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R2001-0169 11-19-01 RESOLUTION NO. R2001-169 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO ENTER INTO A CONTRACT WITH KLOTZ ASSOCIATES, INC. FOR ENGINEERING SERVICES ASSOCIATED WITH THE McHARD ROAD PROJECT, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain Contract by and between the City of Pearland and' KIotz Associates, Inc., a copy of which is attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest the original of the attached Contract for and on behalf of the City of Pearland. PASSED, APPROVED and ADOPTED this the ~[9 day of i~ovember , A.D., 2001. ~ TOM REID MAYOR ATTEST: APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY Exhibit "A" R2001-'169 STATE OF TEXAS § CITY OF PEARLAND § THIS CONTRACT FOR ENGINEERING SERVICES is made by and between the City of Pearland, hereinafter called "City," and Klotz Associates, Inc., having its principal business address at: 1160 DairF Ashford, Suite 500, Houston, Texas 77079, hereinafter called "Engineer" for the purpose of contracting for engineering services. WITNESSETH WHEREAS, Government Code, Chapter 2254, Subchapter A, "Professional Services Procurement Act" provides for the procurement of professional services of engineers; and WHEREAS, 43 TAC §9.30-9.41 establishes the department's policies and procedures for contracting for engineering services; and WHEREAS, the City desires to contract for engineering services described as follows: Develop the Schematic, Plans, Specifications and Estimates, Environmental Assessments, Public Involvement, Hydraulic Impact Study, and Right-of-Way Mapping for the proposed McHard Road Extension. McHard Road will be a four lane divided curb and gutter section that extends from SH 35 to 1.1 mile East to connect with proposed Pearland Parkway. AGREEMENT NOW, THEREFORE, the City and the Engineer, in consideration of the mutual covenants and agreements herein contained, do hereby mutually agree as follows: ARTICLE 1 SCOPE OF SERVICES TO BE PROVIDED BY CITY The City will fumish items and perform those services for fulfillment of the contract as identified in Attachment A - Services to be Provided by the City, attached hereto and made a part of this contract. ARTICLE 2 SCOPE OF SERVICES TO BE PROVIDED BY ENGINEER The Engineer shall perform those engineering services for fulfillment of the contract as identified in Attachment B - Services to be provided by the Engineer, attached hereto and made a part of this engineering contract. The Engineer shall prepare a schedule of work identified as Attachment C - Work Schedule, attached hereto and made a part of this contract. The Work Schedule shall contain a complete schedule so that the Engineer's Scope of Services under this contract can be accomplished within the specified time and contract cost. The Work Schedule will provide Rev. 11/09/01 1 of 13 City of Pearland McHard Road specific work sequence and definite review times by the Texas Department of Transportation (TxDOT), the City and the Engineer of the work performed. If the review time should take longer than shown on the work schedule, through no fault of the Engineer, additional contract time will be authorized by the City through a supplemental agreement if requested by a timely written request from the Engineer and approved by the City. ARTICLE 3 CONTRACT PERIOD After execution of this contract, the Engineer shall not proceed with the work outlined under Article 2 until authorized in writing by the City to proceed as provided in Article 6. This contract shall terminate at the close of business on December 31, 2004 unless extended by written supplemental agreement duly executed by the Engineer and the City prior to the date of termination, as provided in Article 11 - Supplemental Agreements, or otherwise terminated as provided in Article 19 - Termination. Any work performed or cost incurred after the date of termination shall be ineligible for reimbursement. The Engineer shall notify the City in writing as soon as possible if it determines, or reasonably anticipates, that the work under this contract cannot be completed before the termination date, and the City may, at its sole discretion, extend the contract period by timely supplemental agreement as provided in Article 11 - Supplemental Agreements. The Engineer shall allow adequate time for review and approval, of the request for time extension by the City prior to expiration of this contract. ARTICLE 4 COMPENSATION The City shall pay and the Engineer agrees to accept the lump sum amount shown below as full compensation for the engineering services to be performed under this contract. The lump sum amount payable under this contract without modification of the contract is $498,523. O0 (Four Hundred Ninety Eight Thousand Five Hundred Twenty Three Dollars) as shown in Attachment D - Fee Schedule. The lump sum amount payable may be revised by supplemental agreement in the event of a change in scope, additional complexity from that originally anticipated or character of work as authorized by the City. The Engineer shall prepare and submit, to the City monthly progress reports in sufficient detail to support the progress of the work and in support of invoice requesting monthly payment. Any preferred format will be identified in Attachment B. Satisfactory progress of work shall be maintained as a condition of payment. The fee may be adjusted if additional work is approved by supplemental agreement and performed by the Engineer. Rev. 11/09/01 2 of 13 City of Pearland McHard Road · . ARTICLE 5 METHOD OF PAYMENT ' Payments to the Engineer for services rendered will be made while work is in progress. The Engineer will prepare and submit to the City, no more frequently than once per month, a progress report stating the percent completion of the work accomplished during the billing period and to date, and one original and one copy ora certified invoice. Payment of the lump sum fee will be in proportion to the percent completion of the work tasks identified in Attachment D - Fee Schedule. Upon receipt and approval of each statement, the City shall make a good faith effort to pay the amount, which is due and payable within thirty (30) days. The City shall reserve the right to withhold payment pending verification of satisfactory work performed. The Engineer must submit adequate proof to the City that the task was complete. The certified statement shall show the total amount earned to the date of submission and the amount due and payable as of the date of the current statement. Final payment does not relieve the Engineer of the responsibility of correcting any errors and/or omissions resulting from its negligence. ARTICLE 6 NOTICE TO PROCEED The Engineer shall not proceed with any work identified under this contract until authorized in writing to proceed. The City shall not be responsible for actions by the Engineer or any costs incurred by the Engineer relating to additional work not included in Attachment B - Services to be Provided by the Engineer. ARTICLE 7 PROGRESS The Engineer shall, from time to time during the progress of the work, confer with the State and the City. The Engineer shall prepare and present such information as may be pertinent and necessary, or as may be requested by the City, in order to evaluate features of the work. At the request of the City or the Engineer, conferences shall be provided at the Engineer's office, the office of the City, or at other locations designated by the City. These conferences shall also include evaluation of the Engineer's services and work when requested by the City. If federal funds are to be used on this contract, the work will be subject to periodic review by the U.S. Department of Transportation. Should the City determine that the progress in production of work does not satisfy the Work Schedule, the State shall review the work schedule with the engineer to determine corrective action needed. The Engineer shall promptly advise the City in writing of events which have a significant impact upon the progress of the work, including: Rev. 11/09/01 3 of 13 City of Pearland McHard Road (1) problems, delays, adverse conditions which will materially affect the ability to attain program objectives, prevent the meeting of time schedules and goals, or preclude the attainment of project work units by established time periods; this disclosure will be accompanied by statement of the action taken, or contemplated, and any State or federal assistance needed to resolve the situation; and (2) favorable developments or events, which enable meeting the work schedule goals sooner than anticipated. ARTICLE 8 SUSPENSION Should the City desire to suspend the work, but not terminate the contract, this may be done by thirty (30) calendar days verbal notification followed by written confirmation from the City to that effect. The thirty-day notice; may be waived in writing by both parties. The work may be reinstated and resumed in full force and effect within sixty (60) days of receipt of written notice from the City to resume the work. The sixty-day, notice may be waived in writing by both parties. If the City suspends the work, the contract period as determined in Article 3 is not affected and the contract will terminate on the date specified unless the contract is amended. The City assumes no liability for work performed or costs incurred prior to the date authorized by the City to begin work, during periods when work is suspended, or subsequent to the contract completion date. ARTICLE 9 ADDITIONAL WORK If the Engineer is of the opinion that any work it has been directed to perform is beyond the scope of this agreement and constitutes extra work, it shall promptly notify the City in writing. In the event the City finds that such work does constitute extra work, the City shall so advise the Engineer and a written supplemental agreement will be executed between the parties as provided in Article 11. The Engineer shall not perform any proposed additional work or incur any additional costs prior to the execution, by both parties, ora supplemental agreement. The City shall not be responsible for actions by the Engineer or any costs incurred by the Engineer relating to additional work not directly associated with the performance of the work authorized in this contract or as amended. ARTICLE 10 CHANGES IN WORK If the City finds it necessary to request changes to previously satisfactorily completed work or parts thereof which involve changes to the original scope of services or character of work under the contract, the Engineer shall make such revisions if requested and as directed by the City. This will be considered as additional work and paid for as specified under Article 9 - Additional Work. Rev. 11/09/01 4 of 13 City of Pearland McHard Road _-. _~ The Engineer shall make such revisions to the work authorized in this contract which has been completed as are necessary to correct errors appearing therein, when required to do so by the City. No additional compensation shall be paid for this work. ARTICLE 11 SUPPLEMENTAL AGREEMENTS The terms of this contract may be modified by supplemental agreement if the City determines that there has been a significant change in (1) the scope, complexity or character of the service to be performed; or (2) the duration of the work. Additional compensation, if appropriate, shall be identified as provided in Article 4. Any supplemental agreement must be executed by both parties within the contract period specified in Article 3 - Contract Period. It is distinctly understood and agreed that no claim for extra work done or materials furnished shall be made by the Engineer until full execution of the supplemental agreement and authorization to proceed is granted by the City. The City reserves the right to withhold payment pending verification of satisfactory work performed. ARTICLE 12 PUBLIC INFORMATION ACT All data, basic sketches, charts, calculations, plans, specifications, amd other documents created or collected under the terms of this contract are the exclusive property of the City, and shall be furnished to the City upon request. All documents prepared by the Engineer and all documents furnished to the Engineer by the City and shall be delivered to the City upon completion or termination of this contract. The Engineer, at its own expense, may retain copies of such documents or any other data which it has furnished the City under this Contract. Release of information shall be in conformance with the Texas Open Records Act. ARTICLE 13 PERSONNEL, EQUIPMENT AND MATERIAL The Engineer shall furnish and maintain, at its own expense, quarters for the performance of all services, and adequate and sufficient personnel and equipment to perform the services as required. All employees of the Engineer shall have such knowledge and experience as will enable them to perform the duties assigned to them. Any employee of the Engineer who, in the opinion of the City, is incompetent, or whose conduct becomes detrimental to the work, shall immediately be removed from association with the project when so instructed by the City. The Engineer certifies that it presently has adequate qualified personnel in its employment for performance of the services required under this contract, or will be able to obtain such personnel from sources other than the City. The Provider may not change the Project Manager without prior consent of the City. Rev. 11/09/01 5 of 13 City of Pearland McHard Road .? ARTICLE 14 BUY TEXAS The Engineer shall buy Texas products and materials for use in providing the services authorized in this contract when said products and materials axe available at a comparable price and in a comparable period of time. When requested by the City, the Engineer shall furnish documentation of said purchases o1' a description of good faith efforts to do so. ARTICLE 15 SUBCONTRACTING The Engineer shall not assign, subcontract or transfer any portion of the work under this contract without prior written approval from the City. All subcontracts shall include the provisions required in this contract and shall be approved as to form, in writing, by the City prior to work being performed under the subcontract. No subcontract relieves the Engineer of any responsibilities under this contract. ARTICLE 16 EVALUATION OF WORK The City, TxDOT and, when federal funds are involved, the U.S. Department of Transportation (USDOT) and any authorized representatives, shall have the right at all reasonable times to review or otherwise evaluate the work performed or being performed hereunder and the premises in which it is being performed. If any review or evaluation is made on the premises of the Engineer or a sub-provider, the Engineer shall provide and require its sub- providers to provide all reasonable facilities and assistance for the safety and convenience of the City, TxDOT or USDOT representatives in the performance of their duties. ARTICLE 17 SUBMISSION OF REPORTS All applicable study reports; shall be submitted in preliminary form for approval by the City before final report is issued. The City's comments on the Engineer's preliminary report will be addressed in the final report. ARTICLE 18 VIOLATION OF CONTRACT TERMS/BREACH OF CONTRACT Violation of contract terms or breach of contract by the Engineer shall be grounds for termination of the contract and any increased cost arising from the Engineer's default, breach of contract or violation of contract terms shall be paid by the Engineer. This agreement shall not be considered as specifying the exclusive remedy for any default, but all remedies existing at law and in equity may be availed of by either party and shall be cumulative. Rev. 11/09/01 6 of 13 city of Pearland McHard Road ARTICLE 19 TERMINATION The contract may be terminated before the stated termination date by any of the following conditions. (1) By mutual agreement and consent, in writing of both parties. (2) By the City by notice in writing to the Engineer as a consequence of failure by the Engineer to perform the services set forth herein in a satisfactory manner. (3) By either party, upon the failure of the other party to fulfill its obligations as set forth herein. (4) By the City for reasons of its own and not subject to the mutual consent of the Engineer upon not less than thirty (30) days written notice to the Engineer. (5) By satisfactory completion of all services and obligations described herein. Should the City terminate this contract as herein provided, no fees other than fees due and payable at the time of termination shall thereafter be paid to the Engineer. In determining the value of the work performed by the Engineer prior to termination, the City shall be the sole judge. Compensation for work at termination will be based on a percentage of the work completed at that time. Should the City terminate this contract under (4) of the paragraph identified above, the amount charged during the thirty (30) day notice period shall not exceed the amount charged during the preceding thirty (30) days. If the Engineer defaults in the performance of this contract or if the City terminates this contract for fault on the part of the Engineer, the City will give consideration to the actual costs incurred by the Engineer in performing the work to the date of default, the amount of work required which was satisfactorily completed to date of default, the value of the work which is usable to the City, the cost to the City of employing another firm to complete the work required and the time required to do so, and other factors which affect the value to the City of the work performed at the time of default. The termination of this contract and payment of an amount in settlement as prescribed above shall extinguish all rights, duties, and obligations of the City and the Engineer under this contract, except the obligations, set forth in Article 19 of this contract. If the termination of this contract is due to the failure of the Engineer to fulfill its contract obligations, the City may take over the project and prosecute the work to completion. In such case, the Engineer shall be liable to the City for any additional cost occasioned the City. The Engineer shall be responsible for the settlement of all contractual and administrative issues arising out of the procurement made by the Engineer in support of the scope of services under this contract. ARTICLE 20 COMPLIANCE WITH LAWS The Engineer shall comply with all applicable Federal, State and local laws, statutes, codes, ordinances, rules and regulations, and the orders and decrees of any court, or administrative bodies or tribunals in any manner affecting the performance of this contract, Rev. 11/09/01 7 of 13 City of Pearland McHard Road including, without limitation, worker's compensation laws, minimum and maximum salary and wage statutes and regulations, and licensing laws and regulations. When required, the Engineer shall furnish the City with satisfactory proof of its compliance therewith. ARTICLE 21 INDEMNIFICATION The Engineer shall save harmless the City and its officers and employees from all claims and liability due to activities of itself, its agents, or employees, performed under this contract and which are caused by or result from error, omission, or negligent act of the Engineer or of any person employed by the Engineer. The Engineer shall also save harmless the City from any and all expense, including, but not limited to, attorney fees which may be incurred by the City in litigation or otherwise resisting said claim or liabilities which may be imposed on the City as a result of such activities by the Engineer, its agents, or employees. ARTICLE 22 ENGINEER'S RESPONSIBILITY The Engineer shall be responsible for the accuracy of its work and shall promptly make necessary revisions or corrections resulting from its errors, omissions, or negligent acts without compensation. The Engineer's responsibility for all questions arising from design errors and/or omissions will be determined by the City and all decisions shall be in accordance with the State of Texas (State), the State's "Errors or Omissions Policy" in accordance with 43 TAC §9.38(e). The Engineer will not be relieved of the responsibility for subsequent correction of any such errors or omissions or for clarification of any ambiguities until after the construction phase of the project has been completed. The Engineer is solely responsible for all necessary Quality Control of the originally submitted work. ARTICLE 23 ENGINEER'S SEAL The responsible Engineer shall sign, seal and date all appropriate engineering submissions to the City in accordance with the Texas Engineering Practice Act and the Rules of the Texas Board of Professional Engineers. ARTICLE 24 NONCOLLUSION The Engineer warrants that it has not employed or retained any company or persons, other than a bona fide employee working solely for the Engineer, to solicit or secure this contract and that it has not paid or agreed to pay any company or engineer any fee, commission, percentage, brokerage fee, gifts, or any other consideration, contingent upon or resulting from the award or making of this contract. For breach or violation of this warranty, the City shall have the right to annul this contract without liability or, in its discretion, to deduct from the contract price or compensation, or otherwise recover, the full amount of such fee, commission, percentage, brokerage fee, gift or contingent fee Rev. 11/09/01 8 of 13 City of Pearland McHard Road ARTICLE 25 INSURANCE The Engineer shall furnish the City a properly completed Certificate of Insurance (Texas Department of Transportation form 20.102) approved by the City prior to beginning work under this contract and shall maintain such insurance through the contract period. The completed Certificate of Insurance shall be attached hereto and identified as Attachment G. ARTICLE 26 GRATUITIES Texas Transportation Commission policy mandates that employees of the State shall not accept any benefits, gifts or favors from any person doing business or who reasonably speaking may do business with the State under this contract. The only exceptions allowed are ordinary business lunches and items that have received the advance written approval of the State. Any person doing business with or who may reasonably speaking do business with the State under this contract may not make any offer of benefits, gifts or favors to departmental employees, except as mentioned hereinabove. Failure on the part of the Engineer to adhere to this policy may result in the termination of this contract. ARTICLE 27 DISADVANTAGED BUSINESS ENTERPRISE OR HISTORICALLY UNDERUTILIZED BUSINESS REQUIREMENT Not Applicable ARTICLE 28 INSPECTION OF ENGINEER'S BOOKS AND RECORDS AND AUDIT REQUIREMENTS The State and the City shall have the exclusive right to examine the books and records of the Engineer for the purpose of checking the amount of work performed by the Engineer at the time of contract termination. The Engineer shall maintain all books, documents, papers, accounting records and other evidence pertaining to cost incurred and shall make such materials available at its office during the contract period and for four (4) years from the date of final payment under this contract or until pending litigation has been completely and fully resolved, whichever occurs last. The State or the City, or any of its duly authorized representatives, the Federal Highway Administration, the U.S. Department of Transportation Office of Inspector General and the Comptroller General shall have access to any and all books, documents, papers and records of the Engineer which are directly pertinent to this contract for the purpose of making audits, examinations, excerpts and transcriptions. ARTICLE 29 PAYMENT OF FRANCHISE TAX Pursuant to the Business Corporation Act, Texas Civil Statutes, Article 2.45 which prohibit the State from awarding a contract to a corporation that is delinquent in paying taxes Rev. 11/09/01 9 of 13 City of Pearland McHard Road ~gnder Tax Code, Chapter 171, the Engineer hereby certifies that it is not delinquent in its Texas franchise tax payments, or that it is exempt from, or not subject to, such a tax. A false statement concerning corporation's franchise tax status shall constitute grounds for termination of the contract at the sole option of the State. ARTICLE 30 DEBARMENT, SUSPENSION AND DISCIPLINARY ACTION The Engineer warrants that the representations included in the Debarment Certification (Negotiated Contracts) submitted with the offer to provide services are current and still valid. ARTICLE 31 LOBBYING CERTIFICATION The Engineer shall comply with "Lobbying Certification \ Disclosure Form" in federal aid contracts in excess of $100,000 or subcontracts in excess of $50,000, identified and attached hereto as Attachment I. ARTICLE 32 CIVIL RIGHTS COMPLIANCE The Engineer shall comply with the regulations of the Department of Transportation (49 C.F.R. Part 21 and 23 C.F.R. §710.405) as they relate to nondiscrimination; also, Executive Order 11246 titled Equal Employment Opportunity as amended by Executive Order 11375 and as supplemented in Department of Labor Regulation (41 C.F.R. Part 60). See Civil Rights Compliance," attached hereto and identified as Attachment J. ARTICLE 33 PATENT RIGHTS AND COPYRIGHTS The Engineer shall comply with the patent fights procedures as specified in 37 C.F.R. Part 401 et seq., with respect to processes and inventions developed during the course of this contract. The State, the City and the U.S. Department of Transportation shall have the royalty free, nonexclusive and irrevocable fight to reproduce, publish or otherwise use, and to authorize others to use any reports developed by the Engineer for governmental purposes. ARTICLE 34 PROPERTY MANAGEMENT AND PROCUREMENT STANDARDS The Engineer agrees to comply with the property management standards specified in OMB Cimular A-102 and 49 C.F.R. §18.36, in its control, use and disposition of property and equipment governed by those standards. Rev. 11/09/01 10 of 13 City of Pearland McHard Road The Engineer agrees to comply with the procurement standards specified in OMB Circular A-102 and 49 C.F.R. {}18.32, in its procurement of property and equipment governed by those standards. ARTICLE 35 COMPUTER GRAPHICS FILES The Engineer agrees to comply with the Special Provision "Computer Graphics Files for Document and Information Exchange," if determined by the State to be applicable to this contract and if so stated in Attachment B and attached hereto. ARTICLE 36 CHILD SUPPORT STATEMENT Under Section 231.006 of the Family Code, the Engineer certifies that the individuals or business entity named in this contract is eligible to receive the specified grant or payment and acknowledges that this contract may be terminated and payment withheld if this certification is inaccurate. The Engineer further acknowledges that he or she has read Attachment K and has provided the names and social security numbers required therein. ARTICLE 37 DISPUTES The Engineer shall be responsible for the settlement of all contractual and administrative issues arising out of any procurement made by the Engineer in support of this contract's work. Any disputes concerning the work hereunder or additional costs, or any non-procurement issues shall be settled in accordance with Title 43, Texas Administrative Code, {}1.68. ARTICLE 38 SUCCESSORS AND ASSIGNS The Engineer, and the City; do hereby bind themselves, their successors, executors, administrators and assigns to each other party of this agreement and to the successors; executors, administrators, and assigns of such other party in respect to all covenants of this contract. The Engineer shall not assign, subcontract or transfer its interest in this contract without the prior written consent of the City. ARTICLE 39 SEVERABILITY In the event any one or more of the provisions contained in this contract shall for any reason, be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect any other provision thereof and this contract shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. Rev. 11/09/01 11 of 13 City of Pearland MeHard Road , ARTICLE 40 PRIOR CONTRACT SUPERSEDED This contract constitutes the sole and only agreement of the parties hereto and supersedes any prior understandings or written or oral contracts between the parties respecting the subject matter defined herein. ARTICLE 41 NOTICES All notices to either party by the other required under this contract shall; be personally delivered or mailed to such party at the following respective address: CITY ENGINEER City of Pearland Klotz Associates, Inc. Mr. Bill Eisen Mr. Billy M. Cooke, P.E. City Manager Executive Vice President 3519 Liberty Drive 1160 Dairy Ashford, Suite 500 Pearland, Texas 77581 Houston, Texas 77079 (281) 652-1663 (281) 589-7257 (281) 652-1706 (Fax) (281) 589-7309 (Fax) Rev. 11/09/0l 12 of 13 City of Pearland McHard Road ARTICLE 42 SIGNATORY WARRANTY The undersigned signatory or signatories for the Engineer hereby represent and warrant that the signatory is an officer of the organization for which he or she has executed this contract and that he or she has full and complete authority to enter into this contract on behalf of the firm. The above-stated representations and warranties are made for the purpose of inducing the State to enter into this contract. IN WITNESS HEREOF, the City of Pearland and the Engineer have executed these presents in duplicate. KLOTZ ASSOCIATES, INC. CITY OF PEARLAND By: ~~ By: Signature ' ' Signature Mr. Billy M. Cooke, P.E. Mr. Bill Eisen Printed Name Printed Name Executive Vice President City Manager TITLE TITLE Date t ~gate LIST OF ATTACHMENTS Attachment A - Services to be Provided by the City of Pearland Attachment B Services to be Provided by the Engineer Exhibit A Drainage Report Scope of Work Exhibit B Traffic Control Outline Attachment C Work Schedule Attachment D Fee Schedule Attachment E Not Applicable Attachment F Not Applicable Attachment G - Not Applicable Attachment H - Debarment Certification Attachment I Lobbying Certification/Disclosure Form, if applicable Attachment J Civil Rights Compliance Attachment K - Child Support Statement Rev. 11/09/01 13 of 13 City of Pearland McHard Road ATTACHMENT A SERVICES TO BE PROVIDED BY THE CITY 1. The City will provide an example set of plans. 2. The City will pr°vide any previously collected survey data if available. 3. The City will provide a pavement design for the project. 4. The City will provide a schematic checklist and required scale. 5. The City will obtain from Txi)OT the District general notes, and will provide them to the Engineer. 6. The City will be responsible for the meeting room expenses, and other expenses involved with the public meeting. 7. The City will furnish a list of preferred Houston district bid items prepared by TxDOT. 8. The City will submit the proposed schematic and PS&E Package to TxDOT for Preliminary and Final approvals. 9. The City will furnish the Engineer a maximum project cost to be used in the preparation of the preliminary design. 10. The City will review the Engineers work on the schedule at pre-determined times during design preparation as shown on the schedule. The City shall return all reviews with their comments within three weeks of receiving their submittal. 11. The City will process all requests for payment in a timely manner 12. The City will provide Schematics, Drainage Studies, Environmental Assessments for adjoining projects, both electronically and on hard copy. 13. The City will provide submittal Plan sets for Adjoining Projects. 14. The City will provide Aerial Data Information in electronic and hard copy formats as well as Survey Data. 15. The City will provide Traffic Data current and projected for McHard Road. 16. The City will provide Title Reports and ROW Maps acquired by the City. 17. The City shall provide Record Drawings for the Adjoining Roadways. Rev. 11/09/01 1 ofl City of Pearland McHard Road ATTACHMENT B SERVICES TO BE PROVIDED BY THE ENGINEER The work to be performed under this work authorization will consist of providing engineering, planning and surveying services required for the preparation of schematics, environmental documents, Hydraulic Impact Study, PS&E, Right-of-way Mapping and participation in the public involvement process that is necessary to define right-of-way, if necessary, for construction of McHard Road in Pearland, Texas. The proposed extension is from SH35 to future Pearland Parkway and includes 1.1 mile of roadway construction. The roadway will be four lanes, divided curb and gutter section. Deliverable items required from the ENGINEER include: 1. Identification of utility adjustments with sufficient plan, profile and drainage facility information to coordinate utility relocations. 2. A reproducible original and graphics file of the geometric layout of the preferred alignment. 3. Five copies of the refined schematic layout, for review and final schematic. 4. Hydraulic Impact Study Report for storm drainage and outfall locations. 5. Two draft copies and seven final copies of the Environmental Assessment. 6. Copies of design calculations and other data required in developing the schematic and Environmental Assessment. 7. Survey monument data, and electronic files. 8. Plans, specifications and estimate for 30%, 60%, 90%, Submittals (two copies of each submittal). 9. Final Plans and Specifications - One Mylar Plan set, two paper copies, and one 22 x 34 reproducible plan set. 10. Electronic .dgn file with file listing. Services to be provided by the ENGINEER include: ROUTE AND DESIGN STUDIES (Function Code 110) 1. Develop Roadway Design Criteria - Develop design criteria based upon the City of Pearland, TxDOT Operations and Procedures Manual and AASHTO. 2. Route Studies (a) Identify and Confirm Corridor Issues 1) Research Traffic Studies, county maps, any existing transportation plans and public correspondence to become familiar with the history of the project and acquire available information on the project. 2) Research and identify significant issues, as perceived by the City of Pearland, local officials and interested citizens, which may influence the location and selection of the study alignment. Rev. 11/09/01 1 of 13 city of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway 3) Assist in presentations and/or discussions with local and regional officials, as required, to address issues identified above. 4) Develop a list of key issues for various alternatives. (b) Alternate Alignments 1) Develop preliminary schematics based on feasible alignments selected, including the following: (a) Develop typical sections. (b) Establish preliminary horizontal alignments. (c) Establish profiles. (d) Develop Geopak earthwork and determine ROW requirements. (e) Locate control of access, if any. (c) Select Technically Preferred Alignment 1) Compare Alternatives and Recommend Preferred Alignment. 2) Assist in comparing feasible corridors using the key issues, for each alternative, incorporating input from the Public Meeting. Recommend technically preferred alignment to the City of Pearland. 3. Preliminary Cost Estimates - Prepare Cost Estimates for each alternative, Schematic Design and for each submittal of the PS&E package. 4. Design Schematic (a) Schematic Layout 1) Develop vertical and horizontal alignment tied to the NAD83, Texas South Central Datum. The degree of horizontal curves and vertical curve data, including "K" values. 2) Prepare the tentative ROW limits (a) Provide a Geopak file of the preliminary earthwork to verify ROW requirements. (b) Provide a graphics file containing the approved schematic. 3) Prepare the geometrics of the typical sections. 4) Prepare the current and projected traffic volumes as determined from TxDOT and HGAC. Obtain traffic projections from Pearland Parkway at round about. 5) Alignment will begin at SH 35 and end at the round-about at Pearland Parkway, which is designed by others. 6) Develop typical sections. 5. Preliminary Right-of-Way Requirements (a) Ownership Data- Ownership Information shall be determined through Preliminary Title Data. (b) Utility Adjustments 1) Highway Design Data shall be furnished for Utility Adjustments and ROW Determination as required. Rev. 11/09/01 2 of 13 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway 6. General Guidelines for Project Development of Schematic (a) Two copies of the schematic layout shall be submitted to the City of Pearland for approval and subsequent coordination with the Texas Department of Transportation (TxDOT) where applicable. (b) All geometric design shall be in conformance with the State's Design Division Criteria. Operations and Procedures Manual, and the City of Pearland standards, except where variances are permitted in writing. (c) The schematic layout shall include basic information, which is necessary for the proper rewew and evaluation including the items listed above in the checklist for schematic layout. (d) The Engineer shall furnish Geopak files and a cross section plot showing original design sections and original cross sections for the project. SOCIAL, ECONOMIC AND ENVIRONMENTAL STUDIES, AND PUBLIC INVOLVEMENT (Function Code 120) The Engineer will undertake the necessary environmental studies and investigations to prepare an Environmental Assessment (EA) document, anticipating a Finding of No Significant Impact (FONSI). The EA will be performed to provide environmental documentation according to TxDOT's Highway Design Division Operations and Procedures Manual Part II-B and FHWA Technical Advisory T6640.SA. The Engineer will coordinate work activities for the EA through the Klotz Associates, Inc. project manager. 1. Data Collection Process (a) Readily available environmental information relative to the project area will be acquired from the appropriate local, state, and federal agencies. (b) An initial site survey will be conducted after the proposed location has been surveyed and staked to depict the exact site location. During the site survey, the Engineer will photograph and inspect the site in order to characterize the current environmental conditions and obtain information for later inclusion in the EA. (c) Early coordination will be initiated with the appropriate agencies which may have jurisdictional interests in the project study area, such as the U.S. Coast Guard, U.S. Army Corps of Engineers (COE), U.S. Fish and Wildlife Service (USFWS), Texas Parks and Wildlife Department, U.S. Environmental Protection Agency (EPA), Texas Historical Commission (THC), Natural Resources Conservation Service (NRCS), Texas Natural Resources Conservation Commission (TNRCC), Federal Emergency Management Agency (FEIMA), and any other governmental agency, group, or individual deemed necessary. Permits that will be required will be identified. (d) Review alternatives for environmental issues, such as archeological sites, Superfund sites, wetlands, fill in the flood plain, additional runoff or other critical issues that might impact the constrnetion of the roadway in the selected areas. Rev. 11/09/01 3 of 13 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway 2. Environmental Investigations and Assessments The EA will consist of an evaluation of current economic, social, and environmental conditions and potential impacts on these conditions as a result of the proposed project including the items below: (a) Sociai/Environmental Justice - The U.S. Department of Commerce, Bureau of the Census, information on the census tracks for this area will be obtained and summarized. (b) Economic - The economic impacts on the regional and local economy. (c) Right-of-Way Acquisitions and Displacements - The extent of displacement (if any) will be discussed for each alternative under consideration. (d) Pedestrian and Bicycle Facilities - The EA will discuss the current and anticipated use of the facilities, the potential impacts of the affected alternatives, and proposed measures, if these facilities exist. (e) Soils and Vegetation - The soils in the area of the project will be described and vegetation identified to evaluate potential impacts. (f) Section 4(0 Lands - Review available data and perform on-site investigations to ascertain the presence of any potential Section 4(f) lands. (g) Farmlands - Complete the Farmlands Conversion Impact Rating Form AD-1006 and submit it to the NRCS for review. (h) Air Quality - THE ENG1NEER will perform an air quality analysis according to the recent TxDOT guidelines for Air Quality Analysis. (i) Traffic Noise - The Engineer will conduct a noise analysis for the proposed project. The noise analysis will consist of the following tasks: Subtask 1: Determine Receptor Locations Subtask 2: Model existing and Predicted Future Noise Levels Subtask 3: Noise Abatement Measures Subtask 4: Conceptual Plan for Noise Barriers Subtask 5: Prepare Traffic Noise Section of EA (j) Water Quality - Available historic water quality data will be reviewed. Existing rainfall drainage pattems will be determined and runoff water quality will be evaluated. (k) Permits - Permits required for the proposed project will be properly documented and discussed. (1) Wetlands - The Engineer will perform offsite and onsite wetland determinations for the proposed project. Subtask 1: Offsite Wetland Determinations Subtask 2: Onsite Wetland Determinations Subtask 3: Wetland Delineation's Subtask 4: Wetland Surveying and Mapping Subtask 5: Coordination and Preparation of Section 404 Permit Application Subtask 6: Prepare Wetland Section of EA (m)Water Body Modifications - The EA will contain exhibits and discussion identifying the location and extent of waterbody modifications. Rev. 11/09/01 4 of 13 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to · ~ Pearland Parkway (n) Wildlife Habitat Modifications - The EA will discuss the loss of habitat and vegetation associated with the preferred alternative, according to the executive memorandum published April 26, 1994 as it relates to vegetation management and landscape practices. (o) Floodplains - National Flood Insurance Program (NFIP) maps will be reviewed to determine if the site location will encroach upon the base (100-year) floodplain. (p) Wild and Scenic Rivers - The EA will include a short statement indicating that the impact category has been assessed but not applicable. (q) Coastal Barriers and Coastal Zones - If necessary, an assessment will be conducted for potential coastal barriers and coastal zone impacts. (r) Threatened and Endangered Species - Wildlife habitat will be evaluated and potential impacts on wildlife will be assessed. (s) Historic or Archeological Preservation - A thorough investigation will be performed to identify any historic or archeological resources. (t) Hazardous Waste and Other Sites - A regulatory records review and aerial photogrametrics review will be performed to identify listed hazardous waste generators. (u) Visual - Any potential visual impacts of the proposed project will be assessed and described. (v) Construction Impacts - Potential adverse impacts associated with the construction of the project will be assessed. (w) Secondary and Cumulative Impacts - The Engineer will assess the potential for secondary and cumulative impacts for the proposed action. (x) Comments and Coordination - This section will include copies of coordination letters sent to the various governmental agencies and their responses. 3. Preparation of Environmental Assessment Documents (a) The information above will be compiled into a draft EA report. A discussion of the alternatives and reasons for selection of the preferred alternative will also be included in the EA report. The EA report will also include discussions on mitigation measures, which cam reduce or eliminate environmental impacts that are identified. (b) Seven copies of a Preliminary Draft Report will be submitted to the City of Pearland and TxDOT for review. Upon receipt of any comments from TxDOT and the City of Pearland, revisions will be made and any revisions or additional information needed to complete the items will be incorporated into a draft report. Seven copies of the draft report will be prepared and provided to TxDOT and the City of Pearland. Upon receipt of any comments from the City of Pearland and TxDOT - Houston District, revisions will be made and incorporated into the final draft report for coordination with TxDOT - Environmental Affairs Division (ENV). After receiving and addressing any comments from ENV, seven copies of the final report will be submitted to City of Pearland and TxDOT for distribution. Rev. 11/09/01 5 of 13 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway RIGHT-OF-WAY (Function 130) I. Utility Locations/Layouts/Agreements (a) Identify Utility Locations and Conflicts. (b) Coordinate with Utility Companies to resolve conflicts. (c) Perform abstracting work necessary to adequately define the fight-of-way. (d) After abstracting, any revisions to the maps due to changes in ownership will be considered additional services. (e) Determine fight-of-way requirements. (f) Locate existing ROW movements. (g) Prepare right-of-way map for use in project design. Tie to topographic survey. (h) Locate property corners and describe comer monument. (i) Locate buildings, foundations, storage tanks, towers, utilities, ditches, roads, driveway, pipelines, storm sewers, railroads, and other encroachments into the existing fight of way. (j) All survey work shall be performed under the supervision of a Registered Professional Land Surveyor licensed in the State of Texas. In addition all survey work shall be done in a neat and professional manner, subject to the approval of the City of Pearland and TxDOT. All right-of-way work and permanent benchmarks shall be tied to surface coordinates of the Texas Coordinate System, South Central Zone. State plane coordinates shall be multiplied by the NGS surface adjustment factor to obtain the surface coordinates. FIELD SURVEYING AND PHOTOGRAMMETRY (Function Code 150) 1. Field Survey (a) Establish project baseline on the ground for limits of project and tie to TxDOT control points. The project baseline must be coincidental with, or parallel to, the stationed "Design Centerline." Establish baseline control points using 5/8" iron rod, 36 inches long, at P.C.'s, P.I.'s and P.T.'s of horizontal curves and at 1,000 feet maximum intervals on tangents. Baseline control points (iron rods) will be set and offset on both sides near existing right of way lines at a measured distance. Tie existing fight of way angle points to the design centerline. (b) Locate previously set benchmarks and mn levels to prove their validity. Establish additional benchmarks at intervals not to exceed 1,000 feet for limits of project, and tie to project baseline. Benchmarks shall be 3/4" diame'- ' tcr ~ron rods 4 feet long located near the existing right of way line at a measured distance. Tie benchmarks to 1987 Harris · Galveston coastal subsidence district monumentation. Loop benchmarks in accordance with good surveying practice prior to field surveys, and submit to TxDOT for approval. (c) Perform supplemental topographic and planimetric surveys as required. (d) .Perform topographic survey and obtain cross sections of existing public cross-street ~ntersections. Cross section at 50 feet intervals to 50' beyond the right of way line. (e) Obtain existing ground cross sections, every 100 feet. Rev. 11/09/01 6 of 13 City of Pearland McHard Road City of Pearland McHard Road fro.m SH 35 to Pearland Parkway (f) Provide additional field surveying to include: 1. Existing crossroad and side road drainage structures. 2. Profiles of existing drainage facilities. 3. Above ground and below ground utilities (both public and private). 4. Staking of soil core holes and tie to project baseline. 5. Outfall channel. (g) Field tie to the project baseline all existing utilities (underground and overhead) within the existing and proposed right of way for the limits of the project. The location of existing and underground utilities will be field determined by probing or excavation by utility company (mainly pipeline) to expose utility. Tie of utilities to the project baseline will be performed by the surveyor by station, offset, and elevation. The probing or excavation to expose utility will be requested by the Consultant and performed by the utility owner. Furnish a complete description of the utilities, including size and limits for underground pipeline. (h) Cross section outfails at both right of way lines. Obtain cross sections 600 feet from each right of way line at 100 foot intervals. All cross sections will be at right angles to the drainage channels. Any traverse related to the project will be performed with appropriate modified second order procedures by closed loop into project horizontal control points. Closures will be one part in 20,000 or better. Ail control leveling work will be performed using appropriate modified second order procedures with closed loops into the project vertical control. Closures will be better than 0.02-foot times the square root of the number of miles in the loop. (i) Provide office computations and drafting as needed in support of the above services. (J) Secure right of entry into private property short of litigation. (k) Document all field work and submit field data to TxDOT. (1) Determine size/length and material of side road culverts to be removed (no elevations). Determine the location, size, and elevation profiles 20 feet outside of the right of way for all driveways. Also, determine surfacing and base materials by visual inspection only. (m) Stake centerline and set permanent reference point monuments of proposed McHard Road from State Highway 35 to proposed Pearland P , arkway at 200 stations including points of curvature, points of tangency and angle points for United States Corps of Engineers. (n) Locate wetland areas as staked (horizontal and vertical) (fee based on one day of field time to locate wetlands) (supplemental will be required if wetland areas are extensive). Rev. 11/09/01 7 of 13 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway ROADWAY DESIGN CONTROLS (Function Code 160) The roadway will meet the Design criteria previously identified in the ROUTE studies process. (a) Develop design plan and profile according to TxDOT and the City of Pearland guidelines, which includes: Plan and Profile Sheets, Intersection Contour Sheets (if needed), Title Sheets, Index of Sheets, Summary of Roadway Quantities and Miscellaneous Details. (b) Identify and Incorporate TxDOT and City of Pearland standards into plan set (c) Develop typical sections (d) Develop Design Cross Sections 1. Provide cross section sheets. Cross sections should be at 100 feet intervals. Cross section sheets should show existing and proposed sections and cut and fill at each section. Sections should extend 50 feet beyond right of way lines. (e) Plot existing topographic features (f) Plot existing utilities in plan and profile including those in conflict. (g) Identify utility conflicts prior to design of storm sewer and design around conflicts to avoid utility relocations. (h) Incorporate the pavement design as developed by TxDOT. (i) Public street intersections will be designed with the "metropolitan section" (no valley gutters at the intersection). (j) Develop plan details as necessary to supplement any standard sheets. (k) Cut and fill quantities. 0) Develop details as necessary to supplement any standard sheet. DRAINAGE (Function Code 161) 1. Report Preparation - Prepare a report, complete with text, tables, exhibits, and appendices detailing the project assumptions, procedures, results, and conclusions as outlined in Exhibit "A". This report will be provided as a Special Service under Function Code 161. 2. Develop Drainage Area Map for PS&E (a) Overall Drainage Area Map (b) Crossing Structure (culvert) Drainage Area Map (c) Storm Sewer Drainage Area Map 3. Perform Storm Sewer and Culvert Hydraulic Calculations - Geopak Drainage, Winstorm, and THYSYS CULVERT will be utilized to complete this task. 4. Develop Plan and Profile Sheets for storm sewer - Complete necessary calculations and drawings using TxDOT standard inlets and conduits. (a) Sheets will be single banked on a 1":100' scale. (b) Lateral lines will be located on the trunk line plan and profile sheets (c) It is anticipated that only one trunk line will be required for this project. 5. Develop Plan for Profile Sheets for Cross Culverts - Complete necessary calculations and drawings using TxDOT Standard inlets and conduits. (a) Layouts will include plan and profile for a maximum of two cross culvert sheets. Rev. 11/09/01 8 of 13 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway 6. Hydraulic Data Sheets - Utilize computer generated output for drawings. 7. Plan Set - The Plan Set will include Plan and Profile Sheets for the limits of the project and the Outfall System. It is anticipated that the curb and gutter section will be at or below natural ground. Ditches and structures along the curb and gutter roadway should not be required. 8. SWPPP - Storm Water Pollution Prevention Plan (a) Plan sheets will be double banked on with a scale of 1:100 9. Storm Water Quality Management is not anticipated and not included in the scope of work. 10. Permits - Permits and signatures from local governmental agencies are not part of this scope of work. SIGNING, MARKINGS AND SIGNALIZATIONS (Function Code 162) All elements of this function will be designed in accordance with the Texas Manual on Uniform Traffic Control Devices, TxDOT standards and the City of Pearland standards. 1. Signing and Pavement Markings - Determine location and type of warning signs, regulatory signs, and guide signs according to criteria furnished by TxDOT Manual on Uniform Traffic Control Devices (MUTCD), and prepare signing plans and details. (a) Signing and Pavement Marking Layout - Incorporated on the same sheets. (b) Intersection Signing - Which includes those signs needed for SH35 and Old Alvin Road. (c) Signing and Pavement Standards - Incorporate of required TxDOT and the City of Pearland Signing and Pavement Standards. (d) Summary of Signing and Pavement Markings. 2. Prepare Plans and details of safety lighting and traffic signals at each signalized intersection. (a) Coordinate with Houston District. 3. Roadway Illumination (a) Permanent field lighting is not required. 4. Level of service analysis for geometric improvement and potential signal timing for the SH 35 intersection and Old Alvin Road. MISCELLANEOUS (Roadway) (Function Code 163) 1. Determine the project construction sequence, and design a traffic control plan based upon the MUTCD and the latest Houston District design requirements. This shall include evaluation of traffic counts and field investigations into such items as any storm sewer work, utilities, right o£way restrictions, adjacent properties and cross street access, and other items which may ultimately affect the safe handling of traffic during the construction sequence. Traffic control shall be in accordance with Exhibit B. (a) Meet with Houston District personnel early in the project design as soon as a construction sequence is developed, and periodically as the design continues. Rev. 11/09/01 9 of 13 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway (b) A copy of the General Guidelines for Traffic Handling and the required Traffic Control Plans, Specifications & Estimate details for traffic control plan preparation are included as Exhibit "B" to this work outline. (c) Prepare drawings 1" = 200'scale for each phase, based upon the agreed sequence of construction. The drawings shall indicate traffic lanes versus work zones per phase, including all required detours. The drawings will be used by the District to obtain final approval of the TCP at the monthly Safety Review Team Meeting. (d) Based on the results of the Safety Review Team Meeting, the detailed Traffic Control Plans, Specifications and Estimate will be completed. Quantities for the traffic control plans will be computed for each pay item. 2. Traffic C°ntrol Plan - Detours and Sequences of Operation will be included. (a) Advanced Sign Layout (b) TCP Overview (c) TCP Drawings (d) TCP Summary of Quantities 3. Special Utility Details (a) Determine the extent and nature of any conflicts between existing utilities [private utilities only - public utilities (water and wastewater) are outside this agreement] and the proposed improvements. (b) Evaluate any utility conflicts and determine the appropriate adjustment. (c) Coordinate as necessary. (d) Prepare drawings for any utility agreements in accordance with TxDOT guidelines and submit to TxDOT. 1. Reproducible drawings for major crossing, 11" x 17", and title sheet for each utility adjustment. 2. Drawing will include the following: a. Existing and proposed right of way drawings. b. Existing and proposed roadways. c. Existing and proposed storm sewers. d. Underground utility in plan and profile. e. Limits of existing conflicts. f. Owner of utility. g. Benchmark data. 3. Copies of correspondence with utility companies. 4. If c°ntact was made by phone, provide name of company and representative,s name and telephone number. 5. Prepare detailed list of all conflicts with existing utilities after preliminary design of storm sewer design and preparation of bridge layouts. List must include the following: a. Highway station number. b, Name of utility company and type of facility. c. Proposed highway facility - the conflict with: storm sewer, roadway, drainage ditch and structures. Rev. 11/09/01 10 of 13 City of Pearland McHard Road City of Pearland · , McHard Road from SH 35 to Pearland Parkway 4. Quantities and Cost Estimates (a) Prepare list of construction bid items. (b) Where applicable, obtain quantity input data from TxDOT. (c) Compute estimated quantities for all bid items. (d) Develop basis of estimate. (e) Compute estimated cost of construction work based on current unit prices and estimated quantities. (f) Prepare Estimate of Quantity sheets showing a separate breakdown of quantities for any local participation that may be involved. 5. Specifications and General Notes (a) Develop required general notes and special provisions. (b) Prepare any additional special provisions and special specifications - in the TxDOT format - that may be required. Prepare Special Provision escnpt~on of ProJect and Sequence of Work." (c) Prepare general notes and specification data (and plans estimate) on a 3.5-inch diskette in accordance with TxDOT requirements. (d) Select the standard TxDOT drawings applicable to the project. The Engineer will modify the drawings (ifreqnired). 6. Estimate Construction Time Schedule (a) Prepare an estimate for the time required to construct the project in accordance with TxDOT Administrative Circular No. 17-93. 7. Reviews and Approvals (a) Revi. ew project performance on a periodic basis including both in-house requncements and those established by TxDOT. 1. Submit monthly progress reports to TxDOT. 2. Submit materials as required for scheduled milestones. (b) Obtain regulatory agency approvals as required or otherwise outlined in the scope of services. 8. Geotechnical Services (a) Field Exploration - Drill sixteen 20-ft deep borings along the proposed alignment to evaluate the subsurface condition. The borings will have an approximate 500-fi spacing in accordance with TxDOT criteria. The soil samples will be sampled continuously to the boring completion depths. All drilling will be performed in accordance with TxDOT criteria. TxDOT cone penetrometer test (THD Cone) will be performed at 5-ft intervals. Transport representative portions of the recovered samples to our soil mechanics laboratory for testing. We will backfill the project borings upon completion of the 24-hour water level measurements. (b) Laboratory Testing - Perform soil mechanics laboratory tests to measure physical and engineering properties of selected representative soil samples from the project borings. The testing will generally include Unconfined Compression, Atterberg Limits, Percent Finer than the No. 200 Sieve, and natural Moisture Content. TxDOT testing criteria will be followed. (c) .Engineering Report - Prepare an engineering report that will document the field ~nvestigation and testing and provide TxDOT with geoteclmical design and Rev. 11/09/01 11 of 13 City of Pearland McHard Road City of Pearland , . McHard Road from SH 35 to Pearland Parkway construction recommendations for the proposed paving and storm sewer construction, including: 1. Soil stratigraphy 2. Groundwater conditions 3. Subgrade preparation and stabilization requirements 4. Fill requirements 5. Paving design in accordance with AASHTO and TxDOT specifications 6. Storm sewer bedding and backfill requirements 7. Retention criteria and groundwater control ADDITIONAL RESPONSIBILITIES 1. Meetings - Meetings will be held with the City, TxDOT, property owners, utility owners, railroad companies, other consulting firms, as needed or required by the City or TxDOT. The Engineer shall coordinate through the City Engineer for the development of this project with any local entity having jurisdiction or interest in the project (i.e., city and county). 2. Project Manager/Engineer Communications - The Engineer shall designate one Texas Licensed Professional Engineer to be responsible throughout the project for project management and all communications, including billing, with the City's Project Manager. Any replacements to the Engineer's designated Project Manager/Engineer; must be approved by the City. Engineering documents produced for Engineering project shall be signed, sealed and dated or CADDSEALed in accordance with Administrative Order No. 5~89 and Administrative Circular No. 26-91. 3. Design Responsibilities - The Engineer is responsible for design errors and/or omissions that become evident before, during or after construction of the project. The Engineer's responsibility for all questions arising from design errors and/or omissions will be determined by the City and all decisions shall be final and abiding. 4. Public Meetings - The Engineer is responsible to conduct one Public Meeting before a route alternative is chosen for Schematic Design. The Engineer is responsible for providing equipment and drawings necessary to present the project to the public. Alternatives will be presented by layout either on Board or by Power Point Presentation. 5. Review Submittals - 1 l"x17" Plan Submittals will occur at the 30%, 60%, 90%; stages of completion. Two Plan sets will be supplied for each submittal and general notes and specifications. Submittals will be in accordance with TxDOT Submittal Process. 6. Summary of Quantities - Construction costs estimates will be submitted at the 60%, 90% and 100% stages of completion. 7. Time Estimate - Time estimates will be submitted at the 90% and 100% stages of completion. 8. Plan Set Format: (a) All plans and Mylar's shall be submitted in 1 l"xl 7" format. (b) Horizontal, vertical and cross section calculations shall be in Geopak format. Rev. 11/09/01 12 of 13 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway 9. Electr°nic Files - Up°n completion of the Plan Set, the Engineer will provide Electronic files for Geopak, Microstation, and Hydraulic Modeling. A list of describing the contents will be provided. Rev. 11/09/01 13 of 13 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway Exhibit A Drainage Report Scope of Work Preliminary Hydrologic and Hydraulic Investigation: The following tasks shall be completed before the preparation of the final roadway profile and drainage report: · Determine preliminary profile for the proposed roadway · Obtain profile of existing ground along the proposed right-of-way lines · Determine high water elevations for the 10, 25, 50, amd 100 year frequencies (25 year will be interpolated) These profiles are to be superimposed on the same profile drawing. The profile drawings will provide an overall view of the roadway and existing ground elevations with respect to the various design frequencies for the length of the project. This will enable TxDOT to determine the most feasible roadway profile. The scope of work for McHard Road will be a design of the roadway at or below grade. Final Report: On approval of the preliminary hydrologic and hydraulic investigation, the Engineer will prepare a drainage study for a portion of McHard Road (SH-35 to Pearland Parkway). The report will include the following items: A. The Engineer will determine the existing and proposed drainage area boundaries based on the available data. The original hydrologic and hydraulic models and analyses are assumed to be readily available. This proposal is based on working FEMA models being available. B. The Engineer shall obtain existing HEC-1 and HEC-2 models, from applicable drainage authorities, to the extent possible, for use in analysis and determination of existing 10-, 25~, 50-, and 100-year water surface elevations on McHard Road at Hickory Slough and Clear Creek. This data will be utilized in the development of the aforementioned profiles. C. The Engineer will evaluate the impact of the proposed new roadway and will develop a storm sewer and detention system to accommodate the effects of the new roadway. Siting of improvements will be based on the ultimate roadway section. Storm sewer will be designed as a conveyance system for McHard Road. Rev. 11/09/01 1 of 2 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway D. Storm sewer will be designed with the following criteria; * Tailwater will be the starting basis of design and will begin at the outfall e Headlosses for junctions will not be computed in the hydraulic grade line calculation E. The total detention storage to control storm water runoff for the design frequency will be determined. Detention will be designed within the esplanade. F. The volume of flood plain water displaced from the proposed roadway improvements will be roughly determined as well as approximate estimate of the available on-site volume. Mitigation will be designed within the right of way G. A conceptual 100 year sheet flow analysis will be prepared. H. The Engineer will prepare a report which shall include road ditch and storm sewer sizing, preliminary detention storage volumes, and initial recommendations on how to mitigate the storm water impact on the receiving streams. Cost alternative shall be provided for recommendations. Three copies of the report shall be provided. I. Coordination with any government agencies through TxDOT will be conducted in all phases of this study. J- CLOMR/LOMR is not anticipated and is not included in this scope of work. Rev. 11/09/01 2 of 2 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway Exhibit B Traffic Control Outline _Traffic Control Plans - Specifications and Estima~s The traffic control work consists of the completed Traffic Control Plans (TCP), the appropriate specifications and general notes, and the traffic control construction cost estimate. General A TCP shall show the detailed construction sequences and the necessary phases complete with all barricades, signing, striping, delineation, detours, temporary traffic signals and their adjustments, and any other devices necessary to control traffic during construction. The purpose of the plan is to protect the traveling public and provide safety to the construction forces, with least inconvenience to the travelers consistent with expeditious completion of the project in time and costs, within the federal and state standards and guidelines. A. .Standards and Guidelines The following standards and guidelines are essential to the development of the TCP. · Texas State Department of Highways and Public Transportation (SDHPT) 1982 Standard Specifications for Construction of Highways, Streets, and Bridges. · Texas Manual on Uniform Traffic Control Devices 1980 (MUTCD) · Barricades and Standards BC · Pavement Drop-Off Standard Other standard drawings available, as needed, are Construction Vehicle Impact Attenuators (VIA), Portable Crash Cushions, Temporary Barrel Mounted Metal Beam Guard Fence TB (BMGF) and Precast and Portable Concrete Traffic Barriers (CTB), and appropriate signing standards. Paper copies or film (mylar) drawings, for inclusion in the PS&E final package, are available from the SDHPT. B. Roadway Drawin~,s Prior to development of the TCP, the following roadway drawings should be prepared. · Existing roadway layout · Existing roadway cross-sections · Proposed plan and profile · Proposed cross-sections · Existing traffic control devices Rev. 11/09/01 1 of 3 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway C. Traffic Control Plans Before beginning the TCP, hourly traffic counts of the major roadway and cross streets shall be obtained. Field conditions regarding access to adjacent properties shall be verified and shown on the plan. The traffic control plans shall show the construction sequence and all traffic control devices for each phase of the project. The plans shall be to a large enough scale to depict all existing and proposed structures as they occur in each sequence and phase. The plan and profile drawings usually drawn to 1" to 50', is generally adequate for the TCP. A scale smaller than this is usually unacceptable and shall require prior approval of the SDHPT. Where detours or temporary pavement are required, a separate phase shall be shown for this construction, complete with traffic handling and control devices. Each phase of the TCP shall show the location of the traffic flow indicated b d arrows The construction ,o ~m~ ~.~ ^~^__, .... y irectional are ...... ~,~ u~*any aennea ioy appropriate identification, such as cross hatching. All barricades, traffic barriers, VIAs, delineators, pavement markings, construction signing, and traffic signal changes shall be shown on the plans. Only roadway that is existing or under construction shall be shown. Roadway that has been removed in a previous phase or that will be built in later phases shall not be shown· Cross-sections shown the traffic lanes, construction pavement markings, delineators, barriers, buffer zone for barrels and CTB, pavement drop-off, and construction detail shall be shown on each sheet and for each roadway variation on that sheet. All construction signing shall be represented pictorially and designated with the appropriate identification the MUTCD. All other traffic control number as shown in cross-sections and fully identified, devices shall be shown pictorially in the plans and BC sheets and other appropriate standard drawings shall be included in the TCP package. General Notes and Specifications General Notes and Specifications for Traffic Control Bid Items shall be included in the overall project bid package. Usual Standard Specifications Items are as follows: Item 502 Barricades, Signs & Traffic Handling. The attached sample can be used as a guide. Modifications should be made to suit the project. Rev. 11/09/01 2 of 3 City of Pearland McHard Road City of Pearland McHard Road from SH 35 to Pearland Parkway Item 662 Construction Pavement Markings. Use the attached sample specification and Special Provision as is. Item 6218 Special Specifications - Portable Changeable Message Signs. Use if applicable. Others Refer to the SDHPT 1993 Standard Specifications for Construction of Highways, Streets, and Bridges General Notes: General Notes shall suit the project and may be added to the TCP drawing or included separately. The number and type of VIAs shall be included in the general notes (if applicable) to be subsidiary to Item 502. _Estimates Quantity estimates for each traffic control Bid Item shall be provided. These quant/ties may be e. stimated and shown for each sheet or phase, then summarized and added to the overall project summary sheet. Rev. 11/09/01 3 of 3 City of Pearland McHard Road ~mlll IIllllllllll Illlll Ill· ~zlll Illlllllllll IIllll Ill· o~lll IIllllllllll IIIlll Ill · zo>lll Illlllllllll Illlll Ill · ~ o~lll Illlllllllll IIllll Ill I~ ~ m~lll Illlllllllll IIllll Ill· ~111 IIIIIIIIIIII IIIIII II1· ~=411 Illlllllllll Illlll Ill · ~=111 IIIIIIIIIIII 111111 III ~[ ~11 IIIIIIIIIIII IIIIII II1~1 ~lll Illlllllllll IIllll I lll ~(~lll IIllllllllll Illlll Ill I ~ Il Illlllllllll Illlll II [ ~lll Illlllllllll IIllll II Il o~lll Illlllllllll Illlll Ill I zo>lll IIIIIIIIIIII IIII1! III I o~1 I I IIIIIIIIIIII IIIIII ~11111 ~ ~lll Illlllllllll Illlll IIIIII ~ ~lll Illlllllllll IIllll I IIllll ~ ~lll Illlllllllll Illlll Illlll a fi ~zlll IIllllllllll · IIlll Illlll c ~>lll Illlllllllll · IIllI Illlll - ~ ~ ~zlll Illlllllll · Illlll Illlll ~ ~ ~lll Illlllllll · Illlll Illlll a_~ zo>l I I IlllllllllI Illlll Illlll ~ o~111 IIIIIIIIll · ~°= ~lll Illl· ·llll Illlll Illlll w~ II IIII · IIII · IIIIII IIIIII ,,,,,,,,,, [,,,, ~ ~zl I I IIllllllll IIlll IIllll ~ ~11 I IIlIllilll Illil Illll I - ~=n] ]]n[inn[[ ]]nil E I(tll II · II · Illl Illlll IIi III ~ t~II I Illllllll Illlll Illlll ~ ~(zll I Illlllllllll Illlll Ill Ill KLOTZ ASSOCIATES, INC. CONSULTING ENGINEERS Attachment D City of Pearland - McHard Road Extension Klotz Associates Project Number: Revised: 10/09~2001 ESTIMATED MAN-HOURS DISTRIBUTION PLAN SHEET MAN-HOURS PER TASKDESCRIPTIONS I~EQUIREMENTS WORKTASK PRIN PROJ PROJ SENIOR ENGI~ CADD ~LER'L MGR ENGR ENGR rECI~ [}NTY SCALE MH/SHT a. DMIN STAFF TOTAL DSGR a. Identify and Confirm Corridor lsau~s 1 2. Identify Significant Issues j 8] 17] 25 2 12 3. Assist with Presentation to Officials 4. Establish profiles per each alternative 83i ] 41 61 l0 4 2 3. Recommend Technically Preferra alifo~ment [ 3[ 5[ 4 3. Design Scbemafi¢ a, Sebemali¢ Layout I. FinaEse HOR. alignment from chosen altem,j 65[ 261 32 15 5. Locate ROW Limits of Requited RO'# 6i 19[ 2! 5 8. QA/QC Scbenmtie 5i i 5 City of Pentland Rev. 11/09/2001 Page I of 10 McItard Road KLOTZ ASSOCIATES, INC. CONSULTING ENGINEERS Attachment D City of Pearland - McHard Road Extension I. Utiliy Coordianlion I 341 4( 5 20 1( 0 a. ldcnti fy Utilily Locations ~i 17 2! 5 10 0 ?ield Surveying and Photogrammetry (FC 150) i i 2. QC/QA i ~i 0i 15 l0 d. Summary o f Roadway Quantities II 57 22i 35! 5~ 2 2( 20 15 2. Grading De. sign i 0i 0i b. Design Cross Sections I 3[ 6! 5 3. Other i ] a. Title Sheet Ii 34 6[ 28i 3z 5 City of Pearland Rev. 11/09/2001 Page 2 of 10 McHard Road KLOTZ ASSOCIATES, INC. Attachment D City of Pearland - McHard Road Extension Revised: I 0/09t2001 a. Existing Drainage Area Maps 2 32~i 26 8 1( 6. 100-year Sheet flow analysis i Ii 44] 4.~ 24 1: 8.7' Report Coordination with Flood Control District and City il 12~[i 24154i 3~8{ 24 1616 1~ 14 City of Pearland Rev. 11/09/2001 Page 3 of l0 MeHard Road KLOTZ ,~SSOCIATES, INC. CONSULTING ENGINEERS Attachment D City of Pearland- McHard Road Extension Revised: 10/09/2001 1. Signing and Paven~nt Marking Layout i [ i 45 a. Signing and Pavement Marking Layout 3 b. Signing and Pvmt Marklng Layout - Intersection 2i 1:50 24 7] 41i 48 20 20 c. Summary of Small Sign Quantities 11 20 3[ 17[ 20 10 d. Summary o f Pavement Quanitities 1] 22 9i 13i 22 6 2. Traffic Signal Warrant Study a. Collect 24 Hour Traffic Volumes I1] i 7i 1 b. Tlip Generation Dist ribution : 2i 6i 6 d. Report Preparation 6] 26 32 2 12 12 3 Traffic Signals (Old Alvin Road) lJ1:20 21 3i lSi 21 3 l! a, Layout . - b. Existing Condition Diagnam Ii 1:20 6 3i 31 3 d, Traffic Signal Layout Lagend e. Notes for Traffic Signal Layout I f. General Notes/Specifications Ii 16 4i 12[ 1( 5 3 g, Traffic Signal Elevations Ii 1:20 13 4! 9i 1~ 3 5 h. Basis of Estimate Ii 16 4j 2] 1( 3 3 Sub Totals - Function Code 162 19i 360 15 56 8C 8 71 125 5 Vllscellaneous (Roadway) (FC 163) I. Traffic Control Plan, Detoues and Sequence of a. Advanced Signing Layout 1 ] 20 4i 16i 20 4 1( b. TCPOvetview Ii 1:500 20 4i 16] 20 4 II c, TCP Detail Dwgs. 3] 17 10j 40] 50 2: 18 d. TCP SummaB~ o f Quantlties 1[ 20 5[ 151 20 10 o. TCP Safely Reviow Me, eting 10i 9i 19 2 8 2. Miscellaneous Structural Details a. Driveway I)etails lJ 15 2[ 131 15 6 b. Miscellaneous Details 2[ 38 15] 60] 75 20 i 21i 44i 65 2( 40 Cig, of Pearland Rev. 11/09/2001 Page 4 of 10 McHard Road · KLOTZ 'ASSOCIATES, INC. CONSULTING ENGINEERS Attachment D SUMMARY BY FUNCTION CODE City of Pearland - McHard Road Extension Revised: 10/09/200t Route and Design Studies (FC 110) CLASSIFICATIONS: RATE Man-hours Labor Total KLOTZ ASSOCIATES, INC. Principal $50.00 38 1,900.00 Project Manager $35.47 205 7,271.35 Pmject Engineer $27.43 398 10,917.14 Sr. Engineer $35.16 61 2,144.76 Engineer $25.99 0 0.00 CAD TeclffDgnr $21.22 300 6,366.00 Clerical $17.75 40 710.00 SUB-TOTAL LABOR 1042 $29,309.25 Social, Economic and Environmental Studies, and Public Involvement (FC 120) CLASSIFICATIONS: RATE Man-hours Total KLOTZ ASSOCIATES, INC. Principal $50.00 4 200.00 Project Manager $35.47 19 673.93 Project Engineer $27.43 0 0.00 Sr. Engineer $35.16 10 351.60 Engineer $25.99 0 0.00 CAD Tech/Dgnr $21.22 0 0.00 Clerical $17.75 0 0.00 SUB-TOTAL LABOR 33 $1,225.53 City of Pearland Rev. l 1/09/2001 Page 5 of 10 McHard Road KLOTZ 'ASSOCIATES, INC. CONSULTING ENGINEERS Attachment D SUMMARY BY FUNCTION CODE City of Pearland - McHard Road Extension Revised: 10/09/2001 Right-Of-Way Data (FC 130) CLASSIFICATIONS: RATE Man-hours Total KLOTZ ASSOCIATES, 1NC. Principal $50.00 2 100.00 Project Manager $35.47 10 354.70 Project Engineer $27.43 0 0.00 Sr. Engineer $35.16 6 210.96 Engineer $25.99 30 779.70 CAD Tech/Dgnr $21.22 15 318.30 Clerical $17.75 0 0.00 SUB-TOTAL LABOR 63 $1,763.66 Field Surveying and Photogrammetry (FC 150) CLASSIFICATIONS: RATE Man-hours Total KLOTZ ASSOCIATES, INC. Principal $50.00 3 150.00 Project Manager $35.47 11 390.17 Project Engineer $27.43 0 0.00 Sr. Engineer $35.16 10 351.60 Engineer $25.99 0 0.00 CAD Teeh/Dgnr $21.22 0 0.00 Clerical $17.75 0 0.00 SUB-TOTAL LABOR 24 $891.77 City of Pearland Rev. I 1/09/2001 Page 6 of 10 MeHard Road KLOTZ 'ASSOCIATES, INC. CONSULTING ENGINEERS Attachment D SUMMARY BY FUNCTION CODE City of Pearland - McHard Road Extension Revised: 10/09/2001 Roadway Design Controls (FC 160) CLASSIFICATIONS: RATE Man-hours Total KLOTZ ASSOCIATES, INC. Principal $50.00 14 700.00 Project Manager $35.47 92 3,263.24 Project Engineer $27.43 0 0.00 Sr. Engineer $35.16 13 457.08 Engineer $25.99 219 5,691.81 CAD Tech/Dgnr $21.22 196 4,159.12 Clerical $17.75 0 0.00 SUB-TOTAL LABOR 534 $14,271.25 Drainage (FC 161) CLASSIFICATIONS: RATE Man-hours Total KLOTZ ASSOCIATES, INC. Principal $50.00 33 1,650.00 Project Manager $35.47 193 6,845.71 Project Engineer $27.43 95 2,605.85 Sr. Engineer $35.16 60 2,109.60 Engineer $25.99 834 21,675.66 CAD Tech/Dgnr $21.22 276 5,856.72 Clerical 17.75 14 248.50 SUB-TOTAL LABOR 1505 $40,992.04 Ciiy of Pearland Rev. 11/09/2001 Page 7 of 10 McHard Road KLOTZ 'ASSOCIATES, INC. CONSULTING ENGINEERS Attachment D SUMMARY BY FUNCTION CODE City of Pearland - McHard Road Extension Revised: 10/09/2001 Signing, Markings and Signalization (FC 162) CLASSIFICATIONS: RATE Man-hours Total KLOTZ ASSOCIATES, INC. Principal $50.00 15 750.00 Project Manager $35.47 56 1,986.32 Project Engineer $27.43 80 2,194.40 Sr. Engineer $35.16 8 281.28 Engineer $25.99 71 1,845.29 CAD Tech/Dgnr $21.22 125 2,652.50 Clerical $17.75 5 88.75 SUB-TOTAL LABOR 360 $9,798.54 Miscellaneous (Roadway) (FC 163) CLASSIFICATIONS: RATE Man-hours ps with drain calcs KLOTZ ASSOCIATES, INC. Principal $50.00 55 2,750.00 Project Manager $35.47 283 10,038.01 Project Engineer $27.43 437 11,986.91 Sr. Engineer $35.16 5 175.80 Engineer $25.99 0 0.00 CAD Teeh/Dgnr $21.22 82 1,740.04 Clerical $17.75 39 692.25 SUB-TOTAL LABOR 901 $27,383.01 city of pearland Rev. ! 1/09/2001 Page 8 of 10 McHard Road KLOTZ 'ASSOCIATES, INC. CONSULTING ENGINEERS Attachment D TOTAL SUMMARY City of Pearland - McHard Road Extension Revised: 10/09/2001 COST INFORMATION BREAKOUT OF REQUIREMENTS/REIMBURSABLES Estimated CLASSIFICATIONS: RATE Man-houm Total KLOTZ ASSOCIATES, 1NC. Principal $50.00 164 8,200.00 Project Manager $35.47 869 30,823.43 Project Engineer $27.43 1010 27,704.30 Sr. Engineer $35.16 173 6,082.68 Engineer $25.99 1154 29,992.46 CAD Tech/Dgnr $21.22 994 21,092.68 Clerical $17.75 98 1,739.50 SUB-TOTAL LABOR 4462 $125,635.05 Overhead 160.00% $201,016.08 FEE ~ 12.00% $39,198.14 TOTAL LABOR & FEE $365,849.27 Reimbursables Mileage 1300 ~ $.28/mi $364.00 Reproduction 1500 ~ SA0/copy $150.00 Roll Plots $90.00/dwg x 30 Dwgs $2,700.00 Plotting - Dra~ $0.10/Dwg x 1000 Dwgs $250.00 Plotting - Mylar $8.50/Dwg x 180 Dwgs $1,530.00 Deliveries & Other $600.00 $600.00 TOTAL REIMBURSABLES $5,594.00 Surveyor (C.L.Davis & Company) $51,200.00 Geotechnical (Tolunay - Wong Engineers Inc.) $9,130.00 Environmental (Quandrant Consultants) $66,750.00 TOTAL AMOUNT $498,523 City of Pearland Rev. 11/9/2001 Page 9 of 10 McHard Road KLOTZ 'ASSOCIATES, INC. CONSULTING ENGINEERS Attachment D TOTAL SUMMARY City of Pearland - McHard Road Extension Revised: 10/09/2001 KLOTZ ASSOCIATES, INC. Select Public Hearing Location Labor Overhed Profit Total Fee 160.00% 12.00% Function Code 110 29,309.25 46,894.80 9,144.49 85,348.54 Function Code 120 1,225.53 1,960.85 382.37 3,568.75 Function Code 130 1,763.66 2,821.86 550.26 5,135.78 Function Code 150 891.77 1,426.83 278.23 2,596.83 Ftmetiun Code 160 14,271.25 22,834.00 4,452.63 41,557.88 Function Code 161 40,992.04 65,587.26 12,789.52 119,368.82 Function Code 162 9,798.54 15,677.66 3,057.14 28,533.34 Function Code 163 27,383.01 43,812.82 8,543.50 79,739.33 TOTALS 125,635.05 201,016.08 39,198.14 365,849.27 Reimbm'sables Mileage 1300 ~ $.28/mi 364.00 Reproduction 1500 ~ $. 1 O/copy 150.00 Roll Plots $90.00/dwg x 30 Dwgs 2,700.00 Plotting-Draft $0.10/Dwg x 1000 Dwgs 250.00 Plotting - Mylar $8.50/Dwg x 180 Dwgs 1,530.00 Deliveries & Other 600.00 600.00 TOTAL REIMBURSABLES $5,594.00 Surveyor (C.L.Davis & Company) (Function Code 150) $51,200.00 Geotechnical (Tolunay - Wong Engineers Inc.) (Function Code 160) $9,130.00 Environmental (Quandmnt Consultants) (Function Code 120) $66,750.00 TOTAL AMOUNT $498,523 City of Pearland Rev. I 1/9/2001 Page 10 of 10 McHard Road Tolunay-Wong Engineers,Inc. October 24, 2000 TWEI Proposal No: P00o384 Mr. Brad Brown Klotz Associates, Inc. 1160 Dairy Ashford, Suite 500 Houston, Texas 77079 PROPOSAL FOR GEOTECHNICAL SERVICES MCHARD ROAD FROM S.H. 35 TO PEAR.LAND PARKWAY PEARLAND, TEXAS Dear Mr. Brown: Tolunay-Wong Engineers, Inc. (TWEI) is pleased to submit our proposal for geotechnical field and engineering services for the McHard Road Project in Pearland, Texas. Project details were provided verbally by you. The proposed alignment will start at just east of S.H. 35 and end at Pearland Parkway. The alignment is about 1.5 miles long and will consist of pavement and storm sewer. Scope of Services .' Our scope of services will include field exploration, laboratory testing and engineering analysis for the proposed project. Field Exploration. We propose to drill sixteen 20-ft deep borings along the proposed alignment to evaluate the subsurface condition. The borings will have an approximate 500-ft spacing in accordance with TxDOT criteria. The soil samples will be sampled continuously to the boring completion depths. All drilling will be performed in accordance with TxDOT criteria. TxDOT cone penetrometer test (THD Cone) will be performed at 5-ft intervals. We will transport representative portions of the recovered samples to our soil mechanics laboratory for testing. We will grout the project borings upon completion of the 24-hour water level measurements. Laboratory Testing. We will perform soil mechanics laboratory tests to measure physical and engineering properties of selected representative soil samples from the project borings. The testing will generally include Unconfined Compression, Atterberg Limits, Percent Finer than The No. 200 Sieve, and natural Moisture Content. TxI)OT testing criteria will be followed. Eneineerine Reoort. We will prepare an engineering report that will present out findings and provide you with geotechnical design and construction recommendations for the proposed bridge, paving and storm sewer construction, including: ,{ 10710 S. Sam Houston Pkwy W., Suite 100. Houston, TX 77031 (713) 722-7064 Fax (713) 722-0319 ~ Mr. Brad Brown TWEI Proposal No.: P00-384 October 24, 2000 Page 2 · Soil stratigraphy · Groundwater conditions · Subgrade Preparation and stabilization requirements · Fill requirements · Paving design in accordance with AASHTO and TXDOT specifications · Storm sewer bedding and backfill requirements · Retention criteria and groundwater control Budget Our lump sum budget to perform thc above listed services is included in the table included below: Item Description Estimated Unit Extension Quantity Rate I Mobilization of TWEI personnel and Job $250 $250 drilling equipment 2 Drilling and sampling of project borings sampled eontinnously to boring completion depth 320 lf. 14.00 4,480 16 borings to 20-ft each 320 If 2.50 800 Boring grouting 3 Laboratory testing Sob ' 1,100 1,100 4 ! Engineering and support services Job 2,500 2,500 Total Lump Sum Budget Estimate $9,130 Schedule We can mobilize our crew within three to four days after authorization is given provided site utility clearance is complete. We can complete the fieldwork in three days and issue our engineering report within fifteen working days after the field work exploration. We can furnish you with verbal preliminary information upon completion of the fieldwork and laboratory testing. Mr. Brad Brown TWEI Proposal No.: P00-384 October 24, 2000 Page 3 ~marks Again, wc appreciate the opportunity to submit.this proposal and look forward to working with you on this project. If you have any questions or require further information, please do not hesitate to contact us. Sincerely, TOLUNAY-WONG ENGINEERS, INC. John Brown, P.E. D~D., P.E. DOW:sas C.L. DAVIS & COMPANY LAND SURVEYING 1500 WINDING WAY FRIENDSWOOD, ~(AS 77546 (281) 482-9490 FAX (281) 482-1294 E-MAIL: cldavi$c@gte.net November 3, 2000 Revised December 19, 2000 Mr. Brad Brown Klotz Associates, Inc. 1160 Dairy Ashford, Suite 500 Houston, Texas 77079 Re: McHard Road Extension From State Highway 35 to Pearland Parkway Dear Mr. Brown Our proposal for land surveying services for the above referenced project is as follows: Specifically, our proposal covers the following item(s): 1. Topographic survey of State Highway 35 from right-of-way to right-of-way 800' north and south of the centerline of proposed McHard Road (includes establishing right-of- way lines of State Highway 35) 04.0 * Hours Principal @ $ 95.00 $380.00 10.0 * Hours R.P.L.S. @ $ 80.00 $800.00 24.0 * Hours Field @ $ 95.00 $2,280.00 20.0 * Hours Total Station @ $ 30.00 $600.00 20.0' HoursCadd @ $ 65.00 $1,300.00 I~t/mated Subtotal Page 1 2000-101 McHard Brown Excel.xls 2. Strip topographic survey of proposed McHard Road from State Highway 35 to Old Alvin Road (includes locating right-of-way monuments as set by others and includes cutting line through wooded area @ 100' cross sections) 05.0 * Hours Principal @ $ 95.00 $475.00 15.0 * Hours R.P.L.S. @ $ 80.00 $1,200.00 105.0 * Hours Field @ $ 95.00 $9,975.00 60.0 * Hours Total Station @ $ 30.00 $1,800.00 50.0 * Hours Cadd @ $ 65.00 $3,250.00 Estimated Subto~al $14 700.00 3. Topographic survey of Old Alvin Road from right-of-way to right-of-way 500' north and south of proposed McHard Road (includes establishing right-of-way of Old Alvin Road) 04.0 * Hours Principal @ $ 95.00 $380.00 08.0 * Hours R.P.L.S. @ $ 80.00 $640.00 18.0 * Hours Field @ $ 95.00 $1,710.00 10.0 * Hours Total Station @ $ 30.00 $300.00 12.0 * Hours Cadd @ $ 65.00 $780.00 Estimated Sul~total $3~810.00 4. Strip topographic survey of proposed McHard Road from Old Alvin Road to proposed Pearland Parkway (approximately 3,000') 04.0 * Hours Principal @ $ 95.00 $380.00 80.0 * Hours Reid @ $ 95.00 $7,600.00 24.0 * Hours Total Station @ $ 30.00 $720.00 35.0 * Hours Cadd @ $ 65.00 $2,275.00 Esb'mated Subtotal $10~975.00 5. Stake centerline of proposed McHard Road from State Highway 35 to proposed Pearland Parkway at 200' stations including points of curvature, points of tangency and angle points for United States Corps of Engineers (approximately 5,500') 02.0 * Hours Principal @ $ 95.00 $190.00 08.0 * Hours R.P.L.S. @ $ 80.00 $640.00 24.0 * Hours Field @ $ 95.00 $2,280.00 20.0 * Hours Total Station @ $ 30.00 $600.00 Estimated Sui~to~al $~ 71 O. O0 Page 2 2000-101 McHard Br~n Ex~el.xls 6. Locate wetland areas as staked (horizontal & vertical) (fee based on one day of field time to locate wetlands) (subject to change if wetland areas are extensive) 02.0 * Hours Principal @ $ 95.00 $190.00 10.0 * Hours Field @ $ 95.00 $950.00 08.0 * Hours Total Station @ $ 30.00 $240.00 10.0 * Hours Cadd @ $ 65.00 $650.00 Estimated Sul~total 7. Stake plan baseline for utility construction at beginning, end, points of curvature, points of tangency, and angle points (fee based on wooded section of right-of-way being cleared) 02.0 * Hours Principal @ $ 95.00 $190.00 08.0 * Hours R.P.L.S. @ $ 80.00 $640.00 24.0 * Hours Field @ $ 95.00 $2,280.00 18.0 * Hours Total Station @ $ 30.00 $540.00 Estimated Sui)tatal 8. Provide sealed right-of-way drawing and metes and bounds description for proposed McHard Road extension through City of Pearland from Old Alvin Road to proposed Pearland Parkwav (includes munumentation of rioht-of-wav~ 04.0 * Hours Principal @ $ 95.00 $380.00 20.0 * Hours R.P.L.S. @ $ 80.00 $1,600.00 15.0 * Hours Field @ $ 95.00 $1,425.00 12.0 * Hours Total Station @ $ 30.00 $360.00 Estimated Subtotal $3~765.00 9, Abstracting $800.00 10. Reproductions and delivery $400.00 Estimated Total of Proposal ~estimated hours Payment of all invoices is due thirty days from receipt. Any changes or revisions in the scope of the project after authorization to proceed will be billed on an hourly basis as described below: Page 3 2000-101 McHard Brown Excel.xls Principal $95.00 R.P.L.S. $80.00 Technical/Cadd $65.00 Field crew $90.00 Data Collection $30.00 Clerical $40.00 All surveying services are under the jurisdiction of the Texas Board of Land Surveying: 7701 North Lamar, Suite 400; Austin, Texas 78752; phone number: 512-452-9~,27. Any complaints about surveying services should be sent to the above address to the attention of Complaints Officer of the Board. Thank you for the opportunity to submit this proposal and we look forward to working with you. Sincerel~ ~/~~ Approved & Accepted C.L. Davis, R.P.L.S. Brad Brown Klotz Associates, Inc. Page 4 2000-101 McHard Brown Excel.xls Attachment H DEBARMENT CERTIFICATION (Negotiated Contracts) (1) The CONSULTANT certifies to the best of its knowledge and belief, that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from covered transactions by any federal department or agency; (b) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public* transaction or contract under a public transaction; violation of federal or state antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity* with commission of any of the offenses enumerated in paragraph (1)(b) or this certification; and (d) Have not within a three-year period preceding this application/proposal had one or more public transactions* terminated for cause or default. (e) Have not been disciplined or issued a formal reprimand by any State agency for professional accreditation within the past three years. (2) Where the CONSULTANT is unable to certify to any of the statements in this certification, such CONSULTANT shall attach an explanation to this certification. * federal, state or local Klotz Associates, Inc. Name of Firm §ignature~Certifying Official Executive Vice President Title Date 1-1 3/95 DEBAR.FRM Attachment H Lower Tier Participant Debarment Certification (Negotiated Contracts) MICHAEL Y. CHOU , being duly sworn (insert name of certifying official) or under penalty of perjury under the laws of thc United States, certifies that :neither QUADRANT CONSULTANTS INC. nor its (insert name of lower tier participant) iprincipals are presently: debarred, suspended, proposed for debarment, declared ineligible, or voluntarily exc!uded from participation in this transaction by any Federal depamnent or agency 'Where the above identified lower tier participant is unable to certify to any of the above statements in this certification, such prospective participant shall indicate 'below to whom the exception applies, the initiating agency, and dates of action· Exceptions will not necessarily result in denial of award, but will be considered in determining contractor responsibility. Providing false information may result in criminal prosecution or administrative sanctions. EXCEPTIONS: Signature of Ccrfi~ing Offi i~al PRESIDENT Title NOVEMBER 7, 2001 Dat~ of Certification Form 1734 Rev. 4-89 LT_DEBAR.FRM Attachment H Lower Tier Participant Debarment Certification (Negotiated Contracts) , being duly sworn (insert name of certifying official) or under penalty of perjury under the. laws of the United States, certifies that neither~ / ,J,~av-/x}o~a ~:~q/~a'~. /Y~:- nor its ~ ' (in[err name of l~(~er tier ~icipant) ' principals are presently: debarred, suspended, proposed for deba~-i~xent, declared ineligible, or voluntarily excluded f~om participation in this transaction by any Federal department or agency Where the above identified lower tier participant is unable to certify to any of the above statements in this certification, such prospective participant shall indicate below to whom the exception applies, the initiating agency, and dates of action. Exceptions will not necessarily result in denial of award, but will be considered in determining contractor responsibility. Providing false information may result in criminal prosecution or administrative sanctions. EXCEPTIONS: S~Official Titlo Attachment H Lower Tier Participant Debarment Certification (Negotiated Contracts) C.L. Davis, RPLS, being duly s..w. om (or under penalty of perjury un.der th9 laws,ofthe United States, certifies that neither C.L. Daws & Company nor ~ts pnne~pms are presently: debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal depm~ent or agency Where the above identified lower tier partieipagt is unable to e .eFff~. t.o .may of.the, aboye statements in this certification, such. p.rospect~ve participant shall.indicate below to whom the exception applies, the initmtmg agency, and dates of action. Exceptions will not necessarily .r. esult in denial, of award, but will. be considere, d ~ determining contractor responsibility. Providing false informauon may result criminal prosecution or adniinistrafive sanctions. EXCEPTIONS: C.L. Davis, RPLS Owner November 6, 2001 Date of Certification Form 1734 Rev. 4-89 LT_DEBAR.FRM ATTACHMENT I Lobbying Certification for Contracts, Grants, Loans, and Cooperative Agreements The undersigned certifies to the best of his or her knowledge and belief, that: (1) No federal appropriated funds have been paid or will be paid by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee ora Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. (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 agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form - LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclosure accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission oftlfis certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Signature Executive Vice President Title Klotz Associates, Inc Agency Date SDHPT 4-90 LOBCERT.ATr ATTACHMENT J CIVIL RIGHTS COMPLIANCE During the performance of this contract, Klotz Associates, Inc. ., for itself, its assignees and successors in interest (hereinafter referred to as the "Engineer"),agrees as follows: (1) Compliance with Regulations: The Engineer shall comply with the Regulations relative to nondiscrimination in Federally-assisted programs of the U.S. Department of Transportation, Title 49, Code of Federal Regulations, Part 21, and Title 23, Code of Federal Regulations,Part 710.405(b), as they may be amended from time to time (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. (2) Nondiscrimination: The Engineer,with regard to the work performed by him during the contract, shall not discriminate on the grounds of race, color, sex,or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Engineer shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 and Part 710.405(b) of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. (3) Solicitations for Subcontracts,Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the Engineer for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the Engineer of the Engineer's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race,color, sex, or national origin. (4) Information and Reports: The Engineer shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to his books, records, accounts, other sources of information, and his facilities as may be determined by the Texas Department of Transportation or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of the Engineer is in the exclusive possession of another who fails or refuses to furnish this information, the Engineer shall so certify to the Texas Department of Transportation or the Federal Highway Administration, as appropriate, and shall set forth what efforts he has made to obtain the information. (5) Sanctions for Noncompliance: In the event of the Engineer's noncompliance with the nondiscrimination provisions of this contract, the Texas Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including,but not limited to: (a) withholding of payments to the Engineer under the contract until the Engineer complies and/or (b) cancellation,termination, or suspension of the contract,in whole or in part. (6) Incorporation of Provisions: The Engineer shall include the provisions of paragraphs(1)through(6)in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations or directives issued pursuant thereto. The Engineer shall take such action with respect to any subcontract or procurement as the Texas Department of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance provided, however, that in the event an engineer becomes involved in,or is threatened with,litigation with a subcontractor or supplier as a result of such direction,the Engineer may request the Texas Department of Transportation to enter into such litigation to protect the interests of the State; and,in addition,the Engineer may request the United States to enter into such litigation to protect the interests of the United States. 4/96 CIVRIGHT.DOC ATTACHMENT K CHILD SUPPORT STATEMENT FOR NEGOTIATED CONTRACTS AND GRANTS Under Section 231.006, Family Code, the vendor or applicant certifies that the individual or business entity named in this contract, bid, or application is eligible to receive the specified grant, loan, or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate. List below the name and social security number of the individual or sole proprietor and each partner, shareholder, or owner with an ownership interest of at least 25% of the business entity submitting the bid or application. Klotz Associates, Inc. Mr. D. Wayne Klotz 459-92-6348 Section 231.006, Family Code, specifies that a child support obligor who is more than 30 days delinquent in paying child support and a business entity in which the obligor is a sole proprietor, partner, shareholder, or owner with an ownership interest of at least 25 percent is not eligible to receive payments from state funds under a contract to provide property, materials, or services; or receive a state-funded grant or loan. A child support obligor or business entity ineligible to receive payments described above remains ineligible until all arrearage have been paid orthe obligor is in compliance with a written repayment agreement or court order as to any existing delinquency. Except as provided by Section 231.302(d), Family Code, a social security number is confidential and may be disclosed only for the purposes of responding to a request for information from an agency operating under the provisions of Parts A and D of Title IV of the federal Social Security Act (42 USC Section 601-617 and 651-669). GSD, 10-95 CHSUP_95.ATT K LOTZ 1 60 Dairy Ashford Suite 500 Houslor,, Texas 77079 I N C. (281) 589.7257 CONSULTING E N G I N E E R S (281)589-7309Fax email@klotz.com November 12, 2001 Mr. Darrin Coker Pearland City Attorney 3519 Liberty Drive Pearland, TX 77581-5416 RE: Contract for McHard Road Pearland Texas Klotz Associates Proj eot No. 21815 Dear Mr. Coker: Klotz Associates, Inc. is pleased to submit this contract for your review and execution. This agreement is for the preliminary design and final design of McHard Road. Alan Mueller with the City of Pearland and Mark Patterson with the Houston District Texas Department of Transportation have reviewed this contract and we are all agreement of its content. As per Mr. Hague's request the contract is being forwarded to you for execution. Please have all of the copies signed and return two copies to me and keep the other for the City's record. If you have any questions, please do not hesitate to call me at (281) 589-7257. Sincerely, Brad Brown, P.E. Transportation Division Manager BRB:dld Attachments Cc: Mark Patterson - Houston District Texas Department of Transportation Alan Mucller - City of Pearland A1 Hague - City of Pearland