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2015-205 %(+$1$%$1$-"$%.1, 2015205 AdditionalFileExists AdditionalFileContainsRecordsNotPublic,AccordingtothePublicRecordsAct Other %(+$Ș2ș#§º«(´¯º¯§²¹ FirstAmendmentɋOrdinanceNo.201609804/05/16JR SecondAmendmentɋOrdinanceNo.201703402/07/17JR ThirdAmendmentɋOrdinanceNo.19183908/13/19JR ORDINANCE NO. 2015-ZOS AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF DENTON, TEXAS, AUTHORIZING THE CITY MANAGER TO EXECUTE A PROFESSIONAL SERVICES AGREEMENT FOR THE DESIGN OF THE HICKORY CREEK BAS1N PEAK FLOW DETENTION FACILITY; PROVIDING FOR THE EXPENDITURE OF FUNDS THEREFOR; AND PROVIDING AN EFFECTIVE DATE (FILE 5768—AWARDED TO HAZEN AND SAWYER, P.C. 1N AN AMOUNT NOT-TO-EXCEED $427,368). WHEREAS, the professional services provider (the "Provider) mentioned in this ordinance is being selected as the most highly qualified on the basis of its demonstrated competence and qualifications to perform the proposed professional services; and WHEREAS, the fees under the proposed contract are fair and reasonable and are consistent with and not higher than the recommended practices and fees published by the professional associations applicable to the Provider's profession and such fees do not exceed the maximum provided by law; NOW, THEREFORE, THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS: SECTION 1. The City Manager is hereby authorized to enter into a professional service contract with Hazen and Sawyer, P.C., to provide professional design services for the Hickory Creek Basin Peak Flow Detention Facility, a copy of which is attached hereto and incorporated by reference herein. SECTION 2. The City Manager is authorized to expend funds as required by the attached contract. SECTION 3. The City Council of the City of Denton, Texas hereby expressly delegates the authority to take any actions that may be required or permitted to be performed by the City of Denton under File 5768 to the City Manager of the City of Denton, Texas, or his designee. SECTION 4. The findings in the preamble of this ordinance are incorporated herein by reference. SECTION 5. This ordinance shall become effective immediately upon its passage and approval. PASSED AND APPROVED this the �� day of �wwwwW �.�� -- � "��15. �� _ ��.....�.....m... � ,. �, A,�. �.w........._..�......... � � � ��,�.........m......�..._ CHRIS WATTS, MAYOR ATTEST: JENNIFER WALTERS, CITY SECRETARY �� , BY: �'� :� ��.�� m�.......m �, ' � � APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY � � � � � ��" ,,,,. � � � ", �� w��, �°"��. BY: � � �� .� ��.;��-��- � � ,� ��` °� ,�,,,;�� Ci of Denton � Contract # 5768 Hickory Creek Peak Flow Detention Facility Design Services Contract #5768 ��+ � , . . . �' , ,. 1' ' , . .�• . � - - -� � r 1 � . � r-, •• _ i 1 • �' � ; . - . r. � r� . � r •. � - . , r � .. 1 � I � � , C -+ • � , ' � rr . _ _� _ / ' I ' , , � . , • �. . � ,• I� - • , ' , -t �- + ' w _ � , . * • - � , � 1 • , - � . �,, -s . � _ . _, �, �- .' � � - � . . . � .� -- . . . � . -� _ �� . . _ w r� .' .� - � � 1 ' / ! I '`'1 1 •' - f - - - �' � , - � _ � � w - � , , . -. - . . . � , . , .. �.�_ �- � , •, . �,- , ' � . � , . .r .� -- � •- � - - - . �- r•� , . _ , � • ' ��1 .' - - - . I � � , � • - . . _ � � . -- - _ ,, _ , -+ - � * - � •, � � _ . . + . � , !. ! � . � s' ",. �- -,� . ' �' +, w ' � ._ �.. ! �" " + ' . � /' . ! ' ' � •' . _1 � � ' ' �'.. 1 �' ' f, . . ,�' !'. � � - - . � ' R � . . . � � • 1 � . � � � . � . � � �, � � � +, � �" f'. � �,`. �'' 1 � � # � ' . " # � ` �, "' _ "� � I " �-. � ` � .,�' �, - �' _ ' 1 �• - —'� " .' _ �. � � 1 ; �. � 1- � ` � , 1 " f �� '� �' . � . 1' � . �. , , � . 1 . � �C� f ' � _ . � . . -s . � � ` �' - I . F . .!" � . � � ,, . - "� � �-', � � -�' - ' * . '. � ' � � r,, . , _ - ff�� , � � , . � �- '� �- - �� - •�- -r • - , .�i .� - . -.. ,' � � , � . . .' �- . � w • • � - � � • � - - r � ' � # # ♦ - �- - � , r � - . � � � ��_ _ . .: . -c, _ .� � _ � _ _ � � , .. . � � -. �, .. � •- � - r w ' � . - - �- -r' - ��- � . - .' . -�' - -'� , r ' ' , r � �r , -� - . � � -- t- • - - . -. � . � . _ � r � _ � � r- � , - � _ ,. '- � � °- - ' � � �', . -� . ,�� .' _ _ • �',-� �- .. ._ . , _. . . - -, • .�'- - � � r � �- ,�� • . - - . . .+ --• . �- � , - . � ' • -�! - � - �-� � � - . � � �. ., ; : - - - - . � _ . - �� - � - � -� � � - '�� , � - - - -, r .r - - . � : -. * �_ � _ . . �- . , .. . � -- . r- . 1 -w • -, .,,-' - - - � .- . , fr f � � •� . � .' � , _� , �'-„ � �f' � , • 1 , . r��. , C`:��S�Y'S`Z�II�2S�C.)i;S¢CQtJ�TFF�V'CZ S76$ �@(D�fOG'j/ �C�C�: ��,"aB61 ��f@iC9l@lCFil FaCII1H°,yE�C➢CABC��f 5'i6�.��Ickary C.6��e �°�IIIC �'�db°sR� ��$�BI�IOP$ Q'�GBffl�� r��g��,.7.a�. i s.d�� performance of the services under this Agreement with the priar written approval of Owner. The cost of such personnel and assistance shall be a reimbursable expense to Engineer only if authorized in writing in advance by Owner. In the absence of such authorizatian in writing, Engineer assumes all responsibility for the cost and performance of said personnel and assistance. C. Engineer shall furnish and pay for all labar, tools, materials, equipment, supplies, transportation and management necessary to perform all services set farth in the Scape af Services. AFTER AWA OF CONSTRUCTION CONT CT BY OWNER, ENGINEER SHALL: 1. Meet with the Contractor and Owner's representatives in advance af project start to establish parameters for the prosecutian of the project by each party. 2. Make periodic visits to the Project site and, when deemed appropriate by Engineer in the exercise of his professional judgment, to observe the progress and quality of the executed work and to determine in general if the work is proceeding in accordance with the plans, specifications, and construction contract documents. Engineer will NOT: (a) be required ta make exhaustive or continuous on-site reviews to check the quality or quantity of the work; (b) be respansible for having quality cantrol testing done; (c) be responsible for the techniques and sequences of constructian; (d) be responsible for the Contractor's failure to perform the construction work; or (e) be responsible for job site safety, Engineer will endeavor to guard Owner against defects and deficiencies in the work of the Contractors, and may disapprove work as failing to confarm to the plans and specificatians, and construction contract documents. 3. Check samples, catalog data, labaratory testing, shop drawings, mill tests of materials and equipment, and other data which the Contractor is required to submit, only for the conformance with the design concept af the Project and general compliance with the information given by the plans, specif�cations, and construction contract documents; and accept or reject all such submittal data furnished by the Contractor, materials used, and work performed by the Contractor as either substantially complying or not complying with the intent of the plans, specifcations, and construction contract documents. 4. Consult and advise with Owner, act as Owner's representative at the Project site, issue all instructians of Owner to the construction contractors that do not conflict with good engineering practice, and prepare routine change orders as required. 5. Engineer will receive, review and recommend payment for all progress payments to contractors and vendors on the Praject based an his on-site observations as an experienced and qualified design professional and on his review of the applications for payrnent, advise the Owner af any apparent discrepancies in the amount requested by the contractors or vendors. 6. Conduct, in company with Owner's representative, a fnal review of the Project for conformance with the design concept of the Project and general compliance with the plans, specifications, and construction contract documents, and recommend in writing final payment to the Cantractor(s). Page 2 C:1Users12211725\Desktop\RFQ 5768 Hickory Creek [3asin Dentention Facility\Contract 5768.Hickory Creek Peak Flow Detention Facility Design.7,06. I S.doc 7. Furnish Owner, a set of record prints of drawings and addendum drawings shawing thase changes made during the construction period, based upon the marked up prints, drawings, and otller data furnished by the Cantractor to Engineer and which Engineer considers to be signifcant. Additional Obligations provided by the OWNER Owner shall furnish, at Owner's expense, all information, reports, data, surveys and instructions available to Owner and reyuired by Engineer to perform this Agreement, including but not necessarily limited ta the fallowing: A. All information concerning Owner's requirements for the Project; 1. Topographical and Boundary surveys 2. Texas Accessibility Standard Plan Review and Post-construction Inspection 3. Construction Observation and Materials Testing B. All reasonably available information pertinent to the site of the Praject including all previous repor�s, construction documents, and any other data relative to design ar construction of the Project; C. Owner's written decision, within a reasonable time, on matters presented ta Owner by Engineer that require a decision from the Owner, so as not to delay work by the Enginear; D. Any previaus geotechnical reports on the Project site. Engineer may use such infarmatian, requirements, reports, data, surveys and instructions in performing his services and is entitled to rely upon the accuracy and completeness thereaf. E. Owner shall make all necessary provisions for Engineer to lawfully enter upon city property as required for Engineer to perform his work under this Agreement. Owner shall obtain all easements, right-of-way, and fee simple lands required for the construction of the Project and bear all costs incident thereto including surveying, abstracting, easement preparation and appraisals. F. If required, Owner shall provide advertisements to solicit bids or proposals on the Project, open the bids or proposals at the appointed time and place, and pay for all costs related to the bid/proposal process. G. Owner sha[l designate in writing, a person to act as Owner's representative with respect to the work ta be performed under this Agreement. The designated person shall have authority ta transmit instructions, receive information, a'td define Owner's positian regarding materials, equipment and systems pertaining to the Project and work to be performed under this Agreement. H. If Owner becames aware of any defect in the Project, then Owner shall promptly give the Engineer written natice of the defect. • I. Owner shall pay all fees imposed by local, State, or Federal regulatory agencies to review and approve of completed plans and specificatians requiring regulatory approval. ',!" C:1Users12211725\DesktoplRFQ 5768 Hickory Creek Basin Dentention Faciliry\Contract 5768.Hickory Creek Peak flow Detention Facility Design.7.OG.15.doc � 1 ' ' 1 : The Owner sha11 coxnpensate the Design Professional as follows: �, . � ,;, - ►. - � :. - - . �- ,. � - , , _ ,- . ,�_ , . � . � �-,. � � • :, - _ . . w � ••-�. •- � � - � # , , � _��,. '�'�—� �.�1�1 ��s��+��..�n� ��n��r�.�r��ae��n� �e�a�c��..�,: ---- :� Subta9k 101: cvicw Existin� Infor ation and e9i n asis Confir ation 8 918 ENGINEER will review informatian provided by the City related to the design of the Hickory Creek PFDF including, but not limited to: • Property Boundary Survey • Hickory Creek Interceptor Drawings • Special Use Permit • City of Dentan InfoWorks Model Outputs for the Design Storm(s) • Existing utility information including power supply, voltage, capacity, etc. • Radio Communication Survey • Relevant City of Denton Design Criteria Manuals and Development Code Requirements ENGINEER will review existing information and confirm that the necessary background information is available to proceed with the design. The ENGINEER will use the existing City of Denton InfoWorks model outputs to confirm the design criteria with a more detailed design evaluation of varying storm events, storage sizes and pumping rates. Scope Item Assumptions: • Boundary survey electronic files, datum information, etc. • Record drawing files will be provided in .PDF or .JPEG format • City will provide InfoWorks mod�l outputs required ta define the basis of design. Engineer assumes no liability for City's InfoWorks model outputs. Meetings; • 1 hour in meeting with City InfoWorks modeler to obtain/ run necessary storm scenarios Deliverables: • Data request letter transmitted electronically in PDF format. Estimated completian time: c�lober 3r. 2015 �,_- � C:lUsers�2211725\Desktop\RFQ 5768 Hickory Creek Basin Dentention Facility\Contract 5768.Hickory Creek Peak Flow Delention Facility Design.7.06.15.doc � btask 102: Geotechnical Investi�ation $23.897 ENGINEER will perform a site specific geotechnical investigation including caordination with the geatechnical investigation sub-consultant, review and analysis of the geotechnical investigation report, and summary of design requirements. Scope Item Assumptions: • A total of four (4) barings for one storage tank • A total of one (1) boing for the pump station facilities • A total of four (4) barings for the gravity wastewater pipeline alignments • A total of three (3) barings for the road paving; near the railroad for the asphalt road and two for the millings road to be constructed by the City. • Tree clearing required for geotechnical invescigation will be minimized and only performed for drill equipment access. Clearing debris will be left on site for City to pracess/dispose. City will be notified prior to any clearing. • A written report will be provided summarizing the geotechnical findings with all the required infarmation to the tank vendar for design of the proposed storage tank, including, but not limited to: o Foundation recommendations o Groundwater table canditions o Pipe trench bedding recommendations o Soil characteristics such as allowable bearing pressure, lateral earth pressure, subsurface soil profile, etc. o Seismic parameters All site activities will be coordinated with the Cily and in accardance with the City's agreements with adjacent praperty owners. Meetings: • None. Deliverables: • One electronic (.PDF format) and three (3) hard copies ofthe geotechnical investigation report, F..slimaled complelivn lime: Ocla6�r 31. Z01S �'�'l i�!i[II�3i:: CRT . . : � � , �, ENGINEER will perform preiiminary design calculatians to determine optimum pipeline sizes, pump station location a»d confirm operation philosophies for filling and draining the storage tanks. Alternative pipeline alignments will be evaluated to minimize enviranmental impacts cost effectively and identify any permit or mitigation requirements for an alignment alternative. Subtask activities will include: • Evaluating two alignment options for the gravity wastewater pipelines to and from the Hickory Creek Interceptor to the project site. • Performing hydraulic calcufations required to optimize pipeline size, minimum slopes, capacity (16,700 gpm, 24 MGD), wet well size, etc. Page 5 C:\Users12211725\Desklop\REQ 5768 Hickory Creek Basin Dentention Facility\Contract 5768.Hickory Creek Peak Flow Detention Facility design.7.06.15.doc • Developing a hydraulic profile for the selected alternative • Confirm operational philosophies with constant speed pumps and develop hydraulic calculations. VFD analysis is not included as part of this evaluation. • Evaluating tank draining operational philosophy and control method to align with Hickory Creek PS wet well level management • Investigating compliance requirements with the Endangered Species Act (ESA) requirements in the undeveloped floodplain and 200-ft riparian barrier • Investigating of US Army Corps of Engineers (USACE) design and permit requirements • Develop an AACE Class 4 Preliminary Opinion of Probable Construction Cost for the evalutttion of pipeline alignment alternatives and pump station sizing options evaluated. Assumptions: • City will provide control philosophy and operating data (flow, pump on/off frequency, level, etc.) of Hickory Creek LS in electronic form. • City will provide hydraulic profile of interceptor line connecting the proposed facilities and Hickory Creek LS. Meetings: • One 1-hour evaluation review meeting to present alternatives evaluated and summarize the preliminary recommendations Deliverables: • A summary of the evaluation will be delivered as part of the Subtask 105 Basis of Design Technical Memorandum. Estimated completion time: OclQber.�1. 2015' Subtask 104: Tank Cleanin,� Evaluation $ 9,314 ENGINEER will perform preliminary design calculations for the tank cleaning system requirements and methods for pump station cleaning. Alternative tank flushing water sources will be evaluated including rain water harvesting and potable water. Assumptions: • A nozzle based system will be designed. Wave flush technologies will not be evaluated as part of this project • Flushing water source will be evaluated including rain water harvesting and potable water • City will provide potable water supply pressure and flow information for the tie-in line at the Bent Creek Estates or the existing pipeline at Fort Worth Drive • City will provide relevant design storm information and inches of rainfall to determine feasibility of rain water harvesting • Develop a AAC� Class 4 Preliminary Opinion of Probable Construction Cost for the evaluation of alternatives Meetings: Page 6 C:\Users12211725\Desktop\RPQ 5768 Hickory Creek Basin Dentention FacilitylContract 5768.Hickory Creek Peak Flow Detention Facility Design.7.06. I S.doc • A 1-hour meeting; to present the �ndings ofthe evaluation and present a recommendation to the City. Deliverables: • A summary of the evaluatian will be delivered as part af the Subtask 105 Basis af Design Technical Memorandum. Es�limcrled cnmplelion time: ��toher�3i;,2n7�' 1 � :�� , � i ' 1 � ' "I ' 1 I � �� ' I1 I �:. � 1 I1: E�-3 ' ENGINEER will perfarm a preliminary desi�n of the siting and location of access roads, tanks, pump station, yard piping layaui and all related appurtenances. Analysis will deterrnine impacts to surrounding environmental resaurces such as encroachments to floodplain and stream buffer boundaries, as well as determine overall project footprint and the necessary regulatory permits required for environmental and construction campliance. In addition, a summary of each evaluation performed in previaus tasks will be included as part of the technical memorandum to document the design decisions. The memorandum will include basis of design summaries for each discipline based on the preliminary design activities. Subtask activities will include; Performing a cade review to determine permit, easement and regulatory requirements that impact the facility for impacted disciplines Preparing discipline design basis summaries that are to include the following areas: o General — Hydraulic profile and process flaw schematic o Civil — Site Work and Yard Piping ■ Investigation of site grading alternatives ■ Datermination of total project footprint and impact for the perfarmance of topographical survey ■ Compliance with TPDES General Permit for stormwater discharges during construction ■ Compliance with City of Denton Site Design and Drainage Design Criteria ■ Coardination with the Corp of Engineers on compliance requirements with the Endangered Species Act (ESA) requirements in the undevelopcd floodplain and 200-ft riparian barrier ■ Determination ofthe water line alignment fram the nearby Bent Creek Estates or Fort Worth Drive to the praject site ■ Coordination with the railroad easement owner or the City of Denton Parks Department (for Fort Worth I7rive pipeline option) ta determine permii . . . . o Structural requirements Determine Texas Department of Transportatioi� permit requirements for site access road (driveway permits, Right-of-Way) A preliminary site plan sl�awing preliminary location af above grade facilities, pipeline alignments and road way access, power easement, etc. A preliminary site grading and drainage plan showing revised site contours List af anticipated required project permits I''.�- C':9[Jsers�21Y725\[�eskto�s\[�F4Z S76$ llicEc�rry C:Peek ��i¢� C��n�e;nticr� F��cilityl�°ouatvaci 57�r$.F�{ic�tory C;re�k P��k Falce�rv C9ei�nAioo� 6"aciisty ➢3esi�n.'�.OG.15. doa 0 c Meetings: Foundation type and subgrade requirements for major facilities based on results ofthe geotechnical investigation ■ Basic scope assumes a reconstructed sub�rade with a concrete slab on grade. The detailed foundation design will be done by the storage tank manufacturer ■ Determination of viable tank manufacturers Mechanical ■ Basis of design foe the design storm, storage volume, pumps, pump station wet well, pipelines, acceptable manufacturers and equipment preferences ■ Preliminary plan and section of major facilities Electrical and Instrumentation ■ Site electrical requirements including incoming service, power distribution, backup power requirements, materials of construction, and identification of equipment manufacturers ■ Electrical facilities will be designed with a portable emergency generator connection, which would allow for a standby generator to be installed in the future ■ Preliminary control philosophy ■ City's power supply delivery plan and scope summary ■ Preliminary site lighting plan ■ Bottom half of the P&ID ■ Electrical one line diagram(s) • One, 2-hour meeting to review the draft technical memorandum and receive the City's review comments Deliverables: • One electronic (.PDF format) copy and five hard copies of the draft technical memorandum. • One electronic (.PDF forrnat) copy and five hard copies ofthe final technical memorandum. E,slimalcd conrpletion lirne: Oclober3l,'2015 Task 200: Detaiied llesiQn and Bid Phase Services Subtask 201: 50-Percent Desi�n $120,551 ENGINEER will perform the necessary design calculations, agency coordination, development of plans, specification development, manufacturer coordination and cost estimation in accordance with applicable Federal, State and local regulations in addition to the City's design standards. The level of detail will conform to industry standards for a 50% level design detailed below. Subtask activities will include: • Preparing the 50% design drawings which will contain the following in general: ■ General Sheets Page 8 C:1Users�2211725\Desktop\RCQ 5768 Hickory Creek I3asin Dentention Facility\Contract 5768.Hickory Creek Peak Flow Delention Facility Design.7.06. l5.doc � Civil — existing plan (identifies horizontal and vertical control information, existing easements, flood plain, flood way, setbacks and buffers, existing facilities, roads, etc.), existing grading, proposed facility plan, proposed site grading plan, proposed site paving plan, proposed yard piping plan, gravity and farce main plans and prafiles, site erosion and sediment control plan, starm water control plan and standard details. ■ Mechanical — facility plans and peimary sectians (storage tanks, pump station, adar canteol system, rain water harvesting system, etc.), and initial standard details ■ 5tructural— general notes, facility plans and primary sections, and standard details ■ Electrical — general notes, single line diagrams, proposed site plan, li�hting plan, power plan, electrical equipment elevatians and standard details ■ Instrumentation — symbols and diagrams, piping and instrumentatian diagrams, system block diagrams, and standard details • Prepare 50% technical specifications for all disciplines • Prepare AACE Class 1 Opinion of Probable Construction Costs based on 50% level design + Obtain standard front-end documents from the City and begin coardination with overall project • Canduct an internal milestane quality control review • Perfarm a 50% internal constructability review • Perform a 50% internal interdisciplinary coordination workshop • Review the 50% construction package with the client in a workshop format ta ohtain comments and feedback Meetings: • One, 2-hour 50% design submittal review and City comment workshop Del iverab les: • One electronic (.PDF format) copy and five hard capies of the 50% plans and specifications • One electronic (.PDF format) copy of the meeting minutes from the design review workshop, action item log and, client review comment log far the City's records Estimated completion time: ADr!/ 30. �2d16 Subtask 202: 90-Percent Desien ' ��! � ENGINEER will perform necessary design calculations, agency coordination, specification development, manufacturer caordination and cost estimation in accordance with applicable Federal, State and local regulatians in addition to the City's design standards. The level of detail will conform to industry standards for a 90% level design detailed below. Subtask activities will include • Incorporating City's 50% comments. • Preparing the 90% design drawings which comply with applicable Federal, State and local regulations and the City's Standards. All 50% drawings developed to a 90% design level. The content of the set in additian to 90% design includes: Page 9 C:\Users�2211725\Desklop\RFQ 576$ Hickory Creek Basin Dentention Facility\Contract 5768.Ffickory Creek Peak Flow Detention Facility Design.7.06.15.doc � Civil— additional erosion control measures, staking data, landscaping and temporary irrigation plans (if necessary), contractor staging area, laydown areas, and other pertinent praject specific details � Structural— facility sections, foundation schedules, special inspection reyuirements and project specific details � Mechanical — Develop additional mechanical design on 50% content to include, miscellaneous detail annotation, piping, valves, construction notes, sequence af work, elevations, etc. Additianal plans and sections will be added as necessary to clarify design intent. ■ Electrical — duct bank schedules, grounding plans, riser diagrams, control one line diagrams, conduit and wire schedules and project specifc details ■ Instrumentation — project specific details • Prepare 90% technical specifications for all disciplines including bidding and contract requirements and existing infrastructure tie in requirements. • Prepare AACE Class 1 Opinian of Probable Construction Costs based on 90% level design • Coordinate front-end documents from the City • Conduct an internal milestone quality control review • Perf`orm a 90% internal interdisciplinary coordination worksl�op • Review the 90% construction package with the client in a workshop format to obtain comments and feedback Meetings: • One, 2-hour 90% design submittal review workshop Deliverables: One electronic (.PDF format) copy and five hard copies of the 90% plans and specifications One electronic (.PDF format) copy of the meeting minutes fram the design review workshop, action item log and, client review comment log for the City's records Estimated completian time: �p1��1:�Q,42016 �ubtask 203: 100-Percent / Bid Se� Desi�n $28,063 BNGiNEER will develop bid ready construction documents set including drawings, technical specifications and an AACE Class 1 Opinion of Probable Constructian Cost estimate. Subtask activities will include: • Incorporating the City's 90% review comments. • Preparing the bid ready design drawings using the 90% documents • Prepare bid ready technical specifications for all disciplines including fnal bidding and contract requirements. • Prepare AACE Class 1 Opinion of Probable Construction Costs based on bid level design • Finalize front-end documents with the City Meetings; Page 10 C:1Users�2211725\Desktop\RFQ 5768 Hickory Crcek Basin Dentention Facility\Contract 5768.11ickory Creek Peak Flow Dctcntion Facility Design.7.06. I S.doc • None. Deliverables: • dne electronic (.PDF farmat) copy af full size and half size drawings C1ne hard copy of half size drawings and technical specification. The hard copy set will be submitted unbaund for easy reproduction by the City One electronic (.PDF format) capy of the action item log, and client review comment log and for the City's records Gs�imalc�d co�rrpleeian [ime: �vrir3b,-201b Subtask 204: Bid Phase "� � � The ENGINEER wil] provide bid phase services including attending the pre-bid meeting, answering contractor questians and inquiries through written addenda, reviewing the bid submissions and praviding any additional recommendatians required by the City. Assumptions: • The City will provide electronic and hard copy bid documents to alf interested bidders • The City will receive all questions and inquiries from contractors in writing and provide them to the ENGINEER for response. • ENGINEER will keep record on questions and inquiries ta be addressed from the pre-bid meeting • ENG[NEER will prepare all addenda and provide electronic copies for the City ta issue to bidders • ENGINEER will prepare the conformed documents after bid phase is completed. • ENGINEER will not provide hard copy hid set drawings or specification to bidders • ENGINEER will provide hard copy canformed set of half size and full size drawings and specifications ta the City unbound far easy reproduction by the City Meetings: • One, 1-hour pre-bid meeting. Deliverables: • One electronic copy (.PDF farmat} of each addenda required to address bidder inquiries and questions • One electronic copy (.PDF format) of ineeting minutes from the pre-bid meeting for the City's records • Canformed Drawings - one electronic capy (.PDF format), one full size hard copy, one half size hard copy and one hard copy of specifications; all unbaund for reproduction Estimated completian time: June�30;"s2��'6 ,.__ C:\Users�22117251Desktop\RFQ 5768 Hickory Creek Basin Dentention Facility\Contract 5768.Hickory Creek Peak i'low Detention Facility Design.7.06.1 S.doc � , I I �i '� 1l i� �� The ENGINEER will provide sixty-four (64) hours of design phase meeting services to the City of Denton, during the caurse of the design project. Estimated completion dime: Jpn¢:�.U, �ara �.. . . .. . . .. . �- . • - ,; .;.� ..� Upon receipt and review of the site geotechnical investigation the ENGINEER will determine whether a pile foundatian support system is required for the project. The pile foundation support system will alsa require the ENGINEER to provide a more detailed foundation system. Additianal subtask activities include: • Design of foundation support piles • Details for the foundation system • Three (3) structural sheets for the pile plan and foundation section and details • Coordination meeting with the contractor during construction prior to pile construction • Pile and foundation submittal reviews • Response to requests for informatian by the contractor specific to the pile plan and foundation details • Site visit and inspection by the ENGINEER during the pile construction Meetings: • One, one (1) hour meeting with the contractar during construction ta review pile construction • One, two (2) hour site visit for installation inspection Deliverables: • Three (3) additional structural sheets as part of the design package s 1 +1 1` " Engineer may furnish services in addition to the basic services listed in Exhibit A, if autharized in writing by Owner. Owner shall not be respansible far Engineering fees and costs for services in addition to the basic services listed in Exhibit A unless said additional services are pre-authorized in writing by Owner. Any requested Additional services shall be in accardance to the fee schedule detailed in Exhibit B, Engineer's Standard Hourly Rates. Additional Services may include the following: A. Material changes in the scope, size, complexity, or character of construction of the Project requested in writing by Owner. Material changes also include substantial changes to the project budget after the execution of design services has commenced, value engineering changes made necessary to bring the project cost within the budget allocated for the project; or enhancements desired by the awner; B. Revisions, elected by Owner after giving previous approval of studies, reports, design documents, drawings or specificatians. No additional fees shall be owed Engineer by Owner if the revision(s): Page 12 C:\Users�22117251Desktop\RFQ 5768 Hickory Creck Basin Dcntention Facility\Contract 5768,Hickory Ceeek Peak Flow Detention Pacility Design.7.06.15.doc I) is required by re�ulating authorities or to bring the design into compliance with any applicable statute, code, or ordinance, if such requirement, statute, code or ordinance was in effect at the time of the performance of engineer's design services, ar 2) is required as a result of Engineer's error or omission. C. Furnishing of additional copies (beyond the basic construction contract sets) of reports and additianal prints of drawings, specifications, and construction contract documents. Furnishing of reproducible mylars, films, sepias or other hard copy of the construction dacuments. D. Investigations ar reports involving details of operatian, maintenance, and overhead expenses; or the preparation of rate schedules, earnings and expense statements, feasibility studies, appraisals, and valuations; or detailed quantity surveys of material and labor; ar material audits or inventories required far certificatian of canstruction work completed. E. Additional or extended services during the constructian made necessary by (1) work damaged by fire, flood, wind, vandalism, acts of God, or other cause by canstruction, (2) prolongation of the construction cantract time by more than 25 percent through suspension of the work by the owner thraugh no fault of the engineer, (3) acceleration of work schedules involving services beyond normal working hours, (4) constructian contract default due to delinquency or insolvency of the construction contractor. F. The preparation af instruction manuals ar of operation and maintenance manuals beyond those furnished with fixtures and equipment incorporated into the Project as described in Exhibit 66 A 99. �� G. Additional time and expense necessitated by out-of-town travel required of the Engineer other than visits to the Project site and consultation in Owner's office. H. Time and expense when serving as expert witness or consulting with Owner regarding actual or potential litigatian concerning the Project. Provided however, Owner shall not be responsible for the cost of Engineer's time or expenses incurred by Engineer if a claim has been made against Engineer or Engineer is a party to the litigation. I. Services of a Resident Project Representatian (RPR) during the construction phase of the Praject. If requested in writing by Owner, one or more full-time RPR will be furnished and directed by Engineer in order to provide more extensive representation at the Project site during the construction phase. This paragraph, however, shall not restrict Owner fram employing other persons for the purpose of full or part time inspectian of the Praject. J. Preparation of boundary survey, plats, legal descriptions, or deeds; record search, abstracting of ownership or other related surveyor work. 2.3 IMBU LE E ENSES Reimbursable Expenses shall be a multiple af n/a times the expenses incurred by the Design Professional, the Design Prafessional's employees and cansultants in the interest of the Praject as defined in the General Conditions but not to exceed a tatal of $0 without the prior written appraval af the dwner. Page 13 C:\Users�22117251Desktop\RPQ 5768 Hickory Creek Basin Dentention Facility\Contract 5768.Hickory Creek Peak Flow Detention Facility Design.7.06.15.doc SECTION 3 ENTIRE AGREEMENT This Agreennent includes this executed agreement and the following documents all of which are attached hereto and made a part hereof by reference as if fully set forth herein: 1. City of Denton General Conditions to Agreement for Architectural or Engineering Services. 2. Exhibit A—The Design Professional's Scope of Services 3. Exhibit B— The Design Professional's Hourly Rate Sheet for Additional Services 4. Exhibit C— The Design Professional's Contract Documentation This Agreement is signed by the parties hereto effective as of the date first above written. ATTEST: ,T� � ` �i:� 6w^�1�� WALTERS, t�T"�""'� SECRETARY BY: �� "�� , � � �� . �� APPROVED AS TO LEGAL FORM: ANITA BURGESS, CITY ATTORNEY � ��„ µ �,""� �� °� � � � �� , � � BY ��"....."�°w.:: ..,�^"��'" ,.,,,�"'��^ "'�°'„� ��'°,Y,� '7 �,,,�� .�� . e.,.,� WITNESS: BY: � � � �„�� . � �, � � � c� � CITY OF 1�Fa� � �µ�➢�;�„� � .�...y� �. �n� � „ � w �' � �� , :. � � .... � BY � ��a�" ....... ,� � .,.m. . .._ ��^�%��al°�� C. C.��'�1��.�� CITY MANAGER I C�./i-: A1�iD SAWYER, P.C.. BY: �� "� � � ��^ ...�.�.� �. :. � ��C4��'dT)I��`��i"��SANA�t" � �:�;', PhD, PE Project Director — Vice President Page 14 C:1Users�2211725\UesktoplRFQ 5768 Hickory Creek Basin Dentention ['acility\Contract 5768.Hickory Creek Peak Plow Detention Facility Design.7.06.15.doc E, , , �, -; " ! �. 1�' �� , a , � r, . . �. . . �., � F�� r +r � ; �'� � � u � �, ! ,�� ' w,�,. � �,�M ' a, '1 i'� � 1!�4.�.: .,�1 1 F YM�. ,., � n'.1, # !. �� .; . � +.; A' f ';}: ; 1" �4 �.. f ' . ; « 1 ' 4��' � ,:.� �- �; ; . . .; � . A ,'�1' f:�f' ;Y 7 �:� � .T , � s�, 4 ,1��.. 4 1 r'! ' L�,/ �� ; n.� �1 . - * . . � rt-= i r� .. .� � � - �. � � � ; . �; . . ; 1 ' . � �^ 1 ;1 e 1 f . f } , M �.� 1 1 #i , M: � �� A � 0 4� �. A 4' 4 f; 'A � 'A��.� } 1 ,fl '1` 1 �� 1 l..�1 . A"��, �' i" � � ., �' � �#, . ,/ 1f "�1� 1y; fl Q►I�'TI�L� 2 SC'�T'� O�` 13ASIC. �EB��'IC�S 2.1 �ASIC S� '�IC IBE�°TN�� 7'he Destgn Professlon�l's �aslc Serv�c�s consist c�f d'ose descr�bed in S�ctians 2.2 throu�a 2.6 mCth�se C'rer�eral �orsdi4aons �d a`nclude wrdtltout Isrnifatioe� nonvt�f sirucharal, civfl, chazaic�i �nd e(ectrica( enganeererag services �'d any other er�gineerin� services n�cess• fo produce � cornpf �rad accear�t� s�t of C,onstnactfon I3ocurracn�, as descr'sbed by d reqtaired in S�cigon 2.4. The �asac S�rvices �nay be rsaodif�d by the Agre�en�n4. 2.2 �C k: A°I'IC �E3I�IV 1@ �SE 202.1 °I'h� l�esign ProFessional, iaa csmsult�fa�n wiUi the ��vr�er, shal( develop a w,rgtten progr�err for the Proj�ct @a asc�rtain Q7w�ser°s needs d 8o e blish 6he r�quir�rnents for the Proj�ct. 2a2,2 Th� Csesf�n Professionaf shaif provade � preHmiea�ry eval�atfon of the O�r°s pro , cons�treaution schediale �nd cor�st€uct�on bn�dget req�ire�nenLs, each a�r !e s a�fthe other, subject to the le�nilat�oras sel focth in Subsec,Rior� 5.2.1. 2.2,3 T`he Design Professqanal sh�ll r�viewv with the t�sw��r alterra�tiv� approaches ta design �d c�nstruction of8hc� Pmject. 2m2.4 �ased oro ihe �rautually �greesl�upon pra�gr , schedulc artd construction bud�et luiretnents, the E3esign Prof�ssioaa�l shalk prepare, Par �rypra�v�! by fhe i3wner, Schem�tic sagn [lacuments consisting of dr��wongs d er dasu ents il lustrating the sc�le aaid r�Batsonship mf Project cornponents. "�h� Scheen�t°rc l��a sh�lf cont�mpla[� cornpli�race vv[th all appG I� la�us, stafl�aYes, ordinarsces, codes d reguf�t'r��as. 2a2a5 The r3esign Professiona! shall subrn�t to the O er a prel�rr�ir� deta'rled est¢anade mFConstrsaction �osF baved ar� cu nt ar��, volume or oflher u�it ec'sts and whfch andicaQes the cast of etach wtegary vf rk invaslved ite car�strr�cting ehe Proje.ct d cslablishes an elapsed tAene factoe for the per�od of tsene t'roan the c�rss�ai�n�rraent 6c� the coanpl�t�on of canstraaction. 2.� ESI�N 1)�;i'�I,OP EtY'f 1°FIAaSE 2.�e1 �ased on the apprsrv� Schern�tac sggea [)ocurri ts d y adjusl a�t� authorszed by the t7wn�r ira th� prograerr�„ schedule a�r cons 6t�on budget, the Dcs��a Professional sh�lf prcpare far approv�l by the i�wr�er, i� Dev�lopenenQ Docurra�nts consist�ng of'dr�avvangs and other docu�rtents to fsc describe the siae and character oi'the ProJect as to architectw°a!, struct�aral, snech�ic�l and elecer�cal syst�rns, rnateraals and such crther elesnants as rnay be approprs�te, �rhich shal8 coss'ply evith all applscabl� I�ws, statutes, ordlnances, codes d��ulatior�s. iVofw�thstandpn� Q)wn�r's approv�l af th� docurnents, �esagra Professioesal rep ents ihat the [3ocuancr�ts txnd specifications will b� suffcient d�dequate to iulfll the pasrpases of the Peoj�ct. 2,3,2 Tfse il�sign Profcsssor�al sh�ll adv�sc 4hu C9 ur of y adfusErr��rais ts� thc prelirniea e�tirraate of �'onslruction Cost aea � fiarth�r �Qailed Stateenerit as descrlbed ie� Section 2,2.5. 2,4 C�IV�7' �1� ['ICD� �IJPv�EIV'f°S 1P AS� 2a4.1 �ased on ehe approvLd Design Developa�a�nl Docurracnts ae�d any further adjusdrnents fn v�e scop� or quality of the Project or in the constrta�iior� bud��l atathori by the �3wr�er, the Ds�si�n Prmfessional shall prepare, far approval by the C3v✓rser, Cons4rtaction I�ocursi�nts cansrstin� of Drawings d Sp�cific�tians sett�ng Parth in detaal reqd'irernents for lhe consirucuon e�f Bhe Projcct, �vhich shall camply wsth all applicabie laws, st�tutes, ordinaraces, s�odes ar�d r��ulations. 2<4a2 °I'he [�eslgn Professional shsll asssst 4he Owner �n �1�e prep�rati�n af tlg� necess bidding or pr�curem�nt info �tfon, b9dding or procueerr�ent forms, Eh� Cortdiflions of th� contract, and dhe fos-�n of Agr�anent between flhe C7�xner and contractor. 2.4,3 Tlre Des�gn Professeon�l shaf{ advisc th� O�tater of y �adjustareents lo peevious prelarroin estimates ofC;onstruction Cost �ndic�ted by ch�rtges in requirerrtents or gcttcr�l rnarket coraditions. 2a4m4 'Che I�esign Professional shall assist the CDwre�r ln connectio� wlth the C3vrner's r�spons�bifity fbr fling documents required far ih� approval oPgovernrnental autharitres having jtpresdiction over the I�roj�ct. 2,5 C�TY�'�'�IJCI'�i)TY (�ON7'CCl4('1' Plt��1112�iV11;1�1'T 2o5m1 Thc Desagn Profcss�anal, follo`vErog thc �wner's approv�l of'the �onsteuctios' Doci�e�scnts axad ofthe latest prefirninaey de8ailed estim�te ofConstructiors Cast, shaCl Assisl th� Own�r an procurin� a eonstnaction condr�aet for Yhe Projec[ through aray procurc;m�r�t enethod trsat is I�gally appl�cable to th� Project °rncfud�ng without �� I S C:1Ilsers12211725\F:�esktoplConteact 5768.FIickory Creek P�ak Flowt Deteretia�� facil�ly �es�gn 7.06,i5.doc / i4:: � } 4 . �,..� ..:� .'�.�4 " � .� , k M � ;� � . „� ;Y ♦��,:' l' r1 �' '"y' �.' / 1 '�4 " F,�.�, 'b 1 � / l...., ;.:�..., ,., � �, %. , � .. �� . � ,...� . . �. . . 1 � . 1 " , A n ./ �, 1.1�. �, 1 , � p„ # ,. „ 1 �.� # �,1 h':� M � A ', � r f; li 4� r..�. ,4' 1 � . �. �,:. , M , � ,1 � �� M :,�'. 1� ..M1 ! � My � � �...� . r � 1 � � � �I. 1 k.:` l f��r,� iF'li 1^ r7 W' # '��:,! # J 1 , f ..' ;r �' A . 1 1 #��f • • .... . 1 r Y ; q " 1 R; i:', wki ,f ` �M 1 ' 1's N '1 1 ,V', '� *E,I "M�^ a�.' ,M � ��, �: � R 1 ; i;M � f M ' * �� , 1 , A � . � ; .� , A.'�� ..'1 .':.f r y � . �,..: � , , ., r �,� , ... � , � . , %; ; 1 •.• � ; �. .,, .. 1 �', � /" f , Ys . .,� k l � I Y 4 =1"�: �#; . , il�# ' � ' fl :' i ' �I� Art # ^ ry Fa,� ��. 1� 1 1 ;f ��.1 � � fs' 4 , f' �� ° ' M � 1; . �': f, 4 4, '} , �, , y,.. , j ; -R�.�, 4 1 I'. 1 � �.1 ' ilA, � r'1 . � 4� . � ��,1 ,. 1 ,J.., 11 ' � ! } } ;r r � % ' � • f .%r 4 :' 1 i i.. f ^ �.'.: 1 .1 Y '" 1�.'� # . `1 . 1r A , ' 1 � 1 � 4 � , 4 ��' ♦ . •, ' �, ' " 5� ��,.I ,:'t 1 i �— M � � ; � , y �,� , y +� � �'�. �, i .� � �, .; w , � ,a , . , �,, ,, � , ,, �„ ��, �- y ,. . , . �. � �, � 4 ► " �� a ±,� �� w i � �� +; � �� ' l �, xr 1 n + �, r �. � � �+� -� � � � � � ��; 1 ! ' 1 �. 1 � # 1 � ,.k M � 1:��, ' A� ? 1 k'�� M � ,�4 1 ` `! 4 �i; '1 �.�. y��, w '�4 Y 4' ' I 'M i',� M" ►� � f i � .,, M '► 1 # ` � ' 9 .�i� M� i, R.:^�M NM ' 1 ► R; 1 - r ..* �.�.�, �, 1;�� ..I; 4�: ��f � ;� . 1 . ,�., � ►:-�. ' � 1' / e� / " � 1 '. �M ��4�, 1i �� 1' �� 1 1�� 1 1 i�I '1 4�. ��.M � r ! �.� ry " , M � �.�, ' '* , ' � } ,,:� ! F !F F .,'. . , �-,� % M - �. *, A.,. �, ' �• �' # ,�.�� r ! 1 �� F �I�i,� ,1 1',� . � ? ��.� *1 � .". f, 4 f .:��I# ♦ #' ' # 1� ' 1 lA �.:4 , � �':� 1 y , ; � � i�' � J� . r � � p f . ,1 ! � 1 1 , w 4 �i �' , Ir � �*'f i R'� '�,. �..�' i 1 1 "1 -1 � � , # ", .:y .�. # i '��, M 1 '.# '% '* f'� 1r� f�� , s r . , i '- � ,� 1 . �.. �, . � , . . .,.i1 I � } ,��. � ' � G . .' 4 / y ,, , * �. .�, 4 �:1 ' t�. f �. M �' .. �: d � ;! # r; �.�, . . ',. ��.�., ' rMl r , , � �.,� ., � ,:. w 1:;! r..,i� � .�, . �ag� 16 C:lUserst22i 1725\C3�skt�rp\�on4racQ 5768.FEickory Creek Peak Flow Detention f'acility Design 7.06.15.dac oPenat�rsa(s, sysf�rr's or �quipa�rent is required by Uie Contract C9ocurn�nts, the Design Professional shall be entifled to rely a�po�a s�ch ccc8ifcatia�i� to establaslt that 4he m�terials, systeens or equipment will an�el 4Bi� p�rfmrrn�nce crateria requfred by 9he Contraci 17ocumer�ts. 2,6,13 The L3es�gea Pr€�fessional shall prepare Change Orders �nd Constrtaction Ch ge D°arect�ves, va�th supporting docurra�n4stior� ��d data if deemed ne�ss�y by tt�e L7�sf� Prof�ssional �s pr�vided in 3rsbsectiot�s 3.t.1 ar�d 33.3, for Ihe CDwner's approva! �nd execut�an �n �ccord ce aveth Yhe Contr�ct [7acum�nts, and �nay �uthoraec minar ch�ngas in the �vork not invoiving an adjustrraer�t ir� the Contract Surra or CX2�RSIOCI 0�' kEie CO�flf�C6 �I'i[t�0 WFi9CFt F4Y� �10Y IIICOB�S9SC�tll 83Jlril lFt� 9PIf�[1( oPthe Ca`�4ract Dmcurraersts. 2.6,14 �n bchalf of the Owner, the �esig� Professio�al shail conduct �nspections to detcrrrsira� the dates of Subst t��l Car�pletion and Final Coenpletion, and if requ�sted by Ih� �wncr shall issue C�rt�fcates af Substantial arad Fln�l Cornpl�tiora. Th� I�esigr� I'roF�sseon�l awill receivc and rev[ew written gu tees d related docurraerats r�qu�red by Ui� Contr�ct far �orastraacdion to be asscmblcd by the CoarYe�ctor �rad shall issue a fiaoal cer�ifc�t� for P�yme�t aapon compf� cc with the requaremenis of 1h� ConYr�c4 Docurnenis. 2sd<15 °The �esa� Profess9oraal sh�ll �nterpr�t and prov�de recort�mendaiioers oea eriatters concert�eng per�`orrraae�ce of 4he Ciwner and Cantracfor under thc rcqu�r�r�ents oPihe Contract Docuanenfls on w�itten request of°either the Ows'er or Contractar. `I°he Desi� Professional°s response tas sueh r�quests shall be made �r�th reason�ble prompt�ress and wreehin �rsy lirne I��afts �gr capo�a. 2m6,16 Interprct�tions d decisions ofthe iksi�r Professional shall be co�sistent with lhe antent a@°and r�asmr�ably inferablc i�orra fhc �onQract �ocumenss and shall be in vdrltin� ar �n 9h� fo ofdr�w�n�s. er� rn�king such intceprctati�ns aeed �nieial d�cisitrons, fhe ign PraPessionaf shsll endeavor lo secur� P�ithful perftrernanc� by both Owner �nd �oniractor, and shall not b� li�ble for resa�lis or �nterpretations or decisaons so rendcr�d in good fai4h �ra accordance vdith all the pr�visions �f lhis Agr�ernent and in th� absence ofne�fig�nce. 2,6,77 'f�e Design �rofess�onal sh�l! rend�r 'tten decisoons wi&hln a reasor�able t�ene on �II clain's, disputes or other ratatters in quesiian b�twe�n the ner �d Con ctor relatdrag to the ex�cutEon ar progress of t�e avork as providcd en the Co�tract urnents. 2,6o1lR '�l�� 7�si Prafcss�onal ( I} shall render services under ihe tlgreeraient in aLCOrd�ce wath �e f?e � of C;(2} `mel! re�mburse the Owa'er fa�r all dam�ges �aus�d by the defect�ve designs 4hc egn Prmfess�anal prepares; ar�d (3) by �ckn�valedging payrnent by �h� �wracr of any f�es due, shall not be rcicascd Tror� y rights th� �wrser m�y h�ve under the Pagreernca�Y or dianinfsh any of ihc Dcsagn Profcssaonal's oblig�flians 9hereunder. 2m6,19 The •' Profession�l shall prav�de Uie Owner wath 9°our se4s c�f°rcprmducible prirats shtswing �Il sig�sifac t char��s to Qhe Coeas6ructiora flercur�t�nts da�rin� 9he Co ri�ctaon Phas�. A TICI,� 3 A 1TI�NAI, SE �ICTS �,t �� . �.1e1 T'�re serva�s d�scribed an i�is sale � ar� noi snclud�d ��s ��ac 3ervic�s unlcss so ideottified ia� the A ment or Propos�l, d 4hey shall h� paid Por by th� ner �.s provaded in the Agreesnent, in dit�on to the compensation for �asic Servi . T°he serv� d�scribed und�r Seclions 3.2 and 3.4 shall onfy be provid�f af aufhorazed or con� �d in �ra9in� by the Ciwncr. If scrv�ccs dcscribcd undcr Co�at�e�gent �4dditaon�l Serrv�ces � S��tiora 3.3 requi due to cercurns cc•s bcyond Bhe L3esigra Prmf�sslonal's control, the �sign Professaonal shall noBofy the r en �riiin� s6alf not cmrr�er�enc� such add°a8�onal services unttl �t rec�ives wririen �pproval irom the er eo prm��d. IPUr� C�vdner �ndlc�tes an wrieieag Uoat a!I or p of such Coeatengenl Addit�ana{ S a �re �aot r�qudred, the f�esi� Professfonal sh�Cl hav� no ob(igation to pr�v[dc ihose servec�s. Owner �rill be responsible tor compe�sating th� D�siga� Profes°�sonal fmr �on6iregenH PsddiNon�l Services anly �f fhey �re eacet r�qae�red dtie to Uee raegli��e�� s�r fault of wesig� Professsonal. 3,2 P�e .' E� �SC �►7"14�N El'�1V da31C �� YI�E� �,2m1 If nbr�re �xtens�ve represen[ataon �l the site than �s d�.scr�bed ir� �ubsecti€sr� 2.6.5 �s requir�d, ehe I�esigero d'rofesslonal shalfl provade srne a�e ntor� �roject Fiepr ntatives to �ssist fA� c in� out ssach CI4ii0it�I Ott°Slf� f�SP01134f7fI1tY�S. 3e2,2 Project R�pres�nfatives shall b� salect�d, e�pfoycd �d directcd by the C�esig� I'rofession�l, d ihe Design Prof�ssional sha�( be cornpensat�d therePmr as ugre�d by ehe ()wner and �esi� Prof�ss�onal. 3.3 C�1V1'IN�F;N'f �! I'I'L�NA[. 5� i�l� ' 3,3m1 14lakeeag m�tvrial revisaons �n Dravvangs, Specifcatians or other docum�nts �vh��r such reves�mns . 1. incons'ssteni with �pprovals or instructions previously �iver� by the Owner, eaacfudir�g revisions rnadc ne6essary by adjerstrnes�ts in thc � et's prog�° or 1'roject bud�ct, 2. required by Ih� ereactrnent or revision of codes, laws or regulatBons subsequent � ihe preparatsoe� of s�ch docurr�e�ts, or 3. duc to char�ges requieed as a result of dte Ovvz�ar's failure fo render decisian °sn � tirra�ly an r�er 3,3,2 Providir�g sertoi ° required becatase oPsigo�ificanF chang�s in Uae Projecfl includistg, hut no4 lionited to, size, qu�lity, compfexity, or Ute Owe�er's schedule, exc�pt for servaces r�quirec! ur�der Subsection 2.5.2. 3,3.3 Prcparing Dravwan�s, Specifications a��d othcr docidment�t�on arad support�ng d�t�, d pr�vid'ang other servic�s an connectson wsih Change Orders ar�d �anstruct�oe� Change Directives. 3.3m4 Provad�ng cae�sultation con�r�r�ng replacernent of work d�ged by fire or �t�r�r cause dur�ng constnaction, attd furnishing s�rvices required �n conn�ction with Yh� ruplacaanent mfl°such work. 3e3.5 Provideng servec�s made necessary by the default m4° th€ Contractor, by rna,jor detects or defic�encies in the work croP the CmnYractor, ar by Pailure of perf°ormcanc� �f eiih�r the Ovrner or Contractor und�r the Contr�ct for Constra�ction. pag� 17 �:tUserst2211725\�eskiopFConlr�c4 576�.Fifckoey Creck Pe�k F(ow Detentaor� I'acility Desagn.7.06,IS.doc a �a r _ ..��, � . : �� y , . � � �,� � � M � �� , 4 � ^�� s��.� .� .�. �. � , #;,. �, �a � � '� � � i�w � �' � �� '� i�� r � � K � � M ��,� „�� , � F' �� r, a, "�fi1 . � a'w1 � �i. ,r : - 'M �. :^� �� 1 t� # � R' ?��.� " M ��i ��,: � � f �. � 1i' ►, a ' �, � , . � . a �� i � � � � � + � �� a ' � - �M C: + � M a ��; ��a� � � �� I�l � i : � 1.. -�, 3,4e1 Providing financsaf feasibility or other specl�l studies. �a4e2 Providing pl�rsning sueveys, sif� evaivataons or compar�tive studies of prasspective sites. 3,4,3 Providing specsaf surveys, envirananeralal studics �nd submissio�s requir�d for approvals af goveenenental �uthor6ties or oth�rs h�v�ng jur'rsdicti�n over G�e Projeet. 3a4,4 Providing se�ices r�lative fo fu6ure facilitles, syst�rns d eqaaiprnend. �a4e5 Providing ser�+�ces to ie�vesti�ate eacist�n� condations �r f�cif�ties or to ee��ke me�.sured drawietgs thereof. 3,4,6 Pr�viding services to veri�gr fihe acce�r�cy of drawings or other ir�fo at�mn �iaen�shed by the i7wner. 3a4o7 Provadeng caordinaiion of coeasQr�ction perfo ed by sep t� contr�ctors or by th� Clevraer's mwra for and coordanatfon mf servic�s reqeasred �aa corancct�mn waUe constructic�n perforrr�ed a�id equipm�nt suppli�d by Ph� C�wner. 3,4m� Prov�ding detaol�d qu�tity s�rv�ys or iatventories ofrra�terial, eqiaAprnent d lab�r. 3,4e9 Provid'arag a�alyses of operating and rnainten c� costs. 3,4,10 Nl�king l�vesiigations, �nventorses ofmacerials or equiprn�nt, or v�luat�or�s and det�aled apprr�as�ls ofcx�s€an� f�cillties. 3a4,�2 I'rmviding �.ssis cc iea Phe ut6liza¢ion of �qiaipan�nt or syst�ms such �.s Y�sting, adjusfin� d balancsn�, prepara4ion of �peration d ma[ntcnanc� �naraaa�ls, CP$fIl{P9� �f5 nel for operation and rnainten ce d consultatiora durang oper�Yron. 3a4,13 f°roviding anfl�rioa des�� and sirreil�r servic,�s r�quired tor ar [ra cmratsection wath the seledtaon, procu ent or enst�6lation of fi�rraitc�rc, f�srreisherags artid rel�ted �qGipeneeat. 3,4m14 �r�viding servaces othee th us presvaded in 3�ction 2.6.4, aftcr �ssu e to the � er af the � i CertitiCate for PtayrneaaY d�xpiratioea of tlie �t✓ ty p�riod of Ut� Contract for Ccensteucteon. 3e4.�5 Providing services of consultanls for olh�r it`�ra archateclur�al, ueval, slru ra6, rn�hanecal d electric�l engia��riatg partioras mfffh� Projeci provided as a p of I$8S@C ��CYdG85. 3e�,16 Pra�v�d�ng y a�4hee servis,�s rrot �th�e�ise �racleeded in this A�reernent or not customaz�ly fumished ae� �ccord ce euith generally aceepfed •h�4e�taaaal practac�. 3a4,�7 I'rep�r�ng � set ofreproducibt� �cord drawang.s in edditeon co those required by S�bsect�on 2.6.19, shawing signific t chfuages in 4he �vvork rrsade durieag co�� stnact�oe� b�sed or� enarked-up prinLs, drawir�gs �nd other dafa fasmashed by t�� Cors ctor to the �ess� Profess�onal. 3.4>I� I'�c�twithstar`ding �nyPhing contaie�ed in 4he Agre�et�enY, Proposal or these �en�ral Condi6ions to �h� uvn4r , a!I servic�s descr�bed an l�s�s l�rticle 3 th�t �xe caused or raecessitated in whote or in parf due to the ne�ligent �ct or ornissaon of 4he I?esi� PeoPession�l shall be perforrned by 4he �esign Professia�nal as a part of the ��sic Servdces under the Agr�an�nl wich na add�tiar�af compensatior� above and beyond the comp�nsat�on due the Desi� Professian�l for the �as�c Servi , The iaat�rvaning or concurrent neglagen� of the Owner sh�ll nat lir�it tB�e I)esigr Professional's oblig�lions under this Subsection 3.4, i�. A 7'ICLE 4 � � "S It�S�DOt�'SIBILI°I'1ES 4,1 Th� Owner shalf consulY �v�d' the Desi�n Profcssian�A re�ardir7g requirernea�ts for Uie Project, inc(udirag (I) th� Qwnee's obj�ctives, (2} sch�dul� �nd desigYs constraints and crit�ri�, oncludin� space rec�ulrernents �nd relationsh'sps, 41�x1bil'acy, eacpendability, speciaf equiprrsent, syst�rr�s and site rcquirements, as mare speui� fcaily deserib�d in Subsect�on 2.2.1. 4a3 The ner shall establ�sh d upda[e ° overall bud�et for the 1'roj�cf, �nciudin� flhc Construction Cos, the n�r's other cos�s d reasaoiable uontingeneies rela[ed to all of these costs. 4,3 ICreques4�d by the Design Protessi�nal, the Ownee shall fiimash evid�nce that finanei�l ar�tu�gements have been made to fialfill the Ownur's obligations �nder th'ss Agreemerat. 4.4 °fhe b7weaer sh�ll designate a representat�v� �utraorized tv act on the �wner's b�helf wiih respect to the Project. "E°he (3wner or such at�thorized r�pres�ntative shall render decisions in a tlee�ely manner perCala�ing to docurxdents subm�tted by the �esign Protessian�l �n order to svosd unr�ason�ble d�lay in the arderly and sequential pro�ess of the I�esign Prof�ssional's services. �� C:\Userst2211725tDcsktopiContract 5768.13ickory Creek Pe�k Flo�v I3etention r�cility I?es�gn.7.06.15.doc r� � +; a �,-• r, a; k . �«a ,r �, �� a! �..- +� � M «-�x�� r, r; � � � , "' �1 . 1 . , . . . 4 � � , , f � N 4 1 � , ,. � , ; 1' la � A" � E M ! f Y; ,M � ;�.1 �l1 f ': 9' � M'� � Y' # ;4' ,'# � l�:� ' l � rlw .:R 1, �. w ! 'A �M:1 � ' 1 .�. �:. 4 :�.! I ,/�,.' 1 4 !-(1' ,"f �.'1 # 1i `. �i, , I P � / ! # ��: !�� ' tf M .s i,l # � ' ! f ! A � "! �k � 'A` r f � � :�#,' i' 3 '� A 1� F � ' 4 . Y:.. 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' , r ; 5 .., ... y;� � :.t:...' ; ' 1 : 1 ' � , � ..,,:,1 �� .�. � � ♦,t ^r, 't � ,� -i�,l, ,1.: f e f. ,.1,,.4�r �,�,�.. 1..,.; 1 i�t , t� l X, ) nr, 4" �i # ; w M:�'( i�.: +� � e, 1 #F� 1" l}' ��. A f '. Y F 1 f �' F a' ♦ / � l'. / 1' ! f ' �4.;� i 1 "4 . �,;�., 1 ! ' i"�, 1 !' Rt ��} , ? 4 ✓�� M �' 1 1 F ��.�� g C,\Users12211725\DesktoplContract 5768.F[ickary Cr�ek Peak Ploev Deter�tion F�cility Dcsigpa.7.06.15.doc r � � �, �, � , r� ,, ; - , M,,. �,: 1 .: A 4., ��, ♦ #, �.. 1� �"4 # ; ' iA" f � i�: ? ' k 1 "1 `� ��i r.' 1 ,1 �i�..' ,1f �... •," . % ! i , x ,,,. ,�, , 4 ... , � ,' � ., r .Ir � , , . .. � ,X�� . !, /,; � # 1�., „ . . .. � . �� r � # �i ♦ 1 i 4 1�." ' 1 i= � A�. 1 '.� ` -.�A, .� ;,��, , r ' i M :.14 � _ ► t; �� t-s�r ��o � ��, � y„ r, y �, ��. � M� " � ^ k �^�� ; s, � �, � �, � ., �, .. ,� f� r ♦ �+ , ^� � ^ , . �-r„ c� - � �� ,,;♦ � �" R,f" 1 ,i „l,,;�, 4 M ' k� ,n� .� � '�. 4 } k �'�.� M' M �:� - 1 /"i- � � r,� , , M , 1" 4 ' ! M : �' �.1 � 4 - s. ,.'A �. �„�, ,��,. ';'�.♦ ,#, ' # �� ..� � 'f � i ; �,s ., , } ,. }Q . , . . �' A�� # h 1 5 n - ?�'.' � :� ,r ` , t � - �,r w. , � , k , t 4 ; ; , �:� .p = r ' Ar ,� . �, . ,,�4 �:,� ', �r�. , ' � ^ F 1�:�.� Y r�. r ' - ��r.. 1, f'. 1♦ l A MI " 1 ". � .:A :�. � t ) �, �,., , '4 /; 1.', 1 �;1 .i�� "I; i �:� �, •,� � ., r�; t � . �- ' r �.� w �;�, � w � . i � �+ ♦� ;f,�. A 4:� V ,�'} ! 1 r'.�� ►, ! I i - i !�. 1" ..# ;f !� ' fi/ '" 1 � '/ : ' /" i F �� 1, � �- �;i" 1 i �� , 1 i4 "1 . g,2o1o1 Expens� oftrarasportataon En connection witi` the Pro,�ect; �xpee�ses an conn�ctic�n wiflh ai`thora��d out�of to trar+�ly Cong�dis ce communecatior�ss srad fc� paid f�r s�a�uring �pProva9 of aaatlrorides fsaving,gaar�sd�ctaon over the Prmjec[. �e2o1,2 �xp�nse erf reprodaactfoaas (�xcept reprmdu�tion of �he se�s of d�urnents refereea d in Subs��tian 2.6.19}, postage d h�ndlin� of CJrawings, Specdfc�tiar�s d ocher dociara�cnts. �,2e1�3 If author�zed in advi ce by the n�r, �xpense ot'oeer�irri� work requfeing higJ�er ch� regular r�tes. �o2mla4 �xpense �f rcnderings, rr�odels �ad mock�ups reqaa�sted by th� C.} er. �.2m1,5 Exp�nse mf coanput�r-��dcJ desi� dr��tirag �quep�a�nt tlrrae whcn usud Ira connecfion vviEh the Projecle A,2,I,G �th�r expenses that apprc�v�d ira advi ce ist writia�g by 61'e C3wat�r. �,3 1"Al' � S 9Jid AC'C�IJ i�I� aeSl(. Ska 9/IC`E3 ��,� F'ayrrecnts for �a.sic Servsces shal! be re�ade rnor�thly �d, evhvr� flppllcable, shall be in proporlion 4o services performed wt�thin �ch phas� of service, an 4he basis set foRh i'B Sectiora 2 of' th� �lgrcern�a�t d�t7e sched�al� ssf'wark. �,3.2 IP�d to thc ext�nt that the tame ir�atially �stabCished ir� th� t#�reerr�ent is ercc�ded or �xtended through no fault of thc C1�sig� Professional, corrapensation for any services rendered during Phe addilgonal p�riod oPiirrte shall be cornputed in 9h� manner set foflti 9n S�ctean 2 of the Agre�rnent. �,3,� When coenperos�iEon is b�,sed on � p�rceni�ge of Construcdon Cost and any portions of fhe Project ar� delet�d or �rther�vise raot uor�strucied, comp�nsatrmn f'or th�se portaons o[°ihe ProjecB shalC bt payabfle to the extent serv�ces ar� p�rt°o ed on ihose port�ons, fn accordanc� vvith ihc s�hcdulc scf forth in Section 2 ot trse Agrcerr�ent bes�°d on (1) flhe lowest bona fde bid or (2} �frso such 6id or propos�l is receiv�d, th� rrfost rec�rat prelerrai�ary eslimat� of�onstrcaction Cost or detailed estim�tc ofConstnection Cost for such portions of the I=roj�c4. �,4 �Al'lt'fl�l�'i'S �T� ACC'OIJN7' �F' �l�UI"�'IOt�ftL S�ltYIC:�3 R.4,1 Paya�rents mn account €�f the �ss� Pra�fesseonal's Addlt�o�sal Services se7d for Iteimbur�able �xpenses shalf be rnade mo�8hty wiPhin 30 d�ys afier thc presentation lu the n�r ot°the I7esign Professi�at�l's stacement of'services rendered or expens�s ir�curred. &m5 PAY [�1�'CS i�{I7'Iiii�C,� 1Vo ded�ctions sha(I be made �rom the I�csign Prof�ssional's comp�nsation on acco`�nt of°pen�lly, laqu�d�ted a4 �ges or nth�r surns wi¢hhcld Prom p�yments to contr�ctors, or on a aant of°the c�st ot ehartges �n (h� we�rk other 6han thase far vrhich th� ign Profess�on�( �s respoeosible. � � �o E�:tl)sers12211725\[}eskts�p\Ca�ntract 576�.Flickory Creek Yeak f'fow Detent�on F�cilaty Design.7.06.! S.doc �„ �, � � �. , � , �,i, ► � �r ' � i;� k,r M� +� �� i+ � �, , i � � ��, r r�,� �� r � � f }„ 1 Ir.:�� "M R � # �.a*. i. � � ' " : � � f ��, . � ��. 1 " � � � 1 � " � ' r. ° /1 ` ! 1 r.'� I ;, r 4. r . ' A�:. f f' f' Y i �� 1 ' 1� 1 1 ..: 1 A, + I! ^ f ! �' '. �'.. ii� F•�.! # E,' � y I !�kt i� 1 �C 1 #r , �, } # ► ! ` 4,:' ' 1 �' , ' � 4�'� f 'A'1 r1 is i�:; �f� �?A�T l 11 IS f . f ' } 1 1 J. 1 � i - . �{ . ., � � � � � . � ,. ?' !i A�TI�'I,F. 10 iid�[II�AI'd�E C3u�ing th� perfoemance of tlre 3crvices rs�ider ch� Agre�enent, D�s�gn Pr�fessiora�l shall rn�intain fhe following insurance with �n insur�ncc cornpany licensed or �uthorazed to do business in the Stal� of T�scas 6y the Stat� lnsurance Comrnisseon or any succcssor �gency t�at h�s a�ating with Ci�st l8atc Carriers of at Icast ara A� or above: lUal �omprehensive General L.sabiliiy Insurance with bodily �njury I�ereits of not less 8han $I,Od0,000 tor each occurren�� snd not less Yhan $2,000,000 in thc aggre��t€, �nd wi4h propeety dam�ge l�rnits ot'�rol I�ss than $100,000 far each occu�°enc� and not les� than $250,OU0 ir� Yhe aggregat�. ]0.2 �.utornobale L.iability Ir�suranc� wi¢h bodily inJury I�enats s�f not less than $500,000 for each p�rson and e�ot less thar� $500,060 f�r each eccid�nt, d with property damage l�mits of not Icss th�es $160,OQ0 for ea�h accident. 10.3 �orkea°'s C�rrtpensa4�on Insairance in accordance t�ith stadutory requir�en�nts, ar�d Erraployers' l,�abalety Insurancc wath lierai4s of nofl lcss [h�n $100,000 for each accadent i�scluding occupational d'aseas�. 1004 Profcssional l,�abflsty Insurancc �with lirnits of nat less than S 1,d00,OQ0 aeanu�l ��grcgaec. 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Arora Assistant Director of Wastewater Utilities City of Denton 901-A Texas Street Denton, TX 76209 Envfronmentel Enpineers & Sclentists 8350 North Central Expressway ' Suite 775 Dallas, TX 75206 (214) 382-5750 hazenandsawyer.com RE: Attachment A: Scope of Work - Design of Hickory Creek Peak Flow Detention Facility (RFQ 5768) Background and Project Overview The City of Denton (City) selected Hazen and Sawyer to design the Hickory Creek Peak Flow Detention Facility (PFDF). The peak flow detention facility will manage peak flows from the 5- year design storm event using 6 to 7-million gallons (MG) of storage along with a 24-million gallons per day (MGD) peak flow pump station to shave flows from the Hickory Creek Interceptor to the peak flow storage basins. The design effort includes the geotechnical investigations for foundatfon design, site plan for the proposed detention facility including the peak flow pump station and odor control system, SCADA system integration of the detention facility, drainage plan, conformance to City of Denton ESA requirements for installation of gravity sewer in the floodplain, conformance to Denton Development Code requirements as applicable, preparation of final plans and specifications for conducting the public procurement process for constn.�ction of the detention facility project, and construction management services as requested by the City. Hazen will include the following features with the conveyance system and storage basin designs: . Two new gravity sewe� pipelines sized in accordance with design, local, state and federal design requirements • One (1) manhole weir diversion structure (without screening) • One (1) new permanent vehicle access road at the project site including a concrete paved access point, asphalt road along the railroad to the new property line, and concrete paving with a vehicle turn around inside the fenced project site. Construction of the road from the asphalt section to the site shall be the responsibility of the City of Denton. The ENGINEER will provide survey, grading maps and civil design (storm water culverts and general grading) for direction, • One (1) 3-3.5 MG above ground covered pre-stressed concrete tank with pump in, gravity out configuration. Site layout will designate the location for a second 3-3.5 MG above ground tank to be designed and constructed at a later date. • One (1) 24 MGD pump station with non-clog submersible pumps, pump retrieval system, piping, valves and appurtenances. • Nozzle based flushing system for storage basin cleaning using either rain water or a potable water source. • Site lighting. . Ventilation and odor control for the storage tanks. • Storage basin flow monitoring (influent and effluent). • Electrical utility service to the storage facility site. Page 1 of 11 City of Denton Design of Hickory Creek Peak Flow Detentlon Facility �.::: � 1.. � �.�f... • Electrical equipment will be rated for outdoor use in place of housing it an electrical building. • Fencing around storage basins and pump station with a manual gate. Project Scope Task 100: Investigation and Preliminary Engineering Services ��„1��...mN��w�w��amw�f��rr,�l��c�ror��l��°��u_�a��t�� I��y��ITITlm��ap�� ;��fiww�r��,��c�nw ENGINEER will review information provided by the City related to the design of the Hickory Creek PFDF including, but not Ilmited to: • Property Boundary Survey • Hickory Creek Intenceptor Drawings • Special Use Permit • City of Denton InfoWorlcs Model Outputs for the Design StoRn(s) • Existing utility information including power supply, voltage, capacity, etc. • Radio Communication Survey • Relevant City of Denton Design Criteria Manuals and Development Code Requirements ENGINEER will review existing information and confirm that the necessary background information is available to proceed with the design. The ENGINEER will use the existing City of Denton InfoWorks model outputs to confirm the design criteria with a more detailed design evaluation of varying storm events, storage sizes�and pumping rates. •�: ., . ♦ ♦ • Boundary survey electronic files, datum information, etc. • Record dwawing files will be provided in .PDF or .JPEG format • City will provide InfoWorks model outputs required to define the basis of design. Engineer assumes no liability for City's InfoWorks model outputs. �� . 1 hour in meeting with City InfoWorks modeler to obtain/ run necessary storm scenarios i: : ., . Data request letter transmitted electronically in PDF format. Subtask 102: Geotechnical Investiqation ENGINEER will perform a site specific geotechnical investigation including coordination with the geotechnical investigation sub-consultant, review and analysis of the geotechnical investigation report, and summary of design requfrements. Scope of Work — June 8, 2015 Page 2 of 11 City of Denton Design of Hickory Creek Peak Flow Detention Facility +rc ' r . , � � r �� ;�� • A total of four (4) borings for one storage tank • A total of one (1) boing for the pump station facilities • A total of four (4) borings for the gravity wastewater pipeline alignments • A total of three (3) borings for the road paving; near the rallroad for the asphalt road and two for the millings road to be constructed by the City. • Tree clearing required for geotechnical investigation will be minimized and only performed for drill equipment access. Clearing debris will be left on site for City to process/dispose. Ciry will be notified prior to any clearing. • A written report will be provided summarizing the geotechnical findings with all the required information to the tank vendor for design of the proposed storage tank, including, but not limited to: o Foundation recommendations o Groundwater table conditions o Pipe trench bedding recommendations o Soil characteristics such as allowable bearing pressure, lateral earth pressure, subsurFace soil proffle, etc. o Seismic parameters •' All site activities will be coordinated with the City and in accordance with the City's agreements with adjacent property owners. � . None. I�Z:ifli�l7C:� • One electronic (.PDF format) and three (3) hard copies of the geotechnical investigation report. Subtask 103: Hvdraulic Evaluation ENGINEER wlll perform preliminary design calculations to determine optimum pipeline sizes, pump station location and confirm operation philosophies for filling and draining the storage tanks. Altemative pipeline alignments will be evaluated to minimize environmental impacts cost effectively and identify any permit or mitigation requirements for an alignment alternative. * . . . � � _�` • Evaluating two alignment options for the gravity wastewater pipelines to and from the Hickory Creek Interceptor to the project site. • Pe�Forming hydraulic calculations required to optimize pipeline size, minimum slopes, capacity (16,700 gpm, 24 MGD), wet well size, etc. . Developing a hydraulic profile for the selected alternative • Confirm operational philosophies with constant speed pumps and develop hydraulic calculations. VFD analysis is not included as part of this evaluation. . Evaluating tank draining operational philosophy and control method to align with Hickory Creek PS wet well level management Scope of Work — June 8, 2015 Page 3 of 11 City of Denton Design of Hickory Creek Peak Flow Detention Facility � 9��a �; . Investigating compliance requirements with the Endangered Species Act (ESA) requirements in the undeveloped floodplain and 200-ft riparian bar�ier • Investigating of US Army Corps of Engineers (USACE) design and permit requirements • Develop an AACE Class 4 Preliminary Opinion of Probable Construction Cost for the evaluation of pipeline alignment alternatives and pump station sizing options evaluated. � �� • City will provide control philosophy and operating data (flow, pump on/off frequency, level, etc.) of Hickory Creek LS in electronic form. • City will provide hydraulic profile of interceptor line connecting the proposed facilities and Hickory Creek LS. �� • One 1-hour evaluation review meeting to present alternatives evaluated and summarize the preliminary recommendations r- • . �, • A summary of the evaluation will be delivered as part of the Subtask 105 Basis of Design Technical Memorandum. Subtask 104: Tank Cleanina Evaluation ENGINEER will pe�fortn preliminary design calculations for the tank cleaning system requirements and methods for pump station cleaning. Alternative tank flushing water sources will be evaluated including rain water harvesting and potable water. . �. • A nozzle based system will be designed. Wave flush technologies will not be evaluated as part of this project • Flushing water source will be evaluated including �ain water harvesting and potable water • City will provide potable water supply pressure and flow i�ormation for the tie-in line at the Bent Creek Estates or the existing pipeline at Fort Worth Drive . City will provide relevant design sto�m information and inches of rainfall to determine feasibility of rain water harvesting • Develop a AACE Class 4 Preliminary Opinion of Probable Construction Cost for the evaluation of alternatives �,'.",;;,; >: • A 1-hour meeting; to present the findings of the evaluation and present a recommendation to the City. Scope of Work — June 8, 2015 Page 4 of 11 City of Denton Design of Hickory Creek Peak Flow Detention Facfllty i= - .. � 1 �f ` • A summary of the evaluation will be delivered as part of the Subtask 105 Basis of Design Technical Memorandum. Subtask 105: Basis of Desian Technical Memorandum ENGINEER will perform a preliminary design of the siting and location of access roads, tanks, pump station, yard piping layout and all related appurtenances. Analysis will determine impacts to surrounding environmental resources such as encroachments to floodplaln and stream buffer boundaries, as well as determine overall project footprint and the necessary regulatory permits required for environmental and construction compliance. In addition, a summary of each evaluation pertormed in previous tasks will be included as part of the technical memorandum to document the deslgn decisions. The memorandum will include basis of design summaries for each discipline based on the preliminary design activities. . , .. Performing a code review to determine permit, easement and regulatory requirements that impact the facility for impacted disciplines Preparing discipline design basis summaries that are to include the following areas: o General — Hydraulic profile and process flow schematic o Civil — Site Work and Yard Piping ■ Investigation of site grading alternatives ■ Determination of total project footprint and impact for the performance of topographical survey ■ Compliance with TPDES General Permit for stormwater discharges during construction ■ Compliance with City of Denton Site Design and Drainage Design Criteria ■ Coordination with the Corp of Engineers on compliance requirements with the Endangered Species Act (ESA) requirements in the undeveloped floodplain and 20aft riparian barrier ■ Determination of the water line alignment from the nearby Bent Creek Estates or Fort Worth Drive to the project site ■ Coordination with the wailroad easement owner or the City of Denton Parks Department (for Fort Worth Drive pipeline option) to determine permit requirements ■ Determine Texas Department of Transportation permit requirements for site access road (driveway permits, Right-of-Way) ■ A preliminary site plan showing preliminary location of above grade facilities, pipeline alignments and road way access, power easement, etc. ■ A preliminary site grading and drainage plan showing revised site contours ■ List of anticlpated required project pennits o Structural ■ Foundation type and subgrade requirements for major facilities based on results of the geotechnical investigation Scope of Work — June 8, 2015 Page 5 of 11 City of Denton Design of Hickory Creek Peak Flow Detention Facillty �� ' � 1� �" � �' '�� ■ Basic scope assumes a reconstructed subgrade with a concrete s{ab on grade. The detailed foundation design will be done by the storage tank manufacturer ■ Determination of viable tank manufacturers o Mechanical ■ Basis of design for the design storm, storage volume, pumps, pump station wet well, pipelines, acceptable manufacturers and equipment preferences • Preliminary plan and section of major facilities o Electrical and Instrumentatian ■ Site electrical requirements including incoming service, power distribution, backup power requirements, materials of construction, and identification of equipment manufacturers ■ Electrical facilities will be designed with a po�table emergency generator connection, which would allow for a standby generator to be installed in the future ■ Preliminary control philosophy ■ City's power supply delivery plan and scope summary ■ Preliminary site lighting plan ■ Bottom half of the P&ID ■ Electrical one line dfagram(s) • One, 2-hour meeting to review the draft technical memorandum and receive the City's review comments Deliverables: • One electronic (.PDF format) copy and five hard copies of the draft technical memorandum. • One electronic (.PDF format) copy and five harcl� copies of the final technical memorandum. Task 200: Detailed Design and Bid Phase Services Subtask 201: 50-Percent Desic�n ENGINEER will perform the necessary design calculations, agency coordination, development of plans, specification development, manufacturer coo�dination and cost estimation in accordance with applicable Federal, State and local regulations in addition to the City's design standards. The level of detail will conform to industry standards for a 50% level design detailed below. � .- • Preparing the 50% design drawings which will contain the following in general: • General Sheets • Civil — existing plan (identifies horizontal and vertical control information, existing easements, flood plain, flood way, setbacks and buffers, existing facilities, roads, etc.), existing grading, proposed facility plan, proposed site grading plan, proposed Scope of Work — June 8, 2015 Page 6 of 11 City of Denton Design of Hickory Creek Peak Flow Detention Facllity �f ! �I `' site paving plan, proposed yard piping plan, gravity and force main plans and profiles, site erosion and sediment control plan, storm water control plan and standard details. ■ Mechanical — facility plans and primary sections (storage tanks, pump station, odor control system, rain water harvesting system, etc.), and initial standard details • Structural— general notes, facility plans and primary sections, and standard details ■ Electrical — general notes, single line diagrams, proposed site plan, lighting plan, power plan, electrical equipment elevations and standard details • Instrumentatbn — symbols and diagrams, piping and instrumentation diagrams, system block diagrams, and standard details • Prepare 50% technical specifications for all disciplines . Prepare AACE Class 1 Opinion of Probable Construction Costs based on 50°/a level design • Obtain standard front-end documents from the City and begin coordination with overall project • Conduct an internal milestone quality control review . Perform a 50% intemal constructability review • Perform a 50% intemal interdisciplinary coordination workshop . Review the 50% construction package with the client in a workshop format to obtain comments and feedback � • One, 2-hour 50% design submittal review and City comment workshop �� ,.�- • One electronic (.PDF format) copy and five hard copies of the 50% plans and specifications • One electron� (.PDF format) copy of the meeting minutes from the design review workshop, action item log and, client review comment log for the City's records Subtask 202: 90-Percent Desian ENGINEER will pe�form necessary design calculations, agency coordination, specification development, manufacturer coordination and cost estimation in accordance with applicable Federal, State and local regulations in addition to the City's design standards. The level of detail will conform to industry standarcJs for a 90% level design detailed below. � . . -; • Incorporating City's 50% comments. . Preparing the 90% design drawings which comply with applicable Federal, State and local regulations and the City's Standards. All 50% drawings developed to a 90% design level. The content of the set in addition to 90% design includes: Scope of Work — June 8, 2015 Page 7 of 11 City of Denton Deslgn of Hfckory Creek Peak Flow Detentlon Facility , � , �; , > �,� • Civil— additional erosion control measures, staking data, landscaping and temporary ircigation plans (if necessary), contractor staging area, laydown areas, and other pertinent project specific details ■ Structural— facility sections, foundation schedules, special inspection requirements and project specific details � Mechanical — Develop additional mechanical design on 50% content to include, miscellaneous detail annotation, piping, valves, construction notes, sequence of work, elevations, etc. Additional plans and sections will be added as necessary to clarify design intent. • Electrical — duct bank schedules, grounding plans, riser diagrams, control one line diagrams, conduit and wire schedules and project specific details ■ Instrumentation — project specific details • Prepare 90% technical specifications for all disciplines including bidding and contract requirements and existing infrastructure tie in requfrements. • Prepare AACE Class 1 Opinion of Probable Construction Costs based on 90% level design • Coordinate front-end documents from the City • Conduct an intemal milestone quality control review • Perform a 90% internal interdisciplinary coordination workshop • Review the 90% construction package with the client in a workshop format to obtain comments and feedback '1.., ', • One, 2-hour 90% design submittal review workshop �- ; .+ ,. • One electronic (.PDF format) copy and five harcJ copies of the 90% plans and specifications • One electronic (.PDF format) copy of the meeting minutes from the design review workshop, action item log and, client review comment log for the City's records Subtask 203: 100-Percent / Bid Set ENGINEER will develop bid ready construction documents set including drawings, technical specifications and an AACE Class 1 Opinion of Probable Construction Cost estimate. . .- • Incorporating the City's 90% review comments. • Preparing the bid ready design drawings using the 90% documents • Prepare bid ready technical specifications for all disciplines including final bidding and contract requirements. Scope of Work — June 8, 2015 Page 8 of 11 City of Denton Design of Hickory Creek Peak Flow Detention Facility � I ' ' �I ` • Prepare AACE Class 1 Opinion of Probable Construction Costs based on bid level design • Finalize front-end documents with the City � • None. r: - .« • One electronic (.PDF format) copy of full size and half size drawings • One hard copy of half size drawings and technical specification. The hard copy set will be submitted unbound for easy reproduction by the City • One electronic (.PDF format) copy of the action item log, and client review comment log and for the City's records Subtask 204: Bid Phase The ENGINEER will provide bid phase services including attending the pre-bid meeting, answering contracto.r questions and inquiries through written addenda, reviewing the bid submissions and providing any additional recommendations r+equired by the City. � .. • The City will provide electronic and hard copy bid documents to all interested bidders • The City will receive all questions and inquiries from contractors in writing and provide them to the ENGINEER for response. • ENGINEER will keep record on questions and inquiries to be addressed from the pre-bid meeting . ENGINEER will prepare all addenda and provide electronic copies for the City to issue to bidders • ENGINEER will prepare the conformed documents after bid phase is completed. • ENGINEER will not provide hard copy bid set drawings or specffication to bidders . ENGINEER will provide harci copy conformed set of half size and full size drawings and specifications to the City unbound for easy reproduction by the City T— • One, 1-hour pre-bid meeting. �- � .. One electronic copy (.PDF format) of each addenda required to address bidder inquiries and questions One electronic copy (.PDF format) of ineeting minutes from the pre-bid meeting for the City's records Conformed Drawings - one electronic copy (.PDF format), one full size hard copy, one half size hard copy and one hard copy of specifications; all unbound for reproduction Scope of Work — June B, 2015 Page 9 of 11 City of Denton Design of Hickory Creek Peak Flow Detention Facility Task 200 Exemptions: 1 �� , � � In an effort to clearly define effo�ts that are not included in this scope or fee, Hazen has identified the following exemptions: • Changes to the design directives defined in the by the City of Denton which include: o Property location; o Size of the storage facility or pump statlon; and o Flows dive�ted from Hickory Creek Interceptor • Additional time that would be encountered due to stoppages/delays in the design process of over 9 months. • Hydraulic modeling of the flows contributing to the Hickory Creek Interceptor SSOs. • Flow monitoring in the existing sewer system or creek. • Mechanical ventilation (other than foul air exhaust) for the storage basin and pump station wet well. • Permanent standby generator at the Hickory Creek Site. (design will allow flexibility fo� a future permanent standby generator to be installed) • Screening or grinders at the storage facility or pump station. • Site buildings for electrical, operations, maintenance, etc. • Restroom facilities including sanitary waste and ventilation design and domestic water service and water heating for the site. • Clean up of contaminated materials • Advanced restoration features. • Pedestrian or vehicular bridges or wailroad crossing. • Alternative energy design including geothermal, solar panels, hydroelectric power, wind, etc. . Detailed site utilization studies (architectura! building placement). . Arc Flash Analysis (to be provided by contractor at construction completion based on . electrical system installed, specification provided to contractor for direction). • SCADA/PLC programming. • Front-end documents other than bid proposal, bid form, special provisions, and technical specifications. . Energy certification/commissioning- LEED, USGBC, Energy Star, Etc. . Building energy modeling repo�ts. • Utility cost modeling. . NTCOG and iSWM storm water requirements. . Access paving between the railroad and the storage tank site. Additional Task A1: Foundation Design with Piles (not included in fee) Upon receipt and review of the site geotechnical investigation the ENGINEER will determine whether a pile foundation support system is required for the project. The pile foundation support system will also require the ENGINEER to provide a more detailed foundation system. Additional subtask activities include: . Design of foundatlon support piles • Details for the foundation system . Three (3) structural sheets for the pile plan and foundatfon section and details Scope of Work — June 8, 2015 Page 10 of 11 City of Denton Design of Hickory Creek Peak Flow Detention Facility �,.; ' �. i�� :: � �..,. • Coordination meeting with the contractor during constructlon prior to plle constructfon • Pile and foundation submittal reviews . Response to requests for information by the contractor specific to the pile plan and foundation details • Site visit and inspection by the ENGINEER during the pile construction �� • One, one (1) hour meeting with the contractor during construction to review pile construction • One, two (2) hour site visit for installation inspection �- : .r. • Three (3) additional structural sheets as part of the design package Schedule The proposed project schedule is based on cumulative time for each task based on ENGINEER receipt of the Notice to Proceed. Project timeline assumes a one week review period for all deliverables and information / field verification requests to the City in house resources are returned within two weeks of request. Key project elements and associated timeline include the following: Scope of Work — June 8, 2015 Page 11 of 11 �; 1 � ' �� i� 1�4�� I 1 I � i� � � � , � , � ,.r � � � ' � . � � � , • � � ATTACHMENT B LABOR CATEGORY RATES CITY OF DENTON HICKORY CREEK PEAK FLOW DETENTION FACILITY DESIGN SERVICES I. Labor Category Rate Labor Cateqorv Rate as presented in the rate schedule table below is the rate for each labor category pertorming the work and includes all direct salaries, overhead, and profit for this project. 1 � � � # 1 ,I � ' 1 � .� � �•�; �, , � � i ' ' , I I ('ll l ��i i,�� . �� (1 � � � ,��% �/�o/I�/'6/� i l//o� %%,/ � �, �i . � Clty of Denton Purchaslnp 901-8 Texas St. Denton, TX 79208 Phone: (940) 34B-T1D0 Fax: (940) 348-7302 www.dentonourchesf na, com Substitute W-9 Form The IRS requiree all vendors to complete a W-9 Fortn. The infonnatlon on thla form must be filled out, aigned and aubmitted by a vendor representative. All information must be completed before a purchase order or payment will be iesued. m zenmand Saw�!erwww _mm ame as shown on your Income tax retum: Ha w m. ,,, wwyN, �_ eOe oµ� __, �.�.._ . .._ �. . 13-2904852 TaxIDlSocialSecurlty�: __ ...�...�.�_..�� ._. Under penaltlea of perjury, I certify that: 1. The number ehown on this form Is my correct taxtaxpeyer identlFcation �umber (or I am waiting for a number to be Issued to me), and 2. I am not aubject to backup withholding because (a) I am exempt from backup wltholdinp, or (b) I have not been notified by the Intemal Revenue Service (IRS) that I am subject to backup wRhholding ae a reault of faflur�e to report all interest or dividenda, or (c) the IRS has notlfled me that I am no longer aubJect to backup withholding, and 3. I am a US citizen or other U.S. person-for fededral tax purpoaes as defined at the bottom af thla page•. � ...._� �� .....�....�......� � �� Authorized �� E�� m. � �� .eee,,,,,. .. .e..w P�lnted I��.��.�.,.�,.�,�a.�, �..� . ... ......� .�,��..�.m�. �� Company Name: wHezen and Saw�rer�, PwC Contact Name; 8rendt M111er Address: 8350 North Central Expressway Suite 775 �� ro.�.��.��2�...�.�.�.�,��..,a�„�.�............� ��.�d�.V�l��ft�r9� I�� s� 6 ��e�� a��ll��re��..�. Individuall �� Sole ❑ CorporeUon � � Partnership Proprietor Musldeslpnale C or 9 � C Exempt 0 5 ��.,� ��,�..�..,... Email: bmiller hazenandsa er.com WebsRe: Phone Number: 214-382-5750 Fax Number: Llmited Other � Llablllty ❑ please specify: CorporaQon Buelnass Type Rsil E�taq Equlpmsnt RayalUe� (A-2) ❑ RsnlaULaaes (A7) � � RenW/le��e (A•6) ❑ � Madla.uHnl�h Cere (A-e) S�rvlces Only (A- Meroh�ndl�e• Merchendl�e 6 �� 7) ❑ Oood� Only (A-7) ❑ Servlcs� (A-7) ❑ �,eyal Flrtn/Atlomey (A•C) ....� .�..... � ......� .. ..,..�.�_.�.........� �. . �,� �� _,�.,.�o.�.� �,00.. .�....._.�. .... .,. � ....... � °o.,�... ,... .....�m o ....�� a. � ,,, ComullenVProf Procesda from Fae� (A-7) Real Estele �._��. .v � ,�,,,,.�e, .,.. Purchs�es (9) �.�� .�.,�� .�..m.m...._.�.�_.._��......._�,..� ��.��. ,.......,� �� ,�..� � Type of Orgenizatlon: 0 Minorky � Femele Owned ❑ Non Protit ❑ Historically Underutllized Owned � �.�_ .��- �.�.....�.......... . w,��w ��. ...�� w.,�,.�...,__�. �� w,..Businees � "Deflnition of a U.S. Person•For Federel Tax purposes, you are consldered a U.S. person if you are: (a) an indivldual who is a U.S. citizen or U.S. resident (b) a partnership, corporation, company, vr essoclafion created or organlzed In the United States or under the laws of the United States (c) en estate (other than a forefgn estate), or (d) e domestic trust (as deflned in Regulations Section 301.7701-7), COD Page 1 9/2312011 �,�,11�,9�,�N��,,,�!,�ii�;�!,R%'�,W,��,m,;�,�w,,,,�,�,�„��„��s�gr,��,,, �,�,qw�, �,�,,,m'�u,�oi;w,��, ��;�p�,�„ , ��.�,,,�,��!d','��;��„�nC��,�,,,�fi,�,��, ��",�mu��p�a��u�p U�a�o°a�� pu,��'.�� '�� !u° (�a��o��,�rcs� 8'��ou°��n �''qu°� �m'�fi�l �.., �o��awtt��: �� n ; �"u'�� r � ��N� �°d��u°. �... _ �.... �.._e..... .� � „�,°sP"��';�.�.M��,�',;,,,,�,��„��,�,........�,,,,,,,,,,,�,�,,,,,,,,,,,,,,,,,,� �":�r�� snro6u��Ul��n��o��9�� °�aum� �"�8�m��w ��i��d° �� .'� ��"�"�� °�� n��u��, �,,,,��I �� u�� or ��ur��,�� Smm��a�� 'm�� "�"'!1l,,,fl,,,��'��mM,m��dn,��°„�;�,�,��!��„�; A��"�� V��a��u��q°m�° � . .... ��u�� Q��u�� : �,�a�u��c ,��;��a��R� �',��a^�i� �D�m�u� � �� "�u°p��dV : ��q U �;�u�r��V' : ��U'�w�,�u�a�a ��w��,u��o- ��:,,�a� �aau�m��m�� PoWa��u�r Q��ma�o �d� ��' �,bviu��m�o� �� a�mwq��a�� IGm�m�m�o�iva�uu Wum��a ��u� ��w�u�0��a�� a�aum�a�� W�� °�� mua��Wm�aw°1�p� m�Ma��u�mw�r �ma c�W�� mauw�9�� I�'N�wam�a�u�m @w�� m°� � 0'�u�a� �ma��mmm w��.N��,��u�m �li�mn�m �a� �@' 4��uu�w4rM�m��B�n�� u� ��w�� 4�m ��IlI+�� rr��a�flku��af� ta��a�aaiH�� aw auuq�k �u� I�n c�� m�mw�8� ��om �AO� a�ffi' I��cu�� m��u �a��u� a�� ro°��m �m�uNll'�o� a�� 1I��°uvm�ur��r�� Q" ��a� �� unw�wu�mm,g ��urll,a�m� ��to�mm�r9'�°n�W�u� ��w�,��m�� 000000�� mmw ��oN�� m�a�� „e�m° �u��m�m�� W�m� �� ,,,,,,� II� �P��re�a�o° �w.� ��u° �P'��u'r�� d��rr� �a�M�n��o° �� .�� .<�� :°.b ��a,��u� '��;�u�a��n�� '5��u�na�mu�: �'�rr��r��'�� U�''��fl°a��u�6'�&V�,� Qnf�,�,�,��,�,�,��,�ll!,'�119fk},� ��w: ��a��m�Pm��Ho'u� �li�u^n��auma�, IP,"�aa�a�: ��NOmm��M�� oo � �� o�� m�oNN��o�m�«�� µ.µ �o�� o�� '�"�� QI•,��m nr" ��,��N�� .._ . _ ---- c �vrLicT F rNTE Es uESTi rt�vAr E- F c� Tliis a�rcp��-o� othcr��t�wu d�r��; busincss �vw11� I�w��wV �arv��rnmental r�►�taky� . ..�.. .. „w.� ., �. ,� ... .,., e� . .., �� .�_....�... ti�,;m.��. ...., � � or �w guesttonnaire reflects changes made to the law by H.B. ��1, �3�� Leg., �'��b�1a��' Session. This questionnoire is being filed in accordancc with ehapter 176 af the Local Government Code by a person who hss a business relationship as defined by Section 176,OO1(I-a) with a local governmental entity and the person meets requirements uoder Section 176.006(a}. By law this questionnaire must bc filed with the records administrator of the local government entity nat feter than the 7th business day aYter the date the person becomes aware of f�cts that require the statement to be filed. See Section [76.006, Local Govemment Code, A pe'•son commits an offcnse if tl�e person kttowingly violates Section 176.006, Looal Government Cade, An ofFense under this section is a Class C misdemennor. _.,,_ — _ ��._ �� Namc uf person who hns A busine�s rclationship with local govcrnmcntal cntily« � .. ,.,,,,, _, _ _ 2 � Check lhic box ifyou arc Pling an upJa�c to A prcviously I11eJ qucsfionnrirc. (T°h� I�aa+ ws:��tiaia�a� lhat y�a�N filc an aipdated compl�uf questlaiineiec wilh the appropriete filing authority nol IaleP Yltan tlie 7�" business d�y siter the a��tc llac urrr�i��h91� Nzle�N ��xr�aa9u,�a�H��wir� iud a��a�try�r �a�r�dhrru�w�u qq or NrcuLpaw�a eir�p4�. � ..... .. . ., � .... _ ... .. ._. � .., , .,...� 3� Nemc of locnl overnment olTiccrwith whom filer has on em In mcet ar busincsR rclstionshl � m g P Y h. Name of Officer 'i'his seclion, (itcm 3 induding sul�pnrts A, H, C& D}, must he complc4cd for each officei• with whom the filce lias an einployment or nther I�usi'ticss rclutionship as defined by Section 176,OO1(]-e), Local (3overermenl Code. Attech addltianal pnges to this I�arm CIQ as necesssry, A. Is lhe local govemment officcv ttamed in lhis scction recc9ving or likely tu receive laxable income, ulher llian invesltrtent inconte, from the filcr of lhc qucstionnaire? � � l�cs � �� Na B. Is Ute £ler of lhe queslionnairc r�ceiving or likely ta receivc loxablc inwmc, othcr than inveslment inconte, fron� or at the dircclion oTlhe locel govemmcnt of'ticer �ramad in this scclion AND lhc taxable income is not rcccived from Uic Incnl governmental enlity'1 � Yes � No C. Is lBtc filee oFtliis quasliomsai�•e employed by a cor}�oratiori oe other busfncss entily with re,specl to whiclr the locel govemment officer serves as an aff cer ar direclor, or holds an owncrship of ]0 perccnt or more'! 0 Ycs 0 No U. Uescribe each al'filiation or business rel�liaitship. �� I IIS1V8 YIU CUIII�BCI lIFIIIICFCSt t0 (�19CIOSC.� �� _ , . , .., _ ,,, ... 5 � N^ �' p a �_. , d��,+�ri,�p � Y •°� � b�. �,M1°u.�n�cra�w�ar'" � �,. _ . Sasa�nla�r� a�f p�fsc�� 9i��A�%� hu�i��a avall� m!� !",�� r�au��o��wa�hP cillily , .... , ...... _ ...... ..... .... �� u ��, __ _ Dute