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R2019-071 2019-03-04 RESOLUTION NO. R2019-71 A Resolution of the City Council of the City of Pearland,Texas,authorizing the City Manager or his designee to enter into a contract with CDM Smith, Inc., in the amount of$5,202,432.00,for final design services associated with Surface Water Plant Package No. 2. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain contract by and between the City of Pearland and CDM Smith, Inc., a copy of which is attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest a contract with CDM Smith, Inc. for preliminary design services associated with Surface Water Plant Package No. 2. PASSED, APPROVED and ADOPTED this the 4th day of March, A.D., 2019. TOM REID MAYOR ATTEST: \‘‘Q`•'R 44 4/Y�/, G LOS G R Y SE TARY APPROVED AS TO FORM: . ead----- DARRIN M. COKER CITY ATTORNEY Exhibit A R2019-71 CONTRACT FOR PROFESSIONAL SERVICES THIS CONTRACT is entered into upon final execution by and between the City of Pearland ("CITY") and CDM Smith Inc. ("CONSULTANT"). The CITY engages the CONSULTANT to perform professional services for a project known and described as Surface Water Plant("PROJECT"). (Project#WA1605) SECTION I - SERVICES OF THE CONSULTANT The CONSULTANT shall perform the following professional services to CITY standards and in accordance with the degree of care and skill that a professional in Texas would exercise under the same or similar circumstances: A. The CONSULTANT shall perform final design services. See Exhibit A, attached, for a detailed SCOPE OF WORK and PROJECT schedule.The PROJECT schedule shall be submitted in digital and hard copy form in the Microsoft Project for Windows format. B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost of the PROJECT. C. The CONSULTANT acknowledges that the CITY (through its employee handbook)considers the following to be misconduct that is grounds for termination of a CITY employee: Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the CITY. The CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY employee to engage in such misconduct. D. The CONSULTANT shall submit all final construction documents in both hard copy and electronic format. Plans shall be AutoCAD compatible and all other documents shall be Microsoft Office compatible. The software version used shall be compatible to current CITY standards. Other support documents, for example, structural calculations, drainage reports and geotechnical reports, shall be submitted in hard copy only. All Record Drawings electronic files shall be submitted to the CITY in TIF format. E. The CONSULTANT recognizes that all drawings, special provisions, field survey notes,reports,estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT shall be delivered to the CITY upon request, shall become subject to the Open Records Laws of this State. F. The CONSULTANT shall procure and maintain for the duration of this Agreement, insurance against claims for injuries to persons, damages to property, or any errors Design 1 of 6 D2.Revised 2018 and omissions relating to the performance of any work by the CONSULTANT, its agents, employees or subcontractors under this Agreement, as follows: (1) Workers' Compensation as required by law. (2) Professional Liability Insurance in an amount not less than $1,000,000 in the aggregate. (3) Comprehensive General Liability and Property Damage Insurance with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for each occurrence of damage to or destruction of property. (4) Comprehensive Automobile and Truck Liability Insurance covering owned, hired, and non-owned vehicles, with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for property damage. The CONSULTANT shall include the CITY as an additional insured under the policies, with the exception of the Professional Liability Insurance and Workers' Compensation. Certificates of Insurance and endorsements shall be furnished to the CITY before work commences. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled, and/or reduced in coverage or in limits ("Change in Coverage") except with prior written consent of the CITY and only after the CITY has been provided with written notice of such Change in Coverage, such notice to be sent to the CITY either by hand delivery to the City Manager or by certified mail,return receipt requested, and received by the City no fewer than thirty (30) days prior to the effective date of such Change in Coverage.Prior to commencing services under this CONTRACT,CONSULTANT shall furnish CITY with Certificates of Insurance, or formal endorsements as required by this CONTRACT,issued by CONSULTANT'S insurer(s), as evidence that policies providing the required coverage,conditions,and limits required by this CONTRACT are in full force and effect. G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and employees,harmless from any claim, loss,damage, suit, and liability of every kind for which CONSULTANT is legally liable, including all expenses of litigation, court costs, and attorney's fees, for injury to or death of any person, for damage to any property, or errors in design, any of which are caused by the negligent act or omission of the CONSULTANT,his officers,employees,agents, or subcontractors under this CONTRACT. H. All parties intend that the CONSULTANT, in performing services pursuant to this CONTRACT, shall act as an independent contractor and shall have control of its own work and the manner in which it is performed. The CONSULTANT is not to be considered an agent or employee of the CITY. Design 2 of 6 D2 Revised 2018 SECTION II-PERIOD OF SERVICE This CONTRACT will be binding upon execution and end December 31, 2023. SECTION III-CONSULTANT'S COMPENSATION A. The total compensation for the services performed shall not exceed the total noted in Section B. B. The CITY shall pay the CONSULTANT in installments based upon monthly progress reports and detailed invoices submitted by the CONSULTANT based upon the following: 1. Basic Services (Lump Sum) $4,358,698.00 2. Additional Services shall require independent and specific authorization and shall be billed as (Hourly Not to Exceed): $301,600.00 3. Additional Services shall require independent and specific authorization and shall be billed as (Lump Sum) $542,134.00 4. Construction Phase Services (Hourly Not to Exceed) 5. Reimbursable Expenses (Not to Exceed) 6. Total: $5,202,432.00 C. The CITY shall make payments to the CONSULTANT within thirty(30)days after receipt and approval of a detailed invoice. Invoices shall be submitted on a monthly basis. SECTION IV-THE CITY'S RESPONSIBILITIES A. The CITY shall designate a project manager during the term of this CONTRACT. The project manager has the authority to administer this CONTRACT and shall monitor compliance with all terms and conditions stated herein. All requests for information from or a decision by the CITY on any aspect of the work shall be directed to the project manager. B. The CITY shall review submittals by the CONSULTANT and provide prompt response to questions and rendering of decisions pertaining thereto, to minimize delay in the progress of the CONSULTANT'S work. The CITY will keep the CONSULTANT advised concerning the progress of the CITY'S review of the work. The CONSULTANT agrees that the CITY'S inspection,review, acceptance or approval of CONSULTANT'S work shall not relieve CONSULTANT'S responsibility for errors or omissions of the CONSULTANT or its sub- Design 3 of 6 D2 Revised 2018 consultant(s) or in any way affect the CONSULTANT'S status as an independent contractor of the CITY. SECTION V-TERMINATION A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason-- with or without cause--by delivering written notice to CONSULTANT personally or by certified mail at 11490 Westheimer Road, Suite 700, Houston, Texas 77077. Immediately after receiving such written notice, the CONSULTANT shall discontinue providing the services under this CONTRACT. B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT, entirely or partially completed, together with all unused materials supplied by the CITY on or before the 15th day following termination of the CONTRACT. C. In the event of such termination, the CONSULTANT shall be paid for services performed prior to receipt of the written notice of termination. The CITY shall make final payment within sixty(60) days after the CONSULTANT has delivered to the CITY a detailed invoice for services rendered and the documents or work product generated by the CONSULTANT under the CONTRACT. D. If the remuneration scheduled under this contract is based upon a fixed fee or definitely ascertainable sum,the portion of such sum payable shall be proportionate to the percentage of services completed by the CONSULTANT based upon the scope of work. E. In the event this CONTRACT is terminated, the CITY shall have the option of completing the work, or entering into a CONTRACT with another party for the completion of the work. F. If the CITY terminates this CONTRACT for cause and/or if the CONSULTANT breaches any provision of this CONTRACT, then the CITY shall have all rights and remedies in law and/or equity against CONSULTANT. Venue for any action or dispute arising out of or relating to this CONTRACT shall be in Brazoria County, Texas. The laws of the State of Texas shall govern the terms of this CONTRACT. The prevailing party in the action shall be entitled to recover its actual damages with interest, attorney's fees, costs and expenses incurred in connection with the dispute and/or action. CONSULTANT and CITY desire an expeditious means to resolve any disputes that may arise between under this CONTRACT. To accomplish this,the parties agree to mediation as follows: If a dispute arises out of or relates to this CONTRACT, or the breach thereof, and if the dispute cannot be settled through negotiation, then the parties agree first to try in good faith, and before pursuing any legal remedies, to settle the dispute by mediation of a third party who will be selected by agreement of the parties. Design 4 of 6 D2 Revised 2018 SECTION VI—ENTIRE AGREEMENT This CONTRACT represents the entire agreement between the CITY and the CONSULTANT and supersedes all prior negotiations, representations, or contracts, either written or oral. This CONTRACT may be amended only by written instrument signed by both parties. SECTION VII—COVENANT AGAINST CONTINGENT FEES The CONSULTANT affirms that he has not employed or retained any company or person, other than a bona fide employee working for the CONSULTANT to solicit or secure this CONTRACT, and that he has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of the CON TRACT. For breach or violation of this clause, the CITY may terminate this CONTRACT without liability,and in its discretion,may deduct from the CONTRACT price or consideration, or otherwise recover, the full amount of such fee, commission,percentage brokerage fee, gift, or contingent fee that has been paid. SECTION VIII- SUCCESSORS AND ASSIGNS This CONTRACT shall not be assignable except upon the written consent of the parties hereto. °AO & 4\t'PE* AND,TEXA DATE ,y CO ULTANT DATE Design 5 of 6 D2 Revised 2018 House Bill 89 Verification • I, ;j oN Vt.A.:), Eve__ (Person name), the undersigned representative (hereafter referred to as "Representative") of CTD—. Snit --r{_+ic . (company or business name, hereafter referred to as "Business Entity"), being an adult over the age of eighteen (18) years of age, after being duly sworn by the undersigned notary, do hereby depose and affirm the following: 1. That Representative is authorized to execute this verification on behalf of Business Entity; 2. That Business Entity does not boycott Israel and will not boycott Israel during the term of any contract that will be entered into between Business Entity and the City of Pearland; and 3. That Representative understands that the term "boycott Israel" is defined by Texas Government Code Section 2270.001 to mean refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli-controlled territory, but does not include an action made for ordinary business purposes. SIGN A URE OF REPRESENTATIVE SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, on this /1 day of 'Fc'bizial , 20 / ?. ,--._, 4IP 11111 • 1.,!".Y.11.;?...,,,$) BRANDON READYNotary Public Notary Public, State of Texas • Comm. Expires 09-16-2021 „ Notary ID 125436189 Design 6 of 6 D2 Revised 2018 1 CDM Smith 11490 Westheimer Road,Suite 700 Houston,Texas 77077 tel:713-423-7300 February 18, 2019 Mr.Skipper Jones City of Pearland Assistant Director Capital Projects Engineering and Capital Projects 3519 Liberty Drive Pearland,Texas 77581 Subject: Proposal-Professional Engineering Services for City of Pearland Surface Water Plant, Package 2 Phase 3 -Final Design DWSRF#62712 CDM Smith Inc. (CDM Smith) is pleased to submit this proposal to the City of Pearland to provide professional engineering services related to design of a new 10 MGD (nominal) with expandability to 20 MGD (nominal) surface water plant. Please find the attached Scope of Services which provides the detailed description of engineering and professional services for Phase 3- Final Design for the City of Pearland's surface water plant. Based on the attached scope of services,we propose to complete the work in the amount of $5,202,432 as show on the task breakdown sheet. Also,please find the attached anticipated completion schedule. We look forward to continuing work on this important project and appreciate the opportunity to serve the City of Pearland. If you have any questions or require additional information,please feel free to contact me at 713-203-6417. Sincerely, /44477 ---- -)‘:::4;1- Jason R.Venier,PE (PA) Client Service Leader/Associate CDM Smith Inc. A WATER+ENVIRONMENT+TRANSPORTATION+ENERGY+FACILITIES i " _ AMENDMENT 2 - FINAL DESIGN FOR PEARLAND SURFACE WATER PLANT PROJECT PROJECT#:WA1605 INTRODUCTION The following scope of work clarifies and describes the phases of work and associated project tasks to be performed and completed by the Engineer. Work includes engineering services associated with the design of the new Pearland Surface Water Plant(SWP). This overall project is broken into three packages.This scope of work only addresses Package 2-Surface Water Plant. • Package 1 -Pre-Sedimentation Basin and Raw Water Pump Station • Package 2-Surface Water Plant • Package 3-Ground Storage Tanks,High Service Pump Station,and Off-site Distribution System Improvements Stakeholders for this contract include: • CDM Smith Inc. and its teaming partners as"Engineer" • City of Pearland as"City" or"Owner" • Ardurra Group as"Owner's Representative" • Construction Manager-at-Risk(CMAR) is to be determined • Freese and Nichols as"Package 1 Consultant" • Stantec as"Package 3 Consultant" The new SWP facilities are scheduled to be placed into operation by January 2023 to meet projected water demands. The work is separated into the following five phases: Phase 1 -PROCESS EVALUATION AND DEVELOPMENT-Complete. Phase 2-PRELIMINARY DESIGN- Complete. Phase 3-FINAL DESIGN-Amendment 2. Phase 4-CONSTRUCTION SERVICES-Not included. Future task. Phase 5 -START-UP AND OPERATIONS-Not included. Future task. Phases 1 and 2 were completed under the original authorization and Phase 3-Final Design is described here as Amendment 2 to the Contract. Amendment 1 was a no-cost reallocation of funds from the bench testing task to provide additional survey services during Phase 2. Upon receipt of notice to proceed for Phase 3,Engineer shall perform final design,and prepare construction contract documents for the Package 2-Surface Water Plant facilities and provide coordination effort with the CMAR,who will prepare the guaranteed maximum price (GMP) for the Project. Construction services,startup and training services,and preparation of a multi- media operations manual for the new Pearland SWP are not included in this Phase 3 contract scope of work. Phases 4 and 5 services will be included in a future contract amendment. Pearland Surface Water Plant 1 Draft Scope of Work 02/11/2019 During Phases 1 and 2 of this project,the scope for the SWP was selected to include an initial production capacity of 10 million gallon per day (MGD)with future expansion of production capacity to 20 MGD on the current plant site configuration.The SWP will be located along the American Canal on the west side of Airline Road.The source water for the Pearland SWP will be the American Canal. Package 2 will consist of the following(Refer to Figure 1 Site Plan and Figure 2 Process Flow Diagram): Package 2 Design Scope: • The pretreatment system will include chemical coagulation with static mixers,three- stage flocculation basins,and sedimentation basins with plate settlers. Settled water will be transferred to the membrane building using membrane feed pumps. • Membrane filtration will be achieved using polymeric Microfiltration(MF) or Ultrafiltration(UF) membranes. This system includes membrane feed pumps,strainers, membrane filtration units,chemical cleaning systems,blowers,and other appurtenances. The membrane system facilities,except the membrane feed pumps,will be housed in a stand-alone building. • Chemical disinfection will be achieved through free chlorination. Liquid ammonium sulfate(LAS)will then be added to convert the disinfection residual to chloramines prior to storage. Chlorine dioxide will also be fed as a pre-oxidant. The Gas Chlorine and Chlorine Dioxide storage and feed equipment will be housed in a stand-alone building. • Chemical storage and feed facilities for coagulant, liquid ammonium sulfate (LAS) and caustic will include chemical feed pumps located in the Membrane Building and bulk storage tanks located outside of the Membrane Building beneath a canopy. • Granular activated carbon(GAC) adsorbers,located downstream of membrane filtration may be included to address taste and odor issues pending the results of the pilot study and flavor profile analyses conducted during Phase 1 and the 30% construction cost estimate to be provided by the selected CMAR. The design of the GAC adsorbers and associated chlorine contact tank and pump station will be included as an Additional Service during design,if authorized by the City. • An Operations Building will be designed on site that includes offices,control room, server room,janitorial space,break room,locker rooms and showers. • An electrical building will be designed for bringing power on site to supply power to Packages 1,2 and 3. A secondary power system will also be designed that includes diesel fuel storage and diesel generators rated for 100-percent plant operation. • The solids handling system will be comprised of a Return Flow Pump Station,Sanitary Lift Station,Gravity Thickener,Thickened Sludge Pumps, one Belt Filter Press (BFP), conveyors and a polymer feed system. The BFP and appurtenant items will be housed in a stand-alone Dewatering Building.If a Pre-Sedimentation Basin(PSB) is not included in the Package 1 design,a washwater recovery tank and pumps will need to be included with the Package 2 design. The design of the Washwater Recovery Tank and Pumps Pearland Surface Water Plant 2 Draft Scope of Work 02/11/2019 will be included as an Additional Service during design,if authorized by the City. • A Maintenance Building will be designed to house maintenance equipment,offices, restroom and area for equipment storage and repairs. This project will also include (for Package 2 site and facilities only):yard piping;plant roadways and sidewalks;site grading and drainage;landscaping;miscellaneous meter vaults and valve vaults;480V plant electrical;fire protection and sprinkler systems;and HVAC and plumbing. The project will also include items that apply to all three Packages,including: 1. Telephone system. 2. High voltage power supply system comprehensive for Package 1,2 and 3 at the SWP site. 3. Plant system architecture for full-plant SCADA system(PLCs,controls,instruments and P&IDs for Packages 1 and 3 are not included). 4. Drainage design will be developed for the plant site area north of Mustang Bayou only, but will consider all three packages.Package 1 and 3 consultants will be given elevations and tie-in points for their own packages for design.The stormwater detention basin to be located south of Mustang Bayou will be designed as part of Package 1 and is not included in this scope of work. Site fencing for all three Packages will be provided in Package 3 and is not included in this scope of work.Plant SCADA system programming and applications engineering will not be performed as part of this scope of work. Reference Figure 1 attached at the end of this scope to further details regarding scope definition between packages. SCOPE OF WORK The scope of work presented below describes the base level of services Phase 3 of this project. Phase 3 -Final Design Under Phase 3 of the project,Engineer will develop contract documents for bidding and construction of the SWP. The final design will be based on the work developed in Phases 1 and 2. Task 3.0- General Tasks Task 3.0.1 -Project Management. Engineer will update the written project work plan that outlines the project scope and establishes procedures and protocols for executing the project. The project work plan will include: the scope of work;schedule;organizational structure; communications plan;document management procedures;quality management procedures; outstanding issues and decision list;action item list;frozen issues list;and list of deliverables. A draft work plan will be issued at the project Kickoff Meeting for review and comment and reissued as a final copy upon incorporation of comments. Pearland Surface Water Plant 3 Draft Scope of Work 02/11/2019 Engineer will track the budget and schedule on a weekly basis and meet with the City's project manager as necessary to update the schedule,progress of work,and potential changes to the scope of work. Engineer will provide a project status report to the City with the monthly invoice. Engineer will provide a monthly M/WBE Report to the City documenting work performed by and payment to the M/WBE subconsultants. Deliverables: Electronic copies of the draft and final Revised Project Work Plan, monthly invoices and project status reports,and monthly M/WBE Reports. Task 3.0.2 -Kick Off and Monthly Project Meetings. Engineer will conduct an initial Kick Off Meeting with the City to introduce new project team members (if needed),review protocols and lines of communication,review project goals and objectives from Phases 1 and 3,gather all available documents pertinent to the assignment,and review the Project Work Plan, scope of work and schedule. Monthly Progress Meetings will be held during the project with the City staff,CMAR firm,and Owner's Representatives to discuss aspects of the project presently underway,project schedule, and upcoming issues. It is assumed that there will be 11 progress meetings. These meetings will generally be about four hours in duration. The appropriate Engineer team members shall attend the meetings to discuss pertinent issues,typically three to four people. Program Coordination Meetings will also be held on a monthly basis throughout the project. These meetings will include the other program packages,Owner's Representative,and/or the CMAR firm. It is assumed that there will be 11 program coordination meetings. CDM Smith will typically have one to two representatives in attendance. Deliverables: Meeting agenda and meeting summary for Kick Off Meeting and Package 2 Progress Meetings.Attendance only at Program Coordination Meetings. Task 3.0.3- Quality Assurance/Quality Control. The 60-percent complete plans and specifications will be submitted to the Engineer Technical Review Committee (TRC)for review. The TRC will be comprised of senior level engineers not specifically involved with the project. The review will include process and technical feasibility,constructability,discipline coordination,and plans and specification coordination. A one-day review meeting will be conducted to discuss the project and the associated TRC comments.The 90-percent complete plans and specifications will be submitted to technical specialists for a"red-yellow-green" quality check for coordination and constructability. Deliverables: TRC Comment Response Memoranda at 60-percent milestone. Task 3.0.4-Review Meetings. Review meetings with City staff will be conducted for the 60- percent and 90-percent complete plans and specifications. These meetings will be held approximately four weeks following submittal of the documents to provide time for review. Separate meetings will be conducted for the various project disciplines so that the appropriate staff are available. It is anticipated that four separate review meetings,approximately 4 hours Pearland Surface Water Plant 4 Draft Scope of Work 02/11/2019 each,will be conducted at both the 60% and 90% completion for a total of ten half-day meetings. In addition,CDM Smith will utilize virtual reality visualization to facilitate reviews of the 3D model for the Pre-treatment Structure,Membrane Building,Sludge Dewatering Building,and Chlorine Building at both 60% and 90%. Following their review,City staff and/or Owner's Representatives will provide written comments to Engineer. Engineer will provide written responses to these questions. Deliverables: Review Comment Response Memoranda at 60-percent and 90-percent Task 3.1 -Final Design In addition to the scope described above,a preliminary Drawing List was prepared for this project and is attached to this scope in Attachment 1. Task 3.1.1 -60-percent Plans and Specifications. The plans,opinion of probable construction cost,and specifications for the SWP will be completed to a 60-percent level and submitted to City for review and comment.Engineer will use City's project standard specifications (as supplied by the Owner's Representative) and modify as necessary to fit this Package. No Division 0 specifications are anticipated as the City is hiring a CMAR firm under a separate contract. The Owner's Representative shall return to the Engineer one set of consolidated comments (CMAR firm,Owner and Owner's Representative)within four weeks of submittal. This scope includes geotechnical design based on the recommendations of the PER only. Should alternate foundation types be requested to be evaluated,the costs for this evaluation will be reimbursed through the additional engineering services. The 60% review shall be defined and consist of the minimum level of completion by the following disciplines: • General/Standard Sheets-70% • Process Mechanical-70% • Civil-70% • Structural-60% • Architectural-60% • HVAC and Plumbing-50% • Instrumentation&Control-75% • Electrical-50% • Specifications-40% • Cost Estimate-60% • Sheet List-90% Deliverables: Five copies of half-size plans and specifications (60% Complete) and Electronic .PDF files. 60% opinion of probable construction cost(OPCC) and equipment data sheets for major equipment only. Owner's Representative shall supply an electronic file summarizing all comments from the impacted parties to be addressed during 90% design. ACAD files and electronic 3D models provided for CMAR use. Pearland Surface Water Plant 5 Draft Scope of Work 02/11/2019 Task 3.1.2-90%Plans and Specifications. The plans and specifications for the SWP will be completed to a 90-percent level and submitted to City for review and comment. The 90% review shall be defined and consist of the minimum level of completion by the following disciplines: • General/Standard Sheets-95% • Mechanical-95% • Civil-95% • Structural-90% • Architectural-90% • HVAC and Plumbing-90% • Instrumentation&Control-95% • Electrical-90% • Specifications-90% • Cost Estimate-90% • Sheet List-100% Deliverables: Five copies of half-size plans and specifications (60% Complete) and Electronic .PDF files,90% OPCC and equipment data sheets for major equipment only. Final Geotechnical Report. ACAD files and electronic 3D models provided for CMAR use. Task 3.1.3-Coordination with TCEQ and Texas Department of Licensing and Regulation (TDLR) Engineer will review and submit documents to be in compliance with Texas Commission on Environmental Quality(TCEQ)rules and regulations. Engineer will meet with TCEQ in Austin to review specific critical design items for the SWP to facilitate timely review and approval. A one-day trip is planned. Engineer will submit sealed and signed preliminary engineering report(PER) and supplemental addenda to reflect scope changes and 95-percent complete plans and specifications to TCEQ for review. Upon receipt of plan review comments,ENGINEER will respond in writing and make necessary changes to the contract documents and resubmit a 100- percent set of signed and sealed bid documents. Deliverables: Two hard copies to TCEQ for review and Response Letter to address comments. Engineer will include necessary provisions within the SWP design to be compliant with accessibility per the TDLR. Engineer will obtain the services of Registered Accessibility Specialist(RAS) and submit 95-percent plans and specifications to the RAS for review to obtain approval through the TDLR. Upon receipt of comments,Engineer will make appropriate changes in the contract documents to address requested changes. Deliverables: Two hard copies to RAS for review and Response Letter to address comments. Task 3.1.4-Final Plans and Specifications. The plans and specifications for the SWP will be finalized based on comments from City,CMAR and Owner's Representative. Engineer will seal Pearland Surface Water Plant 6 Draft Scope of Work 02/11/2019 and sign the completed documents. Engineer shall update plans and specifications with any final comments prior to finalizing for Construction. Plans and specifications will be provided as one set of documents and not in separate packages. The CMAR will be responsible for preparing the documents into separate procurement and construction packages for bidding the work. Deliverables: Five sets of final documents and Electronic .PDF files. Electronic copies of equipment data sheets for major equipment and ACAD files and electronic 3D models provided for CMAR use. ADDITIONAL ENGINEERING SERVICES These items are not part of the base engineering services and will begin only upon written authorization from the City of Pearland. Task 3.2 - CMAR Coordination During Design The ENGINEER shall provide services related to the CMAR project delivery during the Phase 3 -Final Design,when requested by Owner. These services may include such items as: • Attending additional coordination meetings • Participation in review meetings related to constructability or value engineering options that the CMAR requests review • Review of CMAR bid proposals • Other services related to the CMAR delivery These services do not include construction services. The services provided under this task will be paid for from an allowance to be used at the Owner's Discretion with agreed to scope and fee impact negotiated prior to use. Task 3.3 -Membrane Pre-Selection Membranes have been selected as part of the treatment process for the SWP. Three membrane manufacturers have successfully piloted the water supply and will be approved for settled water membrane treatment by TCEQ. Since each of these membrane manufacturers have different design criteria,including building size,auxiliary equipment requirements,chemical usage,and power requirements, one membrane system must be selected prior to completing the design of facilities. Therefore,an equipment pre-selection process will be required for the membrane system prior the design of the membrane facilities in Phase 3-Final Design. Task 3.3.1 -Prepare Pre-Selection Proposal Documents. Engineer will prepare technical specifications and associated drawings and figures necessary for the pre-selection of membrane elements and associated equipment to be provided for the SWP design. The front-end documents will be provided by others. The equipment specifications will be prepared as part of Task 3.1 of the Basic Services based on the results of membrane pilot testing conducted during Phase 2 of the project. The proposal documents will include requirements for capital costs, membrane replacement costs,warranty provisions,annual consumption of power and chemicals,and warranty provisions. Pearland Surface Water Plant 7 Draft Scope of Work 02/11/2019 Deliverables: Pre-selection Proposal Documents. An electronic copy of the draft and final package will be submitted of these documents for review. It is anticipated that bidding will be performed by the CMAR firm. Task 3.3.2 -Membrane Pre-Selection Process Assistance. Owner or CMAR firm will submit proposal documents to qualified equipment manufacturers. Two representatives of the ENGINEER will attend a pre-proposal meeting,prepare written responses to manufacturer's questions,prepare required addenda,and attend proposal opening. Deliverables: Pre-proposal meeting agenda,meeting summary and addenda to the documents. Task 3.3.3-Membrane System Pre-Selection Evaluation. Engineer will evaluate the received proposals and provide a recommendation of award for the pre-selection equipment. The evaluation may include capital and annual operating costs,present worth costs,and non- economic factors. Deliverables: Evaluation Spreadsheet Tabulation and Recommendation for Award. Electronic deliverables only. Task 3.4-Permitting Coordination Task 3.4.1 -Air Permitting for Diesel Generators Engineer will prepare necessary permit applications to obtain a Permit By Rule (PBR) (specifically under 30 TAC 106.511)for the Diesel Generators to be added on site to provide secondary power for the SWP. It is assumed that no dispersion modeling will be required.The permitting tasks are based on the current"moderate" ozone nonattainment area for the Houston-Galveston-Brazoria area. Deliverables: Draft and Final Electronic copies of the permit application. Owner is responsible for all permitting fees. Task 3.5 - GAC, Chlorine Contact Tank and Transfer Pump Station Additional Design Services Engineer will develop designs for the Granular Activated Carbon(GAC) Contactors, Chlorine Contact Tank,and Transfer Pump Station complete and suitable for bidding. The final design of these facilities is not included in the scope of work described in Section 3.1 above. This task will begin upon authorization from the Owner. These facilities will be included in the final design milestones described in Section 3.1 and not provided as a separate deliverable. Task 3.6 - Washwater Recovery Tank and Pumps Additional Design Services Engineer will develop design for the Washwater Recovery Tank and Pumps complete and suitable for bidding. The final design of these facilities is not included in the scope of work described in Section 3.1 above. This task will begin upon authorization from the Owner. These facilities will be included in the final design milestones described in Section 3.1 and not provided as a separate deliverable. Pearland Surface Water Plant 8 Draft Scope of Work 02/11/2019 Task 3.7- Geotechnical Engineering. Engineer will conduct supplemental geotechnical subsurface investigation to evaluate existing subsurface conditions at the site as impacted by the selected value engineering site plan. See Figure 3. A total of up to 6 soil test borings and one additional piezometer are anticipated to be performed at the locations of the proposed improvements.The test borings will be performed using vehicles suited to access the project site terrain(e.g. truck,ATV,tracked). The test borings are anticipated to be advanced using auger and wash-rotary drilling techniques.Soil samples are anticipated to be collected in the test borings continuously from the ground surface to 10 feet and at 5 foot intervals thereafter to the planned depth of boring. Collected soil samples from the test borings will be delivered to the geotechnical laboratory where selected samples will be subject to index and strength testing, as applicable.Upon completion of the subsurface investigation program,geotechnical boring logs and results from the geotechnical laboratory testing program will be prepared. The data will be incorporated into the Draft and Final Geotechnical Engineering Reports. Deliverables: Revised Draft and Final Geotechnical Report.The Draft Geotechnical Report will be provided at 60-percent design and the Final Geotechnical Report will be provided at 90-percent design. Task 3.8-Pilot Study and Design Coordination Carollo conducted the membrane pilot study during Phase 1 of the project and prepared the pilot study report for submittal to TCEQ for approval. During the final design phase of the project,Carollo will provide as-needed assistance to coordinate issues related to the SWP facility design and potential TCEQ comments and questions. This work will be performed on a time and materials basis and will only be performed after authorization from the City. Pearland Surface Water Plant 9 Draft Scope of Work 02/11/2019 BILLING INFORMATION The following table summarizes the billing terms for Phase 3 - Final Design Basic Services and Additional Engineering services as outlined above. Pearland Surface Water Treatment Plant Project Package 2 - Engineering Fee Summary and Billing Terms Project Phase Engineering Fee Billing Terms Phase 3- Final Design Basic Services $ 4,358,698 Lump Sum Additional Engineering Services (Tasks 3.2, 3.3, 3.4, 3.8) $ 301,600 HNTE1. Additional Engineering Services (Tasks 3.5, 3.6, 3.7) $ 542,134 Lump Sum Total2. $ 5,202,432 - 1. HNTE is hourly not to exceed allowing a 10-percent markup on direct costs and subcontractors, excluding Carollo Engineers, Inc. 2. Fee Detail is provided on Table 1 END OF SCOPE OF WORK Pearland Surface Water Plant 10 Draft Scope of Work 02/11/2019 W I W 1 © I W I lL 1 W A Figure 2 - Site Plan 1.. i Lenard: .Package 1 and 3 Scope -Package 2 Base Scope m .Package 2 Additional Services Scope Pubic-Access Paving • I I a, and Parking by Package 3 Ir / I� ! I KEY MAP 1 \ J a.� -- --- —- ad plammpa a F OM/Get • — MEDRE A�. . � W.wme, IIIIIIIIAf 0 - sue. , 411111%.1=1111111111 Cicimlckl.1 ' ' 1 rotihco'br4b",Fgendiey'...;r"":„,„,..,...,11400 w �s..Paving elld Parking _ �_ �� .., I Ifor Raw Water Intake `ti—� PPF""" -and Pump Station by I� I11r �, Package 1 I i I -_ •`—` % I) r m m 1 —4 II ,11 Sl AL Ai- Detention Detention Basin by Package 1 ` I\\\\\ I I �+ O « ..s. 1 % = a". „ m,,� 1111! :Iiii F [Z�-AND T II x A s p� \ II I j I1 Ii IY \ \ \ CITY OF PEARLAND,TEXAS lie__•t r {Package Interfaces ,. ... i 1 Raw water Ina from RWPS to Pre.Treatment Unit.Packs 1 and Package111114114111414L SURFACE WATER 1 Package z w1 coordinate raw wear pope tenter al area boundary. PLANT PROTECT I 2)Pre.oedant from Ch bone Bottling to RWPS.Package 1 and Package 2 will coordinate Chemical pipe location at the area boundary.Package2 wllbe res bb for chemicalmection Into the raw water Ira. \' PACKAGE2 ponci I ppe !3)Pbnl Potabb Water bop to RWPS.Package 1 end Package 2 wil coordinate pipe bcatlon at area boundary as shown.Package 2 wil provide backlbw preventer for any process water takeoffs required at the RWPS. e 4)Pumped[amply from RWPS to Laboratory.Package 1 and Package 2 ealcoordinate pipe Ovation at area boundary as shown- C toSI Sanitary lbws from RWPS to the Sanitary Lilt Station.Package 2 wil provide amanhob near the RWPS to pick up sanitary Ina.Packages I and 2 anIcoodinate ebvaeons in the manhob.The mew*be required if reagent based analyzers,bathrooms,sinks,or other sanitary sources are present at the RWPS. 16)Finished water from the Transfer Pump Station to OSTs.Package 3 wit provide a Tee in between the tanks.Package 2 will coordinate piping from the Tee into the tanks.This seism.that Package 2 is ebb to provide sufficient chbrine contact lime if T s the CCnot provided in the Phase 1 scope. SITE PLAN {7)LAS and CS from chemical acilbes to suppbmental disinfection point at the HSPS.Package r and Package 3 wilccordlnate chemicalpipe location at the area boundary.Package 3 wig be responsibly for chemicallnjaction into the finished water ppelne. {I 8)Preaeurizatl Sampb from MSPS to Laboratory.Package 2 and Package 3 w11 coordinate pipe bcellon al area boundary as shown. 9)Finahetl walerlrom HSPS to Pbm Poabb Water Loop.Parkage)elllprontle backlbw preventer at or near the area shown.Package2wlpbe responsibly for the on,web. wetar bop carting at the a fo r entlorrod baCkfbw prevanfar.to provide wale,.PackagesI aro 2.Package )wilprovbe aSecond b a ck, o �J c NCM as preventer and pbmbIng system that will be used to supply al poabb water needs within me HSPSNisilors center. DRAWN 10)Sanitary lbws from HSPS to the Sanitary Lift Station.Package 2 wit provide a manhole at the HSPS for sanitary Ibis.Packages 2 and 3 wit coodth inele ebvetiona in e manhob. Tv 8 SHEET,ADJUST SCA.. CIIECICE11)Ebonlcal and Iatmmentatbn wiring to/from Package 1.Package I wlllcoodlnate instrumentation and ebctrbal manhob bcations a1 or neer the area boundary. ocone. was wr oos an. 1 112)Ebctrealand Instrumenatonwiring to/from Package 3.Package 3will coordinate instrumentation manhobMationsatornear the area boundary.P km age2wilprovidetransfoarsfor power toHSPS inPackage 3. e 237140,1911 DRAWINGC-IA a c r e1EEr_M_ 30%SUBMITTAL-NOT FOR CONSTRUCTION lY 1 W U w I 0 1 0 I W 1 ® w OPTIONAL 2- PRE_ CL3(SEE -211—[D Process Flow Diagram ARE-0210W OXIDANT NOTE 3) '.COAGULANT MEMBRANE 0 0 0 — O NR SCOUR _ BLOWERS eLOW PRESSURE AMFRICI•A MEMBRANES NR 'ANA( cr „ Rw 117111177 © miu ►• 11 ./ STATIC STRAINERS RAW WATER MIXERS /,1�\ PUMP STATION RaC co-. yp I I m / \ ' THREE-STAGE SETiMENTARON MEMBRANE FLOCCUL ATORS FEED PUMPS -411— RS • MOW FROM SIIWNER KEY MAP S -4. BIN l O l WOW FROM MEMBRANE RACKS — — MEMBRANE — BACKWASH _ WASH WATER 0 'a MK^� °/'h°Y"'CM PUMPS RECOVERY BASIN TIE DOCUMENTS ARE FCR -- • NTIMREYNDNIEI I H F ' LJ SUiP NOT INTENDED FOR RAW SLUDGE ---.- -� ODrvBTRucl Drv.aOOrvc.CR SPUTTER BOX PEIAi PURPOSES Am MSIVA V WSW TE FIRE NO 111102 • DATE JUNE IS.2018 GRAM A TS THCKENER E' _DSL TS i i� I SUP lam) j. -I J THCKENED _ s L BELT FILTER SLUDGE PUMP RETURN FLOW afF-SITE ‹ FT PRESSES STATION PUMP STATION SAC CONTACTOR DEWATERED FEED PUMPS ( SLUDGE OISPDSAL GAC _.. CONTACTOR A..,i,:_.,s . c. V CLY (PRIMARY) — I PI /A I i A 1 SII I� '.. e(sECONOMY) OGAusnc eus �L.AS \ \ LAS t CORROSION 7 0 i I x A INHIBITOR 77 < tfr. 1 �. TO DISIAWUYCN I� 1 w MF \ SYSTEM `1 ( _� -� y ► HGH SERVICE FM CITY OF PEARLAND,TEXAS PUMP STATION GROUND STORAGE w - - (PACKAGE 3) TANK TRANSFER PUMPS 1- MF (PACKAGE 3) SURFACE WATER lima PLANT PROJECT . SANITARY FLAW CHLOMNE BW BACKWASH WATER PACKAGE 2 CHLORINE C SANITARY nT -4 FROM BUILDINGS CONTACT TANKS SEWER aa, DSL DEWATERED SLUDGE SANTARY FTR FILTRATE GENERAL UFT STATION FR FINISHED WATER GAC GRANULAR ACTIVATED CARBON GTW GAO TREATED WATER PROCESS FLOW SCHEMATIC LAS UOUID AMMONIUM SULFATE MF MEMBRANE FILTRATE HORS, PW POTABLE WATER RS RAW SLUDGE GEaGIEa YANAYANA I. CHEMICAL TYPES AND DOSING POINTS ARE FINALAM RETURN WATER DWAaN n PRELMINMY. CHEMICAL SELECTION ANO DOSING POINTS WILL BE BASED ON RW RAW WATERO< CN INOIROORWELL W OI BENCH AND PILOT TESTING. ARE 2TF. AWNNKLE. SUP SUPERNATANT RES SKS ADMIT KOBE 2. PACKAGES I MO 3 ARE NOT INCLUDED INSW NETTLED WATER APPROVED .1.0.1121M OIL 0ruwrvllq THIS SCOPE OF WORK. DATE. °PIT MIS 75 THICKENED SLUDGE P-1.A 3. OPTIONAL CHLORINE FEED POINT FOR ALGAE PROJECT NO Rv>R.u CONTROL WSW WASTE BACKWASH WATER _ RwRAccr, SHEET_a_ I 30%SUBMITTAL-NOT FOR CONSTRUCTION W. I V/ 1 © 1 w 1 0 I 0 I Figure 3- 4 Additional Boring Plan / 40'ROAD(Nor°PEN) NN ELECTRICAL �.I�'.j' rr(-----1 i BUILDING xy •e..°✓s TRANSFORMERS SCALE IN FEET RAW WATER INTAKE AND PUMP _A�- GENERATORS STAT/ON(PACKAGE 14 I PHASED FUEL STORAGE .. ` Pr' • .�.Ea,— PRE-TREATMENT �.ry xe� a PROCESS UNITS I ilMik I PHASES PRE-TREATMENT `\_\_ I \ • .�u,...a • PROCESS UMTS ►-. ' AEI MAP \ ` I. SANITARY LIFT -\�`�� \\ STATION LOCATION_ �� `` WATER LINE GULF CGA.ST EAIPIYIPRETEATMEST PHASE 1 !our _ _ (APPRDXIINTE) AMERICAN CAN_AL WATER AUTHORITY = -- -—-��- _ _ _ _L1 PROCESS UNITS •� .mow CHEMICAL BFP FEED PUMP STATION FACILITY _AIMIE _ •. P I �,�� '�`��_` x0 DE.NSTKIN DATE OWN CHI, -TH. �\\ _` -_ `` L AREA i1�® C� �_► ►_1®_®rtl (at' _co.,., " .' Q L-■•�i THESE DOCUMENTS ARE FOR \\ \_ ss. • \�: — '�i1� x1OTINTENDEDF°ARE INTENDED FOR EIDDIRD.OR GDM-tae i�==1J�=�lll' \/ AC (w n) .,•a.,, 1(27 cONSTRPERMIT TIRAMSES. \\ ` _ �'- p5 nl • I I ii i 1•' �� {NO B) / GAC CONTACTORS _ (25 M) PLANT �.c.OF 00 51 l GDM-2G5 �� '•i— �5a n) �� _ Ex°.sm] / ` � air,1. (1000) • ®{140111 CDM.203 Iom 17511) I AM Q»• 1 DATE 21.MS / 43 ` ..•••••••••..__\0 :` 160 ft) KING M ®sl_fr�! fL---- -1 N/GN SERVICE .sw,m /� • •, F UMPBU/LD/NG ��,_ 1\_, • .I.IE • ANO VI&TORB - = ILhw+..�raFows / \. CDM--/202 (1�� COM-201 E { I /PACKAGE JI I e .I C / \. 1]5 nl I MAINTENANCE(1ST FLOOR( I �' I (W n) /` AND SLUDGE DEWATERING I �_' . ® la )2ND FLOOR)BUILDING 1 (25 to v`► — iv_�,\ A PLART TOAD -- PROPOSED ULTIMATE EXTENT `` `` ` PNASEZ GRAVITY THICKENER RETURN FLOWism I / I r // OF DRAINAGE DISTRICT R.O.W. SOLIDS FLOW SPLITTER PUMP STATION II'''.40'11.)''' •'s•nI a P1-ASEI GRAVITY THICKENER w / Q�y� 1 4U fl) PHASE 2 GST 95 0 -'A \`Ti,`\ I /PACKAGE 31 T -� y 1 i �'� MEMBRANE(1ST FLOOR)AND \ -_/ '1,I .\ 41 `� OPERATIONS BUILDING(IND FLOOR) \ (PHASE 1 GST I I \I\I / \ \II ,--. Hr�r• PACKAGE JI - CHLORINE CONTACTOR \••••, T L I A { I I AND TRANSFER PUMP I --� Ggit10 STATION \ --- • •,T I GAS CHLORINE AND \\ I �f M CHLORINE DIOXIDE &I/111' 1. 1' 17' \ I III,A FACILITY �\ I" '" I�� I ., Li'' CITY OF PEARLAND,TEXAS •°"w°'P.P:.$"I C.� .@W L1.¢R E .wv..r TDP OF BINK TEL I!//� .1 - - SURFACE WATER STORMWATER PLANT PROJECT lini• A �, RE ro B JASIN I STET: PACKAGE 2 a - d L1o<jtl. Mill Y CrvBrsiTE VE SITE PLAN WITH BORING OVERLAY LEGEND •B.11 DESIGNA110N AND APPROXIMATE LOCATOR OF CDM-100 DESIGNATION ANO APPROXIMATE LOCATION OF DESIGNED A.0000Y PRENOUS BOREHOLE BY TEAAACON PREVIOUS BOREHOLE BY CEOTEST IMO CON SNRH eTAL Hari P •CDM-1 DESWNATON ANO APPROXIMATE LOCATOR OF ;,P2-I DESIGNATOR IMO APPROXIRATE LOCATION OF cxEBM 49 blE INC11 ON MOM. PREMOUS BOREHO E BY SEXIEST PIEZOMETERS PREMOUSLY INSTALLED BY GEOTEST ---- 4 EINCH ON NE ARxiWEO..__—_ WNR NO. — — RETARD OEl1NEAYON °A` JON"'"BORING EX.A PROJECT no ,• FILE rovEE CSPennon SHEETof- 30%SUBMITTAL-NOT FOR CONSTRUCTION ATTACHMENT A PEARLAND SURFACE WATER TREATMENT PLANT-PACKAGE 2 DESIGN DRAWING LIST RED-INDICATES SHEET WAS INCLUDED IN THE PER 30%DRAWINGS SHEET NO. DWG NO. DRAWING TITLE GENERAL 1 T-1 COVER 2 T-2 DRAWING INDEX GENERAL DRAWINGS-GENERAL 3 G-1 GENERAL CONSTRUCTION NOTES 4 G-2 OVERALL KEY MAP 5 G-4 GENERAL LEGEND AND ABBREVIATIONS GENERAL DRAWINGS-PROCESS 6 - WATER QUALITY REGULATIONS,AND TREATMENT GOALS DESIGN DATA-I 7 - WATER QUALITY REGULATIONS,AND TREATMENT GOALS DESIGN DATA-II 8 G-3 DRAWING STANDARDS,PROCESS LEGENDS AND ABBREVIATIONS 9 P-1 PROCESS FLOW SCHEMATIC 10 P-2 WATER/MASS BALANCE DIAGRAM 11 P-3 PROCESS FLOW DIAGRAM-1 OF 3 12 P-4 PROCESS FLOW DIAGRAM-2 OF 3 13 P-5 PROCESS FLOW DIAGRAM-3 OF 3 14 P-6 SAMPLE PUMP AND ANALYZER LOCATION SCHEMATIC 15 - SANITARY SEWER GRAVITY LINE AND FORCE MAIN PROCESS SCHEMATIC 16 P-7 LIQUID PROCESS-HYDRAULIC PROFILE I 17 P-8 LIQUID PROCESS-HYDRAULIC PROFILE II 18 P-9 RESIDUAL SOLIDS-HYDRAULIC PROFILE 19 - BLOCK FLOW DIAGRAM-CHEMICAL APPLICATION POINTS GENERAL DRAWINGS-CIVIL 20 - CIVIL LEGEND AND ABBREVIATIONS GENERAL DRAWINGS-MECHANICAL 21 G-5 EQUIPMENT ABBREVIATIONS AND NUMBERING SYSTEM 22 G-6 PIPE/VALVE LEGEND AND ABBREVIATIONS I 23 G-7 PIPE/VALVE LEGEND AND ABBREVIATIONS II 24 - PROCESS LEGEND AND ABBREVIATIONS 1 GENERAL DRAWINGS-STRUCTURAL 25 - STRUCTURAL NOTES I 26 - STRUCTURAL NOTES II 27 - STRUCTURAL NOTES III GENERAL DRAWINGS-ARCHITECTURAL 28 - GENERAL ARCHITECTURAL NOTES 29 - GENERAL ARCHITECTURAL SCHEDULES 30 - GENERAL ARCHITECTURAL SCHEDULES 31 - GENERAL ARCHITECTURAL SCHEDULES 32 - GENERAL ARCHITECTURAL INTERIOR MILLWORK SCHEDULES GENERAL DRAWINGS-HVAC/PLUMBING 33 - HVAC SYMBOLS,ABBREVIATIONS AND GENERAL NOTES 34 - PLUMBING SYMBOLS,ABBREVIATIOSN AND GENERAL NOTES GENERAL DRAWINGS-ELECTRICAL 35 G-8 ELECTRICAL LEGEND AND ABBREVIATIONS I 36 G-9 ELECTRICAL LEGEND AND ABBREVIATIONS II 37 - LIGHTING FIXTURE SCHEDULE GENERAL DRAWINGS-INSTRUMENTATION 38 G-10 INSTRUMENTATION LEGEND I 39 G-11 INSTRUMENTATION LEGEND II 40 - SCADA SYSTEM ARCHITECTURE DIAGRAM 41 - SECURITY SYSTEM ARCHITECTURE DIAGRAM 42 - VOIP SYSTEM ARCHITECTURE DIAGRAM 43 - SERVER ROOM LAYOUT 44 - CONTROL ROOM LAYOUT 45 - SERVER ROOM LAYOUT GENERAL DRAWINGS-FIRE PROTECTION 46 FIRE PROTECTION SYMBOLS,ABBREVIATIONS AND GENERAL NOTES SITEWORKS-CIVIL,YARD PIPING,SWPPP 47 - CIVIL CONSTRUCTION NOTES SHEET 1 OF 2 48 - CIVIL CONSTRUCTION NOTES SHEET 2 OF 2 49 - BOUNDARY AND TOPO SURVEY SHEET 1 OF 2 50 - BOUNDARY AND TOPO SURVEY SHEET 2 OF 2 51 C-1 EXISTING SITE PLAN 52 - CLEARING PLAN 53 - DEMOLITION PLAN 54 C-2 OVERALL SHEET INDEX 55 - SITE PLAN 56 - DIMENSION CONTROL PLAN I 57 - DIMENSION CONTROL PLAN II 58 C-3.1D GRADING AND DRAINAGE PLAN 59 C-3.1E GRADING AND DRAINAGE PLAN 60 C-3.1F GRADING AND DRAINAGE PLAN 61 C-3.2B GRADING AND DRAINAGE PLAN 62 C-3.2C GRADING AND DRAINAGE PLAN 63 C-3.2D GRADING AND DRAINAGE PLAN 64 C-3.2E GRADING AND DRAINAGE PLAN 65 C-3.2F GRADING AND DRAINAGE PLAN 66 C-4 WATER AND SANITARY SEWER LAYOUT 67 C-4.1D WATER AND SANITARY SEWER PLAN 68 C-4.1E WATER AND SANITARY SEWER PLAN 69 C-4.1F WATER AND SANITARY SEWER PLAN 70 C-4.2B WATER AND SANITARY SEWER PLAN 71 C-4.2C WATER AND SANITARY SEWER PLAN 72 C-4.2D WATER AND SANITARY SEWER PLAN 73 C-4.2E WATER AND SANITARY SEWER PLAN 74 C-4.2F WATER AND SANITARY SEWER PLAN 75 C-5 OVERALL STORM SEWER LAYOUT 76 - DRAINAGE AREA MAP 77 - DRAINAGE AREA CALCULATIONS 78 C-5.1D STORM SEWER PLAN 79 C-5.1E STORM SEWER PLAN 80 C-5.1F STORM SEWER PLAN 81 C-5.2B STORM SEWER PLAN 82 C-5.2C STORM SEWER PLAN 83 C-5.2D STORM SEWER PLAN 84 C-5.2E STORM SEWER PLAN 85 C-5.2F STORM SEWER PLAN 86 - BOX CULVERT DETAILS 87 C-6 PAVING AND JOINT LAYOUT 88 C-6.1D PAVING AND JOINT PLAN 89 C-6.1E PAVING AND JOINT PLAN 90 C-6.1F PAVING AND JOINT PLAN 91 C-6.2B PAVING AND JOINT PLAN 92 C-6.2C PAVING AND JOINT PLAN 93 C-6.2D PAVING AND JOINT PLAN 94 C-6.2E PAVING AND JOINT PLAN 95 C-6.2F PAVING AND JOINT PLAN 96 - CIVIL SIGNAGE PLAN 97 - DRIVEWAY STATION I 98 - DRIVEWAY STATION III 99 - DRIVEWAY STATION III 100 C-7 DETENTION BASIN LAYOUT 101 C-7.1 DETENTION BASIN SECTIONS I 102 C-7.2 DETENTION BASIN SECTIONS II 103 C-7.3 DETENTION BASIN STRUCTURE PLAN AND SECTION 104 C-8 YARD PIPING LAYOUT 105 C-8.1D YARD PIPING PLAN 106 C-8.1E YARD PIPING PLAN 107 C-8.2C YARD PIPING PLAN 108 C-8.2D YARD PIPING PLAN 109 C-8.2E YARD PIPING PLAN 110 - RAW WATER PIPING PROFILE 111 - MEMBRANE FILTRATE PIPING PROFILE 112 - FINISHED WATER PIPING PROFILE 113 - PROCESS DRAIN PIPING PROFILE 114 - POTABLE WATER,SANITARY SEWER,AND STORM SEWER PIPING PROFILE I 115 - POTABLE WATER,SANITARY SEWER,AND STORM SEWER PIPING PROFILE II 116 - POTABLE WATER,SANITARY SEWER,AND STORM SEWER PIPING PROFILE III 117 - POTABLE WATER,SANITARY SEWER,AND STORM SEWER PIPING PROFILE IV 118 - YARD PIPING DETAILS I 119 - YARD PIPING DETAILS II 120 - SWPPP OVERALL NORTH 121 - SWPPP OVERALL SOUTH 122 - SOIL BORING LOCATION PLAN SHEET 1 OF 2 123 - SOIL BORING LOCATION PLAN SHEET 2 OF 2 124 - SITE/CIVIL CONSTRUCTION DETAILS I 125 - SITE/CIVIL CONSTRUCTION DETAILS II 126 - SITE/CIVIL CONSTRUCTION DETAILS III 127 - SITE/CIVIL CONSTRUCTION DETAILS IV 128 - SITE/CIVIL CONSTRUCTION DETAILS V 129 - SITE/CIVIL CONSTRUCTION DETAILS VI SITEWORKS-LANDSCAPING PLAN 130 - LANDSCAPING PLAN 131 - LANDSCAPING ENLARGED PLAN 132 - LANDSCAPING ENLARGED PLAN 133 - LANDSCAPING ENLARGED PLAN 134 - LANDSCAPING ENLARGED PLAN 135 - LANDSCAPING ENLARGED PLAN 136 - LANDSCAPING ENLARGED PLAN 137 - LANDSCAPING ENLARGED PLAN 138 - LANDSCAPING ENLARGED PLAN 139 - LANDSCAPING DETAILS I 140 - LANDSCAPING DETAILS II 141 - LANDSCAPING DETAILS III SITEWORKS-ELECTRICAL 142 E-1 ELECTRICAL GENERAL NOTES 143 E-1.1 ELECTRICAL AREA CLASSIFICATION PLAN 144 E-2 ELECTRICAL OVERALL SITE PLAN 145 E-2.1C ELECTRICAL SITE PLAN 1 146 E2.1D ELECTRICAL SITE PLAN 2 147 E-2.1E ELECTRICAL SITE PLAN 3 148 E2.1F ELECTRICAL SITE PLAN 4 149 E2.2A ELECTRICAL SITE PLAN 5 150 E2.2B ELECTRICAL SITE PLAN 6 151 E2.2C ELECTRICAL SITE PLAN 7 152 E2.2D ELECTRICAL SITE PLAN 8 153 - ELECTRICAL SITE PLAN 9 154 - ELECTRICAL SITE PLAN 10 155 - ELECTRICAL SITE DETAILS 156 - DUCTBANK SECTION 1 157 - DUCTBANK SECTION 2 158 - DUCTBANK SECTION 3 159 - DUCTBANK SECTION 4 160 - DUCTBANK SECTION 5 161 - DUCTBANK SECTION 6 SITEWORKS-SECURITY 162 - SECURITY LEGEND 163 - SECURITY SITE PLAN 164 - ENLARGED SECURITY SITE PLAN 165 - ENLARGED SECURITY SITE PLAN 166 - ENLARGED SECURITY SITE PLAN 167 - ELNARGED SECUIRTY SITE PLAN 168 - MAIN BUILDING LEVEL 2 SECURITY FLOOR PLAN 169 - ACMS SCHEMATIC DIAGRAM 170 - SIS SCHEMATIC DIAGRAM 171 - SECURITY DETAILS 172 - SECURITY DETAILS STANDARD DETAILS-MECHANICAL 173 1 - STANDARD MECHANICAL DETAILS I 174 - ;STANDARD MECHANICAL DETAILS II 175 - STANDARD MECHANICAL DETAILS III 176 - STANDARD MECHANICAL DETAILS IV 177 - STANDARD MECHANICAL DETAILS V 178 - STANDARD MECHANICAL DETAILS VI 179 - STANDARD MECHANICAL DETAILS VII 180 - STANDARD MECHANICAL DETAILS VIII 181 - STANDARD MECHANICAL DETAILS IX 182 - STANDARD MECHANICAL DETAILS X 183 - STANDARD MECHANICAL DETAILS XI 184 - STANDARD MECHANICAL DETAILS XII 185 - STANDARD MECHANICAL DETAILS XIII 186 - STANDARD MECHANICAL DETAILS XIV 187 - STANDARD MECHANICAL DETAILS XV STANDARD DETAILS-INSTRUMENTATION 188 - INSTRUMENTATION SCHEDULES I 189 - INSTRUMENTATION SCHEDULES II 190 - STANDARD INSTRUMENTATION SCHEDULES I 191 - STANDARD INSTRUMENTATION SCHEDULES II 192 - STANDARD INSTRUMENTATION SCHEDULES III 193 - STANDARD INSTRUMENTATION SCHEDULES IV STANDARD DETAILS-STRUCTURAL 194 - STANDARD STRUCTURAL DETAILS I 195 - STANDARD STRUCTURAL DETAILS II 196 - STANDARD STRUCTURAL DETAILS III 197 - STANDARD STRUCTURAL DETAILS IV 198 - STANDARD STRUCTURAL DETAILS V 199 - STANDARD STRUCTURAL DETAILS VI 200 - STANDARD STRUCTURAL DETAILS VII 201 - STANDARD STRUCTURAL DETAILS VIII 202 - STANDARD STRUCTURAL DETAILS IX 203 - STANDARD STRUCTURAL DETAILS X 204 - STANDARD STRUCTURAL DETAILS XI STANDARD DETAILS-ARCHITECTURAL 205 - STANDARD ARCHITECTURAL DETAILS WALL TYPES 206 - STANDARD ARCHITECTURAL DETAILS ROOF 207 - STANDARD ARCHITECTURAL DETAILS ROOF 208 - STANDARD ARCHITECTURAL DETAILS ROOF 209 - STANDARD ARCHITECTURAL DETAILS INTERIOR MILL WORK STANDARD DETAILS-HVAC,PLUMBING 210 - STANDARD DETAILS I, HVAC 211 - STANDARD DETAILS II,HVAC 212 STANDARD DETAILS III,HVAC 213 - STANDARD DETAILS I,PLUMBING 214 - STANDARD DETAILS II, PLUMBING STANDARD DETAILS-ELECTRICAL 215 - STANDARD ELECTRICAL DETAILS 1 216 - STANDARD ELECTRICAL DETAILS 2 217 - STANDARD ELECTRICAL DETAILS 3 218 - STANDARD ELECTRICAL DETAILS 4 PRETREATMENT STRUCTURE-ARCHITECTURAL 219 - PRETREATMENT STRUCTURE STAIR PLANS 220 - PRETREATMENT STRUCTURE STAIR ELEVATIONS AND SECTIONS PRETREATMENT STRUCTURE-STRUCTURAL 221 - PILE LAYOUT PLAN 222 - PLAN AT ELEV XX.XX 223 - PLAN AT ELEV XX.XX 224 - PLAN AT ELEV XX.XX 225 - SECTIONS I 226 - SECTIONS II 227 - SECTIONS III 228 - SECTIONS IV 229 - SECTIONS V 230 - SECTIONS VI 231 - SECTIONS VII 232 - SECTIONS VIII 233 - SECTIONS IX PRETREATMENT STRUCTURE-MECHANICAL 234 DM-1 FLOCCULATION,PLATE SETTLER SEDIMENTATION BASINS AND MEMBRANE FEED PUMP STATION-OVERALL PLAN 235 DM-2 STATIC MIXER AND FLOCCULATORS-UPPER PLAN 236 - STATIC MIXER AND FLOCCULATORS-LOWER PLAN 237 DM-3 PLATE SETTLER SEDIMENTATION AND MEMBRANE FEED PUMP STATION-PLAN AT ELEV XX.XX 238 - PLATE SETTLER SEDIMENTATION AND MEMBRANE FEED PUMP STATION-PLAN AT ELEV XX.XX 239 - SLUDGE VALVE PAD PARTIAL PLAN 240 - FLOCCULATION AND SEDIMENTATION SECTION I 241 - FLOCCULATION AND SEDIMENTATION SECTION II 242 - FLOCCULATION AND SEDIMENTATION SECTION III 243 - FLOCCULATION AND SEDIMENTATION SECTION IV 244 - FLOCCULATION AND SEDIMENTATION SECTION V 245 - FLOCCULATION AND SEDIMENTATION SECTION VI 246 - FLOCCULATION AND SEDIMENTATION SECTION VII 247 - FLOCCULATION AND SEDIMENTATION SECTION VIII 248 - FLOCCULATION AND SEDIMENTATION SECTION IX 249 - FLOCCULATION AND SEDIMENTATION SECTION X 250 - FLOCCULATION AND SEDIMENTATION SECTION XI PRETREATMENT STRUCTURE-HVAC/PLUMBING PRETREATMENT STRUCTURE-ELECTRICAL • 251 - PRETREATMENT SYSTEM FLOCCULATION BASINS POWER UPPER AND LOWER PLAN 252 - PRETREATMENT SYSTEM SEDIMENTATION BASINS AND MEMBRANE FEED PUMPS LIGHTING UPPER AND LOWER PLAN 253 - PRETREATMENT SYSTEM SEDIMENTATION BASINS INSTRUMENTATION UPPER AND LOWER PLAN 254 - PRETREATMENT SYSTEM SEDIMENTATION BASINS HVAC 255 - PRETREATMENT SYSTEM SEDIMENTATION BASINS GROUNDING 256 - PRETREATMENT SYSTEM SEDIMENTATION BASINS BACKWASH PUMPS 257 - MEMBRANE FEED PUMP STATION POWER 258 - MEMBRANE FEED PUMP STATION INSTRUMENTATION 259 - MEMBRANE FEED PUMP STATION GROUNDING PLAN PRETREATMENT STRUCTURE-INSTRUMENTATION 260 DP-1 RAPID MIX AND FLOCCULATOR P&ID 261 DP-2 SEDIMENTATION BASINS P&ID 262 EP-1 MEMBRANE FEED PUMPS/STRAINERS-P&ID MEMBRANE BUILDING-ARCHITECTURAL 263 - MEMBRANE BULDING-CODE ANALYSIS AND LIFE SAFETY PLANS 264 - MEMBRANE BULDING-FLOOR PLAN 265 - MEMBRANE BUILDING-ROOF PLAN 266 - MEMBRANE BUILDING-ELEVATIONS-I 267 - MEMBRANE BUILDING-ELEVATIONS-II 268 - MEMBRANE BUILDING-BUILDING SECTIONS 269 - MEMBRANE BUILDING-BUILDING SECTIONS 270 - MEMBRANE BUILDING-WALL SECTIONS 271 - MEMBRANE BUILDING-WALL SECTIONS 272 - MEMBRANE BUILDING-WALL SECTIONS 273 - MEMBRANE BUILDING-INTERIOR ELEVATIONS 274 - MEMBRANE BUILDING-INTERIOR ELEVATIONS 275 - MEMBRANE BUILDING-ENLARGED PLANS 276 - MEMBRANE BUILDING-DETAILS MEMBRANE BUILDING-STRUCTURAL 277 - FOUNDATION PLAN 278 - ROOF FRAMING PLAN 279 - PIPE RACK FRAMING PLANS 280 - PIPE RACK FRAMING SECTIONS 281 - SECTIONS I 282 - SECTIONS II 283 - SECTIONS IV 284 - SECTIONS V 285 - SECTIONS VI MEMBRANE BUILDING-MECHANICAL 286 EM-1 MEMBRANE BUILDING-OVERALL PLAN 287 EM-2 MEMBRANE BUILDING-MEMBRANE RACKS AND BACKWASH PUMPS-ENLARGED PLAN 288 - MEMBRANE BUILDING-MEMBRANE RACKS AND BACKWASH PUMPS-SECTIONS I 289 MEMBRANE BUILDING-MEMBRANE RACKS AND BACKWASH PUMPS-SECTIONS II 290 - MEMBRANE BUILDING-STRAINERS-ENLARGED PLAN AND SECTIONS 291 - MEMBRANE BUILDING-COMPRESSOR ROOM-ENLARGED PLAN AND SECTIONS 292 - MEMBRANE BUILDING-CIP AREA-ENLARGED PLAN AND SECTIONS 293 - MEMBRANE BUILDING-CIP AREA-SECTIONS I 294 MEMBRANE BUILDING-CIP AREA-SECTIONS II 295 - MEMBRANE BUILDING-CHLORINE ROOM-ENLARGED PLAN AND SECTIONS 296 EM-4 MEMBRANE BUILDING-COAGULANT AREA-ENLARGED PLAN 297 EM-5 MEMBRANE BUILDING-COAGULANT AREA-SECTIONS 298 EM-6 MEMBRANE BUILDING-ACID CHEMICAL AREA-ENLARGED PLAN 299 MEMBRANE BUILDING-ACID CHEMICAL AREA-SECTIONS AND DETAILS 300 EM-7 MEMBRANE BUILDING-BASE CHEMICAL AREA-ENLARGED PLAN 301 - MEMBRANE BUILDING-BASE CHEMICAL AREA-SECTIONS AND DETAILS 302 - MEMBRANE BUILDING-SECTIONS AND DETAILS I 303 - MEMBRANE BUILDING-SECTIONS AND DETAILS II MEMBRANE BUILDING-HVAC/PLUMBING 304 - MEMBRANE BUILDING FLOOR PLAN-HVAC 305 - MEMBRANE BUILDING ROOF PLAN-HVAC&PLUMBING 306 - MEMBRANE BUILDING MECHANICAL/COMPRESSOR ROOM,RR ENLARGED PLANS I-HVAC 307 - MEMBRANE BUILDING CHEMICAL ROOM ENLARGED PLANS II-HVAC 308 - MEMBRANE BUILDING CHEMICAL/ELECT ROOM ENLARGED PLANS III-HVAC 309 - MEMBRANE BUILDING SECTIONS I-HVAC 310 - MEMBRANE BUILDING AIRFLOW AND CONTROL SCHEMATICS I-HVAC 311 - MEMBRANE BUILDING AIRFLOW AND CONTROL SCHEMATICS II-HVAC 312 - MEMBRANE BUILDING SCHEDULES I-HVAC 313 - MEMBRANE BUILDING SCHEDULES II-HVAC 314 - MEMBRANE BUILDING UNDERFLOOR PLAN-PLUMBING 315 - MEMBRANE BUILDING FLOOR PLAN-PLUMBING 316 - MEMBRANE BUILDING MECHANICAL/COMPRESSOR ROOM,RR ENLARGED PLANS I-PLUMBING 317 - MEMBRANE BUILDING CHEMICAL ROOM ENLARGED PLANS II-PLUMBING 318 - MEMBRANE BUILDING CHEMICAL ROOM ENLARGED PLANS III-PLUMBING 319 - MEMBRANE BUILDING RISER DIAGRAMS I-PLUMBING 320 - MEMBRANE BUILDING RISER DIAGRAMS II-PLUMBING 321 - MEMBRANE BUILDING SCHEDULES I-PLUMBING 322 - MEMBRANE BUILDING SCHEDULES II-PLUMBING 323 - MEMBRANE BUILDING ENLARGED PLAN&SCHEMATIC-CIP HEATING SYSTEM 324 - MEMBRANE BUILDING DETAILS&SCHEDULES-CIP HEATING SYSTEM 325 - MEMBRANE BUILDING FLOOR PLAN-FIRE PROTECTION 326 - MEMBRANE BUILDING RISER&DETAILS-FIRE PROTECTION MEMBRANE BUILDING-ELECTRICAL 327 EE-1 LOW VOLTAGE SWITCHGEAR'SWGR-1'ONE-LINE DIAGRAM 328 EE-2 MOTOR CONTROL CENTER'MCC-1'ONE-LINE DIAGRAM 329 EE-3 MOTOR CONTROL CENTER'MCC-2'ONE-LINE DIAGRAM 330 EE-4 MOTOR CONTROL CENTER'MCC-3'ONE-LINE DIAGRAM 331 EE-5 MOTOR CONTROL CENTER'MCC-4'ONE-LINE DIAGRAM 332 EE-6 MOTOR CONTROL CENTER'MCC-5'ONE-LINE DIAGRAM 333 EE-7 MOTOR CONTROL CENTER'MCC-6'ONE-LINE DIAGRAM 334 EE-8 MEMBRANE BUILDING CABLE TRAY PLAN 1 335 EE-9 MEMBRANE BUILDING CABLE TRAY PLAN 2 336 EE-10 MEMBRANE BUILDING CABLE TRAY SECTION 1 337 EE-11 MEMBRANE BUILDING CABLE TRAY SECTION 2 338 - MEMBRANE BUILDING GROUNDING PLAN 1 339 - MEMBRANE BUILDING GROUNDING PLAN 2 340 - MEMBRANE BUILDING ELECTRICAL ROOM POWER PLAN 341 - MEMBRANE BUILDING ELECTRICAL ROOM INSTRUMENTATION PLAN 342 - MEMBRANE BUILDING POWER PLAN 1 343 - MEMBRANE BUILDING POWER PLAN 2 344 - MEMBRANE BUILDING POWER PLAN 3 345 - MEMBRANE BUILDING POWER PLAN 4 346 - MEMBRANE BUILDING INSTRUMENTATION PLAN 1 347 - MEMBRANE BUILDING INSTRUMENTATION PLAN 2 348 - MEMBRANE BUILDING INSTRUMENTATION PLAN 3 349 - MEMBRANE BUILDING INSTRUMENTATION PLAN 4 350 - MEMBRANE BUILDING ELECTRICAL HVAC PLAN 2 351 - MEMBRANE BUILDING ELECTRICAL HVAC PLAN 3 352 - MEMBRANE BUILDING LIGHTING PLAN 1 353 - MEMBRANE BUILDING LIGHTING PLAN 2 354 - CHEMICAL STORAGE AREA POWER AND LIGHTING PLAN 1 355 - CHEMICAL STORAGE AREA POWER AND LIGHTING PLAN 2 356 - PANELBOARD SCHEDULE 1 357 - PANELBOARD SCHEDULE 2 358 - PANELBOARD SCHEDULE 3 359 - PANELBOARD SCHEDULE 4 360 - CONTROL SCHEMATICS 1 361 - CONTROL SCHEMATICS 2 362 - CONTROL SCHEMATICS 3 363 - CONTROL SCHEMATICS 4 364 - CONTROL SCHEMATICS 5 365 - CONTROL SCHEMATICS 6 MEMBRANE BUILDING-INSTRUMENTATION 366 EP-1 MEMBRANE FEED STRAINERS-P&ID 367 EP-2 LOW PRESSURE MEMBRANE-P&ID 368 EP-3 MEMBRANE BACKWASH PUMPS-P&ID 369 EP-4&5 MEMBRANE AIR COMPRESSOR SYSTEM-P&ID 370 EP-6 MEMBRANE CIP CHLORINE AND CAUSTIC SYSTEMS-P&ID 371 EP-7 MEMBRANE CIP ACID SYSTEM-P&ID 372 EP-8 MEMBRANE CLEAN IN PLACE SYSTEM-P&ID 373 EP-9 SODIUM BISULFITE FEED SYSTEM-P&ID 374 EP-10 MEMBRANE CIP WASTE NEUTRALIZATION-P&ID 375 EP-11 COAGULANT FEED SYSTEM-P&ID 376 EP-12 LIQUID AMMONIUM SULFATE FEED SYSTEM-P&ID 377 EP-13 CAUSTIC FEED SYSTEM-P&ID 378 EP-14 CORROSION INHIBITOR FEED SYSTEM-P&ID MEMBRANE BUILDING-FIRE PROTECTION 379 - MEMBRANE BUILDING FIRE PROTECTION PLAN MEMBRANE BUILDING-FIRE ALARM 380 - MEMBRANE BUILDING OVERALL PLAN 381 - MEMBRANE BUILDING FIRE ALARM PLAN 1 382 - MEMBRANE BUILDING FIRE ALARM PLAN 2 ADMINISTRATION BUILDING-ARCHITECTURAL 383 ADMINISTRATION BULDING-CODE ANALYSIS AND LIFE SAFETY PLANS 384 - ADMINISTRATION BULDING-FLOOR PLAN 385 - ADMINISTRATION BUILDING-ROOF PLAN 386 - ADMINISTRATION BUILDING-ELEVATIONS-I 387 - ADMINISTRATION BUILDING-ELEVATIONS-II 388 - ADMINISTRATION BUILDING-BUILDING SECTIONS 389 - ADMINISTRATION BUILDING-BUILDING SECTIONS 390 - ADMINISTRATION BUILDING-WALL SECTIONS,STAIRS 391 - ADMINISTRATION BUILDING-WALL SECTIONS 392 - ADMINISTRATION BUILDING-WALL SECTIONS 393 - ADMINISTRATION BUILDING-INTERIOR ELEVATIONS 394 - ADMINISTRATION BUILDING-INTERIOR ELEVATIONS 395 - ADMINISTRATION BUILDING-ENLARGED PLANS 396 - ADMINISTRATION BUILDING-DETAILS 397 - ADMINISTRATION BUILDING- FURNITURE PLAN ADMINISTRATION BUILDING-STRUCTURAL 398 - ;FOUNDATION PLAN 399 - ROOF FRAMING PLAN 400 - SECTIONS I 401 - SECTIONS II 402 - SECTIONS III ADMINISTRATION BUILDING-HVAC/PLUMBING 403 - ADMINISTRATION BUILDING FLOOR PLAN-AREA A-HVAC 404 - ADMINISTRATION BUILDING FLOOR PLAN-AREA B-HVAC 405 - ADMINISTRATION BUILDING ROOF PLAN-AREA A-HVAC&PLUMBING 406 - ADMINISTRATION BUILDING ROOF PLAN-AREA B-HVAC&PLUMBING 407 - ADMINISTRATION BUILDING SECTIONS-HVAC 408 - ADMINISTRATION BUILDLING-LABORATORY DETAILS-HVAC 409 - ADMINISTRATION BUILDING AIRFLOW AND CONTROL SCHEMATICS I-HVAC 410 - ADMINISTRATION BUILDING AIRFLOW AND CONTROL SCHEMATICS II-HVAC 411 - ADMINISTRATION BUILDING SCHEDULES I-HVAC 412 - ADMINISTRATION BUILDING SCHEDULES II-HVAC 413 - ADMINISTRATION BUILDING SCHEDULES III-HVAC 414 - ADMINISTRATION BUILDING UNDERFLOOR PLAN-PLUMBING 415 - ADMINISTRATION BUILDING FIRST FLOOR PLAN-PLUMBING 416 - ADMINISTRATION BUILDLING-RESTROOM ENLARGED PLANS&RISERS-PLUMBING 417 - ADMINISTRATION BUILDLING-LABORATORY ENLARGED PLANS I-PLUMBING 418 - ADMINISTRATION BUILDING LABORATORY RISER DIAGRAMS-PLUMBING 419 - ADMINISTRATION BUILDLING-LABORATORY DETAILS-PLUMBING 420 - ADMINISTRATION BUILDING SCHEDULES I-PLUMBING 421 - ADMINISTRATION BUILDING SCHEDULES II-PLUMBING 422 - ADMINISTRATION BUILDING FLOOR PLAN-FIRE PROTECTION 423 - ADMINISTRATION BUILDING RISER&DETAILS-FIRE PROTECTION ADMINISTRATION BUILDING-ELECTRICAL 424 - ADMINISTRATION OVERALL PLAN 425 - ADMINISTRATION BUILDING POWER PLAN 426 - ADMINISTRATION BUILDING LIGHTING PLAN 427 - ADMINISTRATION BUILDING COMMUNICATIONS PLAN 1 428 - ADMINISTRATION BUILDING COMMUNICATIONS PLAN 2 429 - ADMINISTRATION BUILDING HVAC PLAN 430 - PANELBOARD SCHEDULES 1 431 - PANELBOARD SCHEDULES 2 432 - BLOCK DIAGRAM 1 433 - BLOCK DIAGRAM 2 ADMINISTRATION BUILDING-INSTRUMENTATION 434 - ADMINISTRATION BUILDING-CONTROL ROOM LAYOUT 435 - ADMINISTRATION BUILDING-SERVER ROOM LAYOUT 436 - ADMINISTRATION BUILDING-EQUIPMENT DETAILS I 437 - ADMINISTRATION BUILDING-EQUIPMENT DETAILS II GAC CONTACTORS-STRUCTURAL 438 - GAC CONTACTOR PILE LAYOUT PLAN 439 - GAC CONTACTOR FOUNDATION SLAB PLAN 440 - GAC CONTACTOR STAIRS PLAN AND SECTION 441 - UPPER PLATFORM PLAN 442 - UPPER PLATFORM SECTION I 443 - UPPER PLATFORM SECTION II 444 - UPPER PLATFORM STRUCTURAL DETAILS GAC CONTACTORS-MECHANICAL 445 FM-1 GAC SYSTEM-UPPER PLAN 446 FM-2 GAC SYSTEM-ENLARGED PLAN AND SECTIONS I 447 FM-3 GAC SYSTEM-ENLARGED PLAN AND SECTIONS II 448 - GAC SYSTEM-SECTIONS III 449 - GAS SYSTEM-SECTIONS IV GAC CONTACTORS-ELECTRICAL 450 - GAC CONTACTOR OVERALL PLAN 451 - GAC CONTACTOR MCC ONE LINE DIAGRAM 452 - GAC CONTACTOR MCC ELEVATION AND LOAD SUMMARY 453 - GAC CONTACTOR POWER PLAN 454 - GAC CONTACTOR INSTRUMENTATION PLAN 455 - GAC CONTACTOR LIGHTING AND GROUNDING PLAN 456 - GAC CONTACTOR PANELBOARD SCHEDULES 1 457 - GAC CONTACTOR CONTROL SCHEMATICS 1 458 - GAC CONTACTOR CONTROL SCHEMATICS 2 GAC CONTACTORS-INSTRUMENTATION 459 I FP-1 IGAC FEED PUMPS-P&ID 460 FP-2 GAC ADSORBER NO.1 AND NO.2-P&ID 461 FP-3 GAC ADSORBER NO.3-P&ID TRANSFER PUMP STATION/CHLORINE CONTACT TANKS-ARCHITECTURAL 460 - CHLORINE CONTACT TANKS STAIR PLANS 461 - CHLORINE CONTACT TANKS STAIR ELEVATIONS AND SECTIONS TRANSFER PUMP STATION/CHLORINE CONTACT TANKS-STRUCTURAL 462 - PILE LAYOUT PLAN 463 - FOUNDATION PLAN 464 - CHLORINE CONTACT TANK SECTIONS I 465 - CHLORINE CONTACT TANK SECTIONS II 466 - CHLORINE CONTACT TANK SECTIONS III 467 - CHLORINE CONTACT TANK SECTIONS IV 468 - CHLORINE CONTACT TANK SECTIONS V TRANSFER PUMP STATION/CHLORINE CONTACT TANKS-MECHANICAL 469 GM-1 CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-LOWER PLAN 470 - CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-PLAN AT ELEVATION XX.XX 471 GM-2 CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-SECTIONS I 472 - CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-SECTIONS II 473 - CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-SECTIONS III 474 - CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-SECTIONS IV 475 - CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-SECTIONS V 476 - CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-SECTIONS VI 477 - CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-SECTIONS VII 478 - CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION-SECTIONS VIII 479 GM-3 CHLORINE CONTACT TANKS AND TRANSFER PUMP STATION- ENLARGED PLAN AND SECTIONS II 480 GM-4 LAS MIXING PUMPS-ENLARGED PLAN AND SECTIONS 481 GM-5 TRANSFER PUMP STATION-ENLARGED PLAN 482 - TRANSFER PUMP STATION-ENLARGED PLAN II 483 - TRANSFER PUMP STATION-SECTIONS 484 GM-6 METER VAULT AND CHEMICAL INJECTION MANHOLE-ENLARGED PLAN AND SECTIONS TRANSFER PUMP STATION/CHLORINE CONTACT TANKS-HVAC/PLUMBING TRANSFER PUMP STATION/CHLORINE CONTACT TANKS-ELECTRICAL 485 - CHLORINE CONTACT TANK/TRANSFER PUMP STATION POWER PLAN 486 - CHLORINE CONTACT TANK/TRANSFER PUMP STATION INSTRUMENTATION PLAN 487 - CHLORINE CONTACT TANK/TRANSFER PUMP STATION LIGHTING AND GROUNDING PLAN 488 - CHLORINE CONTACT TANK/TRANSFER PUMP STATION PANELBOARD SCHEDULES 489 - CHLORINE CONTACT TANK/TRANSFER PUMP STATION CONTROL SCHEMATICS 1 490 - CHLORINE CONTACT TANK/TRANSFER PUMP STATION CONTROL SCHEMATICS 2 TRANSFER PUMP STATION/CHLORINE CONTACT TANKS-INSTRUMENTATION 491 GP-1 CHLORINE CONTACT TANKS-P&ID 492 GP-2 TRANSFER PUMPS-P&ID 493 GP-3 CHEMICAL FEED WATER PUMPS AND DISINFECTED WATER SAMPLE PUMPS-P&ID CHLORINE BUILDING-ARCHITECTURA 494 - CODE ANALYSIS AND LIFE SAFETY PLAN 495 - CHLORINE BUILDING FLOOR PLAN 496 - CHLORINE BUILDING ROOF PLAN 497 JA-1 CHLORINE BUILDING ELEVATIONS-I 498 JA-2 CHLORINE BUILDING ELEVATIONS-II 499 - CHLORINE BUILDING WALL SECTIONS 500 - CHLORINE BUILDING WALL SECTIONS CHLORINE BUILDING-STRUCTURAL 501 - CHLORINE BUILDING LOWER FOUNDATION SLAB PLAN 502 - CHLORINE BUILDING ROOF FRAMING PLAN 503 - CHLORINE BUILDING SECTIONS I 504 - CHLORINE BUILDING SECTIONS II 505 - CHLORINE BUILDING SECTIONS III 506 - CHLORINE BUILDING SECTIONS IV CHLORINE BUILDING-MECHANICAL 507 JM-1 GAS CHLORINE AND CHLORINE DIOXIDE FACILITY-PLAN 508 - GAS CHLORINE AND CHLORINE DIOXIDE FACILITY-ENLARGED PLAN I 509 - GAS CHLORINE AND CHLORINE DIOXIDE FACILITY-ENLARGED PLAN II 510 JM-2 GAS CHLORINE AND CHLORINE DIOXIDE FACILITY-SECTIONS I 511 JM-3 GAS CHLORINE AND CHLORINE DIOXIDE FACILITY-SECTIONS II 512 - GAS CHLORINE AND CHLORINE DIOXIDE FACILITY-SECTIONS III 513 - GAS CHLORINE AND CHLORINE DIOXIDE FACILITY-SECTIONS IV CHLORINE BUILDING-HVAC/PLUMBING 514 - CHLORINE BUILDING FLOOR PLAN-HVAC 515 - CHLORINE BUILDING ROOF PLAN-HVAC&PLUMBING 516 - CHLORINE BUILDING SECTIONS-HVAC 517 - CHLORINE BUILDING AIRFLOW AND CONTROL SCHEMATICS I-HVAC 518 - CHLORINE BUILDING AIRFLOW AND CONTROL SCHEMATICS II-HVAC 519 - CHLORINE BUILDING DETAILS I-HVAC 520 - CHLORINE BUILDING SCHEDULES I-HVAC 521 - CHLORINE BUILDING UNDERFLOOR PLAN-PLUMBING 522 - CHLORINE BUILDING FLOOR PLAN-PLUMBING 523 - CHLORINE BUILDING FLOOR PLAN&DETAILS-FIRE PROTECTION CHLORINE BUILDING-ELECTRICAL 524 JE-1 MOTOR CONTROL CENTER'MCC-7'ONE-LINE DIAGRAM 525 JE-2 MOTOR CONTROL CENTER'MCC-8'ONE-LINE DIAGRAM 526 JE-3 CHLORINE BUILDING ELECTRICAL ROOM PLAN 527 - CHLORINE BUILDING OVERALL POWER,LIGHTING,AND GROUNDING PLAN 528 - CHLORINATOR&CHLORINE DIOXIDE ROOM POWER AND INSTRUMENTATION PLAN 529 - CHLORINATOR&CHLORINE DIOXIDE ROOM LIGHTING PLAN 530 - CHLORINE STORAGE ROOM POWER AND INSTRUMENTATION PLAN 531 - CHLROINE STORAGE ROOM LIGHTING PLAN 532 - CHLORINE BUILDING ELECTRICAL HVAC PLAN 533 - CHLORINE BUILDNG PANELBOARD SCHEDULES 1 534 - CHLORINE BUILDNG PANELBOARD SCHEDULES 2 535 - CHLORINE BUILDNG CONTROL SCHEMATICS 1 536 - CHLORINE BUILDNG CONTROL SCHEMATICS 2 537 - CHLORINE BUILDNG CONTROL SCHEMATICS 3 CHLORINE BUILDING-INSTRUMENTA" 538 JP-1 GAS CHLORINE SYSTEM I-P&ID 539 JP-2 GAS CHLORINE SYSTEM II-P&ID 540 JP-3 SODIUM CHLORITE FEED SYSTEM-P&ID 541 JP-4 CHLORINE DIOXIDE GENERATORS-P&ID 542 JP-5 CHLORINE BUILDING FIRE SPRINKLER CONTAINMENT SUMP-P&ID CHLORINE BUILDING-FIRE PROTECTION 543 - CHLORINE BUILDING FIRE PROTECTION PLAN MAIN SWITCHGEAR BUILDING-ARCH' 544 - MAIN SWITCHGEAR BUILDING-CODE ANALYSIS AND LIFE SAFETY PLAN 545 - MAIN SWITCHGEAR BUILDING-FLOOR AND ROOF PLAN 546 KA-1 MAIN SWITCHGEAR BUILDING-ELEVATIONS 547 - MAIN SWITCHGEAR BUILDING-BUILDING SECTIONS 548 - MAIN SWITCHGEAR BUILDING-WALL SECTIONS MAIN SWITCHGEAR BUILDING-STRUCTURAL 549 - FOUNDATION SLAB PLAN 550 - ROOF FRAMING PLAN MAIN SWITCHGEAR BUILDING-HVAC/PLUMBING 551 - MAIN SWITCHGEAR BUILDING FLOOR PLAN&CONTROLS-HVAC 552 - MAIN SWITCHGEAR BUILDING SCHEDULES&DETAILS-HVAC MAIN SWITCHGEAR BUILDING-ELECTRICAL 553 KE-1 ELECTRICAL LOAD SUMMARY&GENERATOR FUEL CALCULATION 554 KE-2 SIMPLIFIED 12.47KV ONE LINE DIAGRAM-PHASE 1 555 KE-3 SIMPLIFIED 12.47KV ONE LINE DIAGRAM-PHASE 2 556 KE-4 SIMPLIFIED 12.47KV ONE LINE DIAGRAM-PHASE 3 557 KE-5 MAIN SWITCHGEAR BUILDING-PLAN 558 - MAIN SWITCHGEAR BUILDING-POWER PLAN 559 - MAIN SWITCHGEAR BUILDING-LOW VOLTAGE PLAN 560 - ELECTRICAL SCHEDULE AND DETAILS MAIN SWITCHGEAR BUILDING-INSTRUMENTATION 561 KP-1 ELECTRICAL BUILDING CIRCUIT BREAKER MONITORING-P&ID 562 KP-2 ELECTRICAL BUILDING DIESEL GENERATORS AND FUEL STORAGE-P&ID SOLIDS PROCESSING-ARCHITECTURA 563 - DEWATERING BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN 564 - DEWATERING BUILDING FLOOR PLAN 565 - DEWATERING BUILDING ROOF PLAN 566 LA-1 DEWATERING BUILDING AND ELEVATIONS-I 567 LA-2 DEWATERING BUILDING AND ELEVATIONS-II 568 - DEWATERING BUILDING SECTIONS SOLIDS PROCESSING-STRUCTURAL 569 - WASH WATER RECOVERY TANK AND GRAVITY THICKENER OVERALL PLAN 570 - RAW SLUDGE SPLITTER BOX LOWER PLAN 571 - GRAVITY THICKENER UPPER PLAN 572 - GRAVITY THICKENER LOWER PLAN 573 - GRAVITY THICKENER SECTIONS I 574 - GRAVITY THICKENER SECTIONS II 575 - WASH WATER RECOVERY TANK UPPER PLAN 576 - WASH WATER RECOVERY TANK LOWER PLAN 577 - WASH WATER RECOVERY TANK SECTIONS I 578 - WASH WATER RECOVERY TANK SECTIONS II 579 - WASH WATER RECYCLE AND THICKENED SLUDGE PUMP STATION PLAN 580 - WASH WATER RECYCLE AND THICKENED SLUDGE PUMP STATION SECTIONS I 581 - WASH WATER RECYCLE AND THICKENED SLUDGE PUMP STATION SECTIONS II 582 - DEWATERING BUILDING FOUNDATION PLAN 583 - DEWATERING BUILDING ROOF PLAN AND DETAILS 584 - DEWATERING BUILDING DETAILS AND BEAM SCHEDULE 585 - DEWATERING BUILDING SECTIONS I 586 - DEWATERING BUILDING SECTIONS II 587 - DEWATERING BUILDING PIPE RACK SOLIDS PROCESSING-MECHANICAL 588 - WASH WATER RECOVERY AND SLUDGE THICKENING AREA PLAN 589 - RAW SLUDGE SPLITTER BOX PLAN AND SECTIONS 590 - GRAVITY THICKENER PLAN 591 LM-3 GRAVITY THICKENER SECTIONS I 592 - GRAVITY THICKENER SECTIONS II 593 - WASH WATER RECOVERY TANK PLAN 594 - WASH WATER RECOVERY TANK SECTIONS I 595 - WASH WATER RECOVERY TANK SECTIONS II 596 - BFP FEED AND WASH WATER RECOVERY PUMP STATION PLAN 597 - BFP FEED AND WASH WATER RECOVERY PUMP STATION SECTIONS 598 LM-1 DEWATERING BUILDING PLAN 599 - DEWATERING BUILDING-BFP AREA ENLARGED PLAN 600 - DEWATERING BUILDING -LOAD-OUT AREA ENLARGED PLAN 601 LM-2 DEWATERING BUILDING SECTIONS I 602 - DEWATERING BUILDING SECTIONS II 603 - DEWATERING BUILDING SECTIONS III 604 - DEWATERING BUILDING SECTIONS IV SOLIDS PROCESSING-HVAC/PLUMBING 605 - DEWATERING BUILDING PLAN-HVAC 606 - DEWATERING BUILDING ROOF PLAN-HVAC&PLUMBING 607 - DEWATERING BUILDING AIRFLOW AND CONTROL SCHEMATICS-HVAC 608 - DEWATERING BUILDING SCHEDULES I-HVAC 609 - DEWATERING BUILDING UNDERFLOOR PLAN-PLUMBING 610 - DEWATERING BUILDING PLAN-PLUMBING 611 - DEWATERING BUILDING RISER DIAGRAMS-PLUMBING 612 - DEWATERING BUILDING COMPRESSED AIR SCHEMATIC&DETAILS-PLUMBING 613 - DEWATERING BUILDING SCHEDULES-PLUMBING SOLIDS PROCESSING-ELECTRICAL 614 LE-1 MOTOR CONTROL CENTER'MCC-9'ONE-LINE DIAGRAM I 615 LE-2 MOTOR CONTROL CENTER'MCC-9'ONE-LINE DIAGRAM II 616 LE-3 MOTOR CONTROL CENTER'MCC-10'ONE-LINE DIAGRAM 617 LE-4 DEWATERING BUILDING ELECTRICAL ROOM POWER PLAN 618 LE-5 DEWATERING BUILDING ELECTRICAL ROOM INSTRUMENTATION PLAN 619 - DEWATERING BUILDING MAIN ELECTRICAL ROOM LIGHTING PLANS 620 - DEWATERING BUILDING POWER AND HVAC PLAN 621 - DEWATERING BUILDING INSTRUMENTATION PLAN 622 - DEWATERING BUILDING LIGHTING AND GROUNDING PLAN 623 - GRAVITY THICKENER AND BFP FEED PUMP POWER AND LIGHTING PLAN 624 - GRAVITY THICKENER AND BFP FEED PUMP INSTRUMENTATION PLAN 625 - PANELBOARD SCHEDULE 1 626 - PANELBOARD SCHEDULE 2 627 - CONTROL SCHEMATICS 1 628 - CONTROL SCHEMATICS 2 629 - CONTROL SCHEMATICS 3 630 - CONTROL SCHEMATICS 4 SOLIDS PROCESSING-INSTRUMENTAL 631 LP-1 GRAVITY THICKENER P&ID 632 LP-2 BELT PRESS FEED PUMPS P&ID 633 LP-3 SLUDGE DEWATERING P&ID 634 LP-4 BFP POLYMER SYSTEM P&ID 635 LP-5 SLUDGE CONVEYORS P&ID 636 LP-6 SLUDE TRUCK LOADING P&ID RETURN FLOW PUMP STATION-STRUCTURAL 637 - RETURN FLOW PUMP STATION-FOUNDATION PLAN 638 - RETURN FLOW PUMP STATION-LOWER PLAN AND TOP PLAN 639 - RETURN FLOW PUMP STATION-SECTIONS I 640 - RETURN FLOW PUMP STATION-SECTIONS II RETURN FLOW PUMP STATION-MECHANICAL 641 MM-1 RETURN FLOW PUMP STATION-UPPER AND LOWER PLANS 642 MM-2 RETURN FLOW PUMP STATION-SECTION 643 - RETURN FLOW PUMP STATION-SECTIONS II RETURN FLOW PUMP STATION-ELECTRICAL 644 - RETURN FLOW PUMP STATION-POWER AND LIGHTING PLAN 645 - RETURN FLOW PUMP STATION-INSTRUMENTATION PLAN 646 - RETURN FLOW PUMP STATION-GROUNDING PLAN RETURN FLOW PUMP STATION-INSTf 647 MP-1 RETURN FLOW PUMP STATION P&ID SANITARY LIFT STATION-STRUCTURAL 648 - SANITARY LIFT STATION-PLAN AND SECTION 649 - SANITARY LIFT STATION-DETAILS SANITARY LIFT STATION-MECHANICAL 650 NM-1 SANITARY LIFT STATION-PLAN AND SECTION 651 - SANITARY LIFT STATION-SECTIONS SANITARY LIFT STATION-ELECTRICAL 652 I NE-1 SANITARY LIFT STATION-POWER AND LIGHTING PLAN SANITARY LIFT STATION-INSTRUMENTATION 653 NP-1 SANITARY LIFT STATION-P&ID MAINTENANCE BUILDING-ARCHITECTURAL 654 MAINTENANCE BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN 655 - MAINTENANCE BUILDING FLOOR PLAN 656 - MAINTENANCE BUILDING ROOF PLAN 657 - MAINTENANCE BUILDING ELEVATIONS 658 - MAINTENANCE BUILDING SECTIONS MAINTENANCE BUILDING-STRUCTURAL 659 - MAINTENANCE BUILDING STRUCTURAL PLAN 660 - MAINTENANCE BUILDING FOUNDATION PLAN 661 - MAINTENANCE BUILDING STRUCTURAL SECTIONS MAINTENANCE-HVAC/PLUMBING 662 - MAINTENANCE BUILDING FLOOR PLAN-HVAC 663 - MAINTENANCE BUILDING ROOF PLAN-HVAC&PLUMBING 664 - MAINTENANCE BUILDING AIR FLOW AND CONTROL SCHEMATICS-HVAC 665 - MAINTENANCE BUILDING SCHEDULES I-HVAC 666 - MAINTENANCE BUILDING UNDERFLOOR PLAN-PLUMBING 667 - MAINTENANCE BUILDING FLOOR PLAN-PLUMBING 668 - MAINTENANCE BUILDING RISER DIAGRAMS I-PLUMBING 669 - MAINTENANCEBUILDING COMPRESSED AIR SCHEMATIC&DETAILS-PLUMBING 670 - MAINTENANCE BUILDING SCHEDULES I-PLUMBING MAINTENANCE BUILDING-ELECTRICAL 671 LE-18 MAINTENANCE BUILDING OVERALL POWER,LIGHTING,AND GROUNDING PLAN HIP,uo y0'2081eW1401e6u41gns%OS a8e01.31e21309 1607 284u 961.2 Tow ES'OL1 021,,41195 410D,% 0091000.15 840'60 S 008'09 $ 0961190 $ 066'80 $ 0i6.081 5 00000 5 6111997 $ 009'66011 5 005'961 $ 601'6O6'6 5 066'00 090 000 000 0861E 0087 789'0 0E0'E 0962 068'2 96E1 986 14101 '0000 $ uolYulWooJ 5810.0 psi/A9966600 49 OOZ'LI 0 009 00991 0-09 1 07 91 1/1111.91111^1111141211H164111419L E .909 009'90 $ 0001 00840 E 209 0 08 00 00 0910101201660113 006160 006'66 55,006'1 000'00 $900 001 07 00 085.9 1819 6116 5 00110$ 001'60 $ 00r1 006'60 $PL1 09 08 0 095..06660)Pug 60926aw16116 009'590 00919 5 000E 00019 0 06E 8 OS OS 09 OR 09 681920199549209 9600$1 006'115 009'11 5 009 006'01 5 89 00 00 9z_ 851 m PHA 09015 - 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Carollo Engineers, Inc. C 1114.a114.11 H Engineers...Working Wonders With Waters 10375 Richmond Avenue.Suite 1625,Houston,Texas 77042 P.281.872.4512 F.281.872.4505 February 14, 2019 Danny Shannon, P.E. CDM Smith 11490 Westheimer Rd, Ste.700 Houston,TX 77077 Subject: Daft Proposal for the Surface Water Treatment Plant Project for the City of Pearland Phase 3- Final Design Dear Mr. Shannon: Pursuant to your request, Carollo Engineers, Inc. (Carollo)has prepared this fee proposal for the Surface Water Treatment Plant Project for the City of Pearland(City)to provide engineering services associated with the Phase 3-Final Design and membrane pre-selection. Our level of effort for the scope of services presented in this letter is attached. It is anticipated that Carollo scope and services will include: 1 Pilot Study and Design Coordination: - Periodic telephone calls and attendance at one(1)meeting during the design phase to assist with coordinating the pilot study with design. 2 Additional Services for Technical Assistance and Reviews: - As needed services related to reviewing membrane procurement documents, design documents, or other services as requested by the City during the course of the project. Please note that our services are intended to provide an independent assessment of the conformance of the design to recommendations developed during the pilot phase. By performing this review, Carollo will not warrant nor confirm that the facilities will perform as demonstrated during pilot operations. Further, Carollo's review will not relieve CDM Smith of design-related obligations and liability. Carollo's overall liability to CDM Smith and/or the City of Pearland in performing the review services required hereunder shall be limited to the extent of Carollo's compensation hereunder.Additionally, Carollo shall not be responsible for warranties, guarantees,fitness for a particular purpose, breach of fiduciary duty, loss of anticipated profits or for economic, incidental or consequential damages to CDM Smith,the City of Pearland, or any third party arising out of breach of contract,termination, or for any other reason whatsoever. We look forward to providing services to CDM Smith as well as the City of Pearland. Please do not hesitate to contact me with questions. Sincerely, CAROLLO ENGINEERS, INC. Meera Victor, P.E. Vice President Enclosures: Draft Fee Proposal cc: Phillip G. Pope, Ph.D., P.E. 10782A00 I Shannon_20190214.docx WAT E R OUR FOCUS OUR BUSINESS OUR PASSION DRAFT FEE PROPOSAL-CDM Smith/City of Pearland Surface Water Treatment Plant Phase 3 Final Design Subject Admin Other Project Project Matter Engineer Assisstant/W Total Carollo Direct Task Principal Manager Expert _ 5/6 ord Processor Hours Labor Costs Total Fee Final Design Support Pilot Study and Design Coorindation _ 16 8 _ 24 $5,360 $640 $6,000 Additional Services for Technical Assistance and Reviews _ 60 32 12 2 _ 106 $23,132 $868 $24,000 Totals 0 76 40 12 2 130 $28,492 $1,508 $30,000 2. 5Engineering 5engineering 11200 Westheimer Rd. #353, Houston TX 77042 1832-800-3483 I Pearland SWPS SLS Final Design_021319 February 13, 2019 Sarah Stewart, P.E. Principal Engineer CDM Smith Inc. 11490 Westheimer Rd., Ste. 700 Houston, TX 77077 Re: City of Pearland SWTP-Sanitary Lift Station Final Design Dear Ms. Stewart: 5engineering, Ilc (5e) is pleased to offer our services for the City of Pearland SWP Sanitary Lift Station.As discussed,we are providing a proposal for the Final Design Services, as a subconsultant to CDM Smith. The costs include modifying the specifications provided by the program manager and developing new specifications as required for the sanitary lift station. BASIC SCOPE OF SERVICES Project Management 1. Project Kick-Off meeting with the CDM Smith 2. Meeting with City of Pearland a) Attend and prepare for up to two (2) meetings with stakeholders. b) Attend one half day TRC seminar with the City Staff, CMAR firm, and owner's representative. 3. Manage and Coordinate Project Efforts a) Manage and coordinate project efforts (estimated duration of the project is 12months). 4. Quality Control/Quality Assurance a) Perform quality control/quality assurance throughout the project duration on all project deliverables, design calculations, and design report methodology. b) Review and address comments as provided by the program manager. 5. Periodic Progress Meetings 0 5engineering a) attend and prepare for meetings (in-person or conference calls) through completion of Final Design. Final Design 1. 60-percent plans and specifications a) Design the sanitary lift station to a minimum of 70-percent design. b) Review specifications and make any major changes or additions to bring the specifications to 40-percent complete. c) Provide digital copies of the 60-percent design drawings and specifications. 2. 90-percent plans and specifications a) Incorporate any changes and comments made during the 60-percent review meeting. b) b) Advance the design and drawings of the sanitary lift station to a pre-final 95-percent design submittal. c) c) Advance the specifications and fill in major equipment requirements to bring the specifications to 90-percent complete. d) d) Provide digital copies of the 95-percent design drawings and 90-percent specifications. 3. 100-percent plans and final specifications a) Incorporate any changes and comments to the pre-final documents pmade during the 90-percent review meeting. b) Finalize the sanitary lift station design. Perform a final detailed QA/QC check. c) Provide the 100-percent design drawings and 100-specifications specifications. Deliverables-Sanitary Lift Station drawings and specification edits at 60-percent, 90-percent and 100-percent design milestones. The fee for performing the above scope of services is $62,800.00. The breakdown of costs is as follows: • 60-percent design: $32,149 • 90-percent design: $22,589 • 100-percent design: $8,062 The tasks will be invoiced monthly during the project. Payment is expected 30 days of the invoice date. City of Pearland SWTP-Sanitary Lift Station Final Design Page 2 P:\0078\OOl\Admin\Proposals\SLS Final Design Estimate\Pearland SWPS SLS Final Design_021319.docx 5engineering Exclusions: 1. The proposal does not include: sub-utility excavation (SUE), an archeological study if requested by the Texas Archeological Commission, utility relocation effort, or acquisition of Rights of Way or easements. 2. CDM Smith will provide the project schedule to 5e. No effort is included to submit a project schedule. 3. l&C is provided by CDM Smith. 4. The proposal fee shall be considered in their entirety for the Scope of Services. Should you wish to contract only a portion of the work, we reserve the right to negotiate individual scope items on their own merit. 5. The proposal is valid for 60 days from this date and may be extended upon approval from our office. Please feel free to call at 832-800-3483 (Ext. 101) or email me at kelly@5engineering.com with any comments or questions. We look forward to working with you on this endeavor. Sincerely, 4.7044:46, Kelly Humphries, P.E. Principal ACCEPTANCE: Client, in consideration of the terms and conditions of the Proposal and General Conditions of Agreement which are fully set forth herein, does hereby accept this Proposal and General Conditions of Agreement as the complete and final Agreement with 5engineering, LLC for the performance of the Work described herein, and does hereby further agree to comply with all the covenants in this Agreement. ACCEPTED BY: Client's Authorized Representative: Name Title Authorized Signature Date City of Pearland SWTP-Sanitary Lift Station Final Design Page 3 P:\0078\001\Admin\Proposals\SLS Final Design Estimate\Pearland SWPS SLS Final Design_021319.docx 3. AACE AxaraeetA.weuen Co,numm.Er:inee.i February 7, 2019 Sarah A. Stewart, PE CDM Smith Associate/Sr. Project Manager 11490 Westheimer Rd., Ste. 700 Houston TX 77077 RE: AACE Scope and Cost Proposal for Professional Mechanical Engineering Services— Detail Design Phase for the New Surface Water Plant(PROJECT)for the City of Pearland, TX Pearland,TX Dear Sarah: AACE is pleased to submit its Scope and Cost Proposal for providing Mechanical/HVAC, Plumbing and Fire Protection Professional Engineering Services for the New Surface Water Plant(PROJECT) for the City of Pearland (CITY), the Owner. AACE's role for the PROJECT shall be as a Sub-Consultant to CDM Smith (CDMS),who is the Prime Engineering Consultant to the City of Pearland (CITY), the Owner. Attached please find our proposed Basic Services Scope, Additional Services, Compensation Fee and Schedule. I. BASIC PROFESSIONAL ENGINEERING SERVICES SCOPE includes: A. General I) City of Pearland is building a new surface water treatment plant that will contain various new building structures as listed below. 2) CDMS has retained AACE to provide detailed design phase services for the Mechanical/HVAC, Plumbing and Fire Protection components of the PROJECT. 3) The PROJECT will include the following building structures that will require Mechanical/HVAC, Plumbing and Fire Protection work. 4) The Project Delivery method shall be via Construction Manager-At-Risk(CMAR). B. DETAIL DESIGN SERVICES INCLUDE: I) Start and complete the Detail Design work for the PROJECT based on the OWNER approved PER. The PER was completed under a previous, and separate, scope to this PROJECT. 2) AACE's proposed scope for the PROJECT consists of providing detail design phase services up to the 100% Design level based on the following basis of design which is largely based on the CITY approved PER but amended as follows based on CITY directed changes after the PER was issued by CDMS and AACE: office:(713)588-4530 I 5100 Westheimer Road,Suite 2001 Houston,Texas 77056 www.aace-eng.corn IiIIMMIIIMMINIMO Mechanical Plumbing Fire Protection Electrical Testing /Commissioning 1 I. Membrane Building—single story at approx. 19,200 SF a. HVAC-Ventilate process areas,chemical and mechanical rooms using standard supply/exhaust fans and provide minimal heating. Air-condition electrical rooms,small office/control room and restrooms. b. CIP Heater assembly,final pipe routing and connection to process equipment by CDMS. c. Plumbing-for restroom areas, emergency safety showers and wash water for entire building. Process area drainage by CDMS. d. FP-Automatic fire sprinkler system as required by code. 2. Administration Building—single story at approx. 11,000 SF a. HVAC-air-condition offices,lab,electrical rooms,control room, SCADA server room, restrooms and other normally occupied spaces. Lab HVAC including lab exhaust will be provided. b. Plumbing-for restroom areas and breakroom. Provide emergency eye wash at lab. Lab plumbing including hot water,distilled water,RO/DI water compressed air and vacuum as required by CITY. Size sample water sink for sample water lines. Sample water lines from site to sample sink by CDMS. c. FP-Automatic fire sprinkler system as required by code, including clean agent(gaseous fire protection)for server room. 3. Chlorine Building—single story at approx.3,500 SF a. HVAC-Ventilate chlorine areas using FRP exhaust fans and provide minimal heating. Provide scrubber exhaust ductwork for chlorine rooms. Air-condition electrical room. Wet/dry Scrubber system by CDMS. b. Plumbing-emergency safety shower system and wash water for entire building. Process area drainage by CDMS. No restrooms anticipated for this building. c. FP-Automatic fire sprinkler system as required by code. 4. Dewatering Building—single story at approx.5,700 SF a. HVAC-Ventilate process areas using standard supply/exhaust fans and provide minimal heating. Air-condition electrical room and any small control room. b. Plumbing-for restroom areas, emergency safety showers and wash water for entire building. Process area drainage by CDMS. No restrooms anticipated for this building. c. FP—Not anticipated being required. 5. Maintenance Building—single story at approx. 2,400 SF a. HVAC-Ventilate maintenance area using recirculation fans and provide heating. Air- condition electrical room, restrooms and operator workroom. b. Plumbing-for restroom and operator workroom. Area drainage for maintenance space. Wash water for entire building. Small compressor system provided for general maintenance use. c. FP—Not anticipated being required. 6. Main Switchgear Building—single story at approx. 3,000 SF a. HVAC-Air-condition electrical room. b. Plumbing—Not required. c. FP-Not anticipated being required. 7. HVAC-General a) Air-conditioned spaces shall be mechanically cooled by DX refrigerant packaged equipment. Chilled water air-conditioning or other water-based or specialty air- conditioning systems shall not be provided. Dehumidification systems,such as desiccant or refrigerant based, not included since CITY confirmed during PER phase that dehumidification was not required. 8. HVAC Controls-shall be performance based specification with schematic airflow controls diagrams and control narratives. AACE shall coordinate HVAC Control monitoring and alarming with OWNER's protocol and interface with OWNER's HVAC network. 3) Design and drafting services for completing the Contract Drawings shall be based on Autodesk Revit format consistent with CDMS and/or CITY's criteria. 4) Finalize detailed calculations, equipment selections and code review. 5) Produce work in accordance with the most current building codes adopted in the PROJECT area. office:(713)588-4530 15100 Westheimer Road,Suite 200 I Houston,Texas 77056 www.aace-eng.com Mechanical Plumbing Fire Protection Electrical Testing /Commissioning 3 6) Participate in weekly or bi-weekly coordination meetings via telephone conference calls as required. 7) Attend meeting with City of Pearland Code officials to verify design intent including fire protection system and life safety systems are in accordance with local code requirements. 8) Issue the Contract Documents to ENGINEER and OWNER for review and comment at multiple milestones, specifically at the 60% and 90% Design phases. Electronic delivery to ENGINEER of the interim review sets of the Contract Documents shall be I I x17 size Drawings in Adobe Acrobat and specifications (8-1/2 x I I) in Adobe Acrobat format. 9) Internal QAQC by an experienced/senior Engineer of the Contract Documents at each Project milestone indicated above. 10) Participate in Half-day Design Review Meetings with ENGINEER and CITY at CDMS Houston Office to review and exchange comments at the 60%and 90% Design Submittal Milestones. II) Respond to and incorporate mutually agreed upon CITY comments from each project review milestone listed above into the Contract Document set. 12) Provide one (I) Final 'Issued for Bid' set of Contract Documents. Issued for Bid submittal shall consist of one (I) set of reproducible, signed and sealed,full-size Drawings and (I) set of Specifications in Microsoft Word format. 13) The 'Issued for Bid' set of Contract Documents shall be issued as one contract, and not split into separate 'Issued for Bid' packages. 14) Prepare, and submit to OWNER, AACE's Opinion of Probable Construction Cost for the PROJECT scope at each project milestone listed above. 1. Contract Drawings 2. Contract Specifications 3. Engineer's Rough Order of Magnitude Construction Cost • February 2019—January 2020 (12 months) • Attached,on last page of this proposal C. SERVICES NOT INCLUDED IN AACE'S SCOPE: 1) Due to elimination of second story structures, no elevators are anticipated in the current scope of the PROJECT. 2) Attending regular monthly project progress meetings with OWNER. 3) Detailed studies or analyses. Comparative HVAC system evaluations have already been provided in the PER phase and CITY has selected the HVAC system type. 4) Leadership in Energy and Environmental Design (LEED) services. 5) Mass reproduction of Contract Documents for bidding or other purposes. 6) Bid Phase Services. 7) Construction Phase Services. D. ASSUMPTIONS/CLARIFICATIONS: 1) Major design changes generated by CITY or CDMS after the 60% Design Phase Milestone shall be considered an Additional Service. Major design changes are considered to be, but not limited to, addition of building structures; addition of square footage to building facilities; addition of or major office:(713)588-4530 15100 Westheimer Road,Suite 200 I Houston.Texas 77056 www.aace-eng.com Mechanical Plumbing Fire Protection Electrical Testing /Commissioning modifications to mechanical design preferences; changes in design concepts and methods; and major changes in equipment types. 2) AACE's Rough Order of Magnitude Construction Cost estimates are engineering estimates and are not warranted. II. COMPENSATION FOR BASIC SERVICES A. Compensation for labor of AACE Basic Services shall be on a Lump Sum basis and shall not exceed $265,4I 9 without CDMS's prior written approval. For the purposes of allocations of fee based on progress of work performed the proportion of AACE's fee for each customary phase is broken out as follows: I. 60%Milestone: $159,252 2. 90%Milestone: $79,626 3. 100%Milestone: $26,541 Compensation for AACE Basic Services includes overhead, communication charges (i.e. fax, telephone, email, and cell phone), travel for the number of meetings indicated herein, expedited shipping. courier services and computer usage. III. COMPENSATION FOR ADDITIONAL SERVICES A. ENGINEER shall provide AACE with a written request for the Special Services, if such services become necessary. Written authorization must be obtained from ENGINEER prior to proceeding with Special Services required to support the activities in Basic Services. B. If fee-based specialty software or cloud-based software is required in addition to a standard Revit software license for maintaining, sharing and storing of the PROJECT's Revit model, then the associated cost for this extra specialty/cloud based software if required to be paid by AACE shall be considered an Additional Expense. IV. TIME SCHEDULE The time periods and rates for the perfor trance of this work shall be valid from January 2019 to March2020. We appreciate you considering AACE for the opportunity to support you and the rest of the CDM Smith Team on this project. If you find this proposal acceptable to you, please indicate your approval by signing two copies of this proposal and returning one copy to my attention for my records. If you have any questions or comments, feel free to contact me. Re Ricardo J. Azcara .E President AACE, LLC office:(713)588-453015100\Vestheimer-Road,Suite 200 j Houston,Texas 77056 www.aace-eng.cont wommiimmoromememi -ate Mechanical Plumbing Fire Protection j Electrical Testing /Commissioning General I. HVAC SYMBOLS,ABBREVIATIONS AND GENERAL NOTES 2. PLUMBING SYMBOLS,ABBREVIATIONS AND GENERAL NOTES Standard Details 3. STANDARD DETAILS I-HVAC 4. STANDARD DETAILS II-HVAC 5. STANDARD DETAILS II-HVAC 6. STANDARD DETAILS I-PLUMBING 7. STANDARD DETAILS II-PLUMBING Membrane Building 8. MEMBRANE BUILDING FLOOR PLAN-HVAC 9. MEMBRANE BUILDING ROOF PLAN-HVAC&PLUMBING 10. MEMBRANE BUILDING MECHANICAL/COMPRESSOR ROOM, RR ENLARGED PLANS I-HVAC II. MEMBRANE BUILDING CHEMICAL ROOM ENLARGED PLANS II-HVAC 12. MEMBRANE BUILDING CHEMICAL/ELECT ROOM ENLARGED PLANS III-HVAC 13. MEMBRANE BUILDING SECTIONS I-HVAC 14. MEMBRANE BUILDING AIRFLOW AND CONTROL SCHEMATICS I-HVAC IS. MEMBRANE BUILDING AIRFLOW AND CONTROL SCHEMATICS II-HVAC 16. MEMBRANE BUILDING SCHEDULES I-HVAC 17. MEMBRANE BUILDING SCHEDULES II-HVAC 18. MEMBRANE BUILDING-AREA 'A'-PLUMBING 19. MEMBRANE BUILDING-AREA 'B'-PLUMBING 20. MEMBRANE BUILDING RESTROOM ENLARGED PLANS I-PLUMBING 21. MEMBRANE BUILDING RISER DIAGRAMS I-PLUMBING 22. MEMBRANE BUILDING RISER DIAGRAMS II-PLUMBING 23. MEMBRANE BUILDING SCHEDULES I-PLUMBING 24. MEMBRANE BUILDING SCHEDULES II-PLUMBING 25. MEMBRANE BUILDING ENLARGED PLAN&SCHEMATIC-CIP HEATING SYSTEM 26. MEMBRANE BUILDING DETAILS& SCHEDULES-CIP HEATING SYSTEM 27. MEMBRANE BUILDING FLOOR PLAN-FIRE PROTECTION 28. MEMBRANE BUILDING RISER&DETAILS-FIRE PROTECTION Administration Building 29. ADMINISTRATION BUILDING FLOOR PLAN-AREA A-HVAC 30. ADMINISTRATION BUILDING FLOOR PLAN-AREA B-HVAC 3 I. ADMINISTRATION BUILDING ROOF PLAN-AREA A-HVAC&PLUMBING 32. ADMINISTRATION BUILDING ROOF PLAN-AREA B-HVAC&PLUMBING 33. ADMINISTRATION BUILDING SECTIONS-HVAC 34. ADMINISTRATION BUILDLING-LABORATORY DETAILS-HVAC 35. ADMINISTRATION BUILDING AIRFLOW AND CONTROL SCHEMATICS I-HVAC 36. ADMINISTRATION BUILDING AIRFLOW AND CONTROL SCHEMATICS II-HVAC 37. ADMINISTRATION BUILDING SCHEDULES I-HVAC 38. ADMINISTRATION BUILDING SCHEDULES II-HVAC 39. ADMINISTRATION BUILDING SCHEDULES III-HVAC 40. ADMINISTRATION BUILDING UNDERFLOOR PLAN-PLUMBING 41. ADMINISTRATION BUILDING FIRST FLOOR PLAN-PLUMBING 42. ADMINISTRATION BUILDLING-RESTROOM ENLARGED PLANS&RISERS-PLUMBING 43. ADMINISTRATION BUILDLING-LABORATORY ENLARGED PLANS I-PLUMBING 44. ADMINISTRATION BUILDING LABORATORY RISER DIAGRAMS-PLUMBING 45. ADMINISTRATION BUILDLING-LABORATORY DETAILS-PLUMBING 46. ADMINISTRATION BUILDING SCHEDULES I-PLUMBING 47. ADMINISTRATION BUILDING SCHEDULES II-PLUMBING 48. ADMINISTRATION BUILDING FLOOR PLAN-FIRE PROTECTION 49. ADMINISTRATION BUILDING RISER&DETAILS-FIRE PROTECTION office:(713)588-4530 15100 Westheimer Road,Suite 200 I Houston,Texas 77056 www.aace-eng.com Mechanical Plumbing Fire Protection Electrical Testing 'Cornrnissioning (6 Chlorine Building 50. CHLORINE BUILDING FLOOR PLAN-HVAC 5I. CHLORINE BUILDING ROOF PLAN-HVAC&PLUMBING 52. CHLORINE BUILDING SECTIONS-HVAC 53. CHLORINE BUILDING AIRFLOW AND CONTROL SCHEMATICS I-HVAC 54. CHLORINE BUILDING AIRFLOW AND CONTROL SCHEMATICS II-HVAC 55. CHLORINE BUILDING DETAILS I-HVAC 56. CHLORINE BUILDING SCHEDULES I-HVAC 57. CHLORINE BUILDING FLOOR PLAN-PLUMBING 58. CHLORINE BUILDING FLOOR PLAN&DETAILS-FIRE PROTECTION Dewatering Building 59. DEWATERING BUILDING PLAN-HVAC 60. DEWATERING BUILDING ROOF PLAN-HVAC&PLUMBING 61. DEWATERING BUILDING AIRFLOW AND CONTROL SCHEMATICS-HVAC 62. DEWATERING BUILDING SCHEDULES I-HVAC 63. DEWATERING BUILDING PLAN-PLUMBING 64. DEWATERING BUILDING RISER DIAGRAMS-PLUMBING 65. DEWATERING BUILDING MISC-PLUMBING 66. DEWATERING BUILDING SCHEDULES-PLUMBING Maintenance Building 67. MAINTENANCE BUILDING FLOOR PLAN-HVAC 68. MAINTENANCE BUILDING ROOF PLAN-HVAC&PLUMBING 69. MAINTENANCE BUILDING AIR FLOW AND CONTROL SCHEMATICS-HVAC 70. MAINTENANCE BUILDING SCHEDULES I-HVAC 71. MAINTENANCE BUILDING UNDERFLOOR PLAN-PLUMBING 72. MAINTENANCE BUILDING FLOOR PLAN-PLUMBING 73. MAINTENANCE BUILDING RISER DIAGRAMS I-PLUMBING 74. MAINTENANCEBUILDING COMPRESSED AIR SCHEMATIC&DETAILS-PLUMBING 75. MAINTENANCE BUILDING SCHEDULES I-PLUMBING Main Switchgear Building 76. MAIN SWITCHGEAR BUILDING FLOOR PLAN&CONTROLS-HVAC 77. MAIN SWITCHGEAR BUILDING SCHEDULES&DETAILS-HVAC office:(713)588-4530 15100 Westheimer Road,Suite 200'Houston,Texas 77056 www.aace-eng.com Mechanical Plumbing Fire Protection Electrical Testing /Commissioning 4. Cobb Fendley EXHIBIT A CobbFendley SCOPE OF SERVICES February 6, 2019 Mr. Jason R. Venier, P.E. (PA) CDM Smith 11490 Westheimer Road Houston, Texas 77077 Re: Pearland Surface Water Treatment Plant Final Design CobbFendley Project Number: 1712-028-02-00 CDM Smith Project#: WA1605 Proposal for Professional Engineering Services Dear Mr. Venier: Cobb, Fendley&Associates, Inc. ("CobbFendley") is pleased to propose professional engineering services to you in connection with the civil site design for the proposed Pearland Surface Water Treatment Plant ("SWP") development on the approximate 9-acre and 0.5-acre project areas located approximately 500 feet north of the northwest corner of Mustang Lane and Airline Drive S. (County Road 48) intersection in Brazoria County, Texas. It is the understanding of CobbFendley that: • The scope of services of the civil site design of the "Package 2" project is for submittals at project milestones of 60%, 90% and final (100%) submittal only. Project breakout into additional or partial phases with separate civil site submittals will require additional fee. • The proposed packages are defined by the client as: • Package 1 — Pre-Sedimentation Basin and Raw Water Pump Station • Package 2 — Surface Water Plant • Package 3 — Ground Storage Tanks, High Service Pump Station, and Off-site Distribution System Improvements • The Package 2-GAC Building Area is considered a separate area and the Client has requested a separate fee for the civil site design services. The scope of services of the civil site design of"Package 2-GAC Area" project is for submittals at the project milestones of 60%, 90% and final (100%) submittal only. Project breakout into additional or partial phases with separate civil site submittals will require additional fees. • Design of"Package 1" and "Package 3" are excluded. • Client will have separate agreements for architecture, MEP engineering, geotechnical engineering, structural engineering, and landscaping. These services will not be included in this scope of services. • The proposed on-site sanitary sewer lift station will be designed by others. • The subject tract has been platted. Re-platting is not anticipated. • CobbFendley will provide Civil 3D models of the design throughout the project. D:\LANDDEV\PROJECT MANAGEMENT\PROPOSALS\2017\1712-028-02-00-SO4.DOCX _ 13430 Northwest Freeway,Suite 1100 I Houston,Texas 77040 1713.462.3242 I fax 713.462.3262 I www.cobbfendley.com Pearland Surface Water Treatment Plant CobbFendleyce : � Page 2 of 8 • Design of the required detention basin for the proposed development will be performed by others and it is excluded from this scope of work. • Storm water quality measures are not required by City of Pearland. • Program Manager shall provide the grid system drawing prepared by CobbFendley to other consultants for clarity between packages. • Program Manager will provide project-wide specifications. CobbFendley will provide supplements as required for items related to civil site design. • . CobbFendley will coordinate the civil site design with consultants preparing "Package 1" and Package 3". • The construction plan set including the civil site drawings will be submitted by CDM Smith to the City of Pearland for review and approval for the subject project and not by CobbFendley. CobbFendley will assist CDM Smith by responding to civil site review comments and revising the civil site portion of the plans per those City comments. SCOPE OF SERVICES The fees for the following services will be billed according to the following fixed fees: Engineering Services — "Package 2" Task 20 — Civil Site Design — Package 2 Prepare 60%, 90%, & final (100%) milestone civil site design drawings for the proposed development on the approximate 9-acre project area and perform the following tasks- $149,970.00 (Plus Agency Fees) Grading & Drainage Plan — Prepare one grading and drainage plan for the proposed development based on the final site plan. Coordinate the site grading between "Package 2"and all other packages to match with the future development. Underground Utilities Plan—Prepare one site utility plan for the proposed development for the storm sewer, water distribution (excluding process water line) and sanitary sewer service connections from 5 feet outside the structures and across the site. Sanitary sewer will connect to the proposed lift station located within the site. A sanitary sewer force-main line to the existing public sanitary sewer adjacent to the site. Storm sewer system from the entire site will outfall through "Package 2"to Mustang Bayou. This item is for plan view only and does not include any plan-profile drawings for street bores or other off-site extensions except for storm sewer outfalls to Mustang Bayou. Paving Joint Layout Plan with Details — Prepare one paving joint layout plan with details for the proposed development. Storm Water Pollution Prevention Plan—Prepare one storm water pollution prevention plan with report for the proposed development. Dimensioned Site Plan — Assist the Client in preparation of the site plan layout. Prepare a site dimensioned plan based on the Client approved final site plan. •:\LANDDEV\PROJECT MANAGEMENT\PROPOSALS\2017\1712-028-02-00-SO4.DOCX Pearland Surface Water Treatment Plant •!: CobbFendley Scope of Services : Pearland Surface Water Treatment PlantCobbFendle Scope of Services iii y Page 4 of 8 Task 22—Civil Site Design—Package 2-GAC Area-90% & 100% Submittal Prepare 90% and final (100%) final milestone civil site design drawings for the proposed development on the approximate 0.5-acre project area and perform the following tasks. $15,170.00 (Plus Agency Fees) Grading & Drainage Plan — Prepare one grading and drainage plan for the proposed development based on the final site plan. Underground Utilities Plan—Prepare one site utility plan for the proposed development for the storm sewer, water distribution (excluding process water line) and sanitary sewer service connections from 5 feet outside the structures and across the site. This item is for plan view only and does not include any plan-profile drawings for street bores or other off-site extensions. Paving Joint Layout Plan with Details — Prepare one paving joint layout plan with details for the proposed development. Storm Water Pollution Prevention Plan—Prepare one storm water pollution prevention plan with report for the proposed development. Dimensioned Site Plan — Assist the Client in preparation of the site plan layout. Prepare a site dimensioned plan based on the Client approved final site plan. Project Meetings & Coordination — Attend meetings and participate in telephone conferences for coordination of project with the Client and Client's Consultants during the design phase of the project. Meetings will include bi-weekly conference call meetings for 8-month duration of the project. Task 23 — Private Underground Utility Profiles — Package 2 Prepare profile drawings of the proposed underground utility lines including water, sanitary sewer, storm sewer, existing ground and proposed street elevations located within the proposed private streets. The proposed yard piping (designed by others) will be included in the profile drawings for reference. $9,500.00 TOTAL FEE: $184,910.00 D:\LANDDEV\PROJECT MANAGEMENT\PROPOSALS\2017\1712-028-02-00-SO4.DOCX Pearland Surface Water Treatment Plant E CobbFendley Scope of Services Page 5 of 8 UNDERSTANDING OF CONSULTANT TEAM RESPONSIBILITIES It is also CobbFendley's understanding that the following services will be provided by others and that CobbFendley shall have no responsibility to perform these services: 1. Agency, application, or approval fees. (To be provided by Owner) 2. Obtaining a title report, abstracting the property or obtaining adjoiner deeds. (To be provided by Owner) 3. Obtaining construction permits. (To be provided by the Contractor) 4. Obtaining EPA's NPDES or TCEQ's TPDES permits. (To be provided by Contractor) 5. Obtain approval of plans from Texas Department of Licensing and Regulation. (To be provided by the Client) 6. Landscaping plan. (To be provided by Landscape Architect) 7. Soil, water or other environmental testing or environmental assessment of any kind. (To be provided by Environmental Consultant) 8. Sizing of water meters, water and sanitary sewer service connection lines. (To be provided by MEP consultant) 9. Determination of pavement thicknesses and sections. (To be provided by Geotechnical Consultant) 10. Detention basin design (To provided by Freese and Nichols) 11. Sanitary sewer lift station (To provide by the Client). 12. Design of yard piping (process water) (To be provided by the Client) 13. Electrical, gas or phone connections. (To be provided by MEP Consultant) 14. Exterior lighting plans. (To be provided by MEP Consultant) 15. Grease traps or sampling wells. (To be provided by the MEP Consultant) 16. Design of on-site franchised utility company infrastructure. (To be provided by MEP Consultant) 17. Traffic control plan for on-site construction activities. (To be provided by Contractor) 18. Construction phasing. (To be provided by Contractor) D:\LANDDEV\PROJECT MANAGEMENT\PROPOSALS\2017\1712-028-02-00-SO4.DOCX Pearland Surface Water Treatment Plant !•• CobbFendley Scope of Services iii Page 6 of 8 EXCLUSIONS FROM THE SCOPE OF SERVICES Specific items excluded from this proposal are as follows, and CobbFendley shall have no responsibility to perform any of these services. 1. Application fees or review fees 2. Subdivision platting. 3. Obtaining a title report or abstracting the property. 4. Obtaining construction permit. CobbFendley will assist with the plan approvals of the civil site portion of the project. 5. Off-site utility or paving extensions or modifications. 6. Gravity of pumped detention basin design. 7. Storm water quality management design and permit. 8. Easement descriptions or exhibits. 9. Obtain approval from Texas Department of Licensing and Regulations. 10. Sizing of water meters, water and sanitary sewer service connection lines. 11. Paveover easements. 12. Offsite hydrological and hydraulic analysis. 13. LEED credit design and documentation. 14. Construction administration. 15. Any other services not specifically included within the description of the Basic Services or Other Services as described above. D:\LANDDEV\PROJECT MANAGEMENT\PROPOSALS\2017\1712-028-02-00-SO4.DOCX Pearland Surface Water Treatment Plant CobbFendleyScope of Services :: Page 7 of 8 2018 RATE SCHEDULE Principal / Chief Engineer $250.00/HR Senior Engineer $230.00/HR Senior Project Manager $225.00/HR Project Manager II $210.00/HR Project Manager I $185.00/HR Senior Hydrologist $210.00/HR Project Engineer III $160.00/HR Project Engineer II $145.00/HR Project Engineer I $125.00/HR Senior Technician $135.00/HR Technician III $120.00/HR Technician II $110.00/HR Technician I $90.00/HR Licensed State Land Surveyor $225.00/HR Registered Professional Land Surveyor $165.00/HR 4 Person Field Services Crew $180.00/HR 3 Person Field Services Crew $160.00/HR 2 Person Field Services Crew $140.00/HR 1 Person Field Services Crew $100.00/HR 2 Person Hy-Drone Crew $325.00/HR 2 Person UAV Drone Crew $225.00/HR Construction Manager III $250.00/HR Construction Manager II $210.00/HR Construction Manager I $185.00/HR Senior Field Construction Observer $125.00/HR Field Construction Observer $105.00/HR Utility Specialist $140.00/HR Telecommunications Designer $115.00/HR Telecommunications Field Person $90.00/HR GIS Manager $160.00/HR GIS Analyst $110.00/HR Post Processing GPS Data $110.00/HR Right-of-Way Project Manager $160.00/HR Right-of-Way Attorney $150.00/HR Right-of-Way Agent $135.00/HR Administrative $100.00/HR Clerical $75.00/HR GPS $37.00/HR/Receiver D:\LANDDEV\PROJECT MANAGEMENT\PROPOSALS\2017\1712-028-02-00-SO4.DOCX Pearland Surface Water Treatment Plant CobbFendley Scope of Services Page 8 of 8 (Continued) SUBSURFACE UTILITY ENGINEERING One-Man Designating Crew (4-Hour Minimum) $100/HR Two-Man Designating Crew (4-Hour Minimum) $160/HR Vacuum Excavation Truck with 2 Technicians (Vac 3000 & 4000) (4-Hour Minimum) $280/HR Vacuum Excavation Truck with 2 Technicians (Vac 6000) (4-Hour Minimum) $300/HR Ground Penetrating Radar with 1 Technician (4-Hour Minimum) $250/HR Traffic Control Officer @ Cost + 10% Traffic Control (Lane Closures, etc.) To Be Negotiated Permits (Local, State, etc.) @ Cost + 10% Designation & Traffic Control Vehicles $3.40/Mile Location Vehicles $6.80/Mile REIMBURSABLE EXPENSES Technology Fee (*) $3.75/HR Consultant or Specialty Contractor (Outside Firm) @ Cost + 10% Courier, Special Equipment Rental @ Cost + 10% Reasonable Out of Town Travel Expenses (Air, Hotel, Rental, etc.) @ Cost Mileage (Standard Car or Truck) IRS Approved Rate Per Diem for Out of Town Travel (Per Day/Person) $36/Day Title Plant Charges @ Cost + 10% Other Misc. Expenses Related to the Project @ Cost + 10% In-House Reproduction: ➢ Copies (Up to 11" x 17") $0.15/Each ➢ Color Prints (Up to 11" x 17") $1.50/Each ➢ Color Prints (Larger than 11" x 17") $3.00/Sq. Ft. ➢ Bluelines(All Sizes) $1.00/Each ➢ Bond Prints (All Sizes) $2.00/Each ➢ Mylar Prints $12.00/Each ➢ Vellum Prints $9.00/Each (*)Technology charges added to each billable man-hour. D:\LANDDEV\PROJECT MANAGEMENT\PROPOSALS\2017\1712-028-02-00-SO4.DOCX Legend: = Package 1 or 3 Scope Public Access Paving = Package 2 Base Scope All Site Fencing and and Parking by = Package 2 Additional Services Scope from 60% to 100% Gates by Package 3 Package 3 'ii fl • a _ \ I PHASE I awn FEED PUMPS —.: SiOMLE GERERAiGR arm'./II' . �— x . --- -. 1 II LRICNENER AND WASHWAIER RECYCLE PUMPS IDa�� pMl.pE AWS • I LI p� .- PHASE I PRE-TREATMENT NIT MEMBRANE , \ I I �� a°O in Stl1�E PROCESS UNIT IMPS .i I •j - o[an.roP p+nLawlalX .....3 MIRITEMMCE 1; ,. • ••• RPM= F -C j-�{. ' MCHLORINE CONTACT TANKS IIPNSIER PMP STATION _ i . . ./ I l / I`_� , LLLLLI1'' ti / ` Iiap i--------__ 11,1 �/-� wESPWAR ,L.: x_ I rn.non 7,6 : _ RECOVERY tANR r.n," o 111 \ _II PulFP STAT. , , pri Y ` ii11, 11.,,,,,L,': >, PRE-TREATMENT PROCESS UNIT ` � ` \ .� ` Ill -411:712., RN ROM \ / 1 41141 \ :\ ,w .I I: i. , • OcAs aaeRE ANO CHLRINE DIOXIDE FACILITY (ITTOF PEARLANDTEXAS E \_ \ � " I SURFACE WATER i ii i PLANT PROJECT PACKAGE? IL // _.....•......-...._... �.. �\ A 1 — SITE PLAN Retention Basin and storm I drain system throughout Ientire site by Package 2p0.0000,0 YE"M Excluded from scope of work MIRAN CAW RAP•MN NIM ON ODOM. pa `� " meEr ° i MAO. 1 mA«GPD. DATE. 4NEXW 1 ND ,,,, FIGURE 22-1 A SHEET 30%SUBMITTAL.NOT FOR CONSTRUCTION Site Civil Engineering Services Proposal LOE(RevIsed-SO4) Pearland SWTP Final Design CebbFendley Dale:2/06/2019 Sr.Project Project Project Senior Project CADD Admin Sub-total Subtotal Principal Manager Manager II Engineer 111 Hydrologist Engineer 0 Technician Assist. Man-hours (cost$1 BEng Rate per Hour 9250.00 $230.00 $210.00 9160.00 $210.00 5145.00 0120.00 9100.00 Task Description Task 20•Civil Site Design-Package 2 1 Grading and Drainage Ran 16 55 70 90 100 331 $51.800.00 2 Underground Utlities Ran 10 40 50 60 84 244 037.680.00 3 Paving Joint Layout Ren 5 25 10 35 75 $10,700.00 4 Slormweler Pdution Prevention Ran 2 5 10 20 37 $5,070.00 5 Dimensioned Site Ran 2 2 38 42 $5,270.00 6 Floodplain Mitigation Ran 2 2 10 40 54 $6,990.00 7 Detention Basin Ran(Excluded) 0 0 0 0 0 0 0 90.00 8 Project Meetings 8 Coordination 4 80 40 124 024.200.00 9 Ran Submital 0 24 16 48 $6,760.00 10 Reimbursades Expenses 0 $1,500.00 11 0 .00 Task 20 Subtotal 30 0 194 192 0 206 317 16 955 $149,970.00 Task 21-Civil Site Design-Package 2-GAO Area-60%Submittal 1 Grading and Drainage Ran 1 2 2 4 8 17 $2,530.00 2 Underground Ullllres Ran 2 1 5 8 16 $2,265.00 3 Paving Joint Layout Ran 1 5 8 14 $1.895.00 4 Slormwaler Pdution Prevention Ran 1 2 5 8 $1,100.00 5 Dlmeneloned Site Ran 1 2 8 9 $1,220.00 6 Project Meetings 8 Coordination 8 8 $1,260.00 7 0 0.00 Task 21 Subtotal 1 0 13 3 0 18 35 0 70 $10.270.00 Task 22-Clvll Site Design-Package 2-GAC Area-90%8 100%.Submittal 1 Grading and Drainage Ran 2 8 2 10 16 38 $5.870.00 2 Underground Utlities Ran 1 4 2 8 12 27 $4,010.00 3 Paving Joint Layout Ran 4 10 14 $1,700.00 4 Slonnwater Pdu8on Prevention Ran 0 $0.00 5 Dimenaloned Site Ran 1 2 8 11 $1410.00 6 Protect Meetings 8 Coordination 10 10 $2,100.00 7 0 $0.00 Task 22 Subtotal 3 0 22 5 0 24 46 0 100 915,170.00 Task 23-Private Underground Utilities Profiles-Package 2 1 Private Underground Utlities Proles-Package 2 2 8 9 20 24 1 64 $9,500.00 2 0 $0.00 Task 23 Subtotal 2 0 e 9 0 20 24 1 04 $9,500.00 Task 24-Draiange Study 1 Drainage Study(Excluded) 0 0 0 $000 2 0 $0.00 Task 24 Subtotal 0 0 0 0 0 0 0 0 0 $0.00 Total Services $184,910.00 Page 1 5. Kalluri Group, Inc. KGI Kalluri Group, Inc. 16300 Katy Freeway,Suite 172 Consulting Engineers&Project Managers Houston,Texas 77094 TBPE Registration No.F-665 Phone:(713)365-9288 November 28,2018 Ms. Sarah A. Stewart,P.E. Principal Engineer CDM Smith Inc. Texas Firm No. F-3043 11490 Westheimer Rd., Ste. 700, Houston,TX 77077 Email: StewartSA@cdmsmith.com Reference: City of Pearland Surface Water Treatment Plant(SWTP) Proposal for Electrical Engineering Support Services during Final Design Phase Dear Ms. Stewart: Kalluri Group,Inc. (KGI)is pleased to be a part of the CDM Smith team to provide electrical engineering design support services for the City of Pearland Surface Water Treatment Plant. The overall project is divided into the following packages: • Package 1: Intake,Raw Water Storage, and Low Lift Pump Station(Responsible Engineer: Freese&Nichols) • Package 2: Treatment Plant(Responsible Engineer: CDM Smith) • Package 3: Ground Storage Tanks and High Service Pump Station(Responsible Engineer: Stantec) KGI will be responsible for providing medium voltage electrical power distribution for the three packages including obtaining a new electrical power delivery system from CenterPoint Energy (CNP). KGI's scope of work will include the following: • Coordination with CenterPoint Energy • Attend project coordination meetings,as required • Prepare drawings and technical specifications(Bid Documents)related to Medium Voltage Power Distribution and Emergency Generator Exhibit-A shows an engineering man-hour estimate with breakdown by tasks. Additional Services-Electrical Coordination and Arc Flash Studies Not Included with this Contract Electrical Coordination and Arc Flash Studies related to medium voltage electrical system can be performed by the Electrical Equipment Supplier(Contractor)or by the Engineer. To minimize any potential change orders and schedule delays during construction,it is recommended the electrical studies related to medium voltage electrical system be performed by the Engineer. Exhibit-B shows an engineering man-hour estimate with breakdown by tasks for performing the electrical studies. Table 1 summarizes the estimated engineering fee for the proposed electrical engineering support services for the project. 1 Page KSI KConsulting gi allGrop, Inc. 16300 Katy Freeway,Suite 172 Enurineers&uProject Managers Houston,Texas 77094 TBPE Registration No.F-665 Phone:(713)365-9288 Table 1—Summary of Estimated Fees for KGI Electrical Engineering Support Services Task Estimated Fee Basic Services: Final Design for Packages 1,2&3 Medium Voltage Electrical $ 177,723.00 Final Design for Emergency Generator $ 74,040.75 Basic Services Sub-Total: $ 251,763.75 Additional Services: Not Included with this Contract Coordination and Arc Flash Study for $ 71,757.00 Medium Voltage Electrical Studies Additional Services Sub-Total: $ 71,757.00 TOTAL(Basic+Additional): $ 323,520.75 We appreciate the opportunity to work with you on this project. If there are any questions concerning the proposal,please feel free to call Michael Wooley,P.E.or myself. Sincerely, 42mesh CQ1� Ramesh Kalluri,P.E. President Kalluri Group,Inc. TBPE Registration No. F-665 2 !Page EXHIBIT-A City of Pearland Surface Water Treatment Plant -Kalluri Group,Inc. Engineers le Phase 3-Final Design KG I` TBPE ConsultingtRegstration No6f65s}Managers Level of Effort Estimate- Electrical Engineering Support Services for Medium Voltage Power Distribution Estimated Manhours Description/TaskContract Admin Pdndpal Technical Project Engr.Grade Engr.Grade 5I6 Engr.Grade Designer(hrs) Cost Estimator Sc Word Admin 5/6 Assistant Subtotal(hrs) Subtotal(cost$) Subs Subs(cost 5) Other Direct -cid Fere (hrs) Director(hrs) Manager(hrs) 7/8(hrs) (hrs) ' 3/4(hrs) (hrs) Processor(hrs) (hrs) (hrs) (cost$) Costs Raw Salary $ 85.00 $ 85.00 $ 75.00 $ 75.00 $ 70.00 $ 60.00 $ 50.00 $ 45.00 $ 35.00 $ 35.00 $ 25.00 Raw Salary Mdtlpier(3.00) $ 255.00•$ 255.00 $ 225.00 $ 225.00 $ 210.00 $ 180.00 $ 150.00 $ 135.00 $ 105.00 $ 105.00 $ 75.001 1. General 1.1 Review Find PERS for the Three Packages I I I I 61 I I I I I 6 $ 1,260.00 $ - $ - $ - $ 1,260.00 1.`2 Coordination Meetings •FNI for Package 1 4 4 8 $ 1,740.00 $ - $ - $ - $ 1.740.00 •Stantec for Package 3 4 4 - 8$ 1,740.00 $ - $ • $ - $ 1,740.00 •CDM Smith Architect and HVAC Engineers for Main 4 4 5 840.00 5 - $ - $ - $ 840.00 Switchgear •CDM Smith Bedricd and ISC Engineers for Site Electrical 4 4 $ 84000 5 - $ • $ - $ 840.00 •CDM Smith Site Civi and Yard Piping Engineers for Site 4 4 $ 840.00 $ - $ - $ - $ 840.00 Electrical •CenterPoint Energy(CNP) 4 8- 12 $ 2,580.00 $ - S - $ - $ 2,580.00 -City Electrical or Owners Electrical Representatives 4 4 8 $ 1,740.00 $ - $ • $ - $ 1,740.00 1.3 Site Visits 4 0 4 $ 840.00 $ - $ - $ - $ 840.00 1.4 Project Progress Meetings with CDM Smith •Weekly Conference Cis(Assumed 8 Months,1 hour 32 32 $ 6,720.00 $ - 5 • $ - $ 6,720.00 conference ci) MontHy Progress Meetings(Assumed 8 Months,3 24 24$ 5,040.00 5 - $ • $ • $ 5,040.00 rs/meeting) 1.5 Submittds 70%,90%,Permit and Bid Set 4- 4 8 16$ 2,940.00 $ - $ - $ - $ 2,940.00 1.6 Address Permit Review Comments 4' 8 8 _ 20 $ 3,780.00 S - $ - S - $ 3,780.00 • Prepare Materiel Take Off for Estimating and Obtain Quotes 1.7 `or Major Bedrical Equipment 2 16 18$ 2,820.00 $ - $ • $ - $ 2,620.00 1.B 'Prepare Probable Construction Cost Estimate 2 4 16 22 $ 3,690.00 $ - $ - $ - $ 3,690.00 1.9 QA/OC16. 16$ 3,600.00 $ - $ • $ - $ 3,600.00 2. 6rawings General 2 9 ELECTRICAL LEGEND AND ABBREVIATIONS I(BY CDM 1 1 S 210.00 5 - 5 • 15 - 5 210.00 2 2 ELECTRICAL LEGEND AND ABBREVIATIONS II(BY CDM 1 1 $ 210.00 5 - $ - S - S 210.00 SMTH) Site Electrical 2.3 ELECTRICAL SITE PLAN•SHEET 1 OF 9 0.5 2 10 10 22.5 $ 3,83250 $ - $ - $ - $ 3,83250 2.4 ELECTRICAL SITE PLAN•SHEET 2 OF 9 ' 0.5 2 10• 10 225$ 3,832.50 $ - $ • $ • $ 3,83250 2.5 ELECTRICAL SITE PLAN•SHEET 3 OF 9 0.5 2 10 10 22.5$ 3,83250 $ - -$ - $ - $ 3,83250 2.5 ELECTRICAL SITE PLAN•SHEET 4 OF 9 ' 0.5 2 10• tO 22.5$ 3,83250 $ - $ • $ - $ 3,83250 2.7 ELECTRICAL SITE PLAN•SHEET 5 OF 9 0.5 2 10 10 22.5$ 3,832.50 S - $ - $ - $ 3,832.50 2 5 ELECTRICAL SITE PLAN-SHEET 6 OF 9 _ 0.5 2 10 10 ' 22.5$ 3,83250 $ - $ - $ - $ 3,83250 2 9 ELECTRICAL STE PLAN-SHEET 7 OF 9 - 0.5 2 10• 10 ' 22.5 $ 3,832.50 $ - $ $ - $ 3,83250 2.10 ELECTRICAL SITE PLAN•SHEET 8 OF 9 0.5 2 10 10 - 22.5 $ 3,832.50 $ - $ - '$ - $ 3,832.50 Rev.11-28-2018 Page 1 of 4 EXHIBIT-A City of Pearland Surface Water Treatment Plant % Kalluri Group,Inc. KG I Consulting Engineers B Prect Managers Phase 3-Final Design THPE Registration No.F-665 Level of Effort Estimate- Electrical Engineering Support Services for Medium Voltage Power Distribution Estimated Manhours Description/Taskal PContract Admin Principal Technicroject Engr.Grade Engr.Grade 516 Engr.Grade Cost Estimator Sc Word Subs Other Direct (hrs) Director(hrs) Manager(In) 7/8(hrs) (hrs) 3/4(hrs) Designer(hrs) (hrs) Processor(hrs) Admin (his) (hrs)5!6 Assistant Subtotal(hrs) Subtotal(cosi$) (rust 8) Subs(cost 51 Costs Total Fee Raw Salary $ 85.00-$ 85.00 5 75.00 $ 75.00 $ 70.00 $ 60.00 $ 50.00 $ 45.00 $ 35.00 $ 35.00 $ 25.00 Raw Salary MUtislier(3.00) $ 255.00 $ 255.00 $ 225.00 $ 225.00 $ 210.00 $ 180.00 $ 150.00 $ 13500 S 105.00 $ 105.00 $ 75.00 i2 1 ELECTRICAL SITE PLAN-SHEET9 OF 9 0.5 2 10 10 22.5 $ 3,832.50 $ - $ - $ - $ 3,832.50 2 2 ELECTRICAL SITE DETAILS-SHEET 1 OF 3 0.5 2 10 10 22.5 $ 3,83250 $ - $ - $ - $ 3,83250 2 3 ELECTRICAL SITE DETAILS•SHEET 2 OF 3 0.5 2 8 8 18.5 S 3.17250 5 - $ - $ - $ 3,172.50 2 4 ELECTRICAL SITE DETAILS-SHEET 3 OF 3 0.5 2 8 8 18.5$ 3,17250 S - $ - $ - $ 3,172.50 Main Switc gear Electrical Building 2.15 WAIN SWITCHGEAR BUILDING•OVERALL PLAN 1 2 8 8 19 $ 3,285.00 $ - $ - $ - $ 3,265.00 2.16 MAIN SWITCHGEAR BUILDING NG-GROUNDING PLAN 1 4 8 8 21 S 3,705.00 $ - $ • $ - $ 3,70500 2 17 MAIN SWITCHGEAR BUILDING•POWER PLAN 1 4 8 8 21 $ 3,705.00 S - $ - $ - S 3,70500 2.18 MAIN SWITCHGEAR BUILDING-POWER PLAN 1 4 8 8 21 $ 3,705.00 S • $ • $ - S 3705.00 2.19 MAIN SWITCHGEAR BUILDING•LOW VOLTAGE PLAN 1 4 8 8 21 $ 3,705.00 S - $ - $ - $ 3,705.00 2 20 MAIN SWITCHGEAR BUILDING-LOW VOLTAGE PLAN 1 4 8 8 21 $ 3,705.00 $ - $ - S - $ 3,705.00 2 21 SIMPLIFIED 1247KV ONE UNE DIAGRAM-PHASE 1 1 2 8 8 19 $ 3,285.00 S - $ - 5 - $ 3,285.00 2 22 SIMPUFIED 1247KV ONE UNE DIAGRAM•PHASE 2 1 2 8 8 - 19 $ 3,28500 $ - $ - $ - $ 3,28500 2 23 DETAILED 1247KV ONE UNE DIAGRAM-MVS1 1 4 8 8 21 $ 3,705.00 5 - $ • $ • $ 3,705.00 2 24 DETAILED 12.47KV ONE UNE DIAGRAM•MVS1 1 4 8 21 $ 3,705.00 $ - $ - $ - $ 3,705.00 2 25 DETAILED 1247KV ONE UNE DIAGRAM-MVS1 1 4 8 8 21 $ 3,705.00 5 - $ - 5 - $ 3,705.00 2 26 DETAILED 1247KV ONE UNE DIAGRAM-MVS2 1 4 8 8 21 $ 3,70500 $ - $ - $ - 8 3,705.00 2 27 DETAILED 1247KV ONE UNE DIAGRAM-MVS2 1 4 8 8 21 $ 3,705.00 5 - $ • $ - $ 3.705.00 228 DETAILED 1247KV ONE UNE DIAGRAM-MVS2 1 4 8 8 21 $ 3,70$00 $ - $ - $ - $ 3,705.00 2 29 \IAIN SWITCHGEAR BUILDING CONDUIT AND 0.5 2 88 18.5 $ 3,17250 5 - $ - $ - $ 3,17250 CONDUCTOR SCHEDULE 2 30 MAIN SWITCHGEAR BUILDING CONDUIT AND 0.5 2 88 18.5 $ 3,17250 5 - $ - $ - $ 3,17250 CONDUCTOR SCHEDULE 231 PANELBOARD SCHEDULES 0.5 28 8 18.5 $ 3,17250 $ - $ - $ - $ 3,17250 2 32 EANELBOARD SCHEDULES 0.5' 2 8 8 185 $ 3,17250 $ - $ - $ - $ 3,17250 2 33 ELECTRICAL LOAD SUMMARY 8 GENERATOR FUEL 1 4 8 8 21 5 3,705.00 $ - $ - $ - $ 3,705.00 CALCULATION 2 34 MAIN SWITCHGEAR BUILDING DETAILS 1 4 B 8 21 $ 3,70500 $ - $ - $ - $ 3,705.00 2.35 MAIN SWITCHGEAR BUILDING DETAILS 1 4 8 8 21 5 3,70500 S - $ - $ - 5 3,705.00 Rev.11-28-2018 Page 2 of 4 EXHIBIT-A City of Pearland Surface Water Treatment Plant Kalluri Group Inc. Phase 3-Final Design KGI.V TBPEIRegsfrehonalloBRP-665sYManasow Level of Effort Estimate- Electrical Engineering Support Services for Medium Voltage Power Distribution Estimated Manhours Descri bon/TaskContract Admin P Principal Technical Project Engr.Grade Engr.Grade SI6 Engc Grade Cost Estimator Sc Word Subs Other Dirsd (hrs) Director(hrs) Manager(hrs) 7/8(hrs) (hrs) 314(hrs) Designer(hrs) (hrs) Processor(hrs) Admin 516 Assistant Subtotal(hrs) Subtotal(cast$j (cost 0) Subs(cost$) Costs Total Fee (hrs) (hrs) • Raw Salary $ 85.00 $ 85.00 $ 75.00 $ 75.00 $ 70.00 $ 60.00 $ 50.00 $ 45.00 $ 35.00 $ 35.00 $ 25.00 h rgrItife,"40I Raw Salary Mdtiplier(3.00) $ 25500 $ 255.00 $ 225.00 $ 22500 $ 210.00 $ 180.00 $ 150.00 $ 135.00 $ 105.00 $ 105.00 $ 75.00 - 3.Electrical Technical Specifications Front End Documents 1 I Input to Divisions 00.10 I I I I I I I I I I I l 01$ - I$ - 1$ • 1$ - 1$ - 'Division 11 1 1 jieview Division 11 Specifications 1 I 1 I I I I I I I I I 01$ • 1$ - 1$' • 1$ • 1$ - 'Drvasion 13 —F 1 'Review Division 13 Specifications 1 1 1 1 11 81 I 1 I I I 1 91$ 1,905.00`1$ - I$ 1$ • I$``PTT`"A:905.00< Division 16 5repare Medium Vdtage Specifications,CNP Specs, Generator Specs,Prdiminary Relay Settings Spec and 8 24 32 $ 8,840.00 $ - $ $ - $ 6,840.00 Review CDM Smith Bectrical Specifications KG!Final Design Manhours 0 0 0 76 244- 284 332.— 0 0 0 0 936$ 169,260.00 $ • $' • $ $ .189,260.00 OTHER DIRECT COSTS(ODC5) $ • $ - $ — $ 8,463.00 $ 8,483.00 TOTAL FINAL DESIGN COSTS: $ 169,260.00 $ $ • $ 8,463.00 $ 177,723.00 Rev.11-28-2018 Page 3 of EXHIBIT-A City of Pearland Surface Water Treatment Plant Kalluri Group,Inc. ConsuPhase 3-Final Design 1% trng TOPE Eng ers No8 65ct Managers Level of Effort Estimate- Electrical Engineering Support Services for Emergency Generator Estimated Manhours Description/TaskContract Admin PPdncipal Technical Project Engr.Grade Engr.Grade 5/6 Engr.Grade Cost Estimator Sr.Word Subs Other Direct (hrs) Director(hrs) Manager(hrs) 7/8(hrs) (hrs) 3/4(hrs) Designer(hrs) (hrs) Processor(hrs) Admin 5I6 Assistant Subtotal(hrs) Subtotal(cost$) (cost$) Subs(cost$) Costs Total Fee (hrs) (hrs) Raw Salary $ 85.00 $ 85.00 5 75.00 $ 75.00 $ 70.00 $ 60.00 $ 50.00 $ 45.00 $ 35.00 $ 35.00 $ 25.00 Raw Salary Multiplier(3.00) $ 255.00 $ 255.00 $ 225.00 $ 225.00 $ 210.00 $ 180.00 $ 150.00 $ 135.00 $ 105.00 $ 105.00 $ 75.001 Drawings Generator Area-Electrical 1.1 GENERATOR AREA-OVERALL PLAN 0.5 2 6 14.5-$ 2,51250 $ - $ - S - $ 2.512.50 1.2 'GENERATOR AREA-GROUNDING PLAN 0.5- 2 8 9 18.5 $ 3,17250 $ - $ - S - $ 3,17250 1.3 GENERATOR AREA-POWER PLAN 0.5 2 8 8 18.5 $ 3,17250 5 - $ - - - $ 3,17250 1.4 GENERATOR AREA-POWER PLAN 0.5 2 8 8 18.5 3" 3,17250 5 - $ - - - $ 3.17250 1.5 GENERATOR AREA-LOW VOLTAGE PLAN 0.5 2 8 8 18.5 $ 3,17250 5 - $ - 5 - $ 3,17250 1.6 GENERATOR AREA-LOW VOLTAGE PLAN 0.5 2 8 8 - 18.5-1-- 3,17250.5 - $ - $ - $ 3,17250 1.7 FUEL STORAGE-OVERALL PLAN 0.5 4 8 8 20.5 $ 3,59250 S - $ - $ - $ 3,592.50 1.8 FUEL STORAGE-GROUNDING PLAN 0.5 2 8 8 18.5$ 3,172.50 S - $ - $ - $ 3,17250 1.9 FUEL STORAGE-POWER PLAN 0.5 2 8 8 18.5$ 3,17250 5 - 5 - $ - $ 3,17250 1.10 FUEL STORAGE•POWER PLAN 0.5 2 8 8 18.5$ 3,17250 5 - $ - $ - $ 3,17250 1.11 FUEL STROAGE-LOW VOLTAGE PLAN 0.5 2 6 8 16.5$ 2,81250 $ - 5 - $ - $ 2,81250 12 FUEL STROAGE•LOW VOLTAGE PLAN 0.5 2 6 8 16.5$ 2,81250 5 - $ - $ - $ 2,812.50 1.13 TYPICAL GENERATOR LAYOUT 0.5 4 8 8 20.5 $ 3,59250 $ - $ - $ - $ 3,59250 1.14 TYPICAL GENERATOR BLOCK DIAGRAM 0.5 4 8 8 20.51 3.59250 $ - $ - $ • $ 3,59250 1.15 TYPICAL GENERATOR CONTROL SCHEMATIC 0.5 4 8 8 20.5$ 3,59250 $ - $ - '$ - $ 3,592.50 1.16 FUEL TRANSFER SYSTEM CONTROL SCHEMATIC 0.5 4 8 8 20.5 $ 3,59250 $ - $ - $ - $ 3,59250 1.17 CONDUIT AND CONDUCTOR SCHEDULE J 0.5 2 8 8 18.5$ 3,17250'$ - $ - $ - $ 3,17250 1.18 CONDUIT AND CONDUCTOR SCHEDULE 0.5 2 8 8 18.5 $ 3,17250 $ - $ $ - $ 3,172.50 1.19 PANEL SCHEDULES 0.5 2 8 8 18.5-$ 3,17250'$ - $ - 5 - $ 3,172.50 1.20 PANEL SCHEDULES J 0.5 2 8 8 18.5 $ 3,17250 $ - $ • $ - $ 3,17250 1.21 DETAILS _ 0.5 2 8 8 18.5 $ 3,17250 $ - $ - $ $ 3.17250 1.22 DETAILS 0.5 2 8 8 18.5 $ 3,17250 $ $ • $ - $ 3,17250 KGI Design Manhours for Emergency Generator 0 0 0 11 54' 170 174 0 0 0 0 409 $ 70,515.00 $ $ - $ - $ 70,515.00 OTHER DIRECT COSTS(ODCs) $ - $ - $ - $ 3,525.75 $ 3,525.75 TOTAL COSTS: $ 70,515.00 $ - $ - $ 3,525.75 $ 74,040.75 Rev.11-28-2018 Page 4 of 4 6. Geotest Engineering, Inc. GEOTEST ENGINEERING , INC. Geotechnical Engineers&Materials Testing 5600 Bintliff Drive Houston, Texas 77036 Telephone: (713) 266-0588 Fax: (713) 266-2977 Proposal No. 1140445499 February 7, 2019 Mr. Jeffrey D. VanPelt, P.E. CDM Smith 12400 Coit Road, Suite 400 Dallas, Texas 75251 Reference: Supplemental Geotechnical Drilling and Laboratory Testing Pearland Surface Water Treatment Plant—Package 2 City of Pearland, Texas Dear Mr. VanPelt: As per your request, we are pleased to present the revised cost proposal for drilling and laboratory testing and preparation of lab data report for the proposed Pearland Surface Water Treatment Plant—Package 2, located at approximately 3525 County Road 48 (west of CR 48 and north of Mustang Bayou). The scope of this study is based on your e-mails on November 16, 2018, January 25, 2019 and February 6,2019 are given below: • Upon receiving boring location plan; stake the borings in the field with GPS and obtain underground utilities clearance of boring locations with one call; • Drill and sample six (6) borings to depths ranging from 45 to 100 feet. The details of boring program are: • 2 borings to 100 feet; • 2 borings to 75 feet; and • 2 borings to 45 feet. The sampling will be continuous in the upper 20 feet and then at 5-foot intervals, thereafter. Obtain sampling in Shelby tube in cohesive soils and split spoon sampler in cohesionless soils. It is understood that a CDM Smith representative will be on site during drilling to log the borings and providing sampling direction; • Obtain water level readings in the boreholes during drilling and upon boring completion; • Suitable portion of each sample at each borehole location will be sealed, labeled and packaged for transportation to Geotest laboratory; • After taking water level measurements, backfill the borings with the cement bentonite grout and restore the site to pre-existing conditions; • Perform the laboratory tests of assigned samples per ASTM procedures. The number and type of tests are given below: • 55—Moisture contents; • 23—Atterberg limits; • 8—Grain size analysis; • 8—Percent Passing No. 200; Mr. Jeffrey D. VanPelt, P.E. Proposal No. 1140445499 Page 2 February 7, 2019 • 8—Unconfined compression tests on soil; • 8—UU triaxial tests; • 2—One Dimensional Consolidation tests; • 2—One Dimensional Swell tests; and • 4—Specific gravity tests(required for consolidation and swell tests) The laboratory data letter report will be submitted in about ten(10)weeks after receiving the written authorization. The cost of drilling nine (9) borings to depths ranging from 30 to 100 feet, laboratory testing including consolidation tests, and preparation of a laboratory data report will be a lump sum of$28,591.00. The cost breakdown is given on Attachment No. 1. This cost includes utilization of marsh buggy drilling and no clearance for boring access. Please indicate your formal acceptance by issuing return authorization. Please call us if you have any questions. We appreciate the opportunity to propose on this project. If you have any questions, please call us. Please indicate your formal acceptance by signing one copy of this letter in the space below and returning one original to us. Very truly yours, GEOTEST ENGINEERING,INC. Naresh Kolli, P.E. Project Manager \fc ,C . Mohan Ballagere, P.E. Vice President MB/ego Copies Submitted: (1-PDF) Enclosures: Cost Breakdown PC3 8\Geotechnical\Proposals\40445499R 1.DOC ACCEPTED BY: PRINTED NAME: TITLE: DATE: COST BREAKDOWN FOR GEOTECHNICAL DRILLING AND LABORATORY TESTING Project: Geotechnical Drilling and Laboratory Testing Proposal No. 1140445499 Pearland Surface Water Treatment Plant-Package 2 City of Pearland,Texas Unit Quantity Unit Rate Cost Drilling Mobilization and Demobilization of Buggy Mounted Drilling Rig 1 Is $340.00 $340.00 Drilling and Contiuous Sampling from 0 to 20 tt 120 tt. $21.01) $2,520.00 Drilling and Intermittent Sampling,from 20 to 50 tt. 1 IU tt. $18.00 $3,060.00 Drilling and Intermittent Sampling,trom 50 to 100 tt. 150 tt. $21.00 $3,151).00 GPS Rental tor Locating Boreholes in the Field 2 day $85.00 $1/0.00 Al V Mobilization Sucharge 1 Is $132.U0 $132.00 Surcharge for Marsh Buggy 44U tt. $2.00 $880.00 Grouting of Boreholes with Cement Bentonite Grout 440 tt. $10.00 $4,400.00 Marking the borings and held Coordination 38 hr $65.00 $2,4/0.00 Vehicle Charge for Marking borings and field coordination 38 hr $8.00 $304.00 $17,426.00 Laboratory Testing Liquid and Plastic Limit 23 ea. $60.00 $1,380.00 Moisture Content 55 ea. $9.00 $495.00 Percent Passing No.200 Sieve 8 ea. $46.00 $368.00 Sieve Analysis through No.200 sieve 8 ea. $55.00 $440.00 Unconfined Compressive Strength-Soil 8 ea. $44.00 $352.00 Unconsolidated Undrained Triaxial Compression 8 ea. $61.00 $488.00 One dimesional Consolidation 2 ea. $348.00 $696.00 Consolidation,Additional Increment 12 ea. $50.00 $600.00 Specific Gravity 4 ea. $58.00 $232.00 One dimesional Swell 2 ea. $282.00 $564.00 Subtotal $5,615.00 Performing QA/QC and Preparation of Data Report Project Manager 5 hr $150.00 $750.00 Project Engineer 40 hr $105.00 $4,200.00 Support Personnel 10 hr $60.00 $600.00 Subtotal $5,550.00 Total $28,591.00 PC38\GEOTECHNICAL\PROPOSALS\40445499-PearlandWTP drilling&labcost RI\drilling&lab-cost Pearland SWP - Final Design Schedule ID Task Name 'Calender Days 'Start Finish 2017 2018 2019 12020 1,2017 Qtr 2,2011 Qtr 3,201 Qtr,4,77{017 Qtr 1,2011 Qtc2,201E Qtr,3,$$019 Qtr,4,201E Qtr,1,2011 Qtr 2, 011 Qtr"3,2011 Qtr,4,3011 Qtr 1. Qtr 2, O1 Qtr 1, Julia', OctNeZeclanketaslarAo a un.Jul�4 Oer Oct�loibecianFehharAortaa lun iulp,ugSePtact losiDeclarle 0 °Pearland SWP Overall Schedule 1208 days Tue 1/31/17 Fri 5/22/20' t —I 1 CONTRACT NEGOTIATION 88 days Tue 1/31/17 Fri 4/28/17 2 1 PHASE 1-PROCEESS SELECTION AND EVALUATION 210 days Tue 5/2/17 Mon 11/27/, 3 PILOTING 563 days Mon 7/3/17 Wed 1/16/1 k 4 PHASE 2-PRELIMINARY DESIGN 221 days Fri 10/13/17 Mon 5/21/1 5 NTP 15 days Fri 5/12/17 Fri 5/26/17 <i. 11 8 Phase 1-Process Evaluation and Selection 299 days Mon 5/15/17 Fri 3/9/18 '' 34 Task 1.3-Piloting 719 days Mon 5/15/17 Fri 5/3/19 -1 1 35 Task 1.3.2 Procure Pilot Contractor 180 days Mon 5/15/17 Fri 11/10/17 i, 36 Task 1.3.1 Develop Pllot Testing Protocol 161 days Fri 9/15/17 Thu 2/22/18 1 / 37 Develop Pilot Testing Protocol 69 days Fri 9/15/17 Wed 11/22/17 38 Owner's Review of Pilot Testing Protocol 21 days Thu 11/23/17 Wed 12/13/17 ....1 39 TCEQ Review 63 days Fri 12/22/17 Thu 2/22/18 Min- 40 Pilot Plant Procurement/Set Up 103 days Mon 11/13/17 Fri 2/23/18 41 Pilot Operation-Phase 1 96 days Mon 2/26/18 Fri 6/1/18 1MIM 42 Pilot Operation-Phase 2(Toray and Pall) 49 days Tue 7/17/18 Mon 9/3/18 43 Pilot Operation-Phase 3(Evoqua) 49 days Tue 9/4/18 Mon 10/22/18 44 Additional Testing(TBD) 49 days Tue 10/23/18 Mon 12/10/18 45 Task 1.3.4-Flavor Profile Testing I 1 day Wed 7/25/18 Wed 7/25/18 1 46 Task 1.3.4-Flavor Profile Testing II 1 day Wed 9/19/18 Wed 9/19/18 I 47 Task 1.3.4-Flavor Profile Testing III 1 day Wed 10/24/18 Wed 10/24/18 I 48 Task 1.3.4-Flavor Profile Testing IV 1 day Wed 12/5/18 Wed 12/5/18 I I 49 Flavor Profile Workshop I 1 day Thu 9/13/18 Thu 9/13/18 I 50 Flavor Profile Workshop II 1 day Mon 1/28/19 Mon 1/28/19 1 I 51 Task 1.3.5 Pilot Plant Report-Phase 1 46 days Tue 12/11/18 Fri 1/25/19 5.11 52 Owner's Review of Pilot Plant Report-Phase 1 12 days Mon 1/28/19 Fri 2/8/19 11 53 TCEQ Review and Approval of Pilot Report 82 days Mon 2/11/19 Fri 5/3/19 1 §-, 54 Phase 2-Preliminary Design 491 days Fri 10/13/17 Fri 2/15/19 —I I 93 PHASE 3-FINAL DESIGN 445 days Mon 3/4/19 Thu 5/22./20 1 r 94 NTP 1 day Mon 3/4/19 Mon 3/4/19 11 Task Project Summary Manual Task IMINIIIMMEN Start-only C Deadline 4 Project:Pearland SWP Overall S Split Inactive Task Durationonly Finishonly ] Progress Date:Wed 2/13/19 Milestone • Inactive Milestone Manual Summary letup rorx External Tasks Manual Progress Summary 1---'"-1 Inactive Summary Manual Summary 1." 11 External Milestone 4 Page 1 Pearland SWP - Final Design Schedule ID Task Name (Calendar Days Start Finish 2017 2018 ._..1 2019 2020 __ 01 E Qtr 1,201'Qtr 2,201 J Qtr 3,21017 17 Qtr 1, 01£Qt{{2,{{01£Qtr 3, 01 Q4.2018 Qtr 1, 015 Qtr 2.2015 Qtr 3, 1 Qtr 4, 15 Qtr 1,20201 Qtr 2,i= peclankel�NlarAorEvta�Jun Jul bugSec(,):1.4,01,r:),eclan�e�MaMotlaJlun Jul bugSe >l 4SZFia Janks4Ldal,BRthl 95 Task 3.0.2-Final Design Kickoff 1 day Thu 3/7/19 Thu 3/7/19 1 96 Task 3.7-Geotechnical Engineering 56 days Fri 3/22/19 Thu 5/16/19 Lf • 97 Task 3.1-Final Design 442 days Thu 3/7/19 Thu 5/21/20 t I 98 Task 3.1.1-30 to 60%Design 190 days Thu 3/7/19 Thu 9/12/19 1—,-1 99 Design Progress 133 days Thu 3/7/19 Wed 7/17/19 100 Internal Technical Review 14 days Thu 7/18/19 Wed 7/31/19 101 60%TRC Review Meeting 1 day Thu 8/1/19 Thu 8/1/19 h 102 Design Revision 14 days Fri 8/2/19 Thu 8/15/19 11 103 60%Client Submittal-Review 28 days Fri 8/16/19 Thu 9/12/19 104 Submit Plans to BDD4 1 day Thu 9/12/19 Thu 9/12/19 I 105 Task 3.1.2-60 to 90%Design 231 days Fri 8/16/19 Thu 4/2/20 1 I 106 Design Progress 126 days Fri 8/16/19 Thu 12/19/19 t) 107 Senior Intradiscipline Design Review 7 days Fri 12/20/19 Thu 12/26/19 108 RYG Interdisciplinary Checking 28 days Fri 12/27/19 Thu 1/23/2071.411 109 CMAR Prepare GMP 28 days Fri 1/24/20 Thu 2/20/20 110 90%Client Submittal-Review 28 days Fri 1/24/20 Thu 2/20/20 111- 111 Task 3.1.3-Submit Sealed Documents to TCEQ Plan Review 1 day Fri 2/21/20 Fri 2/21/20 F 112 Task 3.1.3-Submit to TDLR 1 day Fri 2/21/20 Fri 2/21/20 ' 1 113 Task 3.4.1-Air Permitting for Diesel Generators 42 days Fri 2/21/20 Thu 4/2/20 i 114 Task 3.1.4-Final Plans and Specifications 91 days Fri 2/21/20 Thu 5/21/20 11^'1 115 Finalize and Seal Construction Documents 28 days Fri 2/21/20 Thu 3/19/20 1111--1 116 Client Review 14 days Fri 3/20/20 Thu 4/2/20 117 TCEQ Approval of Final Plans 88 days Mon 2/24/20 Thu 5/21/20 TMI 118 Task 3.3-Membrane Procurement 116 days Tue 3/5/19 Fri 6/28/19 R...........-1 119 Task 3.3.1-Develop Criteria and Procurement Documents 35 days Tue 3/5/19 Mon 4/8/19 120 Client Review 14 days Tue 4/9/19 Mon 4/22/19 121 Finalize Procurement Documents 7 days Tue 4/23/19 Mon 4/29/19 122 Task 3.3.2-Advertisement 26 days Mon 5/6/19 Fri 5/31/19 123 Task 3.3.3-Bid Evaluation and Selection 26 days Mon 6/3/19 Fri 6/28/19 124 PHASE 4-CONSTRUCTION START 1 day Fri 5/22/20 Fri 5/22/20 iv Task Mnininini Project Summary 5 —I Manual TaskMIIMMIIIIIIIMStart-only T Deadline • Project Pearland SWP Overall S Split Inactive Task Duration-only 11111111111111Mge Finish-only 3 Progress Date:Wed 2/13/19 Milestone ♦ Inactive Milestone Manual Summary Rollup External Tasks Manual Progress Summary 1-1 Inactive Summary Manual Summary r "—"--1 External Milestone Paget