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1998-157S \Our Do cum~nta\Ordman¢¢s~98~Black & Veatch Ordinance doc O OIN CENO AN ORDINANCE AUTHORIZING THE CITY MANAGER TO EXECUTE A PROFESSIONAL SERVICES AGREEMENT WITH BLACK & VEATCH, L LP FOR DESIGN ENGINEERING AND CONSTRUCTION MANAGEMENT SERVICES, AUTHORIZING THE EXPENDITURE OF FUNDS THEREFOR, AND PROVIDING AN EFFECTIVE DATE THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS ~ That the City Manager is hereby authorized to execute a Professional Services Agreement w~th Black & Veatch, L L P pertaamng to professional design eng~neenng and construction management services respecting the Spencer to Locust 69 kV Upgrade Project, a copy ofwluch Agreement as attached hereto and incorporated here~n by reference ~ That the expen&ture of funds as prowded m the attached agreement is hereby authonzed CTS_E._QTiO.~L~ That th~s ordinance shall become effective ~mmedmtely upon ~ts passage and approval PASSED AND APPROVED this th~19~/h~ day of ~_14~ 0__ ,1998 ATTEST JENNIFER WALTERS, CITY SECRETARY HERBERT L PROUTY, CITY ATTORNEY PROFESSIONAL SERVICES AGREEMENT FOR DESIGN ENGINEERING AND CONSTRUCTION MANAGEMENT SERVICES STATE OF TEXAS § CO T¥ OFDENTON § ~ THIS AGREEMENT is made and entered ~nto as of the ~/~ day of _ , 1998, by and between the City of Denton, Texas, a Texas Municipal Co0~orat~0n, with its pnnmpal office at 215 East McK~nney Street, Denton, Texas 76201 ("OWNER"), and Black & Veatch, L L P, a L~m~ted Lmblhty Partnership, with its pnnmpal busmess Offices at 8400 Ward Parkway, Kansas City, Missouri 64114 ("CONSULTANT") acting herein, by and through their duly authorized respective representatives WlTNESSETH, that in consideration of the covenants and agreements herein contmned, the mutual promises of the parties, and the consideration to be prod to CONSULTANT by OWNER, the partres hereto do mutually AGREE as follows ARTICLE I EMPLOYMENT OF CONSULTANT The OWNER hereby contracts with the CONSULTANT, as an independent contractor, and the CONSULTANT hereby agrees to perform the services here~n in connection with the Project as stated in the articles to follow, with dlhgence and in accordance with professional standards customarily obtmned for such services in the State of Texas CONSULTANT shall exercise the same degree of care, skill and dd~gence ~n the performaace of the professional services provided for hereunder as is ordinarily prowded by a professional engmeer under similar circumstances CONSULTANT agrees that it shall, at no cost to OWNER, re-perform services which ftul to satisfy the foregoing standard of performance The professional services set forth herein are in connection with the following described engagement, heremafter ("PROJECT') Design Engmeenng and Construction Management Services Assocmted w~th the Spencer to Locust 69 kV Upgrade ProJect ARTICLE II SCOPE OF SERVICES The CONSULTANT shall perform the following services on the ProJect in a professional manner A To perform all those services set forth ~n CONSULTANT's Proposal For Professional Senqces, dated Februa~ 13, 1998, (the "Proposal") which Proposal ~s attached hereto and ~ncorporated herewxth as Exhibit "A" B To perform all those servxces set forth ~n CONSULTANT's Rewsmns and Clanficatxons to Black & Veatch's Proposal Dated February 13, 1998 (the "Revised Proposal") which rewses four prows~ons of the Proposal, xs dated February 27, 1998, and whxch Revxsed Proposal ~s attached hereto and xncorporated herewith as Exhxb~t "B" C CONSULTANT shall perform all those services set forth xn individual task orders which shall be attached to th~s Agreement and made a part hereof for all purposes as separate Agreements (If CONSULTANT ~s a professional engineer and you wxsh to hst specxfic se~wces of the CONSULTANT, please hst all specific engmeenng services to be prowded, including the preparation of detaaled plans and specxficat~ons ) D If there is any conflxct between the terms of th~s Agreement and the exhlbxts attached to thxs Agreement, the terms and cond~tlons of th~s Agreement will control over the terms and cond~t~uns of the attached exhibits or task orders PERIOD OF SERVICE Thxs Agreement shall become effective upon executxon of th~s Agreement by the OWNER and the CONSULTANT and upon the issuance of a notxce to proceed by the OWNER, and shall remain ~n force for the penod wluch may reasonably be reqmred for the completion of the Project, and any reqmred extensions approved by the OWNER This Agreement may be sooner temamated xn accordance w~th the provisions hereof Time xs a material conslderatxon ~n thxs Agreement The CONSULTANT shall make all reasonable efforts to complete the services set forth here~n as expedmously as possible and to meet the schedule estabhshed by the OWNER, acting through ats C~ty Manager or hxs desxgnee COMPENSATION A COMPENSATION TERMS 1 "Subcontract Expense" ~s defined as expenses xncurred by the CONSULTANT in employment of others xn outside firms for services in support of ~ts work on the Project performed under the Proposal and Rewsed Proposal 2 "Dxrect Non-Labor Expense" xs defined as that expense for any assxgnment ~ncurred by the CONSULTANT for supphes, transportation and eqmpment, travel, commumcatxons, subsistence, and lodging away from home, and sxm~lar ~ncxdental expenses in connection w~th that assignment Page 2 B BILLING AND PAYMENT For and in consideration of the professional services to be performed by the CONSULTANT hereto, the OWNER agrees to pay CONSULTANT, a total fee, mcludmg reimbursement for direct non-labor expenses, not to exceed $47,8OO 00 Partial payments to the CONSULTANT will be made on the basis of detailed monthly statements rendered to and approved by the OWNER through its City Manager or his designee, however, under no circumstances shall any monthly statement for services exceed the value of the work performed at the time a statement is rendered The OVqNER may withhold the final five percent (5%) of the Agreement mount until completion of the Project Nothing contained m this Article shall require the OWNER to pay for any work which is unsatisfactory, as reasonably determined by the City Manager or his designee, or which is not submitted m comphanee with the terms of this Agreement The OWNER shall not be required to make any payments to the CONSULTANT when the CONSULTANT is in default under this Agreement It is specifically understood and agreed that the CONSULTANT shall not be authorized to undertake any work pursuant to this Agreement which would require additional payments by the OWNER for any charge, expense, or reimbursement above the maximum not to exceed fee, as stated above, without first having obtained written attthonzatlon from the OWNER The CONSULTANT shall not proceed to perform any additional services not covered in the Proposal or Revised Proposal, without obtaining prior wntten authorization from the OWNER C ADDITIONAL SERVICES For any additional services authorized in writing by the OWNER which are not included in the Proposal or Revised Proposal, OWNER and CONSULTANT shall mutually agree upon a method and amount of compensation to be ptud to CONSULTANT D PAYIVIENT If the OVv2qER fads to make payments due the CONSULTANT for services and expenses within thirty (30) days after receipt of the CONSULTANT's undisputed statement thereof, the amounts due the CONSULTANT will be increased by the rate of one percent (1%) per month from the said thirtieth (30th) day, and, in addition, the CONSULTANT may, after glvuig seven (7) days' written notice to the O~2qER, suspend services under this Agreement until the CONSULTANT has been pard in full all amounts due for services, expenses, and charges Provided, however, nothing herein shall require the OWNER to pay the late charge of one percent (1%) set forth hereto if the OWNER reasonably detarmuies that the work of CONSULTANT as unsatisfactory, in accordance with this Article IV, "Compensation" Page 3 OBSERVATION AND REVIEW OF THE WORK The CONSULTANT wtll exermse reasonable care and due ddlgence mdtscovering and promptly reportxng to the OWNER any defects or deficiencies in the work of the CONSULTANT or any of its subcontractors or subconsultants OWNERSHIP OF DOCUMENTS All documents prepared or furmshed by the CONSULTANT (and CONSULTANT's subcontractors or subconsultants) pursuant to thts Agreement are instruments of service, and shall become the property of the OWNER. upon the termtnatlon of this Agreement The CONSULTANT ts entttled to retain coptes of all such documents The documents prepared and furmshed by the CONSULTANT are mtended only to be applicable to this ProJect, and OWNER'S use of these documents m other projects shall be at OWNER's sole risk and expense In the event the OWNER uses any of the informatton or materials developed pursuant to this Agreement m another project or for other purposes than specffied herein, CONSULTANT is released from any and all hablhty relatang to thetr use tn that project The above provlstons of this Arttole notwithstanding, CONSULTANT shall retain its rights tn its standard drawing details, designs, sp¢olficatlons, databases, computer sofhvare, and any other proprietary property Rights to tntellectual property utthzed by CONSULTANT, or modified by CONSULTANT, in the performance of the professtonal servtces provtded hereunder, shall remain the property of the CONSULTANT ARTICLE VII INDEPENDENT CONTRACTOR CONSULTANT shall provide servtces to OWNER as an independent contractor, not as an employee of the OWNER CONSULTANT shall not have or claim any right arising from employee status INDEMNITY AGREEMENT A The CONSULTANT shall tndemmfy and save and hold harmless the OWNER and its officers, agents, and employees from and against any and all habllity, clatms, demands, damages, losses, and expenses, including, but not limited to court costs and reasonable attorney fees recurred by the OWNER, damages for bodily injury, death and property damage, to the extent caused by the neghgent acts or omissions of the CONSULTANT or its partners, agents, subcontractors, subeonsultants, or employees m the exeeutton, operatton, or performance &this Agreement B The parties agree that CONSULTANT shall have no habihty to OWNER for damages for loss of eqmpment use, loss of profits, cost of capital, cost of replacement power, or other stmdar consequential damages Page 4 C CONSULTANT'S lndemmficatlon of the OWNER, as provided ~n Article VIII A above, shall be expressly hmlted to the proceeds of its applicable ~nsurance coverage, as ldentffied m Article IX below, but in no event shall CONSULTANT'S indemnification of OWNER exceed the sum of $1,000,000 D Nothing ~n th~s Agreement shall be construed to create a hab~hty to any person who ~s not a party to this Agreement, and nothing hereto shall wmve any of the parties' defenses, both at law or equity, to any claim, cause of actmn, or ht~gation filed by anyone not a party to tins Agreement, including the defense of governmental ~mmunlty, which defenses are hereby expressly reserved INSURANCE Dunng the performance of the services under th~s Agreement, CONSULTANT shall mmntmn the following ~nsurance w~th an insurance company hcensed to do business m the State of Texas by the State Insurance Commlssmn or any successor agency, which company has a rating with Best Rate Careers of at least an "A-" or above A Commercml General Llabdlty Insurance with bodily ~njury hmlts of not less than $500,000 for each occurrence and not less than $500,000 in the aggregate, and with property damage hm~ts of not less than $100,000 for each occurrence and not less than $100,000 in the aggregate B Automobile Liability Insurance with bodily injury limits of not less than $500,000 for each person and not less than $500,000 for each accident, and with property damage limits of not less than $100,000 for each accident C Worker's Compensatmn Insurance m accordance with statutory requirements, and Employers' Liability Insurance w~th hm~ts of not less than $100,000 for each accident D Professional Liability Insurance w~th hmxts of not less than $1,000,000 annual aggregate E The CONSULTANT shall furmsh to OWNER ~nsurance certificates to ewdence the insurance coverage reqmred in Article IX A, B, C and D above In the event of a clmm, CONSULTANT shall make applicable ~nsurance pohmes avadable for review by OWNER The insurance pohclas shall name the OWNER as an additional ~nsured on all such pohmes to the extent permitted by law, and shall contmn a provision that such ~murance shall not be canceled or modified without thirty (30) days' prmr written not,ce to OWNER and CONSULTANT In such event, the CONSULTANT shall, prior to the effective date of the change or cancellation, serve a substitute certfficate of insurance to OWNER evidencing the same coverage F OWNER shall reqmre all project contractors under contract with OWNER to include OWNER and CONSULTANT as additional ~nsureds on their general habthty ~nsurance Page 5 pohmes Further, OWNER shall obtain and mamtatn for the benefit of CONSULTANT, to the extent possible, the same indemnities and insurance benefits obtmned for the protection of the OWNER from such project contractors and their subcontractors, and shall obtain and provide to CONSULTANT, insurance certificates ewdenmng the required coverages, upon request ARBITRATION AND ALTERNATE DISPUTE RESOLUTION The parties may agree to settle any disputes under this Agreement by submitting the dispute to arbitration or other means of alternate dispute resolution, such as mediation No arbitration or alternate dispute resolution ansmg out of or relating to th~s Agreement, mvolwng one party's disagreement, may include the other party to the disagreement without the other's approval TERMINATION OF AGREEMENT A Notwithstanding any other provision of th~s Agreement, either party may terminate this Agreement by glvmg thirty (30) days' advance written notice to the other party B Tlus Agreement may be terminated m whole or in part in the event of either party substantially fiulmg to fulfill its obligations under this Agreement No such termination will be effected unless the other party is given (1) written notice (dehvered by certified mml, return receipt requested) of intent to terminate and setting forth the reasons specifying the non-performance, and not less than thirty (30) calendar days to cure the failure, and (2) an opportumty for consultation with the terminating party prior to termination C If the Agreement is terminated prior to completion of the services to be prowded hereunder, CONSULTANT shall ~mmethately cease all services and shall render a final bill for sermces to the OWNER withm thirty (30) days atter the date of termination The OWNER shall pay CONSULTANT for all services properly rendered and satisfactorily performed and for reambursable expenses to termination ~ncurred prior to the date of termination, in accordance with Article IV "Compensation" Should the OWNER subsequently contract with a new consultant for the continuation of services on the Project, CONSULTANT shall cooperate in providing information to the CITY and the new consultant The CONSULTANT shall turn over all documents prepared or furmshed by CONSULTANT pursuant to this Agreement to the OWNER on or before the date of termmatlon of this Agreement, but may maintain copies of such documents for its use ARTICLE XII RESPONSIBILITY FOR CLAIMS AND LIABILITIES Approval by the OWNER shall not constitute, nor be deemed a release of the responsiblhty and liability of the CONSULTANT, its partners, employees, associates, agents, Page 6 subcontractors, and subconsultants for the accuracy and competency of their designs or other work, nor shall such approval be deemed to be an assumption of such respons~b~hty by the OWNER for any defect ~n the design or other work prepared by the CONSULTANT, its partners, employees, associates, agents, subcontractors, and subconsultants ARTICLE XIII NOTICES All notices, communications, and reports reqmred or permitted under this Agreement shall be personally delivered or mailed to the respective part,es by depositing same ~n the United States marl to the address shown below, certffied mall, return receipt requested, unless otherwise specffied herean Mmled notmes shall be deemed commumcated as of three (3) days' mathng To CONSULTANT To OWNER Black & Veatch, L L P C~ty of Denton Attn James R Lusby, Partner Attn Ted Benamdes, C~ty Manager 8400 Ward Parkway 215 East McI~hnney P O Box 8405 Denton, Texas 76201 Kansas City, Missouri 64114 All notices shall be deemed effective upon receipt by the party to whom such not,ce ~s g~ven, or w~thm three (3) days' mmlmg ARTICLE XIV ENTIRE AGREEMENT Th~s Agreement, consisting of eleven (11) pages and two (2) exhibits, constitutes the complete,and final expression of the Agreement of the parties, and is ~ntended as a complete and exclusive statement of the terms of their agreements, and supersedes all prior contemporaneous offers, promises, representations, negotmtlons, discussions, communications, and agreements which may have been made in connection with the subject matter hereof ARTICLE XV SEVERABILITY If any provision of th~s Agreement ~s found or deemed by a court of competent junschctaon to be invalid or unenforceable, at shall be conmdered severable from the remainder of this Agreement and shall not cause the remainder to be invalid or unenforceable In such event, the part, es shall reform this Agreement to replace such stricken prows~on with a vahd and enforceable prov~sion which comes as close as possible to expressing the intention of the part~es respecting the stricken provlmon Page 7 .ARTI~ COMPLIANCE WITH LAWS The CONSULTANT shall comply w~th all federal, state, and local laws, rules, regulations, and orchnances apphcable to the services to be provided by CONSULTANT hereunder, as they may now read or hereinafter be amended The part,es agree that any material change ~n law, rule, regulation or ordinance occumng after the effective date of this Agreement that slgmficantly affects the performance of CONSULTANT shall entitle CONSULTANT to a reasonable equitable adjustment in the Agreement compensation FORCE MAJEURE Norther CONSULTANT nor OWNER shall be considered to be in default of the prows~ons of this Agreement ffdelays m or failure of performance shall be due to uncontrollable forces the effect of which, by the exercise of reasonable diligence, the non-performing party could not avoid The term "uncontrollable forces" shall mean any event wluch results ~n the prevention or delay of performance by a party of its obhgatmns under this Agreement and which ~s beyond the control of the non-performing party The term "uncontrollable forces" includes, but is not hm~ted to, fire, acts of God, flood, earthquakes, storms, lightning, epidemic, war, not, civil disturbance, sabotage, ~nablhty to procure permits, hcenses, or authorizations from any state, local, or federal agency or person for any of the supphes, materials, accesses, or services required to be provided by either OWNER or CONSULTANT under th~s Agreement, strikes, work slowdowns or other labor disturbances, and judicial restrmnt Neither party shall, however, be excused from performance if nonperformance is due to uncontrollable forces which are removable or remediable and which the non-perfonmng party could have, with the exercise of reasonable diligence, removed or remedied with reasonable d~spatch The provisions of this Article shall not be ~nterpreted or construed to require CONSULTANT or OWNER to prevent, settle, or otherwise avoid a strike, work slowdown, or other labor action The non-performing party shall, within a reasonable time of being prevented or delayed from performance by an uncontrollable force, give written notice to the other party describing the circumstances and uncontrollable forces preventing continued performance of the obhgatlons of this Agreement DISCRIMINATION PROHIBITED In performing the servmes mqmred hereunder, the CONSULTANT shall not d~scnmlnate agmnst any person on the bas~s of race, color, religion, sex, national origin or ancestry, age, or physical handicap Page 8 PERSONNEL A The CONSULTANT represents that it has or will secure, at ~ts own expense, all personnel reqmred to perform all the services required under this Agreement Such personnel shall not be employees or officers of, or have any contractual relations with the OWNER CONSULTANT shall mfonn the OWNER of any conflict of interest or potential conflict of interest that may arise dunng the term of th~s Agreement B All services on the Project reqmred hereunder will be performed by the CONSULTANT or under its supervision All personnel engaged in work shall be qualified, and shall be authorized and permitted under state and local laws to perform such services ASSIGNABILITY The CONSULTANT shall not assign any interest In this Agreement, and shall not transfer any interest m flus Agreement (whether by assignment, novation, or otherwise) without the prior written consent of the OWNER MODIFICATION No waiver or modification of this Agreement or of any covenant, condition, or limitation herein contmned shall be valid unless m wntmg and duly executed by the party to be charged therewith, No evidence of any waver or modification of this Agreement shall be offered or received in evidence m any proceeding ansmg between the parties hereto, out of or affectmg this Agreement, or the rights or obligations of the parties hereunder, and unless such waiver or modffica~lon is m wntmg and duly executed The parties further agree that the prowsIons of th~s section will not be waved unless as set forth herein MISCELLANEOUS A The following exhibits are attached to and made a part of this Agreement Exlub~t "A" Proposal (2/13/98) Exhibit "B" Revised Proposal (2/27/98) B CONSULTANT agrees that OWNER shall, until the expiration of three (3) years after the ftnal payment under this Agreement, have access to and the right to examine any directly pertinent books, documents, papers, and records of the CONSULTANT lnvolvmg transactions relating to this Agreement CONSULTANT agrees that OWNER shall have access dunng normal working hours to all necessary CONSULTANT facihttes and shall be provided adequate and appropriate working space In order to conduct audits Page 9 in comphance with this section OWNER shall give CONSULTANT reasonable advance notice of intended examinations or audxts C Venue of any stat or cause of action under th~s Agreement shall lie exclusively in Denton County, Texas Tbas Agreement shall be governed by and construed in accordance with the laws of the State of Texas D For the purpose of this Agreement, the key persons who will perform most of the work hereunder shall be those persons ldentffied m Sectmn 3 0 of the Proposal However, nothing hereto shall limit CONSULTANT from using other qualified and competent members of its firm to perform the services reqmred here~n E CONSULTANT shall commence, can~ on, and complete any and all projects with all applicable dispatch, in a sound, economical, and efficient manner and in accordance with the provisions hereof In aecomphshmg the ProJect, CONSULTANT shall take such steps as are appropriate to ensure that the work ~nvolved ~s properly coordinated with any related work being earned on by the OWNER F The OWNER shall assist the CONSULTANT by placing at the CONSULTANT's disposal all available mformat~on pemnent to the Project, ~ncludang prewous reports, any other data relative to the Project, and arranging for the access thereto, and make all provisions for the CONSULTANT to enter an or upon pubhc and private property as required for the CONSULTANT to perform services under this Agreement G The captions of this Agreement are for mformat~onal purposes only, and shall not ~n any way affect the substantive terms or conditions of th~s Agreement 1N WITNESS HEREOF, the City of Denton, Texas has caused this Agreement to be executed by and through 1ts duly-authorized City Manager, and CONSULTANT has ,e~uted this {a~greement by and through its duly-authorized undersigned Partner on this the ~/~r~ day of k~?r2x~.^o ~ ,1998 U "OWNER" CITY OF DENTON, TEXAS A Mumclpal Corporation TED BENAVIDES, City Manager Page 10 ATTEST JENNIFER WALTERS, C~ty Secretary HERBERT L PROUTY, C~ty Attorney "CONSULTANT" BLACK & VEATCH, L L P ATTEST F \shared~dept~LOL~Our Documents\Contracts\98~Black & Vcatch Contract doc Page 11 EXHIBIT A ,, CITY OF DENTON, TEXAS SPENCER TO LOCUST 69 kV UPGRADE PROJECT BLACK & VEATCH PROPOSAL FOR PROFESSIONAL SERVICES FEBRUARY 13, 1998 BLACK & VEATCH TABLE OF CONTENTS 1 0 Introducuon 2 0 Scope of Work 3 0 ProJect Team 4 0 Price 5 0 Schedule TC-1 1.0 Introduction The Cxty of Denton is planmng to increase the ampac~ty of the 69 kV transmxss~on hne between Spencer and Locust Substatmns Thas lane segment ~s approximately 2 males m length The emstmg hne consxsts ora sangle c~rcmt 69 kV hne and one or two 13 2 kV dastributmn mrcmts on wood poles Commumcatxon wxres, ADSS cable, cable TV, transformers, risers and servme drops are also attached to the wood poles The upgraded lane w~ll include larger 69 kV conductors, xnsulated to 138 kV, on self- supporting galvanxzed steel poles w~th two 13 2 kV d~stnbutxon c~rcuxts The ADSS cable wxll be removed and an optical ground w~re (OPGW) wdl be installed m place of the emstmg shield w~re All other w~res, transformers, risers, servace drops, etc, wdl remain attached to the new poles Black & Veatch ~s pleased to submxt th~s proposal to the C~ty of Denton, Texas, for desagn engineering and constructxon management servxces assocmted w~th the Spencer to Locust 69 kV Upgrade Project Thas Proposal describes Black & Veatch's understanding of the work to be performed and the servaces which Black & Veatch proposes to provade This Proposal xs dlwded into the following Sections · Scope of Work · Project Team · Pnce · Schedule The services proposed by Black & Veatch w~ll be performed by the Electrical & Telecommumcat~on D~vasaon, an organazat~on dedicated to provadang design, constmctmn and constmctaon management services to elecmc ut~lmes and the telecommunications ~ndustry The E&T Davas~on has a staffof approximately 300 persons Black & Veatch has prowded engmeenng, constmctmn management and professaonal services for over 5,400 mdes of overhead and underground transmission and d~stnbutmn projects Descnptaons of B&V's project expenance s~mdar to the 69 kV Upgrade Project can be prowded upon request 2.0 Scope of Work Black & Veatch (B&V) will provide design engmeenng and construction management services for the Spencer to Locust 69 kV Upgrade ProJect B&V will also provide design engineering services for transmission line mod~fications at North Lakes Substation The scope of work will include the following TRANSMISSION LINE DESIGN B&V's transmission line design serwces for this project will result in a complete package cotaslStlng of material and construction technical specifications and design drawings ready for the City of Dentnn to issue for bids 2 1 Kickoff Meeting and Field Rev,ew B&V proposes to meet with the City of Denton in their offices at the begmmng of the project to introduce project participants, estabhsh project communications, discuss project criteria and obtain any project documents available The meeting will be attended by two B&V project team members The k~ckoff meeting is expected to be a half day m duration At the conclusion of the kickoff meeting, the B&V personnel will perform a field assassment of the existing transm~ssion hne B&V will walk the existing hne to view each structure and inventory the materials attached to each structure Information obtained during the field rewew will be used in the design of the upgraded line The field review is expected to take one or two days Travel costs for two project team members to attend the kickoff meeting and subsequent field review are Included in the estimated expenses described in Section 4 0 2 2 Prolect Administration B&V w~ll provide the following project administration services · Monitor the progress of B&V's services and expedite B&V's services as required to maintain the project schedule · Maintmn files of all correspondence between the City of Denton and B&V, and B&V and third pames · Prepare memoranda of all conferences between the City of Denton and B&V, and B&V and thard parties · Assign qualified and experienced project personnel to perform B&V's services · Mmntmn and pursue a quality assurance program to assure adequate conlxol of B&V's services · Coordinate construction management services dunng the construction phase of the project 2 2.3 Planmng and Control B&V wdl provide the following planning and control services · Prepare a Project Instructions Memorandum that will estabhsh the procedures, instructions and project file system necessary to control the administrative interfaces among the project participants · Prepare a Project Design Memorandum summarizing all design criteria The scope and content of this document, as approved by the City of Denton, will be the basis for detail design engmeenng The following items wall be included if they are apphcable to the project -- General description of the project -- Mechamcal loading criteria -- Electrical clearances -- Transmission and distribution conductor data -- OPGW data -- Data on communication cables, cable TV, etc -- Conductor and OPGW hardware -- Insulation cmena -- Structure types and configurations -- Structure span and angle limits -- Foundation data -- Grounding criteria -- Raght-of-way criteria · Prepare a project summary bar chart schedule Include monthly update of schedule wath status report · Prepare and issue a brief monthly status report which summarizes the progress of the project 2 4 Ground Survey The City of Denton will provide B&V with thc following survey mformat~on · Ground elevation and top of pole elevation for each of the existing poles · Height of any wares that cross over or under the exlsung hne · Existing structure span lengths or structure stationing · Plan view and contours for existing line route 3 This lr~formatlon will be provided to B&V m electronic form for B&V's use m prepanng plan and profile drawings 2 5 So,Is Investlgat, on B&V will use a local contractor to obtain soil borings along the line route and perform laboratory tests for use m the design of structure foundations Soil borings will be taken at deadend comer structures and at other locations deemed necessary for efficient foundation design It is estimated that 5 soil borings will be required The estimated costs for the soil borings and soil tests are included in Section 4 0 B&V wall have one project team member on site during drilling of the soil borings, which is expected to take two days Travel costs for this trip are included in the estimated expenses described in Section 4 0 2 6 De$,gn Eng,neenng B&V will provide the followang detail design engineering services 2 6 1 Mechamcal Loading Criteria B&V will develop mechanical loading criteria for the design of the transmission line The Criteria will include NESC, meteorological, construction and maintenance requirements B&V will establish overload capacity factors for all loads except those specified in NESC 2 6 2 Sag-Tensmn Data The existing shield wire on the line will be replaced with a fiber optic ground w~re (OPGW) The exlstlng ADSS fiber optlc cable wlll be removed The Clty of Denton wall provide B&V with the size of conductors to be used for the 69 kV and distribution mmmts and the size of the OPGW cable It is assumed that the City of Denton wall provide the specification for purchasing the OPGW The City of Denton will purchase the OPGW directly or the specification will be included in the bid package for the Contractor to purchase B&V will compute the sag-tension data for each conductor and the OPGW cable for each ruling span The data will be determined for various loading conditions and temperatures The sag-tension data will provide the basis for determining ground clearances and evaluating vibration damper requirements Wire stringing charts will be prepared for the installation of conductors and OPGW Quantmes of all wires reqmred walllbe calculated 2 6 $ Structures The~structures for the 69 kV Upgrade Project will consist of self-supporting tubular steel poles capable of supporting the single circuit 69 kV hne, two circuits of 13 2 kV dlstnbutlon and various communication and cable TV wires Also, transformers, risers and ~service drops will be attached to some structures 4 B&V vail develop structure configuratxons for tangent, angle, deadend and any spemal structures The structure configuratxons vail be based on reqmrements for shxeldmg, electrical clearance between conductors and structure, and right-of-way wadth (conductor blow-out) Structure hexghts vall be based on ground clearance reqmrements B&V wall develop new hne termmatxon structures for Locust Substation B&V will prepare structure design drawangs which will xndmate structure type, configuratxon, hne angle range and ruhng span Loads wall be calculated for each loadxng case and each structure type Loadxng tables, ware data and mechanmal loadxng criteria will be included on each drawing 2 6 4 Ltne Components The 69 kV hne will be xnsulated for 138 kV The xnsulators and hardware for the 69 kV hne and dxstnbutxon cxrcmts will be selected based on design calculatxons The selectxon of ntsulators and hardware wdl xnclude components stocked by the C~ty of Denton, wherever possible The need for dumpers wall be evaluated and recommendations from damper manufacturers vall be obtained, lfreqmred Hardware assembly drawangs will be prepared showang all transm~ssion and d~stnbutlon assembhes that vall be reqmred for the line Quantmes of hne components required will be hsted on the drawangs per assembly and for the total project 2 6 5 Plan and Profile Drawings B&V uses the transmms~on hne design software, PLS-CADD by Power Line Systems, Inc, for hne desxgn and layout Ground elevation data, structure configurations, span and hne angle hm~ts, loading criteria and other structure location criteria will be input ~nto PLS-CADD Plan and profile drawangs for the hne will be prepared ustng PLS-CADD The plan/profile drawmgs will mdmate vare clearances and structure type, height, ~dentfficat~on number and station 2 6 6 Foundattons B&V wall use soft data obtained from the sods lnvesugat~on to design d~rect embedded foundations for the tubular steel poles wherever the softs wall support th~s foundation type Dnlled concrete p~er foundations wall be designed for any locatxons not statable for d~'ect embedment Druvangs wall be prepared showing foundation d~mens~ons and details 2 6 7 Grounding B&V wxll rewew the Cxty of Denton's present grounding materials and design a grounding system for use on the tubular steel structures Ifreqmred for design, ~t Is assumed the C~ty of Denton vail prowde soft reslst~wty tests A drawang vail be prepared showing the grounding dermis 2 7 Material Procurement and Construct, on Bid Package B&V wall provide the following material procurement and construction contract services · Prepare a detailed techmeal specification for the line materials and line construction All materials will be furnished by the construction contractor (Front-end documents such as Instructions to Bidders and Contract Terms and Conditions wall be provided by the City of Denton ) · Construction specification will include requirements for removal of existing materials, restrictions on line outages and criteria for keeping existing circuits in service · Provide a complete package of material and construction technical specifications and design drawings to the City of Denton for obtaining bids · Prepare cost estimate of the material and construction b~d package · Review the proposals received, prepare bid evaluation and make recommendations to the City of Denton · Review line material shop drawings submitted by the Contractor to insure compliance with design documents 2 8 Engineering Complet, on After the completion of construction, B&V will provide the following services to complete the project design records · Conform the construction drawings to agree with the construction records maintained by contractor and the construcnon management personnel · Provide the City of Denton with electronic copies of all drawings created by B&V in AutoCad format 2 9 Other Items 2 9 1 Travel Travel costs for two B&V team members to travel to the C~ty of Denton for the kickoff meeting and field review and one team member for soil borings are included in the estimated expenses shown in Section 4 0 No other travel costs are included Deslgn review conferences wath the City of Denton, a prebid meeting w~th construction contractors to clarify technical reqmrements, and city council meetings or public meetings are times when a B&V project team member may need to travel to the City of Denton Travel and manhour costs for these trips are not tncluded ~n B&V's price, but can be included later 2 9 2 Perrntts No permat applications are anticipated to be required for the project Preparation of permat documents are not included an B&V's scope of work 2 9 3 Electrtcal Effects No electric or magnetic field calculations are antlmpated to be reqmred for the project EMF calculations are not ancluded in B&V's scope of work CONSTRUCTION MANAGEMENT B&V's construction management services will ensure the final project comphes w~th the desagn drawings and specaficatlons 2 10 ConstructIon Manager/FIeld Engineer B&V wall provade the following constructaon management and anspectaon services · Establish a project field office and fumash construcnon manager/field engmeer · Inspect line materials fumashed by Contractor to verify comphance wath des,gn documents and spemficatmns · Mmntaln records of dehvenes of materials to use when checking progress payment anvomes and for scheduhng purposes · Monitor and ~nspect all actavatles of the construction contractor to ensure comphance w~th the specfficat~ons and contract documents Prepare daily logs and provide data for the monthly status reports · Control constructaon progress by means of the project bar chart constructaon schedules · Participate an scheduhng and construction conferences w~th the Caty of Denton and construcuon contractor as reqmred · Review progress payment invoices and make recommendations to the Caty of Denton for payment of constmctaon contracts NORTH LAKES SUBSTATION It aS antampated that the line modfficatlon work at North Lakes Substation will be lnctuded wath the bad package for the 69 kV Upgrade ProJect 2.1t Line Modfficat~ons B&V will provide design englneenng servaces for thc transmasslon and dastnbutaon lane modifications at North Lakes Substation The modfficataons will be an accordance w~th the descnptaons included in the Caty of Denton's letter on this subject, dated February 10, 1998 A copy ofthas letter is included at the end ofthas proposal B&V's design engmeenng services will be s~mdar to those described prewously for the 69 kV Upgrade ProJect and are summarized as follows · Survey ~nformat~on - to be prowded by the C~ty of Denton · Softs ~nvest~gat~on - a sod bonng can be taken at the substation, ff ex~st~ng soft ~nformat~on ~s not avadable · Self supporting steel structures - develop structure configurations to meet clearance reqmrements, compute sag-tensmons, calculate loads and prepare destgn drawings Conductors - provide hst of types and quanttt~es required Insulators and hardware - select matermls based on design calculations, insulate to 138 kV, prepare assembly drawings and hst quantities reqmred Select bypas,, sw~tches and ~nclude on drawings · Plan and profiles drawings - prepare P/P drawings showing w~re clearances and structure type, height and locatmn · Foundations and grounding - design foundations and grounding and prepare detail drawings B&V wall incorporate the matarml and constmcuon reqmrements for the modfficat~ons at North Lakes Substation ~nto the btd package for the 69 kV Upgrade Project B&V w~ll prowde conformed to construction drawtngs for the North Lakes Substation hne modfficat~ons B&V's Construction Manager/F~eld Engineer for the 69 kV Upgrade ProJect will also prowde construction management services for the North Lakes Substation hne modtficat~ons Th~s assumes one contractor does both projects 8 3.0 ProJect Team The project team has been specifically developed to meet the requirements of this project The ,key personnel have been specifically selected from our staff who devote their full- time efforts to Electrical & Telecommunication projects The proposed personnel have extensive experience and the capabthty to meet the needs of the project The personnel assigned to the project will be darectly responsible to the Project Manager 3 1 Project Personnel Black & Veatch proposes that the following key personnel be associated wah this project Information on B&V personnel is included at the end of th~s proposal A brief d~scuss~on of each team member's respons~btht~es follows James R Lusby, Partner-tn-Charge Mr Lusby wall be the Partner-in-Charge of the project He will be responsible for contractual agreements with the City of Denton, and for the City of Denton's complete satisfaction w~th the servmes Black & Veatch provides for the project David J Earle& ProJect Manager~Engineer Mr Earles will be the Project Manager/Engineer w~th full responslblhty for the accomphshment of the project, including d~rect~ng the construction management act~vitlas He wall be assisted by experienced transmission hne design engineers and support staff, as needed for the successful completion of the project He w~ll be the primary interface between the City of Denton and B&V on personnel, adnnmstrat~ve and techmcal matters Mr Earles is a registered Professional Engineer Engineering Staff Engineers and other project personnel vall be assigned to the C~ty of Denton project team as schedule reqmres Following are some of the qualified B&V personnel who are experienced m transnnsston hne design · Phflhp J Hodes · Pete P Se~tz · Steven P Thompson Steve G Maddox · Traey L Engnas Construction Manager/Fteld Engtneer The construction manager/field engineer will be responsible for the management of all field act~wtles, under the gmdance of the project manager The constmcuon manager/field engineer wdl prowde construction tnspect~on to ensure comphance w~th design reqmrements and wall momtor materml and construction quahty, project schedule and project costs The construction manager/field engineer for the 69 kV Upgrade ProJect wall be ~dentffied at a later date 10 4.0 Pr,ce 4.1 Transmission Line Design BlaCk & Veatch's not-to-exceed price for design eng~neenng services for the Spencer to Locust 69 kV Upgrade Project is $47,800 Th~s price includes an estimated $5,300 in expenses Expenses ~nclude travel costs and office overhead costs Travel costs ~nclude three trips between Denton and Kansas City The sods ~nvestlgat~on subcontmctor's cost is estimated to be $4,500 This cost is m addition to our not-to-exceed price stated above These costs may be h~gher or lower depending on the number of soil bonngs, quantity of laboratory tests and the actual bids received from dnlhng and testing contractors The costs stated above are the maximum B&V believes w~ll be required for the design englneenng services based on the Scope of Work described tn Section 2 0 B&V will invoice the C~ty of Denton only for the costs actually reqmred to perform the work and wdl not exceed the hmlt stated above w~thout approval from the C~ty of Denton 4 2! Construction Management Black & Veatch's price for construction management and inspection servmes ~s estimated to be apprommately $14,000 per month This price ~ncludes the manager/field engineer's salary, hying expenses, vehicle rental, overhead costs and trips back to Kansas C~ty b~monthly 4 3 North Lakes Substation Inc!udlng the work at North Lakes Substation wath the 69 kV Upgrade Project b~d pac~kage wdl be cost effective for engineering, materials and construction B&V's price forldes~gn engmeenng servxces for the hne modfficat~ons at North Lakes Substation, m conjunction w~th the 69 kV Upgrade Project, w~ll be prowded to the C~ty of Denton upon request 11 5.0 Schedule A proposed project summary bar chart schedule is included in this section The proposed schedule assumes a project start date of mid March 1998 Line design, design drawings and preparation of procurement and construction b~d documents are scheduled to be completed by the end of July Allowing time for bid preparation, bidding, bid evaluation and contract award, we anticipate having a contract in place by mid October Th~s wall allow the Contractor four or more months to purchase materials and have them dehvered, including long lead items such as the steel structures Construction and construction management would be scheduled to begin in early February and be completed by early May 1999 This schedule has some flexlblhty By completing design earlier and reducing the time between bid issue and contract award, project completion could be moved to late March or early April However, wet weather conditions in the winter months could affect construction progress 12 James R. Lusby Partner-In-Charge Domestic Traditional Engineering Projects University of Missourh B S, Electrical Engineering, 1968 Registered Professional Engineer Cal~fornm, Connecticut, Florida, M~ch~gan, Missourh Oregon Professional Affiliabon IEEE Joined Black & Veatch 1968 Overall Project Management Substation and HVDC Proiect Primary Chent Contact and Management and Supervision Relationships Mr Lusby ts a partner tn the Power Business' Electncal& Telecommumcattons (E&T) Dlvmon Mr Lasby is the partner-in-charge for the E&T Dlvmon's Domestic Tradmonal Engmeenng ProJects Major Business Area In this role, Mr Lusby provides overall management of and leadership for the performance of traditional engmeenng and construction management services for projects within the Dlvmon He Is also presently managing the following projects · As project director for the McPherson, Kansas, Board of Pubhc Utlht~es' Manville combustion turbine project, which includes a new, simple cycle, 80 MW combustion turbine generator at a new plant site The site is being designed for possible future development as a multmmt combined cycle generating plant, including three combusUon turbine generators, a heat recovery boiler, and a steam turbine generator · As partner-m-charge for all of Wisconsin Electric Power Company's T&D projects including the Central UP Transmission Project, which includes two new 138 kV switctung substations and two new 138 kV double e~rcmt transmission lines · As partner-in-charge for the Kansas C~ty, Kansas, Board of Public Utilities' Mobile Radio Project, which included the design, specification, and construction management for a new three-site, slmulcast trunked mobile radio system, a microwave radio backbone system, a new Electric Service Dispatch Center, and a new Dispatch Center for city police, fire, and 911 dispatch personnel Mr ' Lusby has also managed the following completed, notable projects · The United Illuminating Company's Alhngs Crossing Substation Project, which mcluded a new 115/13 8 kV bulk &stnbutmn substation and the rerouting of two existing 115 kV overhead transmission lines into the substation, and the Derby Substation Rebuild Project, whach included the expansion of an existing 115/13 8 kV substation, a new 115/13 8 kV bulk distribution substation, and the rerouting of four ex~stmg overhead 115 kV transmtssion lines ~b/I 7/97 (conttnued on back) · The Pacific HVDC Intertie Expansion ProJect, which included the design of a major addition at the Bonneville Power Admlmstratlon's Cehlo Converter Station, and the Los Angeles Department of Water and Power's new Sylmar Converter Station East The addition at Cehlo included the design of a large 500 kV ac/500 kV dc switchyard, a complex converter braiding addition, and a machine shop/warehouse addition The Sylmar Converter Station East ~ncluded the design of a large, complex converter building suitable for construction in Seismic Zone 4 The Sylmar building included a control room, machine shop, warehouse, and mmntenance and repair facilities · Numerous projects for the United Illuminating Company including the Bridgeport Viaduct Project, which included the design of a temporary and permanent relocation of two existing 115 kV overhead transmission lines supported from railroad catenary structures, and the replacement of an existing 115 kV switching substation · The United Illuminating Company's Grand/Goffe ProJect, which included two 115 kV underground HPGF pipe cable transmission lines, and two 115/13 8 kV substations, the 115 kV Mllvon-Devon Transmission Line Reconductonng ProJect, 115 kV Pequonnock Substation Upratmg and Bus Expansion Project, the Bridgeport Harbor Umt 3 GSU Transformer Replacement ProJect, and 1 I5 kV Old Town Substation Bus Upratlng ProJect · The City of McPherson, Kansas, 115 kV Substation and Transmission Line Project, which included a 115/34 5 kV substation and an overhead ! 15 kV transmission l~ne Previously, Mr Lusby was assigned as project engineer for substation and HVDC projects with voltages ranging from 15/35 kV through 69/115/138/150/161 kV, to 230/345/500 kV l'he clients served include the Iowa Public Service Company, Public Serwce Company o f Oklahoma, Public Service Company of New Mexico, Northern States Power Company, Florida Power Corporation, the Columbus and Southern Obao Electric Company, the Umted Illuminating Company, the City of Owensboro, Kentucky, the Texas Mumcipal Power Agency, and the Republic of Indonesia Mr Lusby has been involved with all aspects of project management and design, including proposal preparation, client relations and commumcation, scheduling and administration, cost estimating, conceptual and detailed design, and equipment and construction specification and contracting His specialty is the management and supervision of substation and HVDC station design, but bas experience includes the management and supervision of the design of a variety of elecme utlhty faedlt~es, such as lignite mine draghne distribution equipment, microwave and mobale radio communications systems, and overhead and underground transrmsslon lines Mr Lusby forms lasting relationships with the chents he serves, an example being the United Illuminating Company (Ltl) of New Haven, Connecticut He assisted vath the s(}/17/97 (continued on next page) formatxon of a partnenng relationship w~th UI and has managed all projects performed for UI s~nce the relatmnsh~p was formed ~n 1991 Mr Lusby's earher power plant experience a~tth Black & Veatch ~ncludes work for the City of Columbm, M~ssoun, The Kansas Power and L~ght Company's Lawrence Power Statmn, and the Columbus and Southern Ohio Electric Company's Coneswlle Generating Statmn H~s work on these projects included preparation of electrical plans, one-hne and three-hne dmgrams, control schematms, tray layout, sw~tchgear and motor control center s~ztng, processing of shop drawmgs, preparation of c~mmt and raceway hsts, and coordination of eqmpment location He also spent rune months as a resident engineer at Columbus and Southern Ohto Electric Company's Coneswlle Generating Station James R Lusby Techmcal Papers and Articles' Computertzed Drafttng of Substatton and Transmtsston Ltne Drawtngs, Presented at Grand Canyon State Electric Cooperative, Ine, W~nter Sem~-Annual Meeting, Phoemx, Arizona, February, 1982, Coauthor Rehable and Economtcal Substatton Destgn, Coauthor Grand/Goffe Project `4ssures ,4 dequate and Rehable Electric Service to Central New Haven Connecttcut, Appeared ~n the April 1992 Issue of Electrical World Magazine, Coauthor Substation Uprat~ng Project Takes Careful Planmng, Appeared tn the April 1993 Issue of Electrical World Magazine, Coauthor New Utthty Constructs an Integrated Transmtsston System, Appeared tn the April 1985 Issue of Transm~ssmn & D~stnbuuon Magazine, Coauthor Fundamental Concepts tn Substatton Destgn, Presented at the Northeast Pubhc Power Assocmt~on Engmeenng/Operatmns Workshop, Marlborough, Massachusetts, May 13, 1992, and at the IEEE Rural Elecmc Power Conference, Kansas Ctty, Mtssoun, April 27, 1993, Author Plannmg, Destgn, and [mplementatton of a Trunked Mobde Radto System, Presented at the Amerman Pubhe Power Assoc~atmn E&O Workshop ~n Phdadelphm, Pennsylvama, April 4, 1995, Author David J. Earles Project Manager Iowa State University, B S, C~wl Eng~neenng, 1973 Registered Professional Engineer Florida Kansas, Maryland Professional Affiliation ASCE Joined Black & Veatch 1975 Overhead Electric Transmission Analys~s of Ex~st~ng Overhead Systems Design Electric Transmission Materials, Structures, and Foundations for System Upgrades or Modifications Mr Earles ~s a project manager ~n the Energy Group s Transmission & D~stnbutlon D~v~ston He ~s currently assigned to several ll5 kV transmission hne projects for Clark Pubhc Utflmes, Vancouver, Washington Mr Earles recemly completed an ass~gmnent ~nvolwng the design of double c~rcu~t, 500 kV lattice transmission towers for Tenaga Nas~onal Berhad (TNB), Malavsm Included m tbas design project was the trammg of TNB personnel ~n lamce tower structure design Other recemly completed ass~gmnents ~nclude 36 miles of 500 kV transmission hnes m Maryland and a 44-m~le 500 kV transmtss~on hne ~n Florida H~s respons~bflmes included the d~rect supervision of the design effort, conceptual design, detail design, material procurement, and preparauon of construcuon drawings and documents He has experience m all aspects of overhead transmission hne design Mr Eartes' responszbflmes ~nclude design of lattice steel towers, steel poles, concrete poles and wood transmission structures, design of transmission hne foundauons, design of hardware assembhes, sag-tension analys~s, and structure spotting, design of access roads, and preparuUon of plan and profile drawings H~s experience includes use of computer programs for latttce steel and wood H-frame structure design as well as other transmission hne, related programs Mr Earles' responslbflmes also include structure opum~zatmn studies, EMF studies, cost esumates speclficauons preparauon, and b~d evaluauons Also, Mr Earles has experience m the c~vfl and structural design aspects of electrical substauons H~s raspons~bflmes include design of substaUon steel structures, substaUon s~te development, design of eqmpment and control budding foundauons, and cost estmaates, spee~ficaUons preparauon, and b~d evaluaUons Recent asslgnrnents include project engineer on 115 kV and 230 kV transmission hnes and substations for Orlando Utflmes Commassaon, Pubhc Service Company of Oklahoma's 345 kV lattice tower and foundauon analys~s, Owensboro Mumc~pal Utflmes' river crossing 138 kV lattice tower analys~s and C~ty of Colorado Springs, Colorado's 115 kV lamee tower mod~ficauons analys~s (contmued on back) Mr Earles' project experience includes substation and transmission system de.~lgns ranging in voltage from 69 kV to 500 kV These projects include work for Platte Paver Power Authority, the City of Loveland, Colorado, E1 Paso Elecmc Company, ARAMCO of Sau& Arabia, Midwest Energy, Inc, The United Illuminating Company, Tennessee Valley Authority, Florida Power Corporation and Baltimore Gas and Electric He has witnessed lattice transmission tower tests in Japan, Brazil and EPRI's test station in Texas 1/13/96 Phillip J. Hodes Civil.Structural Engineer Univers;ty of Kansas, B S, C~wl Eng~neenng, 1989 Unwers~ty of Kansas, B S, Secondary Education 1985 Registered Professional Engineer Kansas Professional Affiliation ASCE Jmned Black & Veatch 1989 · Overhead Transmission Line Layout Foundation Design Lattice Structure Design Substation Structure Design Wood and Steel Pole Design Mr Hodes ts a civil-structural engtneer tn the Energy Group's Transmission & Distrtbut~on Dtvtslon Hts current respons~bdlttes [nclude structure and foundatton design for overhead electrical transmtssmn and dtsmbutmn systems Currently, Mr Hodes is responsible for the design of several projects for lES Uttht~es Inc in Cedar Rapids, Iowa These projects range from 4 kV to 161 kV and tnclude wood pole design, steel pole destgn, lattice structure analysts foundatton design, hne layout hardware seiectmt~ and preparatton of permit appitcattons Recent assignments include hne layout, structure design, and hardware selectmn for Balttmore Gas & Electric Company's Waugh Chapel-Brtghton and Calvert Chffs-Chalk Potnt 500 kV transmtsston lines and latrine structure design for the 345 kV S~the/N~agra Mohawk Independence-Scnba/Clay [me On prevtous projects, Mr Hodes has performed structural analysis and destgn for latttce structures on the 313-retie El Paso Electrm Company 345 kV transmission hne, calculated deslgn loads for latttce and steel pole structures selected hardware spotted structures and prepared wetland permitting documents for the 500 kV Florida Power Corporatton Lake Tarpon-Kathleen hne, analvzed extstmg lattice structures for the Orlando Utd~t~es Corcmatssion Stanton Energy Center-Indian Paver 230 kV [me, and designed and located wood pole structures for the Allegheny Electric Cooperauve Faxrfield-Mdl Creek 69 kV hne, and the Ctty of Alexandria (LA) dtstnbutlon system Mr Hodes has also performed structural steel and foundatton destgn for several substation locattons for the Umted IIlummating Company and the Napervdle (IL) Electric Department Before jmnmg Black & Veatch Mr Hodes performed surveymg and bridge construct;on mspectmn for Johnson County (KS) Pubhc Works s7~7~ Peter P. Se,tz Electrical Engineer Kansas State University B S Electrical Eng~neenng, 1987 Registered Professional Engineer Kansas Joined Black & Veatch 1987 Automated Meter Reading (AMR) Business Case Development · Geographic Information Systems (GIS) . Commercial & Industrial Load Re-engmeenng Control (CILC) Mr Seztz ts an electncal engineer tn the Energy Group's Transmtsston& Dtstnbntaon Dlvtston, currently asstgned to the Power System Management sectton Recent project experience includes work assoctated wath an Automated Meter Reading (AMP,) project for Pactfic Oas & Electric Hts involvement included asststmg tn the btd evaluatton stage of the project Responstbthttes tncluded preparatton of evaluatton crtterm, development, preparatton, and support of an evaluatton software tool, and detad revtew and seonng of the various vendor proposals Other recent project experience tncludes developmg a GIS Needs Assessment document for Duquesne Ltght Company Responstbdtttes included personal mtervtews to detemune work process and potenttal GIS apphcattons, pnonttzatton ofGIS appheatmns, assessment of benefits, and development of a summary document Other recent experience includes asststmg tn the development of Business Case Analysts ~ftware tool Th:s tool ts part of Black & Veatch's Total Power System Integration PSI) concept, and tdenttfies the benefits and costs of various Informatton Technologtes (t,e, Outage Management, Work Management, etc ) tn efforts to develop a bustness case which supports the deployment of these technologtes Other recent experience includes involvement tn the development of a new Load Management apphcat[on Commermal & Indusmal Load Control (CILC) CILC can be summarized as the electrtc ut;hty control of cballers and other large I-IVAC eqmpment wluch perrmt the utthty system operator to shed electric toad under peak condmons P~esponstbdtttes included proposal preparauon, marketing material preparauon, business case development and cost estimating, and ha~son wath subconU'actors Other recent project exponence includes assessment and re.engmeenng of work process for Ctty Pubhc Servace-San Antomo Mr Settz' responslbtlmes included coaductmg personal interviews to tdentffy work process Other project experience at B&V includes Transmtsston Line Design exponence Mr Settz .bbs been revolved tn hne d..e.s, tgn for transmtsston and dtstnbutton hnes ranging 2 4 kV tllrough 500 kV R. esponstbtht~es included line rouUng and hne layout, conceptual design studtes, hardware and insulator selection and spemficatton, cost esttmatmg and field (conttnued on back) inspection Additional expertise includes the calculation and analysts of electrical field effects such as EMF, RI/TVI, AN Experience includes measurement, calculation, and assessment of electrical field effects (EMF studies, RI/TVI studies, Environmental Impact Statements (EIS), Induction Studies, etc ) ~0~27/96 Steven P Thompson Cwfl-Structural Engineer North Dakota State University B S C~vd Eng~neenng 1992 Engineer m-Training Joined Black & Veatch 1992 · Structural Design · Foundation Design · L~ne Layout M'r Thompson is a civil-structural engineer in the Energy Group's Transrmsslon & Distribution Division He is currently assigned to the Tenaga Naslonal Berhad 500 kV transmission line project, working on the lattice tower design, fabrication, and tower testing portions of the .lob Mr Thompson has experience m lattice structure analysis and design He has worked with the structural analysis programs TOWER, GT Studl, and EPRI's ETA.DS Mr Thompson has experience in foundation design including pier sizing and pier reinforcement design He has experience with transmission line layout and layout optimization programs such as TLCADD and PLS-CADD Mr Thompson has worked on projects analyzing/designing lattice towers for Tenaga Naslonal Berhad, Niagara Mohawk Power Corporation, Baltimore Gas & Electric, and Southwestern Power Administration, on foundation design for a Central Power and Light 345 kV transmission line, and transmission line layout for Wisconsin ELectric Power Corporation s7/10/95 BLACK & VEATCH 02/11/98 09 15 ~8173537334 UTILITIES ~002/004 City of Denton ~l~y Of I~to~l 901A Tex.s Street February 10, 1998 Black and Vetch 11401 Lamer Overland Part( Kansas 66211 Attn Dave Eartas General Notes 4, The 69 kV sub-transmission ~nsuletors w~ll be 138 kV ~ The new bypass sw~tch insulation w~ll be for 69 kV ~r C~ staff feels that the as part of the project the 15 kV risers will have to be replaced 4, City w~ll furnish matenals for 15 kV nsers ~, Please cons~ter bdnglng nser through the pole ~nstead of using molding on the outside 4, The 15 kV c~rcu~s to be supported w,th brace-lass fiberglass arms ~, Concerned about 15 kV clearances ~, City staff will make the changes ~n the mlay~ng needed to accommodate the new 69 kV circuit arrangement Pole A The pole is to dead end the top 13 2 kV c~rcu~ asst~ nser pole, fiber opm and p~lot w~re I e~mate a for[y-foot pole would fit (NL211) Pole B The pole ~s the dead-end str~ctura go~ng into the south end of the substation The pola w~ll need to support the 69 kV circuit to the east, a slack span from the new bypass pole C to the west, the slack span to the rigId bus, fiber optic and pilot w~re Pole C The pole will be the Installation point for a new bypass sw~tch The pole w~ll need to support the 69 kV slack span from the comer pole at Bonme Brae and R~ney, the 69 kV slack span to pole B, fiber opt=S and pilot wire Pole D The pole will have the follow~ng 69 kV tangent north and south ctrcu~ 69 kV slack span to pole C 15 kV riser to Top c~rcuit NL212 south 4, 15 kV deer to Bottom C~rcu~t NL223 south Two fiber optics cable east and south 4, One p~lot wire to the east 02/11/98 09 16 ~8173837334 UTILITIES ~003/004 · Page 2 Februa~ 10, 4998 Pole E The pole will have the following 89 kV tangent $ 15 kV top c~rcuR with tie ~tch (preference is to use a Bndges Cross Anm style air sw~ch) ~, 15 kV bottom c~rcu~t w~h tie swltdl (preference ~s to use a Bndgea Cross Arm style air switch) $ two fiber optics with riser to substation ~, pilot wire with nser to substatk)n e no bypass sw~tch Pole F The pole w~ll have the following ~ Free standing dead-end for the 69 kV c~rcult to the south $ Slam span for the 69 kV c~rcu~t to pole G · Riser on Bottom c~muit north NL213 e R~ser on Top ~rcu~ north NL222 Pole G The pole is the dead-end structure going into the north end of the substation The pole vail need to support the alack span from the west and the slack span to the ng~d bus Pole H and I Remove S~ncerely, Donald L McLaughl~n Senmr Engineer 02/11/98 99 16 ~T8173837334 UTILITIBS ~004/004 TO~' CK'T "*'**"~"~ 'X X ', NORTH LAKES ' SUB ...... / ~ ~ RINEY OONALD I~LAUGHUN, RE FAX 940-~,19-7119 CITY OF DENTON, TEXAS HIBIT BLACK & VEATCH,,. 8400 Ward parkway, [~O Box No 840~, Keneae City Mleeourt e4114, (913) 468 2000 Ctty of Denton, Texas B&V Project 90226 675 B&V File 11 0200 69 kV Upgrade ProJeCt February 27, 1998 C~ty of Denton 90lA Texas Su'eet Denton, Texas 76201 Subject Revlsmns to Proposal for Professional Services Attenlion Mr Don McLaughhn, P E Electric Engineering Gentlemen In response to youx comments regarding out P~opos .al for the 69 kV UplFade Pr,oject dated.FebruarY 13, 1998, I am enclosing a hst of revisions and clarlficauons which address the [tems we chscussed Please incorpo~ate tl~ese revmons ~nto our original proposal If you have any qucslions concerning these proposal changes, please contact me at 913- 458-2599 Very truly yours, BLACK & VEATCH Dawd J Em'les Enclosure cc' J R Lusby City of Denton, Texas Spencer to Locust ;9 kV Upgrade Pro]act Revlsioll$ end Clarlflcaflor~s to Black & Veatch's Proposal Dated February 13, 1998 1 Revise Section 2 5, Soils Investigation, on page 4 to read as follows 2.6 Soils Investigation The City of Denton will hire a local contractor to obtain sod bonngs along the line route and perform laboratory tests on soil samples Soil bonngs will be taken at deadend corner structures and at other locations deemed necessary for efficient foundation design B&V will provide a drawing to the C~ty of Denton showing locations where sod borings are to be taken Upon complebon of the sod bonngs, B&V will review the boring logs and provide the City of Denton w~th recommendations for the laboratory tesbng B&V wdl use the results of the so,is mvashgatlon to design the structure foundabons 2 Rewse Section 2 9 1, Travel, on page 6 to read as follows, 2 9 I Travel Travel costs for B&V teem members to travel to the C~ty of Denton which are Included in the estimated expenses shown ~n Section 4 0 are as follows, · Two B&V team members for the k~ckoff meeting and field review · One B&V team member for an ~ntermediate design rewew meeting with the C~ty of Denton · One B&V team member for a probed meeting with construction contractors to clarify technical requirements No other travel costs are ~ncluded Add~honal design rewew meetings w~th the C~ty of Denton and city councd meetings or public meetings are times when a B&V project team member may need to travel to the C~ty of Denton Travel and manhour costs for these tnpe are not ~ncluded ~n B&V's pnce, b[Jt can be addressed later If such trips are required 1 of 2 3 At,the end of Section 3 1, under Construction Manager/F~eld Engineer, on page 10, add the following Prior to the start of construction, B&V will select a quahhed person for the construction manager/field engineer position B&V will submit the proposed candidates' quallficatmns to the C~ty of Denton for review The City of Denton will have the right to accept or reject any candidate proposed 4 Revise Section 4 1, Transmission Une Design, on page 11 as follows, First paragraph, last sentence, change to read as follows "Travel costs include four tnps between Denton and Kansas City" Second paragraph Delete entire paragraph 2 of 2