records of the county where the License Property is located any memorandum of this Agreement or any other document giving notice of the existence of this Agreement or the license granted hereunder. 24.16 Revocable License. Licensee agrees that notwithstanding the improvements made by Licensee to the License Property or other sums expended by Licensee in furtherance of this Agreement, the license granted hereunder is revocable by OCTA in accordance with the terms of this Agreement. 24.17 Entire Agreement. This Agreement and Exhibits A & B hereto constitute the entire agreement between the Parties with respect to the subject matter hereof and supersede all prior verbal or written agreements and understandings between the Parties with respect to the items set forth herein. 24.18 Captions. The Captions included in this Agreement are for convenience only and in no way define, limit, or otherwise describe the scope or intent of this Agreement or any provisions hereof, or in any way affect the interpretation of this Agreement. 24.19 Additional Provisions. Those additional provisions set forth in Exhibit"B", if any, are hereby incorporated by this reference as if fully set forth herein. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives as of the date first written above. ORANGE COUNTY TRANSPORTATION AUTHORITY By: Stanley G. Phemambucq Director of Transportation Systems Development APPROVED AS TO FORM: By: Kennard R. Smart, Jr. General Counsel Page 14 of 17 LICENSEE CITY OF SAN JUAN CAPISTRANpa11Caps) By: Name: Toe ';a+n Title: Mayor Attest: Margaret R. Monahan, City Clerk Approved as to form: John Shaw, City Attorney Page 15 of 17 EXHIBIT "B" This License is subject to the following additional terms and conditions: 1. Licensee will keep the License Property free of all weeds and trash. 2. Licensee will not encroach into non-licensed OCTA property. 3. Licensee will obtain all City and other governmental permits, if any, required for the use. 4. OCTA is to approve in writing all construction plans, including grading and/or paving. S. Licensee will keep the License Property adequately fenced and will maintain fence in good functional repair. Licensee will restore the property to its pre-existing condition at the termination of the license. 6. Licensee shall maintain License Property drainage so that drainage will not intrude into non- licensed OCTA property and shall be maintained in a condition satisfactory to OCTA and in accordance with applicable city codes. 7. The Licensee and/or Licensee's contractor(s) shall be responsible for the location and protection of any and all surface, sub-surface, and overhead structures. 8. Licensee will keep the License Property adequately fenced and will maintain fence in good functional repair. Licensee will restore the property to its pre-existing condition at the termination of the license. 9. Licensee shall maintain License Property drainage so that drainage will not intrude into non- licensed OCTA property and shall be maintained in a condition satisfactory to OCTA and in accordance with applicable city codes. 10.The Licensee and/or Licensee's contractor(s) shall be responsible for the location and protection of any and all surface, sub-surface, and overhead structures. Page 17 of 17 Juan MEMBERS OF THE CITY COUNCIL 32400P ASE:0 ADELANTO %i SAM ALLEVATO SAN JUAN CAPISTRANO,CA 92675 % DIANE L.BATHGATE (949)493-1171 h/y�'" mmevaaerm VINATT(949)493-1053 FAX [Staulya(p loci JOESOT wART H,aysanjuancapisDAVID trano.Org 1776 VID M. SWEftOLiN NOTIFICATION OF M E • POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on July 20, 2004, in the City Council Chamber in City Hall, to consider: "Consideration of Approval of a License Agreement with the Orange County Transportation Authority for Construction of the Vereda Bikeway Undercrossing (CIP No. 124)' — Item No. D7 If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Board and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at City Hall by 5:00 p.m. on Monday, July 19, 2004 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a blue 'Request to Speak' form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member R. Anthony Foster, Engineering Assistant. You may contact that staff member at (949) 443-6351 with any questions. The Agenda, including agenda reports, is available to you on our web site: www.sanivancaoistrano.org, If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: council-agendas0sanivancapistrano.org. Thank you for your interest, Meg Monahan, CMC City Clerk cc: Bill Mock, OCTA*; Jennifer Bergener, Transportation Analyst*; Ray Holland, Interim Engineering and Building Director; R. Anthony Foster, Engineering Assistant * Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future 32400 PASEO AOELANTO l l mtMPRRAI[p MEMBERS OF THE CITU COUNCIL SAN JUAN RANO,CA 92075 • (961 (949)493-1171-1171 MRWWD 176 SAM ALLEVATO (949)493.1053 FAX DIANE L.SATHGATE N'ivw Sa IljuaIIC'apA.Strano.orf; WYATT HART JOE DAVIDD M.M.SWERDLIN July 21, 2004 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On July 20, 2004 the City Council of San Juan Capistrano met regarding: "Consideration of Approval of a License Agreement with the Orange County Transportation Authority for Construction of the Vereda Bikeway Undercrossing (CIP No. 124)" Item No. D7. The following action was taken at the meeting: License agreement with the Orange County Transportation Authority for the construction of the Vereda Bikeway Undercrossing approved. The following documents are in the process of being executed: License Agreement. If you have any questions regarding this action, please contact R. Anthony Foster, Engineering Assistant at 443-6351 for more detailed information. Thank you, Mitzi'Ort Deputy City Clerk Cc: Bill Mock, OCTA'; Jennifer Bergener, Transportation Analyst*; Ray Holland, Interim Engineering and Building Director; R. Anthony Foster, Engineering Assistant San Juan Capistrano: Preserving the Past to Enhance the Future VEREDA BIKEWAY UNDERPASS ABBREVIATIONS DECREE(S) FOOT or FEET or MINUTE(S) " INCH or INCHES or SECOND(S) Y. PERCENT POUND or NUMBER ^ AP ANGLE PONT APWA AMERICAN PUBLIC WORKS ASSOCATION ASPH ASPHALT BC BEGINNING OF CURVE CC CENTER OF CENTERL14E DRAWING INDEX CMP CORRUGATED METAL PIPE CONC CONCRETE CP CONTROL PONT N DWG.NO. DESCRIPTION SHEET NO. OESC DESCRIPTION DIA DIAMETER G-01 TITLE SHEET 1 DOT DEPARTMENT OF TRANSPORTATION DR DRIVE g C-01 PLAN AND PROFILE 2 DWG DRAWING Y N'MH E EAST or EASTERLY or EASTING ere �1EGP C-02 UTILITY PLAN 3 EC END OF CURVE C-03 ELEVATION - RETAINING WALL LEFT SIDE 4 EL or ELEV ELEVATION C-04 ELEVATION - RETANING WALL RIGHT SIDE 5 EO EOUAL --- / EX or EXIST EXISTING �' EXP JT EXPANSION JOINT C-OS PARKING LOT - PLAN 6 FL FLOWLNE / I NOT TO SCALE U-O7 UTLITY RELOCATION / REARRANGEMENT - SHEET 1 OF 2 7 FT FOOT or FEET INCLU U-02 UTILITY RELOCATION / REARRANGEMENT - SHEET 2 OF 2 B WV INVERT D-01 SECTION AND DETAILS - SHEET I OF 2 9 L LENGTH LA D-02 SECTION A10 DETAILS - SHEET 2 OF 2 10 COLT LEFT LINE 0 MW MINIMUM XS-01 CROSS SECTIONS - STA 0-DO TO STA 1.75 - SHEET 1 OF 3 11 MISC MISCELLANEOUS XS-02 CROSS SECTIONS - STA 2.00 TO STA 3.75 - SHEET 2 OF 3 12 MP MILEPOST N NORTH or NORTHERLY or NORTHING q / XS-03 CROSS SECTIONS - STA 4.00 TO STA 5.75 - SHEET 3 OF 3 13 NO NBor NORTHERN NTS NOTOTTO TO SCALE S-1 'GENERAL ARRANGEMENT 14 OCTA ORANGE COUNTY TRANSPORTATION AUTHORITY "S-2 ABUTMENT DETAILS 15 PI PONT OF NTERSEC11ON ,. r POB PONT OF BEGINNING \ I \ ! S-3 "WWGWALL AND MISCELLANEOUS DETAILS 16 POE POINT OF ENDING iii I PP POWER POLE +S-4 BENT DETAILS 17 PRC PONT OF REVERSE CURVATURE tif SAN""lAN CAPISTRANO • S-5 PRECAST PRESTRESSED GIRDER DETAILS 18 PROP PROPOSED ""l PVC POINT OF VERTICAL CURVE _ S-6 MISCELLANEOUS DETAILS 19 PVI PONT OF VERTICAL INTERSECTION i � S-7 GENERAL NOTES PO PVT POINT OF VERTICAL TANGENT RRADIUS CANING DEL AVIONj' S-8 LOG OF TEST BORINGS 21 R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RET RETAINING RR RAILROAD G '1 RT RIGHT STANDARD PLANS S SOUTH or SOUTHERLY or SLOPE SO STORM DRAIN APWA • 613-1- RENFORCED CONCRETE RET WALL TYPE 4 SHT SS SANITARY SEWER APWA • 617-1- REINFORCED CONCRETE RET WALL DETAILS STA STATION STO STANDARD PROJECT APWA • 2DD-2 - PRECAST CONCRETE SEWER MANHOLE T TANGENT APWA • 300-2 - CURB OPENING CATCH B0.51N TC TOP OF CURVE i/R or TOR TOP RPL LOCATION APWA • 3U-1- LOCAL DEPRESSIONS AT CATCH BASINS TRK TRACK CALTRAWS STD.• BII-47 - CABLE RAILING TYP TYPICAL UNO UNLESS NOTED OTHERWISE CALTRANS STD.• D73,TYPE G-1 VCP VITRIFIED CLAY PIPE W/ WITH $$$ LACOPW • 6203-1- CONCRETE SLOUGH WALL WWMF WELDED WIRE MESH FENCE o," PFRD • 120-0 - CURB AND GUTTER o VICINITY MAP PFRD • 1317 - CONCRETE COLLAR PFRD • 1327 - STEEL STRAP (SHT.6 OF 8) y PFRD • 1310 - JUNCTION STRUCTURE TYPE I S.w PFRD • 1305 - INLET TYPE V dg E2 # PHTTERSON a G r" EXISTING r� _ PROPOSED BIKE PATH _I _ 4 486050.9299 1569160.3671 79.76 _ _ _ _ _ _ _ _ _ _ _ __i W _ _ . . . _ _ . 0 _ FINISHED SURFACE _ _ _ _ . _ .45. .4 W_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .1_ �.�y'' , 5 485330.8176 1569170.1367 74.01 - - - - - T - _ / - - - -\' o= i 'y ' STATIONING ALONG CENTERLM _ _ _ 1 _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ & _ _ _ _ _ _ . _ _ _ .t _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ '^ _ _ _ _ - - . N0. EXIST RAILWAY CENTERLINE OFFSET 70 A.63'/. ` - _ - - - - - ' m _ 70 2 1410.27.85 18.21'RT - - - . . _ }6 - � - _ . .L 100.00- > O� } 1403.89.62 M.22'LT _;_ ; .I_ � W _ _ _ . . . . _ _,_ _ _ a W _ _ _ _ _ ,g.'L _ _ , _ _ _ _ _ _ _ _G18.23% _ _ . .,i - - _ _ .,_ _ _ _ L 103.00' a G2 0.45% a w 4 1397.00.95 3.18'lT . . . y n. _ -L'IOOUP , _ _ _ g J.c�. _ _ _ _ GI-8.23'/. o ^ 'G10.637, o n' G2 8.23'/. 5 1389•B2.24 42.28'FIT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I,& W_ _ _ _ _ _d2 'B.23%' _ _ . _ _N _ . . _,_ _ _,_ _ _ _ . . _ _ _ _ _ _ _ _ - _ _ _ _ �_ - _ ,. _ _ _ _ _ _ _ _ _ _ _ _ _ _ - . _ _ _ _ _ _ _ } _ _ _ _ _ _ INV EL 65.42 j n '� NO. REMARKS / DESCRIPTION 60 a f 60 SJC-5 FD SPK 6 W L54182 AND STY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W. _ . . _ _ _ _ _ _ _ . . _ _ _ _ - - _ _ _ _ _ _ _ _ . _ _PROP JNV EL 62A30 _ _ _ _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ 1 CENTERLINE INT.OF GAMINS _ _ _ _ _ ' _ _ _ _ _ _ _ _' _ _ _ _ - _ - - _ - - -G _ _ _ _ _ _ _ _ - - - - r - - -I SD CENTER INE DEL OBISPO ST (E-LY) 14 P - - - - - - - - - - - - - - - - - - - bUND-WATEK EL •T 6. _ 1 - , 2 SET SCRIBED "+"ON WILY SIDEWALK OF _ _ _ _,_ _ _ _ _ _, _ _ _ _ _ _ _, _ _ _ _,_ _ _ _ , _ _ . _ _ _ _ ___ _ _ . _ _ _ , _ _ _ _, _ _ _ _ ,_ . _ j _ _ _ DEL OBISPO ST r 3 SET 2 X 2 HUB 50 ` 50 5 SET z X 2 HUB 0'00 1`00 2'00 3'00 n W 4'00 5`00 6.00 6.50 BIKEWAY ELEVATION PROPOSED BIKEWAY GEOMETRY DATA CLOVE DESC BEARING DISTANCE STATION NORTHING EASTING Dc RADIUS DELTA L 7 N0. STA 3.20.27 ¢BIKEWAY EL 60.58 //v POT •00.0 484854.71 1568922.63 STA 1387.32.83 METROLINK T/ EL 76.60 ev N4T 38'16" 84.03 PC 0.84.07 484911.33M156872.57 4.71 �MP 197.91 � ! 4�J/( i . .� O PI 485133.002.57 1 • 4 4 N 569145.24 '�•��/ PT 1.48.87 484959.847.55 ''E 1569145.20N •15'16' 47.01 1.95.88 484998.22 .68PI 484825.069.66 19'05'55" 7" 1. 8 7 STA 3.01.98Q BIKEWAY EL 61.27 • /PT 3.57.43 485099.368.16 . EXISTING OCTA R/W N66'06'} 1 113,58 STA 1387.22.36 METROLINK / i 4.71.01 485145.362.01 - fSlPROP 2ND TRACK.EL 77.27 / 30' 20' 10' 0 30' 60' 485582]78.29 11'58'41" 4 1 4" 1 4 �� , , , EXISTING RAILROAD PT 505.17 485197.541.92 'O: - TRACK (METROLINK/ NSJ'JT59" 35.84 P07 6.11.01 485218.79 15694 0.78 CITY / "� AMTRAK) HORIP GRAPHIC SCALE= 1" • 30' �; / 9 �S• , MAINTENANCE'S /• ✓ 'Ov END FENCE ISTA:11.00) / °4s; �Q PROPOSED RELOCATION YARD - S' 0 5' 10' '� 'SD JUNCTION BOX > VON$ EXIST 18 55- \ // ,/;' /j PARKING d m // RELOCATE � , PROPOSED THREE- _ LOT VERT: GRAPHIC SCALE: I" • 5' SEWER LINE !!! i ' SPAN BRIDGE :LIMITS OF ROCK DESCANSO PROTECTION $ / a j l m v VEPEMRANS W o 4/ y�\ // PROPOSED RET WALL EXISTING R/W u Ary SYCAMORE TREE d o 0 1 �' / �4' _ PROPOSED R/W ?�J _, � ¢PROPOSED BIKEWAY , 3 o. PROPOSED BIKEWAY N / '3 '-- KLOLI m UWILLOW TREE -'_ Z 3 e S LEGEND6_ _-- - DO -WALL - - E \J N66.O _ _ 6 37 F c_ o EX6l BIKEWAY AIN _G ' EXIST BNKEWAY 70 BE REMOVED PROP 24 PROP 1NLELN SO RELOCATION PROPOSED BIKEWAY XISIING Z W ® 4R'JPCSPJ b%8 %m wiLIT54He Ex}C'+Y� W/JC'•1 BVAE 4ASM - ?- _ EXISTING RAILROAD BRIDGE N%45875 BRIDEIMF E 97.901 PROP BEREMOVE ) PUMP)P PATH V? PROP REI ALL N- _ _ �m _ 10 REAIN (TO A 015.58 -� THE ENGINEER WILL PREPARE LAYOUT OF THE EXISTING OCTA R/W E 1569742.74 PROPOSED EXTENSION DURING CONSTRUCTION PHASE 6, y/p�/ 4� SAN JUAN CREEK FOR THE CONTRACTOR. - ��' �� PLAN EXISTING OCTA R/W - - - PROPOSED BIKEWAY SAN Jl1PF1 CREEK _ EXIST 18"SS % 3 PIPES 1-4"0 4 2-5--0 �� �/ �n •' E13 WWMF SECTION 1-1 (STA 1388.38) EXISTING actA R/W PROPOSED MCI RELOCATION (BY OTHERS) NOT TO SCALE WELDED WINE MESH FENCE (WWMF),AS PER SCRRA METROLINK) "CUT"PP MISC VAULT STD PLN! ES2911.02 i (6'-4"HIGH( MCIPOINT A END CABLE RAILING AND (TO BE REARRANGE X/ / MCI MARKER BEGIN WWMF ON RETAINING BY OTHERS) ' a SD JUNCTION STRUCTURE �l '-P S. Pyr MCI VAULT „ EXISTNG RAILROAD ?<� (PROTECT N PLACE(CE) ¢ POINT 8; ENP WWMF AND BEGIN i' CITY � �/ 1 Y ' TRACK (METROLINK/ �/� �' � AMTRAK) CAAP,RALING ON RETAINING MAINTENANCE `-/ / ,�- '�s: '%% ._.._ WAIL. - ` - YARD GATE �,� END FENCE (STA 138A-113) li �� WAC(/URAN i ` / y.>t PROPOSED THREE-SPAN BRIDGE ` \_ INSTAL BO'OF 18" ES 3 1 _ 18" SS--� INCL 2 MANHOLES Nj ✓ % - 18"WATER (CVWD)N - �\ RCOVE 100' D-01 I�%� ,/ / i OF NH SS / , '�D. 48"CASING UNDER OCTA R/W WCL MANHOLE � / � 1��,' � IPRO7ECT N PLACE( �> . . 10"PVC U-02 INSTAL 35'OF 14"SD INCL 7 CURB - DESCANSO �INSTALL'ST-QF CHAIN LINK ��REA2RANGE 24' SD f i� CURB OPENING INLET AND CONC COLLAR UO2 VETERANS B PER.PFRD •6Do-o `. 000111 /-18"WATER (CVWD) AND NCE IS SET PARALLEL a ` �% PONTA x POINT B / (PROTECT N PLACE) FEN i �// THE FE �• PARK K FEET AWAY"FROM _ / / 8"WATER (CVWD) OF RETAINING WAIL / , / _ (PROTECT IN PLACE) BEGIN CABLE ... RAILING STA 1.15.00 _"- PROPOSED R/W PROP-J3IKEWAY , .._ `. JE IT 'BE OVEMf i - - _ RELOCATE LIGHT _ SUNP PUMP C _ _ _.. - — — _ END- EE RAILING ON GROUND LSTA 491.00.. •��_- ._ _ .. REMOVE 73' . r , END�IYWM N1( y� _ --- OF CHAIN LFENCE --- — TA 1386-50) % _- -_ STAL 60 OF_.14' SD q_q- .,`A`�---,;I_, �- ' _ _ -- EXIST ASPHALT BIKEWAY - -' (NCC JUNCl10N STRUCTURE S� aB DONPD -.-.. - _, _ - INTO B REMOVED) _ U 01 .__p -. - LTD B -RENO / i ° 70 SUMP- _ ...- .— �, "- - v, REMOVE - — — .PUMP REMOVE ID OF 24E SO INCL iftAStl RACK _ / _ REMOVE 56--Of.14_ SD _ J'% %iii/ _�_ _ _ _ _ q .. - INCL JUNCTION STRUCTURE _ _... _ '�'i / / �. /� , - ND AUTLET __ ..... .... _ _ .. . -__ meg:, U01 . ... __. _ r /i u / END WWMF (STA 1387.73) 24" DIA SD 10" CMP (TO REMAIN) ^m 10" STEEL PIPE - a 24"DIA OUTLET C C ' �, UO2 24" DIA OUTLET (TO REMAIN) 19 2 (TO REMAIN) ,jr/,/ / / .r' , x EXISTING FENCE (70REMAIN) z o a SAN JUAN CREEK `FV 0" CMP (TO REMAIN) DISCLAIMER EXISTING RAILROAD BRIDGE (� UTILITIES SHOWN ARE BASED UPON AVAILABLE INFORMATION.EVERY oy EFFORT HAS BEEN MADE TO ENSURE CORRECTNESS OF THE PLM'. a 4 CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. E W ® CALL BEFORE YOU DIG o' o zo 40' 1-8004224133 72 HOURS NOTICE REQUIRED GRAPHIC SCALE: 1" - 20' �o > 3� m n m r-m' •o C+g37 g d' S! 4•J5.00 `-- 1 m < n `' ti A o•35.z RfT W 1 7.25'22" 293.00' 37.96' 19.01' CONSTRUCT SLOUGH WALL (MODIFIED) >s �c < � ' ,c,.'�' _�, 8 �6M'CWq 1K( (p( PER LACDPW STD PLAN •6203-0 ; W RETAIN WILL h t n EAO RE! 2'�(! (LOL) y �^ :" B[G ^VNpyG Pp 1 1. 1, `y -� < S(�7CN WAJ STA S!A 9.50.5p 2 18'53'55" 30700' 0 26' K( 4.4715 A'E'I 1 WILL 101 • i oa>N _ - _ _ N E S(O(/Glq �Q'YEWAY,Z WK( (0( . 5T A 1.10 00 RE s _ - 4D8RC 8K[WAY.7.00W�E 'I �+ e _ 66.06J3^E WKL '�'lT E _ STA 1.10.00 gEGN SIOIMAI iin N}t.-t i 3'00 2.00 FOOTING LINE (TYP) CONSTRUCT LAST-IN-PLACE 4.00 BENT COLLAR,SEE DWG NO.S-4 VOL _ - 0D aE1 &* Too L' PLAN - RETAINING WALL (LEFT) - --I- x•00 Sl lkSTp S 48 t50 PLS SCALE: 1"•20' 5.00 �7ENO SIj&l0*OUCIA\4 W PER SAPWATSTDPE 4 PLAN RET 613-1�L 6.00 BEG* (MODIFIED) 0-00 ¢la BIKEWAY 20' 0 20' 40' z nn Nr p GRAPHIC SCAB 1" 20' A 6 0 pub N p Wzo jp J p n „� J O P NOTE: 8 a 80 om i; p - '^ ^ i°:`n^ D '•? < w'J^ w p EXIST GROUND THE RETAINING WALLS AND SLOUGH WALL co m _ W ARE MODIFIED TO ACCOMMODATE ARCHITECTURAL w$ a W o a �+ a .tea TREATMENT.SEE DRAWING NO.D-02 FOR DETAILS. CABLE RAILING PER 5'•0' Ic mg N n > m _ CALTRANS STD PLAN •871-47 DRMN L` ,:• ry e w ,o a m i - ' EXP JT W/ FINISHED SURFACE _ _ _ _ ' ATERSTO PERa i\'i i IN FRONT OF WILL 70 EL 70.04 wA617--1 TYPI STD LAN ? - VERTICAL CURVE TABLE 5 m ENO CABLE RAYL04G TOP OF FOOTING EL 68.34 i u �� - STA 4.91.00 NO. L* G1 G2 CONSTRUCT EN 617G STEP 87 PER PPWA STD PLN 617-1(TYP) EL 66.37 0 / EL 65.87 EL 64.36 - l SEE DETAIL 8 O 80.00' 5:871. -1.72/ EL 63.64 tYP AT wAle STA 2.1 .62 EL 60.95 EL 62.11 O 20.00' -1.72/ -34.91/ 60 24" 50 INV EL 655.56 EL 60.27 T MIN A EXP JT PER STA 441.15 EXP JT (TYP) APWASTD AN PL24 " SO INV EL 62.67 6 ( © (5.00' -34.91/ d.86X 20'-0" 20'-0" 25'-0" 25'-0" 25'-O" TOP OF FOOTING (TYP) H•3' H•4' H•6' H•8' 5'-0' STA 3.24.84 O 25.00' 2.382 7.31% B" SD INV EL 58.22 25'-0" 25'-0" 35'-0" 151-6" O 40.00' 7.311. 0.45/ 25'-0" 25'-0" 25'-0" 50'-0" H•6' H•6' H•8' H•3' - _ SO H•W' Hd2' H•12' H•4' * LENGTH OF CURVE IS SYMMETRICAL ABOUT THE PVI J m e 0.00 1.00 2.00 3'00 4.00 5.00 6.00 W 30' 20' 10' 0 30' 60' HORIZ:GRAPHIC SCALE: 1" • 30' s ELEVATION - RETAINING WALL (LEFT) 5' D 5' 10' _ SCALE: HORIZ 1"•20' VERT: GRAPHIC SCALE- 1" • 5' VERT 1"•5' ' CONSTRUCT SLOUGH WALL IMODIFIED1 PER LACDPW STD PLAN •6203-0 g PROP 8N(EWAY 5'00 0'00 / 0�• ¢ gy FDOTING LINE IT P) W 64'21'44'E _ 6-00 �' ( 3Yi I •y.00 pp gW,EW A.1,y�G.4p00- f p 5(P OO (H^" m ^•� m w ¢'1F �_ CONSTRUCT TYPE 4 RET WALL $ POOP 1'pp GW4 0.0 & < o'-m o'.y� PER APWA STD PLAN '613-1 7 O(A 9fac8 AY w�3Y (MODIFIED) a a 2 n v w 3 $ in wm 'rti' PT/PO[ STA 543.00 RET WALL LOL HORIZONTAL CURVE TABLE 4 g d STA 5.45.51 ¢BKEWAY 7.00-LT END SLOUGH WALL N0. p R L T _ STA 5.20.00 RET WALL LGL . PLAN - RETAINING WALL (RIGHT) STA 5.22.65 ¢BIKEWAY,7,pp 0-1 a1` END RETAINING W O 15'56'31" 293.00' 61.53' 41.03' SCALE: 0'•20' �+ BEGN SLOUGH WALL O8'27'11" 485.34' 71.60' 35.87' E m_ was C ry $ p o, g- F oJ' s� c ; 20' 0 20' 40' . a n N m m o < o GRAPHIC SCALE' 1" 20' � n NNm m r � dJ > J�•D dW 3� O �G Y n- 'n n20J� o ; c •n vi n m o a 3 0 > J p'1 c�i mTY- mo '8i u'J' B � •° m � "' w°a n n w cA°d � j � P � nrc � r � `•' aW a n n � n "' ,EXIST GROUND m ^ m� J . > n w a 4 n n > > VERTICAL CURVE TABLE w J EL 71.94 N0. L* Gl G2 70 > m a m m' EL 7094 FINISHED SURFACE O,w 'n w a --{ EXPIN TITYP) EL 68.96 IN FRONT OF WALL \'� I O 30.00' 0.777. -5.317. CABLE RAILING PER \ EL 66.89 CALTRANS STD PLM! 811-47 � TOP OF FOOTING ITYP) EL 64.52 EL 64.89 © 25.00' -5.31/ -6.777 CONSTRUCT FOOTING STEP � EL 63.80 PER APWA STD PLN 617-1(TYR) EL 0.14 �+. EL 61.83 f0- 61.46 EL 62.01 © 10.00' -6.771 -3.68% 60 STA 2.08.49 EL 60.57 20'-0" 25•.0• 23'-0" 24" SD INV EL 65.37 59.10 EL 59.04 El 59.13 H•6' TOP OF FOOTING liYPl H•4' H•3' g STA 3.99.48 O 20.00' -3.68% 14.61% €di EXP JT PER APWA STD 24"SO NY 11. 62.43 PLAN 617-1 ITYP) INLET NV EL 58.00 OUTLET ITO SUMP PUMP)INV EL 5900 O 20.00' 14.612 10.57% INLET INV EL 58.00 10"SD INV EL 57.50 O 120.00' 10.57'/. -0.097. 50 25'-0" 25'-0" 25'-0" 30'-0" 25'-0" 20'-D" 20"0" 15'-O') 25-0" 25'-0" 20'-0" 20'-0" @ H•4' H•6' H•6' H•8' H-A' H•6' H•10' H•10'I H•10' H•10' H•10' H•8' * LENGTH OF CURVE IS SYMMETRICAL ABOUT THE PVI Wa w tea' e e �3 0.00 1'00 2.00 3.00 4.00 5.00 6.00 6,50 W 30' 20. 10' 0 30' 60' - HORIZ- GRAPHIC SCALE: V 30' ,s ELEVATION - RETAINING WALL (RIGHT) 5' 0 5' 10' " SCALE HORIZ 1"•20' VERT: GRAPHIC SCALE: 1" 5' E'" VERT I'•5' X, i IST A"CURB & GUTTER N 2125604.06 OROPOSED/� �� 15 16130559.79 .'THREE-SPAN 1� BRIDGE / (69.13)7C,(68.63)FL / M NOTE: - ILL DIMENSION IN FEET (FT) 6Bb4aTC UNLESS OTHERWISE NOTED. 68.14 F �' SAWCUT LME OF CATCH BASIN 11 �'S74.130 n� N 2125582.01 w i 0'.'0, i E 6130602-66 9'W v ,n oN N ,' 15 L•233..36' 11 •40 ` � JOIN EXIST / e - 17 18 .... _ ,� GUTTER nn _-. rnm N 212565.90 •80�� `' - m � "'� E 6130663.43 / \ i 1.24,31' (70.16)TO,(69.66)FL 4100 66- '3 •, 2 .- ^E..� g PROPOSED R/W 5 / - •4o Is CONSTRUCTION NOTES SUMP PUMP __._ —____ _ — ___ __-_ _ _— _ _._...____...__ ____ PROTECT IN PLACE, 80 11 CONSTRUCT 7' CURB OPENING CATCH BASIN PER APWA STD. 1-,.-.-_ 5.00 N0.300-2,V• 5.3',H•Y• AND LOCAL DEPRESSION,CASE B AND H•4",PER APWA ST0 N0.313-1. 40 CONSTRUCT A2-6 CURB AND GUTTER PER PFRD STD NO.120-0. o 17 REMOVE EXISTING ASPHALT TO LIMITS SHOWN ANO REPLACE a S i^2 WITH 6"FULL DEPTH AC PAVEMENT AND RE GRADE TO JOIN NEW CURB AND GUTTER. EXIST PSPHAL7 DKEWAY --- =- - -- - - - -----.... .. ... 18 REPLACE PARKING LOT STRPING AS REQUIRED (10 BE REMOVED) 10' 0 10 20' GRAPHIC SCALE: P• • 10• EXIST GROUND — 3 \ . . _ _ _ . _ _ _ SED RETAINING:WILL — _ _ . — (f{1]y _ DRAIN REO CATIO A STORM i _ . . . _ - _ _ _ _ 70 — fX75i 24"DIA pR-NN S�.019 LI ..._5 _ . .. ... . .. ..' —_._. 70 -.... . ._ _ _—_... — 70 _47_.019 - xe" ,��_ Y _ _ _ _ _ _ . _ VEXIS 265 SDDRNN l0 ATI NJINV __ 2 _4DUYLEi 25 .03 - :_ _ . _ _ _ Ex6T IB2m -g - -� ' EX6T"18 'SS� . . . _ _ _ S�O.O035 . _ _ _ . - _ --- PROPOSEb 18 60 - _ -.— '--. ...ss a{L-0cAtwN — -- 60 — --�. ....a- -ry — ^'— -- 60 INV EL 62 54 ;P me, E%1ST 24 DIA RCP _ _ . . _ _ _ _ _ _ _ _ _ _ _ - _ - . . . _ . . - _ _ --- _ - _ _ . . . _ _ _ _ _ _ . - - - - b "L=43.52' - - - - - - - t'SY.96'- ' - E _ PR P SED 1 SANITARY _ _ . . . . .,_ _ _ _ . ., . _ _ . . _ _ _ . .,. _ _ . . -29"'DIA RCf_ . . . .. . . . . _ . . . . _ _ - _ _ _ _ ___ _ _ _ _ _ _ _ _ ,_ R_ L. A - - _ _ _ _ _ - - _ - SEwE RE OC TION - -24"DIA CMP- `CONTRACTOR L=77.00' :TO VERIFY 18" DIA VCP , 50 50 50 SECTION A-A SECTION B-B PROPOSED 24" STORM DRAIN REARRANGEMENT PROPOSED 18" SANITARY SEWER REARRANGEMENT CITY CONSTRUCTION NOTES MAINTENANCE pj/� �YARDEXIST 18 SS �1 CONSTRUCT 24"DIA.RCP D=2000 .00 INSTALL 24"D0.CMP (10 GAUGE MIN) Lw� ,� N 48502266 E 1569060.69 EXIST IB" SS RELOCA1j'18"SS Q2 PROTECT N PLACE. -5 N 4850 9.8d f �PROPO-SEO RELOCATION �V E 69094.12 (�3 CONSTRUCT JUNCTION STRUCTURE TYPE I PER PFRO STD \Vb JUNCTION BOX t C PLAN NO.1310.W3.}5',L4%1�" WITH INLET DESCANSO 14 \ \SEE NOTE } 6 Q /' TYPE V PER PFRD STD PLAN •1305. VETERAN$ N 485 _O _ , ,� NOTE TO CONTRACTOR 3-1 CONSTRUCT V1"X Z'STEEL STRAP WITH 7A"BOLT PARK E 7569011. 4 12 // _ ' A AS PER PFRD STD PIAN •1327,SHT 6 OF 8,"GRATE ASSEMBLY DETAIL". .,,� F''/ /� CXISIING IRRIGATION MAINLINE AND CONTROLLER FOR z O CONSTRUCT CONCRETE COLLARPARK WILL BE USED FOR FUTURE LANDSCAPE PROPOSED BIKEWAY AS PER PFRD STD PLAN •1317. 1 r / PARK ILL NTS.CONTRACTOR IS TO RUN FOUR (4) iL ¢ '��� r, DIRECT BURIED IRRIGA71ON CONTROL WIRES TO EACH OF a O CONSTRUCT 18"VCP SANITARY SEWER. UNDERPASS / � 1P ' / �r THE FOUR POINTS U0,©+:J © CONSTRUCT SEWER MANHOLE PER APWA STD PLAIN •200-2. ? / ON THE PIAN FOR FUTURE IRRIGATION � 'f �`/ �' �� L4 CONTROL VALVES TO EXISTING IRRIGATION CONTROLLER O �9 LINK SEAL IN RETAMING WALL PENETRATION SIZE AS 7"'" ' 9 /� /Z � _ IN PARK,(16)TOTAL. 2 � ftEOUPtED. � � � 4 ( 14 i 12 INSTALL (1)- 4"PVC SLEEVE AS WELL AS 10-2"PVC 0 . - e TA 212.71 SLEEVE UNDER ALL RE LAN APE,WALKWAYS,RIGTION. ..TO ._. i N 484965.90 9 y ' PP��yOSEO � ROP ACCOMMODATE FUTWRE LANSCPPE IRRIGATION. R�ROP C WALL �P�OS O jiFt E- E 156908252 - g S o 1} CONNECT PVC MAINLINE 70 E%1511NG MAINLINE IN PARK. - - -- -- r� "_" SE{ 5 i U-02,SECTION D-0 INSTALL PVC IRRIGAIIION LINE PER DIRECTION OF ENGINEER. '^ .. _ ' - '-' / -�/ - FOR PIPE GNMENT _,�.,_PL, .SEE�NEfT u-D2sfcTIDN c-c FOR NONE ALIGNMENT' 20' 0 2040' CALL BEFORE YOU DIG ��" - ✓ HORIZ: GRAPHIC SCALE: 1"= 20' 1-800-4224133 72 HOURS N07ICE REQUIRED PLAN EXISTING RAILROAD BRIDGE 5' 0 5' 10' VERT: GRAPHIC 5CALE: 1,= 5' EXIST GROUND _ ` . . - _ . . . . . AAAA - AAAA . - . - - - - - - - - - - - - - - \.- � . . - . . . . - . . . ¢ PROP BIKEWAY . �,./ .;. �_ 1. _ EXIST GROUND - 70 70 2,,0 70 70 -- \ — 1 STA.L21.20_ _ . . . _ _ . . _ _ . . . . . . . . _ ' - - - - - - PROPOSED RETANING WALL i - - -\- - ' - - - - '- ' - - ' PROP BIKEWAY A - " ' - - _ - - - -SUMP ��. �_ - . - _ _ .. _ u_ _ _ _ _ _ _ AAAA _ _ ._ .� _ _._ _ _ . . AAAA . _ _ _ _ _ _ _ r _ ._C•YL9t• _' \ - AAAA _ . . _ _ 6 - . . .� _ . 7 O 1509 pFO Py 10' STEEL PIPE 16 NEE NIH FOUNDRY ONPPNY- - - - 60 60 - - - - - - D.D O - - DUA - - - - - - - - - i 1 60 OS•0.012 S•O.O12 5 R- SERI S ---- 60 - - - - - - - - - - - - - - _ _ 9u. - - G - - - - - - - - ' - - - - - - - - - - - - - - - - - - 60 2"0 GATES TYPE FF _ _ _ s� Sfi�.912 - - - 1�4 - �� S•0.012. - - _� _ _ _ . . . . . . _ _ _ _ _ _ _ _ _ . . _ b'a . . yTa 9I10�-�- - _ - . _ _ _ . . . . . _ 8"DIA BORE AND JACK 65 DIA - - - - - 1 PIPE 50 50 50 1 10" DIA PVC 50 SECTION C-C SECTION D-D PROPOSED 10" SCHEDULE 40 CARBON STEEL PIPE PROPOSED PVC STORM DRAIN WITH SUMP PUMP *POSED THREE,/' ;.�• r � y?�off, � r /, CONSTRUCTION NOTES: - STA 4.14 47 _ _ - - _ . _ ' SPAN BRIDGE , / !-Q'� . r 7�,��// '� -PROP-pl.,EWAI . . _ _ _ _ 1' f vt' f(�►f� 01 CONSTRUCTS 24"DIA.RCP D•2000 PROPOSED - - - # / .i N 485130./1 1 PhOTECT W PLACE. - _ - PROPO D RETAINING WALL N 485093.iB �O SEE GOS FOR PARKING LOT OETRL 4 CONSTRUCT JUNCTION AS PER PFRO 57D PLAN •1305. 70 J O RE WALL / / O TYPE D1. - - - - 68 OS iC- - - - - - - - Ei1569u1' 6 ,. ST 3.21 SUMP PUMP © CONSTRUCT 9RAINAGE WIET PER CPLTRRIS STD • D73, - - - - - - - - _ II - _ - - �� 0 • E 1569224.6101 PROPOSED 4 $DRELOCATION- - - - 70 N 49507010 1.. PROPOSED 4 - - - - - - E 156914676 S6 f �-' RETAINING WALL O7 CONSTRUCT WALL DRAIN WITH PIPE DONE PER APINA STD Ih.. - U `VVJ - _ - _ _ _ PLAN •617-1.PR . . _.la r ¢ UNDERPASS REQUIRED ti a S h ? \ ,� OPOSED BIKEWAY O9 LINK SEAL IN RETAINING WDLL PENETRATION SIZE AS � I _ �; a FRAME e --- 60 gm . _ - WALLS.SEE DETAIL 6 L FOOTING T D-02.OU PUMP MDSE - - _ - _ RETAINING S EE - . 634 J6 N 46507607 ' -14 4SSD90Z6 - -- --�— II CONSTRUCT T CURB OPENING CATCH BASIN PER PPWA STD. b E 79u 7� s o,. �E 1569177,9g 1 4 9 N0. ,PER APWA SID NO..31S 313-1. 24" DEPRESSION,�SION,CASE B AND 14" DIAt-3416 RCP EXIST 24"DIA RCP _ - - - - - \� N" SAWLUT ALLESID SE REBAR C�REBAR A7 50 50 e 16 CONCRETE LININ 12"O.C.AND LAP REBAR 30d. E 1569213:09- _ SECTION E E A. PROPOSED 24" RCP STORM DRAIN e W / N 485053.02 zo' o zo' ao' ' N 4B5020.22 E 1569199.91 E 1569183.05 CALL BEFORE YOU MGHORIZ: GRAPHIC SCALE: 1" • 20' 1-8004224133 5' D 5 10' 0s PLAN 72 HOURS NOTICE REQUIRED VERT: GRAPHIC SCALE: l" • 5' dW —� EXIST GROUND BIKEWAY Z •4[] 7'-0"MIN 7'-0" MIN 2"SCHEWLE 40 CARBON 2" CLASS 750,MALLEABLE I STEEL PPE FOR PUMP DISCHARGE. IRON UNION (GROUND JONT) PIPE SHALL BE EPDXY COATED. TYPICAL (2) S 2"CHECK VALVE (BRONZE,200 PSI WOG) SLOPE 6" VARIES TYPICAL (2) 3" ASPHALT 2" 45• ELBOW RETAINING WALL TYPE 4 MALLEABLE IRON P_X� PER AP.W.A STD PLAN •613-1 I TYPICAL (2) (MODIFIED)BALL VIAE GUTTER PER APWA TYPICAL ( - B .z.. GUTTER DETAIL STD PLAN •617-1 ° °A°'''""„"..".,.<o.:u ... m.• (BRONZE,400 PSI WOG) SHEET 3 OF 5 8"AGGREGATE BASE 1 •1[] m' TYPICAL (2) PUMP DISCHARGE (SCH CARBON STEEL PIPE) WRAP WITH COLD-APPLIED COAL-TM-TME CONFORMING TO AWW MINIMUM SUBGRADE THICKNESS OF TAPE SHALL BE 35 MILS. APPLY TME WITH MANUFACTURER'S PRIME COAT. OREouei (WHERE SHALL BE rMEconr CT,PROTEcro-WRAP zoo, / \ TYPICAL WALL REQUIRED) 2" 45• Y-BRANCN SCALE: NONE MALLEABLE IRON 402© TYPICAL (2) ALHAMBRA A-COST IRON TR OR EOULAD GALVANIZED CAST IRON TRAFFIC COVER, 24"X36",WITH FRAME 6 LOCK SCREWS STEEL PL6' TO PREVENT VANDALISM EWALL DOME PER MWA TH WI ANPERIMETER OF THE ROCK SLOPE PROTECTION POWER 6 CONTROL CONDUITS 2 O M 617-1 6" CONCRETE FRAME MOUND THE TO CONTROL PANEL ELEV 67.00 CONNECT 2"PUMP DISCHARGE PPE STD.PL TO NEW 10"UA OUTLET PIPE MIN OFENEOTNCRETE RAT5, GALVANIZED CHAIN D'A ROCK MASS COBBLE FOR PUMP LIFTINGF (METHOD A PLACEMENT) TYPICAL (2) v)II BRIDGE COLLAR WALL 8"PVC PIPE (SCHEDULE 80) I CLASS 3 CONCRETE o• ROCK SLOPE PROTECTION WALL SLEEVE, ,"CLEARANCE ENGINEERING FABRIC TYPE B AS PER ALL AROUND, GAS D,FILLED MA .ERIWITH ". 8" PVC SWEEP ELBOW (SCHEDULE 80) CALTRANS SECTION BB 1o"PVC (TYP.ALL PIPES 6 CONDUITS) '( COMPACT SLOPE TO 90% PROCTOR DRAIN INLET PPE it PUMP ON C� CONCRETED-ROCK SLOPE PROTECTION MERCURY FILLED FLOAT � (SrAND BY) 3 WALL DRAIN AS PER CONCRETED-ROCK CALTRNS SECTION ECT( SWITCH (D FLOAT P ON SCALE: NONE A CONSTRUCT MANHOLE a �ERNATE PUMPS) ° SCALE: NONE STEPS (TYP)PER J - ORANGE COUNTY EMA YN STD.PLM NO.1507 'p 3.p^ PULMP(SI OFF 2'-0" 5'-0" 5'-0" 2'-0" INLET TYPE V 2 •40 JUNCTION STRUCTURE PER PFRD. TYPE I PER PFRD STD PLM •1305 SUMP PUMP BIKEWAY S70 PLM •1310, It SCALE: NONE I H•4.06',L•4,T•8" ELEV 71.85 3"MPHALT - ' NAT GROUND ELEV 70.35 n SUMP PUMP SCHEDULE c WATER IOTA MOTOR REMARKS " °Ar -- ••• ¢� g SYMBOL FLOW DYNAMIC UNIT TYPE NOMINAL � 'T�"�" �` T` •• 222IAV VOLTAGE PHASE HERTZ L i 67.00 N GPM HEA),FEET HP B"AGGREGATE BASE 'o o SUBGBA`h 120 (} SUBMERSIBLE Ilfz 2,A } 5D EBARA - MODEL DCU 51.1-THREE 65.58 OUT DUPLEX SYSTEM � PHASE WITH DUPLEX CONTROL PANEL TYPICAL SECTIO a STA-6+00 TO STA 0+75 5 STA 5+20 TO STA 5+80 PROPOSED STORM DRAIN SCALE: NONE JUNCTION BOX SECTION SCALE: NONE 0 4 1 SEE DETAL 1 TOP OF WALL PROFILE TOP OF WALL PROFILE SEE DETAIL 5 � � ACTUAL TOP OF WALL SEE DETAIL 5 4"CLR FINISH GRADE FWISH GRADE 6' B" T ' 2"MIN �N�il✓I� "� T 2"MIN T �ysc T ;- 3T-0"MIN MIN PATTERN REPEAT LENGTH ARCHITECTURAL TREATMENT,DRY STACK TEXTURE.5" 10"MAX N HEIGHT, 30" MAX IN LENGTH v APWA RET WALL TYPE 4 (MODIFIED) LACDPW SLOUGH WALL(MODIFIED) ARCHITECTURAL TREATMENT DETAIL 4 DETAIL SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE (SUGGESTED FORM UNER LAYOUT) I PUMP CONTROL PANEL ,I + PUMP CONTROL PANEL SEE NOTE 9 ON R• D-2 ARCHITECTURAL TREATMENT DWG U-01M U-02 2 'S # EACH FACE RET WALL 1" MAX D UNCHESI EXTRA OAR AREA IN E TR W 6"MAX - O OPENING POSITION AS REGULAR FRSE EL 61.00 I i1 ^ REINFORCING CUT BY TOP OF RET WALL DIA ELECTRICAL CONDUIT 12 � c OPENING 8' CONNECTED i0 PUMP HOUSE — b EL 58.13 1.6" MIN ITYPI 1" CONCRETE 0 ' 2" El 55.00 II�11/2" DIA ELECTRICAL CONDUT LEVELING PAD v REl WALL LOL FORMED MORTAR JOINT PROVIDE T'ELASTIC SEAL y CONNECTED TO PUMP HOUSE AROUND PERIMETER OF 1L'� 22 PUMP HOUSE sia 3•50 WALL OPENING REINFORCEMENT 9 o 5 DETAIL 6 PUMP HOUSE STA 3+50 7Q PUMP CONTROL PANEL WALL OPENING DETAIL SCALE: NONE [)-py SCALE: NONE C'04 SCALE: NONE SCALE: NOW $W NOTE) EXTRA VERTICAL BAR IN NUMBER AND SIZE CUT BY OPENING SHALL BE SYMMETRICALLY DISTRIBUTED AT CENTERLINE OPENING. 65 1 E� 80 80 so 75 75 75 75 STA 0-75.00 70 70 BEGIN BIKE PATH 70 70 65 65 65 27 5 -- 60 60 60 7 o" 60 55 LI IL —41 - 55 55 LDL i 55 -50 -40 -30 -20 -10 0+075 1 10 20 30 40 50 -50 -40 -30 -20 .10 0 10 20 30 40 50 +75 85 85 85 so 80 80 so 75 ------- 75 75 75 STA 1-30.00 70 70 70 70 END SLOUGH WALL LEFT BEGIN RETAINING WALL LEFT 65 65 65 65 60 L 60 0 — 60 IL 55 55 55 — 55 -50 -40 -30 -20 -10 0+0 50 10 20 30 40 so -50 -40 -30 -20 -10 1+50 10 20 30 40 50 85 85 p 85 85 8 80 80 so 75 75 75 75 STA 1-10.00 70 70 7D 70 BEGIN SLOUGH WALL LEFT 65 65 65 ACDPW S 65 LOUGH W PER 60 1 tTq 60 60 -------- 60 55 L,L1 55 LOL 55 -50 -40 -30 -20 -10 0+0 10 20 30 40 50 -50 -40 -30 -20 -10 1+D 10 20 30 40 50 25 25 85 85 85 z. 85 80 80 80 80 75 75 75 ..... - --------- 75 70 70 7D 70 55 65 65 65 LAYOUT LINE (LO0- 60 ----------------- 60 60 50 CENTER LINE OF BIKEWAY L L LOL 55 — 55 55 —1 55 -50 -40 -30 -20 -10 0+000 10 20 30 40 50 -50 -40 -30 -20 -10 1+000 10 20 30 40 50 2, 10, 0 10, 20' GRAPHIC SCALE: I" - 10, 1-u -u 10..00.. so 80 80 so 75 75 75 SIR— rte75 70 70 70 70 60 65 60 60 60 i 55 — -50 -40 -30 -20 -10 2+LOL 0 75 10 20 30 40 5055 55-50 -40 -30 -20 -10 3+0 75 10 20 In 4 55 0 50 85 85 85 85 —----- ............ 80 Bo 80 so 75 75 75 W WMF 70 70 70 70 T.'o 9 2/ A 27. 65 23 1 65 65 65 60 -1—-7�V so 60 60 55 L55 TOL 55 -50 -40 -30 -20 -10 2+0 50 10 20 30 40 50 -50 -40 -30 -20 -10 3+0 50 ID 20 30 40 50 85 as 85 mm �} 0" 85 7'-9- lo.. CHAR, ---a 80 80 ............ 80 80 75 75 75 75 1 STA 3-32.34 70 WWMF 70 70 2Y. 17 No 70 END BRIDGE I 65 65 65 65 60 so 60 so 55 L 55 55 LD. 55 -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 ID 20 30 40 50 2+25 3+25 STA 3-20.27 BRIDGE 85 85 85 85 II 7'-4" 7'-0'* 80 . .....CKAINLINK FENCE -�tF 80 so — BO 75 75 75 — 75 STA 2-0000 wwmr 70 70 STA 3-07.34 -h BEGIN RETAINING WALL RIGHT 70 -,A 70 I BIGN BRIDGE 65 65 65 65 60 60 so ------ -2. 60 55 J LSA 1 55 55 LDL 55 -50 -40 -30 -20 -10 010 20 30 40 50 50 -40 -30 -20 -10 0 10 20 30 40 50 2+00 3+00 NOTE: 10, 0 10, 20' CABLE RAILING NOT SHOWN FOR CLARITY, En SEE DWG'S C-03 6 C 04 FOR CABLE RAILING GRAPHIC SCALE: 11' - 10, 75 75 75 75 STA 5-80.00 70 70 70zl 70 JON EXIST BIKE PATH 65 65 55 65 60 .... ...... -—-----------1 1 60 60 60 55 LOL 55 55 1 LOL 55 .50 .40 30 -20 -io 5+4+075 10 20 30 40 50 -50 -40 .30 -20 -10 075 10 20 30 40 50 8585 85 85 80 80 80 80 I 2Z STALL 75 75 75 75 END SLOUGH WALL LEFT 70 70 70 ----- ------ 70 27. rc 65 65 65 65 oil 60 6055 55 60 60 LOL LOL ---50 -40 .30 -20 -10 4+0 +0 50 10 20 30 40 50 -50 -40 -30 -20 -io 5so 10 20 30 40 50 55 85 85 85 85 go .6 BO BID 80 STA 4,35.00 75 75 75 75 END RETAINING WALL LEFT BEGIN SLOUGH WALL LEFT 70 70 70 70 STA 5-43.00 END SLOUGH WALL RIGHT 65 65 65 65 t5l 60 pp 60 60 60 +1 55 L L I — 55 55 LOL -50 -40 -30 -20 -10 0 ID 20 30 40 50 .50 -40 -30 -20 .10 0 ID 20 30 40 50 55 4+25 5+25 85 85 85 o! 85 LOL !I 80 80 so80 75 75 75 75 j STA 5-20.00 END RUNNING WALL RIGHT AN, 70 70 70 70 BEGIN SLOUGH WALL RIGHT 7-0- 65 65 65 65 60 i L —4- 60 60 60 i I i 3" 7 ol, 91- 55 r—I LO L i — 55 554+00 5+00 55 -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 NOTE: 10, 0 10, 20' SEE DWG'S C-03 k C-04 FOR CABLE RAILING. I.. . 10, GRAPHIC SCALE+ —tr. 1 1 7* /2 12'-9" 6" RELOCATE MCI LINES KTYP) 4 EQUAL SPACES 1'-6" (8Y OTHERS) TOP OF (TYPI I RAIL PRECAST IF BENS. CM BY CONTRACTOR -"'^!??'^.i'== 1. THE CONTRACTOR SHALL REMOVE ALL 8ALLA57 TOP OF SUBGRPDE - - - - - -AND EXCAVATE AS NECESSARY TO MAKE ROOM \ / PRECAST BENT� / / / i I PRECAST-PRESTRESSED FOR ABUTMENTS,BENTS AND GIRDERS AFTER - CPP (TYPI H �-- - j GIRDER DRIVING PILES.THE EXCAVATION AND BALLAST \ y � REMOVED SHALL BE UP TO SLBGRADE LEVEL AND PRECAST WINGWALL a _I>-F�/ �_ > - \_ 41 / j 14 A II7 W PILES SHALL INCLUDE 10 FEET OF ABUTMENT APPROACHES. (TYPI ¢ a 1 2 z 2 1 SEE NOTE 4 j i -I �1� 1 �1 I 1� / V I 2. THE CONTRACTOR SHALL PREPARE "GRADE TO c 1 14 4 I I I RECEIVE BALLAST AAT) TRACKWORK AT APPROACHES. n i '^I I11 CAST-IN-PLACE BENT 1 BENT 2 BENT } j I ! I CONCRETE COLLAR 3. THE CONTRACTOR SHALL SUPPLY WOOD TIES.AND BALLAST py, AS SPECIFIED N SPECIFICATIONS.THE WOODEN TIES SHALL 1 1�,1 ` ABUT 1 -- ABIUT 1 1 1 1 7 I I BE PR GALVANIZED WITH PANDROD PLATES I5.5 INCHES BASET -Lie _ WITH GALVANIZED E CLIPS AND SCREW SPIKES.. 4. ALL THE REST OF WORK AS SHOWN ON PLAN AND SPECIFIED ` ELEVATION TYPICAL SECTION IN SPECffICATIONSF. i N SCALE: 1" • ST, ANOTE:MEASURED SCALE: 1" • 5' � PERPENDICULAR TO It BENT S �J NOTES: ` EXIST OCTA R/W___-___________ 1. ALL DWIENSM SHOWN ARE MEASURED _____-__ �'--- -'--,---- PERPENDICULAR TO ¢ TRACK. \ 2.FUTURE BRIDGE NOT SHOWN FOR CLARITY, BIKEWAY LIMITS OF ROCK FUTURE TRACT( LOTS OF ROCK I TAi SLOPE PROTECTION LEGEND SLOPE PROTECTION IL-�yI ✓ _ - _ _ _ _ _ - _ _ _ _ _ 1 1 _ - _ _ _ _ - _ _ _ _ VERTICAL PILES STA 10.00 METROLINK EL 76.60BATTER PIES EXIST BRIDGE \ STA 3.20.17 ¢BIKEWAY L 60.58 f---E`$, PONT OF MINIMUM IMP 197.901 STA 10.31.77 VERTICAL CLEARANCE It STA 9. \ / / ` \ / END OF BRIDGE EXISTING TRACK BERN BRIDGE IMP 19788) REINSTALL NOSING T7R EL 7665 (BY SCRRA) $ TO SAN DIEGO _ .� ._ \ K-"�t / \ _ ( AM Mo «- t!R EL 76 55 ` q:Y / M \ \ 20• SKEW fiYPl TO FULLERTON TO EDGE OF \ GIRDER iYP. 10.615' 10.135' \' � \ __ ` 90'OF NEW GUARDRAIL GENERAL NOTES: REMOVE NOSING OF INNER PROACH SLAB TYP (SUPPLY AND INSTALL GUARDRAIL AND REINSTALL PRECAST) AT NORTH END (BY SCRRA) T \ \ 6` 1 ' BY SCRRA) 1. FOR EXISTING AND RELOCATION OF UTILITIES, SEE DRAWING C-02. NORTH ABUTMENT OF 6S 9 0 > RETANNG WALT O 2. SEE CIVIL DRAWING NO.C-02 FOR LIMITS OF LK EXISTING BRIDGE �%'WALL SEE DWG NO.C-03 BALLAST RETAINER ROCK SLOPE PROTECTION. • �I. \� SEER DWG IND.C 04 �\ \ TYPI - \J \ 3. SEE DRAWING NO.C-04 AND C-OS FOR RE7AININC LIMITS OF ROCK WALL LAYOUT. Fg SLOPE PROTECTION PLAN SEE NOTE 2 4. SUGGESTED INITIAL EXCAVATION TO CONSTRUCT BRIDGE.DURING WEEKEND WINDOW PERIOD, SCALE: 1" 5' YP WTRACK BENT AND PRE 7•.J, TOP OF RNL 4'-G'(4' S..p. ELASTOMERIC Ya s%z•• ABI(TYP) R14L•.......................7Y6" BEARING PAD K PAD•................5(16" T7iff•............... "EOPA yop BALLASi....................10" I— I _I 1 ="'• ANCHOR RODS ART I •"" I / c__ — BEARING PAD•._..._T..BI" (TYPI iff ABU7 CM UTMENt TOUT .............._ •__A AB CAP 7,B" if .fi 5 �/ .I 4" EOEO S PC ABUT CM LF 2- iYP �BRG PLATE PP4 3" 2 EO SPA STIRRUP SPACING TYPICAL / B PRECAST WING WALL ITYPI H A II II II PLAN NOTE+BATTER CENTER PILE ONLY 11:121 II u u N HP 14 x117 ITYPI ABUTMENT- ELEVATION SCALE NOTE:SEE "MISCELLANEOUS DETAILS" SHEET FOR ALL EMDEDDED PARTS AND CONNECTION DETAILS 18 6'/z 6'-0/z" 2'-4Yl ., 8" 8" 9'-41/4' I I GNQOF B-TON SWIFT LIFT ANCHOR � 6 •5 x 2'-DyI' TOT 72 a 3 -4n T-10% 3--9y," _ Q. __ r` 0 0 ¢ STEEL LWINATED ELASTOMERIC •5 x 1u'-4'/j' ' = BEARING PAD (MINIMUM 60 3" DUROMETER HARDNESS) - I �pIPI1 I 11 O 4nI1rI'II'�¢ feu IIII -� KI'rI mL¢ARI III •54��•x-----1118 '-4'/z° TOT t5 o - 0o MD� •4nARl•S4I - II " SQUARE ALUMINUM WIRE 2 "mORNN I 6 MESH HARDWARE CLOTH i NCHORED FIRMLY i0 CONCR TURRIP ¢2"�DRAIN ETE o• •4 m PP4 q„ � 4rIO 4' ¢ ANCHOR RODS W 3" 2 E0.SPACES 6" 2 a 6'/i' S" 6'Ji' 5 6 V .g PRECAST ABUTMENT CAP - ELEVATION � SECTION o 1 SECTION ,,. SCALE: Y4" 1'-O" - SCALE: 3'a" T-0" SCALE: fix" €W •5 W 9 TOP AND BOTTOM BOTH WAYS BUTT AGAINST — T-2-- BACKWALL \� 2'/i'0 HOLE _ ;TRACK GROUT AFTER ANCHORING \, NF TO FLUSH WITH OU iERPACE PC ABUTMENT CAP li •5 a 9 TOP AND BOitOM ASTM A36 STEEL R 6" , 6" OF GIRDER W11 "O HOLE AT ¢ _ � (GALVANIZED). 20• SKEW PLATE AT EACH END OF ROD— 3 y ABUTMENT CAP. FF P.-6.. 9 . 4 U� VARIES 2"0 HOLE.GROUT AFTER ANCHORING •11 BMS �e \ T.-O. `5 W 9 TOP AND BOTTOM - � •• PLAN A SECTION PLAN � WELD AFTER STRESSING NOTES ABUTMENT NOT TO 5 KPS 3{c 3il^ CUT THREADED SH ASTM F E 6,GALVANIZED). SHOWN FOR CLARITY CUT OFF TO FLUSH WITH FACE OF GIRDER APPROACH SLAB DETAIL 6._0, DETAIL SCALE: MAX. S S SCALE 3" • 1' ' TOP OF SUBGRPDE I 1 6'-0•• MAX BACKFILL - ABUTMENT PC/PS GIRDERS lYP •4n r 4 AFTER KEYWAY IS FILLED FINISHED GRADE WITH AGGREGATE.ADL EPO REAM GROUT FILL ALL VOIDS THAT ME PRESENT NT o 1'-0• v 4 /�/�/,J, / \ RETAINING WALL 1 t �n �'Y � 3 FILL WITCLEH 1K/,' TO KEYWAY BOTTOM OF SUBGRADE DRY PEA GRAVEL t �e m TYP TYP Y - n BRIDGE 2 F0.l WITH EPDXY 1. RESN GROUT TO BOTTOM OF KEYWAY j FINISH GRADE TYP TYP F+ w i;j! _ BACKFILL - RET WALL m ALING �/ 7- T STRIPS PLUG OOFTPOLYU EWITH THANE r o.c.L.I ' m WITH DENSITY OF 1.5 4 09— YGROUT KEY DETAIL FINISH GRADEATRUCTUROL E%CAVATIDN � NOTES: 1. CIRCLED NUMBER INDICATES SEQUENCE 6" STRUCiURAI BACKFILL OF PLACEMENT. 2. EPDXY RESIN GROUT SHALL BE SKADUR oll 35,HI-MOD LV BY BY THE SIKA CORPORATION V ROADWAY EXCAVATION OR EQUAL.INSTALL PER MANUFACTURER'S TYP i'-0" INSTRUCDDN. ELEVATION TYP WALLS ❑ 3. COMPLETE STEPS OAND OIN TWO LIFTS, ROADWAY EMBANKMENT 4. STRESS AND WELD AS SHOWN IN DETAIL -` BEFORE GROUTING. PRECAST WINGWALL SCALE: PAY LIMITS FOR STRUCTURAL AND ROADWAY EXCAVATION AND BACKFILL�," • r-o" NO SCALE NOTE: PLACE REINFORCEMENTS TO MISS OPENINGS .. ... lSO , .N / 6 BENT CAP.............1.-B.. 6•.8.. \ 6'-6" 2"VOIDS (t07 a NOSI (1 Y I TOTAL..................5'-5% 1 Y i = eo — �� BENT DETAIN 1 5- Y ITYPI EO EO ! / (Type BRC Y LFT ANCHOR (TOT 2 NOS) lip i� TYP f(\ Q II p TYP ¢ BRC TYP `¢ TRACK CAST-IN-PLACE I I Y / BENT COLLAR I I C X PLAN o g DETAILS SYM.ABT.�OF CAP CAP- TRACK GROUND LINE DN¢OF B-ION SWIFT LIFT ANCHOR 6--IF'(TYP) B" o 5.5n2'-6" •5� SYMM PLACETHROUGH ABT.¢PRE (-- BEARING PADS NOT SHOWN FOR CLARITY i F _ ON OF 2" VOIDS 4 •4 EF 1 •5 X THROUGH HOLES •B X 16'-5" I SYMM.PLACE ABT. PRE 2" 1 EO SPA 2 J" TYP W4 STIRRUP SPACING Q 2 .4 y IIS ¢PLE .•. 4.5.� 4. Y.,.. BENT-ELEVATION ~ 2 •5x16'-5" ' ¢BENT ' 2-6 PPI 1D'-0. SCALE T/8'•'1•'0" L6-/elr 7'/i' R" 2e6'/i' S" 6'/z" 5 e 9" 6'/i' I 4 •4C 2Y2' - •4 TOT B NOTE:HORIZONTAL DIMENSION MEASURED ALONG� BENT U.N.O. ELEVATION •4E d PRECAST BENT CAP PROVIDE FINISH SCALE: 3'a"•1'-0" 2'-6" 6" - I AS PER DETAIL 2 SEE 'END POST E LFT o AT INSIDE FACE SYM.ABT. OF CAP DETAR'ON S-6 ANCHOR •5 TOT 4 i ONLY. 1 ' MATCH TOP PC CONCRETE OF CURB •4 a 2'-5"cit 11" ¢cl B-Ton Swill PANEL 5 IN 51.6 LIFT ANCHOR. TOP OF „ SLOTTED HOLE a • GRADE B THICK ELASTOMERIC SUBCRPDE T' - _ - --NN-- BEARING PAD (TYP) L e TYPI"�A'L _i e o OF 2"OVOIDS 5 +5 n EQUALLY SPACED 3JyN}-� "DIA HEX SLEEVE .-L. 2"CLR �I I EO EO • I f. .� ANCHOR BOLI A5 . e •5 STIRRUPS 2.4© I -� BY HILTI MANUFACTURED 4 •B " 1 4 - EXPANSION 1-4x4. 5/16,TYP I I I I I (TO6110R EONVAENi JOINT FILLER BURN %'•CIA HOLES 2"CLR. r,tie I1 6" o L L L IN WEB OF PRE /PL e, __ _ - — BENT CAP I- oa 2 •5 EF ' A gGAN5CONCRETE 2'"0" = 4 •5 X 76'-5'• 1---N UNDISTURBED SOIL �$ SECTION G- SECTION F SECTION BALLAST RETAINER DETAIL 90 SCALE SCALE: 3/a"-1'-0" SCALE: -C" SCALE '/z"-1'-0" : 3'i"•T'-0" �\} T-BAR 5 l�1,-q,. U-BAR 1.4/2.'�C TXP �\ 2/z"OHOLE FORMED PARALLEL TO EDGE OF GIRDER (TYP) \\ L1 BAR 2- 0 4 - -I LZ BARS ZO'-4" oc •4 .5 LIFTING LOOP - SEE \ 6" X %i' X V-5" ASPHALT \ \\20' C1 BAR F' ,� pl BAR H68"LIFTING DETAIL" EXPANSION BOARD IN CURB, %2" DETAIL 1 �5 •8ON $-6 (iYP 4 PLACESI OPEN JOINT IN WALK AND I" X 6" FS-3DRAIN OPENING BARS BENDING SCHEDULE SCALE: NONE m `HP 2 3' CURB \ TIE ROO� �n TYP o - i CURB DOWEL Cl 6" 0 9" MAXIMUM SPACING 6" 6" 0 9" MAXIMUM SPACING 6"' 6" 0 9" MAXIMUM SPACING 6" BRACKET REINFORCEMENTJUST OUIRED "L"/3 2 T/z" TO MISS OTHER 'L"/3 "L"/3 R L Q 10 L t PLAN L 3x3x% RI/e" x 3" 2" n T BARS (TOP 0 BOTTOM) 1 5" 5" 0 8„ 5",5" D/2 UTILITY PIPE a / (TYP) 4"0 5"0 ¢ Di m S BARS (TOP) 0 8" u ? UTILITY HANGERS 5••p R TO L R ,TYP � LIFTING LOOP - TIE TO BAGS D1 r6 U 2'/z'S�HOLE SADDLE N (TYP) 6 - U BARS (TYP EACH END) L 3x3.% 4 - GISTFERRULE LOOLOOPLACE P INSERTS UTILITY SUPPORT DETAIL (SEE NOTE 4) SCALE: P/z" 1' L2-1_1 9-1 2 I.-O•. T.-DI .. Cl FAR N U BARSI'/2" (TYP) Ll IN TOP B" T-2" V-2" 1'-O" P-2" i'-2" BI/2' NN9�E`s PRECAST PRESTRESSED GIRDER - ELEVATION 1. THE CONTRACTOR SHALL COORDINATE WITH 1• B NOTE: PRESTRESSING STRANDS CLEAR 3/e" UTILITY COMPANY BEFORE PREPARING SHOP D7(TOP M BOTTOM, SCALE: Y4" ' 1'-0" NOT SHOWN FOR CLARITY 17 DRAWINGS AND INSTALLING THE BRACKETS. / TYP BOTH ENDS) 2. ALTERNATE BRACKET WITH SIDEWALK SUPPORT xa m C1 OF PRESTRESSING G�STRAND OSIT N BRACKET. 51/z" q"q" 1,-B„ a„ 9„ q„ 1,-6„ q„4„ 6„ TOP OF GIRDER � 3. HANGER,SADDIE AND UTILITY PIPE WILL BE TO MILD STEEL 3/B� S BAR PROVIDED AND INSTALLED BY UTILITY COMPANY. I-3/4'Ox 8'/Z” BOLT° + + « + + « + 1-LOCKWASHER.TACKWELD L 2 4.CAST-IN-PLACE FERRULE LOOP INSERTS F-64 WITH a e AFTER NUT 15 TIGHT.(TYP) L 2 BOLT AND WASHER AS MANUFACTURED BY RICHMOND L SCREW ANCHOR CO.OR EQUIVALENT.ALL ASSEMBLY QQQQ INCLUDING BOLT AND WASHER SHALL BE GALVANIZED. DP12 _ _ L 2 +++a + as++ ++++ aa++ .... . - CP 2° CP2° y L2 L2 1 BAR u BAR ,� U BAR AT END 3%z" 4' 6" 4' 5" 4' 6" 4' 4' 4" - AT END SECTION AT JOINT 4 /z" DRIP GROOVE - FULIL LENGIR (TYP a� 322" 302" 302" 302" -302" 302" NO SCALE EACH END) AT ABUTMENT B8%TUTE BOLTOPLBACEW SUCHGFOR THAT CURB PLATE CP2 AND SECTION-SHOWING REINFORCEMENT SHOWING PRESTRESS STRANDS (TOT 38) THREADED BAR EXTENDS HE SPACE BETWEEN PARAPE _= SECTION- AND END OF CURB AND HOLE IN DP12. SCALE: NONE i Q Q `T 4 0 0 0 0 o e o 0 0 0 0 0 0 0 o u C2 (TYP 3" 3" 0 (iY 1 (TYP) 3 PLACES) 5'-0" I" X 6" ORAN OPE'NC CI MAX PF -� ELEVATION SECTION PG PILE PLATE PP4 SCALE: NTS R W. % zly," X 13'-4" - PF PG q�. CURB DETAIL 2" X 2-X 4'N"LONGUNIS1 2 - BARS 5" X W' z 13'-4" -PC BO-TYP. TYP. - SCALE: F-2" f•20-i-121 45"LONG 68 - �',"0z 0'-6" STUDS - BD �— I'/i' X I Ih' % /," WEIGHT " 947 LBS. A TYP UNISTRUT TUBING '/4 PL We.. X S.. X 9.. Il Y,"GIA HOLE L. FOR %"DIA iV - / _ EXP ANCHOR BOLTS W8%75 [BEAM n, FCUT OR I T"HEALFAR�4"� I UWSTRUT -20-F-12 BALLAST m 45"LONG RETaNER ���46 ' HE E z N RED � �/� "T"Bai a" . 2'-G" W4"F HOLES FOR ASE z 9"BOLTS ---I HEAD EXPANSION - r/i' I'/i' 1; END POST DETAIL W/ FLAT SPRING WASHERS & BOLTS .. 9 i TYP I W0 a YLJ R 0.-9., rHE% NUTS 40LES ,' /, 5..a 0.-9.,AR SCALE: NTS SECTION B-B T�^94T% lhY4.. PL TO P ? r I �. \ 2 THREAD , AA PE gg Ijj" HOLE 20' 2"+ 2"x /,• CONIC SLAB 6 , 1'-fi 7UBING � 2/x'� THREAD -_ 7 F- SPLIT TUBING AT% �31/z' m ID NB i wt a - "T" BAR 4"%2'-0" AND WElOED TO "T" O W/ /," FILLET WELD AL NA r I 'V BC NB ,/4" ANCHOR BOLT ARI WASHER WI ANCHOR ROD ARI , SECTION A-A I ELEVATION 3" GRNNI FLUSH T 1- BAR 11/;'OX 2`8" - BB I- BAR 4"X y;' % 0'-4" 1- BAR r/rs% r-6" (PLAIN) STANDARD SIDEWALK BRACKET PF ER WELDING CURB ANGLE CA3 1-BAR 4"X Y4"X D'-4"W7�,"IDHOLE AT CENTER - PE WEIGHT - 3.4 LBS. WEIGHT - 6.3 LBS. ., APPROXIMATE WEIGHT - 70 LBS 1- STD.HEM NUT -NA GALVANIZE AFTER FABRICATION. GALVANIZE AFTER FABRICATION. NOTE:TO BE FIRMER PANTED AFTER FABRICATION i- ANGLE 4" x 4" x " • 0'-3" - AA 1 - BAR Y,"O x O'-B" - BC _ WEIGHT - 15.1 LBS. 1 - STD.HEX NUT - NB GALVANIZE AFTER FABRICATION. WEB WEIGHT - 3.57 LBS FLANGE UFTING UNE GALVANIZE AFTER FABRICATION hzd' 'T/s"a HOLE u�4..0HOLE 4.. 4.. n PC i 8-TON SWIFT LIFT ANCHOR ba - PlE PLATE IN BOTTOM OF 8 1ONLFWiNG EYE 6'-6 " NOT MOR T/6 YP PRODUCT L00E N0. fip650 ,g •� PRECAST CAP . N 1 3- 4'-0" 3?f" SURFACE OF CONCRETE L^c CURB PLATE CP2 CAVITY LIF FORMED PLTUGH n w I- BAR 3" x I/Z' x O'-B" fie" W T - 3.4 LBS. TYR. '^ DECK PLATE DP12 WEIGH i GALVA IGH AFTER FABRICATION B-TON SWIFT LIFT RECESS PLUGS.ANCHORS AND LIFTING EYES IZE - FLANGE OR WEB ARE AVAILABLE FROM DAYTON SUPERIOR CORP.,9415 SORENSON AVE.. 1 - BAR 7" v %" x 7'-11'/Z" (BENT) - PC NOTE SEE DETAIL 'B' L? F PI„E SANTA FE SPRINGS,CALIFORNIA 90670,TELEPHONE (714)522.3442. 2 - BARS 'I/0"A x 0'-3" - BA ALL DETAILS ON THIS SHEET ARE WEIGHT - 77.4 LBS DRAWN NOT TO SCALE UNLESS �$ GALVANIZE AFTER FABRICATION NOTED OTHERWISE W TYPICAL PILE SPLIES DETAIL AT TOP OF PILES LIFTING DETAIL RLOUIRED BYENGINEER)FOR SPECIFIED BELOW,ADD WASHER.AND HEX NUT TO BOLTS,TIGHTEN ACTIVITIES PERFORMED DURING TIME INTERVAL BETWEEN TRAINS 5.500 P.S.L E 28 DAYS. APPROVAL PRIOR TO CASTING BEAMS. N ADDITION TO THE DESIGN LENGTH NUTS AND BURR THREADS. OR DURING WEEKEND WINDOW PERIOD PRIOR TO BRIDGE ERECTION WEEKEND' OF BEAM,THE DRAWINGS SHALL SHOW THE PRE-TRANSFER CAST LENGTH CONCRETE N SHALL BE AIR-ENTRAINED CONTMNINC NOT LESS THAN 4Z NOR REQUIRED TO CORRECT FOR THE ELASTIC SHORTENINC.SHR:NKAGE AND BEARING PAD ADHESIVE: I. COMPLETE SURVEY TO LOCATE POINTS FOR PIE INSTALLATION. MORE THAN 6Z AIR By VOLUME. CREEP OF THE CONCRETE. COMPUTATIONS FOR THREE CORRECTIONS SHALL ACCOMPANY THE DRAWINGS. CLEAN TOP AND BOTTOM SURFACES OF BEARING PADS WITH METHYL 2. RE-SPACE INTERFERING TIES [BY SCRRAI. MAXIMUM 51ZE OF COARSE AGGREGATE SHALL BE ONE INCH. ETHYL KETONE TO REMOVE ALL TRACES OF MOLD RELEASE AGENTS. AN ALTERNATE STRAND PATTERN BETTER SUITED TO THE MANUFACTURER'S CLEAN AND DRY MATING SURFACES.APPLY DELTA AS23-18 AIB GEL TYPE 3. DELIVER MATERIAL AND EQUIPMENT. ALL PRESTRESSING STRANDS SHALL BE 0.6"DA_7 WIRE UNCOATED,LOW FACILITIES WHEN HAS THE SAME ECCENTRICITY AS THE PATTERN SHOWN ON EPDXY TO A 5 MIL THICKNESS ON THE PRECAST CAP AND THE BOTTOM RELAXATION,WITH MINIMUM Fs '• 270,000 P.SL AND OTHERWISE MEETING THIS PLAN WILL BE CONSIDERED FOR APPROVAL PRIOR TO CASTING UPON SIDE OF THE BEARING PAD AND THE THE PAD SHALL BE SET AND HELD 4. DRIVE PIES TO RECURRED TIP ELEVATIONS AND CUT PILES 2INCHES BELOW THE REQUIREMENTS ON CURRENT a5-TAI. DESIGNATION A416, SUBMISSION OF PLANS AND COMPUTATIONS By THE MANUFACTURER. N THE PROPER LOCATION ON THE PRECAST CAP UNTIL THE EPDXY BASE OF RAIL ELEVATION. HOWEVER,NO CHANGE IN THE LOCATION OF THE TOP ROW OF STRANDS TAKES ITS INITIAL SET. INITIAL PRESTRESS SHALL BE 0.75 Fs '• 63,950 LBS. PER STRAND. WILL BE PERMITTED. MORTAR FOR SETING BEAMS 5. INSTALL WALKWAY,HMORAIL ON GIRDERS AND BALLAST RETAINER. ALL EXPOSED CORNERS SHALL BE CHAMFERED Y, INCH. TACK WELDING OF NONPRESTRESSED REINFORCEMENT IS PROHIBITED ACTIVITIES PERFORMED DURING WEEKEND WINDOW PERIOD ONLY: EXCEPT ON THE EXTREME ONE-NCH LENGTH OF THE ENDS OF THE T AND JUST BEFORE SETTING BEMAS.MORTAR CONSISTING OF EQUAL PORTS BY TOP OF BEAM SHALL BE GIVEN A STEEL TROWEL FINISH. S BARS SERIES. VOLUME OF DELTA AS23-18 AIB GEL TYPE EPDXY AND DRY SILICA SAND, 6. REMOVE TRACK (BY SCRRA)AFTER ALL PILES ARE INSTALLED BY CONTRACTOR. MIXED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS,SHALL BE (TRACK REMOVAL MAY NOT IMMEDIATELY FOLLOW THE LAST PRE INSTALLATION). CAST-N-PLACE CONCRETE IF REINFORCING BAR SUPPORTS IS USED.THEY SHALL BE CLASS 1,PLASTIC SPREAD ON TOP OF BEARING PADS TO A THICKNESS OF APPROXIMATELY REMOVE BALLAST IBY THE CONTRACTOR). PROTECTED,IN ACCORDANCE WITH CHAPTER 3 OF THE CURRENT C.R.S.I.MANUAL %'INCH IN ORDER TO OBTAIN UNIFORM BEARING. SCRAPE EXCESS ALL CONCRETE.CONCRETE WORK,AND PLACEMENT OF REINFORCEMENT OF STANDARD PRACTICE. MORTAR FROM AROUND BEARING PADS AFTER BEAMS ARE SET. 7. EXCAVATE ENOUGH i0 MAKE ROOM FOR PLACEMENT OF PRECAST ABUTMENT SHALL BE IN ACCORDANCE WITH SECTION 8 OF AREMA 2000 OR METHODS CMS,BENT CMS MIO GNDERS.ISEE S-1) APPROVED N WRITING BY ENGINEER PRIOR PLACING. MANUFACTURER SHALL BURN BACK-PRESTRESSING STRANDS TO A DEPTH ERECTION OF BEAMS: OF ONE INCH BELOW SURFACE OF CONCRETE ON END OF BEM./. RESULTING B. CUT THE PILE TO REQUIRED LEVEL.PLACE ABUTMENT AND BENT CMS ANO wELO. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL NOT BE LESS RECESSES SHALL BE FILLED WITH EPDXY GROUT. BEMIS SHALL BE SET IN THE PROPER LOCATION USING CARE NOT TO THAN 4000 PSI IN 28 DAYS. DAMAGE CONCRETE MEMBERS.AFTER BEAMS ARE SET,BURN OFF LIFTING 9. PLACE ALL BEAMS,INSTALL DECK MID APRON PLATES, PRECAST CONCRETE: LOOPS ONE NCH BELOW THE SURFACE OF THE CONCRETE AND PATCH THE MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE ONE INCH. ALL CONCRETE,CONCRETE WORK ANO PLACEMENT OF REINFORCEMENT RESULTING RECESSES WITH EPDXY MORTAR AS USED FOR SETTING BEAMS, 10. INSTALL WINGWALLS AND BACKFILL BEHIND THE ABUTMENTS, ALL EXPOSED CORNERS SHALL BE CHAMFERED Y, INCH, SHALL BE N ACCORDNACE WITH THE CURRENT AREMA OF RECOMMEND DECK PLATES: 11. COMPLETE TRACKWORK INCLUDING PLACEMENT OF BALLAST PRACTICES CHAPTER 8 AND PCI. AND SIGNAL TESTING.METROLINK WILL PERFORM THESE ACTIVES. THAT PORTION F PILING THAT IS TO BE ENCASED IN CONCRETE SHALL.FOR THE DECK PLATES PLATES A AND TS MAI AS NEEDED TO INSURE TIGHT FIT. THE PURPOSE OF BOND,IS FORECLEARED C ALL DIRT OIL AND GREASE ANO ALL THE ULTIMATE COMPRESSIVE STRENCHi OF CONCRETE SHALL BE NOT I WELDING OF BECK PLATES AT JOINTS MAY BE REQUARED BY LOCA CONDITIONS. 12. OPEN i0 RAIL TRAFFIC. LOOSE SCALE AND RUST BEFORE CONCRETE IS PLACED. LESS THAN e000 PSTN 28 DAYS. � WELDS WILL BE HAVE SCALE REMOVED AND SPRAY GALVANIZING PLACED AFTER COVER TO REINFORCEMENT MAXIMUM SIZE OF COARSE AGGRAGATE SHA) BE ONE INCH. COOLING. ACTIVITIES CAN BE PERFORMED DURING REGULAR HOURS, HANDRAIL' 13. EXCAVATE AROUND THE BENT TO MAKE ROOM FOR CAST CONCRETE COLLAR. THE MINIMUM COYER TO REINFORCEMENT SEAL BE 2 LACHES UNLESS NOTED THAT PORTION OF PILE PLATES ,OI TO BE IN CONTORT WITH CONCRETE OTHERWISE ON PLAN, AND BE CLEANED OF ALL DIRT,PLL MIO GREASE AND ALL LOOSE SCALE HANDRAIL POSTE ON WALKWAYS SHAG BE ERECTED PLUMB A40 IN LINE, 14. COMPLETE THE REST OF THE WORK UNDER THE BRIDGE,INCLUDING eND RUST BEFORE CONCRETE IS PLACED.MINIMUM CONCRETE COVER ON PANTNHANDRAIL CABLES SHALL BEYe" 7X19 GALVANIZED AIRCRAFT CABLE. FACILITY EXCAVATION,AND CONSTRUCTION OF RETAINING WALLS,DRAINAGE BAR REINFORCEMENT REINFOREMENT SHAG BE 2"UNLESS NOTED OTHERWISE ON PION. FACILITIES MIO ALL OTHER WORK SPECIFIED. NON-PREPANTING CURRENT A.S. SED REINFORCEMENT SHAD BE DEFORMED BARS MEETING DR INGS.NT MEMBERS SHAG BE CONSTRUCTED FROM APPROVED OHOP CURRENT 0.S.T.M.DESIGNATION:A615,ERODE TE FP7 OF TION OF DRAWINGS.NO MATERIALS SHAG BE ORDERED UNTIL THE CONTRACTOR THE EXPOSED PORTION OF PILE PLATES MID PILING BETWEEN BOTTOM OF REINFORCING STEEL SHAT BE AS PER CHARTER 7 OF THE CURRENT STANDARD I. RECEIVES APPROVED SHOP DRAWNGS.PRECAST MEMBERS HALL BE CM'AND TOP OF COLLAR GROUND LINE.THE CONNECTION BMS AND MANUAL OF STANDARD PRACTICE.AND SECTION 52 OF CA TRAYS STaVDARD CONSTRUCTED IN ACCORDANCE WITH OF CHARTER EIGHT RECOMMENDED THE ANGLE BRACING IIF USED)SHALL BE PAINTED WITH ONE FIELD COAs SPECIFICATIONS. PRACTICES OF AREMAT YEAR 2000 AND METHODS APPROVED PRECAST THE ENGINEER OF CH HICKNE S OF CM-R,METAELN: ALUMINUM COLOR,MILKED TOA DRY AND AS SHOWN ON THE APPROVED SHOP ICAIONS. ILLBEREJECTED. FIM THICKNESS OF 8 MILS,SHALL AVE A TOA WET THICKNESS NI b MRS. DESIGN GOODS REAS TE NOT MEET THE REQUIRED Y THE w101 A REJECTED. ALL AREAS TO BE PAINTED SEAL HAVE A COMMERCIAL BLAST GLEANING. REJECTED MEMBERS WILL REPLACE AS TME CONTRACTOR AT NO S ACCORDANCE WITH THE STEEL STRUCTURES PAWING COUNCIL ORAD LOAD (ASSUMED .. LBS.PER LINEAR FOOT OF ..RACK) ADDITIONAL EXPENSE TO CITY.PRECAST MEMBERS THAT HAVE BEEN SURFACE IN ACCORDANCE SPECIFICATION MANUFACTURER'S APPLICATION TRACK.......................TIES...............................................................•200 DELIVERED AND ARE THEN REJECTED MUST BE REMOVE' FROM SCRRA/C11Y, SEAL BE IN ACCORDANCE W11H THE MANUFACTURER'S INSTRUCTIONS. BALLAST NCLLNNNC TIES...............................................................2380 PROPERTY WITH NO ADDITIONAL COST HA CITY. CURB..WALK I HANDRAIL.................._............_............................•620 TOLERANCES FOR PRECAST MEMBERS ALL TR N ACCORDANCE MATERIA: BEAMS.............................................................._...........................-3500 WITH MNL116 3R0 EDITION AND PCI.ALL CONTRACTOR'S PLANT FACIITffS TOTAL..........................................................................................•6700 SHALL MEET THE REQUIREMENTS OF THE PRECAST PRESTRESSED STRUCTURAL STEEL PLATES,BARS AND ANGLES SHALL MEET THE REQUIREMENTS CONCRETE INSTITUTE. OF THE CURRENT A.S.T.M.DESIGNATION A36. LIVE LOAD CONCRETE MEMBERS SHALL NOT BE REMOVED FROM THE CASTING BED ALL PILES SHALL BE A572 GRADE 50 STEEL. COOPER'S E80 INCREASED 15 PERCENT TO PROVIDE FOR CENTRIFUGAL FORCE BEFORE CONCRETE REACHES A STRENGTH OF 2.500 PSI. FW AND OFFSET OF CENTER LINE OF TRACK OFFSET UP TO SIX INCHES FROM SHEAR CONNECTOR STUDS SHALL MEET THE REQUIREMENTS OF SECTION 7 3CENTER LEE OF BEAMS. PILING OF THE CURRENT A,W.S.STRUCTURAL WELDING CODE.01.1 FOR GRADE 1020 SOLID 1 FLUX FILLED HEADED STUDS. g CURB AND WAN PILES SEAL MEET THE MATERIAL REQUIREMENTS OF MR SHALL BE £E DRIVEN I ACCORDANCE B WITH METHODS APPROVED E WRITING BY 8 CURB ET CURB AND WAN TO BE CAST ON PRESTRESSED BEAM AFTER STRANDS THE ENGINEER.STEEL BEARING PILES SEAL SI DRIVEN TO REFUSAL, SHEAR CONNECTOR STUDS SHAG IT AUTOMATICALLY O END ENDED WITH ARE RETE AREA WOK ND NEIN CONCRETE E PRESTRESSED BEAR BY COATING[DU T POSSIBLE,OR GI A LNG NE NEWS-RECORD RESISTANCE OF 200 TONS BY COMPLETE L WELDING N ACCORDING WITH SECTION 7 OF THE CURRENT A.W.S. CONTACT AREA LIE SACODUR LACED.MADE BY D C CHEMICAL CORP., Y. [DUAL. THE MODIFIED ENGINEERING NEWS-RECORD G NATURAL STRUCTURAL WELDING CODE. FRESH CONCRETE MUST BE PLACED WHILE BOND COAT IS STILL TACKY. PENETRATION SEAL BE 20 FEET BELOW NATURAL OR FINISHED GROUND LINE.WHICHEVER 15 LOWER. PREFORMED))/THE 6" ASPHALT EXPANSION BOARD TO IN PLACED AS TO DIVIDE �M CURB INTO THREE LL BE SEGMENTS LEAVING ALTER JOINT IN WALK. A Y X A ALL PILES ARE HP 14x 117 • STEEL BEARING PILES. ry DRAIN OPENING SHALL BE FORMED AT THE CENTER OF EACH EXPANSION BOARD. PLACING PRECAST CMS ON STEEL BEARING PIES: iW0 7"DI0.HOLES SHALL BE LOCATED AS SHOWN ON PLAN. AFTER PILES ARE DRIVEN,THEY SEALALIGNED.F NECESSARY,AND ALL STEEL TO HAVE A MINIMUM OF 4/X" OF CONCRETE COVER HELD UTI THE PROPER LOCATION CUTT OFF AT THE PROPER a ELEVATION.THEY SEAL CONTINUEE B BEING HELD ANTI THE PRECAST AL CORNERS TO BE CHAMFERED Y,' OR TOOLED i0 A RADIUS. CMS HAVE BEEN SCR MID WELDED STEEL BEARING PIES AS SHOWN ON 'MISCELLANEOUS DEl AILS'SHSHEEi. ARL WELDING SHALL BE AS PER CHAPTER 15.PART 3 OF THE A.R.E.M.0. YEAR 2000 MANUAL FDR RAILWAY ENGINEERING. •gl i; PLAN — OA, 7 �a E �ea� ,• f COST Biwa STA as Bil xJ 9iuM SCALE: 1'e 10 FEET k—�r STA s+e7.7s -- (sp+0m` ,. ME 144j� KM enoOE _.-___. � (�era sAe tin o ,x 1ON ales . eA.TO FlAuut t) A safety hammer eras uead with automotk raleaeen+aa � ,0� Iptp GRWP DELTA CONAILTANTS, INGBENCHMARK st Maeneut sues in SJC-5 Fo k B W LS4182 5-1 Int. of Comire, Ca la �"'�a aye5e2) The weight of hammer and height of drop used for W Y rL p tram OwCA % the Califomla sampler and SPT sal we shown In the � z i x'., and Del Obispo St (E-1y) fdlowing table: NOVIN ABUIdD�T aPNorthing: 487317.1100 Eaatingl 1569653.6200 Outside Inside Weight of Height ooswNO ��� ,( Elevatiorc 91.20 It Type of Sampler Diameter Diameter Nommer Mop tlNf15 OF BOGY MOPE MOIEOIIM California Sampler 3,25• 2.42• 140 The 30 ' - 1 iJ! t ` SPT Sampler 200 ' 1.38 ' 140 lb. I 30 ' 6� 1 t J e fi{t�t 3) California drive sampler blow counts tan be convey ed to equivalent 1 11 SPT blowcounts using a multiplication /actor of 0.67 t• 1 GE-1 i 80 Mg GB-2 Bo 70 Cii2Z s70 - 311i�t 1 aaryte a.K.a.,,,meew�n m e�1p',wia.a C 60 .y�s.�n m es.ero.n_insist IM Waned 60 5-� — I Y I x 5-!::i — med4im -y-•! or Lre.M metal m W Q leen•b wEra.n.meYl b M V„ rrdlurn W coaar w YK 0e 2S F i ± i I 40 Y ♦: - o,s b nr'd4fn d.nK eraser born. molal to M !m b mMWm groYitl z�0®000DOOO®O t so —_ ,s s s-e __ 16.e dwyw to ver eo 3 5_ so z 5':#__ yt r - tlK.. w t»o.rs el C w n 5-at - 1 , der wm er `40 ________ ! 5-6 40 Y a-T¢{4: Id J ! — 30 11 — gAp _------ ?, , Ne amble remmy,due m mwng elt30 5/2A/g1 s- le 1,,` A1�s' omw,ed ma vat.A.a 0 1+ 20 E 8 Y e! y — lu 20 ' EEE t :u F la ® ! 10 5/2A/c, .oiw info.°,red fart -w natdwa t 0 6zomile all Z qq e n i 5j i �t 9+40 9+60 9+80 10+00 10+20 70+40 10+60 10+60 PROFILE SCALE: 1•= 10 FEET STATION NUMBERS ALONG C OF RAILROAD PLATE 1 YK w fD HS CA pN CITY OF SAN JUAN CAPISTRANO CONTRACT NO. �. e wwne \ .,.,,,,e.a•n .,u,.u,,,