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HomeMy WebLinkAbout09.H- Public Works RESOLUTION (ID #2334) DOC ID: 2334 B CITY OF SAN BERNARDINO—REQUEST FOR COUNCIL ACTION Agreement/Contract From: Robert Eisenbeisz M/CC Meeting Date: 05/06/2013 Prepared by: Michael Grubbs, (909) 384- 5140 Dept: Public Works Ward(s): 1,3 Subject: Resolution of the Mayor and Common Council of the City of San Bernardino Approving an Agreement for Services with AECOM Technical Services, Inc. for Design of the Mt. Vernon Avenue Overhead Replacement Project, Bridge No 54C-0066, CIP Project No. SSO4-012 and Federal Aid Project No. BRLS-5033 (042). (#2334) Current Business Registration Certificate: Yes Financial Impact: Account Budgeted Amount: $4,212,900 Account No. 242-160-5504-7121-0025 Account Description: Mt. Vernon Bridge Replacement Balance as o£ 04/17/13 $4,183,104 Balance after approval of this item: $1,192,948 Account Budgeted Amount: $1,960,100 Account No. 264-160-5504-7121-0025 Account Description: Mt. Vernon Bridge Replacement Balance as o£ 04/17/13 $1,932,641 Balance after approval of this item: $1,818,709 Please note this balance does not indicate available funding. It does not include non-encumbered reoccurring expenses or expenses incurred,but not yet processed. Caltrans will reimburse the cost of this project at the rate of 88.53 percent($2,748,049)through the Federal Bridge Program. Based on a 24-month time frame to complete the work and a total cost of$3,104,088, the estimated payments to the Consultant will average about$130,000 per month. The City will submit invoices to Caltrans monthly, so it will be necessary for the City to carry this amount for approximately two to three months while awaiting Caltrans reimbursement. The local share of this contract will be $356,039 (11.47%). This project is also eligible for reimbursement of a portion(68%) of the local share by SANBAG through the Measure I, Major Streets Arterial Sub-Program. This program provides for reimbursement of$242,107 (68%of the local share). This results in a final cost to the City of$113,932 for this contract. This amount will be paid from Account No. 264-160-5504-7121-0025. Motion: Adopt the Resolution. Updated:4/30/2013 by Henry Empeno Jr.B 2334 Synopsis of Previous Council Action: 2003 - 2011 Various Council actions were taken approving hiring of Consultants for the preparation of an Environmental Document for replacement of the Mount Vernon Avenue Bridge over the BNSF Railway. The Environmental Document was approved in June of 2011. 07/05/11 The Mayor and Common Council adopted FY 2011-12 to FY 2015-16 Capital Improvement Program(5-Year CIP). 02/06/12 Confirmed selection of AECOM as top rated Consultant and authorized the Director of Public Works or Designee to negotiate with said firm for Preparation of Plans, Specifications, and Estimates (PS&E) and Right-Of-Way Acquisition for Mount Vernon Avenue Overhead Replacement Project, CIP Project No. SS04- 012, Bridge No. 54C-0066, Federal Aid Project No. BRLS-5033 (042). Background: The Mt. Vernon Bridge over the BNSF railroad yard was built in 1934 and is nearing the end of its useful life. It has been inspected by Caltrans Structure Maintenance and Inspection staff and determined to be structurally deficient and functionally obsolete. The City installed temporary supports under the bridge in 2004 after cracks were found in steel girders supporting the bridge. Additional supports were added in 2008. The City has been working on replacing the bridge since the late 1990's. In June of 2011, the City received a Finding of No Significance (FONSI) under the National Environmental Policy Act (NEPA), which effectively completed the environmental approval process, and the City has since received authorization to proceed with final engineering. On September 8, 2011, the City issued a Request for Proposals to provide Consulting Services for Plans, Specifications, and Estimates (PS&E) and Right-of-Way Acquisition for Mount Vernon Avenue Overhead Replacement Project, CIP Project No. SSO4-012, Bridge No. 54C- 0066, Federal Aid Project No. BRLS-5033 (042)." On February 6, 2012, the Mayor and Common Council confirmed selection of AECOM Technical Services, Inc. as the top rated consultant to provide engineering and right-of-way acquisition services for this project and authorized the Director of Public Works or Designee to negotiate a Scope of Work and Fee with said firm. The negotiation has been completed and AECOM Technical Services, Inc. has presented a scope of services with an associated fee of$3,104,088. The Federal Highway Administration (FHWA) has obligated $2,613,234 in federal aid funding through the Highway Bridge Program (HBP) for the Preliminary phase, which includes final design engineering and $575,000 for the Right-of- Way phase, which includes right-of-way engineering and property acquisition, for a total federal funding obligation of$3,188,234. This amount will cover the basic design and right-of-way tasks included within the proposed scope of services; however, there are additional work items identified in the consultants proposed scope as "deletable tasks" costing $362,852 that ultimately will be required in preparation for construction. Staff has submitted a request to Caltrans for reallocation of funding from the Construction phase to the Preliminary Engineering and Right-of-Way phases by allocating an additional $1,036,177 Updated:4/30/2013 by Henry Empeno Jr.B 2334 for Preliminary Engineering and an additional $1,075,000 for Right-of-Way acquisition. These additional funds will provide a total of$3,649,411 for engineering and $1,650,000 for right-of- way acquisition. This reallocation was accomplished by moving federal Highway Bridge Program (HBP) funding from the Construction phase to the Preliminary Engineering and Right- of-Way phases, leaving$36,678,750 for the Construction phase, which should be adequate based on the current construction estimates. These revised allocations will provide sufficient funding to cover the "deletable tasks", identified in the proposed scope of services for additional right-of-way acquisition and staff costs for the project. A request for authorization to proceed with the new funding has been submitted to Caltrans. Once FHWA has approved the revised obligation of funds, staff will submit a request for Council action to amend the consultant agreement to add the additional tasks identified in the proposed scope as "deletable tasks." It is anticipated that completion of the design and right-of-way acquisition will require about 24 months, at which time the project will be ready to advertise for construction bids. With approval of this item, it is estimated that construction will begin in 2015 and be completed by 2017. City Attorney Review: Supporting Documents: Resolution (PDF) agrmt 2334 (PDF) Scope of Services Attachment A (PDF) Fee Proposal Attachment B (PDF) Project Schedule Attachment C (PDF) Updated:4/30/2013 by Henry Empeno Jr.B 241TM I RESOLUTION NO. 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO APPROVING AN AGREEMENT FOR SERVICES WITH 3 AECOM TECHNICAL SERVICES, INC. FOR DESIGN OF THE MT. VERNON 4 AVENUE OVERHEAD REPLACEMENT PROJECT, BRIDGE NO. 54C-0066, CIP PROJECT NO. SSO4-012 AND FEDERAL AID PROJECT NO. BRLS-5033 (042). _ 5 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE 6 CITY OF SAN BERNARDINO AS FOLLOWS: a 0 7 SECTION 1. AECOM Technical Services, Inc., located at 999 W. Town & Country 8 Road, Orange, CA 92868, is a competent, experienced consulting engineering firm and has m 9 F provided the most advantageous and best proposal to provide consulting engineering services 10 11 for design of the Mt. Vernon Avenue Overhead Replacement Project, Bridge No. 54C-0066, o 12 12 CIP Project No. SSO4-012 and Federal Aid Project No. BRLS-5033 (042). An Agreement in L r _ 13 the not-to-exceed amount of 3,104,088.00, with said firm to perform said design, is attached v w 0 14 hereto as Exhibit"A" and incorporated herein. Pursuant to this determination, the Purchasing 15 a Manager is hereby authorized and directed to issue a Purchase Order for said services to said 16 M M firm, which references this Resolution. 17 r 18 SECTION 2. The City Manager is hereby authorized and directed to execute said o 19 Agreement on behalf of the City. 0 20 SECTION 3. The authorization to execute the above-referenced Agreement is 21 0 rescinded, if it is not executed within sixty(60) days of the passage of this resolution. 22 E 23 24 a 25 /II 26 27 28 9.H.a 1 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO APPROVING AN AGREEMENT FOR SERVICES WITH 2 AECOM TECHNICAL SERVICES, INC. FOR DESIGN OF THE MT. VERNON AVENUE OVERHEAD REPLACEMENT PROJECT, BRIDGE NO. 54C-0066, CIP 3 PROJECT NO. SSO4-012 AND FEDERAL AID PROJECT NO. BRLS-5033 (042). 4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor _ 5 and Common Council of the City of San Bernardino at a meeting w 6 a 7 thereof,held on the day of ,2013,by the following vote, to wit: 8 Council Members: AYES NAYS ABSTAIN ABSENT m 9 MARQUEZ = d 10 ' JENKINS 11 12 VALDIVIA L 13 SHORETT v 14 KELLEY 'a L 3 15 JOHNSON a 16 M MCCAMMACK N 17 _ 18 19 Georgeann Hanna, City Clerk c 20 The foregoing resolution is hereby approved this day of ,2013. ;° 3 O 21 22 Patrick J. Morris, Mayor 23 City of San Bernardino _ �v 24 Approved as to form: a 25 JAMES F. PENMAN, City Attorney 26 G ' By: 27 28 y s_ e Mt_. EXHIBIT A AGREEMENT FOR SERVICES FOR THE DESIGN OF THE MT. VERNON AVENUE OVERHEAD REPLACEMENT PROJECT,BRIDGE NO 54C-0066, CIP PROJECT NO. SSO4-012 AND FEDERAL AID PROJECT NO. BRLS-5033 (042). THIS AGREEMENT is made and entered into this day of ,2013 ("Effective Date"), by and between the CITY OF SAN BERNARDINO, a charter city("City"), and AECOM Technical Services, Inc. ("Consultant"). o WITNESSETH : a 0 r A. WHEREAS, City proposes to have Consultant perform the design of the Mt. Vernon Avenue Overhead Replacement Project, Bridge No 54C-0066, CIP Project No. SSO4-012 and m Federal Aid Project No. BRLS-5033 (042) as described herein below; and = 0 c L B. WHEREAS, City has need of Consultant services to design of the Mt. Vernon Avenue > Overhead Replacement Project, Bridge No 54C-0066, CIP Project No. SSO4-012 and Federal Aid Project No. BRLS-5033 (042)hereinafter known as "the Project"; and o 0 w C. WHEREAS, Consultant has submitted the most responsive and cost effective proposal to L design the Project; and c U D. WHEREAS, Consultant represents that it has that degree of specialized expertise contemplated within California Government Code, Section 37103, and holds all necessary 3 licenses to practice and perform the services herein contemplated; and a v� E. WHEREAS, City and Consultant desire to contract for specific services in connection N with the project and desire to set forth their rights, duties and liabilities in connection with the services to be performed; and _ 0 .y F. WHEREAS, no official or employee of City has a financial interest, within the provisions of California Government Code, Sections 1090-1092, in the subject matter of this Agreement. M NOW, THEREFORE, for and in consideration of the mutual covenants and conditions w contained herein, the parties hereby agree as follows: E �o 1.0. SERVICES PROVIDED BY CONSULTANT d E 1.1. Scope of Services. Consultant shall design the Mt. Vernon Avenue Overhead Replacement Project, Bridge No 54C-0066, CIP Project No. SSO4-012 and Federal Aid Project a No. BRLS-5033 (042), in accordance with the proposal dated April 2013, from Consultant, a copy of which is attached hereto as Attachment"A" and incorporated herein. 1.2. Professional Practices, All professional services to be provided by Consultant pursuant to this Agreement shall be provided by personnel experienced in their respective fields and in a manner consistent with the standards of care, diligence and skill ordinarily exercised by nc,\Lac ai Sr:[Hr3 \Icurr\ri9inuY�rrdy\ antNrnariii,,ixit l't'dcr'•�.�1?lcr,,,rrii.i��ar:rh �1( 1r.Cum\1V rk\r1tt��i,ni 1 i EXHIBIT A professional consultants in similar fields and circumstances in accordance with sound professional practices. Consultant also warrants that it is familiar with all laws that may affect its performance of this Agreement and shall advise City of any changes in any laws that may affect Consultant's performance of this Agreement. 1.3. Warranty. Consultant warrants that it shall perform the services required by this Agreement in compliance with all applicable Federal and California employment laws including, but not limited to, those laws related to minimum hours and wages; occupational health and o safety; fair employment and employment practices; workers' compensation insurance and safety w in employment; and all other Federal, State and local laws and ordinances applicable to the a services required under this Agreement. Consultant shall indemnify and hold harmless City from ° and against all claims, demands, payments, suits, actions, proceedings, and judgments of every nature and description including attorneys' fees and costs, presented, brought, or recovered m against City for, or on account of any liability under any of the above-mentioned laws, which c may be incurred by reason of Consultant's performance under this Agreement. L d 1.4. Non-discrimination. In performing this Agreement, Consultant shall not engage 4i in, nor permit its agents to engage in, discrimination in employment of persons because of their o race, religion, color, national origin, ancestry, age, physical handicap, medical condition, marital E status, sexual gender or sexual orientation, or any other category protected by law, except as permitted pursuant to Section 12940 of the Government Code. Violation of this provision may o result in the imposition of penalties referred to in Labor Code, Section 1735. 0 1.5 Non-Exclusive Agreement. Consultant acknowledges that City may enter into agreements with other consultants for services similar to the services that are subject to this a Agreement or may have its own employees perform services similar to those services M contemplated by this Agreement. N 1.6. Delegation and Assignment. This is a personal services contract, and the duties o set forth herein shall not be delegated or assigned to any person or entity without the prior .0 written consent of City. d M 1.7. Business License: The Consultant shall obtain and maintain a valid City Business M Registration Certificate during the term of this Agreement. N E co L 1.8. Duty of Loyalty/Conflict of Interest: The Consultant understands and agrees that as the City's Consultant for design of the Mt. Vernon Avenue Overhead Replacement Project, Bridge No 54C-0066, CIP Project No. SS04-012 and Federal Aid Project No. BRLS-5033 (042), E Consultant shall maintain fiduciary duty and a duty of loyalty to the City in performing Consultant's obligations under this Agreement. Consultant, in performing its obligations under a this Agreement, is governed by California's conflict of interest laws, Government Code Section 87100 et seq., and Title 2, California Code of Regulations Section 18700 et seq. 1.8.1 Prior to performing any services to City under this Agreement, Consultant shall provide the Public Works Department a written list of the Assessor Parcel Numbers and general location or address of any and all real property located in the City of San Bernardino in which tti,�};��\'Kemp\.\linul::7r�y`,�.sn,h:�rrtar�fisuwst}'ca��.�r:tb,.,.rctc.rdinc�•i!y'c`,a.3(�`�t2.c,.mt\ E'�,r�\1 1,,:�)tnivr,t,\.It;-3�.:i�:� 2 Packet Pg. 245 9.H.b EXHIBIT A Consultant has any ownership interest, or which is the location of any pending project that is a source of income for Consultant. Consultant shall keep this list current on a monthly basis during the entire term of this Agreement. 1.8.2 Consultant shall not work on any task that is related to any real property that is located within 500 feet of any parcel in which Consultant has any ownership interest or which is the location of any pending project that is a source of income for Consultant. 1.9. Construction Means and Methods: Consultant shall not supervise, direct or have w control over or responsibility for the construction work performed by the CITYs construction a contractors. Consultant is not responsible for contractor's construction means and methods unless Consultant has specified such means and methods as part of the approved contract documents. Consultant is not responsible for such construction contractors' safety measures, m precautions, and programs including enforcement of Federal and State safety requirements. c L 2.0. COMPENSATION AND BILLING > y.: 2.1 Cost Principals c w A. The Consultant agrees that the Contract Cost Principles and Procedures, 48 CFR, Federal Acquisition Regulations System, Chapter 1, Part 31.000 et seq., shall be used to v determine the ailowability of cost individual items. c E B. The Consultant also agrees to comply with federal procedures in accordance 3 with 49 CFR, Part 18, Uniform Administrative Requirements for Grants and Cooperative a Agreements to State and Local Governments. M M N C. Any costs for which payment has been made to Consultant that are determined by subsequent audit to be unallowable under 48 CFR, Federal Acquisition Regulations System, Chapter 1,Part 31.000 et seq., are subject to repayment by Consultant to the City. .2 LA as 2.2 The method of payment for this contract will be based on lump sum. The total lump sum price paid the consultant will include compensation for all work and deliverables, M including travel and equipment described in Section 1.1 Scope of Services of this contract. No additional compensation will be paid to the Consultant, unless there is a change in the scope of E the work or the scope of the project. In the instance of a change in the scope of work or scope of the project, adjustment to the total lump sum compensation will be negotiated between the Consultant and the City. Adjustment in the total lump sum compensation will not be effective E until authorized by contract amendment and approved by the City. Q 2.3 Progress payments may be made monthly in arrears based on the percentage of work completed by the Consultant. If Consultant fails to submit the required deliverable items according to the schedule set forth in the Statement of Work, the City shall have the right to delay payment and/or terminate this Agreement in accordance with the provisions of Section 4.0 Term and Termination. :`:\rh)cum,:nLs and Settinz;si,hcmper�n\l.,cz;::1 cttirti:n;\Teuy\NiiI III IV. 'rapt\sanbornaraii,tod Lv(-.,i shxil±cmari.firmc:.it}'�...CC? f?�iim\41<r l.\.lttzih.ztzc.rlts\;::3',ti'.li{x' 3 � «, 9.H.b EXHIBIT A 2.4 The Consultant shall not commence performance of work or services until this contract has been approved by the City and notification to proceed has been issued by the City's Contract Manager. No payment will be made prior to approval of any work, or for any work performed prior to approval of this contract. 2.5. The Consultant will be reimbursed, as promptly as fiscal procedures will permit, but in no event greater than 60 days after receipt by the City's Contract Manager of itemized invoices in triplicate. Invoices shall be submitted no later than 45-calendar days after the performance of work for which the Consultant is billing. Invoices shall detail the work w performed on each milestone, on each project as applicable. Invoices shall follow the format a stipulated for the Cost Proposal and shall reference this contract number and project title. Final ° invoice must contain the final cost and all credits due the City that include any equipment purchased under the provisions of Section 8.0 Equipment Purchase of this contract. The final m invoice should be submitted within 60-calendar days after completion of the Consultant's work. c Invoices shall be mailed to the City's Contract Manager at the following address: d Robert Eisenbeisz, City Engineer City of San Bernardino c 300 N. "D" Street San Bernardino, CA 92418 c ° 2.6. The total amount payable by the City shall not exceed $3,104,088.00, in c accordance with Attachment B, the Fee Proposal, attached and incorporated herein. U 2.7. All subcontracts in excess of$25,000 shall contain the above provisions. a M 2.8. Records and Audits. For the purpose of determining compliance with Public N Contract Code 10115, et seq. and Title 21, California Code of Regulations, Chapter 21, Section N 2500 et seq., when applicable and other matters connected with the performance of the contract c pursuant to Government Code 8546.7; the Consultant, subcontractors, and the City shall maintain all books, documents, papers, accounting records, and other evidence pertaining to the performance of the contract, including but not limited to, the costs of administering the contract. All parties shall make such materials available at their respective offices at all reasonable times M during the contract period and for three years from the date of final payment under the contract. The state, the State Auditor, City, FHWA, or any duly authorized representative of the federal £ government shall have access to any books, records, and documents of the Consultant that are pertinent to the contract for audit, examinations, excerpts, and transactions, and copies thereof shall be furnished if requested. Subcontracts in excess of$25,000 shall contain this provision. s Q 3.0. TIME OF PERFORMANCE 3.1. Commencement and Completion of Work. The obligation to perform the professional services to be performed pursuant to this Agreement shall commence within five (5) days from the Effective Date of this Agreement. Said services shall be performed in strict compliance with the Work Schedule attached hereto as Attachment "C" dated March 20, 2013, C`: C°tY�cnncf?!s a!1'fd ti::ittr.fti\3'ieYlfixrrlo\}...u'ri} gs\1(9'tt}:`` }t(lll fs'ITut.1�ti.Sfllh;;ltat'isiTr;7Ci i)'t.z1•Y1."..1!1lJitY-nei rt{iFla�iiyt'7J�`41'<.f.':tlT`l te���.;�� aC}litl;'(ti7r�.1*} .ui�:.• 9.H.b EXHIBIT A and incorporated herein. Failure to commence work in a timely manner and/or diligently pursue work to completion may be grounds for termination of this Agreement. 3.2. Excusable Delays. Neither party shall be responsible for delays or lack of performance resulting from acts beyond the reasonable control of the party or parties. Such acts shall include, but not be limited to, acts of God, fire, strikes, material shortages, compliance with laws or regulations, riots, acts of war, or any other conditions beyond the reasonable control of a ply o U W 4.0. TERM AND TERMINATION a 0 4.1. Term. This Agreement shall commence on the date approved by the City Manager -tM and continue through June 30, 2016, unless previously terminated as provided herein or as m otherwise agreed to in writing by the parties. c L 4.2. Notice of Termination. The City reserves and has the right and privilege of > canceling, suspending or abandoning the execution of all or any part of the work contemplated by this Agreement, with or without cause, at any time, by providing thirty (30) days written ° notice to the Consultant. The termination of this Agreement shall be deemed effective thirty days after receipt of the notice of termination by Consultant. In the event of such termination, Consultant, upon receipt of said notice, shall immediately stop rendering services under this c0 Agreement unless directed otherwise by the City. ,0 0 4.3. Compensation. In the event of termination, City shall pay Consultant for 3 reasonable costs incurred and professional services satisfactorily performed up to and including a the date of City's written notice of termination. Compensation for work in progress shall be M prorated as to the percentage of work completed as of the effective date of termination in accordance with the fees set forth herein. In ascertaining the professional services actually rendered hereunder up to the effective date of termination of this Agreement, consideration shall be given to both completed work and work in progress, to complete and incomplete drawings, •0 and to other documents pertaining to the services contemplated herein whether delivered to the City or in the possession of the Consultant. M M 4.4 Documents. In the event of termination of this Agreement, all documents prepared by Consultant in its performance of this Agreement including, but not limited to, as finished or unfinished design, development and construction documents, data studies, drawings, maps and reports, shall be delivered to the City within ten (10) days of delivery of termination notice to Consultant, at no cost to City. Any use of uncompleted documents without specific E written authorization from Consultant shall be at City's sole risk and without liability or legal expense to Consultant. a 5.0. INSURANCE 5.1. Minimum Scope and Limits of Insurance. Consultant shall obtain and maintain during the life of this Agreement all of the following insurance coverages: •thr! s\1'ttn}�\�3imc.h I'ra.i\4,Etilk.r;iarciinc�^it�ci ..;a;;i, rtm rdinra.tfyca.iC?lt..a!,7i\Woif.lr\Uar.hsnrnl \1t�•1,'.il.; 5 i EXHIBIT A (a) Comprehensive general liability, including premises-operations, products/completed operations, broad form property damage, blanket contractual liability, independent contractors, personal injury with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits,per occurrence and aggregate. (b) Automobile liability for owned vehicles, hired, and non-owned vehicles, with a policy limit of not less than One Million Dollars ($1,000,000.00), combined single limits,per occurrence and aggregate. w a (c) Workers' compensation insurance as required by the State of California. ° 0 (d) Professional errors and omissions ("E&O") liability insurance with policy m limits of not less than One Million Dollars ($1,000,000.00) combined o single limits, per occurrence and aggregate. Consultant shall obtain and L maintain, said E&O liability insurance during the life of this Agreement > and for three years after completion of the work hereunder. g L 0 5.2. Endorsements. The comprehensive general liability insurance policy shall contain or be endorsed to contain the following provisions: L c 0 (a) Additional insureds: "The City of San Bernardino and its elected and 0, appointed boards, officers, agents, and employees are additional insureds with respect to this subject project and contract with City." a (b) Notice: "Said policy shall not terminate, nor shall it be cancelled, nor the M coverage reduced, until thirty (30) days after written notice is given to City." N C (c) Other insurance: "Any other insurance maintained by the City of San y Bernardino shall be excess and not contributing with the insurance a'1 provided by this policy." v M M 5.3. Certificates of Insurance. Consultant shall provide to City certificates of w insurance showing the insurance coverages and required endorsements described above, in a form and content approved by City,prior to performing any services under this Agreement. c 5.4. Non-limiting. Nothing in this Section shall be construed as limiting in any way, s the indemnification provision contained in this Agreement, or the extent to which Consultant may be held responsible for payments of damages to persons or property. a 6.0. GENERAL PROVISIONS 6.1. Entire Agreement. This Agreement constitutes the entire Agreement between the parties with respect to any matter referenced herein and supersedes any and all other prior writings and oral negotiations. This Agreement may be modified only in writing, and signed by Cr:\1.A4113111 ilfsondSURol \} ailpono\Lt:\:ni i sa:n vrnc%rd1 nf.h)o Mud llwnts 4f+4 7.dm- 6 a wn's g, p�! t � r1 hWWWW`W W! EXHIBIT A the parties in interest at the time of such modification. The terms of this Agreement shall prevail over any inconsistent provision in any other contract document appurtenant hereto, including exhibits to this Agreement. 6.2. Representatives. The Director of Public Works or his designee shall be the representative of City for purposes of this Agreement and may issue all consents, approvals and directives on behalf of the City, called for by this Agreement, except as otherwise expressly _ provided in this Agreement. O U W Consultant shall designate a representative for purposes of this Agreement who Q shall be authorized to issue all consents, approvals and directives on behalf of Consultant called ° for by this Agreement,except as otherwise expressly provided in this Agreement. as L ca 6.3. Project Managers. City shall designate a Project Manager to work directly with c Consultant in the performance of this Agreement. E (D Consultant shall designate a Project Manager who shall represent it and be its agent in all consultations with City during the term of this Agreement. Consultant's Project c Manager shall attend and assist in all coordination meetings called by City. ° L 6.4. Notices. Any notices, documents, correspondence or other communications v concerning this Agreement or the work hereunder may be provided by personal delivery, c facsimile or mail and shall be addressed as set forth below. Such communication shall be T deemed served or delivered: a) at the time of delivery if such communication is sent by personal 3 delivery; b) at the time of transmission if such communication is sent by facsimile; and c) 48 a hours after deposit in the U.S. Mail as reflected by the official U.S. postmark if such M communication is sent through regular United States mail. IF TO CONSULTANT: IF TO CITY: o Mr. Mohan Char, Ph.D., P.E. Mr. Robert Eisenbeisz, P.E. v, Vice President City Engineer AECOM 300 North"D" Street 999 W Town& Country Road San Bernardino, CA 92418 M Orange, CA 92868 `„ Tel: (714) 567-2539 Tel: 909-384-5140 E co Fax: (714) 567-2441 Fax: 909-384-5080 c 6.5. Attorneys' Fees. In the event that litigation is brought by any party in connection E with this Agreement, the prevailing party shall be entitled to recover from the opposing party all costs and expenses, including reasonable attorneys' fees, incurred by the prevailing party in the a exercise of any of its rights or remedies hereunder or the enforcement of any of the terms, conditions, or provisions hereof. The costs, salary and expenses of the City Attorney and members of his office in enforcing this contract on behalf of the City shall be considered as "attorneys' fees" for the purposes of this paragraph. 6.6. Governing Law. This Agreement shall be governed by and construed under the C:\Glen u:nrnts and etiitt •;\h_n p<n<.�\I,:xa2 k ttint;r;\7'etrr�\:'l inulc'1 rr.y\ tnl+mardirc:c:ity c r+sa!ib.r! +rdir!:+<t ty r:.i(,)!9?.c+;tu\t�'r>rk\:1 tts3c !mc nt,\}tS t.7..i�x. 7 9H;b EXHIBIT A E; laws of the State of California without giving effect to that body of laws pertaining to conflict of laws. In the event of any legal action to enforce or interpret this Agreement, the parties hereto agree that the sole and exclusive venue shall be a court of competent jurisdiction located in San Bernardino County, California. 6.7. Assignment. Consultant shall not voluntarily or by operation of law assign, transfer, sublet or encumber all or any part of Consultant's interest in this Agreement without City's prior written consent. Any attempted assignment, transfer, subletting or encumbrance o shall be void and shall constitute a breach of this Agreement and cause for termination of this w Agreement. Regardless of City's consent, no subletting or assignment shall release Consultant of a Consultant's obligation to perform all other obligations to be performed by Consultant hereunder d for the term of this Agreement. AML W 6.8 Indemnification and Hold Harmless. Consultant shall protect, defend, indemnify a and hold harmless City and its elected and appointed officials, officers, and employees from any L and all claims, liabilities, expenses, including attorney fees, damage to property or injuries to or > death of any person or persons or damages of any nature including, but not by way of limitation, all civil claims or workers' compensation claims, arising out of or in any way connected with the o intentional or negligent acts, errors or omissions of Consultant, its employees, agents or subconsultants in the performance of this Agreement. 1° c 0 6.9. Independent Contractor. Consultant is and shall be acting at all times as an c independent contractor and not as an employee of City. Consultant shall secure, at its expense, and be responsible for any and all payment of Income Tax, Social Security, State Disability 3 Insurance Compensation, Unemployment Compensation, and other payroll deductions for a Consultant and its officers, agents, and employees, and all business licenses, if any are required, M in connection with the services to be performed hereunder. N 6.10 Ownership of Documents. All findings, reports, documents, information and data including, but not limited to, computer tapes or discs, files and tapes furnished or prepared by .0 Consultant or any of its subconsultants in the course of performance of this Agreement, shall be and remain the sole property of City. Consultant agrees that any such documents or information shall not be made available to any individual or organization without the prior consent of City. M Any use of such documents for other projects not contemplated by this Agreement, and any use w of incomplete documents, shall be at the sole risk of City and without liability or legal exposure E to Consultant. City shall indemnify and hold harmless Consultant from all claims, damages, �o losses, and expenses, including attorneys' fees, arising out of or resulting from City's use of such documents for other projects not contemplated by this Agreement or use of incomplete s documents furnished by Consultant. Consultant shall deliver to City any findings, reports, m documents, information, data, in any form, including but not limited to, computer tapes, discs, a files audio tapes or any other Project related items as requested by City or its authorized representative, at no additional cost to the City. 6.11 Public Records Act Disclosure. Consultant has been advised and is aware that all reports, documents, information and data including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subconsultants, and provided to City may ! Do,a Ttt;.>>.ts and .5:riti�iga\hc.mpc;u�\L.Ch:ctl Sc•tongs\` k!in?\MinuhtTra.l\s nh: rna attadiawrlts\-tiv.1."°.dr:: 9.H.b EXHIBIT A be subject to public disclosure as required by the California Public Records Act (California Government Code Section 6250 et. seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code Section 6254.7, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way, be liable or responsible for the disclosure of any trade secret including, without limitation,those records so marked if disclosure is deemed to be required by law or by order of the Court. 0 U 6.12. Responsibility for Errors. Consultant shall be responsible for its work and results Q under this Agreement. Consultant, when requested, shall furnish clarification and/or explanation w as may be required by the City's representative, regarding any services rendered under this Agreement at no additional cost to City. In the event that an error or omission attributable to CO Consultant occurs, then Consultant shall, at no cost to City, provide all necessary design c drawings, estimates and other Consultant professional services necessary to rectify and correct L the matter to the sole satisfaction of City and to participate in any meeting required with regard > to the correction. g 0 6.13. Prohibited Employment. Consultant shall not employ any regular employee of City while this Agreement is in effect. c 0 6.14. Order of Precedence. In the event of an inconsistency or conflict in this c Agreement and any of the attached Exhibits or Attachments, the terms set forth in this T Agreement shall prevail. 3 a 6.15. Costs. Each party shall bear its own costs and fees incurred in the preparation and M negotiation of this Agreement and in the performance of its obligations hereunder except as expressly provided herein. N C 6.16. No Third Party Beneficiary Rights. This Agreement is entered into for the sole benefit of City and Consultant and no other parties are intended to be direct or incidental beneficiaries of this Agreement and no third party shall have any right in, under or to this Agreement. M N 6.17, Headings. Paragraphs and subparagraph headings contained in this Agreement E are included solely for convenience and are not intended to modify, explain or to be a full or accurate description of the content thereof and shall not in any way affect the meaning or interpretation of this Agreement. E 6.18. Construction. The parties have participated jointly in the negotiation and drafting Q of this Agreement. In the event an ambiguity or question of intent or interpretation arises with respect to this Agreement, this Agreement shall be construed as if drafted jointly by the parties and in accordance with its fair meaning. There shall be no presumption or burden of proof favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement. Q\Documwrnts and 5cfiinl;y\herai�ono\Local Sottin,5\°t'tmp\:`airn.uzTra+?\s,+ii erlc+r.+an.n_tl,�ar!wri.nbcnttar;linc .ttyca.TQM2.com\Work\ALt+rhrrmoJ.0.:6?17.c?oc; 9 9.H.b EXHIBIT A 6.19 Amendments. Only a writing executed by the parties hereto or their respective successors and assigns may amend this Agreement. 6.20. Waiver. The delay or failure of either party at any time to require performance or compliance by the other of any of its obligations or agreements shall in no way be deemed a waiver of those rights to require such performance or compliance. No waiver of any provision of this Agreement shall be effective unless in writing and signed by a duly authorized representative of the party against whom enforcement of a waiver is sought. The waiver of any right or remedy o with respect to any occurrence or event shall not be deemed a waiver of any right or remedy with w respect to any other occurrence or event, nor shall any waiver constitute a continuing waiver. Q 0 w 6.21. Severability. If any provision of this Agreement is determined by a court of competent jurisdiction to be unenforceable in any circumstance, such determination shall not m affect the validity or enforceability of the remaining terms and provisions hereof or of the c offending provision in any other circumstance. C d 6.22. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original. All counterparts shall be construed together and shall c w constitute one agreement. * �a L 6.23. Corporate Authority. The persons executing this Agreement on behalf of the o parties hereto warrant that they are duly authorized to execute this Agreement on behalf of said parties and that by doing so, the parties hereto are formally bound to the provisions of this -°a L Agreement. 1° 3 a 6.24 Damages. The Parties agree to waive any rights to incidental or consequential M and punitive damages arising out of performance under this Agreement whether in torts or in contracts or in law or in equity. N C 7.0 SUBCONTRACTING a� A. The Consultant shall perform the work contemplated with resources available within its own organization; and no portion of the work pertinent to this contract shall be M subcontracted without written authorization by the City's Project Manager, except that which is r expressly identified in the approved Fee Proposal. E a� �a B. Any subcontract in excess of$25,000 entered into as a result of this contract, shall contain all the provisions stipulated in this contract to be applicable to subcontractors. E C. Any substitution of subcontractors must be approved in writing by the City's Q Project Manager. 8.0 EQUIPMENT PURCHASE A. Prior authorization in writing by the City's Project Manager is required before the Consultant enters into any unbudgeted purchase order, or subcontract exceeding $5,000 for Dgx-wiwn;'..s and 5�itinz s\hens{?eno\Lc:cal 10 Now— Si ttir�z;s\T�Fr;lr\ tinu f,-t'raa\sin 1*_�rn.ardi nc�:i tyca Jt'sanbernlrcti.n<x:i!yi<<.':t��{�.c::,nr\Gti�c,rk,\Att�r��}i.nunts\:(-rl'.,l+:u: �` 9.H.b EXHIBIT A supplies, equipment, or services. The Consultant shall provide an evaluation of the necessity or desirability of incurring such costs. B. For purchase of any item, service or consulting work not covered in the Consultant's Fee Proposal and exceeding $5,000, prior authorization by the City's Project Manager is required; three competitive quotations must be submitted with the request, or the absence of bidding must be adequately justified. C. Any equipment purchased as a result of this contract is subject to the following: w "The Consultant shall maintain an inventory of all nonexpendable property. Nonexpendable a property is defined as having a useful life of at least two years and an acquisition cost of$5,000 ° or more. If the purchased equipment needs replacement and is sold or traded in, the City shall receive a proper refund or credit at the conclusion of the contract, or if the contract is terminated, m the Consultant may either keep the equipment and credit the City in an amount equal to its fair c market value, or sell such equipment at the best price obtainable at a public or private sale, in E accordance with established City procedures; and credit the City in an amount equal to the sales > price. If the Consultant elects to keep the equipment, fair market value shall be determined at the Consultant's expense, on the basis of a competent independent appraisal of such equipment. o Appraisals shall be obtained from an appraiser mutually agreeable to by the City and the Consultant, if it is determined to sell the equipment, the terms and conditions of such sale must y be approved in advance by the City." 49 CFR, Part 18 requires a credit to Federal funds when c00 participating equipment with a fair market value greater than$5000.00 is credited to the project. w 0 V D. All subcontracts in excess $25,000 shall contain the above provisions. 3 a 9.0 CONFIDENTIALITY OF DATA M M N A. All financial, statistical, personal, technical, or other data and information relative to the City's operations, which are designated confidential by the City and made available to the Consultant in order to carry out this contract, shall be protected by the Consultant from 0 unauthorized use and disclosure. CD B. Permission to disclose information on one occasion, or public hearing held by the M City relating to the contract, shall not authorize the Consultant to further disclose such N information, or disseminate the same on any other occasion. E ED C. The Consultant shall not comment publicly to the press or any other media regarding the contract or the City's actions on the same, except to the City's staff with E Consultant's own personnel involved in the performance of this contract, at public hearings or in response to questions from a governmental committee. a D. The Consultant shall not issue any news release or public relations item of any nature, whatsoever, regarding work performed or to be performed under this contract without prior review of the contents thereof by the City, and receipt of the City's written permission. E. Any subcontract entered into as a result of this contract shall contain all of the provisions of this Section. C:\U;i clinlelii:;and set tings\3us7nr+cllo\E.o ii}. �!ii f�l71 iy K\Ti,?ISI.�i\�311117 t`�,`.ill�\:i;ll l�`Cl7hi1'll i]ihi.[::}'Cd"Slilt7,'CIIdTC�t L Y(?C1 ft'Ci).[�,)�1-.C�?;ti\�'�'i)Y:1<\\�(;iC�'lti'Li:7i�4�nb•�",i�OC 9.H.b EXHIBIT A F. All information related to the construction estimate is confidential, and shall not be disclosed by the Consultant to any entity other than the City. 10.0 REBATES,KICKBACKS OR OTHER UNLAWFUL CONSIDERATION The Consultant warrants that this contract was not obtained or secured through rebates kickbacks or other unlawful consideration, either promised or paid to any City employee. For breach or o violation of this warranty, City shall have the right in its discretion; to terminate the contract w without liability; to pay only for the value of the work actually performed; or to deduct from the a contract price; or otherwise recover the full amount of such rebate, kickback or other unlawful ° consideration. L 11.0 PROHIBITION OF EXPENDING LOCAL AGENCY STATE OR FEDERAL o FUNDS FOR LOBBYING E d A. The Consultant certifies to the best of his or her knowledge and belief that: 1. No state, federal or local agency appropriated funds have been paid, or will be c paid by-or-on behalf of the Consultant to any person for influencing or attempting to influence an officer or employee of any state or federal agency; a Member of the State Legislature or United States Congress; an officer or employee of the Legislature or Congress; or any employee c of a Member of the Legislature or Congress, in connection with the awarding of any state or - federal contract; the making of any state or federal grant; the making of any state or federal .°° loan; the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any state or federal contract, grant, loan, or cooperative a agreement. M M N 2. If any funds other than federal appropriated funds have been paid, or will be ^, paid to any person for influencing or attempting to influence an officer or employee of any r_ federal agency; a Member of Congress; an officer or employee of Congress, or an employee of a 0 Member of Congress; in connection with this federal contract, grant, loan, or cooperative > agreement; the Consultant shall complete and submit Standard Form-LLL, "Disclosure Form to W Report Lobbying,"in accordance with its instructions. M N r B. This certification is a material representation of fact upon which reliance was E placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, US. Code. Any person who fails to file the required certification shall be subject to a civil penalty of E not less than $10,000 and not more than$100,000 for each such failure. C. The Consultant also agrees by signing this document that he or she shall require a that the language of this certification be included in all lower-tier subcontracts, which exceed $100,000, and that all such sub recipients shall certify and disclose accordingly. C':\1??�t:r;r�tits anc.5r•tkhi��\lx�tttx,cno\!..(R'ai Setting, \I invwit% a.IQ.%J2.Con1\SNoyk\ 1tta�tirieyiks\�t�i'.<l;x: 12 ''j W EXHIBIT A AGREEMENT FOR SERVICES FOR THE DESIGN OF THE MT. VERNON AVENUE OVERHEAD REPLACEMENT PROJECT, BRIDGE NO 54C-0066, CIP PROJECT NO. SSO4-012 AND FEDERAL AID PROJECT NO. BRLS-5033 (042). IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their respective authorized officers, as of the date first above written. CITY OF SAN BERNARDINO, CONSULTANT o A Municipal Corporation AECOM Technical Services, Inc. w a O r d at By m` Allen Parker, City Manager Signature o c L d Name and Title O Y V L M C O Approved as to form: v 0 13 James F. Penman, 3 City Attorney a r w � G// M By: N C O U) d M M N w E L tm M �V d E U Rf Y Q ' :\Docl inonts and 5C-t6itg3\N,-ilponn-Local 5c>ttinis\"i.'ear„p\�t1.i2utiTru�\;;�uii.krn�ir�iincx:ih,�ca�^_saiiibezr.rtrdie,�;�it�c�,.l:t;7;�tw:.>tiT\Work\r\tix,ilTnn�nts\•3.t dl.�luc 13 WWWW 9.H.c Q O V w Q 0 d a� v �L m 0 L Cr G L 0 V ATTACHMENT "A" 0 L SCOPE OF SERVICES M M N Q C d t V !C r+ a d d Co W- 0 m a 0 0 c a� E ca r r Q Packet Pg. 257 II SCOPE OF WORK FOR CONSULTANT SERVICES FOR PLANS, SPECIFICATIONS,AND ESTIMATES (PS&E)AND RIGHT-OF-WAY ACQUISITION v FOR a 0 MOUNT VERNON AVENUE OVERHEAD REPLACEMENT PROJECT a� BRIDGE NO. 54C-0066 c m CIP PROJECT NO. SSO4-012 0 c L FEDERAL AID PROJECT NO. BRLS-5033 (042) r APRIL 2013 L 0 V 1.1 PROJECT DESCRIPTION r 0 U 1.1-1 Background 0 a The City of San Bernardino (City) has obtained funding through the Federal Highway 3 Bridge Program(HBP) program for replacement of the Mount Vernon Avenue Overhead(Bridge Q No. 54C-0066) Bridge Replacement Project. The HBP funding will be matched by local funds. N Currently, the City is proceeding with development of the Plans, Specifications, and Estimates a (PS&E) for the replacement of the grade separation Project at the Burlington Northern Santa Fe Railway (BNSF) Intermodal Yard, Southern California Regional Rail Authority ( SCRRA or r Metrolink), AMTRAK and Mount Vernon Avenue, in the City of San Bernardino, in San N as Bernardino County, California. For purpose of this Scope of Work, the structure to be replaced a� will be referred to as the Mount Vernon Avenue Bridge. N 0 d a 0 1.1-2 Location and Limits N The Mount Vernon Avenue Bridge is located between 2nd and 5th Streets on Mount Vernon Avenue in the City of San Bernardino. w a 1.1-3 Statement of Intent Subject to the conditions contained in the Request for Proposal (RFP), it is the intent of the City to award a professional services Agreement to provide engineering services including 1 of 91 Packet t?'g;_258 He supplemental environmental document support, preparation of PS&E, right-of-way engineering and support during construction of the grade separation Project. 1.1-4 General Project Description and Purpose The Mount Vernon Avenue Bridge was constructed in 1934 and is 1,016 feet long and 49 p U feet wide. It carries four traffic lanes, two in each direction with raised sidewalk adjacent to Q 0 traffic lanes on each side. The lane widths and sidewalk widths are substandard. The bridge has been rated by the California Division of Structure Maintenance & Investigations as Structurally m` Deficient and Functionally Obsolete. In 2004, Caltrans established the Sufficiency Rating for c the bridge as 2.0 after cracks were found in the main steel girders support the bridge. The bridge was closed by the City for 6 months while timber shoring supports were installed to carry loads L in the vicinity of the cracks. In 2008, the City enacted an Ordinance prohibiting commercial E trucks from using the bridge. 0 U w O The purpose of the Project is to replace the existing overhead bridge to improve seismic 2 0 performance, provide standard vertical clearance over the rail tracks and comply with AASHTO a roadway cross section standards. An environmental document has been developed and includes M geometries for replacement of the overhead bridge and both approaches. The Consultant is to a establish and confirm the geometries for the Project and subsequently develop all necessary construction documents and approval to build the Project. a The Consultant will be tasked to provide the following services in connection with the Mount Vernon Avenue Bridge Replacement Project: O • Design the replacement of the existing bridge over BNSF/SCRRA/AMTRAK lines. a O • Design all necessary roadway improvements to provide 4 lanes of traffic, curbs, in sidewalk on each side, street lights and protective bridge railing simulating the E historic architecture of the existing 1934 bridge. 0 • Design two Shoofly Tracks in the BNSF yard (including intermodal yard elements a and modifications). • Design retaining walls. • Conduct Geotechnical, Material and Foundation Investigations and prepare Reports 2of91 • Complete Phase II Hazardous Waste Investigation, Recommendations, and Mitigation implementations. • Design drainage modifications. • Conduct utility research and facilitate necessary relocations • Design signage and signalization to include modifications to the existing traffic signal p 0 at 2nd Street and Mount Vernon Avenue. a 0 • Design traffic and Pedestrian detour analysis,recommendations and design. 0 co • Design and coordinate Bridge Demolition and Construction Staging with minimum m impact to the BNSF, SCRRA and AMTRAK facilities and operations. c P • Conduct aerial topography. • Conduct design surveys • L Prepare engineering documents for acquisition of right-of-way. • Assist City in right-of-way acquisition (including utility agreements and full c 0 coordination.) v 0 • Design improvements in support of right-of-way acquisition. 13 • Design overhead Bridge Architectural Aesthetics per Memorandum of Agreement a (MOA) with State Historic Preservation Officer. M co • Design compliance with National Pollutant Discharge Elimination System (NPDES) a including temporary and permanent Best Management Practices (BMP's) • Design landscaping and irrigation system • Design lighting Q • Coordinate permitting • Facilitate Public Utilities Commission (PUC) Order to Construct co • Facilitate PUC and Railroad Construction and Maintenance agreement. 0 as • Coordinate with Caltrans Local Assistance Procedures Processing including all 0 necessary documentation. c d • Provide design support during construction. E • Assist in project close-out. Q 3 of 91 i 1.2 STANDARDS 1.2-1 Conflicts/Design Exceptions In the event that any non-standard features become necessary during the design, Consultant shall document and prepare the necessary design exceptions following Caltrans guidelines modified to fulfill requirements of compliance with approval of HBP funding. w Consultant shall certify Project including PS&E in accordance with Caltrans Local Assistance c Procedures. a� L m _ 1.2-2 Plans, Specifications and Estimates (PS&E) E d PS&E shall be prepared in English units and in accordance with the requirements of the > City's design policy and procedure documents. The design shall conform to the latest editions of c w applicable standards and Caltrans LAPM. The Consultant shall furnish and compile Roadway L plans electronically in AutoCAD software. The development of the plan sheets will be based on `o U engineering design, calculations, investigations, and reports. o L As part of the work involved in the preparation of the PS&E, the Consultant shall prepare a Special Provisions pertaining to items of work included in the plans that are not addressed in the N latest edition of Standard Specifications for Public Works Construction for Roadway items of work, latest edition of Caltrans Standards Specifications and Standard Special Provisions for Bridges and Structures items of work, and latest edition of AREMA and BNSF Standards for Railroad items of work. Consultant shall furnish and compile Special Provisions using Microsoft N d Word conforming to City format and content, including City contract administration d requirements. 4- 0 m a 0 1.2-3 Reference Materials in w Consultant shall utilize the following documents; however the Consultant shall make use E of additional reference material as appropriate. Consultant shall also be responsible for ensuring �o r the most recent version of all reference materials are used, including any addenda and errata. a • A Policy on Geometric Design and Highways and Streets (AASHTO) • California Public Utilities Commission(CPUC) General Orders Requirements 4 of 91 Pacl�El=t�g.261 • California Regional Water Quality Control Board Requirements • Manual of Uniform Traffic Control Devices (MUTCD) • MUTCD California Supplement • Standard Specifications for Public Works Construction(SSPWC) • Caltrans Right of Way Manual p v • City Standard Drawings and Specifications a 0 • Applicable Local Codes and Manuals as • Construction Best Management Practices (BMPs) CO • BNSF Design Guidelines for Industrial Track Projects c • BNSF Railway — Union Pacific Railroad Guidelines for Railroad Grade Separation Projects • BNSF Utility Accommodation Policy • SCRRA c 0 • American Railway Engineers Association (AREA) Standards U 0 • American Rail Engineers Maintenance Association(AREMA) Standards 2 0 • Caltrans Local Assistance Procedures Manual (LAPM) a • Caltrans Standard Plans M M • Caltrans XS Sheets a • Caltrans Design Manuals • Caltrans Standard Specifications and Standard Special Provisions Note: The above listing of standards is not in order of precedence and the Caltrans a LAPM shall be the controlling document for preparation of the PS&E, unless preempted by more specific documents. CO w 0 m 1.3 DESIGN CRITERIA 0 Cn w The following is a general list of specific design criteria, which shall be adhered to. This d E list is not comprehensive and other standards may apply. Consultant shall adhere to all criteria 0 r applicable to the Project as a matter of standard of practice. a 5 of 91 Packet Pg�=262 i 1.3-1 Drafting Structures, Railroad, Roadway and related plans shall be prepared on 24" x 36" plan and profile sheets acceptable to the City. The title/signature block shall be provided by the City in AutoCAD format. The size and clarity of lettering on plan sheets shall require special attention, as final contract plans are half size. The size lettering on plan sheets shall be a minimum of one- 0 0 U tenth of an inch in height. Plans, which are illegible or otherwise difficult to read full size and/or w a ° after reduction, shall not be accepted. m 1.3-2 Roadway c L Consultant shall adhere to City of San Bernardino design policy and standards; however AASHTO Standards shall be met if those are more stringent in compliance with HBP M L ° requirements. ° L ° Geometric Approval Drawings 0 The alignment and geometry will be based on preliminary engineering drawings M �o developed during the preliminary engineering / environmental document phase. The alignment a and geometry shall be in accordance with City design policy and standards, AASHTO Standards M and updated traffic analysis. The proposed improvements for this project will provide for two a lanes in each direction with left turn pockets at the intersections. The roadway will transition to meet the existing road cross-sections at each end of the project. The design shall provide ADA compliant pedestrian access ramps at all necessary street crossings. The design will ensure a adequate access is provided to all adjacent private properties. The road profile will account for the bridge structure depth and provide for vertical clearances over the railroad tracks per BNSF N and Metrolink requirements. ° d Q. ° V U) Roadway Plans/Profiles/Typical Sections d The alignment and geometry for the PS&E development will be based on geometric = approval drawings approved by the City. The roadway improvement plans shall consist of detail 2 a plans,profiles, cross sections, and construction details in accordance with the City standards. 6 of 91 The roadway plans shall include the geometric alignment and layout data for the roadway improvements, lane configurations, pedestrian facilities, structures, and access to adjacent properties. The roadway plans shall be coordinated with the other work elements such as drainage, grading, structures,utilities, signals, and landscaping. 0 U Offsite Grading and Improvement Plans < Q 0 Offsite grading and improvement plans shall specify the reconstruction of the areas d CD adjacent to the new roadway to accommodate grade changes and transition improvements to the m existing facilities and adjacent sites. Plans shall show reconstruction and new installations of 0 c L offsite facilities such as driveway reconstruction, parking lot modifications, walls, fences, gates, retaining walls, landscaping areas and slopes. Where work occurs outside the right of way, the L work shall be coordinated through the City with the property owner,business, and or residents. 0 L 0 Retaining Wall Improvement Plans L) w 0 Retaining wall improvement plans shall be prepared showing the plan layout and profile a 0 for the retaining wall structures necessary to retain the road embankments. The walls are a assumed to be standard cantilevered concrete walls. The improvement plans will show wall M sections and wall details. Adjacent grading will be shown on the retaining wall plans. a r c d E Signing and Striping Design Plans Z Consultant shall field check and prepare an existing sign inventory within the project N as limits. Existing signs and striping will be modified as required for the proposed roadway 0 improvements. Consultant shall prepare traffic signs and striping plans in accordance with the 0 Manual on Uniform Traffic Control Devises (MUTCD) and the California Supplement. The Q. 0 plans will be prepared in conformance with the City requirements. vO 4) E Traffic Control Pans a A road closure of Mount Vernon is anticipated due to the constraints of project construction and BNSF restrictions. Consultant shall prepare traffic detour plans showing the construction zone area, temporary traffic control devices, temporary striping and lane transitions 7 of 91 Packet Pg. 264 9 H°c to existing, and the removal of all the conflicting pavement markings and signs during construction. The necessary detour plans will be prepared to conform to the general requirements of the City,with consideration for the needs of the Contractor's construction operations. Traffic Signal Plans v w Consultant shall prepare traffic signal modification plans for the Mount Vernon/2nd c Street Intersection. The plans will include existing and proposed traffic signal poles, mast arms, safety lighting, vehicle signal and pedestrian head modifications to conform to the proposed m roadway widening, per the current City/State Standards and based on the Manual on Uniform c d Traffic Control Devises (MUTCD) and the California Supplement. The completed traffic signal > facilities and pedestrian crossing facilities at the ultimate locations will meet current City o Standards and ADA requirements and will be consistent with the ultimate intersection lane L configurations. The modification of the traffic signal will also include replacement of detector c U loops, video detection, extension of conduits, and replacement of pullboxes. Consultant shall 0 M E. prepare temporary traffic signal modification plans as necessary during construction to detour traffic around the construction areas. a v M M N Storm Water Pollution Prevention Plan (SWPPP) a Consultant shall prepare Storm Water Pollution Prevention Plans to address construction E w BMP needs during the construction stage. Storm Water Pollution Prevention Plans shall be in a accordance with current NPDES requirements. d A Storm Water Data Report will be prepared to identify all post-construction BMP's to 0 a) be used and applicable BMP design calculations. A BMP exhibit will be included to identify all o the BMP locations. The Consultant will meet with City Road Department Maintenance Division y _ to discuss any potential BMP device maintenance issue for the project as well. E r Q 1.3-3 Roadway Bridge Overhead Consultant shall adhere to Caltrans design standards and guidelines. 8 of 91 . , 265 1.3-4 Design Surveys Consultant shall perform design surveys, including mapping, necessary to complete a constructible PS&E. This includes horizontal and vertical control drainage surveys, topographical surveys, cross sections, grid grades, open-ended traverse, profile data sheets, three line profiles, field surveys, and required documentation. Survey work under the bridge may p 0 require permits form the various railroad entities that operate under the bridge. a 0 m as 1.3-5 Electrical and Signal Design m The electrical and signal analysis and design shall be performed by the Consultant for the c Project in accordance with Caltrans Standard Plans and Specifications. Provide lighting plans for all roadway and bridge improvements as required by the Project. Additionally, Consultant L shall analyze and design temporary and permanent signal and traffic control systems for railroad ° w and roadway including detour route. 0 v 0 1.3-6 Right of Way Consultant shall conduct all right-of-way negotiation and acquisition in strict accordance a with the Caltrans Local Assistance Program Manual, subject to restrictions noted below. M M Consultant shall identify preliminary right-of-way impacts including easement requirement and a utility facility replacement easements; prepare applicable right-of-way plats, deeds, dedications c as and other necessary documents for right-of-way acquisition, and submit property agreements/deeds to the City for acceptance. All communication with property owners, both a to verbal and written shall be subject to supervision by the City's Real Property Official. All right- of-way documents shall be prepared by the Consultant in the name of the City and shall be Cn approved by the appropriate City Official. The City shall pay the cost of purchasing the right-of- o m Q. way. 0 m w c d 1.3-7 Utilities E The Consultant shall conduct existing utility research for all public and private utilities w a within the project limits to identify, locate, and accurately layout all underground improvements. A Preliminary Utility Conflict Plan shall be prepared to identify the utilities that are in potential conflict with the project improvements. The Preliminary Utility Conflict Plan shall be utilized to 9of91 Parke#Pg.266 develop a Pothole Plan, which shall be used to precisely locate and identify the underground utility: horizontally and vertically, material type, and characteristics. Coordination with the respective Utility Owners shall be performed to determine their requirements for, and procedures to, pothole their facilities. This pothole work will be monitored by the Consultant and once this pothole work is complete the Consultant will compile the results and finalize the pothole plan for p U use by the project team and/or if it is determined that the City shall pothole to locate utilities. If a 0 it is determined that the City shall pothole, the Consultant shall select a Specialty Pothole Contractor to perform the pothole services. The Pothole Contractor shall obtain the necessary m permits from BNSF/SCRRA/AMTRAK, the City, and others as necessary, including traffic c F control plans for the pothole work. This pothole work will be monitored by the Consultant and once this pothole work is complete, the Consultant shall compile the results and finalize the L pothole plan for use by the project team. r L r C The Consultant shall identify all utilities that could potentially conflict with the planned w 0 project, and determine special requirements for facilities including protection, relocation, right- a �a of-way, easements and construction. The Consultant shall coordinate with the utility companies a to schedule the relocation of the utilities prior to the start of construction. The Consultant will M schedule and hold separate utility coordination meetings as needed, with the utility company a representatives to provide and clarify project information and to monitor their progress with their relocation planning and construction. The Consultant will document all meetings, contacts, �a phone calls, and correspondence with regards to the utility coordination; follow Caltrans Local a Assistance Guidelines for Utility Relocations as presented in Chapter 13; and maintain a Caltrans recommended filing system for the utility coordination work, which eventually will lead to Right of Way Certification-Utility. Consultant shall prepare a draft Public Utilities Commission (PUC) 0 d application and coordinate necessary meetings on behalf of the City. 0 co Consultant shall design City owned utility relocations, such as sewer, water and street r c a� lights. Consultant shall design the City Utility relocations per the City's standards. Consultant s shall perform the necessary coordination to define the City's utility relocation requirements. r Q The Consultant may be held responsible for the cost of delays incurred while awaiting the relocation of known and obviously conflicting private or public utilities or facilities that are not property identified on plans as needing to be relocated during construction. 10 of 91 Packet Pgh7 Y Consultant shall prepare three letters of notification to utilities and submit to the City Engineer for signature. The first letter shall consist of Project Description, a location map, a detail map and other information as required by the City. The first letter shall be sent to all utility companies that operate in the San Bernardino area. The second letter shall be sent to those p U utility companies that indicate a conflict may exist. It will consist of the project description and a 0 plans of sufficient detail to allow the utility to precisely determine if a conflict exists and to as determine what measures need to be taken. The third letter is the final notification to utilities CO that have indicated a conflict. It will contain the latest set of plans with instructions to the utility o _ companies to proceed with any action needed to protect or relocate the conflicting utilities. The City will pay any fee or charges associated with design and/or relocation of utilities if the City is L found not to have "Prior Rights". �a L 0 Note: Potholing under the bridge may require one or more permits from the various L) 0 railroad entities that operate under the bridge. -a 3 a 1.3-8 Landscape and Irrigation M Consultant shall develop the landscape and irrigation design within the Project limits in a accordance with standards of the City Development of Parks and Recreation. In general, it is proposed to landscape and irrigate all areas within the right-of-way, including all slopes and parkways. Replacement of landscaping may also be required in areas disturbed by the work that a are outside the right-of-way of Mount Vernon Avenue. d 1.3-9 Drainage o a� Consultant shall develop drainage plans in accordance with City and Railroad Design 0 Standards as applicable. a� E s It is anticipated that additional drainage inlets are needed along the new Mount Vernon w a bridge and roadway as well as the frontage roads. Plan and profile design for proposed drainage facilities will be completed according to the City drafting standards. 11 of 91 A Drainage Report will be prepared to include delineation of tributary areas for each proposed drainage inlet, SBCFCD Rational Method hydrology calculation, drainage inlet calculations by using LACFCD Hydraulic Design Manual and Water Surface Pressure Gradient (WSPG by LACFCD) calculation for pipe systems to support the design of all proposed drainage facilities. p U W Q O The drainage scope above assumes the following: a� m • As-built drawings, where available, for existing public drainage facilities will be c c provided by the City. • City will handle the R/W acquisition. g • L There are no as-built for any existing private drainage facilities. • Crossings to all existing utilities will require potholing. • Revisions or modifications of any Master Drainage Plan or any other offsite w O hydrology calculations will not be required. Master Drainage Plan and offsite M. hydrology is assumed to represent the actual and/or planned drainage conditions. a • Rational Method analysis shall be sufficient for design of local drainage facilities. M M Unit hydrographs calculations for any retention and detention sizing will not be a required. c d • Hydrologic and hydraulic data on any Master Drainage Plan facilities is assumed R to be correct and no further verification of that data is required. a • Sedimentation analyses are not required. • Floodplain Evaluations and FEMA Flood Map Revision (e.g. LOMR/CLOMR) d co will not be required. o a) 0. 0 0 m 1.3-10 Coordination with Railroad Operations m BNSF, SCRRA and AMTRAK currently operate on lines underneath the bridge. .Ec Coordination with the railroad operations is expected to be a major factor in the design and Q construction of the removal and replacement of the bridge. Considerable work was done regarding construction phasing during the Value Analysis. Demolition and new construction may need to be done form the bridge deck downward because of the railroad restrictions on 12 of 91 1? c49, working in the rail yard. Suggestions have arisen that it may be possible to use the existing bridge. If this approach is taken shoring of the existing bridge for construction loading would be required. It has also been suggested that a strategy to demolish the existing bridge right away would lead to the quickest bridge replacement method with the least impact to railroad operations. Both of these alternatives will be fully evaluated during the Type Selection phase of p U the project. Q O as as Consultant shall be responsible for all aspects of coordination with the railroad entities m for removal of the existing bridge and construction of the new bridge. That coordination shall c F include negotiation of a Construction & Operation agreement with the City, Public Utility Commission (PUC) and the railroad entities. All negotiations shall be conducted in the presence L of the City Engineer and/or designee. w U c0 L .Id O 2 GENERAL CONDITIONS AND REQUIREMENTS O L 2.1 PROJECT GENERAL CONDITIONS AND REQUIREMENTS 3 a 2.1-1 Consultant shall carry out the instructions as received from City Engineer and/or designee M N and shall cooperate with other agencies, and other consultants working on the Project. a r c as E 2.1-2 It is not the intent of the foregoing paragraph to relieve the Consultant of professional �a r responsibility during the performance of this Agreement. In those instances where q Consultant believes a better design or solution to a problem is possible, Consultant shall promptly notify the City Engineer of these concerns,together with the reasons therefore. y O d Q. 2.1-3 Consultant shall be responsible for the accuracy and completeness of the reports, plans 0 m specifications, estimates, and related material prepared by Consultant for the Project. d Consultant shall independently check and identify the engineer and checker for all such material prior to any submittal. The plans, concepts, reports, and documentation may be a reviewed by City, and/or City's designee for conformity to constructability and overall Project consistency. Reviews by City, and/or City's designee, BNSF, SCRRA, AMTRAK or other agencies will not include a detailed review or check of design of 13 of 91 PaclCt Pg 270 9.H.c major components and related details, or the accuracy with which such designs are depicted on the Plans. 2.1-4 Neither Consultant nor its subcontractor shall incorporate materials, or equipment of single or sole source origin without prior written approval of City. p U W 4 O 2.1-5 The plans, specifications, estimates, calculations, reports, and other documents furnished d CO under this Project shall be of a quality acceptable to the City, BNSF, SCRRA, AMTRAK a m and other reviewing agencies. The minimum criteria for acceptance shall be a product of c F neat appearance that is well organized, technically and grammatically correct, and thoroughly checked. The appearance, organization and content of the drawings shall be to applicable standards. Consultant shall be responsible to bring work up to quality `° U required for acceptance of the work by the City and other agencies. O U O 2.1-6 The page identifying preparer of engineering reports, the title for specifications and each -a R sheet of plans shall bear the professional seal, certificate number and expiration date, a registration classification, and the signature of the professional engineer(s) responsible M M for their preparation; however, signed plans and/or reports shall not be submitted to 4 Caltrans, BNSF, SCRRA or AMTRAK without specific approval of the City Engineer and/or designee. w r 4 2.1-7 The Consultant shall maintain a set of Project files that are indexed in accordance with a filing system accepted by the City. Files shall be maintained in the Course of Project Cn development electronically. The Consultant shall submit a proposed comprehensive c d filing system to City for concurrence. The City may audit filing at intervals it deems 0 ca reasonable. c d E s 2.1-8 Upon completion of this Project, all files and correspondence shall be turned over to the .2 a City. This includes all working data, field data, and background information used in creating the Deliverable identified in the Scope of Work. 14 of 91 ..Pa�kePg Y1 i 2.1-9 Consultant shall submit all final plans on CD ROM in AutoCAD (Version 2007 or later) file format in accordance with specified standards of reviewing agency requirements. However, the City shall require all drawings in AutoCAD at the conclusion of the Project. All electronic files shall include the engineer's electronic signature and seal. O U 2.1-10 To assist in understanding Agreement objectives and requirements, Consultant shall hold W a 0 regular meetings with the City and stakeholders, as applicable, as needed, and subject to CD concurrence by the City. If the original established schedule is insufficient, Consultant m shall hold additional meetings as necessary. The primary purpose of these meetings is to c F discuss work objectives, Consultant's work schedule, the terms of the Agreement and other related issues. In addition, the meetings shall serve as a forum for resolving issues L related to the PS&E development. 0 r c 0 2.1-11 Consultant may establish direct contact with governmental regulatory and resource U 0 agencies and others in order to obtain information, expertise,and assistance in developing a R baseline data and resource inventories. Consultant shall maintain a record of such contact a and shall transmit copies of those records to City on a regular basis. At a minimum,these M M records shall be transmitted monthly or more frequently, when the content or extent of a the records so warrants. c a� E U 2.1-12 The City shall retain responsibility for final consultation, both informal and formal, with Q state, federal, BNSF, SCRRA, AMTRAK and local agencies regarding Project permitting, mitigation and compensation proposals. w 0 m 2.1-13 Consultant shall comply with OSHA regulations regarding safety equipment and 0 procedures. While working on the job site, Consultant's personnel shall wear white hard w c d hats, rubber soled shoes, and appropriate safety vests. Consultant shall provide the City E U with a copy of its Injury and Illness Prevention plan(IPP) and evidence of training. w a 2.1-14 Consultant shall designate a California Land Surveyor as Surveys Manager who shall coordinate Consultant's surveying operations. The Surveys Manager shall be responsible 15 of 91 �r for all matters related to Consultant's surveying operations, but shall coordinate with Consultant's Project Manager. 2.1-15 Surveys performed by Consultant shall conform to the requirements of the Land Surveyors Act and per City's direction. In accordance with the Act, "responsible charge" p U for the work shall reside with a pre January 1, 1982, Registered Civil engineer or a a 0 Licensed Land Surveyor, in the State of California. d CD L m 2.1-16 Where this Scope requires Consultant to prepare and submit studies, reports, plans, etc., c F to the City and other agencies, these materials shall be submitted in draft form to the City first and the opportunity provided for the City to review the item prior to submittal to the L reviewing agency. »r �a L Y 0 2.1-17 Throughout the design the Project, Consultant shall consider least cost alternatives L) w 0 analysis for major Project components, where appropriate. ca 3 Q 2.1-18 The City Engineer or designee shall administer Consultant Agreement and provide M M general direction to Consultant. Consultant is responsible for providing a Quality Q Assurance Program. City, SCRRA, BNSF and other agencies are only responsible for providing verification of Independent Quality Assurance of the PS&E, require reports, and work product. a N d V 3 STATEMENT OF WORK co 0 This Statement of Work Section encompasses all the tasks including optional tasks for o 0 the execution of the Mount Vernon Avenue Overhead (Bridge No. 54C-0066) Bridge N c Replacement Project during PS&E and Right-of-Way Acquisition Phases. r TASK 1 - PROJECT MANAGEMENT/COORDINATION/ADMINISTRATION Q Performed by AECOM Team 16 of 91 i This covers Project management services including the requirements for meetings, schedules,progress reports, invoicing, and administration of Consultant's work. Task 1.1 - Project Management Plan WBS 100.1 S.05, Performed by AECOM Team p U W Within 14 days of the Notice to Proceed, Consultant shall deliver a comprehensive 0 w Project Management Plan to communicate the scope of work, constraints, and technical CD requirements to all Project participants. The plan shall identify the procedures and technical m requirements that are to be followed in developing the PS&E package. The Project management d plan shall also describe the responsibilities of each participant in the Project. > The following items shall be included in the Project Management Plan: `o w L • Project description 0 U • Project map o • Scope of work and task listing 3 • Project organization Q • Key Project staff names and responsibilities N • Project Schedule (Microsoft Project Critical Path Schedule) a r C • Applicable design standards and codes listing • Applicable computer software programs r • Communication procedures ' as • Project and electronic document filing index m • Quality management procedures N 0 • Risk assessment register a 0 0 CO r Prior to distribution, the Project Management Plan or equivalent shall be approved by the m E City Engineer and/or designee. A copy of the Project Management Plan should be given to each Project participant at the beginning of the Project and a meeting shall be held with all a participants to explain all Project requirements. 3 17 of 91 Pk Pg, 274 Task 1.2 - Coordination/Administration WBS 100.15.10, Performed by AECOM Team Task 1.2.1 - Coordination and Meetings This task includes sub the following subtasks: Task 1.2.1.1 Project Development Team Meetings w Task 1.2.1.2 Public Outreach Meetings 0 r Task 1.2.1.3 Railroad Coordination Meetings m Meetings with affected parties shall be held to discuss issues pertinent to analysis, design, a� and effects of the Project. During these meetings, City, Caltrans, BNSF, SCRRA, BNSF and > other agencies may provide direction for development of the PS&E, although the City shall c retain sole discretion for overall Project scope and direction. L Consultant shall participate in the following meetings: o U w 0 • Monthly Project Development Team (PDT) Meetings with City and stakeholders 3 shall be held to confirm the preferred grade separation design, similar to Caltrans a Geometric Approval Drawings and Type Selection. Consultant shall bring progress N plans, status updates, look aheads, project schedules, etc., as appropriate. a • Railroad Coordination meetings shall begin immediately after award of Agreement E between the City, Consultant, BNSF, SCRRA and AMTRAK. Thereafter meetings shall take place between the City, Consultant, BNSF and SCRRA as needed to N as address specific issues, or as otherwise directed by the City. Emergency meetings d may be called by the City at any time to address pressing issues. A total of 5 m w 0 meetings are anticipated and budgeted to address railway issues, specifically. Q. 0 • Public outreach meetings shall be scheduled as needed and as directed by the City. A v) r total of 3 public outreach meetings are anticipated and budgeted in our fee proposal. E • Additional meetings will be organized and conducted to address issues not covered by R monthly PDT meetings, coordination meetings with the railway stakeholders or a public outreach meetings already budgeted. Additional meetings will be invoiced on a time and materials basis. 18 of 91 9�I.0 Consultant Deliverable Following are meeting materials that Consultant shall be responsible for preparing and providing: • Meeting scheduling/notices p U • Agendas a 0 • Action Item list a� a� • Decision log m • Project Risk Assessment Register with Associated Contingency Factors o _ • Handouts • Minutes • Schedule updates r • Progress plans 0 • Work Breakdown Structure (WBS) v 0 Task 1.2.2—Administration a This task includes the following subtask: M Task 1.2.2.1 Encroachment Permits a d Following are administrative duties, which shall be performed by Consultant: 0 • Supervise subconsultants, coordinate, and monitor work for conformance with set a standards and policies. 4) • Apply for and obtain encroachment permits necessary for Consultant to be on the m j obsite. o m • Apply for and obtain approvals and permits as required. The City will cover the cost 0 Cn of Permits and processing fees when not waived by the permitting agency. CD • Prepare, circulate, and file correspondence and memoranda as appropriate. E • Maintain Project files using the City authorized filing system. r a • Within Twenty (20) working days of Notice to Proceed, Consultant shall submit the draft Project Master Schedule to City Engineer. Section 3.1-3 contains description of the Master Schedule. 19 of 91 Task 1.3 —Schedule WBS 100.15.05, Performed by AECOM Team Consultant shall submit the initial draft Project Master Schedule within 20 working days following Notice to Proceed. Upon approval by City, this schedule shall become the Project w Baseline Schedule. The approved Project Baseline Schedule shall be shown on the Project o Master Schedule updates. The following elements must be included by Consultant in the Schedule: CO • Work items and Deliverable identified in accordance with a Work Breakdown E d Structures (WBS) as developed by Consultant and approved by the City. • Work items of agencies and other third parties, associated with Project, that may `o w affect or be affected by Consultant's activities L • All reviews per submittal, number of reviews, and duration expected by the 0 U Consultant based on the Consultant's experience. o M • The project Master Schedule shall include all data necessary to represent the total Project and the critical path shall be clearly identified a • The order, sequence, and interdependence of significant work items shall be reflected N on the Project Master Schedule a r C • The following non-exhaustive list of major tasks shall be used to develop the Project E Master Schedule: r Task 1 - Project Management/Coordination/Administration Task 2 - Environmental Document Verification/Supplemental Environmental Document Support/Regulatory Permitting in w 0 Task 3 - Site Investigation/Utilities/Mapping/Surveying/Reports Q. 0 Task 4 - Protection of the Santa Fe Smokestack (Deletable Task- TO BE in NEGOTIATED AT A LATER TIME) d E Task 5 - 30%PS&E Submittal (Type Selection& Geometric Approval Drawings) co Task 6 - 60%PS&E Submittal (unchecked details) a Task 7 - 100% PS&E Submittal (checked details) Task 7a- Camera Ready PS&E Submittal (including RE Pending File) Task 8 - Construction Bidding Phase 20 of 91 PaOke�#'�g�277 i 9.H.c Task 9 - Construction Support Phase Task 10 - Project Closeout Task 11 - Contingency Consultant shall break down tasks into subtasks as warranted. 0 L) Monthly schedule updates shall be part of the Progress Report in accordance with the a 0 requirements shown in Section 3.1-4 as m Task 1.4 -Progress Reports 0 L WBS 100.1 5.10, Performed by AECOM Team Consultant shall report the progress of the work on a monthly basis based on specific o milestones. Progress shall be based on physical percent complete for each task in the approved L final Scope of Work and fee. Progress payments shall be based upon percent complete of the 0 v individual tasks identified. o V Consultant shall submit one copy of a monthly Progress Report to the City Engineering 3 consisting of a written narrative and an updated bar-chart format of the Project Master Schedule. a The narrative portion of the monthly Progress Report shall describe overall progress of the work, N discuss significant problems and present proposed corrective action, and show the status of major a changes. E r This report shall be received no later than the twentieth (20th) calendar day of the month N a� following the report month. d U) w 0 All schedule tasks shall be updated to reflect current percent complete. If the latest 0 completion time for a significant work item does not fall within the time allowed by the original in Project Master Schedule, the sequence of work and/or duration, with the concurrence of the City E Engineer, may be revised by Consultant through concurrent operations, additional staffing or r overtime,until the resultant schedule indicates that all significant milestone dates shall be met. Q Should, during the course of work, Consultant fall behind in overall performance in accordance with the current schedule, a Project management meeting shall be called to determine the cause. If cause is found to be due to Consultant performance, payment to Consultant may be 21 of 91 H withheld pending the submittal of an action plan outlining the step to be taken by the Consultant to correct the identified delay(s). The initial Project Master Schedule, reference in Section 3.1-3, as agreed to by the City, shall become the Project target. The baseline schedule shall be displayed on the updated Project Master Schedule. Changes to the baseline schedule shall be approved by the City Engineer. p U W a 0 Task 1.5 - Quality Assurance/Quality Control (QA/QC) Plan as WBS 100.15.05, Performed by AECOM Team m Consultant shall maintain a Quality Assurance/Quality Control Plan throughout F (D performance of the services under this Agreement. The QA/QC Plan is intended to endure that reports, plans, studies, estimates, and other documents submitted under the Agreement are c 0 complete, accurate, checked, conform to standards, and proofread to meet professional L engineering practices in effect at the time of execution of the Agreement, and of a quality 0 U acceptable to the City. o The following quality control elements are required by Consultant throughout the 3 preparation of PS&E for the Project. Q M M N 1. Provide independent checking and verification of all calculations including adherence Q r c to Caltrans Bridge Independent Check requirements and documentation. 2. Provide independent checking, correction, and back checking for all plans. Plans cc shall be marked clearly as being checked, signifying that the preparation of the material y m followed the QA/QC Plan established for the Project. Z a) 3. Route pertinent Project related correspondence and memoranda to affected personnel N 0 and bind in appropriate Project files. a 0 4. Establish appropriate means to avoid conflicts and misalignments between both new W and existing improvements, particularly where several drawings show different elements E of work in the same area. 5. Consultant shall identify QA reviews within the Project Master Schedule. a 6. The QA/QC Plan shall include a procedure where each deliverable is certified by the Quality Manager or Project Manager as being prepared and checking in accordance with the approved QA/QC Plan. 22 of 91 7. Each deliverable shall be certified by the Quality Manager or Project Manager as being prepared and checked in accordance with the approved QA/QC Plan. 8. Consultant's Project Manager or Quality Manager shall be qualified and certified to implement the Quality Control and Quality Assurance program. 9. Consultant shall conform to City's independent quality surveillance, monitoring and p U audits. Such quality surveillance, monitoring and audits will be performed by the City a 0 designee and may be scheduled or ad hoc. a> m Within 20 working days of receiving the Notice to Proceed, Consultant shall submit a o _ L complete copy of the QA/QC Plan to the City Engineer for review. > w L 0 co Task 1.6 - Public Outreach Program 0 WBS 100.1 S.05, Performed by AECOM, Arellano Associates and Thirtieth Street Architects, Inc U 0 Consultant may be tasked to assist the City in the community outreach effort during the 3 ` ;. project. Consultant has the ability to assist the City with informing residents, businesses, a merchants, and the motoring public, as well as elected and City officials affected by the Project. N Consultant shall work at the direction of the City of San Bernardino to inform and engage a a targeted group of stakeholders for this phase of work. Public outreach activities will support and inform the technical process. The proposed public outreach activities include: a N d Public Involvement Program d Consultant will prepare a Public Involvement Program (PIP) in consultation with the City co 0 of San Bernardino and team. The plan will outline specific tasks, the purpose of these tasks in a 0 relation to the PS&E, a schedule of public outreach activities, due dates and deliverables in r associated with each task. The PIP will be the guiding document for informing and engaging project stakeholders and will establish communication protocols for the team to conduct outreach r r to a wide range of stakeholders. a 23 of 91 Pac�CROW Stakeholder Database Consultant will identify and review existing source data files that can be used to compile a project database. This data will include elected officials, businesses, residents, resource/regulatory agencies, emergency responders, news media, City/County/School District representatives, chambers of commerce, business groups, neighborhood associations, and other 0 O U stakeholders in the project area. Parcel data also will be obtained for property owners and a 0 tenants in the project vicinity. a� m The database will be formatted in Microsoft Access for ease in sorting and tracking 0 c L various contacts. This format allows reports to be prepared that list the contacts who were invited and those who actually attended project briefings and meetings. The database and associated L reports will be made available to the City of San Bernardino in either Microsoft Excel or PDF formats. Draft and final versions of the database will be prepared in consultation with the project c 0 team and updated after public meetings and other milestones, or as needed. v w 0 L ca Interagency and Community Briefings a Consultant will research opportunities for interagency and ground level community M M stakeholder outreach and prepare a schedule of briefings. Consultant will prepare a master Q calendar of briefing dates, times, locations, formats, agenda item due dates and briefing participants. Consultant also will schedule the briefings, assist with logistics and document 0 questions or comments made by attendees. These questions and comments will be compiled for a the project team's consideration. d Public Meetings o Consultant will plan and coordinate two public meetings to support the PS&E process, 0. 0 0 one meeting will be held at the outset of the process to scope out the study technical process and Cn c one after the draft results are released to have public review and comment. The meetings will be t a forum to obtain stakeholder feedback and to gather input about the benefits and impacts of the r r project to the communities. Q 24 of 91 Packet Pg. 281 Support activities will include research of meeting locations and availability, coordination of meeting dates and times with the project team, organization of facility details (including equipment and insurance, if applicable), preparation of notices and advertisements, meeting set-up and clean-up, meeting materials (sign-in sheets, comment cards and directional signage), photography, refreshments and preparation of summary reports for each meeting. v Court reporters and translation services will also be provided if needed. a 0 The goal of the public meetings is to elicit comments from the communities so that the 0 tM project technical evaluation is fully vetted with the community. Consultant will ensure that all m` stakeholders have a voice in the process and that diverse interests are represented. If necessary, c _ L Consultant is also prepared to conduct a series of one-on-one ad-hoc stakeholder briefings to > resolve any issues. L 0 V Meeting reports will summarize the findings of each meeting/briefing, identify high _ 0 priority issues and integrate these comments into the study. Meeting participants will receive v 0 copies of project materials and will be added to the stakeholder database for future a communication. Q M Collateral/Meeting/Notification Materials and Website Consultant will develop a set of collateral material to support the PS&E process. d Materials may include: E a • To the extent that the City of San Bernardino has the project featured as part of their main website, Consultant is prepared to provide text copy, graphics, photographs and CD other project information needed to update the project webpage and announce public - meetings and project schedule. c U • A fact sheet to feature key project details, drawings, illustrations, maps and W opportunities for public involvement. The fact sheet will be used as a handout at all meetings/briefings and will be posted to the project website if one is prepared. • Meeting notification postcards will be developed to announce the public meetings and Q will be distributed to the project database. 25 of 91 9.H.c • Display and ads will be developed as needed to support the public meetings. Ads will be placed with local and regional newspapers. • Meeting materials will be developed collaboratively with the project team. These may include, sign-in sheets, comment and speaker cards, agendas, maps of the alternatives, display boards, PowerPoint presentations slides and meeting signage. p U Consultant will work with the City of San Bernardino and team to craft easy to a O understand meeting materials and handouts to support the public outreach process. Team Coordination(Up to 12 Meetings) m` Consultant will attend the project kickoff meeting and Project Development Team c c L meetings on an ongoing basis at the direction of the City of San Bernardino and team. Attendance at these meetings will ensure close coordination with the project team and provide a L forum for regular updates about public comments, upcoming meetings and the status of public involvement and communication efforts. c O U w O Task 1.7 -Value Analysis Review 2 WBS 100.15.05, Performed by AECOM Team a A Value Analysis has been completed during the environmental documentation phase of N the Project. The Consultant shall review the findings of the Value Analysis (posted on the City's a r website) and ensure the PS&E incorporates those recommendations that are consistent with the final PS&E strategy, have the approval of the City, and are approved in the type selection a process. V aD TASK 2 -ENVIRONMENTAL DOCUMENT VERIFICATION AND SUPPLEMENTAL O ENVIRONMENTAL DOCUMENT SUPPORT Q. O Performed by AECOM, ICF International and Thirtieth Street Architects, Inc co w c w The following tasks identify Environmental scope of work related to the execution of the Mount Vernon Avenue Overhead (Bridge No. 54C-0066) Bridge Replacement Project during a PS&E and Right-of-Way Acquisition Phases. Only those tasks listed below are included. No other effort is assumed or implied. 26 of 91 Task 2.1 -Data Collection WBS 235.05.05, Performed by AECOM and Thirtieth Street Architects, Inc Consultant shall meet with City, BNSF, SCRRA and AMTRAK staff to review the Project, including field review with City, SCRRA and BNSF to determine status and quality of prior Project analyses conducted. Consultant shall obtain existing study reports, topographic w maps, as-built drawings, reports, and other available materials from the City and other agencies, o 0 as appropriate. -� L m r_ Task 2.1.1 - Develop Bridge Architectural Enhancement Alternatives that meet SHPO MOA d Requirements WBS 235.05.05, Performed by AECOM and Thirtieth Street Architects o Consultant shall develop two architectural enhancement alternatives that meet State Historic Preservation Officer (SHPO) Memorandum of Agreement (MOA) requirements. The U 0 alternatives shall incorporate all requirements as related to the historical nature of the bridge M M listed in the approved environmental document. Consultant shall present these alternatives to the a City to approve a preferred alternative. M M N Q Task 2.1.2 -Develop Bridge Lighting Alternatives that meet SHPO MOA Requirements WBS 235.05.05, Performed by AECOM and Thirtieth Street Architects, Inc 0 w Consultant shall develop bridge two lighting alternatives that meet SHPO MOA N d requirements. The alternatives shall incorporate all requirements as related to the historical 0 nature of the bridge listed in the approved environmental document. Consultant shall present 0 these alternatives to the City to approve a preferred alternative. 4 0 y Deliverable d • Architectural Enhancement and Bridge Lighting Alternatives, two sets r When Directed to do so, the Consultant shall complete the above Deliverable and .2 Q distribute copies to various parties and or agencies identified by the City. 27 of 91 Packet Pg. 284 Task 2.2—Workshop WBS 235.05.20, Performed by AECOM, ICF International, and Thirtieth Street Architects, Inc. Consultant shall conduct a workshop with City, BNSF, SCRRA and AMTRAK staff to review the Project, and report its summary and findings of previous studies. The workshop shall establish the stage of the Project at which the City approves the Consultant's start of design, and w the procedures to be followed in reviewing the Project with City, BNSF, SCRRA and AMTRAK o during various stages of the Project. The Consultant shall obtain design criteria from meeting with the City, BNSF, SCRRA and AMTRAK, however, the City shall have final say over design m r- 0 criteria. d One cultural resources specialist and one environmental generalist will attend one > workshop meeting to provide a summary of the findings from the environmental document and o w to answer questions related to the project. c 0 U Task 2.2.1 - Develop Bridge Architectural Enhancement Preferred Alternative o WBS 235.05.05, Performed by AECOM and Thirtieth Street Architects, Inc. 3 a Consultant shall incorporate City's comments and update the architectural exhibits for the M M approved preferred alternative. Consultant shall prepare a cost estimate for proposed a architectural enhancements. E Task 2.2.2 - Develop Bridge Lighting Preferred Alternative a WBS 235.05.05, Performed by AECOM and Thirtieth Street Architects d Consultant shall incorporate City comments and update the architectural exhibits for the N 0 approved preferred alternative. Consultant shall prepare a cost estimate for proposed bridge a 0 lighting. co m Deliverable E • Architectural Enhancement and Bridge Lighting Preferred Alternative, two sets w a When Directed to do so, the Consultant shall complete the above Deliverable and distribute copies to various parties and or agencies identified by the City. 28 of 91 Task 2.3 - Supplemental Environmental Document (Deletable Task - TO BE NEGOTIATED AT A LATER TIME) WBS 235.05.20, Performed by AECOM and ICF International Should there be changes in the Project description from the approved environmental document, Consultant may be required to prepare supplemental documents in support of the w environmental clearance effort. The scope of work for this task shall be determined and Q 0 Y discussed as required. An amendment to the Consultant's Agreement shall be executed if L determined necessary by the City. 00 0 c L Task 2.3.1 - Design Review/State Historic Preservation Officer(SHPO) Consultation > WBS 235.05.35, Performed by AECOM and ICF International o Y Based on the approved Memorandum of Agreement (MOA) Stipulation II.A: Consultant, r c on behalf of the City shall consult with Caltrans and SHPO to develop a design that will v 0 minimize the indirect visual impact (profile, scale, color, and material) of the replacement bridge v 0 on the setting of the adjacent National Register-listed historic property, the Atchison, Topeka, a and Santa Fe Passenger and Freight Depot (Santa Fe Depot). This shall include facilitating M communication between the parties, providing written and visual description of the proposed a new design in relation to the Santa Fe Deport, and obtaining concurrence in written form from SHPO for the proposed design of the replacement bridge. Y Y a Consultant shall prepare any visual simulations needed for SHPO consultation. One site visit and up to four (4) meetings will be attended by Consultant. It is anticipated two Caltrans reviews of any written material developed by Consultant for SHPO consultation. c d CL 0 Deliverable in Y • Consultation letter to SHPO, visual simulations and design package E When directed to do so, the Consultant shall complete the above Deliverable and Y distribute copies to various parties and or agencies identified by the City. a 29 of 91 Packet Pg. 286 Task 2.3.2 - Historic American Engineer Record(HAER) Documentation WBS 235.05.50, Performed by AECOM and ICF International Based on MOA Stipulation II.B, Consultant, on behalf of the City, shall contact the National Park Service (NPS) to determine the level of Historic American Engineering Record w (HAER) needed for the Mount Vernon Avenue Bridge (#54C-0066). It is anticipated that a c written description, architectural drawings, and large-format photographs may be required to meet the HAER requirements. Consultant shall prepare the written documentation, measured m _ drawings, and photographs. Up to two (2) visits to the site are assumed for the latter two a� activities. Copies of the HAER documentation will be disseminated to the California Room of > the City's Feldhym Library by Consultant. o w It is assumed that R c • No more than 50 views and two (2) sets of 8"x10" photographic prints will be made c0) w • NPS will not require higher than HAER documentation level II • Caltrans (or City/County) has original or as-built plans of the bridge and that they will a make them available to Consultant for use with HAER documentation as measured M M drawings a r Deliverable • HAER documentation, two sets M r When Directed to do so, the Consultant shall complete the above Deliverable and a d distribute copies to various parties and or agencies identified by the City. d 0 TASK 3 - SITE INVESTIGATION/UTILITIES/MAPPING/REPORTS Q 0 Performed by AECOM, PSOMAS, Ninyo & Moore, Overland, Pacific & Cutler, Inc. and Earth in Mechanics, Inc. _ m E s The Consultant shall provide the surveying services which includes aerial mapping, a design surveys in support of this replacement project. The project limits are along Mount Vernon Avenue between Second and Fifth Streets which includes BNSF Intermodal Yard under the Bridge. 30 of 91 Packet Pg. 287 Consultant shall obtain all survey record information, including benchmarks and monuments for the City. All survey shall be performed in accordance with accepted professional standards. Consultant shall identify Consultant-established monuments with the license or registration number of the Engineer's surveyor who is in "responsible charge" of the work. The p U monuments shall be in accordance with City Standards. Q 0 Consultant shall prepare right of way base mapping for the existing right of way conditions. CO Consultant shall establish centerline control of existing streets and railroad tracks. o Consultant shall obtain applicable encroachment permits prior to beginning any field investigation. Additionally, if a traffic control plan is required, Consultant shall prepare the plan. Such documents shall be forwarded to City, BNSF, SCRRA and AMTRAK for review and `o concurrence prior to beginning any field investigation. �a L Consultant shall obtain all necessary training including applicable rail safety program c U prior to performing field investigations within BNSF right-of-way. o E. L 3 Task 3.1 - Site Investigation a WBS 235.10, Performed by AECOM, PSOMAS, Ninyo &Moore and Earth Mechanics, Inc. N Consultant shall conduct a thorough independent field investigation of the Project site to d identify pre-existing site conditions and physical constraints of the Project areas including s utilities and all required investigations to prepare PS&E. Consultant shall obtain applicable .2 a encroachment permits or right-of-entry prior to beginning any field investigation. Any survey work or mapping performed prior to receiving the required approval shall be Cn at Consultant's risk and expense. 0 d a 0 0 Task 3.2—Surveying WBS 185.10.60, Performed by AECOM and PSOMAS 0 w This task includes the following subtask: Q Task 3.2.1 Design Surveys 31 of 91 Survey Control Survey crews will set aerial photogrammetric targets in conformance with the aerial flight plan. All targets will be painted using nontoxic water-soluble paint. Where possible, these targets will be centered on existing cadastral monuments. Where no such monument is found,the surveyors will set a semi-permanent monument to define the center of the target. All surveying p U and mapping for this project will be completed in English units of measurement. Horizontal a 0 datum for this mapping control will be the North American Datum of 1983 (NAD83). Vertical as datum will be the North American Vertical Datum of 1988 (NAVD88). ° m _ 0 c L Photogrammetric Mapping Consultant shall obtain COLOR aerial photography of the proposed site at a nominal L photo scale of 1"=300" (1:3,600) with 1 flight line which will be used to generate a V = 40' mapping with 1 foot contour intervals and covering a 400' strip centering on Mount Vernon 0 Avenue. The aerial survey will cover Mount Vernon Avenue between 6th Street and Rialto v 0 Avenue. �a 3 a Ground Surveys M Consultant shall provide field surveys for existing pavement elevations and surface topographic features. The flowline of existing sewer and storm drain will be obtained where accessible. The existing pavement elevations will be obtained using a terrain line interpolation E method by obtaining shots along individual feature lines approximately at 50-foot intervals at the a following tie-in locations: d • Mount Vernon Avenue,north of the existing bridge to the south side of 5th Street. 4- 0 • Mount Vernon Avenue, south of the existing bridge to King Street. 0 • 4th Street, from Mount Vernon Avenue to 300'west. N c • Kingman Street, from Mount Vernon Avenue to 300'west. E s • 2nd Street, from Mount Vernon Avenue to 300' east. r • Top of existing rails at 50' intervals of the 5 Intermodal tracks (3000' E & W of a Mount Vernon Avenue) 32 of 91 • Top of existing rail at 50' intervals of the storage tracks (150' E & W of Mount Vernon Avenue) • Detail topography under the existing Mount Vernon Avenue Bridge • Survey horizontal and vertical positions of Pothole Locations O U Consultant shall perform design surveys as part of this task. Consultant shall provide a 0 photogrammetric mapping in English units for the Project. a� m Miscellaneous Field Surveys o Three (3) working days of field work and related office services are included for drainage/utility/design surveys that may be requested by the CITY and engineer as design L progresses. �a L _ 0 Utility Pothole v 0 Consultant will sub-consult the potholing operation to C-Below. The scope of services a 0 that C-Below will provide will be 24 potholes defined as 1'x 1' x 5' deep. PSOMAS will a coordinate with BNSF for access. Actual permit fees will be passed on to the prime consultant. M M N Q r _ Deliverable • Survey points, lines and monuments shall be established, marked, identified and a referenced, as required to complete this work and in accordance with the requirement herein. cn • Survey notes, drawings, calculations, and other survey documents/materials shall be o 0 completed as required in accordance with the requirements herein. 0 • A copy of all original survey documents resulting from this Scope of Work (including c m original field notes, adjustment calculations, final results and appropriate intermediate r documents) shall be delivered to the City. Said documents shall then become the w Q property of the City. The original survey documents shall be retained by Consultant for future reference. 33 of 91 • When survey is performed with a Total Station Survey System, the original field notes shall be legible hard copy listing of the data (observations) as originally collected and submitted by the survey party. Consultant's party chief shall sign the listing. • The final results of all surveys, as required, shall be delivered to the City in the format p U specified below" a 0 1. Horizontal Control Alpha/numeric hard copy print listing with adjusted California a� Coordination System northern and eastern and appropriate descriptions based on m NAD '83 datum. 0 c L 2. Vertical Control j When directed to do so, the Consultant shall complete the above Deliverable and L distribute copies to various parties and or agencies identified by the City. Upon request, the City shall be provided a copy of the aerial photographs and digital map compilation in an electronic 0 format in AutoCAD. Final aerial mapping shall consist of 40-scale with contours at 1-foot U w 0 intervals or as approved by the City. M 0 3 a Task 3.3 -Materials/Foundation/Geotechnical/Hazardous Waste Investigations Reports M N Requirements a WBS 185.20, Performed by Ninyo &Moore and Earth Mechanics Inc. E t This task includes the following subtask: c r Task 3.3.1 Hazardous Waste Investigation N d Task 3.3.2 Preliminary Foundation Report W 0 Consultant shall conduct a site visits to observe the topography and visualize the Q 0 proposed improvements at the Project location. Consultant shall review available subsurface u) w data from nearby structures or published geologic maps, to determine general subsurface conditions at the Project site. Geotechnical/hazardous Waste borings shall be performed by r Consultant. a Consultant shall provide geotechnical, geologic and seismic input to the selection of the alternatives. Consultant shall provide preliminary geotechnical and foundation recommendations 34 of 91 PackePg�.2��� for roadway, bridge structure, and retaining walls as required. These recommendations shall be used by Consultant to conduct preliminary cost estimates. Consultant shall prepare preliminary geotechnical, materials, bridge foundation and hazardous waste (Phase II) reports in conformance with Caltrans requirements with information gathered during site visits and review of existing subsurface data, geotechnical/hazardous waste p U investigation borings, results obtained form the alternative analysis and the preliminary bridge a 0 and retaining wall foundation data. a� .L CO Hazardous Material o _ L CITY'S previous Consultant Ninyo & Moore prepared the 2009 Initial Site Assessment (ISA) of the Mount Vernon Avenue Bridge and the proposed shoofly track area at the Burlington 2 L Northern and Santa Fe Railway (BNSF) yard. Ninyo & Moore updated the ISA in 2010. The ° U ISA work scope separated the site into two portions: 1.) The Mount Vernon Avenue Bridge and 0 its approaches spanning over a BNSF railroad intermodal facility, BNSF yard operation tracks, v 0 BNSF transcontinental tracks, Metrolink tracks, and a Metrolink parking lot; and 2.) The -a M proposed shoofly track area in the BNSF yard trending north of and adjacent to the existing a tracks. In addition, Ninyo & Moore performed an asbestos survey and lead-based paint survey M N of the bridge structure. a _ In general, the hazardous materials issues identified by the ISA include: E �a Mount Vernon Avenue Bridge N as • Soil underlying the bridge within the BNSF yard impacted with petroleum as hydrocarbons and metals from historical railway operations. N 0 • Residual herbicides are suspected to be present in soil beneath the bridge. 0 • The bridge is approximately 1,000 feet west of a chlorinated solvent plume in cn groundwater which has resulted from historic releases at the BNSF rail yard. • Two former gasoline stations appear to have been located in close proximity to the bridge: one on the northwest corner of 5th Street and Mount Vernon Avenue and the a other on the southwest corner of 2nd Street and Mount Vernon Avenue. 35 of 91 i�acke#�g 29 - Proposed Shoofly Track Area • Soil on the BNSF property in the vicinity of the proposed shoofly track area has been impacted with petroleum hydrocarbons and metals from historical railway operations. • Herbicides may be present in soil beneath the asphalt along the proposed shoofly track area. O V • The eastern portion of the proposed shoofly track area is in close proximity to a a 0 chlorinated solvent plume in groundwater which has resulted from historic releases at a� the BNSF/ATSF property. m 0 _ L Site Investigations j Based on the results of the previous studies, Consultant's environmental/hazardous 2 L materials services would include supplemental environmental site investigations to evaluate '° suspected soil and/or groundwater contamination within the project limits. The scope of site 0 investigations will be determined based on the depth and purpose of site work, and the type of v w 0 right-of-way (ROW) acquisition planned in the various functional site areas. The following 0 offers example hazardous materials investigation work scopes: a M M N Type of Depth of Depth of Media Purpose of a Project Use Acquisition Construction Sampling Sampled Investigation Temporary Access Temporary Soil Management, Z Road Construction Surface Surface Soil Worker Protection Q Easement N d V Permanent To depth of Soil, Underground Soil Management, ,L Utilities Utility Varies installation groundwater Worker Protection N Easement plus 5 feet if encountered 0 d To depth of Soil Management, 0 installation or U Roadway,Bridge Soil and Worker Protection and N and Wall Footings Fee Title Varies groundwater, groundwater CERCLA Liability whichever is Protection = deeper m E t v R In general, Consultant's work scope will provide for the performance of site investigation a activities as outlined in the ISA recommendations, in consideration of the above conditions. The scope of services is based on many assumptions and level of effort as we understand it at this time, including the recommendations in the ISA for the project. The sampling assumes 36 of 91 four borings beneath the bridge to 50 feet (with groundwater samples and analyses), and nine hand auger borings to 5 feet at 600-foot spacing along the shoofly. The laboratory analyses will be for chemicals of concern normally suspected with the type of historic property uses. The results will be compiled into a report presenting findings, conclusions and recommendations. O U W Plans: a 0 A construction soil management plan will be prepared for implementation during all as phases of construction. The plan will detail the monitoring of soils for evidence of CO contamination. If the monitoring procedures indicate the possible presence of contaminated soil, c E the hazardous materials contingency plan would be implemented. > A hazardous materials contingency plan will be prepared to address the potential for o w discovery of unidentified USTs, septic systems, hazardous materials, petroleum hydrocarbons, or 0 L hazardous or solid wastes encountered during construction. This contingency plan will address c UST decommissioning, field screening and materials testing methods, mitigation and U 0 contaminant management requirements, and health and safety requirements. In addition, the M 3 plan will include procedures for segregation, sampling, and chemical analysis of suspected a contaminated soil; profiling, transportation and disposal requirements (or acceptable on-site M N storage or disposal locations). The plan will include management of contaminated groundwater, a if appropriate. E M r a Specifications Specifications for the abatement, removal, and handling of contaminated materials will be prepared for those properties in which contaminated materials are identified. The o d specifications will include details regarding the contaminants of concern; handling methods, 0 controls, and protective equipment to be used to be protective of the workers, the community, CO C and the environment and to comply with regulatory requirements; contractor licensing and E _ certification requirements for handling the contaminants of concern; and a list of plans that must r r a be submitted by the earthmoving and demolition contractors for review. Documents required by the earthmoving and demolition contractor may include a health and safety plan; a demolition plan; a lead and/or asbestos compliance plan; an excavation, 37 of 91 IM transportation, and disposal plan; a dust control plan; a vapor control plan; emergency response plan; or other plans depending on the contaminants of concern. The specifications will also include details regarding close-out requirements. Cost Estimates: p U Consultant shall prepare cost estimates for the implementation of the above plans and, as a 0 needed, for the remediation of contaminated properties/rights-of-way to assist in the negotiations of ROW acquisitions. Cost estimates will differentiate between the liability that passes to the m new owner under Fee Title, and the lesser costs and liabilities that come with a permanent c c easement where there is concern over the workers environment and soil contamination within the construction envelope, and those of a temporary construction easement for which only surface L contamination may be a concern. ca L 0 Preliminary Foundation Report for Bridge Type Selection v 0 Consultant shall perform the following scope of work to produce the Preliminary 0 Foundation Report(PFR) for bridge type selection. a An idealized soil profile and design strength parameters for foundation analysis will be M M developed based on existing subsurface data obtained for the existing structure. Consultant shall a provide seismic design parameters (acceleration and response spectrum) using the latest Caltrans web-based seismic design criteria. 0 Consultant will perform a desktop fault rupture investigation using lineaments analysis a obtained from vintage aerial photos. This investigation will not include fault trenching and/or a geophysical survey. Using the soil profile and strength parameters, Consultant shall provide preliminary o d foundation type and foundation design data for the bridge replacement. Consultant shall estimate 0 ca the required pile length based on preliminary axial demands. The above data will be presented in i CD a memorandum known as a PFR. The content and format of the PFR will follow Caltrans E guidelines. w a 38 of 91 Deliverable • Preliminary Foundation Report, three copies to City. When directed to do so, the Consultant shall complete the above listed Deliverable and distribute copies to various parties and or agencies identified by the city. 0 U Task 3.4- Geotechnical Exploration Plan a 0 WBS 185.20, Performed by Earth Mechanics, Inc. and Overland, Pacific and Cutler, Inc. This task includes the following subtask: m _ 0 Task 3.4.1 Right-of-Entry Permits L d Task 3.4.2 Geotechnical Exploration L O There are six existing soil borings drilled within the rail facility. The boring depth ranges L from 70 to 100 feet. The proposed new structure has eight bents and 2 abutments. Consultant 0 U proposes adding a minimum of 2 deep (90 feet) borings at the abutments, 5 deep (50 to 70 feet) o borings for the retaining walls and roadway embankments, and 5 shallow (less than 10 feet) 3 borings for roadway embankment and pavements. Depending on the load demands, the existing a borings may not be deep enough. If so, Consultant proposes deepening no more than three of the N existing six borings; targeted boring depth is 120 feet. Q Consultant shall prepare and submit a boring plan to the City, BNSF, SCRRA and AMTRAK for review. The same boring plan will be used to secure encroachment permits from w City, BNSF, SCRRA and AMTRAK for review. Consultant intends to locate borings with City, N d SCRRA and BNSF right-of-way only such that right-of-entry will not be required from private d property owners. Consultant shall conduct subsurface investigation and evaluate the results in N w 0 accordance with specified testing criteria. Consultant shall analyze the results and present them Q 0 in the geotechnical report. in w c d Deliverable E s v • Preliminary geotechnical exploration plan,three copies to City. w a • Right-of-entry permits applications, two copies. When directed to do so, the Consultant shall complete the above listed Deliverable and distribute copies to various parties and or agencies identified by the city. 39 of 91 Pac t,`P��296- TASK 4 -PROTECTION OF SANTA FE SMOKESTACK(DELETABLE TASK- TO BE NEGOTIATED AT A LATER TIME) Performed by AECOM O The Santa Fe smokestack, which sits approximately 20 feet from the east side of Mount w a Vernon Avenue and approximately 300 feet north of the existing bridge, is evidence of San o 0 Bernardino's important historic role as a major transportation hub. The City has very little -a information regarding the history of the smokestack, except that it was constructed in the early 0 1900s to vent exhaust from a steam plant. Based on information obtained from the Materials/Foundation/Geotechnical/hazardous Waste Investigations Reports and study of existing records, Consultant shall devise a method of o protecting the smokestack from increased stress during construction and final roadway loadings. r This may consist of specifying the use of lighter equipment in the vicinity of smokestack and the 0 U w use of innovative lightweight materials in construction. A report quantifying the results of this 0 E. E. effort shall be submitted to the City Engineer for review and approval. 3 a M TASK 5 -30% PS&E SUBMITTAL a r c Task 5.1 -Fact Sheets E WBS 185.1 5.15, Performed by AECOM Team w a Consultant shall prepare and submit to City a Design Standards Exception report for non- standard design features for proposed, advisory and mandatory standard deviations. Deviation from design standards shall be reviewed and shall be subject to approval by City. c 0 a 0 Deliverable Draft Fact Sheets, three copies When directed to do so, the Consultant shall complete the above deliverable and R distribute copies to various parties and or agencies identified by the City. a 40 of 91 Task 5.2 - Preliminary Plans - Geometric Approval Drawings WBS 185.15.10, Performed by AECOM Consultant shall prepare a preliminary set of Geometric Approval Drawings that include geometric base maps, structure site data, initial right-of-way requirements, horizontal and w vertical alignments, typical sections and Project limits. Such plans will be reviewed and o approved by City, and upon approval, shall be the basis of the PS&E development. L CO Deliverable o _ L • Preliminary Geometric Approval Drawings three sets When required to do so, the Consultant shall complete the above deliverable and L distribute copies to various parties and or agencies identified by the City. `2 L _ 0 Task 5.3 - Traffic Study v 0 WBS 185.20.05, Performed by AECOM U. 3 Consultant shall provide a traffic study for the Project area. This study shall include a review of existing volumes, traffic forecasts for the year 2035, performance of intersection level N of service calculations for key arterials and intersections in the area and traffic operations ¢ r analyses of the recommended alternative to confirm geometric requirements. Existing traffic counts in the area will be required and if unavailable from existing sources, Consultant shall w r obtain. a� Deliverable d • Preliminary Traffic Study three copies c d When direct to do so, the Consultant shall complete the above Deliverable and distribute copies to various parties and or agencies identified by the City. a� E L V Task 5.4 - Roadway Plans ¢ WBS 185.15.05, Performed by AECOM 41 of 91 P�cetg 298 Consultant shall prepare 30% level preliminary plans, specifications and estimates for the grade separation, including removals, grading, cross sections, staging, utilities, drainage, facilities, and other necessary improvements and Type Selection Report for the Project. The design shall be based on the approved Environmental Document and approved Geometric Approval Drawings. v W 4 Deliverable as • 30%Roadway plans, three full size sets The Consultant shall review comments received from the City and other parties regarding m the above Deliverable and,when approved by the City, incorporate them into the documents. c d Task 5.5 —Surveys ° WBS 185.10.60, Performed by PSOMAS L _ 0 Attention is directed to Task 3.2 Surveying. v 0 L c� Task 5.6 -Bridge Type Selection Report (BTSR) and Design a WBS 240.75, Performed by AECOM&Morris Engineering, Inc. d M M N Consultant shall prepare the Bridge Type Selection Report and the bridge general plan to a comply with the most current Caltrans, BNSF, SCRRA, AREMA, and CPUC guidelines. _ The bridge type selection report shall include a discussion of foundation and falsework r requirements, seismic and aesthetic considerations (including historic considerations as indicated N as in the Environmental Document), lighting, traffic handling requirements and alternatives, and d construction cost and staging. In addition, Consultant shall develop an order-of-magnitude N w 0 construction cost estimate. Anticipated construction methods shall be identified in the Type 0 Selection process and coordinated with the Project geometry. in Consultant shall submit Type Selection documents to the City first, then following E approval, to BNSF, SCRRA and Caltrans for review and approval. Consultant shall submit preliminary bridge plan to BNSF for review and approval upon Q City Approval to do so. Deliverable 42 of 91 pc� 2g9 �9hH Y o- 0 Draft BTSR,three sets • 30%bridge plans, three full size sets The Consultant shall review comments received from the City and other parties regarding the above Deliverable and, when approved by the City, incorporate them into the documents. These items will move to the 60% stage of completion. 0 0 U W a 0 Task 5.7 -Project Cost(30% Estimate) WBS 240.90, Performed by AECOM Team m c Consultant shall prepare a preliminary cost estimate at 30% completion. Throughout c d development of the PS&E, Consultant shall update this estimate. L 0 Deliverable • 30% cost estimate, three sets The Consultant shall review comments received from the City and other parties regarding v 0 the above Deliverable and, when approved by the City, incorporate them into the documents. M These items will move to the 60% stage of completion. a M M Task 5.8 -Utility Improvements— 1 St Utility Notice a WBS 200.25, Performed by AECOM and Roy Ketring E This task includes the following subtask: r Task 5.8.1 —Draft PUC Application N o� U d Consultant shall prepare 1 st Utility Notice and submit to City Engineer or designee for y 0 approval and mailing to utility companies operating in the area. Q. 0 w Consultant shall determine necessary utilities that cross the railroad tracks. d E s �o Consultant shall discuss the above utilities with utility purveyor and City Utilities Q Department to determine design and relocation requirements. 43 of 91 Packet Pg. 300 Consultant shall prepare a utility plan of the existing and proposed utilities crossing within Project limits. Consultant shall accurately identify all existing utilities on the roadway plans and identify existing facilities to be removed, relocated, adjusted to grade or otherwise impacted. Consultant shall prepare a draft Public Utilities Commission (PUC) application and p U coordinate necessary meetings on behalf of the City. w a 0 a� a� Consultant shall design City owned utility relocations, such as sewer, water and street ° m lights. Consultant shall design the City Utility relocations per the City's standards. Consultant c c L shall perform the necessary coordination to define the City's utility relocation requirements. g Deliverable L0 • Preliminary Utility Conflict Plans, three sets L • Draft CPUC Application. 0 When directed to do so, the Consultant shall complete the above deliverable and o distribute copies to various parties and or agencies identified by the City. These items will move 3 a to the 60% stage of completion. Nt M M N Task 5.9 - Railroad Plans a WBS 185.15.99, Performed by Wilson & Company, Inc. and Roy Ketring �a This task includes the following subtask: Q Task 5.9.1 —Preliminary Track Alignment Plans Task 5.9.2—Preliminary Shoofly Design Cn Task 5.9.3 —Preliminary Intermodal Track Requirements o 0 Task 5.9.4—Preliminary Rail Service Staging Plans 0 N Task 5.9.5 —Draft Construction Operation and Maintenance Agreement m Task 5.9.6—Preliminary MEP Design s Task 5.9.7—Preliminary Structures and Building Design Y a The Mount Vernon Ave Bridge Viaduct crosses the BNSF "A" Yard in San Bernardino, California. The "A" Yard is a BNSF railroad train yard that is primarily used for the loading and 44 of 91 I�a t 9.H.c unloading of cargo by overhead crane to and from a train flat car to the ground for movement by semi trailer or container with chassis. This yard is also used for storage of inbound and outbound manifest train traffic for rail customers on the San Jacinto Subdivision near Perris, CA or for local customers in the Riverside and Corona areas. It is also used in conjuncture with the B Yard and Ono Yard for the storage of manifest cars and flat cars used in the "A" Yard intermodal 0 O V w operations. Q 0 d rn The yard currently consists of six intermodal tracks paired in two's, 6 storage tracks and c m one extension strip track on track 0216. Three signalized mainlines and two multi-use tracks for 0 L both Metrolink and BNSF run adjacent to the A Yard and under the Mount Vernon Bridge. w 1 � L ? BNSF intermodal tracks are bisected by the Mt. Vernon Bridge and require two separate equipment sets to operate the intermodal operations due to the low overhead clearance of the bridge. The intermodal tracks have a total of approximately 24,477' useable stripping length for 0 intermodal operations and have a gap where the train cars are separated into segments under and 3 M adjacent to the Mount Vernon Bridge for the overhead crane driveways and semi truck and a hostler traffic. Unlike the intermodal tracks, the yard storage tracks have usable rail car storage M under and through the Mount Vernon Bridge and have a total of approximately 20,600' of Q storage length. E M Current operations for the intermodal operation have the semi trucks with trailers and a containers enter the yard off of 4th Street by means of an electronic Automatic Gate System (AGS). Trucks are then directed for either trailer pickup at one of the yard's internal parking lots or directly to a spot adjacent to a strip track to either drop off or pickup a trailer unloaded from 0 01 an overhead crane. Hostler trucks are used on site only for moving trailers or containers within 0 W the facility and will either pick up trailers and containers from the intermodal strip track taking CD them to a parking lot or pick up from a parking lot and drop off by an intermodal strip track for E loading onto an outbound train by an overhead crane. i a 7 3 Construction Phasing and Train Operations 45 of 91 Packet ?g;,,102' Replacement of the Mount Vernon Bridge can be separated into two distinct construction segments. First is the demolition of the existing bridge and construction of the new bridge and second is the construction of two additional railroad tracks to be used during the project to facilitate demolition and construction of the bridge. As part of preparation for the demolition of the bridge, a number of existing BNSF p U facilities need to be relocated. Currently there are two intermodal overhead crane maintenance a 0 pads, an oil/water separator serving the two crane maintenance pads, a yard air system, and aM miscellaneous facilities that need to be relocated to allow the construction of the two additional 12 mL shoofly tracks. The relocated facilities will need to be constructed in their entirety and in o c L working order before the bridge can be demolished and the two shoofly tracks completed. L The work at the southern end of the new bridge crosses over existing Metrolink tracks. 0 Coordination on construction phasing, truck access, security, train scheduling, work windows, 0 flagging, construction easements, permanent easements and other coordination issues will need v 0 to be presented to Metrolink for review and approval. 3 Q Track Design M Per previous coordination and negotiation with the BNSF, it is understood that during the a construction train operations on up to two tracks can be interrupted or placed out of service. For the purpose of keeping the train yard operations fluid, the two additional shoofly tracks will be 0 added to the north of the existing intermodal strip tracks. The new shoofly tracks will be multi- a use; when work on the new bridge structure requires an existing intermodal track to be placed out of service the shoofly tracks can act as an intermodal track. Conversely when a storage track is required to be placed out of service for construction of the bridge the shoofly tracks will be 0 0 0. used for train car storage. 0 U) c a� Based on our engineering team's previous preliminary work on the project, the current t track layout allows for two additional tracks with the option of a third expansion in the future. w a These two tracks will be able to allow for approximately 7,602' of replacement strip/storage length during the construction of the new Mount Vernon Bridge. Concrete crane pads to handle 46 of 91 the weight of the overhead cranes during intermodal operations and at-grade vehicular crossings will be constructed adjacent to the new tracks to compliment current yard design and operations. Blue light/air bollards will be located at the end of each additional shoofly track for safety and to aid in completing train air brake tests. As previously discussed, the construction of p U the new shoofly tracks and crane paths will cause the existing truck paths and crane maintenance a 0 areas to be relocated. Besides being relocated for construction of the new shoofly tracks, they a CD also need to be relocated to allow for clear of truck driving lanes and crane movements to and :° CO from the repair facilities. 0 L d r Crane Pads/Crossings L 0 • Crane Pads The current intermodal yard has been designed for a standard 80 foot overhead crane 0 operation. To facilitate the maximum yard through put the intermodal tracks have been grouped v w 0 in pairs to allow the cranes to work as closely as possible on adjacent tracks. Because of the a constant movement over the same pavement limits and due to the heavy point loads while the a overhead cranes are lifting trailers and containers, the use of concrete crane pads for the crane M M pad wheels has been developed. The concrete pads are designed with a thicker section than the a adjoining asphalt pavement, typically around 2 feet in depth. The crane pads are placed adjacent to the intermodal strip track over the entire length where unloading and loading operations will R take place. a d • Crane Crossing N At the end of each intermodal track and on either side of the Mt. Vernon bridge there is a o d concrete crane crossing. At these locations the overhead crane wheels are turned to allow the 0 cranes to then straddle another intermodal track or go to the repair facility for fueling or repair a� activities. The crane crossings are poured in concrete to reduce the pavement tearing that would s be experienced using asphalt at these locations. The crane crossings are also used by trucks and w a hostlers that are also making turning movements that would cause premature pavement failure. Yard Air Bollards 47 of 91 Packet 304 9.H.c At the end of the six intermodal tracks and on either side of the existing Mt. Vernon Bridge yard air bollards are located to facilitate the departure of intermodal trains. The yard air system is used to keep the parked train car air brake system energized while the intermodal unloading and loading operation takes place. Without the aid of yard air, the train air brake system requires the coupling of locomotive engines to provide compressed air up to 85 psi p U through the train air brake piping system. It can take up to 90 minutes to pressurize the train air a 0 brake system without the use of a yard air system. Once the train is ready for departure the co locomotive engines can be coupled into the train, the yard air system removed, and the m locomotive air brake system is then used for the entire train. Using the yard air system can 0 F reduce the time to pressurize the train air brake system by 50%. j r L 0 Facilities Relocation ca • Mechanical c 0 Site Air Compressor v w 0 Due to the construction of the shoofly tracks the site yard air system will need to be relocated. The existing system is made up of an air compressor, air storage tank, and an air dryer a system. M N Q A new yard air compressor and tank needs to be robust enough to supply adequate air at 85 psig to the existing yard air system and also to the two additional shoofly tracks being constructed as part of the project. Water in the train air brake system can freeze causing the air a brake system to fail under train operation. The air dryer component of the system allows condensation to be removed from the air system and ultimately the train air brake system. N 0 as a Oil/Water Separator 0 Maintenance of the overhead cranes includes fueling, replacement of hydraulic hoses, d and lubrication of working parts on the crane. Ultimately some of these hydrocarbon products s U are spilled on the concrete maintenance platform. Large spills are cleaned up immediately and 2 Q the hazardous waste disposed of. 48 of 91 'Pactceg� 41 Over time the crane pad builds up a layer of hydrocarbons. During rainfall events the oily film on the crane pad is washed into the drainage system. Each crane repair pad drainage system needs to drain to an oil/water separator where the hydrocarbons are separated from the stormwater. Hydrocarbons are separated by a gravity system where the hydrocarbons are allowed to float to the top and the water is allowed to exit the separator by means of a series of p V under-baffles. Stormwater is then distributed to the existing sanitary sewer system and, W a 0 depending on the size of the receiving sewer system, a holding tank may need to be introduced to regulate the release rate to the sewer. Any hazardous material is then disposed of separately. m` _ 0 • Electricals`, The electrical design will follow the requirements of Caltrans standard plans and specifications, along with AASHTO standards. An analysis of the existing lighting may to be ,o completed to determine if the changes in the yard will require changes in the existing yard r lighting scheme. The lighting analysis will follow IES guidelines. Lighting software used for 0 the analysis and design would include AGI32 or Visual. The power design will comply with 0 National Electrical Code and National Electrical Safety Code requirements. 3 a M The design effort for the electrical component of the project will require close coordination with construction phasing plans for the project. Temporary power may be required a for some phases of the project until permanent power installation is completed. The electrical E design will involve relocation two crane repair areas, a yard air compressor and building, an a oil/water separator, and potentially yard lighting and power circuits. As the existing yard and tracks are not signalized, it is not anticipated that signaling circuits will need to be relocated. Additional conduits and raceways for relocated power will need to be coordinated with the 0 BNSF signal and yard operations personnel. 0 0 co :.: c • Site Drainage t The intermodal yard and storage tracks are currently surfaced drain to an underground w drainage system. The drainage system feeds into existing City drains and also flows into the a Lytle Creek channel that is west of the construction area of the Mount Vernon Bridge. 49 of 91 As part of the construction of the new shoofly tracks a number of existing drain inlets will need to be relocated. The existing drainage for the area is gathered in a concrete drainage swale and channeled into three separate drainage inlets. Inlets are connected to a drainage pipe that currently outflows to the north and drains to an open V-ditch running parallel to 4th Street. As part of the project, the inlets will be strategically located to gather the current existing flow p U but relocated as to not interfere with the construction of the new shoofly tracks and crane pads. a 0 The surrounding asphalt will be removed, the sub-grade re-graded and the area re-paved to allow a a� drainage to flow properly to the newly re-located stormwater drains. m c 0 c L • Parking/Pavement Design > As part of the construction of the shoofly tracks a number of existing trailer and container 2 L parking spots will need to be relocated. A number of parking alternatives have been explored to relocate this parking during the construction of the project. The wye track area west of Lytle 0 Creek has been looked at but has some limiting geotechnical qualities that need further study. w 0 Another alternative would be to divert trailer parking to other existing BNSF facilities in the area 0 such as the automotive unloading facility south of Rialto Street and adjacent to the BNSF B a Yard. This paved area has been under utilized by BNSF's auto market sector and could M potentially be used for the parking of trailers and containers during construction. A third a alternative would be to park trailers and containers at the Airport off of 3rd Street. BNSF in the past has leased this area for overflow parking. 0 a The existing truck route on the northern side of the intermodal facility will be altered as part of the project. The existing pavement will need to be analyzed to determine if the thickness N 4- is adequate to handle the altered truck traffic. 0 0 a 0 0 CO • Truck Gate Access d The main truck ingress and egress for intermodal operations for the BNSF is off of 4th E Street with access from the freeway off of 5th Street. All intermodal truck traffic is managed y a through the AGS gate. Currently as the inbound trucks exit the AGS gate they either enter between the intermodal tracks to drop off their trailer or container or turn to park in anyone of the multiple parking lots within the facility. With the construction of the shoofly tracks the 50 of 91 p 'g1 C17� entrance to the intermodal facility will be temporarily obstructed. The construction of the lead to the body of the intermodal tracks will need to be coordinated closely with BNSF operations to minimize impacts to yard activities. Consultant shall prepare preliminary vertical and horizontal railroad track alignments, p 0 preliminary railroad track shoofly design, preliminary intermodal track requirements, and W a 0 preliminary rail service staging plan. m Consultant shall be responsible for providing all needed data to support the City c F application for a Construction Operation and Maintenance Agreement with the BNSF Railroad, SCRRA, AMTRAK and other rail operations. L W it U The City will review and comment on the application for a Construction Operation and c 0 Maintenance Agreement. When acceptable to the City Engineer, the application will be sent to v w 0 the other parties for review and approval, if appropriate. 2 R 3 a Deliverable M • Preliminary horizontal railroad track alignment, three sets for City • Preliminary railroad track shoofly design,three sets for City a c • Preliminary intermodal track requirements, three sets for City E • Preliminary rail service staging plans, three sets for City o • Preliminary MEP Design y • a� Preliminary Structures and Building Design d • Draft Construction Operation and Maintenance Agreement,three copies to City N 0 When directed to do so, the Consultant shall complete review comments received a 0 regarding the above Deliverable and distribute copies to various parties and or agencies in identified by the City. These items will move to the 60% stage of completion. E U M a 51 of 91 Pa gB' Task 5.10 - Right-of-Way WBS 185.25, Performed by Overland Pacific & Cutler, Inc. For purposes of this proposal, it is assumed the following list of properties would be affected by the project: No. APN Owner Present Use Potential Take L) U W NW Quadrant of Mt.Vernon Avenue and 3rd Street Q 0 1 138-251-04 Banuelos,Nicolas SFR Full Take d 2 138-251-05 Romero,Ramon Vacant Land Full Take L 3 138-251-06 Obezo,Marco SFR Full Take m c 4 138-251-07 Torbiner,Kenneth&Asya SFR Full Take 0 5a 138-251-08 Labsvir,Arnia Carwash Full Take 5b 138-251-09 Labsvir,Amia Vacant Land Full Take 6 138-251-10 Cordova,Andrian and Laura SFR Partial Acquisition 7 138-251-03 Magana,Arnoldo SFR Partial Acquisition 0 v SW Quadrant of Mt.Vernon Avenue and 5`h Street r 8 138-191-01 Olmos,Jose M.&Bertha Restaurant Bldg. Temp Construction Easement 0 Mt.Vernon Avenue between 4th Street and 5t°Street V 9a 138-181-25 Desai,Maheshkumar V&Anup Vacant Land Temp Construction Easement L 9b 138-181-24 Desai,Maheshkumar V&Anup Vacant Land Temp Construction Easement 3 10a 138-181-23 Desai,Maheshkumar V&Anup Motel Temp Construction Easement Q 10b 138-181-22 Desai,Maheshkumar V&Anup Vacant Land Temp Construction Easement M M I1 138-181-46 Briken Holdings,Inc. Retail/Trade Temp Construction Easement 12a 138-182-19 Rodriguez,Jose O. Vacant Land Temp Construction Easement Q 12b 138-182-20 Rodriguez,Jose O. Vacant Land Temp Construction Easement 12c 138-182-21 Rodriguez,Jose O. Retail/Trade Temp Construction Easement t 13 138-182-22 Anitas Mexican Food Corp. Vacant Land Temp Construction Easement w Q N 138-211-01 (D 14 AT&SF(BNSF)Railroad Railroad Aerial Easement 0 138-211-06 it 0 Right-of-Way Cost Estimates 0 a 0 Consultant has been tasked with analyzing and researching the right of way impacts of w any temporary and permanent easement and permanent fee impacts for up to (18) unique Assessor's Parcel Numbers and up to (3) design alignment studies. This information will be M w gathered for inclusion into the project's financial programming documents. Information Q ascertained from this analysis will be used to assist in the clarification of design concerns throughout the PS&E phase of the project. Additionally, the identification of critical property acquisitions will influence program management decisions pertaining to the project delivery 52 of 91 t?�ac�Cet Pg;�3d9°e schedule, project financing, project risk management approaches and other significant factors. Consultant will facilitate the integration of this analysis into the appropriate project documents and assist the project team in understanding how the right of way component of the project influences all aspects required for a successful project delivery. This proposal includes one update during final design. v w a Design Review and Project Team Coordination w d 1. Ascertain all relevant design plans available for review of project impacts. -a 2. Coordinate with Project Design Team to review impacts and confirm impact 0 c assumptions. 3. Continue coordination with Design Team as new findings are revealed throughout field L research phase. r L .F+ Field Research 0 v 1. Individual field agent design review of assigned parcels. Individual meetings with 0 L appropriate OPC management ensue, as necessary to examine impacts and potential a remediation possibilities. M 2. Physical viewing of site, appropriate data recorded. Online data of individual properties incorporated into field research,where necessary. d 3. Integration of field research into appropriate OPC cost estimating formats. E �a r a Property Anal 1. Field Agent and OPC Property Analysts meeting to discuss data and draw impact conclusions and property remediation strategies. o 2. Reporting to Design Team of initial property impact conclusions. Opportunities provided c 0 to Project Team for creative problem-solving either in design or property remediation �!? .r c strategies. E s R Cost Estimate Sheet Drafts a 1. Preparation of right of way cost estimate sheet and drafted per the standards and guidelines presented in the revised Caltrans Right of Way Manual. 53 of 91 ?acltet � 0[_ 2. Coordination with relevant City representatives and/or design leads to address comments and recommendations. Quality Assurance Reviews and Report Drafts and Submittal 1. Concurrent with the Design Team's review of OPC's initial conclusions on select parcels, 0 0 v the OPC QA/QC Team will review its internal data reporting, analysis and conclusions a 0 for accuracy and consistency. d a� 2. Once property remediation and design assumptions are finalized and property impact m` conclusions are confirmed, data is finalized into the approved cost estimating formats. o c L 3. The report is subsequently submitted to the client for their formal review. L Project Oversight and Post-Submittal Design Team Follow-un Y 1. Review of initial comments from Project's Design Team and possible coordination of c 0 subsequent team meetings to clarify assumptions and strategize about cost and/or v w 0 remediation strategies. 0 2. Potential new analyses are determined from revised assumptions. a 3. Incorporation of new analysis and conclusions into the revised cost estimate analysis and M N subsequent re-submittal of report,where necessary. a d Quality Assurance and Quality Control 0 The QA/QC Plan for the Right of Way Cost Estimates entail a three-fold scope a involving thorough design coordination, detailed field research and a multi-party property impact analysis review. Errors in cost estimating for right of way often occur because of an estimator's inability to understand the nuances of a project's design impacts on any given property. Related c d to this,the lack of consistent, informed correspondence with the appropriate design personnel - 0 Cn throughout the estimating process - can lead to an impact analysis based on faulty assumptions. d For these reasons, OPC is committed to working closely with the design team to understand the E U issues and thereby assure that impact conclusions are based on correct assumptions. w Second, quality assurance and quality control can be maintained when a well trained, organized and experienced estimator performs field research with an eye toward all relevant issues. Simply viewing the site is insufficient. Factors such as multiple design alternatives and potential 54 of 91 Packet Pg. 311 9.H.c property remediation options need to be understood to complete an effective field analysis. Finally, once the design is understood and the field research is complete, an in-depth property impact analysis overseen by multiple, experienced right of way professionals, completes the process. This review entails both a higher level, program management view as well as a detailed, in-depth analytical approach. This process assures a quality dependable product for v project programming purposes. w a ° d Innovations m OPC's extensive experience of partnering with the project design team during the planning o c L phase has revealed that the proper integration of right of way impacts with the design 4$ components of a project often has a significant influence on the conservation of project funds 2 L and reduction of impacts to affected property and business owners. Additionally, this coordinated effort can have positive impacts on the development of the project schedule, the ° drafting of the project's Request for Proposal and the establishment of key partnerships early in V 0 the project life cycle. Em ' � a (10) Right of Entries M M 1. Creation of necessary Right of Entry documents and securing approval as to form from a LPA and Prime. _ a) 2. Contact and negotiations with private property owners and securing execution of required �a agreements. Q 3. Provision of regular status updates to any relevant parties part of the Project Team. 4. Facilitation of any payments from LPA to private property owners via mail. 5. Reasonable assistance to project survey team with special owner requests and access 0 d a concerns. ° w Right of Way Management and Document Support M 1. Preparation of a comprehensive project planning worksheet designed to ensure all project r w elements are considered and the work plan and client's policies are clearly understood. Q 2. Comprehensive initial project planning, including policy and budget analysis and participation in informational meetings with the public and official representatives. 55 of 91 Fi Pac1t g 3. Tracking and managing all budgetary-related aspects of the project associated with OPC's Scope of Work. 4. Assisting with the development of administrative policies, procedures and forms necessary to carry out the initial program. 5. Ongoing general consultation and project coordination with the client, social service p 0 agencies, governmental entities and project team members. a 0 6. Representation of the client at public meetings, hearings and litigation related matters. a� 7. Preparation of tracking reports that monitor the completion of project milestones of the m various disciplines involved on the project. 0 c 8. Preparation and presentation of a monthly written status report based on the agreed-upon guidelines on information to be provided. Confer weekly with client verbally on general L 0 status,problem areas, and progress. 9. Coordination with federal and state oversight agencies such as Caltrans, HUD, FHWA, r c 0 FAA, and FTA. v 0 10. Subcontracting for and managing all necessary disciplines needed for the project. v M 3 a Title Investigation Services M 1. Secure vesting deeds,property profile, and tax map for each property. a 2. Secure preliminary title reports for each property which will remain valid for a minimum of 6 months or until there is an ownership change. 3. Secure copies of recorded back-up documents as needed. a 4. Share preliminary title information with right of way engineer, surveyor, and real estate appraisers for their use on the project. co 5. Prepare list of title exceptions to be cleared; confirm manner of disposition is consistent o as a with approved project plan. 0 6. Facilitate changes to preliminary title reports after the preparation of the legal c d descriptions if necessary for partial acquisition projects. s ca r a Appraisal and Specially Appraisal Services (Fee, Review, Goodwill and Fixtures and Equipment Appraisals) 1. Consultant will mail a notification letter and acquisition policies brochure to the property 56 of 91 g owner, requesting permission to conduct an on-site inspection of the property, advising them of their right to accompany the appraiser at the time of the inspection, and requesting information regarding the property appraised which could influence the appraised value. 2. Appraiser will review title information pertaining to respective ownerships and will p U review drawings and other pertinent information relative to the parcel. a 0 3. Appraiser will inspect each property personally with the owner (if possible) and document the inspection with photographs for use in the report. m 4. Appraiser will inventory all improvements affected by the proposed taking including 0 L notes on their manner of disposition(i.e.,pay-for and remove vs. move back). 5. Further, Appraiser will retain a specialty appraisal to establish the value for fixtures & equipment for non-residential full take properties. U 6. Appraiser will perform market research to support the selected appraisal methodologies 0 and will document and confirm comparable sales information. w 0 7. Appraiser will prepare a narrative appraisal report that conforms to the Uniform -o �a Standards of Professional Appraisal Practice(USPAP). The appraisal study and report are a Ik intended to serve as an acquisition appraisal and will be prepared in a summary format M consistent with the specifications for narrative appraisal reports. Q 8. If required and upon completion of the fee appraisal, Consultant will conduct a formal review by an independent appraiser in accordance with federal regulations and Caltrans R procedures manual. a 9. Consultant will receive and analyze the completed appraisal reports and will reconcile the it real estate and fixtures and equipment conclusions, where applicable. 10. As deemed necessary, Consultant will determine the need for a Loss of Business o as Goodwill Appraisal and facilitate the services of appraiser to evaluate the loss of business 0 Cn goodwill exposure. d E s U Utility Coordination Y a 1. Consultant shall coordinate with up to (11) identified utility owners and any State of California Department of Transportation (Caltrans) utility coordination staff with respect to all utility related matters, including but not limited to: 57 of 91 �ac�et Pg 314�. a. Requests for utility as-built plans and inventory maps. b. Request for property rights information. c. Design coordination meetings and communications. d. Notices to owner to initiate design. e. Notices to owner and agreements to pothole including submissions to Caltrans for p U encroachment permits. a 0 f. Notices to owner to relocate conflicting utilities. g. Coordination and communication with respect to utility facilities that are to be m installed within planned bridge structures including preparation of agreements as c c L required. j h. Coordination and communication with respect to utility facilities that are to be L installed prior to or concurrent with client's construction project, including preparation of agreements as required. c 0 i. Preparation of no conflict letters. w 0 j. Other procedures and communications as required. 'a M 2. Consultant shall provide copies of all correspondence with utility companies and other a utility related information to the client and Caltrans as required. M M 3. Consultant shall act as extension of staff to implement utility coordination and relocation a in accordance with Caltrans Right of Way Manual, Chapter 13 and necessary client procedures, including but not limited to: �a a. Preparation of letters to owners of utilities: Many letters will require signature by a clients' utility coordination or project management staff. OPC shall prepare letters for client signature as required. OPC shall prepare and send co correspondence under OPC's signature when feasible and appropriate. o as b. Communications: OPC shall communicate effectively as needed to achieve 0 necessary and required utility coordination and relocations via all communication d methods including phone, mail, email and office communication. .Ec U c. Meetings: OPC shall set up utility coordination meetings as needed. w a d. Agreements: OPC shall prepare Agreements utilizing Caltrans format and language, modified as necessary for execution by the client. 58 of 91 F��cMc�P F i i e. Submittals: OPC shall submit letters, notices to owner, agreements, and other documents to client and Caltrans for reviews and approvals. f. Caltrans procedures: OPC shall comply fully with Caltrans utility coordination procedures, as outlined in Chapter 13 of the Caltrans Right of Way manual. OPC shall be knowledgeable in the required procedures, and shall coordinate with 0 0 U client and Caltrans as required. OPC shall maintain files in accordance with a 0 Caltrans filing requirements, and shall provide Caltrans with duplicate files and ai shall provide client with original files upon completion of construction. m 4. Consultant shall complete other and related duties as appropriate and as required as o c L follows: > a. Consultant shall obtain record copies of utility maps from each utility owner 2 L within the project limits for existing and/or proposed utility facilities. 0 b. Consultant shall include mapping and/or exhibits that clearly define the project 0 limits as part of the requests for utility information. U w 0 c. Consultant shall identify utility companies affected by the project and delineate 2 M utilities within the project's sphere of influence on the plans. a d. Consultant shall check horizontal and vertical clearances for utilities and M M coordinate design with the various utility companies to address conflicts. a e. If it is necessary to pothole existing utilities at critical locations, OPC shall M coordinate with client and Caltrans staff to arrange with the respective utility owner to pothole its facility. a f. Consultant shall coordinate the use field survey crews to locate potholed utilities by coordinates and elevations based on the project's survey controls. CO g. Known utility conflicts shall be shown on the plans with construction notes o a indicating action to be taken and by whom. 0 h. Inventory numbers of poles, vaults and other surface facilities shall be shown on d the plans for those facilities that have such numbers attached to the facility and as E U provided on the owner's inventory maps. a i. Consultant shall send preliminary design plans to owning utility companies within the project limits with request for review and comments on the plans relevant to their respective facilities, and other project specific information. 59 of 91 Pac"t i I I i i j. Consultant shall monitor responses of utility notices received and make recommendations for mitigating conflicts. k. Consultant shall provide written responses to utility companies with regard to stated concerns and conduct design coordination meetings with utility companies as needed. o 1. Unresolved issues shall be brought to the attention of the client project manager a 0 as early as practical. m. Utility conflict issues shall be resolved prior to the completion of the final design m plans as follows: 0 L i. Consultant, through client staff, shall request and obtain a written acknowledgement of any conflicts from the respective utility owners. L ii. Reasonable efforts shall be taken to accommodate utility company w requests for minor design changes to accommodate their facilities. 0 Consultant understands that the utility companies are generally operating 0 within the client or Caltrans right-of-way,but may have prior rights to that of the client / Caltrans or may have rights prescribed by Master Utility a Agreements between Caltrans and utility companies. M iii. Consultant shall coordinate inclusion of special provisions in County's bid a documents for adjustments and relocations of utility facilities as alternate bid items, if requested by the owning utility. Said work may require that cc cooperative agreements be prepared between the client and the owning a utility companies. Consultant shall prepare agreements and shall provide information and exhibits as required to support the preparation of cooperative agreements, if needed. 0 a) iv. Consultant shall conduct utility coordination meetings, as needed, 0 Cn regarding adjustments and relocations, to resolve conflict issues, and with c d respect to performing work for utility companies by client contractors. E For utility conflicts that require relocating, Consultant shall prepare w Q notices to owner relocate conflicting facilities. However, it is expected that client staff will sign the orders. Consultant shall make recommendations for special provision language with regard to utility issues, 60 of 91 e recommendations for construction windows of time for utility relocation activities, recommendations for inclusion of utility bid items, etc. Consultant shall coordinate with client survey and utility companies as required with respect to prior rights claims and determinations. n. If new electrical service will be needed, Consultant shall provide support as p U directed by client. Such support includes, but is not limited to, the following Q 0 responsibilities: as i. Obtain approved electrical service point from the serving electric company m for each service equipment enclosure to be installed, and identify c F requirements that the serving electric company has for the provision of service. Fulfill serving electric company requirements as appropriate, including preparation of applications for service and other required documents, some of which may require client or Caltrans signatures. 0 ii. Serving electric company shall be notified that Electrical Safety Orders U w 0 clearance requirements must be met (10' radial clearance between 12kv -o overhead electrical facilities and signal poles and mast arms, and greater a clearance for higher voltage electrical facilities). Show such clearance M M conflicts on the plans with construction notes. a iii. Submit plans indicating proposed service connection locations to serving electric company for approval (service equipment enclosure, conduit runs, 0 riser quadrant, pole number, and connections to vaults as appropriate). a o. Provide detailed load calculations to serving electric company, with a copy to the client, which provides calculations of the normal and maximum expected loads. N 5. Consultant shall assist with the resolution of utility related issues that may arise during o a� the bidding process and during construction, including design modifications as needed 0 and as approved by the client project manager. Specific issues, Caltrans requirements and r d utility company requirements may result in deviation from the procedures outlined s herein. w a 61 of 91 9.H.c Right of Way Support Services: Certification Oversight 1. Attend certification planning meeting with LPA and/or the Right of Way Local Assistance Coordinator and project team. 2. Ensure appraisal maps/right of way maps and legal descriptions are all properly identified and prepared in conformance with approved right of way numbering system. p L) 3. Ensure that all interests necessary for the project have been secured and all relocation a 0 activities have been performed in compliance with applicable law and regulations. as 4. Prepare certification forms in coordination with engineer and client to include the m compilation of all necessary back-up documents required including; deed, final order of o F condemnation, access easements, cooperative agreements,permits,right of entries, etc. d 5. Attend and coordinate pre and post-audit submittal meetings. L Y V TASK 6- 60 % PS&E SUBMITTAL c 0 U r- Task 6.1 - Roadway Plans 0 L WBS 230.05, Performed by AECOM a Consultant shall incorporate all reviewing agency and City comments into the roadway M N plans and estimates as a result of the 30% PS&E review. Where it is not possible or desirable to a r incorporate certain comments, Consultant shall provide a written explanation and meeting with E appropriate agencies as required. w a Deliverable v • 60%Roadway plans, three full size sets 2 m • 60% specifications, three copies o • 60% cost estimate, three copies\ c 0 Cn w The Consultant shall review comments received from the City and other parties regarding E s the above Deliverable and, when approve by the City, incorporate them into the documents. r w These items will move to the 100% stage of completion. a 62 of 91 9.H.c Task 6.2 - Drainage Plans WBS 230.30, Performed by AECOM This task includes the following subtask: Task 6.2.1 —Drainage Report 0 0 Consultant shall prepare a Drainage Report to address the existing drainage condition and a 0 the proposed mitigation and design. This report shall consider both onsite and offsite systems. Consultant shall prepare drainage plans, profiles, details and quantities based on the Drainage m Report. Consultant shall also prepare temporary drainage plans where needed. o L d Deliverable r • 60%Drainage Report, three copies c w • 60% Drainage Plans,three full size sets L 0 v The Consultant shall review comments received from the City and other parties regarding 0 the above Deliverable and, when approved by the City, incorporate them into the documents. 3 These items will move to the 100% stage of completion. a M M N Task 6.3 - Stage Construction, Traffic Handling, Detour Plans, Transportation Management Plan Q r (TMP), Construction Soil Management Plan, and Hazardous Material Contingency _ Plan WBS 230.20, Performed by AECOM and Ninyo &Moore N d Task 6.3.1 —60% Traffic Management Plan(TMP) W WBS 185.20.35, Performed by AECOM o 0 Q. 0 The objective of the TMP is to provide continuous vehicular traffic circulation and in access, with adequate space for safe and efficient construction. The TMP shall be coordinated E with the City, BNSF and other stakeholders. The TMP shall include Stage Construction, Detour �a Plans and construction detour routes. Plans must also accommodate pedestrians, bicyclists and Q rail traffic through the Project area. 63 of 91 ""�� 3� eke f 4 320 It is anticipated that the bridge will be closed to all public traffic during the entire construction period. Consultant shall be responsible for preparation, review and approval of a preliminary rail re-alignment and shoofly design with BNSF, if required. O U Task 6.3.2—60% Construction Soil Management Plan a 0 WBS 235.20, Performed by Ninyo &Moore Prepare 60% Soil Management Plan. CO 0 c L d Task 6.3.3 —60% Hazardous Material Contingency Plan WBS 235.15, Performed by Ninyo Moore c Prepare Hazardous Material Contingency Plan. 0 U 0 .a L Deliverable • 60% TMP, three copies a • 60% Soil Management Plan, three copies N v 60%Hazardous Material Contingency Plan, three copies a The Consultant shall review comments received from the City and other parties regarding the above Deliverable and, when approve by the City, incorporate them into the documents. r These items will move to the 100% stage of completion. N as U d Task 6.4 - Pavement Delineation Plans 0 WBS 230.15.05, Performed by AECOM 0 CL 0 0 W Consultant shall prepare pavement delineation plans to identify locations of painted and c thermoplastic stripes and markings, pavement markers, and delineators. The plans shall include striping details and quantity sheets. a Deliverable • 60%Pavement Delineation Plans, three full size sets 64 of 91 The Consultant shall review comments received from the City and other parties regarding the above Deliverable and, when approved by the City, incorporate them into the documents. These items will move to the 100% stage of completion. Task 6.5 Signing Plans p U WBS 230.15.05, Performed by AECOM a 0 w Consultant shall prepare Signing Plans to show existing and proposed new signs. The -00 plans shall include sign details and quantity sheets. m` c 0 c Deliverable • 60% Signing Plans, three full size sets L The Consultant shall review comments received from the City and other parties regarding ° r the above Deliverable and, when approved by the City, incorporate them into the documents. c These items will move to the 100% stage of completion. 0 46 O M L Task 6.6 - Traffic Signals, Signing, and Street Lighting Q WBS 230.15.15, Performed by AECOM M M N Deliverable Q • 60%Traffic Signals, Signing, and Street Lighting Plans,three full size sets The Consultant shall review comments received from the City and other parties regarding 0 M the above Deliverable and, when approved by the City, incorporate them into the documents. a U) d These items will move to the 100% stage of completion. d w 0 Task 6.7 -Planting and Irrigation Plans a 0 WBS 230.10, Performed by AECOM CO c Consultant shall prepare landscape plans including all necessary designs, details and E specifications necessary to bid/build the project elements based on the design concept. Erosion w a control plans shall be designed to control all site erosion and dust in all areas during construction activities. All designated bare areas proposed for landscape Consultant shall prepare detailed landscape and irrigation plans and specifications for. Consultant shall also coordinate, complete 65 of 91 °�ack� P 3" site investigations and prepare landscape plans for all existing landscape and irrigation systems that are disturbed during construction operations to be designed and replaced in kind. Deliverable • 60%Planting and Irrigation Plans, three full size sets The Consultant shall review comments received from the City and other parties regarding w the above Deliverable and, when approved by the City, incorporate them into the documents. c These items will move to the 100% stage of completion. :2 m Task 6.8 - Right-of-Way Engineering Services (For additional information, please refer to c 0 "project Impact Area Map" attached as EXHIBIT A). WBS 220, Performed by AECOM, Overland, Pacific& Cutler, Inc. &PSOMAS `o 0 In compliance with the Caltrans Right-of-Way Manual, Consultant shall perform the 0 following: v 0 Task 6.8.1 -Perform Record Data Search a WBS 220.05.05, Performed by PSOMAS M M N Consultant shall research record information consisting of subdivision maps, records of Q r c survey, corner records, county survey maps, and centerline ties within the project area. Task 6.8.2 -Acquire Title Reports N d WBS 225.50, Performed by PSOMAS co Consultant shall acquire title reports through a Title Company. Upon receipt of the title o d reports, Consultant shall utilize the title reports to establish the boundary of existing parcels and 0 U) easements. (Assumed a maximum of 15 title reports for budget purposes) CD E s U r w Q 66 of 91 9.H.c Task 6.8.3 - Perform Land Net Recovery and Field Ties WBS 220.05.05, Performed by PSOMAS Consultant field locate major cadastral monuments in the project area to establish centerline, right of way, property lines and easements from recorded and available information obtained from the City of San Bernardino and the County of San Bernardino. w a 0 d Task 6.8.4 - Land Net Map"Before Condition" Record Survey .a L WBS 220.05.10, Performed by PSOMAS 00 0 _ This activity is required by the Professional Land Surveyors Act and involves the production and filing of the 'Before Condition" Record of Survey. L V Consultant shall prepare a land net base map from recorded mapping information to be used for the Right of Way Acquisition of the existing parcels within the project limits. 0 0 Consultant shall prepare a "Before Condition" Record of Survey and process the map through 0 recordation with the San Bernardino County Surveyors office. a M M N Task 6.8.5 - Perform Monument Perpetuation Surveys a WBS 300.05.05, Performed by PSOMAS E This activity is required by the Professional Land Surveyors Act and includes: r • Preparation of lists of monuments threatened with destruction N a� • Referencing threatened monuments with tie-outs for perpetuation through Cn as construction. 0 • Setting replacement monuments after construction to effect said perpetuation. a 0 U CO All reset replacement monuments shall meet the requirements described below under the activity E "Final Monuments". �o w Q The 'Before Condition" Record of Survey (from the City) shall be the instrument on which tie- outs are documented prior to construction. In the case where swing ties or tangent over ties are 67 of 91 RAc 324 9.H.c the method of tie-out, each monument tied out using these methods shall clearly be shown as a separate "Detail' on the 'Before Condition" Record of Survey. Task 6.8.6 - Prepare Right-of-Way Maps WBS 220.15, Performed by AECOM and PSOMAS v W Prepare various types of R/W maps as dictated by Project need and the results of o negotiations with each parcel owner. Various types of R/W maps may include but are not L limited to: 0° _ 0 • Appraisal Maps d • Resolution of Necessity Maps • Deed Maps w • Relinquishment Maps L • Vacation Maps 0 • Transfer Control and Possession Maps o 13 L • Right-of-Way Record Maps 3 a M Task 6.8.7 — Negotiate Right of Way Settlement and Prepare Acquisition Documents — Fee Owner a WBS 220.20, Performed by PSOMAS and OPC E Consultant shall prepare Legal Descriptions on an as needed basis for the acquisition of a right-of-way and or temporary construction easements of the proposed improvements (Assumed a maximum of 15 legal descriptions and plats for budget purposes). Cn 4- 0 N Q. Acquisition Parcel List U U) No. APN Owner Present Use Potential Take NW Quadrant of NIL Vernon Avenue and 3rd Street E E 1 138-251-04 Banuelos,Nicolas SFR Full Take R 2 138-251-05 Romero,Ramon Vacant Land Full Take Q 3 138-251-06 Obezo,Marco SFR Full Take 4 138-251-07 Torbiner,Kenneth&Asya SFR Full Take 5a 138-251-08 Labsvir,Arnia Carwash Full Take 5b 138-251-09 Labsvir,Arnia Vacant Land Full Take 68 of 91 yyy 26 i I i No. APN Owner Present Use Potential Take ` 6 138-251-10 Cordova,Andrian and Laura SFR Partial Acquisition 7 138-251-03 Magana,Arnoldo SFR Partial Acquisition SW Quadrant of Mt.Vernon Avenue and 50 Street 8 138-191-01 Olmos,Jose M.&Bertha Restaurant Bldg. Temp Construction Easement Mt.Vernon Avenue between 4 Street and5`�Street 9a 138-181-25 Desai,Maheshkumar V&Anup Vacant Land Temp Construction Easement 0 9b 138-181-24 Desai,Maheshkumar V&Anup Vacant Land Temp Construction Easement Q 10a 138-181-23 Desai,Maheshkumar V&Anup Motel Temp Construction Easement r lob 138-181-22 Desai,Maheshkumar V&Anup Vacant Land Temp Construction Easement 11 138-181-46 Briken Holdings,Inc. Retail/Trade Temp Construction Easement m 12a 138-182-19 Rodriguez,Jose O. Vacant Land Temp Construction Easement = O 12b 138-182-20 Rodriguez,Jose O. Vacant Land Temp Construction Easement 12c 138-182-21 Rodriguez,Jose O. Retail/Trade Temp Construction Easement > 13 138-182-22 Anitas Mexican Food Corp. Vacant Land Temp Construction Easement Inuffiffiffilmom L O 138-211-01 14 AT&SF(BNSF)Railroad Railroad Aerial Easement 138-211-06 c O U Negotiate Right of Wgy Settlement and Prepare Acquisition Documents—Fee Owner v M 1. Establish and maintain a complete and current record file for each ownership in a form Q acceptable to the client. M 2. Receive and analyze title information, approved appraisal reports and legal descriptions in sufficient detail to negotiate with property owners and other parties. _ m 3. Prepare all offer letters, summary statements, and lists of compensable items of fixtures E and equipment, in accordance with state or federal regulations and approval of client. a 4. Present written purchase offers to owners or their representatives in person, when possible. Secure receipt of delivery of offer as practical and present and secure tenant information statements, as applicable. o d 5. Notify relocation agent of initiation of negotiations within 2 business days and provide 0 appraisal information, occupant contact information, and tenant information as necessary. c 6. Follow-up and negotiate with each property owner, as necessary; prepare and submit E s recommended settlement justifications to client for review and approval; review any w a independent appraisal secured by property owner and coordinate reimbursement of appraisal fees (up to $5,000) with client. Ongoing negotiations and settlement discussions will continue for 8 weeks after the initial offer or until we reach settlement or impasse. 69 of 91 i 7. Prepare and assemble acquisition contracts, deeds and related acquisition documents required for the acquisition of necessary property interests. Legal descriptions to accompany easements or to accompany partial acquisition deeds are not included in this Scope of Work. 8. Maintain a diary report of all contacts made with property owners or representatives and p U a summary of the status of negotiations indicating attitude of owners, problem areas, and a 0 other pertinent information. Copies of all applicable written correspondence will be maintained in files. m` 9. Prepare an impasse letter for any parcel where, after diligent attempts to settle by o L negotiation, it appears eminent domain will be needed or prudent to acquire the needed w interest. L 10. Transmit executed acquisition documents to client. Each transmittal package shall U include a fully executed and properly notarized deed(s), fully executed acquisition 0 contract with attachments, and a brief settlement memorandum which summarizes the U 0 pertinent data relative to the transaction. a a Title Clearance Services M M 1. Work in conjunction with escrow officer to facilitate the clearance of title matters as set a forth in the settlement memorandum and escrow instructions. 2. Coordinate payment of taxes due and release of liens. 3. Secure full or partial reconveyance instruments from lien holders of record. a w 4. Coordinate lost instrument bonds as may be necessary. 5. Coordinate and facilitate recordation of corrective deeds to clear vesting issues. 6. Secure subordination agreements from conflicting easement holders. 0 aD CL 0 Escrow Coordination-If Negotiated by Settlement w _ a� Assist the escrow/title company in the following: E t 1. Open escrow and coordinate execution of closing instructions providing for title r a insurance coverage at the settlement amount. 2. Provide escrow officer with fully executed acquisition contract and notarized deed. 3. Review settlement statement for accuracy. 70 of 91 4. Coordinate deposit of acquisition price and estimated closing costs with escrow. 5. After the closing, review the title insurance policy for accuracy. 6. Prepare and mail a letter to County Assessor requesting cancellation of taxes if appropriate. O U Eminent Domain Assistance-If Settlement by Eminent Domain w Q 0 Assist eminent domain counsel with the following: d 1. Prepare a letter for the client signature, to eminent domain counsel requesting proceeding m to condemnation. o F 2. Provide eminent domain counsel with available right of way maps and legal descriptions, > preliminary title reports and title review documents, and information on how to contact 2 L 0 each owner or interest holder. 3. Provide eminent domain counsel with a duplicate copy of the parcel file, together with a 0 copy of the appraisal, offer to purchase, correspondence, acquisition contract, and deed as w 0 presented. E .� 3 4. Convert preliminary title reports to litigation guarantees for eminent domain counsels' Q use. Title company fees (based of the value of the interest required) are additional. M M N Q Residential and Non-residential Relocation Assistance Services (if required) _ d E 1. Secure basic case information and set up case file; maintain the necessary case documentation and contact diary throughout the course of our involvement with the a U) claimant. 2. Conduct initial in-depth field interview with claimant: Document rent, income, family w size, names/ages of occupants and determine relocation needs, preferences and special 0 0 a requirements; provide general information notices and brochure; explain relocation 0 U) process, rights and benefits available. d 3. Provide on-going advisory assistance to minimize hardships on claimants, including E referrals to and coordination with community service resources, public housing and Q other public services as needed. 4. Document rent with rental agreement, receipts, or economic rent if needed. 71 of 91 Packet Pg. 328 5. Document/verify income using pay stubs,budget worksheets,tax returns, certification, and/or cash affidavit as necessary. Use rent-to-rent method if income cannot be verified. 6. Assist with the reconciliation of FF&E ownership among owner and tenant. 7. Create rent schedule for project as appropriate and if authorized by client. p U 8. Search for and document comparables for each claimant: provide initial referrals and a 0 three sets of additional housing referrals every 4-6 weeks, as necessary; search for available non-residential sites until OPC recommends at least one appropriate site or CO determines that no such site exists. Provide with any referral, an evaluation form o F which requests feedback as to the suitability of the site referral, and attempt to secure (D w response from claimant. L 0 9. Prepare letter of eligibility based on most appropriate comparable or rent schedule, �o and seek authorization of client. c 0 10. Deliver letter of eligibility to claimant, discuss findings and impacts to occupants' L) w 0 particular needs. Amend the letter of eligibility one additional time if the economics of "D 0 the comparable's availability changes over the course of our assignment. a 11. Prepare and deliver 90-day notices to vacate no later than 12 weeks after general M M N information notices have been delivered. Q 12. Arrange for transportation to view replacement sites if needed; assist claimants with their selection of a replacement site, with lease offers, with review of rental agreements, and with move bids or fixed moving payment. a 13. Inspect selected site to ensure it meets decent, safe, and sanitary requirements. 14. Monitor the replacement site escrow and explain the relocation process to agent and w escrow officer as necessary. 0 0 15. Review and discuss claimants' moving plans, build-out specifications and personal 0 property inventory and coordinate eligibility limitations in advance of physical move. d 16. Verify vacation of the displacement site and secure a certificate of abandonment. .Ec 17. Determine eligibility for proposed amount of relocation benefits, including actual and .2 a reasonable moving payments, rental/purchase differential payments, re-establishment payments, and fixed payments as applicable. 72 of 91 Packet Pg. 329 18. For residential moves, secure and process an advance claim to assist with the move, and a second final claim incorporating the moving costs and rental/purchase differential payment once family has moved to selected displacement site. For non- residential moves, secure and process moving assistance, re-establishment, in-lieu, or settlement claims ensuring that no item was duplicated in the acquisition process. p U 19. Each claim will be signed by the claimant, supported by appropriate back-up (written a O bids, schedules, receipts, etc.), and will be reviewed by OPC's project manager for as recommendation before submitting to client for approval. Each claim check will be CO delivered to claimant in person (as feasible) and a receipt of payment will be secured. o c L Y Right of Wa�Support Services: Certification Oversight L 1. Attend certification planning meeting with LPA and/or the Right of Way Local Assistance Coordinator and project team. O 2. Ensure appraisal maps/right of way maps and legal descriptions are all properly identified O and prepared in conformance with approved right of way numbering system. R 3. Ensure that all interests necessary for the project have been secured and all relocation a activities have been performed in compliance with applicable law and regulations. M 4. Prepare certification forms in coordination with engineer and client to include the a compilation of all necessary back-up documents required including; deed, final order of condemnation, access easements, cooperative agreements, permits,right of entries, etc. 5. Attend and coordinate pre and post-audit submittal meetings. a N d V Task 6.8.8 - Prepare Resolution of Necessity and Plats CO 4- WBS 220.20.15, Performed by PSOMAS O d O Prepare Resolution of Necessity and any additional information for the filing of the v) complaint, and the preparation of any attendant map or plat (Assumed a maximum of 2 legal descriptions and plats for budget purposes). w a 73 of 91 a . 9.H.c Task 6.8.9 - Prepare Director's Deed and Plats WBS 220.25.05, Performed by PSOMAS Prepare Director's Deed and attendant maps or plats (Assumed a maximum of 2 legal descriptions and plats for budget purposes). g^ O U W Task 6.8.10 - Prepare Utility Legal Descriptions and Plat o d WBS 220.15, Performed by PSOMAS .a m Prepare Utility Legal Descriptions and Plat. 0 c L d Task 6.8.11 —PUC Application L 0 WBS 205.15.25, Performed by Roy Ketring `~ v �a L .F+ Prepare PUC Application. 0 0 Task 6.8.12 - Prepare Parcel Files 3 WBS 245.50, Performed by PSOMAS a �r M M For each R/W fee of easement take,prepare a parcel file. a d Task 6.8.13 - Final Monumentation 0 WBS 300.05.05, Performed by PSOMAS a U) d Conduct a field survey and related activity to monument new R/W boundaries. d Monument type shall vary depending on the surface character at the point as follows: y 0 • In dirt 2-inch diameter galvanized iron pipe at least 24 inches in length with bronze Q. 0 disk cemented in top. The pipe and disk should be countersunk no more than 2 in u inches and no less than 1 inch from the dirt surface. E • In concrete structure or surface.- bronze disk cemented into concrete. Disk shall be �o countersunk so that top of disk is flush with the concrete surface. Q • In asphalt surface street-referred to Caltrans Right of Way Manual • In asphalt surface non-street - Galvanized iron spike at least 6 inches in length collared with a brass identification tag. Immediately underneath the brass tag shall be 74 of 91 9.H.c a stiff metal washer to prevent the brass tag from becoming deformed when the point is set. Spike and tag shall be countersunk flush with the surface. The use of "gear spikes" or"gin spikes" is expressly prohibited. All bronze disks shall be at least 2-1/4 inches in diameter. All disk and spikes set shall have a clear and unambiguous punch mark defining the p U point. Each disk or brass tag set shall be clearly and permanently labeled with the a 0 license number of the professional engineer in responsible charge of the work. If the a am license number is rendered illegible in the process of setting the point, the point shall m` be re-monumented so as to make the license number legible. 0 L Task 6.8.14 -Monumentation Map "After Condition" Record of Survey L 0 WBS 300.05.10, Performed by PSOMAS U L This activity is required by the Professional Land Surveyor act and involves the 0 U production and filing of the "After Condition" Record of Survey. o Fees associated with the above activities/delivery shall be paid by the Consultant. 3 Compensation shall be included in the overall fee paid to Consultant. a M M N Deliverable a c Deliverable shall be as indicated in this section. Three sets of each full size document shall be delivered to the City for Review. After incorporation of any changes requested by the r City or Agencies, these deliverables will move to the 100% stage of completion. N d d Task 6.9 - Geotechnical Design Report, Materials Report and Foundation Reports y 0 WBS 230.05.70, Performed by Earth Mechanics, Inc. Q, 0 U U Task 6.9.1 - Geotechnical Design Report(GDR) c a� WBS 230.05.70.15, Performed by Earth Mechanics, Inc. s 0 This task includes efforts required to produce a Geotechnical Design Report (GDR), from a geotechnical analyses to report preparation including borehole logs. The GDR will provide the geotechnical recommendations required to produce a complete PS&E. Recommendations will be made in support of the design of earthwork including cut slopes and fill embankments, standard 75 of 91 r Picket tag:332 I plan retaining walls, standard plan sound walls, groundwater identification, erosion control features, sub-excavation, and other studies involving geotechnical investigations and engineering geology. The GDR uses information collected from the geotechnical subsurface exploration to provide recommendations that support both the design and construction of the project. The GDR will provide the following: v w • Description of the project c • Summary of existing facilities and proposed improvements •L • Summary of pertinent reports and investigations CO _ • Physical setting = L • Discussion of field exploration g • Summary of geotechnical testing c 0 • Geotechnical conditions L • Geotechnical analysis and design c U • Construction considerations o E • Recommendations and specifications a This report shall be submitted to the City first, then to BNSF, SCRRA and other agencies N as required for review. Consultant shall address any comments stemming from this review and ac r prepare a final draft. All calculations supporting the design recommendations shall be included z as an appendix to the GDR. This report shall be signed and sealed by a Geotechnical Engineer licensed to practice in the State of California. When all comments are approved by the City, a N Consultant shall issue a final report. d Deliverable o a) • Geotechnical Design Report(GDR), three copies. 0 Cn c m Task 6.9.2 - Materials Report E WBS 230.05.70.25, Performed by Earth Mechanic Inc. r a Consultant will develop pavement structural sections in accordance with the guidelines in the latest Caltrans Highway Design Manual. The latest web-based Caltrans software will be used 76 of 91 Packet Pg. 333 to determine appropriate material types for buried culverts. A Materials report will be produced for the project and will address the following items: • Pavement structural section recommendations • Recommended material types for culverts • Corrosivity of in-situ soils 0 0 U • Commercial sources for aggregate and concrete a O m This report shall be submitted to the City first, then to BNSF, SCRRA, AMTRAK and -a •L other agencies as required for review. Consultant shall address any comments stemming from O this review and prepare a final draft. When all comments are approved by the City, Consultant F a� shall issue a final report. L O Deliverable y U �a • Materials Report, three copies O U O Task 6.9.3 -Draft Foundation Reports for Bridge Structure and Retaining Walls 3 WBS 240.80, Performed by Earth Mechanic Inc. a a M Following approval of Structure Type Selection, Consultant will conduct detailed foundation analyses based on geotechnical information collected from the field investigation and a c prepare separate foundation reports (one for bridge structure and one for all non-standard E retaining walls if any). The reports will contain foundation design and construction r a recommendations. All calculations supporting the design recommendations shall be included as U an appendix to the Foundation Reports. These reports shall be signed and sealed by a m Geotechnical Engineer licensed to practice in the State of California. These reports shall be c submitted to the City first, then to BNSF, SCRRA and other agencies as required for review. c U Consultant shall address any comments stemming from this review and prepare final drafts. CO When all comments are approved by the City, Consultant shall issue final reports. r U Deliverable Q • Foundation Report for Bridge Structure and Retaining Walls including Log-of-Test- Borings Sheets 77 of 91 F �1c+e P 3- • Foundation Report for Non-Standard Retaining Walls including Log-of-Test-Borings Sheet The Consultant shall review comments received from the City and other parties regarding the above Deliverable and, when approve by the City, incorporate them into the documents. These items will move to the 100% stage of completion. 0 0 U W Q O Task 6.10 - Bridge Design and Plans WBS 240.85, Performed by AECOM and Morris Engineering Inc. m Consultant shall prepare layout plans and structural details for the bridge and retaining c d wall construction. Consultant shall also prepare draft technical special provision for the bridge. > Bridge design shall be in accordance with specified criteria per Caltrans, BNSF and City c w Standards. Details and construction specifications shall be prepared in accordance with City L Standard Plans, Standard Specifications, and Standard Special Provisions. Consultant shall o U update the bridge General Plan estimate to verify its ongoing validity. o L R Deliverable Q • 60% Bridge Design and Plans,three copies full size M The Consultant shall review comments received from the City and other parties regarding a the above Deliverable and, when approved by the City, incorporate them into the documents. These items will move to the 100% stage of completion. M a Task 6.11 -Retaining Wall Design and Plans WBS 240.85, Performed by AECOM CO 4- O Consultant shall prepare layout plans and structural details, if necessary, for the walls Q O specified along the Project limits. Consultant shall prepare draft technical special provisions for the retaining walls. r Deliverable w a • 60% Retaining Wall Design Plans and Calculations, three copies full size 78 of 91 The Consultant shall review comments received from the City and other parties regarding the above Deliverable and, when approved by the City, incorporate them into the documents. These items will move to the 100% stage of completion. Task 6.12 - Permit Applications 0 0 U WBS 205.10.95, Performed by AECOM&Roy Ketring q 0 4r Consultant shall prepare and submit encroachment permit applications for construction. Permits required for this Project include: 00 • BNSF, SCRRA and AMTRAK Encroachment Permits 0 a� • Caltrans Encroachment Permit for work on Foothill Boulevard • City Encroachment/Lane closure Permit(provided at no fee to Consultant) o 0 • Prepare Construction and Maintenance Agreement between the City and BNSF. L • Prepare "Order to Construct" for PUC authorization 0 U • Prepare other necessary agreements and permits identified in the Environmental o L .. document or through the design process. 3 a Deliverable M M • Draft documents as indicated above,three copies of each document a The Consultant shall review comments received from the City and other parties regarding the above Deliverable and, when approve by the City, incorporate them into the documents. �a These items will move to the 100% stage of completion. at U) d Task 6.13 - 2"d Utility Notice Cn WBS 200.25, Performed by AECOM 0 d 0. 0 The Consultant shall prepare a second notice of utility companies that operate in the area. u� Specifically, the notice shall be sent to any utility that did not respond to the first notice and E any utility company that indicated they have a possible conflict. Sixty percent drawing shall r be provided to the utility companies that indicate they may have a conflict. a 79 of 91 Packet Pg. 336 Task 6.14 - Storm Water Pollution Prevention Plan(SWPPP) WBS 230.5.65, Performed by AECOM Consultant shall update the existing Storm Water Data Report (SWDR) and incorporate its recommendation into the Project PS&E. Consultant shall be responsible for designing mitigations for National Pollutant Discharge Elimination System (NPDES) compliance. w a 0 Deliverable rn • Draft update SWDR,three copies m • Storm Water Pollution Prevention Plans, three copies 0 The Consultant shall review comments received from the City and other parties regarding the above Deliverable and,when approved by the City, incorporate them into the documents. L 0 W V Task 6.15 - Railroad Plans 0 WBS 230.05.99, Performed by Wilson & Company, Inc. v 0 Consultant shall incorporate all reviewing agency and City comments into the railroad 3 plans and estimates as a result of the 30% PS&E review. Where it is not possible or desirable to a incorporate certain comments, Consultant shall provide a written explanation and meeting with N appropriate agencies as required. a r d Deliverable • 60%Railroad plans,three full size sets Q • 60% specifications,three copies • 60% cost estimate, three copies The Consultant shall review comments received from the City and other parties regarding o the above Deliverable and, when approve by the City, incorporate them into the documents. 0 N These items will move to the 100% stage of completion. d E s TASK 7 - 100% PS&E SUBMITTAL a 80 of 91 t�ack�t Pg�337 Task 7.1 -Roadway Plans WBS 255.10.05, Performed by AECOM This submittal shall include comments, review, coordination efforts, and all plans for streets, curb & gutter, sidewalk street lights, grading, landscaping and irrigation, signing, traffic signals, striping, demolition, bridge construction, stage construction/traffic handling, w drainage, etc. Consultant shall provide final Plans, Specifications, and Engineer's Estimate. o 0 as Deliverable m 100%Roadway Plans as indicated above,three full size copies o c 100% Specifications, three copies 8-1/2 x 1 I 100%Engineers Estimate, three copies 8-1/2 x 11 The Consultant shall review comments received from the City and other parties regarding ° the above Deliverable and, when approved by the City, incorporate them into the documents. Upon incorporation of all comments from City this item shall be submitted to various v w 0 stakeholders for review and approval. 3 a Task 7.2 -Bridge and Retaining Wall Plans - Independent Structural Check M M WBS 250.50, Performed by AECOM and Jackie L. Patterson &Associates, Inc. a r c Consultant shall independently check the unchecked plans, draft special provisions, s quantities, and construction cost estimate for the Bridges and retaining walls. Consultant's r independent review team shall analyze the structures, verify member capacities, review the y as special provisions, and prepare independent quantity calculations. All issues raised by the a� checker shall be resolve with the structural designers. The final design shall reflect agreement m 4- 0 among the designers and independent checkers. Before starting work on this task, Consultant 0 shall submit a written explanation of how the independent review will be accomplished. Work N u shall not begin prior to approval by the City Engineer. E Deliverable r r a • Written explanation of how the independent review will be accomplished, three copies. 81 of 91 Pi kit 'g,338 9Hc,. The Consultant shall review comments received from the City regarding the above Deliverable. The City many consult with other Agencies regarding the conduct of the independent review. If approve by the City, the Consultant will be give a Notice to Proceed with the independent review. The results of the independent review shall be delivered to the City Engineer and not released to any outside Agency unless/until so directed by the City Engineer. p U W Q O Task 7.3 - Railroad Plans as WBS 255.10.99, Performed by Wilson & Company, Inc. m _ This submittal shall include comments, review, coordination efforts, and all railroad c a) plans, etc. Consultant shall provide final Plans, Specifications, and Engineer's Estimate. L O W F+ U Deliverable w 100% Railroad Plans as indicated above,three full size copies v O • 100% Specifications, three copies 8-1/2 x 11 -a • 100%Engineers Estimate,three copies 8-1/2 x 11 a The Consultant shall review comments received from the City and other parties regarding M M the above Deliverable and, when approved by the City, incorporate them into the documents. a Upon incorporation of all comments from City this item shall be submitted to various stakeholders for review and approval. �a a Task 7.4 -Utility and Right-of-Way Update WBS 200.25, Performed by AECOM and Overland, Pacific & Cutler, Inc. O The Consultant shall prepare a third notice to utility companies that operate in the area Q O and submit to the City Engineer. Specifically, the notice shall be sent to any utility that did not in respond to the first or second notice and any utility company that indicated they have a possible E conflict. One-hundred percent drawing shall be provided be provided to the utility companies that indicate they may have a conflict and they shall be directed to proceed with actions a necessary to protect or relocate their facilities. The 3rd Notice will be issued by the City Engineer or designee. 82 of 91 A;,,dlVd, Consultant shall schedule and hold separate utility coordination meetings as needed, with the utility company representatives to provide and clarify project information and to monitor their progress with their relocation planning and construction. Deliverable • Utility and Right-of-Way Update, three copies of each updated document w The Consultant shall review comments received from the City and other parties regarding o w the above Deliverable and, when approved by the City, incorporate them into the document. L After incorporation of all comments, this subtask shall be considered completed. m c 0 E L d Task 7.5 - Final PS&E Documents > WBS 255.00, Performed by AECOM Team o w Consultant shall submit the Final PS&E package to City, BNSF, Caltrans and other agencies for final approval. The submittal shall incorporate review comments from all involved ci w 0 agencies. 3 Deliverable a • Final PS&E Documents, size and number of copies to be determined by other N parties to which the documents will be sent for review. Q r c as E The Consultant shall review comments received from other parties regarding the above r w Deliverable and, when approved by the City, incorporate them into the document. After w as incorporation of all comments, this subtask shall be considered 100% completed. d co Deliverable o d • One set of final plans (signed and sealed by the design team) on mylar (22" x 0 N 36"x 0.007 weight) Y c a� • Final Plans (11 x 17 size), six copies E • Final Plans (22 x 36 size) three copies w a • Final Plans electronic in AutoCAD 2000 format, Two CD* • Final special provisions 8-1/2 x 11 size), three copies a■^ 0 Final special provisions electronic on CD (word format), Two CD* 83 of 91 Packet Pg�34ti�' • Final Bridge Design& Check calculations, two copies • Final quantity calculations,two copies • Final Engineer's Estimate, three copies • Final Engineer's Estimate, electronic on CD (Excel format), Two CD* * Where electronic copies on CD are called for, all files for the PS&E shall be copied on p U each CD using separate subdirectories for the AutoCAD Plans, Special provisions, and w a 0 Engineer's Estimate m TASK 8 - CONSTRUCTION BIDDING PHASE (OPTIONAL TASK - TO BE o c L NEGOTIATED AT A LATER TIME) Bidding procedures shall be the responsibility of the City. In addition, City shall: ,o • Advise Consultant of listing dates. i • Inform Consultant of all issues and inquiries list and responses 0 4- • Provide Consultant with bid results and summary sheets for their review 0 During bid advertisement of the Project, Consultant shall refer to questions concerning 3 a the intent to City for resolution. In the event that items requiring interpretation of the drawings M or specifications are discovered during the bidding period, Consultant shall inform City. City shall advise Consultant regarding the proper procedure required for analysis of said items. Any necessary corrective action shall either be in the form of an addendum prepared by Consultant E and issued by City, or via a covering change order after the award of the construction contract. r a N d V Task 8-1 - Pre-Bid Meeting m WBS 270.25.15, Performed by AECOM Team c 0 CL Consultant shall attend the pre-bid meeting if a pre-bid meeting is determined to be �° necessary by the City. a� E Task 8.2 -Respond to Inquiries Q WBS 270.20.50, Performed by AECOM Team 84 of 91 Consultant shall draft responses to bidders' inquiries as requested by the City. All such responses shall be routed through the City Engineer or designee. Task 8.3 —Addenda WBS 270.20.50, Performed by AECOM Team p U W Consultant shall prepare addenda as requested by City Engineer or designee. c r d Task 8.4 - Construction Schedule m _ WBS 255.10.05, Performed by AECOM Team d Consultant shall prepare a CPM construction schedule in consultation with the City based g L on the estimate required working days for Project construction. ° w L Deliverable c U • CPM Construction schedule, three 24" x 36" copies o The Consultant shall review comments received from the City and other parties regarding 3 the above Deliverable and, when approved by the City, incorporate them into the document. a After incorporation of all comments,this subtask shall be considered completed. N a Task 8.5 -Materials Handouts s WBS 255.30, Performed by Earth Mechanics, Inc. r a Consultant shall prepare materials handout information as specified in Materials Information furnished to Prospective Bidders. The material handouts shall consist of electronic it N copies of the Geotechnical Design Report, Materials Report, and Foundation Report all stored in o m a CD. o V Deliverable = a� E • Material Handouts, three copies �a The Consultant shall review comments received from the City and other parties regarding Q the above Deliverable and, when approved by the City, incorporate them into the document. After incorporation of all comments, this subtask shall be considered completed. 85 of 91 Packet Pg. 342 Task 8.6 -Resident Engineer Pending File WBS 255.40, Performed by AECOM Team Consultant shall meet with the Construction Manager and functional units and provide U the following information for the Construction Manager file: (This list is not comprehensive c and Consultant shall provide additional information as appropriate) • Permits m _ • Surveying Notes F L • Cross Sections • Bridge Four Scale o w • Geotechnical (GDR), Materials Report, Foundation(FDR) Reports L r • Hydrology/Hydraulics Report and calculations 0 U • Relevant correspondence and memorandum o • Engineering calculations (horizontal and vertical alignments, earthwork 3 quantities, etc.) a • Environmental Agreements and Reports N • Summary and discussion of Environmental issues a w • Traffic Management Plan and supplements • Material Handouts w r • Storm Water Data Report N d Right-of-Way Maps Agreements d • List of Project Personnel N 4- 0 • Cooperative Agreements a 0 Consultant shall provide an electronic version of RE pending file information. When a U) u report is required, the report shall be signed and sealed by a Registered Professional Engineer or d E other California State licensed specialist as required by law. v r w Q TASK 9 - CONSTRUCTION SUPPORT PHASE (OPTIONAL TASK - TO BE NEGOTIATED AT A LATER TIME) 86 of 91 Packet Pg. 343 Construction of the Project shall be the responsibility of the City's Contractor. During the construction phase, Consultant shall work closely with Project Manager within the budget allotted to assist and advise on issues in order to minimize construction conflicts and to expedite Project completion. O U Task 9.1 -Pre-Construction Meeting Q 0 WBS 100.20.10, Performed by AECOM Team L Consultant shall attend the pre-construction meeting. The roll of the Consultant shall be m c to provide design support to the City and/or its construction representative at the meeting. d Task 9.2 -Partnering Workshop (Deletable Item- TO BE NEGOTIATED AT A LATER TIME) o w WBS 270.25, Performed by AECOM Team L 0 V Consultant shall attend a partnering workshop, if scheduled. o L 3 Task 9.3 - Additional Drawings Due to Consultant Errors, Omissions, or Revisions. Q v WBS 285.10.15, Performed by AECOM Team N a In the case of errors and/or omissions, Consultant shall furnish additional and/or revised drawings or work effort necessary for correction and change orders. The City shall provide a written request for such drawings or work effort and Consultant shall provide said drawings or a work effort at no additional cost to the City. Consultant shall also provide the original tracing of the drawings and contract wording for related change orders to City at no additional cost. N w 0 d Task 9.4 - Shop Drawing and Submittal Review 0 CD WBS 270.20.35, Performed by AECOM Team E Consultant shall review all submittals and shop drawings. The review of shop drawings 0 shall include bridge working drawing submittals, construction contractor's submittals for Q substitutions, construction contractor's alternative construction Methods or Materials approval(s), steel layout for structures, independent check of construction contractor's falsework submittal 5£ and other submittals and shop drawings as requested by the Construction Manager. 87 of 91 Packet Pg. 344 Task 9.5 - Supplemental Drawings at City's Request(Extra Work) WBS 270.20.50, Performed by AECOM Team If requested by City, Consultant shall prepare supplemental drawings and change order- w supporting documents. Any such supplemental drawings constitute extra work; therefore, prior o approval from City is required. Any such additional engineering services, drawings, or change order documentation prepared prior to receiving the required approval shall be at Consultant's m _ 0 risk and expense. E d Task 9.6 - Site Visits o WBS 270.30.05, Performed by AECOM Team r Consultant shall visit the job site as requested by the City for the purpose of responding 0 w 0 to bidder inquiries. 0 3 a Task 9.6.1- Asbestos Abetment Monitoring M co WBS 270.80, Performed by Ninyo &Moore a Task 9.6.2—Hazardous Waste Removal Monitoring WBS 270.80, Performed by Ninyo &Moore r a Task 9.7 - Respond to Inquiries/RFIs WBS 270.20.50, Performed by AECOM Team d Cn 4- 0 Consultant shall draft responses to contractor inquiries and RFIs as requested by the 0 CL 0 City's Construction Manager. vn c m E Task 9.8 - Change Order Preparation and Review �o r WBS 285.10.15, Performed by AECOM Team a Consultant shall review proposed change orders, draft change orders language and make recommendations as requested by the City's Construction Manager. If said changes are 88 of 91 I necessary as direct result of design errors and/or omissions, Consultant shall prepare and/or review contract change orders at no additional cost to City. City will: • Act as lead for direction on issues raised and inquiries made by the Construction Manager o U • Inform Consultant of all field changes and Contract Change Orders (CCOs) q 0 • Prepare and maintain working as-built mark-ups in the field d as m Task 9.9 -As-Builts o F WBS 295.15, Performed by AECOM Team j Consultant shall be responsible for incorporation as-builts into the PS&E, including c preparing final As-Built plans reflecting completed work onto one set of final Project mylars. L C 0 U TASK 10 -PROJECT CLOSEOUT o L After construction, Consultant shall provide all final construction Project records in a accordance with City's requirements. Records shall include, but not necessarily be limited to M N design survey records, including legible hard copies and electronic files, recorded a w monumentation, and post construction audits. Consultant shall maintain all Project records in E accordance with the filing system provided by the City. 0 r a N Task 10.1 - Develop Final Record Drawing Plans WBS 295.15, Performed by AECOM Team 0 While City is responsible for maintaining working field as-built mark ups, Consultant a U shall keep a similar set of plans, noting all variation between the plans and the actual N w construction. These marked up plans shall form the basis for the development of the Final record E drawing PS&E. In developing the Final record drawing PS&E, Consultant shall follow all requirements as specified and submit to City no later than 60 days after construction contract a acceptance by City. City has final acceptance after all other Agencies accept. 89 of 91 Packet Pg. 346 i I Task 10.2 - Deliver Project Files WBS 295.20, Performed by AECOM Team Consultant shall provide all pertinent Project record to City. Documents shall be w organized in accordance with the City's filing system. 0 d a� L Task 10.3 -Recorded Monumentation m c 0 WBS 300.05.10, Performed by PSOMAS L a) In accordance with the Professional Land Surveyors Act, Consultant shall review L monument surveys for the Project right-of-way. Consultant shall also review mapping and 0 documentation for all recorded monuments associated with the Project. c 0 U 0 Task 10.4 - Post Audits T WBS 295.00, Performed by AECOM Team a Consultant shall assist the City with project post construction audits, as required or N requested by Caltrans, BNSF or City. a r c a) E TASK 11 - CONTINGENCY(DELETABLE - TO BE NEGOTIATED AT A LATER TIME) r a This task shall consist of an amount equal to 15% of the Consultant's proposed Not-To- Exceed fee. This amount shall be used, when requested by the City, to compensate the 4) a) co Consultant for unforeseen work that has not been included in the RFP. It shall not be used to 0 m compensate the Consultant for cost over-run(s) on other Tasks contained herein, unless it can be 0 Cn shown that the over-run(s) are the result of, or caused exclusively by, an action or inaction of the as City. �o w w a 90 of 91 Packet Pg. 347 4 PAYMENT FOR CONSULTANT SERVICES The fee for Consultant services is as follows, billings will be according to these cost categories: Submittals Fee O U W DESIGN TASKS a 0 Task 1 -Project Management/Coordination/Administration $ 334,360 Task 2 - Environmental Document Verification and Supplemental Environmental Document Support $ 31,289 0 Task 3 - Site Investigation/Utilities/Mapping/Reports $ 157,582 d Task 5 - 30%PS&E Submittal $ 460,634 Task 6 - 60% PS&E Submittal $ 1,211,025 w Task 7 - 100%PS&E Submittal $ 580,766 Task 10 - Project Close-Out $ 32,503 0 U Design Tasks Direct Costs (T&M) $ 295,930 0 SUBTOTAL DESIGN TASKS FEE $3,104,088 3 a DELETABLE TASKS (TO BE NEGOTIATED AT A LATER TIME) M Task 2.3 - Supplemental Environmental Document $ a Task 4 - Protection of Santa Fe Smokestack $ c 0 Task 11 —Contingency(10%) $ 0 Deletable Tasks Direct Costs (T&M) $ a U) SUBTOTAL DELETABLE TASKS FEE $ 0 it a� TOTAL DESIGN COSTS (INCLUDING DELETABLE COSTS) $ 0 m a OPTIONAL TASKS (TO BE NEGOTIATED AT A LATER TIME) Task 8 - Construction Bidding Phase $ a� Task 9 - Construction Support Phase $ .Ec U Optional Tasks Direct Costs (T&M) $ a SUBTOTAL OPTIONAL TASKS FEE $ TOTAL FOR ALL TASKS (Excluding Optional and Deleable Tasks) $3,104,088 91 of 91 Fpacket Pg. 348 9.H.d i i 3 O U W Q O O AML I.fJ O L Q� L O ATTACHMENT "B" L O U O "Ea FEE PROPOSAL 3 Q v M M N m C d E L U r r-� Q t6 N O Q. O L d O d LL c N E s u m .r w Q Packet Pg. 349 4MM� ­q ION 0 S 0 z M 0: C) 0 z cr z L) LU < < >1 LU o; m 0 0 4 1 1 11 Z, < iz w 4 -j 6 w 0 CL < Lu \ }§ 'Dui —J 'D ui 0 W LU 0 �2 Lu a. N 0 > U) 0 10 0 /} CL Lu z CL — Z U m (n LLI 0 LU LLI o M > ro Z <z E o < z \ z a. z z w U) LLJ w 0)< y a�u > 0 OW o Z z CL 0< 2 CL cn 3 0 LL (L W E LU fz < tt Ma LU < } 0 0 / I z 2 UA 0 > I M z 0 c 0 0 E > 0 )&�t K o U c E E U, w 12 10 E 2 wx LU cn < g 0 Z '0 2 < U, c I E 0� z 1.01 ?�.1 g 0 21 z a u > Z O >1 0 z 5' >Z-- — � t 0 < < P..k.t�350 F 9.H.d �2 < 0 O U 0 z z ------- ------ 0 2< z V) www �2 < 0 C) :t 0 .T z Lu a,z w0 U Lu <0�0� < 2 < -—————— rn z 0 04 E) E 0 0- w Z3 10 En W ------- ------ LU fn 0. 0 06 > 0 C/) 0 C) zo 0 (L w z CL 2z, Mil I'l 111 11 F- w CL) Z U (1) N W W n 0 40 T-2)Q E >< o �s O CL w Hill I w 0 z 9: otf �zw W'O� E LU 2.)w m 0 Z < > o z % 0 I 0. o< c; j �2 0. 0 LL 0 o0 C� r A E -j Cc UA 3 ul 06 m uj LU C, 0 LU z ti Cl, 2 o In 1. T 0 a o OU uj Q N m E 3: uj Cc ' , 1 3: c 2 lu E E 8 LL S 2, Do -W t Z'm > E E' E 0 o a d° 10 E 2 < > > .0 > MWD ... . ...nom...... P..k.t Pg.351 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant AECOM DIRECT LABOR Initial �. Hourly O Classification Name Range Hours Rate Total U Uj Principal Lewis Cornell 20 @ $94.38 $ 1,888 Q Project Manager Mohan Char 546 @ $85.15 $ 46,494 0 Senior Engineer Todd Dudley/Ed Ng 2,793 @ $65.28 $ 182,340 Kimberly Gee/Jackie m Associate Engineer Wang 4,610 @ $35.48 $ 163,567 Raymond Andrasek/Ed = CADD Landas 2,810 @ $46.83 $ 131,606 Clerical Kristina Toan 404 @ $28.03 $ 11,324 r Electrical Lead Ben Mascardo 184 @ $65.28 $ 12,012 L Electrical Senior John Kim 358 @ $48.61 $ 17,402 ,o Electrical CAD Cris Canlobo 318 @ $46.83 $ 14,893 Senior Program Manager Steven Greene 48 @ $78.91 $ 3,787 r Sr.Transp.Planner Mike Arizabal 24 @ $34.90 $ 838 U Transp.Planner I Amanda Smith 240 @ $28.86 $ 6,925 c CAD/Graphics Joel Ulloa 40 @ $25.93 $ 1,037 .� Transit Leader David Sampson 20 @ $86.95 $ 1,739 3 Sr.Transit Planner Christopher Henry 40 @ $45.67 $ 1,827 Q Transit Planner Michael Wallin 40 @ $37.39 $ 1,496 Senior Modeler Patrick Coleman 8 @ $83.57 $ 669 CO) Modeler Mehul Champaneri 72 @ $41.92 $ 3,019 @ $ 0 on T _ Subtotal Direct Labor Costs $ 602,863 0 E Anticipated Salary Increases* $ 0 Total Direct Labor Costs $ 602,863 Q FRINGE BENEFITS Rate Total 156.22 % $ 941,792 0 CL Total Fringe Benefits $ 941,792 0 a INDIRECT COSTS Rate Total d Overhead % $ ii General and Administrative % $ Total 0.00 % E E Total Indirect Costs $ 0 ca FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate Q 10.00 % Fee(DC+FB+I) $ 154,465 Packet Pg3 352 . Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant AECOM OTHER COSTS 1. Reproduction $ 13,120 2. Copying $ 350 0 3. Plotting $ 3,300 V 4. Transportation/Travel $ 3,530 W 5. Special Deliveries $ 2,000 p 6. Computer Costs $ d Subtotal Other Costs $ 22,300 -a L m O L d FEE(Other Costs) Rate > 0.00 % Fee(OC) $ 0 0 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) Arellano Associates $ 52,877 Earth Mechanics,Inc. $ 193,413 p ICF International $ 10,953 L) Jackie L Patterson&Associates,Inc. $ 150,321 O Morris Engineering Inc. 33,500 � Ninyo&Moore $ 121,061 Q Overland,Pacific&Cutler Inc. $ 199,816 PSOMAS $ 189,097 M Roy Ketring 26,555 Thirtieth Street Architects $ 56,302 00 Wilson&Company,Inc. $ 348,772 = d E TOTAL COST $ 3,104,088 w w Q 70 N O O. O L a m as LL C d E V cC w Q Packet Pg. 353 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for ,a MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant AECOM _ OTHER COSTS-Itemized Unit Cost Quanity/Units Total O 1. Reproduction $ 13,120 w B&W 8.5"x 11" $ 0.06 10000 EA $ 600 Q 0 B&W 11"X 17" $ 0.12 50000 EA $ 6,000 Color 8.5"X 11" $ 0.45 5488 EA $ 2,470 a Color 11"x 17" $ 0.75 5400 EA $ 4,050 m 2. Copying $ 350 c B&W 8.5"x 11" $ 0.06 2000 EA $ 120 B&W 11"X 17" $ 0.12 1920 EA $ 230 > 3. Plotting $ 3,300 B&W Plotting $ 0.15 5000 SF $ 750 ,o Color Plotting $ 1.25 2040 SF $ 2,550 4. Transportation/Travel $ 3,530 L Mileage $ 0.565 6036 MI $ 3,410 U Parking $ 6.00 20 EA $ 120 0 5. Special Deliveries $ 20.00 100 EA $ 2,000 v 6. Computer Costs $ `0 - Subtotal Other Costs $ 22,300 Q M *All mileage will be billed at the IRS approved rate. m T d E R Y Q O Q. O L a m m LL c d E �o a =�'acketFg 3 .. CITY OF SAN BERNARDINO Plans,Specifications&Estimates(PSBE)and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT c1. CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Manhours n1.CitY of San BernaMina M11: OM10113 Pra: Element'. TASKS 2SUBTASKS FT-' inject Management/COOrrgneliru✓ 1.1 Prolecl Management Pbn 100.15.05 4 22 20 8 8 72 2 2 1. 510,381 12 CooNinelioNAtlminiso-alion 100.15.10 12.1 CooNinmion a�Meetings 100.16.10 ?2 138 160 830.142 1.x.1.1 Project Development Team Meallrgs 100.15.10 32.3631 112 80 08 38 35,,383 85),940 1242 Pw c Oahe-azln Meal tgs -_ top 1510 16 36 10 40............... n 204 $26,86] 121.3 oae COPNinatipn Meetings 100.15.10 2%.BOB w B2 60 N 514.BOB 560,)77 122 Admin'ilstration 100.13.10 122.1 ncroachmenl Permes 100.15 Ill 14 32 44 80 $13,111 1.3 6cne0ule 100.15.05 32 32 24 BB 812.400 1,4 Progress Report 100.15.10 M 12 ID 5 1. 518.840 Iz Owliry AasurarcalOwl'4y C.D-(GNOC)Plan 100.15.05 5 28 36 N 30 24 2 4 176 822,539 1.8 ullik Oua-Program 100.1505 132 138 1. 454 844208 1,7 Value Aratysis Review 100.15.05 2 14 28 24 6B $11.146 r-2 Environmental Dacumant Verificatbn entl supgemvntal Envimnmenln 0acumeN Support lunr- 2.1 Data collection MKI)s Develop Brkge ArthilesWrel EnherlcemUM 21,1 .iiill aMat meal SHPO MOA 235.05.05 32 5 32 A Re9uiremenm b 511.JI8 2.12 D DD 9 Ugh"9 II tives11a1 men 215.05.05 6 16 a 30 54.002 5 PO MO gmrem 23 _..... Worxsfbp -. 235.05.20 -.... t4 8 g 1 34 86.898 221 D-I.P Brb9eA hitectuml Enhancement 235.05.05 12 32 4 4Y. 56,8,2 O Preferre0 Altemative () 222 wlop Bhdge Lighting Prefened Altemative 235.05.0, 6 4 53,581 W De 16 6 23 SupplementalEmironmenlai Document X055 O (Oe 1a51e Task) k T..3 3.1 ---_ Sfie Investigation 235.10 2 4 4 4 4 3.2 Surveying -...-...... 185.10.60 2 4 If 22 12.1 Desgn surveys 105.10.80 14 46 fi0 146 140 30 105 4 5 Sti:.11" m C 3] MalenalslFOUMation/GeolechniceO Haundous 18520 Waste Investigation Reports RequimmeMS G 3.11 aza,dous Wastelrneslgalion 235.10 8 5 60 52 58 36 12 2fd 328.264 d 3,3,2 iminary-loom Repod 240.65 2 5 66 36 1. $23.43) 7 3.4 Geolechniral Espbrelbn Plan 185.20 3.4.1 Rigmuf-Entry Permits 205.05 190 124 514,72fi 3.4.2 Geotec 1.1 E.Ploralbn 185.20 2 8 16 IN 150 521.678 w Trk 1 Pmlectlon NSanM Fe SmoBaztacF(De ereNV U TasBf 1x25 3096 PSBE SUbmatal 5.1 Fact Sheets 185.15.15 10 48 33 8 6 1. EI5,052 C O 52 Pre iminary Plans-Geometnk Approval Drawings 185.15.10 10 48 148 8 220 $.528 V 83 --y 185.20.05 40 20 240 W 5 40 40 6 12 532 w.1. 0 s.4 Roadway Plans 185.15.05 2 4o 132 23, 141 554 8)7.- 5.5 Surveys(--n is Directed 1.Task 3.2) 185.10.00 5.6 9,id9e Type Selection Repm1(BTSR)-Desgn 24.15 318352 5.4555826 319 320 I18 828.091 5110,530 Q 5.7 PmjecI LOST(3o%ES5malel 240.93 41 14 48 1. 8 8 230 828,207 ss U41iry lit,o .--I-U10iry Notice 200.25 4 8 16 2B $4,032 M 5.8.1 Dre0 PUC ApDlil,lb- 205.15.25 30 b $3,993 59 i 185.15.99 5.8.1 Ra P.-m T.11 Alignment Plans 185.13.88 8 16 32 32 100 5 200 $23,178 m 5.9.2 Prallmirary EnpoM Design 185.15.89 6 8 8 5 44 $5,169 5.6.3 Preliminary ln.-I Track Rgl.-PtS 185.1599 0 10 3fi 10 10 T4 $11228 C 09 5.8.6 iminary Rail Smvra Staging Plana 185.15.96 24 b 8 16 5 4 tR 522.672 E DI -D Operation and M-1.n. = 5.9.5 AgreementM 1&5.15.99 50 50 58Ass U 5.s s Pretimirery MEP Design 4 W 60 N 1. 521,098 u_ 591 Preliminary swcturesaM B-.,Design 1.'''99 0 4 24 b 1. $16.087 Q 5.10 RigM111f-WaY 10525 b 100 300 521.619 N Tpag 60%-is Suemma! 31,211,41415 0 6.1 dway PMna 230.05 2 48 200 120 I. 1]D 51114,052 O 6.2 Dninega Plans 230.30 0 10 120 48 216 $27,616 d 6.211 6o%Drei,age Repod 185.20.1D 4 m s0 0 N $13.216 0) SUge GOnswctiPn T,.K.H-1h Derour Plans.TransDOrtalion Managenrenl Plan(TMP), LL 8.3 C-DUCtbn Soil Mara9emenl PUn,and 23020 8 40 8 .. us Materiel Contingency Plan 831 an59amenl Plan(Atknlan is 1,5.20.35 as ) 6.3.2 60%CO eWCtbn$PII Management Plan 235.20 2 6 8 32 4 4 fig lis.l. L U 0 60%HaraMOUS Material Contingency Plan 235.15 2 2 d 12 2 2, 53,023 r 8.4 in n .- D D Plans 230.15.05 8 8 60 E]A98 Q 6.5 Sgning Plansl 230.15.05 8 4J 8 60 87,188 6.6 Be Signak,Sgnirg entl BVeet Lighting 230.15.15 16 40 120 1. 1. 556 881.o. fit Pl-1 eW In,-Plans 230.10 4 8 4, 24 . Et1,DID 8.8 RlgMaf-Way Ergirreenng Servbes 220.00 32 1. 112 518,550 6 B I Pedrom RPWN Data Search 220.05.05 2 il 10 51.50, Ds2 Acguire T4k Reports 225150 '1 4 $1,515 60.3 Pl-Land Nat Recovery aN FkM T. 2x0.05.05 2 12 14 52,15$ -MaP'Bafon Cailuui'elmntl - _-- - - 884.-_ ---.-Survey 25.05.10 2 18 33 g 8 x 8B 5),934 6.85 Pedarm Monument Pe Dli BOn Survey 300.os.Os 8 30 36 . Z4 15 51,5,9 gg6 Prepare Rghluf.WaY M.PS 25.15 12 90 ga If 21 _-_-- __.. 180 8..808 6.8.1 N 90 i9Maf-W yS BlemeM aM 50.5 100 110 158 P 9 IsNan D m -Fee Owrer 61i 586.251 Us P oMion of Necesa ity entl Plate 255.15 2 8 a 18 82333 6.8.9 Prepare Direc l o-1 and Plats -.2s us 2 8 s 16 $2.353 6.8.10 Prepare Utilly Legal Descrtplions end Plat 25.15 2 12 24 16 IB TO 89,969 :.11 121 PUC 205.15 24 24 53191 8.0.12 P I 25 F I 245.50 2 2 6 8 5 52.841 89.13 F Mo 300.05.06 2 2 8 0 5 52.841 8.511 ......6 y D fte G - R b 300.05.10 4 72 32 of B.B Geolectmnrat Dnpn RepoM1 MahMk Repop enq 230.0510 ou datl0n R 1 D,li 6.9.1 GeMecM1n'rel DeMgn RepM/GAR) 230.05.]0.15 2 18 dd 32 32 /8 142 522.031 2 Malr�Oab Report 2300 5.70.25 2 16 32 16 24 a w $15,131„ 693 ..Re 9 t.n Reports for grMge s,uciure zm 21080 2 24 26 0o N .. 178 524,197 s.;Design entl Plans 240.65 SR 8006 61.1833M2 658 13?B 1340 34)1.OB 5451510 6.101 Reuininq Wall Design and Plans 240.85 9 180 272 56 816 585.056 6.12 miit ADDlications 205.10.95 4 8 12 52.432 6 t3 2n°Ut11iry Notice 200.25 2 8 8 10 52,752 6.14 51Prm w-Pollution Prevention Plan(sWPPP) 230.06.85 12 48 80 40 Im $24982 6.15 Railroad Plans 2300598 8 60 306 316 480 40 1212 $113.002 Packet Pg.355 CITY OF SAN BERNARDINO Plans,Specifications&Estimates(PS&E)and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COSTPROPOSAL Manhours sa.9..n,m�ee o.r.: oulon3 Elemem: TASKS ISUBTASKS sytr Tw Tuk] 10096 P55E SU5mrttal 7.1 RpatrxaY Plans 255.1005 40 202 100 140 64 168 128 11 $1%.-1 T1 Bee,-Rate I,Wall Pl--IneepenOeM 25050 843834 119728/81 531 582 392 Structural RZ— 1]t2.02 $251,Sfi0 7.3 Imae Plans 2'%.10.% 6 H 158 101 132 262 Tp Ue y-R.91--WaY Up— 20015 20 20 W 15. 249 $29,313 7.5 '_i PSBE Documents 255.00 10 24 180 210 142 4 806 883.073 TWO DpesrrvPrb.9 ,,,P5.2s(Oprropel7asl0 —a Datstrv—Support 1—(opfl lTUIQ TM510 PmJacf $52.801 10.1 Develop Final Recce D—q P— 295.15 B aJ m 20 BB $12,880 102 DenverPmject Piles 29610 8 8 8 8 w _ n MAN tOJ -- - Recoreee Monumamatbn - 300.05.10 4 8 6 20 52,831 10.1 Posl AUald 295.00 t8 18 18 48 50,364 T.Y 11 Contln9ancY(OeH(s61B1 _... _ _ Or.IM Tout $N5 e5220 H$$ 1585 1$N tOM 2b9 $N5,9301 42721 f3,t0a,088 O U W O Ol QI m C O C d O U N C 0 U I O a M M N_ m C 0) L V N O1 N O Q O a` d m LL G U E S U ¢ 3 Packet Pg.356 1 LU 0 0 1. 6 0 w t2 87 -IF 16 1 lo t I I In Em 0 0 > to 5 z 73 E2 6 .6 rn 0 cli c%i W O 4 0 IV; t 2 S 0 < _si Ap" 02 W U0 L w , , a- <w <w 0 0 U) I. z ILL 1� W 0 FL 0 E > < 0 F- z IN W 0 a- od z If I I I I C: 0 > E _ o E�1. �lj cl 16 16 F- Co E Z N 0 Co ui ui 6, o q6 O O el I q q v 3 U 8 8 9 z c5l N N's ok i 0 'E ES 0 L. 0-1 E o al i i ILL 6 ol g: 1 ���2 . C i i E 10 As T"! 3121 Af! i - E E g E- .0's: Eli I I 12 1-21 'MI i6.1 1 0 9i 2'E! A',) III E &M: �.—I 9 'I �2. l�2 f E R ai < 2 0 .2 1 .20 2 A!, 0 0 00 00 L) u u 0 o U L)W I p CC 14 i Packet Pg. 357 i Ri LLI uj Co Cu zr, 12 al 0 Co 2 �6 LLJ < LU 0 of L) U, 9 Z uj Z m Lu LU M 0 LU < W 7, o6 IL 0 m Co Z 0- w Z a E Z C) cn U- W. a:W W 0 0 E > M< 0 W 0 c6 z 'n of 0 > co E z Cu E .0 Z 0 CL Co L6 L6 E 1 1-0 1!5 A 11 1 < E & E2 a 12 A2 0 2 i .512 Lo 'o E "A. E 2:=1 O'.1L 0 -t, > gi� 4 < 4 E < < -x uj tu: -W : : : . e 2 e -2; i : ,; I ; i It of 0 M �? T 3 ; : 1 1'i j 2 Ri oil .6 E i : OP 0 CL 0. Lj IL < �o E5; E U L) L) u 0 0 0 0 0 0 < ew as as as cil ma q L6 4:4 i nisei: i 6 j Ld 6 5 N:'., Packet Pg. 358 �2 i LU ;21 F a 81 Eli Nn o i ! f 2 uj 0 �2 �2 o 76 0 Z Ci Tj 5Z 12 q LU V E < 0 C, Cl C� < C� L) 0 0 < U) p Z U, L-L61 > 00 7�6 --x c = 2 u 0 00 :D Z LL, Z VJ ZD �U- E.: S-5, in Lau Co -0 wo Co < b CL Z IN W 0 f C-S �-6 2 �CL Z Co LLJ > E 8 im F- L) Z 2 E (D 0 C3-2i .�q -6 " : ; q 6 N U) ;.t i - . ... CI) M 1 :9 g j C, �Ih-il g ! oi ; 0 6 7 7 7 C; N: C; 0 R 0 IX 5i 1-v !-I Q. EL i f g �o UII-) S!IC E 8 -E § E 1 .02 _g: LL jj g W t D rL!U_ < co N 0 ir E: 6C'g a L;. !m >: (L' CIL W -6 E E W 0: IL a. iL m CL Eli 0 0 0 0 0 0 E L) L) 2 a ¢ ¢ ¢ . , caw < < < �'2 HS ;o T 6 16 Iq Ill -q .6 .6 m Packet Pg. 359 9.H.d i _ N tN7!:Nni p�• gmq 't7 �' W{M ! I: IA O�OI OO y mfOOj Aj O)! '1 NiWW OWW; O;fO ! I 'tlgqp iWl yl M V O rNCI!N! Oi Ni;N Mi OI� 1 ii •N iNI M N :,. N N NiiN WI i U QW 6 �!'m r x U I i N" � • I I I O I I: W V❑ O I i , �rj 0 -° o mmN j i i d Ww N� O Z m U o° u oo Q 2 I I I �O Q `01° °�o � I � i 'OV Na eN7•� ' � � ':gIW ' fU3 aN ❑ °o ❑ °o, p ❑ N ❑ N O W O Q = U) m` OL r flN IW� i i;< tN7 �•N I NIW t0 4�Lij N N O O ! I O Lo Of WLJ W m d ¢w` in <w° :n U CO 06 > O 0 U) O Z d W Z d �p C G p C 0 y N ! I ! L- C� W W N NW v Nw O C Q O O N '<01N� N .O i V'W I M _U O O UWDa ° 023 Z d o f N LL� w a w i �' I Co U) C: LLJ U > C 5 O C W C N m 0 N ! w Z aC NN d N W W (D OO aC U) m p N1 i10 9 C d a 0 C2 a LL - m @ � m Iii •a w.. i @ m .i.i rn a m m 2 E a m E LL W LL W LL W m lG.Z' m m a. HQ la- Q rQ Vmmab "c � � ff � � d'..c3°''S€'� € � a ',, $ ��?'':- •S -SU > ' 8a c Q ¢ � N Qp tt:a OO UV U D c ! I I mml tCimi! m !mi FIiA A IA MIA ill;F;ii� i ':Ilmi Packet Pg. 360 Plans, Specifications & Estimates(PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Arellano Associates DIRECT LABOR Initial Hourly Classification Name Range Hours Rate Total O Project Manager Cheryl Donahue 124 @ $90.00 $ 11,160 u Outreach Coordinator Elsa Argomaniz 136 @ $61.00 $ 8,296 Q Project Support Edna Cruz 186 @ $18.00 $ 3,348 0 0 @ $ 0 0 @ $ 0 'a 0 @ $ 0 m 0 @ $ 0 0 0 @ $ 0 L 0 @ $ 0 m 0 @ $ 0 Subtotal Direct Labor Costs $ 22,804 C Anticipated Salary Increases* $ 0 "- .r Total Direct Labor Costs $ 22,804 0 L F+ FRINGE BENEFITS Rate Total 0 % $ 0 U I, Total Fringe Benefits $ 0 0 INDIRECT COSTS Rate Total R Overhead 71.13 % $ Q General and Administrative % $ Total 71.13 % M Total Indirect Costs $ 16,220 FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate m 10.00 % c Fee(DC+FB+I) $ 3,902 s OTHER COSTS 1. Photocopying $ 500 Q 2. Printing $ 2,000 3. Postage $ 2,000 C 4. Graphic Design $ 1,000 p• 5. Advertisements&Associated Costs $ 3,000 d 6. Translation $ 700 0 7. Interpretation $ 0 �y 8. Rentals $ 0 9. Mileage $ 750 E Subtotal Other Costs $ 9,950 E FEE(Other Costs) Rate 0.00 % Q Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) TOTAL COST $ 52,877 4 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Arellano Associates OTHER COSTS-Itemized Unit Cost Quanity/Units O 1. Photocopying $ 500 Q B&W 8.5"x 11" $ 0.05 8000 EA $ 400 0 B&W 11"X 17" $ 0.10 1000 EA $ 100 2. Printing $ 2,000 -a B&W 8.5"x 11" $ 0.05 10000 EA $ 500 m B&W 11"X 17" $ 0.10 4500 EA $ 450 0 Color 8.5"X 11" $ 0.45 500 EA $ 225 = m Color 11"x 17" $ 0.75 1100 EA $ 825 > 3. Postage $ 2.00 1000 EA $ 2,000 4. Graphic Design $ 1,000.00 1 EA $ 1,000 0 5. Advertisements&Associated Costs $ 3,000 Newspaper Ads $ 500.00 4 EA $ 2,000 `�L° Flyers $ 1.00 1000 EA $ 1,000 0 6. Translation $ 350.00 2 EA $ 700 .- O 7. Interpretation $ 0 0 8. Rentals $ 0 0 9. Mileage $ 0.565 1327 MI $ 750 Q Subtotal Other Costs $ 9,950 M *All mileage will be billed at the IRS approved rate. m d E s ca .r w Q fA O CL O L a m m U. c m E ea Q Pacl(4 tl '362 -' 9.H.d w CD U O N O (A m•S v 12 Q � o S O C � U � � O L Q o C G 0 U o W Q O O •L co _O o O L o y j QW C L W = w a� > J N 10 O O W O L r+ C Z O) o Q � s U W 'o J O Z cS � Qg 'O m � o � � �on Z a W Z ° Q Q = H a � � ZU F- U) 2Nd, d LL W W 0. Z M 0 < �Oy O V F- L) In Z LL m N 9 V o6UZa U) 00 m N � U C W N a N CD m ° E O C � U Z 1 f1 w D o o 0 0 0 0 0 o N o o ry o ❑' N m N N O O O N u7 u7 N N H O O o o . o N N N O Cn CA ° O m Q C E ..- > N Q m U C 0 E E E 1c E ` Q LL, c w v 3 'c o r CL m w m m °1 fO W m m w m m o �m.m E m v a t P°> m E o . c 8 > a E r> > o ,c'w m �mm�m r—y n°c. m�m o•'c` 'rmoo n x c cs €a a e E c d o Q 'o L m m °WO n L m ZW u4 t 2 > E i v LL v W O a E ' °Q z z o o a E o E a > > om y a Z a ow 7 am � a °o 0 co (L a > Fn U) 23 c7 m o ° � Q d V f0 N C) r � N r tV N' N N r N r r N .- iii;; (V N N N C i N t7 f7 O nl (V N N N t7 N Nth M t") th th 1q `q N CV tV tD th C) M Packet Pg. 363 9.H.d N d m a+ z o (fl v a o � 'V rn O N m'o (n p a F 'o Q x O C � U O O L Qo G 0 U WQ 0 rn .a CO W n O o 0 L U 6w Q 2 L d N fC o W G oQ < U) U a W U J c O Q c = � Q cc � ^w ; a. z L mu) o � oa M 3 z �wz w � o0 Q a z o- M � ZU F- tA ayw 11 @ W W z Cl) O Q O V M O N U M N W Z a iii m V V M W U 06 Z � N s U ui a N � U C °OW P o N o a o a ❑'cc N O r r O O cO O N Orn) m N N 12 m rn m �m°� rn m rn m u'J N O m N N N N Q L6 N N N m M W aD c0 N N tV N N N W W CD M M W c0 N N M a O a a a IL ro ❑ N c m c - D d o. v d c .ic n H y o m K m e v 6 c A v m a .010. ¢ o m z a .o ` °' v E LL o 'ti m n m j E °i r' N L c m m c E °m m 1-6 o d m m _ c ai ,c� m ._ m m - m a p N v E a Q O g m 0 p o Vl a U C W Ya .� v ° o N o d ° � ~.°-g U..�y 4 � C q0 Q e E m c c m M E Q y r y K 2 2 p° U y 3 a �, m N > U c m c i�0 is c c m m m r r m 'm 7 10 c c c o ni c c m d d E o o ° Q Q m o y m a, Q r n a a � .E � .� U m 'E 'E 3 y r m ❑ o `�T-i r`� U x Q IL c y m w r E x v m W m rn U r • r r a W e o vo e e c UI D ❑ Q a a d a ❑Q d d t y to w e .. m y N vr,. �+ a m m o . c o — m m a a@ 1,4!O o m`O v m m m E z z u a r w m m a w ❑ U)11 UM _ m w o o a�° �°, °u � I N M V u� O i` N M L q to ci of o) Ci o! m N th M lh N to to to N to N N 1° ml <° O O M N M 7 1n i0 f� W 0i C N � N M N 'q in 1n N 1n � 1f) N N to to `q iC iC mi Packet Pg. 364 9.H.d y m r � o ca a .0 p � O Q oa` m o S O � U 0 � O L Qo O U m W Q O AML W r � O o O c � L Z j w Cr Wec Q G L > J N J 0 d o W o C O t Z m� o U D � Q (n L v C ^wm O �- 'a uj o Q 3 z � w z � � Q � aD � z oaf z �U 1� � v lL W W M m O E < O OU C7 NU > N z m N Of U C O m NC C U z 2� U .0 C S O O N t0 N O1 q ,N O O O O O O O O O O O N O O r O O O QO l0 O) i0 O W O rt+ ❑" (n N N O i0 N N N �- N O 1[J � LL'1 r r p W.O N q q O Q Cq (�J � m � r r r p p O 1A O O O � O N N O �- N O O O � N O O O`� O O O N c6 a 0 d c m a Q a T ; m m a O (L 16 m d m a Q) a O o U t N :p '� N V d m -m Q O t0 2 C m C m U- 9 U y U m >N 9 O c n a + m c m m e '- m... LLW�LN OINC � mZ • j O =� O J p � OQC� K 9NC O � .0 .2 O. T m O O C p Q m fn P O a L H O .. m N C C y m m O m O y m. m " E T K .. J I� K m Q R O m c 1 K U m m e m a o LL m 0 oa i z3 U m c 10 E L E dm E m m m m m N °n 'u. o m mc� E °3'0 . a y a Q N c a rn m 3 F Z Q 2 E Z'c o c �, m m Ly T in a o '9 o m o m o a m m m t t c ._ F 1- rn c o 'c 't a ac 2 t a�oi O1 m d m m U m c y m m u m ii'c m.S a Uc j7Yrmco m3mmm � m m 7mco„:?ad y �.� w'Ej E Qda '.0 c ta ¢ aS�u� a s za a a a a a iLf o0 o a m W y 10 m m W 001 4-:LL.N H a C7LLC.7 foam aN m U W U U •m l im 0 mm l r m em D w O cO 6 m O cO 6 w O mO l eO d aO d m O O m O N O M of Ci rn p ro O_m'm N_C0 7 'c m IN Packet Pg. 365 U) _ - � - 0 ` 2 - � « �� / { • 0 § . $ G « _ � ■ � o Q � w _ < 2 i _ m b 0 \ \ 5 \ /f k fw k \ / / 2 ƒe � » 0 & °< U O < « 2 ƒ � 4 & t Iuj § q � 2 mu) \ § § § 7 ziz_ z ± § « « � ems = m $ zeem n o ® \ % S § Cl) >- � /O / CO � 06z / ) 0 jLU \ 2 > E9 [ \ z � f , ® 0 *kA k § 2 � ! 0 $ � a ! $ \ \ LL - : \ � � \ � 2 k ( ° ! [ LL \0 §\ \* . � � % � � E v \ \{ %\ ) \ § a0) � ) k ) � � \ CL ) \ \ \ E z co 6) � � ■ - 2 ! ! w ( ) G! a2 � Packet Pg. 3 S 9.H.d Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Earth Mechanics,Inc. DIRECT LABOR Initial Hourly Classification Name Range Hours Rate Total O U Principal Arul Arulmoli $75.00 10 @ $75.00 $ 750 Q Project Manager Lino Cheang $75.00 112 @ $75.00 $ 8,400 0 Principal Engineer Andy Korkos $60.50 76 @ $60.50 $ 4,598 a� Senior Geologist Wendy Drummond $50-$55 164 @ $52.50 $ 8,610 Senior Project Engr Chien-Tai Yang $41.05 132 @ $41.05 $ 5,419 m Senior Staff Engr Raja Sivasubramaniam $34.5-$35.5 56 @ $35.00 $ 1,960 0 Senior Technician Reynold Jie $46.45 168 @ $46.45 $ 7,804 = Technician Jianmin Fang $27.00-$31.50 68 @ $29.43 $ 2,001 0 @ $ 0 0 @ $ 0 p Subtotal Direct Labor Costs $ 39,541 Anticipated Salary Increases* $ Total Direct Labor Costs $ 39,541 0 FRINGE BENEFITS Rate Total 0 30.00 /o� $ 11,862 � Total Fringe Benefits $ 11,862 Q INDIRECT COSTS Rate Total d Overhead 135.00 % $ N General and Administrative 10.00 % $ Total 145.00 % m Total Indirect Costs $ 57,335 a=i E FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate v 10.00 % Fee(DC+FB+I) $ 10,874 Q OTHER COSTS N 0 1. Drilling Rig Rental $ 41,500 a 2. Soil Laboratory Testing $ 18,500 C 3. Railroad Protective Liability Insurance $ 13,000 d 4. Transportation/Travel $ u- 5. Special Deliveries $ 800 6. Computer Costs $ E Subtotal Other Costs $ 73,800 0 FEE(Other Costs) Rate Q 0.00 % Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) TOTAL COST $ 193,413 0; kef 1 367 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Earth Mechanics,Inc. _ OTHER COSTS-Itemized Unit Cost Quanity/Units O 1. Drilling Rig Rental $ 41,500 Q Drilling Rig Rental $ 3,150.00 10 DY $ 31,500 0 Traffic Safety Rental $ 1,000.00 10 DY $ 10,000 d 2. Soil Laboratory Testing $ 18,500 c Core Sampling $ 1,335.00 12 EA $ 16,020 m Soil Lab Tests $ 77.50 32 EA $ 2,480 = 0 3. Railroad Protective Liability Insurance $ 1,300.00 1 EA $ 13,000 F L 4. Transportation/Travel $ 5. Special Deliveries $ 40.00 20 EA $ 800 2 6. Computer Costs $ Subtotal Other Costs $ 73,800 0 L _ O U O .a Q M M N m w _ O E V t4 r Q t0 N O a O I- 0. d m U- w as E s �o a Packet Pg. 368 9.H.d r m r � O � M N '2 t oa r x V S C O o C ❑ � � O fSS o W U W Q O w m � O C Oi U M � W � c C m O m 2.2 6 O C O N )U L = d w Q CT� a o L w o W x° N O J ° m d ° wo Z L � � _m 02Qcn J c v a m U Z @ : W � � N 61 'O WWL aZ zaWZ LL' W y Z a we O} E Q O U 0 N U n N N N W O 0- CO N 0 Of N V aS Z d cn a c Nv m N Of U r W = U > p m N O c O O O O O O O O N O O N p fp tp O O O y.+ ❑_ N (n UI >> U N r wi to N r r r r N o N o N N r r r r r O O O O O O O o O - w N m 7 17 O O O O o O O O O 0 o N N t 0 N O m p LN V Q i2 i2 r M 7 O 0 0 0 0 0 0 O O O O O O O N N N N N N N N O O m m O o c d e cmi r N m a 'o E m 2 � a w� c w` mNm c �' m m w d ❑° E cd n U. o e o,�.°-. . !' •mom Z'a' ¢c 3 a a m c v o c cmo >8 ym co m °' c c C m E m m rm t E O C`mi7m W g d U a a , E c a m B E E rn� _ w e L c m 9 mu LLw Y [ m cmm c0 m a wow rn4' oornd me c mo L E E m m b E a i, m o n c r H ¢ ¢ m o c ' o C c K a v g a a w x �o d v m 3 w K V m u Vl K H E w ¢ o ❑ a t o � m p C c c w c ¢ Q c a p Z c w w m m o m m° '� a10i '-�'. W m > E m`O m`v m S°F a r j 'o o m +m+ O m Z Z C m a L H O' j N C'L m O N m 0 O t O m m A N O) C LL j E C }+ ¢ ¢ m m p Q ' S c m w `� p c m e o o E'S d 0 o d —y E S z o c rn H e o f Q 0. E w ' g ¢ m > d v >a t > > E m > >, m- H { E F U N-- m m x y N m 0 O .. d > > v) ooCY ¢ � W m a ? a & 9 ❑¢o! omooa ❑ $y = � Z ❑ « � xa °m c z ¢" ' cg a o a' > 11 n o" 3 v) in N �3 0 Uw U OU ~aQ a Wy N I r N M N _ N N N N fV N N N N N N q M N N N N N f7 N M {7 1q N N N `q of of m Packet Pg. 369 9.H.d ci — c o ci O � U V '� m•°^ N O � N fC oa 3 ` � � o Z V oo ° C O fC o w O U W Q O � � O rn � � AMML F W C n m V N O O C O 2 O � C O C U O U)L L = din d � F .2 O Z m +� 6 W Q � °wcO L W 0 N O o ZJ LL 0 N O fA 0 U) t a U Q S� J C �M m o� � N 0 Z O W O—a- Q 10 cn Q D � Z Ui ZU °p O a L LL@ W W O Z Q O OU OU N H Z m d ° W U a O C N U 06 Z a N a m (n Of O W Q N U Z n` w S U aUi 0 ° o m n o n rn rn rn rn rn rn rn rn o n O. m O p O O 10 O O 10 N W O O 07 O) O O U) co G N V O N t('J 1° O c 0 M I� LL'J Ln N In N N N O O N N N N Q U O of . . . N . VO V O I[j IA L6 IA 6 N N w M M N � 10 M a2 C2 O N W O ro O a2 N N a0 N c2 N CL Im CL .0 a Om m rn c c E m o t. °- m m m o d o 0 0 d a d y K c a v c a(L Q m O Y 6 F y O m K c v c C m E m z a '� °' m E a m m LL q2 D c c m 9 c0_ m m a c .. _ m ° E v m 'a°� E o m K E j o rnp '° 2 a c y r � `° o, E uo a A y'o, c m w4 o 0 m.2 a E Q o E 2 2 N m d >, w m o U o m m m c m m v a ¢ c c c ° c c m R d @ H c ° a.t; ¢ ¢ m o y m c to m 1 E r v .E E E E ami .E E ly m rnM 0 ~u U Q J J m m ° o M N o 3 T m v m m .� .m .� mm 4 b 3 m = -b a m m E m �° �° rn m o r o V c 7 7 y Q :� y E= v w m L` Q a a 0. a o¢ d d t y v c �+ 4 m d m o c Q = 'w °' 4 $ m SA o d E z z w X w a F m m a 5 It yC o y(L 0 m u L) ou 41! n m N C) ? 10 t° h N a0 q q Ci °i q W q (V M C) L O� N IA IA N In N N N IA fG f0 N v O f N b Cl. (i 1� N 6 of 6 6 6 6 N I[i In N fC f0 fD Packet Pg. 370 9.H.d o = s o N vi 0 0 V O f0 0 ^ W O U m W Q O m U � Co F W - c o C 0 m= L .� C5 N > Z Wc N Q C = o O W p L W U) O W` f0 O � w O m � •+ Z D Q � J M m N V Q � = 0! y oom O @ 0_' W O N O Z N W w W 00 a z (� u m CU) Op 0 m_ °vim zawz aJ ads Q "�2 w N � ZU ri LL o c O ' M O U O N m N v } Q) a Uw0 ° D .6 Z 0 tf7 u of C w v N n N N N O > a m C N v Z a CY p N O m i0 N �O i0 O N N N N �O O O N W m m m elf w G m U O Yi Y> to YI N O N i0 N N t� f� �D m O 2i U t") O O pp CI N O N G O O N N O O N N O O O Np O O V V V O O O O f7 N N N N N N O N N N N N O N O O f7 O C N N N O N l+f M N N N N N N N M N N N m M N m Co N N N CU 0 d E m a Q W $ m a O CL o, R Z o a a K T'� C d c ffi 2 O o o E a o K m a d o LL it T U N m o a d E N m a c C W c a C N a0i w ° ° o m cc a❑m` a O y FL C o m o C N LL E J o Oo a Co c o d o K N a o �V E ^) w M, R j ?c i c c �e v o m d E m m o c 0 z C x c Z G fC O U Q i J J N E C U C t C O N m a LLC N O U O m S 0._N d d 7 N C 77 Y �p j C E: C L W ¢ O_LLJ U) a s Za` a` a` a a d ILL E`oo j o � '.4a m E7 € = W m m N W O� W A O) m O N W m� `y a tC d E U U r a o') r a K U' LL(.7 �m d N m K - d U W U U l I M M N N 7 10 m m O) r N th 00 OD C) 0C m W eD GG m CD aD aD 0 10 C C di 0 10 m D [O m tG tC m m m m co 16 16 <o c6 m Coco 0 0 Packet Pg. 371 � 9Hd � \ \ . � � : \ k 2 0 w 0 U w , < 2 % / ® Co ol � ` d /� k ro /\ \ \� , / 0 2 - § 2 � � \ w / j \ � \ . \ _ _ ± k % g /3 § Ea 2 � � § >0k2 / o » z = = zau « C') G j \ v § » _ .. 0 \ \ \ E / Cl) F- « z § (§ � 06 Z / NCO { CD \ � E % ] / a /� ) ) , 7 \ ) i @ � - $ § § U- - \ \ ; ■ E D # ` ! Z ) » ( E \) k \ ƒ ® � 2l � Z ) ELU C i2 2 Qf\A § } \/ » ;- : , ! 7 { E / d \\ ) }Cn LLrCkkk)} \ § ) \` 0 a AlF � w Packet P g 372 i d Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for s MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant ICF DIRECT LABOR Initial Hourly O Classification Name Range Hours Rate Total V Project Director Brian Calvert 8 @ $67.97 $ 544 Q Project Director Richard Starzak 0 @ $80.82 $ 0 0 Project Director Steve Miksell 8 @ $64.24 $ 514 Senior Consultant II Jessica Feldman 8 @ $36.06 $ 288 L Senior Consultant I David Greenwood 0 @ $35.13 $ 0 m Admin Eneetra Terry 0 @ $20.00 $ 0 p Admin Casie Buttner 0 @ $24.05 $ 0 d 0 @ $ 0 > 0 @ $ 0 g 0 @ $ 0 0 w Subtotal Direct Labor Costs $ 1,346 R Anticipated Salary Increases* $ 0 Total Direct Labor Costs $ 1,346 U FRINGE BENEFITS Rate Total O 33.84 % $ 456 ca Total Fringe Benefits $ 456 Q INDIRECT COSTS Rate Total Overhead 150.53 % $ aMi General and Administrative 5.85 % $ Total 156.38 % m T Total Indirect Costs $ 2,105 r- FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate 10.00 % Fee(DC+FB+I) $ 391 Q OTHER COSTS c 1. Reproduction $ 4,155 C 2. Copying $ p 3. Plotting $ d m 4. Transportation/Travel/Car Rental $ 2,500 U. 5. Special Deliveries $ 6. Supplies $ E Subtotal Other Costs $ 6,655 0 FEE(Other Costs) Rate Q 0.00 % Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) TOTAL COST $ 10,953 r Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant ICF OTHER COSTS-Itemized Unit Cost Quanity/Units U 1. Reproduction $ 4,155 Q B&W 8.5"x 11" $ 0.05 8100 EA $ 405 0 B&W 11"X 17" $ 0.10 4500 EA $ 450 y Color 8.5"X 11" $ 0.45 4000 EA $ 1,800 -a Color 11"x 17" $ 0.75 2000 EA $ 1,500 m 2. Copying $ 0 3. Plotting $ F L 4. Transportation/Travel/Car Rental $ 2,500 > Mileage $ 0.565 4298 $ 2,428 Parking $ 6.00 12 EA $ 72 0 5. Special Deliveries $ 6. Supplies $ Subtotal Other Costs $ 6,655 0 4- O *All mileage will be billed at the IRS approved rate. Q M M N m C t V !II w w Q y O Q O L a m d LL C O E t V f0 Q P �keP374 ti, i 9.H.d M _ m O N O O o O o r 41 m L m O N Q� ❑n O Y � S 1, � LL U � °o o _ O U W Q O d AML W A � O o 1� O C � � a A � O � Z U o W a E cc ci Q G p Q u09 L m U r- Q m N V J N c t V p d fC _ W Z s Now C O) O 0 U O [,Y- Q LLJ U - w U z w Q 5 � wwm onz N0 'a w , � 2 a g R m O D Co z a w z w J U o o o 3 N 7 � a � 02 Q ~ Z a o w O LL W W� � wO ® M Q ON N M F (n Z LL 0 Co m O m N 506zzd U) 0.0 m U) of C: LIJ C O > �6 Z5 m O cc 2-2 m U E U Z ao C N O N O O O 0 0 O O N O N N N 0 0 0 O 0 0 O O O y Q G f0 O N N N c N N h N N 0 0 N r0 if m a0 r O O O O O O O Uj h ui p °� 3 U G G O O C G C G C C C G C U) N N N N t7 p m O O O O 0 0 0 O O O O O O N ry N ry ry N m W N N C Cu d z m O CL n v E m o O afn E E m t 'Es L m m 3 m m Q ; m m S E a f c O o E O '� m E d o E m mu w� E W m o E � v o o LL m mm c ` o so m @ m ° 'cm E c ° - t 3 m m m c n>a m c n> C m n o%w m x m=o 10 m N m LL m a e c Z' Q w N a w,a Q 2 G a y ? m E c o E Q E m Q m m m m r K t 4 �: 0 C W o m pa 'o p mm o p C i Q c -O Z Z 0 W O :° m T T m W a aW w a rn>o° ai m m o o3 m E in J)v o C C1 �3 U W U U 4 Q W N H lV N N fV ^ fV N r fV fV fV M (M 'Yy N N Cl N fV N b N th th M 'q 1+ fV fV tV � th lh th Packet Pg_375 I E 1 M c o O a ° o L � o a F o LL. U °o CID U m W Q O Y AML W r � Oco O E m p m = � U� 6 Z c cY U cwc w E G Q C p ¢ w L �w O J J V O d N o m w p- U)�fl �� N fLC Z L o Y .L Q � U U Qw J N v o c N �- 2 Q p @w 0o w -6 > g az Q m o � a M Q zawz aJ - so 3 -, :D 1-- a � LL w w ~ Z a o t1 Q O O O Cl) N Cl) ~ W Z d U o m y U 06 z a. 0 ° o � Co c W C O > `orn y �V � _v Z a o w L U D R N O0c =n o o �o o p in rn rn of a rn of rn rn o =n U G Co -�° N O N ' ' O N O n OI N In N N N i(I In h N o N O N Q O u7 l0 N O p r r r p N 8 vi vi L6 p N iry (n 6 6 6 6 6 _O y d rn O d 3 m c a m Q. m m ° .12 E m w m ° R a m e m o of m 'm ° m e y a d c y 8 c Q a °a a m d u a F F o a .°_ cmmac m LL o m d c d n m rn F N m aci c a m i+ a o p m v m j c '2 E E c o m a ao,� o y $ v E o ° a ZO m omcm ° c�C E m - E x LL C7 - ° w w o iq co a ? d o m m lri N C a s w •L9 .4 m e m n r 'm � w §2- 4 m e m o E Q F to K iq o Ti r'o F 2 U y o y o: F m E c m N m c 2` 2. Z. Z. '_•c �` E c c ` a U o o m f0 a > m > U > m m '> O o t a a ¢ m y o o Z Z o. O c c c c o c c o a a c o 2, o Y Y w ¢ ¢ cn c ° O H m m >. >. U $ a d .E .E .E .E U .E .E 3 N >, m ° o '�.0 F m U Q _- �- Lt a W t c N m r E r v gym . W m o UH v v m o m tq '� 0 3 y m m a d m m m mod m 4 ro 3 a m m 3° c 7 7 Y p 2 O W a a a a 0¢ a a t y g m rn c c of v ° E zz a' ° �r a m m m o o c L = m m= a o m limo v y O O F-. U O N a° LL a r K N Q! a K W w ° w a U U w U U '. 4 ti M b li r N /.l V N m t,� r r N ml !A o o o o o o N t N o N o N b o!0 !D (°o l7 1q lri tN In to In N Yf ui 'q m l0 tD Packet Pg. 376 9.H.d c o o a N i m Q d oa o 0 C LL U C) M 0 o _ U m W a 0 .r a� rn AML W r � 0 U W Q p ¢ L a W = 0 Od °Bm � p w o = N L Z 4 Q (n U U c -o Q C = L p,`m_, 0 Z co Q �� � Lwu >w m U0, W � 0 � a Z 3 m � O � pFQ- M QawZ� ad J a � m N � ZU t� aow LL @ w w ; Z p EQO 0C) N M F- W Z d u m o m Uo6zd Lr ao � m c w U .r o > o rn m U (6 � O m L) Z a o w C O � U N o G m i[i N O N �? 1[j N O i[i N �° Ui N r r W m m•O N o ui o o O O O O U M O O O M N O N O O O N N O O N h o o O (n N M M M N N N N N N O N N N N N O N O O M 0 c) N N N O N M M M M N N N IC @ N N (A d v c a d a 0 m C a co o E m _ a o °c C K m a o p d '� m U 7 N N 9 4 U m U V m LL O y d D a d E v '° m c m rn m > U L& m ,o z o z y c 3 3 0 0 o a f m r c m LL dc o m O a d m m o° o y m .� c ° m e G m m LL F y. m m e v am, Z E o .s w o J o n r°' K a. E ¢ o m iN rn o v a o rn 5 —�o v >, m o m o m r O o — ¢ ¢." w o m e m c m = m K m❑ o o m m_ v K j. m K m Q K o 7 a d c c K m�° m e m .o a m ,N D I m m c c D m o m v 3= m o Z 2 E m E v m y m m v a iL a j?>._ z ++ c z ¢ E 'c o' m m a a W F F m u) o, o '� ova m o a ° a o. a a v ° t"t o c 0 ¢ v J J fn. o E ° C O C C c C d °)m N d m U C o ° m U m LL C m C — m Uc 77 Y o m m $ m m ° m m 7 m ° ??vc « drm '9E � E o co T c c c a Q a ii J u) a a Z a a l a a a s ii f p o v C N fq (n N m °i m m °_� m ° m y m z 0 �. a V) F a t U' LL U' ❑2 cD w a N co a' U W U O I M r N M �n m r m m r vi �O a mi R m; mi co mi w mi c6 6 ed ed c6 cd of of mi ml O ml �O mi O mi 6 6 6 6 6 6 6 t6 t6 N O L ° r eD W 10 o f0 6 ml f0 tp ml ml mi ml tp Packet Pg. 377 0 / Q R * 0 0 w 2 \ _ Co / o { { 7 \ ` $ / z • =z # 4 & < cli /L) < = a 2 0 / i \ 5 ± k = \ « 2 ƒ � � \ 0 z : u « -- ^± _ U ® 2 Co \ / \ \ \ 2 z = LU « « = e a = ® Groez - � suWm » %w� /, §< } Z o§ L\ / § / j \ ® m C: £ \ / _ § \ 0 \ 7 : 2 m § m@ ui 7 \ \ uj , 2 \ - \ ` B ! a j § I LL / © � k \ ) \\ ! \| / j $ , : ) ( § \ _ } ƒ 2 $ Co | ; ® ! . 2 I ) } \/ t - a ! » £ ! a e 2 7 - \) jj \\ z £] lal � ! \ � � Packet Pg. 27 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant JL Patterson&,Inc. DIRECT LABOR Initial Hourly 0 Classification Name Range Hours Rate Total U Project Manager K.Ewing 244 @ $52.00 $ 12,688 Q Senior Structural Engineer N.Patel 170 @ $72.00 $ 12,240 0 Senior Design Engineer C.Bao 254 @ $63.15 $ 16,040 Senior Design Engineer M.Golji 254 @ $61.39 $ 15,593 L Design Engineer M.Ponce 0 @ $33.66 $ 0 m Design Engineer J.Chang 0 @ $35.72 $ 0 p Track Engineer P.Mahoney 0 @ $56.00 $ 0 m Railroad Coord. J.Gonzalez 0 @ $56.00 $ 0 > 0 @ $ 0 0 @ $ 0 p Subtotal Direct Labor Costs $ 56,561 Anticipated Salary Increases* $ 0 w c Total Direct Labor Costs $ 56,561 V 1 FRINGE BENEFITS Rate Total C 34.50 % $ 19,514 Total Fringe Benefits $ 19,514 3 Q INDIRECT COSTS Rate Total d Overhead 85.00 % $ cM General and Administrative 20.50 Total 105.50 % m w Total Indirect Costs $ 59,672 y FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate 10.00 % �g Fee(DC+FB+I) $ 13,575 Q OTHER COSTS 1. Reproduction $ 250 G 2. Copying $ 250 a 3. Plotting $ 4. Transportation/Travel $ 400 U. 5. Special Deliveries $ 100 = 6. Computer Costs $ E Subtotal Other Costs $ 1,000 0 FEE(Other Costs) Rate w 0.00 % Q Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) TOTAL COST $ 150,321 Pac��t P'g '3T9 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant JL Patterson&,Inc. OTHER COSTS-Itemized Unit Cost Quanity/Units OV 1. Reproduction $ 250 Q B&W 8.5"x 11" $ 0.05 4000 EA $ 200 0 B&W I I"X 17" $ 0.10 500 EA $ 50 2. Copying $ 250 L B&W 8.5"x 11" $ 0.05 4000 EA $ 200 m c B&W 11"X 17" $ 0.10 500 EA $ 50 c 3. Plotting $ 4. Transportation/Travel $ 400 Mileage $ 0.565 602 MI $ 340 L Parking $ 6.00 10 EA $ 60 ° 5. Special Deliveries $ 20.00 5 EA $ 100 6. Computer Costs $ Subtotal Other Costs $ 1,000 ° V O *All mileage will be billed at the IRS approved rate. -a Q v M N m a+ C d E .0 V t6 Q RJ y O Q O L Q_ U- it E V F+ Q Packet Pg.380 �I 9.H.d i O � � N N W O = N N Q o 0 o C O CC L G r 0 a w Q -� O 2.6 rn eon � Co n � o Ymm C = n � � c� C L O Z w y Qw U m a Q w 'o ❑W � i m U = V a N c d n Q w v a rn w L Z L � V ®. ❑w` `n C Q c°n ° U Z L Q � `omo O ' w h no m'. 'a w w j Co O z w L m o > a Q Cu zawz 0 ~i 3 ME �c Q U) ID zv In �o LL@ w w N Z w d 0 'E QO � � N 45 $ N in Z w0d `m $mrn U 06 Z d to �N w n m rn of U "' 0 > U N O O G) (� q O C M �? Z C a. n v Z c U O LL > m p Np O O O o O O L6 O _O m m O > U 0 0 0 O p p p O O O O 6 6 N w 0 N 0 an M N ui W M O C ,� O O O O O O O O O O O O O N Cl) N N N N N N W O2 N N Cu K N N _W o m m O m Q w a 4 cm E m E E O 0 N a a « �d a d m = m t o > m a m o = E N .� w m m CD $ ° '�F w $ �� $ .°- LL o. m m c p a° m @ m 0 m g a a -.0 m U U�m`m.g.a-m C o 1`m 0 yF QH J>M w��QH J>- N�m N Y' ',,Il'.�,U e°o E m m° d Fm ao1 l •¢wE c F p'm m o-° o E o m m 2 Fcml-$_ c= a m c mm w •W Q m >A m° m m 12 c a 3m>m a 0 o a mE E m a m to d j y ° e w E m 0 W$Z c L$ Q�d U Q O > m O E Co Co i o.° z z A m 0 0 mn E w o m a -a y m 0 o m > N a > m E rn e W v .2 U W Vl ° 0 N a U� >Co O E n a o a Om o lu U U I to y N M N lV lV fV C4 � N N N � N r fV lV ' N tN /V � N th f7 q N ^ M O In m N M M t+1 C) 'O Iq fN tV N Iq l7 t7 M Packet Pg. 381 9.H.d c o a R o _ m a w 0 ° o' O = N N Q O 0 O a O ° N �L � 0 ar U w Q J O m m v ago � o m c ° A O U = W L N U 3 m LZ a me M ++ U � �.� TW 0 °W A L W Q ° a J m m ++ ° c m Q Oi W O i m.m.6 L Z r 2 d ❑W w = p o 0 O p Q s U a W � Q C J `F- Z cow W Q � ddm� O W W W 2i Z y❑W n > L mU06) Op d a fC Z d W Z W J 8 c d N 3 O N Q LL W W ~ Z N°ww Q O M D U N M iq Z �-' m W Q d = U06 Zd N °'2 0 LU n m LLJ o a m 43 F- w Z y 0.2 n L U D a U c0c ° c A m O 0 vN 1O° N m N° N r O N° U 16 16 Sri 6 6 6 W .2 0 1 v O IS d O m c C O m m � O F O m L O a m R c E Q7 c u o m Z a v WE a c Ql CL M o a9 o N E E cQ m n _ m � � aEi. m C 0 .0 Lm m` ILLi w Y o m x H _ fw7 '° o W € N c ° v° m m ui c C mq � ¢ ¢', ° �. w L° ° m 3° m ° @ g m 'm w com� m� w }s c m w e m E F- N K y f V1 mr'o �F 2 U m c m c m c e c m m a o c 2 EL o Z Z s 2 w U m W W \?c r v E �r v c o~0. °a rn t E d m m Co m o Q _c o c o E . ° Iav o 0 U U a o N q V m m A 7 N m W Ol Oi D) 0) Oi Oi N t7 c7 N N IO N 0 0 0 Ip 0 m v o n o l a fh Ci y p N tq V IO m A m q b N t+I '.c'i 1q 1q N N IA In N Yf N Yi 6 'q tG tG Packet Pg. 382 9.H.d � a o N t � U a 0 0 'o O x U) N Q o 06 o c O CC L G r O U m W a Q J p o CID ` °o a 'p �U � •L m ^ Y m m c O O o m p m C ^ i O = LU Q'Z a mami W M ♦+ U m e Q o O w L W o w` cv U g �►p- w N J rn ami m RS W O Z r V c ❑w c Q u V W m h- Wo w � m °6pC � aQ f° Z a W Z W M 3 LL �' w Q O O U O N N H n Z m o am o 06 Z rq w m .r c W U c O > o u m N d o c m L) N O O Q U O O O �O O O O^ O N f� O A m O O j ( aD 66-7 m i0 pO N N pp O 0 A m 0 Q cl p N N N N N N O N N N N N O N O O M O O N N N O N M M @ N N N N N N M N N N M M N N N N N N y V O p d m mm E a Q d a rn E m v 0 m a K vc L V a CL mN V c Od v o m`d m m m O••I LL Q�F�- w F� Ym! U m w a°m N'? O c C c z m v wm m a'y c .'rn' 0: vJ o m m a.o. dn' an o LL Q d n v DW m m n! ❑n c❑❑N o n 'a N >C Q c C> At¢m y tm CL '0 S a o K o o�m c N>d o m€_ y=m C W o Ld Q a.c�V L o y m i EL -N > m o ❑m w 0 o g � w� � o c o v m z E rn 0 . c .0 v m o Q F `Q n 8 � m m M K F m W W A m E g K m❑ o .o y m o a 0 a z H F d Q 'R 0 z. vi . v CO oNE wc roa 4.; N c ¢ w� n m 26 c o i m z z ~ a n F a K of d 4/ + U W U U M r of O N M V N q ^ CD m ' r N M aD aD aD m m aC m w w .6 .6 .6 m W W a Oi < N m n O m m m) m m m t0 O m m -m m m) fC m m m) (G tG (O (G iC tG fC (G fG Packet Pg. 383 / ~ � / 0 \ \ \ \ 0 0 � $ § 2 L) � a « � 2 I = 2 2e = § cq § § - � Z3 < k &/ k \ < = a 2 0 k j § J < § \ § ® / § Q k \ } j < w2= = ge , 2 ; R & § } j / § \ « « �= e _ - - _ m $ z o ui o ® uL cn � / < ] S § - n E22 = - o \ / \ / , / O { \ / /j § 2 Z - »£ _ _ \ / 0 / 7� , m e © e a L6 7 f_ 2 0 / 2d _( . N 71 ® m ƒ 0 ƒ { / $ (L ! § { E -0 `�- \ k / � ` ■ ! a / ! ir ) \ ; w =! ) (}i ƒ § ca § � li2 3 ) ) \§ � Elm : ntaaa11 7 ; 00 CL � 0 � , ■ E y� ; � B= f ! ! k - t ! | , \\ ) 7 \% ! !e£ s � � ! l � � 2 uw / � \ ; C4clk � 00cc "11 11 11 11 Packet Pg. 3 a4 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Morris Engineering Inc. DIRECT LABOR Initial Hourly O Classification Name Range Hours Rate Total t) Principal R.Dean Morris 96 @ $110.00 $ 10,580 Q Senior Engineer Jeremy D.Shively 123 @ $86.00 $ 10,610 0 CADD D.Morris 0 @ $40.00 $ 0 a� Clerical Tracy A.Morris 0 @ $35.00 $ 0 0 0 @ $ 0 in 0 0 @ $ 0 0 0 0 @ $ 0 0 0 @ $ 0 > 0 @ $ 0 0 @ $ 0 p Subtotal Direct Labor Costs $ 21,189 Anticipated Salary Increases* $ 0 c Total Direct Labor Costs $ 21,189 U FRINGE BENEFITS Rate Total C 8.00 % $ 1,695 Total Fringe Benefits $ 1,695 Q INDIRECT COSTS Rate Total Overhead 10.00 % $ M General and Administrative 15.00 % $ Total 25.00 % m Total Indirect Costs $ 5,297 y FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate z 10.00 % r r Fee(DC+FB+I) $ 2,818 Q OTHER COSTS 1. Reproduction $ 500 0 2. Copying $ 500 d 3. Plotting $ 500 4. Transportation/Travel $ 500 U- 5. Special Deliveries $ 500 c a� 6. Computer Costs $ E Subtotal Other Costs $ 2,500 0 FEE(Other Costs) Rate co 0.00 % Q Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) TOTAL COST $ 33,500 t Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Morris Engineering Inc. OTHER COSTS-Itemized Unit Cost Quanity/Units U 1. Reproduction $ 500 w Q B&W 8.5"x 11" $ 0.05 5000 EA $ 250 0 B&W 11"X 17" $ 0.10 2500 EA $ 250 2. Copying $ 500 L B&W 8.5"x 11" $ 0.05 5000 EA $ 250 m c B&W 11"X 17" $ 0.10 2500 EA $ 250 0 _ 3. Plotting $ 500 B&W Plotting $ 0.15 2000 SF $ 300 Color Plotting $ 1.25 160 SF $ 200 L 4. Transportation/Travel $ 500 0 Mileage $ 0.565 800 MI $ 452 Parking $ 6.00 8 EA $ 48 5. Special Deliveries $ 25.00 20 EA $ 500 �j 6. Computer Costs $ 0 Subtotal Other Costs $ 2,500 0 3 *All mileage will be billed at the IRS approved rate. Q M M N m T r- 4) E t V t6 r+ Q f0 fq O CL O L a m a� u_ m E R w a z Pace!F �"6 C5 A LU U) 0 0 0 LLJ 0 Co is I 0 o 5 z uj 0 2i uj L) 0 W 0 ES LU U) 0 z W C > o Iz- m U6) 0 00 < Z < �Z— -lj U) CIL) z b LL UJ UJ U) Z o > o- o o < Cl) z In C14 L6 LU 0 0 z a LU > mf (D Z ci .:c, ^'° NN 61ui:ui 1.1:o: L6 i 6 ui ui :,6: 6 C4 < C, 99i6. . . . ci O, 9 R A 0 CL .2 0 16 CL > CD jE -.0 1 i : . I . t: 1 j ! a I W2 w 1-5 21 LL c. o M. I n- E: o'er d E' :E 3'26 1& g .�r-= i IM V o ..2. �le . :, ::z. A ! 1 1 i -2 rZ -6 :'. : : 0 : < :,2 E w S :-6 . R o &SE o.j> . >i 8 cl I i 0.1 W.i 1 _ g �.i i � 1 o E E E &2.�&I� --- '.2 cc rz o L) o.21 2 E 2 -? �2 � -21 z z mi. .21 1 A Z. ir -2 ?.5 .2 0. .2 T :E- 0 1 p LU < > m 0. '2 U: 0y 0a .2 2 E z z e (L L) 0 0 aw T N: c4 Wm: : N N Packet Pg. 387 C; LU A2 0 0 LU < LZLI 0 'o o . . . < U) W U) 0 Z T- uj W CO 0 Z iLL, w> (L < U) 0 taw Z 0- 0 Lu Z (L U) (1) z 0 LL LU W Cn Z M 0 E > - 00 < 0 LU 0 IL D o6 z d U) r- w Co z F- E L) 1 (DO OL c4 i U) :w: 6 coi u (5: 6 6 6 u6 6 I I. . . c4 c4 Uj L6 ::g: ui Co 9 0- CL E E CL it iL- 1 1 IM 'E tl -.0 mmemm LL E Ig * -2 o E 1 ' 2.0 r= E _9 W -6 L L 0. '2 10 E Im Ql�it .1 S.e "6 2, z z 2-6 H o 2 o: '2 Lu .6 , , s tu '6 1 11) 10 12 E 10 :Ll < T '6 x C) '= o w� L'I z of 0 a.L)M. IL CL: T IA: ioio -6:H fp W i O r N if w!W H' Packet Pg. 388 O LLI 0 A CC Lij 0 it Co :N 0 o Lu < 2E o 0 c6 U� aN ca o o u 0 o�j 9 M < C/)-0 W U) I% < z N � w 0 F- LLJ J z U > 2E 0 ::) 0. U) Lu z 1. z C 0 < U) :D I— CL u� z L) cn < et LL@ W W U) Z Cl) > 0 0 0 0 0 E L) In Z a_ W 0 F cm UJ Of Lu 0 > CL) 0 CL j.jo O. 1 s U) R 2:V 11— -: q . 6 6 6; A 8 : 9 _IN 9 _IN NNjq ui N N OIL, CL gi iE 2 a 03-: -51 0 Eli E' 2 l a Ri E' LL 0 1 l(0) > , :g . -iwb E o�ac � J —0.ym.a ma C ! o -L6 .2 8: gjM�'o 1 'i'; 0. -0 M iE w 'iw '-.i -�5 : 04w q R 9 0 ii� i g R: 2< 0 g 0 : . g p:iZ>�E: E j,-a IM.: ,6:9 z v-a:Zi IL < 0 < U) 2 'E i 0 > o.;: z a. o. a.: VIA, C 90 M.W U) E z 0 0 Uw I L) N;M "i t i:A ,6 'i Cq CR: 1q: Ci 16 16 ,6 W d 6: i :0 : Packet Pg. 389 g .Ln 0 rn 0 LU 0 0 P 0 5 z LLJ < 0 CL 0 C? 0 W T- I)f 0 Www W C3 0 Co -6 > z 0 U) of Z 0- Lu Z IL p Cl) CD .6 Z V) < LL -t5 W LU Cl) 0 E >< -0 LU 0 C) ce) o E.s 06 z U)I LU au C > E aUi S 0 CL W m 10 N 8 O L6 O cn 0 CL 0 a. LL & !2! o-. o E E E < t < ¢in.2 o 2 z z ¢ ¢ (0) 7F. 21 < .0, r E z z .1 io�0' (X:IL 1 .2 00 L)UO LL Packet Pg. 390 Plans,Specifications&Estimates(PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Ninyo&Moore DIRECT LABOR Initial Hourly Classification Name Range Hours Rate Total 2 Principal Engineer/Geologist/ David Richter/Nancy 0 Environmental Scientist Anglin 20 @ $72.00 $ 1,440 W Senior Engineer/Geologist/ John Jay Roberts/ Q Environmental Scientist Eugene Berkland 66 (& $54.00 $ 3,564 +O- d Senior Project Engineer/Geologist 0) /Environmental Scientist Prasad Thimmappa 186 @ $43.00 $ 7,998 L Project Engineer/Geologist/ Beth Padgett/Javier m Environmental Scientist Perez 172 @ $40.00 $ 6,880 O O Senior Staff Engineer/Geologist/ Micheal Cushner/ Environmental Scientist Jesus Villanueva 140 @ $34.00 $ 4,760 Staff Engineer/Geologist/Scientist Jonathan Johnson 36 @ $28.00 $ 1,008 ..; Gyula Kerkai/ Technical Illustrator/CAD Operator Michelle Trevett 48 @ $32.00 $ 1,536 ,O Data Processing,Technical Editing,or Linda Carson/Sharon j Reproduction Chang 62 @ $26.00 $ 1,612 .r 0 @ $ 0 Anticipated Salary Increases* $ 0 U Total Direct Labor Costs $ 28,798 "' O FRINGE BENEFITS Rate Total tp 26.00 % $ 7,487 Q Total Fringe Benefits $ 7,487 Total 122.00 % M Total Indirect Costs $ 35,134 CO) N_ FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate M 10.00 % _ Fee(DC+FB+I) $ 7,142 OTHER COSTS = v 1. Reproduction $ 1,400 Fa, 2. Copying $ 200 Q 3. Plotting $ i0 4. Transportation/Travel $ 400 to O 5. Special Deliveries $ 200 p 6. Computer Costs $ d 7. BNSF Permit Fees $ 7,000 d 8. BNSF Flagman Fees (est.40 hours @$100/hour) $ 4,000 LL 9. Geophysical $ 2,500 10.Driller $ 15,000 d 11.Laboratory $ 11,000 s 12.Waste Removal $ 800 v O Subtotal Other Costs $ 42,500 Q FEE(Other Costs) Rate Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor; $ TOTAL COST $ 121,061 w I-Imft. Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Ninyo&Moore OTHER COSTS-Itemized Unit Cost Quanity/Units 0 1. Reproduction $ 1,400 Q B&W 8.5"x 11" $ 0.05 1000 EA $ 50 0 B&W 11"X 17" $ 0.10 1500 EA $ 150 Color 8.5"X I V $ 0.45 1500 EA $ 675 Color I V x 17" $ 0.75 700 EA $ 525 m c 2. Copying $ 200 c B&W 8.5"x 11" $ 0.05 1000 EA $ 50 B&W I V X 17" $ 0.10 1500 EA $ 150 }; 3. Plotting $ 4. Transportation/Travel $ 400 ° .r Mileage $ 0.565 602 MI $ 340 L Parking $ 6.00 10 EA $ 60 = 5. Special Deliveries $ 20.00 10 EA $ 200 ° U 6. Computer Costs $ c 7. BNSF Permit Fees $ 7,000.00 1 EA $ 7,000 8. BNSF Flagman Fees $ 100.00 40 HR $ 4,000 Q 9. Geophysical $ 2,500.00 1 DY $ 2,500 10.Driller(Rig Rental) $ 5,000.00 3 DY $ 15,000 M 11.Laboratory(Soil Lab Test) $ 78.57 140 EA $ 11,000 12.Waste Removal $ 800.00 1 EV $ 800 m Subtotal Other Costs $ 42,500 E *All mileage will be billed at the IRS approved rate. ca r Q 7a y ° a ° L a m m LL C d E t V R w+ r Q Packet Pg. 392 9.H.d y�y t� N N B O O m L Op N N N V W cc CD N N Q NK C 0G m ry m 0 M CO')M MNO n O N IL 2 Z U O o C U W ° Q O n N O N N o O a_o O O - N m W g� a w o o _ "� w ca U o p W �E L 0 � o L s o G r� Q' Q 0 J Q C = � Q 2 O LLJ W LL1 W m Q Z a w "' cLp > 'S m (/n1 O � QV F M tug 0 tD t0 11 ON� N Z LL W Z LL J a E 4 M Q N � ZU at�l) LL LL z 0 E Q O 0 0 N - N oa Nav v m M M N N W Z a U m c o E c f MM O = r W U od Z a N Of C W 3 N N O Q 0 > v 3 E 16 H 11 v Z sw�w� n U cc O O O O O O O O N O O N p ml t0 p p ONO iw Q G m 'b N L6 ''h N i/J^ N N N �fI ifl O O N ml NON Q m 0 p r �p 6 p H L6 i0 C N N N N N N N co O a m E m m oo O U y E £ E m ■ f c of $O n m E all = aE`+ d E m S x w o aEi w m ° 3 S g Il N A N m m m m 0 m o y L Y cm c� pg oa m 0 € >� g'E m E m o m a a° c9`oa Iii mmm E � c m m m `em m tm - > t E � d - W Zl�� a O m o E E o'5 a c ? C G O'- E ¢ J Q Q N J Q a c C m m LLw Y� mac m do m > o mio mm mE m '> a o m -Oa 'uS ._ m � ux',m EEm m DU ° E a� yya W£� >10 ii x U C O F ¢ ¢ m 9 C O O L C L O~ 9 9 9 9 w y O 9 m > m E ¢ O O C y« O O m p G c c m c¢ c¢ c m Z c rn w yr mlmG mZ« y m @m �° m'- W_ m mm b m > >« 2'-wc co H f- Oi c m d� O m O ro E 9 F _ N o m m 8 p N Z Z = m O m O C .2__ N Q K N j 9S C S 0 0 F 0 O t O m m « C LL j P C .c Q ¢ ¢ N �` � mv � o � c mm ¢ U¢ oGy odE'9 mU om w m Eab me � c � E am Q JJ cn',..� 5o a CL Ew� � L. y EE U > m >a y > m V Y, '° 'Eo 9 m m i m- o• mx m m nm cmm 'mm m m m N u G U ¢ m 5B CQ� O W -L 00_ D o.m - m ZO m 2 d oKC7 H e8 cryQ O Om g m o op o mm m m a o o - 6 av (o o. ct a> 0 3 m . aco s3 c� U W y ■ N M fV fV fV lV N N N N �- cN N N ^N' N '- N fV N N c7 c6 14141 �N^ M V �O m!A „ r N N N N cV N a 'N(M N th tM lfl N N cH m of of N ■ Packet Pg. 393 9.H.d o M n � p M N O O O M n M C N 0 O N O Z U U Q J�W 2 pQ- N O U a v J N�mOvYtN-r',',....' �u aS a N.a°°�E°o o YY, b yy C eOO�N o D 1r t°W N °i❑¢O m a(W 4°w m E mf O a r°@ O r a am m 3 m o tN x r c Q°o�m m Z o m K ir o n mrn c O�N p m O Q O Pw c°U m E o�? g Z j=d==n E�,N N N o 7 a o Na a c o OO^a a'E m c c E�cLi°�S Y'•p c E m c�g 2m c-I` OON r«�$E m'v y°z w c 1f� N r a«.y'E d m Z m Z a c c a O tV m m o n i m c°O^i c ni m W W.d w m E c y m m c 0h r�N E m°c m D m c 1 N 3 t 4�W o. £•N W gg b N a S O O a W am°.O N a m moW,O N W r K 5 o m W❑a Er o,dmio°2 3y rn'°_af«�m o^am°a°c c mN O�i d c c.m c m o o c o N N Q Q N O N M N a c R E m 2 s�m om o C 0 U W Q L Y 0 LLJ 5 Z Q w O �2 Qp a O O o U �2 tF W W V fL C O Z e L QO 2Zw Z d 6 >O 2 Z Qa Z IL LL W y Z Cl) 0 Cl)O E a F z W U Co W L) CL?Oc N ' p N 0 N 6 Q t m M N N N N O Co Co W 0 N Cu O C Q o E a N Co L�.y c G i0 C U+L U d ° Y w p W m m o m t 2 > U o Q m o E° ❑ o m U x Z Z � 0 W h e V e o ❑ a s a a ❑Q a a E zz u1 Co a a n a U d O O❑O +n 0 + g q o N M Q N to 1� N M CD of of of N of n of N of 0 of O fN f7 th of 1N N �O I i � fD �D tD fG f H b „ H N M Q N fo 'o 0 M N M N N h Packet Pg. 394 i 9.H.d m L o m 0 0 C N 0 2 O � W m'p � _ y 0 oa r x Z U O O o 0 U W 0 (D CO c 0 o O - w LIJ W 'o a = ca U g Q J N NSA lC NW �Ec N �+ O L LL N d Q u V J Q c = � Q � OE O ai W W W m 0 Z aowN w f6 m (n O n 0 M V rn9 3 Z Z d W U Z U to ave= LL W W CO Z 0 Q O 0 O W M cnn Z m We= r Ci UW0.SZd t=1! uwH � m c W @ Z who= V .(L) cOc O O p p 0 O O N O O O O O N W°? IR m f� U) m 0 ci p p O N O O O O O N N 7 6 0 O O h O 6 ci O O O V M �0 M N p N p O O N N O O N N O O O 0 0 V C V.O O O N N N N N N N O N N N N N o N 0 O M O O N N N O N M M N N N N N N M N N N M M N M M N N N RS m V W d Q CL 3 m a a T m d w « L �m d m v c C y c LL N " On fn m rn J m °c m o E 2 CL '� ° N m m d A (n 0 m U m m d y yr c m m c W 0�N �m m � m S z m p Q a n 'o co a a c W m 3�mc-9 m0�c e 0 5�m L.N tl N 4 p a Q c q° o EO.9 a a3 H c U AO m z E O ¢ _ 3o z D m E m °Z° m ° W a U w N a 0 m a Vm c 2 �N L m ? _o aaaLL3<n a m °yN a a d E z z a N d K ma N c m fSf U W U U r N M O U O n W m 0 0 ' N M N M aD OC 00 aD eD cp Qq aD cq W m m W c6 M O O �° tp tD 16 ml , N t6 tp �O t0 tG ml <O tp cp ml ml fC t0 F Packet Pg. 395 B.H.d 0 \ _ 0 06 _ 0 � 2 « § � 7 � 0 U w 0 - & Co 0 ) \ e - }§ § < L 0 {g =_ \ j 2 f } \ \ k/^z� ` � L)%z j \ I \UOo§z z m $ z �e £\«� w m - o ® \ § 'n q { } \ E / \2: � $ / �_ / . k W . > . . . \ £ § / ƒi mfa \ \ o � � ~ _ § / ! 0 ( ! } ) L \ !fE t = _ ) k k ��\k °! !§k�$ 2 k $ \ | z ° /£ !`!!c L) 88 \ Packet Pg. 3e Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Overland,Pacific&Cutler DIRECT LABOR Initial Hourly Classification Name Range Hours Rate Total O V Project Manager Janet Parks 164 @ $41.00 $ 6,724 Q Senior Consultant Ramie Dawit 432 @ $32.00 $ 13,824 0 Consultant Albert Harmon 109 @ $22.00 $ 2,398 rn Senior Utility Coordinator Pete Castelan 100 @ $40.86 $ 4,086 a L Utility Coordinator Esayas Hagos 420 @ $36.05 $ 15,141 m 0 @ $ 0 0 0 @ $ 0 0 @ $ 0 > 0 @ $ 0 0 @ $ 0 w Subtotal Direct Labor Costs $ 42,173 Anticipated Salary Increases* $ 0 Total Direct Labor Costs $ 42,173 0 U FRINGE BENEFITS Rate Total 0 47.90 % $ 20,201 Total Fringe Benefits $ 20,201 Q INDIRECT COSTS Rate Total �y Overhead 117.60 % $ CO) General and Administrative % $ Total 117.60 % m Total Indirect Costs $ 49,595 y E FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate 10.00 % ;a w Fee(DC+FB+I) $ 11,197 Q �a OTHER COSTS y 0 1. Appraisals $ 45,000 C 2. Appraisal Reviews $ 24,500 d 3. Title Reports $ 7,150 4. Transportation/Travel $ U' 5. Special Deliveries $ 6. Computer Costs $ E Subtotal Other Costs $ 76,650 0 FEE(Other Costs) Rate Q 0.00 % Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) $ $ TOTAL COST $ 199,816 Packet Pg. 397 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Overland,Pacific&Cutler O OTHER COSTS-Itemized Unit Cost Quanity/Units Q 1. Appraisals $ 3,461.54 13 PN $ 45,000 0 2. Appraisal Reviews $ 1,884.62 13 PN $ 24,500 d 3. Title Reports $ 550.00 13 PN $ 7,150 �L 4. Transportation/Travel $ m 5. Special Deliveries $ 0 c 6. Computer Costs $ d Subtotal Other Costs $ 76,650 > r L O r 0 L O U 2 O L 3 a M Cl) N m w C d E t V M Q lC N O 0. O L d d LL r.+ C d E t V c0 r w a Packet Pg. 398 9.H.d V "2 m rN. N a a L ° n O 06 V � U �C) o a c O � U W � m Q O O a� m C Ocor O U :n Z r co va'W Q L a W = w U a +, Q O W 0 K � O L � o p U O C, � Qcn � U c - o Z@ 2 W Q rn 'B 0 WL LJ W m Q Z 0 z p m � 3 awz � J � � Q a � LL W w ~ z M Oca 0 0 N Y ^ M N Z LL V M 82 U -y O W� n 0 A W KJ U co (If U O O W O > m cu o c UZ a> V Lr—.(D O 0 0 O OOOO100 q q O 0 0 y C O r O O 0 0 O O O N O O N O m O O N O y y ) G m eN- uI �O O N LL'i N N tfI O O (D N O Q ED v O O O O O O O to � N p u0 u(j C) o00 6 00000 0 og ui u v ° ( u v v v °' �ao _ N O O O O 0 0 0 0 0 0 O O N N N N N N N N O v ` N N"N (6 c y co n ° o O m c U E r E m m y O d Q) C C7 E C o F C d o E m C E wa O�2 m am Ka�❑E c m Q ow ap0 o m m 2O m K=a cc Em d t K m L.Q w rd N C L _ ti o E ZO a 0- a 0 a J 0 E ° !- m P m t E m20E ?E m o c m Q ❑ p E > = c a E m 5 > m� rnw m o w Y x p m v m . V� e c d v a Y v . w m o O m m 'p m o y o U N E m'm z z m e a c y .ff O m o n.K a o o= > .a b c m a rm d m m¢ ¢ m� o D Sc! e v m 0 0 2 N N ` o m a z E z (n(L .+ U) U)U) m U W U C) a Q W y y N(9 (V Nc4N� N N •-N fV ' N N N (V N (i M O N r N' t7 O 1n m n M (Y (N N N (V N (q (V (V N Packet Pg. 399 9.H.d j g n oes v V- U u O m IL o = O U W > Q O o ,.. d CD AML W O on O O d U w d o U a Q L T W = ,� O N c cu Z p o 0 Q U) a ° _ � a � o WwL pz m ,no = oa 3 Z d W Z Z U O fA LL W W (q Z O M Q O N M F- Z � U 06 Z a � nU m c w U C O > U Z n `n w I V W O U 0 00 o O rn O rn m m o N fl- ( O o °�7 '77 7 - r 7 Lo �1. t0 N N N a a O t0 N N In N LO O l7 to N ry fh O _ N W W N aD of N N N N W W W W aD qN aD eD N N W aD N N cn a y C 0 15 C N O m N 30~ o W a O gN V E N C d C a L > m K c m a y da c Q m rn G1 n r 'o a c A ° Sim c d a N .°. m Z c m' °c E a '° m LL a ° m E °- No $ rc m 0 .O d m `d m m ic c a m w d s O n To .0. se m; � ¢ ¢ Q+U W ° m ° E M O) Q m U) m U rn 2 .- o m > a ¢ a Q o pa o m ;y a o U x E � r 2 m U 41 0 ow m m m f m a U v =Oaa a s o a a U) U) m z z y o m �o naU E fQ+ a d U W OU U U 4 IW M u 7 N M W o)W Cl of A m Oi fV M M tM N N th V N I� CD Ol L b (6 N t7 LA In (O t0 t0 N q Packet Pg. 400 9.H.d N aWa L N U °n 0 x 06 v �F U .0 O tC a c p � U W > m Q O O m rn m � AML W $ L U �W Q 2i 1 L T W = U g °a u a N DcN fG 0 W o i o o_ +L+ U 1A 0 � fr- QU) C = o M z pow a � o'2 O W W W m O Z wO >O O a Q M It Q Z Q W Z W J 3 N o Q Z:) F- a M w V Z U F_ () o It LL. W W (n Z O M Na UO M0 N i �° M Q F Z LL Co O C �y� UaSZ a U O m U) U 0 W O ^ °o dc > o c O C U z n g w U O O O O O ) M m N N O M O O 17 M N O N N O i0 l0 i0 !� M M W O N t0 i[i O Q (n m a0 «O O O N O O O O O N N N N N N M N N N M M N M M N N N N (6 a a a O c 8 m a t2 E d a an d K ac c 2 c c a 2 c a o N m J v c .o o E S a o c K K mrn LL o m c LL S '., C G M y > r2 a°p z y C d C w0 a > m rn m O 4 m n c m C c c c e a dC m q LL Ni a c 0 6z m m Q = m C lr0 C W m d',-„ b O C m LL W Y m 7E m Z E Q t m O J O C C pC Q' a m C - .0 3 Q r n O 6 7 m 0 O c 0 iq.c c v r o� w Fi L` m m r c 4 m ra a, yew �' c m `o rn aS an d = 3 m E — Imo ° mm=" 8 a° m 3 c U fq 4 F m' c .n y 9 K m m C '—�- t �',m c 10 and m mm v d aiL o aci mc �3'- z a y d w @F-zm E m m m m m ¢ � 2'coc a o me '° W '� rr y o 9 oav o a moo, a n o. U E m c �cLim cr'S m 0 c0._¢ ,_ a b Q c t t-c Z 'C rn N U J J N c U Q m g m m(p 0 m m m m m m m m C 0 m e t m C ¢ aW�vn a s za a a` a` a s iif`o" � o mAam � o m •. m M M N m m W O m A m'C m g W o a E z z Q cnr-a K CALL(:) OKm a N N o m m 0 0 r o U W U U W CD �2 S2 :1 N M aD aD tD (O c0 GD cD CO CD CD aD E6 OI Ul f0 1� aD f0 m ml tC t0 �O ml tG f0 f 6.0 f0 f tV O)6 m 6 f W p 6 O-N eM- V '° Y t0�G mi 1p t0 m!ml ml 6 t6 6 Packet Pg.401 §.H.d � � \ \ \ \ � - U 06 / \ 0 a � k S w � < 0 ` 2 \ § a § / \3 < 7 / %o } \ 2 o / i ° ° 2 § � \ \ k \ k e - ° ± ^E § ® 2 . ¥ � \ / \ \ § 2 zEEZ0 < m2zGe « � $ uumz n f / < o E z o -- o06z 0/ co ) § � - Q)> (/ [ \ z U) , Smmm q3a / \ / ! - \ I _ k a $ 2 / . LL - &. D / - § o. � E 7 E. / }l � k22 , - � / § a u _ - ° � ® ' ) f0 3 ) § \;\( | m ! ! k & � ` ® ■ k - ! I � "2 < \ E / d $ ! kJ ) % § § ! � , N 11 Packet Pg.402 Plans,Specifications & Estimates(PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant PSOMAS DIRECT LABOR Initial Hourly Classification Name Range Hours Rate Total O Surveyor PM Cliff Simental 72 @ $75.73 $ 5,4530 Surveyor Office Sean Smith 296 @ $44.29 $ 13,110 Q Surveyor Cadd 298 @ $30.00 $ 8,940 0 PLS Party Chief 192 @ $44.69 $ 8,580 Chainman 192 @ $37.86 $ 7,269 M Photogrammetrist Ron Moojen 30 @ $43.03 $ 1,291 m Cadd Collector Marco Rosas 105 @ $24.10 $ 2,531 0 Project Admin Liz Blair 6 @ $17.12 $ 103 L 0 @ $ 0 0 @ $ 0 Subtotal Direct Labor Costs $ 47,276 Anticipated Salary Increases* $ 0 r Total Direct Labor Costs $ 47,276 L t+ FRINGE BENEFITS Rate Total = 0 45.50 % $ 21,511 U Total Fringe Benefits $ 21,511 C INDIRECT COSTS Rate Total 3 Overhead % $ Q General and Administrative 141.30 % $ Total 141.30 % M Total Indirect Costs $ 66,801 FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate M 10.00 % c Fee(DC+FB+I) $ 13,559 E OTHER COSTS 1. Reproduction and Delivery Budget $ 500 Q 2. Aerial Flight $ 2,800 3. RR Encroachment Permit Budget(Actual Costs to be transferred onto the rn Prime Consultant) $ 250 C L 4. RR Flagman Budget(Actual Costs to be transferred onto the Prime Consultant) $ 5,000 d 5. Potholing $ 14,400 ti 6. Title Report Budget(Actual Costs to be transferred onto the Prime Consultant) $ 15,000 y 7. San Bernardino County Surveyor's Checking Fee $ 2,000 EC Subtotal Other Costs $ 39,950 FEE(Other Costs) Rate Q 0.00 % Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) TOTAL COST $ 189,097 WN Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant PSOMAS O OTHER COSTS-Itemized Unit Cost Quanity/Units Q 1. Reproduction and Delivery Budget $ 500 0 B&W 8.5"x 11" $ 0.05 5000 EA $ 250 m B&W 11"X 17" $ 0.10 2500 EA $ 250 v 2. Aerial Flight $ 2,800.00 1 DY $ 2,800 m 3. RR Encroachment Permit Budget $ 250.00 1 EA $ 250 0 0 4. RR Flagman Budget $ 100.00 50 HR $ 5,000 F 5. Potholing $ 14,400 > Potholing $ 1,000.00 13 EA $ 13,000 Ground Penetrating Radar $ 1,400.00 1 DY $ 1,400 0 6. Title Report Budget(Utilities) $ 1,000.00 15 EA $ 15,000 U 7. San Bernardino County Surveyor's Checking Fee $ 2,000 b $ 2,000.00 1 EA 2,000 0 Subtotal Other Costs $ 39,950 - Q M M N m r+ C d L V t0 r.+ Q O N O a O L a d m LL w C d E V t0 w Q Packet Pg. 404 9.H.d a � m W (V to C M G O � O ° U) a G 1 m N F o x 0 °o N U y� O cc o G 0 Lou O v m E CO W O V C O on O o m ° � C 8 N � U Q E n L 0 J N 1 o � O 0.w Z � Qcw J c=a " — Wwwm OZ ads c`v > 3 z �wz � � � � ZU a � d� O O E Q O gyp♦ 4 N U p Cl) w z a V M CO N a V U = Z n m U 0 z rd_, V9 n O v+ r+ C w v O N 7 O > A o I) z d N U Z N w Q N O O O O O 0 0 o 0 cn q q O N O O O O c O � .- �� •- �- O � O 0 0 O O O N ) co m LO L6 N N N 1n to 1n In N N In N in O O N (o Q C U 0 0 0 O 6 6 6 6 6 6 O 6 6 N N N 6 l O N ry N O O O O— 0 o O O O O O 0 0 N N N N N N N IC m a a E E o O SE 2_ o Em o m u w` c w w c e o o LL o rnm o m 5 � e °i c E m c m $ o i o C T U !� an d E c m .W m t t m "s m o E m C7 m 5 d o d o w d mE c E m� E� rn m LL fn.' C 'C V N E O E Q J O` C LLw Y m — c m mo m Q oQ mm m $ mE m '> 'a° o w o m U c E m > o c n. d o m rn o! W m w e c >` m a '° .0 F Q Q m N 9 c m U o E C C O a a v- a W�c o m V m LL U m E O O o. m O c o m o.cQ cQ c m Z c W W m N � mlmc W e Ti om L° m m m d W nm > Em0 m mm = o > >� f- a o o m o H w m o m ++ O o o m Q y a�. o f o. n c m w m o o � zz N m. m c a_ o K m m c:°. m o �mo aot o mm Z w c > E - QQ cm 0 8 omS c m m Q c _ _Zi c E .W F F E d a d' w o y O Q m m o d m a t m m m E n b c rn _ E E U >m > >m > mm m e >` cm m v $ a m E m mi m m an d m c O 7 Y m o ` m 'q OQKOm Oa` O °am m 2 O m w x a C m N N Q y S m > > m 4 m o m m " m oo �- E acg U) (L d a > 0 3 CO g tih f3 U W U U ¢ w ul CO N M fV N N fV ! N N 7 N N tV <h q N r N t7 O u� t0 r y r N fV N tV N M N N M th tM 'ry tV fV N Iq m th 6 Packet Pg.405 9.H.d U Q o a O A � � N � O � O - °a � 0 0 H = U 0 O cc o G O U W rn Q O a� rn a a F» Co C O or O o m � 6w U Q W E n L = m r w J CV o p a L O W a o .r m C) � U 2 Q ° Q °c W J ca O = Ir Z N � W y � yr rn 'a m w w W 00 O amp L m °u0 � a s ! cn zawz � w Q cl) a LL W W ~ U O `° > � 0U U) M E Q p O U U m H nZ En N ° � V W O d M z m w U C @ Z a N E U Z U) C U N 0 u� o .n �n o .n rn rn rn rn rn m rn rn o iQ rn CL O 'i O r m? N O N N ,m i[I t° N o M 0 O ¢] r .- N r 7 r .- r N U O O ui t° V V O YJ LLJ N t° 1° °m m M N CL O C m E oo t 4 d Y a F VJ �p m � ° m Z 'rn v a LL Co m c Y c m o E rn cE o o p m y o w o o m m G a o tm c m O o v'v m CD E o m ¢ o rQ+CD a m 7 o ° w m o W o °d g m w W U m Q Q K N EU =U m m c 2 F K w y g mw .2 `o m 2 7 a f ° W m o =y E o ° o a Q a a i o a E z z a 2 a w Co a D Co V m uw UU r.+ cu rn rn cf rn rn Ol N t7 v C h m 0 V (6 M y N N t6 V h f0 1� w rn N M Iq Ip iff N N N h h �[) 'W N m Packet Pg. 406 9.H.d VI 0 yp r Q7 O W Ill M M t0 W V � � u9 � NM ur9 t9 tl> fA M 14 Ili C a G o � /0 Qj O O W R N W WO W W W N N (WO li o a 3 `' 0 =O U O o U W m Q o 0) W_ N 2 ° E o L m E Q v m a¢ w C O o_n O M F �U O L m � U Z Q W H g Q E ° L > a) Q V m ° a- N t R p d a L N �. O W O L Z �_ p o O E ? N O Q °c W � J R 9 O z @0, wQg w > g aZ F m U) 0 � O F a A 3 Z d W Z WO J Q Q � I O. Z U to m9 ° O `6 > N z �. Q O O 0 N z co v W 0 aL Z° M W 06 za U) Np �, of .. C LLJ U N V N N W N W N N N N N a O > ° m c co U a Z N C D N W W (Q Q) 0 M N W i0 O W O N O O p C N O O O O O O CI O O O p N N r N N O O�O O�(Y O to O O O O W WW O N �O Q Y U M M O O O M N O N O O N N M M M N N N N N N O N N N N N O N O O M O N N N O N M N N N N N N M N N N M M N N N '2 3 m m d v 0 a. m a m m v 0 d d K LL N m O y E i a c ° ° E m �' d c° c K °' m c d me m 10 v y m y v _a U m c o LL o m O w N m m co m m (n m m m `m m a m ++ c m c m rn M > U d m° Z v p Q m m c c N m a mrn a c ° a m ❑ o c a m r c t0 a cNc m 'c m L� K m 3 c c ❑ w o m a a c o C LL Um} c o o m O y m m 3 0° ti, $' m e c ° y m Q a[ 2 i° W W E d o a t °'� m D o d ° a° K c p c m m r c o E '- ai �E m $ a E 0 o `. 8 a U W m m- m m >. K u:¢ K 0 7 m c c o•m m c m a . (B oZ zz p' `o ❑ c °c m E �'m E m mm m d m °n ii o mmcRc � c3'm�- z° o m'. U F Z ¢ E Z 2 0'c w o m e Q �_W ¢ ¢ �•, -E fA W 'j O m O m r0 m A m m 7 7 L:=•L O C❑._ ,_ F H e u D) O `t t C Z 'C N °i N N 0 d U C O Vc 77Y o o c ° y Qmgmm ° m m ❑ m jO mr'mv� € 7 t •• m W M N' `O W ,'� rn W m arna ¢ aLL3m a s za a a a a a ii2`o$ ° m m L° m- mmg o dE z a �, a K C7LLO m ❑wm` aN W - m O p U W U U N M M cO cD W W cl cD W W c0 aD cD cD c0 cD Of O W C �O W 1� W m m W tp tp f0 W �O f0 (D cG cG cp cp W w W o O :'_M C m ml 16(6 16 Packet Pg. 407 9.H.d U) « ® - 0 ° Cl) IL Ci � a 0 U w _ « 3 � 7 % § \ - c o : _ $ } F- /§ f k < Lij ! e } % � 2 2 { 7 / o /° / 2 to o < o _ \ } _T � � � � I &\ \ con } - \ = ® oD0- R z § = zow \ « « = e a = E_ , U) $ z o e @ � tuzmz �C) n / / 0> q 54-m\ \ \ � kLU > \ F- ` (+ : / z u \ / 2 U) 6 Sim # e # � @ 7 2 ) @0 ui / i o ' a k k ) ƒ ) § { RA 2 e ] E \ 3 \ ( \ \\ 0 \\�) \ \ \ kk ) � 3 / - -2 qq ,) ■ ; \!] ; m � -sV) .2 « ! ! § , \ � . \ \ 2 / ) 2� $ al � � G! , Packet Pg.408 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Roy Ketring DIRECT LABOR Initial _ Hourly Classification Name Range Hours Rate Total U U Principal Roy Ketring 192 @ $121.00 $ 23,232 Q 0 0 @ $ 0 O 0 0 @ $ 0 rn 0 0 @ $ 0 L 0 0 @ $ 0 m 0 0 @ $ 0 c 0 @ $ 0 0 @ $ 0 > 0 @ $ 0 0 @ $ 0 w Subtotal Direct Labor Costs $ 23,232 Anticipated Salary Increases* $ 0 Total Direct Labor Costs $ 23,232 V FRINGE BENEFITS Rate Total O 0.00 /o O Total Fringe Benefits $ 0 Q INDIRECT COSTS Rate Total d cl Overhead % $ N Cn General and Administrative % $ Total 0.00 % m Total Indirect Costs $ 0 = m E FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate 10.00 % w r Fee(DC+FB+I) $ 2,323 Q �o OTHER COSTS N O 1. Reproduction $ CL 2. Copying $ 200 d 3. Plotting $ d 4. Transportation/Travel $ 700 u- 5. Special Deliveries $ 100 6. Computer Costs $ E Subtotal Other Costs $ 1,000 u M FEE(Other Costs) Rate a 0.00 Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) TOTAL COST $ 26,555 Packet Pg.409 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Roy Ketring _ OTHER COSTS Unit Cost Quanity/Units V 1. Reproduction $ Q 2. Copying $ 200 0 B&W 8.5"x 11" $ 0.10 1600 EA $ 160 B&W 11"X 17" $ 0.20 200 EA $ 40 L 3. Plotting $ m 4. Transportation/Travel $ 700 c Mileage $ 0.565 1154 MI $ 652 Parking $ 6.00 8 EA $ 48 5. Special Deliveries $ 20.00 5 EA $ 100 6. Computer Costs $ Subtotal Other Costs $ 1,000 c� L *All mileage will be billed at the IRS approved rate. U O t3 Q co M N m T C d E S V O r Q O N O CL O L a d d LL C d V R Q 0) �2 7F '6 o LLI 0 Co 0 S2 F- z W E2 < 0 LU Q O q LU Z .0 0 0 J]f < U) CX -o UJ U) c: 1: a,- < z 'a W w cn 70 W a LLJ 00 0 LU > z od 0 IL < U) 0 F- Z 0- w Z Cl) Z cn LL Lu Lu 'n z 0 E >< 0- 00 u) Z Co C14 w o CL oo z C) Co w 0 > co Z N 0 ui ui 6 6 i i 16 6 0 'R:;O S O O 6 9:9 9 9 9 9:9: g:: L) ui 6 rL 0 E E E 12 CL 0 f E E CL g w E !w lo 'R 0 W LL N mo.o E 1 i �-i E E i lf =c w ow 0, >w o: �O.T �f.21t� �o.§ ol & . 11 A! i 1 �E S2 I? E 1 E <- j �<1� ::] .. o E' -E IL z6 cc o 7�11 w. < w '2 S: co m z o. ol 2Z 5 .2 E 's > (L M E w :Ef 2. Q m o E OjS z zo o W:(L M > L)w u u a¢ Lu N lN N —ic t 14 r N m N vi 6: Packet Pg.411 Z LLJ 5 Z O LLJ LU U 'L C\1 m Y Lu z q 0 13 of < U) uj w Z m of ELI C) W CO ui > 0 Z 06 U) 0 0 Z a- Lu Z a. 5 U) D I' Z C) (n U- Z6 UJ LU Cn Z 0 E >< O 0 0 M Z CN LLJ o .6 z en LU Z U N c cl� 00 1� 0:0 wi; 0 ui W: U) ui 6 IA.h E E E L E mm ocE�m LL 0 12. 0 12 M. a it a L.2 1- & E 5. u) E. W 0 X U_ 2' <r < 2! 1.2 E .s S, .9 r=:.s D., ;-��"i E F, �--0 z z Z) e.,: . 0:.:- li 0 'o 12 L) u 2 R o Q !U) L) 0 X: — 00 W L) A K 2 E Z Z < (D : .16 C'i -i Packet Pg.412 L SUE O IL 0 0 O o 0 0 75 0 Cn W < 0 W C) 0 0 O LU (D z C) 0 0 < U) W U) z 06 Lu Lu M o fn W af> 2E z CO 0 73 (L Q m Z 0 LLJ Z IL m (j) Z LL rj) z o LU ul 0 < o 0 L) Cl) LLJ 0 od z C w 2 > 0 Z Z) :wj ol i ol Ci 6 0 Co i ^ i 6 i L6 q q 1 ui: ,6 CL i Ci U) :'OS O N g g!g 8 :N E .2 Of s E2 y EL CL CD 2--6 a E� 0.1 i 0 75 LL E A2 20 lo *6:- Yo 0 E 0 =— : . 3 ­ -6 w 7F E .2 12 12 E <' Z 2 E Z z z D S < < '6 1 R.1 Eig 1 E F-lz 2 05:'1 32 0 . .: .2.2 i5 0. E 0 :G LD 2 2 g 0. (L a. CL: CL 0 Z Z < E E m a E�'o a. 0 0 L) L) CO: c6 d d 0; Ci .6.6: w 0 w 0 Cd -q _2 �2 Z Packet Pg.413 O "6 o o O LU 0 co LU 0 0 Cc) LU U) 0 Lu < �LLl 00 w > 0 z 6) L U 0 C < O W:) �Z— Zvi 2 z — w w �,-) zn 0 > o 0 o V) z UJ 0 0- .6 z d Lo ui 0 > w is CD M F- E Z) 0 cn 16 7i Z EL (? o 15 0 E z z < < cu Z5 Z, o Z3 iJ m > o E min 0::Q m O z cr 0 0 V w 0 L) Packet Pg.414 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Thirtieth Street Architects,Inc. DIRECT LABOR Initial Hourly V Classification Name Range Hours Rate Total Q Principal John Loomis 130 @ $54.30 $ 7,059 0 Project Manager Carrie Wilde 136 @ $45.80 $ 6,229 0 CADD Matt Ross 92 @ $37.35 $ 3,436 v 0 0 @ $ 0 m 0 0 @ $ 0 c 0 0 @ $ 0 F 0 @ $ 0 > 4j Subtotal Direct Labor Costs $ 16,724 L Anticipated Salary Increases* $ 0 0 Y Total Direct Labor Costs $ 16,724 Y FRINGE BENEFITS Rate Total 0 47.00 % $ 7,860 - Total Fringe Benefits $ 7,860 -a L INDIRECT COSTS Rate Total 3 Overhead 48.00 % $ Q General and Administrative 73.00 % $ M Total 121.00 % N Total Indirect Costs $ 20,236 pp Y FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate 10.00 % E Fee(DC+FB+I) $ 4,482 Y OTHER COSTS Q 1. Reproduction $ 1,310 y 2. Copying $ 600 c 3. Plotting $ 3,500 d 4. Transportation/Travel $ 1,190 5. Special Deliveries $ 400 LL 6. Computer Costs $ Subtotal Other Costs $ 7,000 E FEE(Other Costs) Rate 0.00 % Q Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) $ TOTAL COST $ 56,302 c �416j Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Thirtieth Street Architects,Inc. OTHER COSTS Unit Cost Quanity/Units U 1. Reproduction $ 1,310 Q B&W $ 0.25 3000 EA $ 750 ,o Color $ 1.00 560 EA $ 560 rn 2. Copying $ 600 B&W $ 0.25 2000 EA $ 500 m c Color $ 1.00 100 EA $ 100 0 F 3. Plotting $ 3,500 B&W Plotting $ 0.15 1500 SF $ 225 Color Plotting $ 1.25 1500 SF $ 1,875 L Mounting $ 5.00 280 SF $ 1,400 ° 4. Transportation/Travel $ 1,190 Mileage $ 0.565 2000 MI $ 1,130 Parking $ 6.00 10 EA $ 60 U 5. Special Deliveries $ 20.00 20 EA $ 400 c 6. Computer Costs $ Subtotal Other Costs $ 7,000 Q *All mileage will be billed at the IRS approved rate. M M N m T C d E L V t0 r.+ Q N fA O Q O L a m m LL C d E V O r+ Q Packet Pg. 416 9.H.d 0 6 N O N m'0 O OD CD ED C7 O 7 N R D a o 0 V L a O L c_c G � � O W � a t O F- O rn v Co C O o O 00 3n i w O U Z >. r W Q H� Q 2 o _ L LU m U = _ > J O V O W CV ' W Z w 3 0 o O mpo O °aC:; O o Q � - o U <LL, m Z (0 � W me � ^W CO � m 06 O 2 O' a ¢w` R Z 0_ W Z J o d a Q :Z:) a R - U cry LL �' W W ~ z �" O E > � p 0 w M _ Q O N N e O D fV 0 C7 Z � U U o c M N h N U 06 0 D a� d, m (n 0! („) N a0 aD tD m N m C W O o c > d EO C U Z — a O . (j 0 N O O N O N 0 Q Co 0 o O O O 6 o O O 6 N O O O N O O h N N O N O O N O O N g O 0 O 0 O N O O U O O O O O O O p p p fp p Q'N M M M ui 6 t7 M N O CD w N N a .W o Q m U afn Etm. E m me O 0 O m m E S m wm curio w0 m w w o Sd m-o N n° c mrnn m�O a S E r nm oa>m f m c rna>m cc LL .c$ > o E c ao 0 � c m o Zm c° rn E ' L a rON O Q E 5 ai U m m m m E m > C m EE m E a m Ir � w 5 d a m ¢ o� y w P @ o O a m W o . ` w W m a 2 c w a Co F m > - > U m n> E m m 0.a O y LL QQ — oo mm O o a CL 12 oh m m� w > S.> m > S m n.o N y m U C ttr 1 4 > > m 4 m 0 m m ""-E oo E (L0 y L O IL � 0 3 U) in U) �3 L)Fu U U 4Q W W VJ I N M cV N N N tV N N N N lV N fV N lV Ci (M dC4�,l l7 V 0 m A N N N N N N N m Co m M 8 F 1+ [V N (V 1q {7 lh lh Packet Pg.417 t 1 9.H.d c � o a o o N N Y m' V L Q Y O O O L _ t 0 LU U � Q m O of AML W `opp O O =^ L 5 Z > Y CT LLJ H� Q o L T W m ° O m U g w O LL N tLC 0 W �O Z L � � ° C Q a ui U W G o_wm� „mW aW xsa2 aq � Z d W Z J m Q mZU a to °cO LL W W ~ Z N c @ 0 W O M } 'E Q 0 U N y rn 4 N T. U W O LL 0. aS Z d U) m U) *' O W n o d c o C Z � 'U N O cc U a m N O N N� �D N O 0p O CO f0 pO N N rn O a O rn q O o Qw i CAD O M O l (I 11 O N 6 O N U) o N N L6 N 6 N N N N L6 (O N m O N C M Q Y U N N N O O W t0 N W m aD W N N aD N eD N N N d o m c w c c W O- m m ° m o a r c $ a Q W u as ~ o a a c W c a v a m m e w '9 0 Co d c U- 9 N 0 y tn c m 0 m w R E o E o m r t o N u y m W w x o o o C a 'm o . y m C � L c ?m 2 u o W 11 m o m° _ m a c o m¢ Q C EU W m ° H U = Y o� m m@ W m 4 tl m $ a a a a °¢ a a t 2 m e m o N 2. d @ @ o c Q a W 4 0@ U ED U U ti M ib� Ili N l7 V N m n r r N <O m O> 0 Oi d) 0 Ol q fV q q q N M 10 10 h vi N N 0 0 0 0 th t7 N M N 0 n N N n N vi 0 0 io 1q m m m Packet Pg. 418 9.H.d N it 0 V L Q O O O L U t ° O d U Q L m O a� rn m AML W � � O O L O - d �Z U L.LJ m O L m U " O IM d N O L V D Q L v 0 < W c Z m w O W m Q m -W6 p � dQ a"W 3 Z d W Z ow J m o d a LL w w z �W O > oo� O 0 ch �_ Z LL U U N o c M m U06 0 Zd U) U W U a o N > c m E Z C CL O m N ' O N �(> N ill O N O N p p p O O N O O O O N N O O O ip N O p O pOp U m l0.) t7 N N N N N N O N N N N N O N O O M p O N N N O N m l7 In N N N N N N l+J N N N m M N IN N N N N N � N N o E m o O s W m d m v v0 a a c 3 a O CL t K t0 m v v c C 2 N L w in 6 u m m o °a y 9 a m 2 E� Z c n m E $ vc n U m m w c L6 n °cv N w m > cg A m m c r ° a 8 < m c ' a m a �y 'so (L m o m o c n mn c m a C m LL o o ami o c a yz c _ c n m m m 4° 4 J C c m d� o z E Q -.5 = B T o c c t O1 K v m m a c H ¢ Q J o c 8 v n E m y p .. a m m m y - c c 0 0 2 rn f---c ui E W m a m o tr v m _ m tr m D o °=m='' a° c to HHm';O c m v �KF- � K m¢ K P 7 'a m c c W 0. ani is mcm � .o m U m c c m m o m v 3'w ` m m N 0 f6 `o z z E m E m d m m a LL m m c K c z _ c a °� m 3 i-Z ¢ f E Z.c o'c m m a ++ N ¢ ¢ m N rn o '9 o m p o m m m m a x 3 W r �- f- of c 't tic Z 't mn a n n U m e �u'mt m o c��¢ m V � � lE c o 4 m Smmmo m L° my m m m ] m c oN 2v $ 'c =cm. .€ j d 3 Q c > > Y' � 'c !e c ca ¢ aLL3m a s Zo. a` a a a a iZ �`oo � o m 9v E Q m c E z z ¢ 1O O1 m a m p m o o a n a c9ncD o�m a N w z g U W U U N M V O 1p n cD W r N m cD cD cp cD cq lG lV cD OD cC cD cD cG cp O! Ol Ol A O Ip 1p A pp l0 lG tG lG tG lG tp lG lG l0 D t0 l0 tp O m m m O 'm ' o Y m lG lG lC l0 /G lG lC lG lC lD lG �q A Packet Pg.419 J ~ K $ _ k � g = O 2 0 w _ « 0 & _ _ § 10/ - § - E \§ Z CT< k LLJ )_ k 77a 2 o } � \ ! zp§ / J 7 � � LUU) L) k % ƒ i « 5 _ 0 Luw z 2 > � 2 2 } LL,z « « = e a = o U) E.- § z o w z c .. L « uumz Cl)Lu _/� z ' �06z / m @E � § 2 \ / u co , § aa U) 2 ) 7 \ _ n } \« CL \ E 2 - - a k ° } LL ) } k m� \/! 99 % �) | / \\ \ \ \\\{ } / . ck (L. \ / :; m CL1 0 �,« « =s � � � 2 ! - !. 8 \\ ) ) /2/! B ! ; � ) lkW 2 % G� aa � Packet Pg.4 0 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Wilson and Company,Inc. DIRECT LABOR Initial Hourly 0 Classification Name Range Hours Rate Total U Principal Larry Long 84 @ $74.68 $ 6,273 W Q Project Manager Garrett Montoya 356 @ $49.53 $ 17,633 0 Senior Engineer Thomas Jacques 684 @ $53.73 $ 36,751 Associate Engineer Michael Anderson 570 @ $35.11 $ 20,013 L CADD Dominck Deluca 884 @ $27.54 $ 24,345 m Clerical Diane Goodrich 114 @ $20.93 $ 2,386 a 0 @ $ 0 d 0 @ $ 0 > 0 @ $ 0 g 0 @ $ 0 0 w Subtotal Direct Labor Costs $ 107,401 Anticipated Salary Increases* $ 0 b c Total Direct Labor Costs $ 107,401 V 1 FRINGE BENEFITS Rate Total C 54.12 % $ 58,126 ca Total Fringe Benefits $ 58,126 3 Q INDIRECT COSTS Rate Total Overhead 66.85 % $ M General and Administrative 63.56 % $ Total 130.41 % m T Total Indirect Costs $ 140,062 y FEE(Profit on Direct Labor+Fringe Benefits+Indirect) Rate r 10.00 % Fee(DC+FB+I) $ 30,559 Q OTHER COSTS 1. Reproduction $ 3,750 0. 2. Copying $ 975 0 CL 3. Plotting $ 4,000 a) d 4. Transportation/Travel $ 3,900 LL 5. Special Deliveries $ _ 6. Computer Costs $ m E Subtotal Other Costs $ 12,625 FEE(Other Costs) Rate 0.00 % Q Fee(OC) $ 0 SUBCONTRACTOR COSTS(attach detailed cost estimate for each subcontractor) .'".. $ TOTAL COST $ 348,772 Plans, Specifications & Estimates (PS&E) and Right-of-Way Acquisition for MOUNT VERNON AVENUE OVERHEAD REPLACEMENT CIP PROJECT NUMBER SSO4-012 COST PROPOSAL Contract No. Date: 04/10/13 Consultant Wilson and Company,Inc. OTHER COSTS Unit Cost Quanity/Units 1. Reproduction $ 3,750 w Q B&W 8.5"x 11" $ 0.06 8000 EA $ 480 0 B&W 11"X 17" $ 0.12 8000 EA $ 960 Color 8.5"X 11" $ 0.24 3500 EA $ 840 Color 11"x 17" $ 0.47 3127 EA $ 1,470 m c 2. Copying $ 975 0 B&W 8.5"x 11" $ 0.06 8050 EA $ 483 B&W 11"X 17" $ 0.12 4100 EA $ 492 3. Plotting $ 4,000 B&W Plotting 0.1 2500 SF $ 250 ° Color Plotting 0.75 5000 SF $ 3,750 4. Transportation/Travel $ 3,900 Mileage $ 0.565 6796 MI $ 3,840 V Parking $ 6.00 10 EA $ 60 0 5. Special Deliveries $ 6. Computer Costs $ Q Subtotal Other Costs $ 12,625 v M *All mileage will be billed at the IRS approved rate. N m T c d E v ca Q y 0 CL 0 L- a. m LL c m E �o a Packet Pg.422 9.H.d ci m won o o M o cn a m ` O � /C� (a m•O^ �O N tp O� t0 t0 N W CL ma m C ° 0 0 r x O U�t W U D C o O y � O O W Q m O aD CO W o O O O - L m � � U � Z r 0 W E2 p 0 > W x 'n O (6 U g v w O' W i n Q v V W � c Z m 2 2 E O w w W m l— y m Lu o 'a L Z d O Z ~ M Q N N e Q z U a Q LL W W ~ z O L Q O O N Z U m p N N W o a xs z a Nv _ us LL m fn C) N aD ?N C N N Y O W n o O c M _ Z V '() N O O O O O O O �O O �O i0 N N �O N O q cO O O O � Q O � � � O � O O O O O O N O O N p (O f0 O O tNO °-c m N LL'1 N Y'i Cn L U O CI 6 O 6 6 CI CI 6 O O 6 0 N tN to tN M uj uj M a Q 0 0 0 O O O O O O O O O O M M M M M M M N M M N N N r N N N N N N N C � m 0 d a E c m 'o Q m m E E � m o m mm vo w E co W d O a o m a cLiX - LL a C O C C m O G L` ]•c .pm.N c E m c o m e r+ p ICI°o a m o@ e °1 � � tL vi L E m C7 ma = C U E.N E n 0 rn E E E 7.5 a c K d o � w yla E .E c m '�°o O Q > E ¢ - $ mE ° Q oc H E m ¢ r Ni,a E E m > d o c E a m u' o,r m 0mw am a >c c '� m° m o E c r ¢ Q'. m a c p U o 'c o 2 ac rn LL M O: r.E o� ¢ o a 0 o m mQ mvc wZ — � m @a �- r a c m _S'. Ti h off m O �C 2 Z = o O W O C m Q E N S .�. a« d a a a c N C 'p^ d= 'C W C 0 p N O 6 0 t O m m N O� C > a f+ m m p 0 m c m ui we mE'3 m0 dw o E o m c rn H e W E Q U c » Y m m E Q a a o 9 w $ O d� e E a> g o> m m a m c m o m m W m v M M cn.v.e .Q o ¢ Q > ; o, m °¢a' m m °a ° m E m ° m m x a "- v o o � oa a cg a) d a > 'e � m 3 rn° n rn 2 3 U W U U C Q W to y N l7 r tV N fY N N _ _ N N N N (V N N 7 N N M N q q b N P'1 O N tD n N N /V N N N M N m M m m F [V fV fY 1p 6 Pi lh Packet Pg.423 i 9.H.d V N N ONl R ll N NNW o O V O fn N M C i 1. O a N C o o' C O U o S 8 S a oa W U w is C o O O W Q rn O r d m O o 0 L 3 Z Q W U C D N O V Q W m U = u O J U U V W p Z t 4' Q UU)) e U U Lu Z N o W � m W LlJ W m O � mw0 :2:i) O Q aW " tC > Z d W Z Q' J Q d D c c of Q N Z U to LL C@ W W j Z N W "' `O` C Q O O O N... N N O W O O V W M U) Z U Q+" O C tO m UxsZO �_ n W p W a� N C > c M (0 a Z cl a� W O N O _ O N O o 0 0O N N ui n c co U) U O 0 0 0 N p N ++ N N N N N h � N � OJ W aD aD OD N N N O N ep a0 N ap m 00 O) N N W N aD N C N mm� � U � N 0 CL a C m C A C a m m ❑ N $ � m C d O~•.O � R O Nj � C 'W ❑ N C L p 'o a � 8 8. o f � ❑a m � m �. Vy- O m K �' W ° c m a m a. E a w N c m ° o f _ m e m 0 v cm m ca LL S a. o c m Ti n o f E .m ~ y@ c `m m E c 2 .. c v a° O ❑a m rn m _E m m . Tn i f m y m m m arn F- .0 E o o x x t w 2 10 W w a w ° a OE E 2 o - > U C N m . O C C C m C Z Z . E V 4 Z O E d a +Vc m f icer p�E m°-i F oY O m m to° s U m s y C U m or N W E E E E E E a U)LD O U c 0 d m m 2 N b - K N : a a �2 m O a a 0 a a a Ol 4 m m m C N f0'O f0 gE oo c� ii a c° N m` a D � C X o ya0x U W U I N CI V b N N Ol O1 W W W � Of N th M M l) V N c,) `q r N f7 7Op I O 1q M t0 Packet Pg.424 9.H.d a a M o N � (^Zf CL D a N N E O O U �t a W U ° C o O N � 0 W Q a O d 0) W AML W ` O O O �A - L w 6,Z T y W N Q °a >mU � � w w d N V f4 O W i n p Y Z V ° N O mpo o °aC O < 0 --C v U o W Z ° dam m O DEW W 0 mKS0 �0� d Z d W Z p' J m A o 3 Z U a Cn m � O Q O�// U/O, O Z LL � 9 N Im CN O C N U o6 z V} ate «' m If C W n n O > y (J N �O N N N O i0 O O O O O N N a V N O N m O O p p 0 0 O O O O O N N O O A 6 o O N p N <D A a m O O O � 0 000 O p O O O r N N N r 6 �O N UI uO A A c0 O O O NO IO 10 .pi O " N O O O U C) O pp O M N O N O O O N N O O N � O O O O O O pOp O N c7 c+l o N N N N N N O N N N N N O N O O lh o 0 N N N O N (") tp'J N N N N N N M N N N (7 m N l7 In N N N cri cr N N (� _m G a m> c c c m d o 3 O a a Q 8 a m F w O t o a m ico c d co c c o o ES CD o $ Z u Z. c m m m ° w m W LL o y N > m rn d m N c .Y c a m o a m a ,o_ a m m° o m ° c ani c, m m a C c c c o m c 3o o m m o m e c GJ m 0 LL W Y o c ? O m m ro m Q a t o' c C iL m a - , ¢ 'o c u1 0+ q a a r v°i m o m m o m c a`m m o .0 N Q F- m H O c m a W K f R m$ K O .n m ° o c m o o. V o- Z Z m m c c m �'m m Ta d m m m n u. o m m c K 3'm 1` Z m N cC y ¢ ¢ N = c p, a m € €H Z m € m m `m `m `w ¢ E 2 c o c m o m m d ++ aro a o5oaa o o. on o. a n > >c r oc°5¢ -= a M �' E c u 5 4 'cy ma�c � a�i m m m m m U w cyom o mLL2m c = m � m c o ma III, 'c y Q > > N p j 'c1E cta¢aS�(A a s za LL a a (L o. o mr�aso E Q y N N ¢ m m� m a m p m N m'C 02 OW y m y ZO ZO F d fN F a K (:)LL C9 f °a'm a N N R as U W U U M O 7 N M V 111 t0 A cp a ^ r N q 07 Op C7 00 OD aD aD aD aC aC aG aG aG aD O) O> Oi A f0 ml fC fC mi fG ml mi mi m tD 6 'q Packet Pg.425 9.H.d k ® - ® ca i2 E 0 e = U ! ; 06 X « k 0 ° k � Q w « 0 \ _ ` m k ` .0 - > < k &/ » k / < - 7 � � / 0 } } , § /\ \e z C. _ ? � 2Emq ® 2 ■ 3 § } \ / j \ < « = ea = - m $ zGm L « = Emw z Lu / f z L) E z = /\ ° \ i/ Q. m ` of - { \ / / \ §2mma / U) ( ) ■ * ° � 7 _ / 0 i CL B a $ # LL _ CL K / 2 ! k \ [)2 CL UU § ƒGC05w0 k $ ! k / ) % b3 eo , ` aa � Packet Pg.4 S 9.H.e O U W Q O r O m C O C L Q� Y " C " ATTACHMENT L 0 U N L PROJECT SCHEDULE 0 O T 3 v M M N U c m E t U f0 Q _d 3 t U W a-. 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