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R02-153RESOLUTION NO. R02- I~'~ A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE TASK ORDER NO. 15, BETWEEN THE CITY OF BOYNTON BEACH AND CH2M HILL IN THE AMOUNT OF $209,421 FOR PHASE I (30% DESIGN), TECHNICAL SERVICES FOR THE NEIGHBORHOOD 7/8/9 AREA UTILITY INFRASTRUCTURE IMPROVEMENTS; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, this proposed Task Order authorizes the design work for various utility improvements within the Neighborhood 7/8/9 bounded on the west by 1-95; on the north by Boynton Beach Boulevard; on the east by Florida East Coast Railroad; an don the south by Woolbright Road; and WHEREAS, this project will initially consist of preliminary design or utility improvements to include an inventory, analysis and design for the water distribution system, storm water drainage, and existing surficial utilities to include pavement, swales, and sidewalks. In addition, the Task Order includes an analysis of a potential expansion of the City's east well field and evaluation of the area's raw water transmission line; and WHEREAS, the City Commission upon recommendation from staff, deems it appropriate and in the best interest of the residents and citizens of the City to approve Task Order No. 15 in the amount of $209,421 to CH2M Hill Phase I, Technical services for the Neighborhood 7/7/9 Area Utility Infrastructure Improvements. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA, THAT: Section 1. The City Commission of the City of Boynton Beach, Florida does hereby authorize and direct the Mayor and City Clerk to approve and execute Task Order No. 15 in the amount of $209,421 to CH2M Hill Phase I, Technical services for the Neighborhood 7/7/9 Area Utility Infrastructure Improvements. Section 2. This Resolution shall become effeCtive immediately upon passage. PASSED AND ADOPTED this .~ day of September, 2002. ATTEST: Clerk c aXr ~.~~...~5~ sk Order CITY OF BOYNTON BEACH, FLORIDA commissioner ' c/ Commissioner CH2M Hill - Task Order 15 Task Order No. 15 Phase I (30% Design)- Technical Services for the Neighborhood 7/8/9 Area Infrastructure Improvements A. Background The City of Boynton Beach (the CITY) has approved a bond issue that includes the reconstruction of waterlines within portions of the CITY. This Task Order (AUTHORIZATION) contains improvements within Neighborhood 7/8/9 which is bounded on the west by 1-95, on the north by East/West Boynton Beach Blvd., on the east by the Florida East Coast Railroad, and on the south by East/West Woolbright Road. This study area (referred to as the PROJECT) is illustrated in Exhibit 1. The CITY has requested technical services from CH2M HILL (the CONSULTANT) for the preliminary design of various utilities within the PROJECT boundaries. The project will consist of an inventory, analysis, and preliminary design for the water distribution system, storm water drainage utility, and existing surficial utilities including pavement, swales, and sidewalks. As part of a future phase of work, the undersized and deficient water mains will be replaced, the existing storm water utility will be enhanced, and the surface facilities will be upgraded to meet current standards. This AUTHORIZATION will be considered Phase I of the PROJECT and will provide the data gathering and assessment activities necessary to support future PROJECT designs. In addition to evaluating the water distribution system, the CONSULTANT will also evaluate the existing storm water system and where necessary, develop preliminary designs for the improvements. The PROJECT will consist of preparing planning level designs of swales and exfiltration systems to reduce small-storm street flooding experienced within the PROJECT area. The swales and closed drainage system will be constructed (or restored) in areas where 1.)soil conditions allow for adequate percolation, 2.)will not result in excessive ponding, and 3.)where existing conditions (underground utilities, large trees, etc.) permit construction with minimal conflict. The scope and budget associated with the evaluation, are based on a closed drainage system relying on exfiltration trenches, swales, or surface storage (i.e. no positive outfalls or discharges to surface water). Opportunities for surface water storage will also be evaluated in vacant land within the PROJECT area. The stormwater improvements shall be in general conformance with the recommendations of the 1992 Stormwater Master Plan and the 1999 update to the plan. A plan will be developed to restore and improve roadways within the PROJECT area where significant utility improvements have occurred. Improvements may include restored swales, re-pavement of the roads, sidewalks that are compliant with current regulations including Americans with Disabilities Act requirements, and some landscape enhancements. DFB\TASK ORDER_NEIGHBORHOOD 7-8-9 7-31-02 2 00PM.DOC 1 At the CITY's request, the PROJECT will also include an analysis of a potential expansion of the CITY's east wellfield within the PROJECT area. If the analysis indicates that expansion of the wellfield is feasible and desirable, design, permitting and construction of up to three new production wells will be included during a fuCc-';'e phase of the PROJECT. The new production wells will replace low productivity wells and wells being subjected to increasing chloride concentrations located to the south of the PROJECT area. Due to the potential impacts of the PROJECT on the neighborhood, a public involvement component will also be included. Task 6 of this AUTHORIZATION will assist the CITY and the residents by providing for public involvement in the vision of the PROJECT and will provide a venue for distributing information during the PROJECT. It is the CITY's intent to deliver this PROJECT in two phases. Phase I (consisting of items included in this AUTHORIZATION) will include data gathering, analysis, and preliminary design of the water, storm water, and some above ground infrastructure, and the development of technical specifications and design guidelines. The CITY has expressed a desire to deliver this PROJECT using a "design-build" delivery technique. Following this approach, Phase II will consist of detailed design, permitting, and construction. The PROJECT will be implemented in two Phases, however, only Phase I will be funded under this AUTHORIZATION: Phase I: Phase I consists of the following tasks: Task 1 - Data Gathering includes preparing a justified aerial photograph including development of ground control, developing topographic contours, and identifying right-of-way easement delineation. In addition, a geotechnical investigation will be conducted to identify soil types, depth to groundwater, and percolation rates in areas to receive stormwater improvements. Task 2 - Water System Inventory and Analysis. Under this task, the Consultant will gather data about the existing water mains and develop a prioritized list of lines to be replaced. Proposed pipe replacements and design standards will be presented in the Preliminary Design Memorandum (Task 7) along with recommendations for enhancements to the above ground infrastructure (roads, sidewalks, swales, and landscaping). Task 3 - Stormwater System Inventory and Analysis. This task will include the collection of stormwater related information within the PROJECT area and an assessment of the performance of the existing drainage system within identified problem areas. A preliminary design for system enhancements will then be prepared. Proposed enhancements will be presented in the Preliminary Design Memorandum (Task 7). Task 4 - Neighborhood Improvement Evaluation. It is anticipated that improvements to the drainage system may require the acquisition of vacant land to serve as shallow retention / percolation basins. If this DF~TASK ORDER_NEIGHBORHOOD 7-8-9 7-31-02 2 00PM.DOC 2 should occur, Task 4 will identify potential land to be incorporated into the drainage system and will define the drainage requirements. Above ground improvements to develop retention areas as "pocket parks" will be prepared by the CITY. This task is curren.~!y unfunded through this AUTHORIZATION and if required, will be funded by an amendment. · Task 5 - Analysis of Wellfield Expansion Feasibility - Within the PROJECT area, a raw water line exists that could be utilized to expand the CITY's East Well Field. Under Task 5, three activities will be conducted including ideniJI-ying locations for potential new potable wells, conducting a review of land acquisition procedures, and conducting a carrying capacity analysis of the existing raw water main. An hydraulic model will be used to evaluate the current and potential carrying capacity of the line and its ability to meet additional well field contributions. It is assumed that the existing line is structurally competent to provide the additional service. If preliminary analysis of the line indicates that the line is structurally unsound or incapable of providing additional conveyance, a preliminary design consisting of route, pipe size, and material will be prepared. An order-of-magnitude cost estimate for the wellfield expansion will also be developed and included as part of the Preliminary Design Memorandum (Task 7). · Task 6 - Public Involvement includes a program to notify the residences and gather their input and concerns regarding the proposed improvements. The CONSULTANT will attend up to three (3) public workshop sponsored by the CITY at the inception and at intermediate points of the PROJECT as directed by the CITY. The purpose of this task is to enhance public involvement at the beginning of the PROJECT and to minimize public concerns prior to the implementation of the PROJECT. · Task 7- Preliminary Design Memorandum (Memorandum). A Memorandum will be prepared that outlines the design elements, standards, and criteria that will be used in the development of the final designs for the PROJECT. The Memorandum will summarize the data gathered and the proposed improvements developed in Tasks 1 through 5 of this Task Order and will also include an Engineer's estimate of the probable construction cost. Technical specifications and design standards will be developed using the CITY's documents and included as an attachment to the Memorandum. The Final Memorandum will include the estimated total PROJECT implementation cost and an identification of grants and other funding sources. Phase II: Phase II of the PROJECT will be implemented, upon completion of Phase I, under a separate Task Order. Phase II for this PROJECT will consist of the following tasks: OFI~TASK ORDER_NEIGHBORHOOD 7-8*9 7-31-02 2 00PM.DOC 3 Design of Water Line Replacements · Design of Stormwater System Enhancements · Design of Restorative Features (pavement, sidewalks, swales, and landscaping) · Permitting · Construction of Proposed Improvements · New well / wellfield development · Sanitary line repairs It is the CITY's intent to implement these improvements using a "Design- Build" methodology to reduce delivery costs and to compress the PROJECT schedule. If at the end of Phase I, it is decided that a traditional delivery approach is appropriate, Phase II will consist of Design, Permitting, and Bid Phase Services, while Phase HI would consist of Construction and associated construction inspection services. B. Scope of Services for Phase I Task 1 - Data Gathering The CONSULTANT will retain the services of a registered Professional Surveyor to prepare justified aerial photographs of the PROJECT area showing existing rights-of-ways and utility easements within the PROJECT area. All above ground water line valves and stormwater inlets will be identified and verified using the aerial images. The elevation and/or inverts of all drainage structures will also be determined. The CONSULTANT will contract a geotechnical services firm that will conduct a maximum of 15 test borings and percolation tests. The information collected during the geotechnical studies of the area will be used to support the stormwater analysis by estimating exffltration trench capacities and will support the construction cost estimating task for the other utility improvements. The CONSULTANT will hold a meeting with the CITY staff at the beginning of this task to review purpose, information needs, and schedulirtg. Following the completion of this task, the CONSULTANT will conduct a second meeting to review the data gathered and identify any additional data gaps. Deliverables: · Coordinate and conduct a kick off meeting to identify data needs and project schedule. Prepare and distribute meeting summary following kick-off meeting. · Prepare justified aerial photograph of project area including identification of water valves, fire hydrants, stormwater inlets, and stormwater control structures. · Approximate locations of existing water lines and stormwater utilities will be transposed onto a single aerial photograph along with surface elevations and inverts of drainage structures. · Coordinate geotechnical subconsultant to perform up to 15 soil borings and percolation tests for the evaluation of exfiltration trench performance. DF'B\TASK ORDER_NEIGHBORHOOD 7-8-9 7-31.O2 2 00PM.DOC 4 Coordinate and conduct a meeting with CITY staff at the conclusion of Task I to evaluate remaining data needs. Prepare and distribute meeting summary following Task-1 close out meeting. Task 2 - Water System Inventory and Analysis The CITY Staff will provide atlas sheets and record drawings illustrating the location and sizes of all pipes, valves, meters, and service connections for the existing water distribution system within the PROJECT area. During the Task 1 kick-off meeting, the CONSULTANT will also request other information necessary to complete the preliminary design. It is assumed that no modeling will be conducted to complete the preliminary design and that existing pipes will be replaced with minimum 6-inch diameter lines. If loops are identified that may not meet minimum design criteria, the CONSULTANT may request additional funding to conduct localized modeling. The CITY has identified approximately 10,000 feet of existing pipe to be replaced within the PROJECT area. This length may be underestimated as approximately 77,000 linear feet of roadway exist within the PROJECT boundaries. As part of this TASK, the CONSULTANT will gather information about all the existing water lines within the PROJECT area. The CONSULTANT will then develop a decision matrix to prioritize the replacement of water lines within the PROJECT boundaries. The CONSULTANT will meet with representatives from the CITY's Utility Department to present the recommendations for water line replacement under this program. This evaluation will be based on information provided by the CITY and will include lines that are undersized, areas with maintenance problems, areas with low flow velocity, and fire hydrants with inadequate line pressures or flows. As directed by the CITY, the CONSULTANT will prepare a preliminary design of the proposed replacement water lines that will also include the development of design standards. The preliminary design will include a defined route, pipe size, material type, and appurtenances (connections, fire hydrants, valves) for upgrading the water distribution system. The modified system will improve flow and pressure within the PROJECT area and may provide an improvement in water quality. In addition, waterlines will be relocated within the existing rights-of-way wherever possible to facilitate maintenance activities. The CONSULTANT will field proof the aerial photograph in areas to receive new water lines. During the field investigation, the CONSULTANT will verify the locations of fire hydrants, valve boxes, and service connections (if available). This information will be added to the site figure and the individual sheets for the portion of the water line distribution system to be replaced. Preliminary design route will be applied to individual photogrametric maps at a scale of 1-inch equals 20 feet (total of 55 sheets). For the purpose of preparing this AUTHORIZATION, it is assumed that up to 30,000 feet of water line will be replaced. A cost estimate will then be prepared for the water line replacement. Proposed pipe replacements, design standards, and an engineer's cost estimate will be presented in the Preliminary Design Memorandum (Task 7). DFI~TASK ORDER_NEIGHBORHOOD 7-8-9 7-31-02 2 00PM.DOC 5 Deliverables: · Prepare "Decision Matrix" identi~ting water lines within PROJECT area and recommended replacement priority. Participate in meeting with CITY staff to identify lines to be replaced. Prepared and distribute meeting summary. · Prepare preliminary design for up to 30,000 linear feet of water line replacement. Design will be mapped on aerial photographs at a scale of 1-inch equals 20 feet and will include pipe route, diameter, material type, and appurtenances (fire hydrants, connections, valves). Preliminary design, cost estimate, and permitting requirements, will be presented in the Preliminary Design Memorandum (Task 7). Task 3 - Stormwater System Inventory and Analysis The purpose of this task is to analyze the existing drainage system and to prepare preliminary design improvements to eliminate street flooding, to reconstruct portions of the storm water management system to meet current design standards, and to provide for aesthetic improvements. The goal of this program will be to enhance the existing system, not to provide an entirely new utility. The CONSULTANT shall use available data from the CITY and will meet with CITY staff to identify "problem areas" within the Study Area. Information collected from the aerial survey and from field studies will also be used to assist in determining areas contributing surface flow to the areas where flooding or standing water is occurring. Based on land use, survey data, and geotechnical information, the CONSULTANT will perform the following calculations. · Runoff calculations · Stage- storage calculation · Impervious area ratio calculation · Time of concentration calculation The CONSULTANT will conduct a pre-application meeting with the South Florida Water Management District (SFWMD) to present the PROJECT and to discuss design options and permitting requirements. Following the meeting with SFWMD, specific design criteria will be determined including: · Rainfall depth, duration, and frequency data · Basin characteristics (i.e., areas, slope, length and existing stormwater flow pattern) · Existing and proposed physical conveyance and storage features · Land use characteristics and impervious areas · Soil infiltration rates, storage, and hydraulic conductivity The CONSULTANT will then prepare preliminary designs of swales, exfiltration trenches, and retention ponds to mitigate flooding within the problem areas. Flood conditions and Level-of-Service (LOS) assessments shall include application of the SFWMD and Palm Beach County criteria. The CONSULTANT will then simulate 1.0-inch, 2.5-inch, 5-year-24 hour, 10-year-24 hour rainfall events using a spread-sheet based model. DFI~,TASK ORDER_NEIGHBORHOOO 7-8-9 7-31-02 2 00PM.DOC 6 Anticipated solutions for drainage improvements may include the installation of additional swales within the right-of-way, localized exfiltration trenches, or the incorporation of vacant land into the storm water system as storage features. Several vacant properties exist within the PROJECT area. As part of this task, the Consultant will conduct an inventory of existing vacant properties and evaluate their locations with respect to drainage problem areas. The CITY may chose to incorporate the retention areas as "pocket parks" to enhance neighborhood aesthetics. No field evaluations of vacant land is proposed or included in this AUTHORIZATION. The CONSULTANT will have a meeting with the CITY staff at the beginning of this task to review purpose, information needs, and scheduling. A second meeting will be held with the CITY staff to review preliminary findings and alternatives and to endorse a proposed design concept. Deliverables: The Consultant will: Coordinate and attend a kick-off meeting with CITY staff to review drainage problem areas and to document maintenance issues. The CONSULTANT will prepare and distribute a meeting summary. · Meet with SFWMD to present the project and to discuss design options and permitting requirements. · Prepare runoff, impervious ratio, and time of concentration calculations. · Prepare proposed preliminary drainage design improvements. Improvements will be documented on the PROJECT aerial maps generated during Task 2 and will include locations of new catch basins, swales, and piping, and the size and locations of retention ponds and exfiltration trenches within the "problem areas" identified by the CITY. It is assumed that up to 5,000 linear feet of roadway will receive stormwater enhancements and that an additional five sheets of detail.~ will be prepared to address stormwater specific issues. · Coordinate and attend a meeting with CITY staff to review the proposed drainage improvements. The CONSULTANT will prepare and distribute a meeting summary · Present the preliminary design, design standards, estimated cost of construction, permitting requirements in the Preliminary Design Memorandum (Task 7). Task 4 - Neighborhood Improvement Evaluation It is antidpated that vacant land may be obtained by the City to improve the storage capacity of the stormwater utility. This type of storage feature poses the opportunity for the creation of a "pocket park" that could provide recreational use in addition to serving as a storm water retention area. As part of this task, a mina'-master plan will be prepared for the potential improvements that could be incorporated into a stormwater storage area. If this service is requested, the CONSULTANT will request additional funding to develop conceptual plans for the development of storage areas within "pocket parks." The CONSULTANT would provide stormwater preliminary designs while the CITY would DFI~TASK ORDER_NEIGHBORHOOO 7-8-9 7-31-02 2 00PM.DOC 7 design above ground improvements. This task is not funded under this AUTHORIZATION. Task 5. Analysis of Wellfield Expansion Feasibility The CONSULTANT will perform an evaluation of the existing 18-inch raw water main capacity located in the southwest comer of the PROJECT area. The CONSULTANT will meet with CITY staff to obtain information pertaining to the location, use, and condition of the pipe. A capacity analysis will be performed to determine the increase in operating pressure of the raw water main with the proposed wellfield expansion. As-built drawings of the pipe will be used for the modeling input. It is assumed that the structural integrity of the existing pipe is sound. Collection of coupons from the main and field verification of modeling results are not included with this task. Public lands will be identified and evaluated to determine the feasibility and cost effectiveness of constructing production wells on selected City-owned properties or in existing rights-of-ways. The CONSULTANT will then perform a land acquisition analysis to identify procedures to acquire land or an access agreement. Based on the results of the raw water main evaluation and the land acquisition analysis, the CONSULTANT will develop an order-of-magnitude cost estimate and a summary of permitting requirements for the proposed wellfield expansion. The CONSULTANT will conduct a meeting with the CITY staff at the beginning of this task to review purpose, information needs, and scheduling. A second meeting will be held with the CITY staff to review preliminary findings and alternatives. Deliverables: · The CONSULTANT will coordinate and attend a kick-off meeting with CITY staff to review existing well field configuration and raw water main data. This meeting will be conducted during Task 2 and will not represent an additional meeting. Review locations for potential new production wells within the PROJECT area. Conduct a capacity analysis of the existing raw-water distribution pipe. Meet with City to evaluate and agree upon potential well locations. Meet with SFWMD to review permitting requirements for replacement wells. Present the preliminary design (locations, piping routes, and sizes), design standards, estimated cost of construction, permitting requirements in the Preliminary Design Memorandum (Task 7). Task 6 - Public Involvement The CONSULT~ will partidpate in up to three (3) Public Workshop du_H_ng t_his project to gather concerns from the impacted residents and to disseminate information regarding the proposed improvements. The CITY will schedule, advertise, and provide a meeting location, while the CONSULTANT will prepare graphic materials suitable for public presentation and discussion. The CONSULTANT will provide a meeting summary and compile comments. The CONSULTANT will not provide written responses to each CO1TLlllent. DFB\TASK ORDER_NEIGHBORHOOD 7-8-9 7-31-02 2 00PM.DOC 8 Deliverables: The CONSULTANT will attend up to three (3) public workshops with the CITY staff to identify problem areas, to review the proposed improvements, and to review the proposed project schedule. · The CONSULTANT will prepare digital images suitable for display, and up to 8 foam boards illustrating project improvements. · The CONSULTANT will prepare and distribute meeting summaries, sign in sheets, and concerns raised by the residents. Task 7 - Preliminary Design Memorandum The CONSULTANT will prepare a Preliminary Design Memorandtun (Memorandum), summarizing the design elements, standards, and criteria that will be used in the development of the final design and construction plans for the PROJECT. This memorandum will provide sufficient detail and information to illustrate the locations of the proposed improvements and to confirm that the proposed improvements are feasible to construct according to the recognized standards for the PROJECT and will serve as the basis for permitting of the PROJECT. Proposed utility improvements as well as generic restorative and neighborhood improvements will be located on the aerial photographs developed during Task 1. The results of utility analyses will be presented along with the preliminary designs developed for Tasks 2 through 5. The Memorandum will identify the sequence of work and will establish the work approach so that water service (and fire protection service) is uninterrupted. An Engineer's estimate of probable construction cost will be included in the Draft memorandum. The Final Memorandum will include the estimated design-build PROJECT implementation cost if the CITY determines that this is the recommended delivery method. It is the CONSULTANT'S goal to establish the foundation for permitting with the various public entities under this program. A preliminary meeting will be conducted with the SFWMD, however, a General Environmental Resource Permit (ERP) will neither be applied for nor obtained trader this AUTHORIZATION. The Memorandum will, however, outline the permitting requirements, costs, and lead agencies. Preparation and submission of all permit documents will be included in the Scope of Work for Phase II. Deliverables: · The CONSULTANT will prepare a Draft Memorandum that will include preliminary designs for water line replacement (Task 2), stormwater system improvements (Task 3), and options for expansion of the CITY's East Well Field (Task 5). The document will include preliminary design layouts, design standards, technical specifications provided by the CITY, permitting requirements, implementation sequence, and estimate of construction cost. The CONSULTANT will provide three (3) copies of the Draft Memorandum to the City. · The CONSULTANT will attend a review meeting where the results of the Memorandum are presented and will gather and incorporate the CITY's comments. · The CONSULTANT will prepare the Final Memorandum that will also include a cost estimate and proposal to implement the improvements using a "design-build" approach. DFB~TASK ORDER_NEIGHBORHOOD 7-8-9 7-31.02 2 iX)PM.DOC 9 The proposal will be delivered as a separate attachment. Five copies of the Final Memorandum will be delivered to the CITY. · The CONSULTANT will provide an electronic copy of the Final Memorandum to the CITY on a compact disk in PDF (read only) format. C. Assumptions The CITY and CONSULTANT will meet to determine water lines within the PROJECT to be replaced. Replacement criteria will include undersized pipes, pipes with maintenance problems, areas with insufficient fire flow, and areas with unacceptable velocity to meet water quality standards. Up to 30,000 feet of water distribution system piping will be considered for replacement. The water line design does not include a network model. If modeling is determined to be necessary based on the lines to be replaced, a modification to this AUTHORIZATION will be submitted. Field verification of water system components will only be conducted in areas proposed for pipe replacement. The scope and budget are based on a closed drainage system with exfiltration trenches, swales or surface storage (i.e. no positive outfall). The stormwater improvements shall be in general conformance with the recommendations on the 1992 Stormwater Master Plan and the 1999 update to the plan. Stormwater system improvements are limited in nature and will be confined to a small portion of the Project Area. Up to 5,000 linear feet of roadway will receive preliminary drainage improvements. The raw-water pipe line located within the PROJECT area will not be evaluated for structural integrity under this Phase I Scope of Work. It is assumed, since the line is in service, that it is in adequate physical condition to carry additional water and pressure. If the line has inadequate capacity, a preliminary design will be prepared to replace the raw water line. Utility improvements will be evaluated for the entire PROJECT area except for the areas between Woolbright Road and SW/SE 11· Avenue where the water line has previously been replaced. Above ground improvements (sidewalks, landscaping, traffic calming, etc.), will not be considered in the area around the City Hall Complex. The CONSULTANT assumes that in Phase II, the collection of any additional information needed for the preparation of construction drawings and will be included in the implementation costs of Phase II. The CITY will coordinate all meetings for Public Involvement. Coordination will include identifying an appropriate location, advertising, and mediating the agenda. The CITY and CONSULTANT will provide all requested data, attend all meetings, and conduct requested reviews in a timely manner. DFB~TASK ORDER_NEIGHBORHOOD 7-8-9 7-31-02 2 0OPM.DOC 10 D. Contract Reference This Task Order shall be performed under the terms and conditions described within the Agreement for General Engineering Consulting Services dated October 4, 2000 between the City of Boynton Beach and CH2M HILL. E. Compensation Compensation by the CITY to the CONSULTANT for Phase I will be a lump sum basis in accordance with the above mentioned Agreement. The estimated compensation for the services described in this Task Order is $209,421 as shown in Table 1. TABLE 1 - PHASE I - NEIGHBORHOOD 7/8/9 WATERLINE AND RELATED IMPROVEMENTS Labor Labor Cost Expense Cost Total Hours Task 1 - Data Gathering 216 $20,592 $37,866 $58,458 Task 2- Water System 554 $44,092 $5,367 $49,459 Inventory and Analysis Task 3- Stormwater System 276 $25,448 $3,901 $29,349 Inventory and Analysis Task 4 - Neighborhood 0 0 $0 $0 Improvement Evaluation Task 5 - Analysis of Wellfield 108 $10,182 $1,108 $11,290 Expansion Feasibility Task 6 - Public Involvement 106 $9,948 $3,144 $13,092 Task 7 - Preliminary Design 426 $42,984 $4,789 $47,773 Memorandum Phase I Total 1,686 $153,246 $56,175 $209,421 DFB\TASK ORDER_NEIGHBORHOOO 7-8-9 7-31-02 2 00PM.DOC 11 G. Schedule The CONSULTANT will commence services upon receipt of written AUTHORIZATION and will complete all work associated with this Task Order 15 within 24 weeks from the receipt of AUTHORIZATION. A schedule of Phase I is present as Exhibit 2 of this Task Order. APPROVED BY: CITY OF BOYNTON BEACH, FLORIDA Mayor Gerald Broening Dated this IO day of Se OT'o ,2002. SUBMITTED BY: CH2M HILL, INC. DFI~TASK ORDER_NEIGHBORI'KX)O 7-8-9 7-31-02 2 {)OPM.DOC 12 ~ MINER RD ,/~....~ ~ / / J ~' ~ !/.~ - ~ BOYNTON I - '~'---- ~ [ I/ OLD BOYNTON RD ~ BEACN"~':' ~1 ~!~ I I/ ~ .... ~.. ~1 '~-': ...... t / ~OCEAN PROJECT VIL~GE OF o / / Jl , ..... -L DELRAY Exhibit ~ Ph~e I-Neiohbo~ood 7/8/9 Stud~ ~r~o ~H2MHILL DWG ~ ~ :. MAN, LAPAN GATEWAY BLVD L-22 Canal T N RD t BEACH '~ .... ~[ gj / / / OLD BO O SW 23 AV ,~ .'-' // .... EEZES L-27 Conol DELRAY BEACH hibit Phase I-Neighbo~ood 7/8/9 Study ~ea CH2MHILL 07-19-02 162966.~F%