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Home My WebLink About20043380.tiff AGREEMENT FOR PROFESSIONAL SERVICES THIS AGREEMENT is made and entered into this day of , 2004, by and between the County of Weld, State of Colorado, by and on behalf of Weld County Public Works Department, whose address is P.O. Box 758, 1111 H St., Greeley, Colorado 80631, hereinafter referred to as "County Department," and PBS&J, whose address is 5500 Greenwood Plaza Blvd., Suite 150, Greenwood Village, CO 80111, hereinafter referred to as "Contract Professional." WITNESSETH: WHEREAS, County Department is in need of hiring an independent contract professional to perform the following "Professional Services:" the professional services listed in the Scope of Services attached hereto as ordered by County Department and WHEREAS, Contract Professional has the time available and is willing to perform the Professional Services, according to the terms of this Agreement. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties hereto agree as follows: 1. TERM: The term of this Agreement shall be from date of execution shown above, through and until completion of final design services as defined in the attached scope of work and as shown in the attached schedule. The term may be extended by modification of this contract as agreed to by both parties, in writing. 2. SERVICES PROVIDED BY CONTRACT PROFESSIONAL: Contract Professional agrees to perform the Professional Services for the compensation provided below and as attached in the Scope of Work. COMPENSATION: County Department agrees to pay Contract Professional for all service performed hereunder as follows: The Professional Services shall be provided at the rates set forth in the attached Work Hour Estimate and shall not exceed the maximum compensation of $660,700.00. This fee is compensation for design services only as described in the attached Scope of Work and Work Hour Estimate. All compensation amounts payable after the current fiscal year are contingent upon funds for that purpose being appropriated, budgeted, and otherwise made available. 3. INDEPENDENT CONTRACTOR: Contract Professional agrees that he or she is an independent contractor and will not become an employee of County Department, nor is he or she entitled to any employee benefits from County Department as a result of the execution of this Agreement. 4. INDEMNIFICATION, DESIGN AND INSURANCE: Contract Professional shall indemnify County Department, its officers and employees, against liability for injury or damage caused by any negligent act or omission by Contract Professional in the performance of this Agreement and shall hold County Department harmless from any loss occasioned as a result of the performance of this Agreement. Contract Professional shall be responsible for the professional quality, technical accuracy, timely completion, and the coordination of all services rendered by Contract Professional and shall, without additional compensation, promptly remedy and correct any errors, omissions, or other deficiencies. Contract Professional shall maintain commercial general liability insurance in the amount of $500,000 combined single limits and errors and omissions insurance in the amount of$1,000,000. WCR 7 over St. Vrain �Ga SO Page 1 of 3 /C) ��: - Pei)Pei) 2004-3380 '7_e)v 5. NON-ASSIGNMENT: Contract Professional may not assign or transfer this Agreement, any interest therein or claim thereunder, without the prior written approval of County Department. 6. ACCESS TO RECORDS: County Department shall have access to Contract Professional's financial records for the purposes of audit. Such records shall be complete and available for audit 90 days after final payment hereunder and shall be retained and available for audit purposes for at least five years after final payment hereunder. 7. TERMINATION: Either party may terminate this Agreement at any time by providing the other party with a 10-day written notice thereof. Furthermore, this Agreement may be terminated at any time without notice upon a material breach of the terms of the Agreement. 8. TIME OF THE ESSENCE: Time is of the essence in each and all of the provisions of this Agreement. 9. ENTIRE AGREEMENT/MODIFICATIONS: This Agreement constitutes the entire understanding between the parties with respect to the promises and covenants made therein. No modification of the terms of this Agreement shall be valid unless made in writing and agreed to by both parties. 10. NON-APPROPRIATION: No portion of this Agreement shall be deemed to create an obligation on the part of County Department to expend funds not otherwise appropriated in each succeeding year. 11. WAIVER OF IMMUNITIES/THIRD PARTY LIABILITY: No portion of this Agreement shall be deemed to constitute a waiver of any immunities of County Department or its officers or employees may possess, nor shall any portion of this Agreement be deemed to have created a duty of care with respect to any persons other than County Department and not a party to this Agreement. 12. COUNTY REPRESENTATIVE: County Department will designate, prior to commencement of work, its project representative ("County Representative")who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the project. All requests for contract interpretations, change orders, and other clarification or instruction shall be directed to County Representative. 13. MONTHLY REPORT: Commencing thirty (30) days after the date of execution of this Agreement and every thirty (30) days thereafter, Contract Professional is required to provide County Representative with a written report of the status of the work with respect to the Scope of Services, Work Schedule, and other material information. Failure to provide any required monthly report may, at the option of the County, suspend the processing of any partial payment request. 14. ACCEPTANCE NOT WAIVER: County Department's approval of drawings, designs, plans, specifications, reports, and incidental work or materials furnished hereunder shall not in any way relieve Contract Professional of responsibility for the quality or technical accuracy of the work. County Department's approval or acceptance of, or payment for, any of the services shall not be construed to operate as a waiver of any rights or benefits provided to County Department under this Agreement. WCR 7 over St. Vrain Page 2 of 3 IN WITNESS WHEREOF,the parties hereto have signed this Agreement this 27th _day of October , 2004 COUNTY DEPARTMENT: F ±_ � lei GG ( COUNTY OF WELD, a political subdivision Weld County Clerk to the x•, :� Board of the STATE OF COLORADO: 1861 _.: fii t It _ k-Qt&_ �. wB �. /� By: Na..* Deputy C erk to the Board Robert D. Masden, Chairman 10/27/2004 e Board of County Commissioners of the � County of Weld CONTRACT PROFESSIOMIL: By: 1 ac Date: "I t c- d ¢ Name: ,71 ' C. l'4EC itl C fm-t-4 . Title: c5�• ✓•ee. 72t; SUBSCRIBED AND SWORN to before me this 1� day of O iz aee ,c2co 5t 73y MrannEL N. Me-FACL. WITNESS my hand and official seal. �j��7\J Notary Public My commission expires: a—aa`/-OS ��e � �� Tr°mr,;a�� DIANNE HILL � 8.��, Notary Public Slob of Nwailo aoUoTy or d 4-ec V' Aj No. 93-1153-1 My appt.exp. Nov.24,2005 WCR 7 over St.Vrain Page 3 of 3 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) We are motivated and look forward to the opportunity to work for Weld County and believe this project is the perfect opportunity to demonstrate why PBS&J is a consultant of choice for municipal, county, state, and federal clients throughout Colorado. PBS&J will coordinate the work of our sub-consultants and vendors seamlessly, and deliver the necessary services to complete the Weld County Road 7 (WCR 7) from SH 119 to Weld County Road 26 (WCR 26)project. Our sub-consultants GeoCal, Inc. (GeoCal); PKM Design Group (PICM); Western States Surveying, Inc. (WSSI) share in PBS&J's commitment to providing the highest-quality service. SCOPE OF PROPOSAL Project Objective Our understanding of the project objective is to provide Weld County final roadway design plans that address all environmental concerns and independent project management services. Services will include survey, conceptual and final roadway and bridge design, right-of-way(ROW)plans, hydrology/hydraulics reports, environmental studies, local agency and public coordination,permitting and clearances, construction management, and construction plans delivered in PDF format. Our design will follow the Weld County's Mixed Use Development and other applicable Standards; and Colorado Department of Transportation (CDOT) format in accordance with American Association of State of Highway Transportation Officials (AASHTO). We will address all project issues while maintaining close and continuous coordination with Weld County staff. We will conduct a thorough analysis of all the environmental issues, provide mitigation, and obtain the necessary clearances and approvals. Environmental issues include wetland analysis and creation, wildlife movement and protection, and St. Vrain State Park user needs. A hydraulics report will be prepared to document the many complex issues involving floodplain analysis,wetlands, and bridge crossing. The traffic study and roadway and bridge design will require context-sensitive design solutions (CSDS)that address the needs of not only the traveling public but that of St. Vrain State Park, county trails, environment, and the local community. Public and agency involvement will be integrated throughout the project. Methodology This project is unique in that the 75%preliminary plans will be designed to the ultimate four-lane arterial roadway and an interim roadway section. The final design/construction plans will be for an interim roadway section(with necessary turn lanes)that accommodates the anticipated future section or a combination of the ultimate section and interim section. Our project methodology includes project initiation and continuing requirements; conceptual, preliminary, and final design; and construction services. Our approach to delivering a successful, high-quality product includes: 1 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) Project Initiation and Continuing Requirements. 1. Project Management. Project management and project administration will be provided throughout the project including daily project coordination,monthly billings, invoices, and progress reports detailing project progress, milestones, issues and concerns. 2. Project Kick Off and Progress Meetings. PBS&J will schedule and attend a pre-design kick-off and site visit, and hold biweekly progress meetings (estimated 22) with Weld County and other key agencies such as St. Vrain State Park, CDOW, and U.S. Army Corps of Engineers (USACE) in order to discuss the project status and resolve issues. Meeting minutes will be prepared and submitted within seven calendar days. 3. Routine Requirements. PBS&J will coordinate work activities, and develop and maintain a project schedule and will track project critical path items. The schedule will be submitted for approval by Weld County. We will ensure subconsultant coordination to complete the project on time and on budget. Any schedule delays and budget concerns will be discussed with you immediately. 4. Quality Control. PBS&J integrates quality assurance and quality control QA/QC) into every project to ensure our clients receive the best deliverable. We have in-place, proven project controls for project quality,budgets, and schedules. PBS&J's project controls are documented and defined in our Quality Control and Assurance for Projects (QCAP)Manual. Our QCAP process is based on the premise that two responsible and qualified individuals, using a five-step procedure, agree on the correctness of each work product before it, or dependent documents, are released. As Project Manager, Wes Goff will be responsible for QA activities. QC reviews will be completed on each deliverable prior to submittal to Weld County. B. Conceptual Design. During conceptual design we will coordinate with Weld County to assure that proposed alternatives meet the needs and are reasonable. A decision matrix with scoring will also be provided to facilitate and support the final decision. Careful environmental analysis will be completed to ensure impacts are minimal for all alternatives. These alternatives will be presented to the public in an open house format for feedback. PBS&J will perform and/or furnish the following conceptual design services: 1. Conceptual Plans. We will prepare up to three conceptual horizontal and vertical roadway and bridge design layouts (including alternate bridge types) for the ultimate four-lane typical section. These concepts will be overlaid on aerial mapping of the project area. The layouts will focus on the area between WCR 24.5 and WCR 26 to optimize the bridge crossing over the St. Vrain River and minimize visual impacts near the St. Vrain State Park entrance. The plans will show the proposed horizontal and vertical alignments, pavement edges, the proposed bridge and other drainage facilities, access, and the existing ROW. 2 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) Typical roadway sections for the ultimate four-lane facility will also be developed. We will coordinate with Weld County staff regarding proposed developments along the WCR 7 corridor. Our proposed bridge length will address the required hydraulic opening based on the floodplain assessment and Federal Emergency Management Agency(FEMA) requirements. A low-chord elevation will be determined to provide necessary freeboard for the design flood and desired vertical clearance for future recreation paths. The structure depth will be a function of the roadway profile and number and location of substructure units. Recognizing the environmentally sensitive location of the crossing, the number of piers will be minimized and the locations will be chosen to limit impacts to the St. Vrain River(i.e., step across the river rather than in it). Bridge profile,height, visual impacts, aesthetics, noise reduction, and costs will be analyzed. The rural and wild character of the adjacent terrain calls for structure aesthetics that blend into its surroundings. We will work with PKM, St. Vrain State Park, and Weld County to develop context-sensitive structure aesthetics. In addition, the proposed bridge should not impair sight of the Rocky Mountains within the view shed. Conceptual layouts and renderings with views from the roadway and St Vrain State Park illustrating the different structure types will be prepared. This is to help evaluate the structure type and locations of the bridge crossings. An opinion of probable construction cost will be calculated for each bridge type and crossing based on historical unit price information. A design matrix with scoring will be developed to support the bridge selection process. 2. Surveying and Mapping. WSSI and North American Mapping(vendor)will prepare base mapping of the project area and collect information regarding existing property corners and monuments along the corridor. This effort will include the following: a) Developing the required base topography(county datum) and control information necessary for the project area. Topographic mapping will be accomplished with aerial photography, analytical aerotriangulation, and 50- scale planimetric mapping with one-foot contours. The mapping limits will start 1,000 feet south of the WCR 7 and SH 119 intersection and end 1,000 feet north of the WCR 7 and WCR 26 intersection (the aerial Photography will extend to 1000 feet North of Co. Rd. 28)with a corridor width of 1,000 feet(500 feet each side of the existing centerline). The corridor will be expanded to 2,000 feet (1,000 feet each side of the extension of the centerline of WCR 7)between WCR 24.5 and WCR 26 (approximately 2,640 feet). The expanded surveyed area will be through the wetland area encompassing the St. Vrain River. Then existing aerial survey data with one-foot contours provided by Weld County for the area between SH 119 and WCR 26 will be supplemented with additional stream cross sections and used for the floodplain analysis. To improve the quality and accuracy of the contour map, the existing roadway will be profiled and a 300-foot wide topographic survey 3of19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) will be completed for the area between WCR 24.5 and WCR 26 once Weld County has approved the preferred alignment. b) Supplemental surveying activities include locating existing utilities, drainage structures, irrigation facilities, and miscellaneous facilities (including coordinating and field locating underground utility markings by relevant utility companies); surveying the location and depth of utility potholes; and locating and obtaining vertical elevation of geotechnical borings. Permission to Enter will be obtained from all affected property owners using the Weld County form and will include contact phone numbers. The owner will be asked about any utilities and other underground facilities (such as private gas lines) in the area and this will be documented. These permission to enter forms will be filled out to cover all activities required for the design including geotechnical investigations, well monitoring holes, environmental surveys and etc. Copies of these forms will be provided to Weld County and the appropriate sub-consultants and venders. c) Other survey activities include verifying and establishing horizontal and vertical control and locating all property corners and land monuments tied to the control points. 3. ROW Ownership Mapping. WSSI will create ROW ownership base mapping (including utility easements) showing adjacent property lines and existing ROW limits based upon found monumentation and title information(provided by Land Title [vendor]) for approximately 7 owners. Land Title must be available to Weld County for closing. This base map will be overlaid on the conceptual layouts to assess property owner impacts. 4. Drainage and Floodplain Assessment. We will perform the following to assess drainage and floodplain impacts. a) Data gathering and criteria—All available and relevant studies, master plans, and Flood Insurance Study(FIS) data for the project area will be collected and reviewed. A review of Weld County's design criteria and those of other affected agencies, such as CDOT and Colorado State Parks, will be performed to determine rainfall, design frequency information, pipe sizing and materials, and all other pertinent criteria. A site visit will be scheduled with Weld County Engineering and Maintenance staff to discuss existing flooding problems and other drainage issues. A memorandum will be prepared summarizing the pertinent findings and criteria. b) Hydrology—A detailed hydrologic analysis of the basins draining through the project site will include determining basin delineation and peak runoff. Current and/or future development will be evaluated for potential hydrology impacts. Hydrologic methodology will consist of the Rational Method for basins under 90 acres and CUHP for basins larger than 90 acres. FEMA regulated flows will be used at the St. Vrain River Bridge and other major drainage way crossings. 4 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) c) Floodplain impacts—The probable impacts of the proposed St. Vrain River Bridge alternatives will be assessed. A list of possible mitigation measures or actions for the adverse floodplain impacts will be developed for each alignment. A discussion of the pertinent aspects of the analysis, identification of the significant floodplain/drainage impacts, and the possible practical mitigating actions for the alternatives will be included in the Conceptual Design Report. 5. Environmental Data Records Research and Field Data Research. The environmental clearance portion will first involve research of potential environmental issues. We will perform a records search and existing report review for potential environmental issues of concern within the project area. Potential permitting needs, agency coordination needs, and a schedule for the clearances,permits, and mitigation will be documented in the Conceptual Design Report as the background environmental data chapter. Research may involve using electronic databases or searches at Weld County offices including: • Public Works-Engineering Division • Planning and Zoning • GIS and Mapping • Clerk and Recorder • Public Health and Environment • Weed and Pest Division Research on other electronic databases or searches may be done at state and federal agencies including: • CDOW • Colorado State Parks • Colorado Department of Public Health and the Environment(CDPHE) • USACE • U.S. Environmental Protection Agency(EPA) • FEMA • U.S. Fish and Wildlife Service (USFWS) • Natural Resources Conservation Service (NRCS) Environmental resources will be field surveyed and mapped with Global Positioning System (GPS)within the project area. Some resources, such as wetlands,will be mapped by WSSI. The area by St. Vrain River will be aerial surveyed 1,000 feet each side of centerline in order to determine more detail about the wetlands and their topography. The need for surveying of various environmental features will be determined based upon the findings of the records search. This task also includes incorporating environmental conditions into conceptual engineering plan sheets. 5 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) The following resources will be examined as a part of this task: a) Wetlands—We will research wetlands by studying previously conducted wetland delineations,NRCS soils data, aerial photographs,U.S. Geological Survey topographic maps, and/or National Wetland Inventory Maps from the USFWS. Field updates of the existing wetland delineations will be performed, if necessary. We will conduct soil samplings and vegetation classifications, review soil surveys, take photographs, update the wetlands map, and complete USAGE Wetland Data forms based on the 1987 USACE Wetland Delineation Manual. b) Waters of the U.S. and Ditches—After examining aerial photographs and other county mapping, we will verify Waters of the U.S. and ditches that may be subject to Section 404 regulation if impacted. (Floodplains will be identified and mapped in Task 3, Preliminary Design.) c) Threatened, Endangered, and Colorado-Sensitive Species for Fish, Wildlife, and Plants—Previously conducted presence and absence studies for Preble's Meadow Jumping Mouse and previous threatened and endangered (T&E) species clearances will be examined. After negotiations with CDOW and Colorado State Parks,we will determine if there is a need to conduct additional presence/absence surveys of threatened, endangered, and Colorado- Sensitive Species. If required,we will conduct these surveys. d) Wildlife Movement—We will research known wildlife migration or corridor crossing areas especially the mule deer herd using Barbour Ponds and identify corridor wildlife crossing locations. Weld County and CDOW will be consulted to determine the need for wildlife tracking studies to determine crossing locations. If needed,we will conduct a wildlife tracking study according to CDOW procedures. Data will be used to guide roadway design. e) Prairie Dogs—We will research, quantify, and map prairie dog colony and consult with Weld County on desired removal techniques should it be determined feasible. f) Raptors—Area raptors, such as burrowing owls or red-tailed hawks, will be researched and nest locations determined and mapped with GPS. We will monitor and map prairie dog colonies for presence of burrowing owls using recommended CDOW procedures. g) Noxious Weeds—County maps of existing noxious weeds from Weld County Weed List will be examined: Canada thistle (Cirsium arvense), Dalmatian toadflax (Linaria dalmatica),Diffuse knapweed (Centaurea diffusa), Field bindweed (Convolvulus arvensis), Leafy spurge (Euphorbia esula), Musk thistle (Carduus nutans), Russian knapweed (Acroptilon repens), Scotch thistle (Onopordum acanthium). A weed presence absence survey will be conducted and weeds mapped with GPS. 6 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) h) Trails—Identify any proposed alignments of planned trails such as Legacy Trail relative to project template ideas. Determine appropriate agency contacts for future coordination with design plans. Provide data to PKM for future landscape architectural design. 6. Impact Analysis. An impact analysis will be completed to determine the effects of projected development along the existing roadway network. Existing traffic information will be gathered and reviewed. This will be supplemented by existing traffic count information gathered at the intersections of WCR 7 at SH119, WCR 24.5, WCR 26, and WCR 28. Based on regional traffic model projections and detailed traffic projections from nearby developments, the proposed high school and expansion of the St. Vrain State Park, future volume conditions along WCR 7 will be determined. Future conditions will include a long-range traffic projection to assess the ultimate design of WCR 7 and an interim projection to assess the adequacy of a phased construction. Alternate designs (including a roundabout) of the intersection of Weld Co. Rd 24-1/2 (St. Vrain State Park entrance) and Co. Rd. 7 will be analyzed and a decision matrix will be provided. Traffic signal operations and queue analysis will be performed using the Synchro traffic signal software and methodologies described in the 2000 edition of the Highway Capacity Manual. The results of the analysis will be documented in a report provided to Weld County for approval. 7. Public Involvement. Public involvement is an important project element because of the St. Vrain State Park and community interest. To address these concerns, various public involvement methods will be used to ensure effective public outreach. These techniques will ensure honest, clear, and open communication and build strong partnerships with stakeholders. Our techniques include: a) Open House Meetings—Two to three open house meetings will be conducted. The first meeting will occur during the conceptual phase of the project to identify stakeholder concerns. Exhibits will be prepared for the meeting and comment sheets will be provided. The meeting will be advertised through county newsletter/newspapers and through posters that will be placed at key locations throughout the area. Approximately 300 flyers will be mailed to stakeholders (addresses supplied by the County). Based on the attendees at the open house meetings, a project contact list will be developed. Summaries of comments from each meeting during the conceptual, preliminary, and final design will be provided to Weld County including copies of all written comments. b) One-on-One Stakeholder Meetings—Recognizing that in addition to the affect the project will have on the various users of the roadway, there are some specific interests including property owners that may be more directly affected. To address these concerns, a series of one-on-one stakeholder meetings will be held. These meetings will be focused on specific concerns of the various stakeholders (e.g., St. Vrain State Park and adjacent property owners) and will typically include using project materials that have already 7 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) been developed. These meetings will be scheduled with Weld Co. so that their representative can attend. Meeting notes will be prepared for each meeting. 8. Conceptual Design Report. This report will be developed to document the results of the conceptual design phase and issues raised at the open house meetings. Conceptual plans, design calculations, environmental issues, cost estimates, and ROW requirements will be included for each alternative. The supporting decision and scoring matrix for the preferred alternative will be included in the report. C. Preliminary Design (75% submittal). The preliminary design will include all work necessary to prepare a plan package based on the ultimate roadway configuration selected during the conceptual design phase. Preliminary design activities include: 1. Impact Analysis. An impact analysis completed in the concept stage will be updated based upon any new information acquired in that process. 2. Traffic Signal. A traffic signal plan will be developed for the intersection of WCR 7 with WCR 24.5, if warranted, at a scale of 1"=30'. The signal at WCR 24.5 will be designed for the ultimate section and in accordance with CDOT standard plan S-614-40. Signal design modifications required to meet the needs of an interim roadway design will be included. Signal modifications to the existing signal at SH 119 for compatibility with the ultimate section will be identified. 3. Preliminary Roadway Design. Roadway plan and profiles will be developed at a scale of 1"=100' for the preferred four-lane alternative selected during the conceptual phase. These plans will include the existing topography,proposed edges of pavement, islands, existing and proposed utilities, and drainage structures. Intersection details will be prepared at a 1"=30' scale illustrating the proposed intersection geometry and grading at the WCR 7 intersection with SH 119, WCR 24.5, and WCR 26. The County Road 26 intersection will be coordinated with the developers to the north to insure design compatibility. Cross sections will be prepared at 100-foot intervals. Slopes, catch point stations, and offsets will be labeled. 4. Preliminary Drainage Design. PBS&J will complete the hydraulic design of the proposed facilities as determined during the Drainage and Floodplain Assessment. This will include hydrologic analysis, spread-width analysis, storm drain and culvert hydraulics, and miscellaneous hydraulic calculations. Hydraulics of the St. Vrain River Bridge and Liberty Gulch will be modeled and analyzed using HEC-2 or HEC-RAS if approved by Weld County. Existing floodplain limits and base flood elevations will be accurately determined from current conditions and compared with regulatory data. The proposed bridge over the St. Vrain River will be designed to meet FEMA regulations. A LOMR and CLOMR application(if required) will be prepared to address revisions to the floodplain and river 8of19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) channelization. The work will also include plan and profiles for the proposed storm drains, any cross structures, and miscellaneous hydraulic calculations. A preliminary drainage report will be prepared summarizing the conclusions and recommendations for design. Drainage plan sheets, structure cross sections, and detail sheets will be developed for the proposed WCR 7 alignment. Plan and profile sheets will be at a scale of 1"=50'. 5. Preliminary Major Structure Design. The major structure over the St. Vrain River will be designed in accordance with the AASHTO Standard Specifications for Highway Bridges or AASHTO Load Factor Resistance Design (LFRD)Bridge Design Specifications, and the CDOT Bridge Design Guide. The structure preliminary design will include: a) Determine the structure type alternatives for the bridge configuration chosen in the conceptual design phase. This includes precast and cast-in-place concrete and steel superstructures and the determination of spans and depths for each. b) Determine the foundation alternatives. This includes piles, drilled caissons, spread footings, and mechanically stabilized earth foundations based on the geotechnical investigation recommendations. c) Prepare preliminary general layout for the recommended structure. Prepare structure layouts in accordance with the CDOT Bridge Detailing Manual. Special detail drawings will be developed and include the architectural treatment. An independent design and detail check of the general layout will also be performed. 6. Environmental Evaluation. Once the preferred roadway alternative has been selected, potential impacts to the environmental resources will be evaluated. Methods for avoidance, minimization, and mitigation of impacts to environmental resources will be assessed early in the design to limit impacts while balancing considerations of safety in design and economic feasibility. Specific activities to be performed include: a) Wetlands— 1) Using the roadway and bridge template for the preferred alternative, quantify potential number of acres to impact wetlands and estimate permanent takes and temporary construction impacts. 2) Investigate opportunities to avoid, reduce, or minimize impacts. For example, examine bridge width to height ratio to limit shading impacts to wetlands. 3) Install up to 40 ground water monitoring wells. PBS&J will obtain a well permit from the State Engineer's office. Conduct the well boring by drilling one to two inch in diameter wells approximately four to five feet in depth, placing a PVC pipe in the hole and then capping the pipe. 9of19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) Monitor hydrology of ground water two to three times per month for 12 months. 4) PKM will coordinate with our wetlands biologist and develop preliminary wetland mitigation plans including grading,water, and species requirements. Approximately four acres of wetland mitigation are anticipated. A proposed 8.7-acre temporary easement has been identified west of the proposed WCR 7 alignment, north of WCR 24.5 for wetland mitigation. 5) Consult with USACE to get their concurrence on the wetland delineation, avoidance, and mitigation strategies. 6) Prepare Section 404/401 wetland permit application to USACE for impacts to Waters of U.S. and/or wetlands. Include wetland functional assessment and wetland mitigation plans with the permit application. Project assumes that this will be an "Individual"Permit Section 404 permit. 7) Coordinate with USACE for permit application submittal. 8) Coordinate with USFWS for T&E species clearance for Section 404 permit. b) Waters of the U.S. and Ditches— Section 404 permit application prepared as described above. c) Threatened, Endangered and Colorado-Sensitive Species for Fish, Wildlife, and Plants—(This scope of work assumes that T&E species are present for cost and scheduling purposes. It is very likely that no species meeting these criteria will be found. If so,task will be eliminated.) If presence and absence surveys determine presence of a protected species, we will begin consultation process with USFWS. d) Wildlife Movement—Using maps of wildlife movement,we will develop opportunities in design plans to maintain wildlife movement corridor. Culverts may be oversized to accommodate movement of smaller mammals. e) Prairie Dogs—PBS&J will obtain clearances from CDOW on desired removal techniques just prior to project construction. f) Raptors—Once the project design is created, we will develop maps of raptor nests and raptor buffer zone areas. From these maps we can determine construction limits to mitigate impacts. If there are impacts, we will need to ascertain avoidance techniques, either physically or seasonally, by coordinating with CDOW. For example, construction may work around the nesting season for Bald Eagles (January to July) and Red tailed hawks (February through July 15th). Construction during this season may cause defensive behavior that can cause harm to humans and/or eggs or nestlings. 10 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) g) Noxious Weeds—Coordinating with Weld County Weed Control Division, we will develop weed control strategies for noxious weeds during construction and incorporate into project plan sheets with items such as using weed free straw bales for erosion control. h) Trails—We will incorporate the proposed trail, such as Legacy Trail or a new alignment trail from St. Vrain State Park, into the preliminary plan sheet. 7. Utility Coordination and Design. The consultant will identify and contact utility agencies with facilities within or crossing the roadway. Existing utility maps will be obtained, and existing utility base mapping will be developed from the mapping, and surveyed utility locate markings. The proposed design will be reviewed to determine utility conflict and potential relocations. Utility modification and relocation designs will be developed where there are conflicts. Plans showing the proposed modifications will be distributed to each utility agency for review. A follow up meeting will be scheduled with each utility agency to review the modifications, and obtain concurrence. Electronic files will be provided upon request. It is estimated that 15 potholes will be required for conceptual design and 5 more for preliminary and final design. 8. Signing and Pavement Marking. Permanent Signing and Pavement Marking Plans will be developed for the ultimate in accordance with the latest version of the MUTCD, and CDOT S Standards, and will include the following: • Existing roadway, edge-of-travel way (ETW), shoulder, signs, structures, and topography. 9. Geotechnical Investigations and Pavement Design. Exploratory borings will be drilled at about 600-foot intervals and at depths between five and 45 feet to evaluate the pavement subgrade and to provide geotechnical design parameters for the proposed bridge, MSE wall, or reinforced slope foundations. An all-terrain vehicle (ATV) drill rig will be required for some of the locations. Laboratory testing will be performed to evaluate strength, compressibility, swell potential, and other engineering properties of the proposed subgrade and foundation soils. An engineering evaluation of the field and laboratory test results will be performed to determine suitable foundation types and pavement section. The conclusions and recommendations will be documented in the Soils, Structural Foundations, and Pavement Design Reports. These reports will be used in the bridge and roadway design and construction. 10. Landscaping. The landscape architectural services will include the development of a roadway revegetation and reseeding plan for the new alignment and bridge template. The architectural design of the bridge will be finalized. One 24"x 36" rendering will be prepared for meetings. 11. ROW Plans. ROW plans and exhibits (including utilities)will be prepared to assist Weld County in obtaining the ROW and easements necessary for the roadway and drainage improvements including roadside ditches, inlets, and outfalls. ROW plans will be developed in a format similar to that used by CDOT. 11 of 19 SCOPE OF SERVICES WELD COUNTY ROAD#7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) Title commitments (transferable to title policies); ROW corridor plans with ownership information; legal descriptions for all needed fee simple,permanent, or temporary easements; and photo-enhanced exhibits for each individual owner for acquisition will be prepared to assist Weld County in obtaining the ROW and easements necessary for the project. The final ROW plan set will be recorded in Weld County according to State Statutes. Appraisals and acquisition are not part of the scope of work. 12. Preliminary 75% Design Plans. Plans will be developed for the ultimate four- lane section as well as a proposed interim section and distributed to Weld County for review two weeks prior to the Preliminary Design Review Meeting. The 75% design plans will include as a minimum the following sheets: • Title sheet • Typical sections • General notes • Miscellaneous details • Roadway plan and profile sheets, ultimate four-lane section • Intersection layout (SH 119, WCR 24.5, WCR 26 and WCR 28) • Drainage profiles (drainage features will be shown on the roadway plans) • St. Vrain Bridge general notes, general layout,profile, and typical section • Utility plans • Signing and pavement marking plans • Signal plans and details • Landscaping plans • Wetlands mitigation plans • Weed control strategies • Roadway cross sections • ROW plans 13. Preliminary Cost Estimate. PBS&J will prepare a preliminary cost estimate. Quantities and unit costs will be completed for the major work elements and will be based upon historical CDOT bid information. Unit prices will be determined from Weld County and CDOT cost data. 14. Second Public Open House Meeting. Once the preliminary 75% submittal is completed, a second open house meeting will be conducted to present the design alternative to the communities. Exhibits will be prepared and comment sheets will be provided. The meeting will be advertised through mailings, local newspapers and through posters that will be placed at key locations in Weld County. Renderings showing an isometric plan plus a side view and 1 photo simulation(from the Park and trail user perspective) of the final bridge design and location will be provided in hard and electronic formats. 15. Preliminary Review Meeting. We will conduct the meeting,prepare meeting minutes, and distribute the minutes with Weld County approval. 12 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) 16. Post Preliminary Review Revisions. PBS&J will revise the preliminary plans to reflect revisions discussed at the review meeting, and as agreed upon with Weld County staff prior to shelving the preliminary plans for the ultimate four-lane section. D. Final Design (90% submittal). The 90% design submittal will include all work necessary for preparing a plan package using the ultimate four-lane roadway configuration to develop the interim section configuration that includes: 1. Final Roadway Design. Roadway plan and profiles will be developed at a scale of 1"=100' for the interim section that is compatible with the ultimate four-lane build out. These plans will include the existing topography;proposed edges of pavement, curb, gutter, and sidewalk; existing and proposed utilities; and drainage structures. Intersection details will be prepared at a 1"=30' scale illustrating the proposed intersection geometry and grading at the WCR 7 intersection with SH119, WCR 24.5, and WCR 26. Cross sections will be prepared at 100-foot intervals. Slopes and catch point stations and offsets will be labeled. 2. Impact Analysis and Signal Design. The traffic model will be used to verify interim requirements for left- and right-turn lanes at intersections that will be shown on the roadway plans. The preliminary signal design will be reviewed and revised to be compatible with the final design plans. 3. Final Drainage Design. Hydraulics for the proposed facilities, as developed in the Preliminary Drainage Study, will be updated to incorporate final design. This will include hydrologic analysis, spread-width analysis, roadside ditch analysis, storm drain hydraulics, outlet protection, and miscellaneous hydraulic calculations for the interim two-lane section. We will also revise the major drainageway and bridge hydraulics to include scour estimates and countermeasures design, incorporate final design changes, and, if required, prepare a CLOMR/LOMR application for the new St. Vrain River Bridge. Drainage plan sheets and structure cross sections will be modified for the interim section and detail sheets will be developed. Preliminary review comment will also be incorporated. Additionally,bridge hydraulic information sheets will be prepared as part of the plan set. These sheets will show the design high water elevation and the water surface profile through the structure, the contributing drainage area, and the estimated scour depths at the piers and abutments. 4. Final Hydraulics Report. PBS&J will revise the Preliminary Drainage Study for the proposed roadway improvements. The revised report will include all final hydraulic calculations for the proposed storm drainage infrastructure, culvert hydraulics, ditch analyses, and outlet protection. The report will be prepared following the design criteria accepted by Weld County and will demonstrate that the proposed project meets those criteria. 13of19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) 5. Final Environmental Evaluation. We will complete the final environmental evaluation and permitting, assess final impacts to environmental resources, and define mitigation measures. The permit needs will be finalized and a schedule will be outlined for implementation. Specific activities include: a) Finalize wetlands clearances— 1) Document final impacts to wetlands and wetland functions with final alternative design; note permanent take and temporary takes due to construction activities. 2) Make amendments to Section 404/401 permit application if necessary. 3) Finalize the on-site wetland mitigation plan with project design engineers or negotiate on behalf of Weld County for purchasing mitigation credits from wetland land bank. b) If necessary, amend Section 402 NPDES permit application and submit to USACE. c) Coordinate any remaining wildlife issues with Weld County and CDOW. 6. Erosion Control. PBS&J will prepare erosion control plans for the proposed widening that will be at a scale of 1"=50' and will provide locations and types of erosion control facilities within the corridor. In addition, detail sheets will be prepared for the various erosion control facilities. Applicable water quality and best management practices will be used to prepare these plans. A Stormwater Management Plan(SWMP)will be developed and PBS&J will assist Weld County staff in preparing the application for the Section 402 NPDES (National Pollutant Discharge Elimination System)permit and providing the required documentation. 7. Major Structure Design. The final general layout and details for the recommended structure will be prepared that address comments received at the preliminary review meeting. An independent design and detail check will be performed on the general layout and details. Rating packages will be developed in accordance with the CDOT Bridge Rating Manual, and Structure Field Packages will be developed in accordance with the CDOT Bridge Detailing Manual. We have assumed that a single bridge will be designed for the ultimate roadway width without construction staging. Aesthetics will be enhanced through the use of formliners, color, and railing ornamentation. CDOT standard bridge details and construction specifications will be used. 8. Final Landscape Design. Working with PKM,we will develop the landscape and irrigation plans for the interim two-lane roadway section to the extent agreed upon with Weld County staff. 9. Signing and Pavement Marking. Permanent Signing and Pavement Marking Plans will be developed for the interim section in accordance with the latest version of the MUTCD and CDOT Standards, and will include the following: 14 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) • Existing roadway, edge-of-travel way(ETW), shoulder, signs, structures, and topography • Proposed traffic controls (pavement markings, signs, etc.) • Tabulation of signing quantities • Tabulation of pavement markings 10. Traffic Control Plans. Traffic control plans will be developed in accordance with the latest version of MUTCD and the CDOT M&S Standards. Area detour plans and a schedule of traffic control devices listing construction signs and the number of devices will also be developed. 11. Final 90% Design Plans. 90% design plans will be developed for the interim section and distributed to Weld County for review two weeks prior to the final design review meeting. These plans will include, as a minimum, the following sheets: • Title sheet • Typical sections • General notes • Summary of approximate quantities • Tabulation of quantities (earthwork, removals, surfacing, storm, and structure) • Miscellaneous details • Roadway plan and profile sheets, interim section • Intersection layout (SH 119, WCR 24.5, WCR 26, and WCR 28) • Drainage profiles (drainage features will be shown on the roadway plans) • St. Vrain Bridge general notes, general layout,profile, details, and hydraulic information sheets • Storm Water Pollution Prevention Plan, erosion control plans and details • Utility plans • Signing and pavement marking plans • Signal plans and details • Traffic control plans • Landscaping plans • Wetlands mitigation plan • Weed control strategies • Roadway cross sections • ROW plans 12. Project Special Provisions. A special provisions package will be developed for items, details, and procedures not adequately covered by CDOT's Standard Specifications for Road and Bridge Construction dated 1999. An index of the Standard Special Provisions that have been revised by CDOT will be prepared. Copies of these revised Standard Special Provisions will be downloaded and 15of19 SCOPE OF SERVICES WELD COUNTY ROAD#7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) attached. Weld County standard contract provisions will also be incorporated into the package. • 13. Final Cost Estimate. A final cost estimate will be prepared from the quantities calculated for the interim section. A bid form will be developed in accordance with Weld County standards. 14. Final Office Review (FOR) Meeting. We will conduct the meeting,prepare meeting minutes, and distribute the minutes with Weld County approval. E. Final 100% Design (construction package). The final plan sheets, specifications, and cost estimate will be revised in accordance with the FOR meeting comments, incorporated into Weld County's standard contract and documents package and submitted to Weld County within four weeks after the FOR. These plans will be stamped by a Colorado-registered professional engineer. Prior to going to advertisement,we will complete any remaining permit applications. These efforts will be coordinated with Weld County, Colorado State Parks, and other jurisdictional agencies such as USACE or CDOW. If requested, we will provide environmental oversight during construction. Specific activities include: 1. Submit Section 402 NPDES Permit Application to Colorado Water Quality Control Division ten days prior to construction. 2. Obtain that Section 404 permit from USACE. 3. Flag and require the contractor to fence all wetlands or other environmentally sensitive resources, such as raptor nests, to be avoided. 4. Prepare preconstruction notification for wetlands because project anticipates impacts exceeding 0.01 acres. 5. Include weed control strategies with specifications and plan sheets. 6. Develop a plan and schedule for extermination or removal of prairie dogs in accordance to Weld County and CDOW policies During the advertisement period, we will be available to respond to bidder's questions and to assist in the evaluation of bids. Specific services may include plan interpretations, plan or specification revisions, and bid review. Three key staff members from the design team will attend the pre-bid meeting held by Weld County. If required, a third and final open house meeting will be held to present the design specifics of the project including how construction will be addressed. Exhibits will be prepared for the meeting and comment sheets will be provided. The meeting will be advertised through local newspapers and through posters that will be placed at key locations in Weld County. 16 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) F. Additional Project Services. Additional environmental investigations, analysis, permitting,public involvement, agency coordination,private utility designs and other services as needed will be provided. (These services will be provided on an as-needed basis with approval from the County.) G. Construction Services (future work not a part of this contract). 1. Construction Administration—PBS&J will provide support to Weld County staff through assignment of a Resident Project Representative whose responsibilities include: • Preparing documentation for and assisting Weld County staff with a pre- construction meeting with the contractor, and recording and distributing the approved minutes. • Preparing and transmitting updates of construction activities to the Weld County's Public Information Office • Conducting weekly progress meetings with contractor, subs, utilities and other interested parties • Securing project documentation from the contractor • Monitoring and ensuring all permits requirements are complied with and completed • Anticipating project problems and directing solutions to Weld County • Reviewing drawings and data submitted by the construction contractor and suppliers for conformance with the intent of the specifications. Informing and obtaining concurrence as needed from Weld County and keep relative documentation for project records Reviewing bridge shop drawings and other bridge submittals • Maintaining accurate notes reflecting actual construction details and use in preparing as-constructed plans • Communicating with adjacent landowners as required to resolve issues that arise due to construction • Monitoring compliance with and taking appropriate action to preserve safety on the project for all workers and traveling public in accordance with Method of Handling Traffic (MHT) • Performing initial, follow up, and final inspections of work in progress including interim and final measurements • Notifying contractors and Weld County of non-compliance with the contract plans and specifications • Performing special tests, investigations, or monitoring that are required to fulfill the intent of the Weld County inspection program • Preparing inspection documentation to developing progress payments for the contractor in accordance with prescribed procedures • Submitting standard documentation reports no later than the following working day 17 of 19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) • Aiding in preparing routine correspondence to the contractor, Weld County staff, local agencies, etc. • Providing liaison and communication to contractor field crews • Preparing punch lists of uncompleted work, non-conformance reports, and deficiency notices • Preparing responses to contractors' and suppliers' requests for information, submittals, change notices, claims, and correspondence • Completing and submitting weekly and final progress reports • Performing miscellaneous related duties as requested by Weld County • Other staff will assist Weld County and/or PBS&J Resident Project Representative with the above responsibilities, as required. • PBS&J will also prepare "as-constructed" drawings at the completion of the project from markups provided by the contractor, Weld County, and the Resident Project Representative. Revised drawings will be provided to you on a CD in PDF format. 2. Construction Materials Testing. The Materials Testing Technician (MTT) will sample, test, and document all materials generated and produced on the project. This includes materials delivered to the project that are listed in the Summary of Approximate Quantities or referred to in the specifications. The number of tests required will be in accordance with Weld County standards or the schedule in the CDOT Field Materials Manual. Contract modifications may add additional quantities or plan approximate quantities may be increased or decreased. The MTT and Resident Project Representative will review project quantities on a weekly basis to ensure that sufficient tests have been performed for all material placed to date. The results of this meeting will be included in the weekly reports. GeoCal's tester will furnish the following equipment for each project in sufficient quantity and in good working order to ensure accurate performance of all work required in a timely manner: • Nuclear Asphalt Content Gauge • Nuclear Moisture-Density Gauge • Concrete air meter, slump cone, and other concrete testing equipment • Sieves for aggregates and soil gradations • Electronic scales • Sample containers and small tools • Proctor equipment for soil curves and one point tests • Atterburg, Rice value, and Sand Equivalent equipment • Sample drying equipment • Concrete cylinder molds that meet AASHTO requirements except that paper molds will not be used and plastic molds will not be reused • Miscellaneous equipment for performing the required soils, asphalt, and concrete tests 18of19 SCOPE OF SERVICES WELD COUNTY ROAD #7 OVER ST. VRAIN RIVER (STATE HIGHWAY 119 TO WELD COUNTY ROAD 26) Each MTT will maintain a daily diary for each day the MTT performs work on the project. Test results and samples will be recorded on appropriate Weld County forms and furnished to the Resident Project Representative with original copies of all worksheets on a daily basis. The MTT will also keep Weld County forms, or other forms approved by Weld County, up-to-date at all times and provide copies to Weld County staff, as required. Weld County will be informed immediately of any non-specification material. 3. Post Construction Monitoring and Reporting. PBS&J will provide post construction wetland mitigation and monitoring services that will occur annually for a period of three years. The first year we will revisit site three times during the growing season and prepare an annual monitoring report. Specific activities include the following: • Wetlands: inspection, monitoring, and reporting • Visit each wetland mitigation site • Photograph and document mitigation site • Qualitatively describe mitigation site and existing hydrology • Estimate percent revegetation coverage and document vegetation species in mitigation site • Describe observed wildlife in the mitigation site • Make recommendations for improvement if mitigation site is having observed difficulty with reestablishment • Produce annual status report with photographs for Weld County to submit to the USACE • Make sure Section 402 NPDES Permit conditions are being adhered+ 19 of 19 MAINTENANCE OVERLAYS 2005 31 August 2004 11`"AVE. FROM"0" STREET TO HWY. 85 1 -MILE 500' from int. existing 48"old riveted culvert needs replaced with 50' of 48"concrete pipe with headwalls WCR 66 FROM HWY 85 TO WCR 37 1-MILE .2 existing 18"clay tile appears ok trees on South side need trimmed .4 trees on South side need trimmed .5 existing 24"culvert appears ok (needs rip-rap placed on both sides) .8 existing 36"round appears ok for 3-5 years ICNAUS SUB-DIVISION .7- MILES 11 m st. & 77th ave going west no culverts need replaced some free work INDIAN HILLS SUB-DIVISION 1.9-MILES no culverts need replaced no free work WCR 17 FROM RD 38 TO RD 34 2-MILES Int. existing 24"culverts appears ok for 3-5 years .2 trees need trimmed on east side existing 15"culvert needs replaced with 50' of 15"round int. of 36 'A trees on west side need trimmed existing 24"culvert needs replaced with 50' of 24" arch with some irrigation box work also 2 cross culverts at same location need changed on east side contact person for ditch company is Bob Schlagel (970) 535-4391 .6 trees need trimmed on east side existing 18"culvert needs replaced with 50' of 18"round int. of 36 .5 existing 48" ???? is covered with cattails &mud needs replaced with same .6 need to look for possible culvert covered &not located WCR 17 FROM RD 34 TO SH-66 2-MILES .1 existing 15"was replaced appears ok .2 existing 48" arch needs replaced with 50' of 48"arch .5 existing 24"round needs replaced with 60' of 30"round int. of rd 32ok page 2 OVERLAYS CONTINUED WCR 13 FROM HWY 66 TO WCR 38 4 MILES Water line installation. Replace as needed WCR 43 FROM HWY 263 TO HWY 392 3.76 MILES Int. of 392 .5 existing 18"round appears ok for 3 to 5 years int. of 66 existing 15"round needs replaced with 60' of 18"round .4 recheck when water is out ( needs repair work on headwall) .5 existing tile line appears ok int. of 29 existing 30"needs replaced with concrete box ( contact ditch company)needs a centerline profile to make a better vertical curve This is a bad intersection E. l8"' ST. FROM OLD HWY 34 TO WCR 47 3/2 2.6 MILES .5 existing 48" culvert appears ok int. of Fern .2 existing 18"tile appears ok .6 existing 60"arch appears ok WCR 44 FROM WCR 49 TO WCR 57 4 MILES .5 60" structural pipe appears ok int. of 51 int. of 53 .1 existing tile appears ok .8 existing 36"arch appears ok (needs rechecked when water is out) WCR 64 FROM N. 7"H AVE. TO WCR 45 2 %2 MILES Int. of 7th ave. & "O" st. existing 48"concrete pipe appears ok Int. could be a hazard(not wide enough shoulders) Balsam &"O" street .2 existing 18"round appears ok .3 2-existing 24"culverts need replaced ( 1-36"X 50') ( 1- 24"X50' ) .8 existing 15"round needs replaced with 50' of 18"arch WCR 79 FROM WCR 132 '3 TO 136 2-existing culverts appear ok page 3 MAINTENACE OVERLAYS 2005 CONTINUED WCR 89 FROM WCR 136 TO STATE LINE Trees need trimmed • Weld County Public Works WCR 7,Over St.Vrain River from SH 119 to WCR 28 WORK HOUR ESTIMATE Sr.Pealwl M1Yw. Bet. Sea. f.nl TnaM Tear Tr4IM pay Or Alms., Devisee* E*.. r.RMo. rr.MnrYa 6.faMe aeilb RN BTnWa sba..e Br.4a Nilsen' MW Pm9 aDMryr1 tear r.at IY .S Mnh Subtotal apse Mein rat.Mp. Emden I Orbs I 0.ayneN Sr rclMas r8 1.t I Eeabser l Sr.Eti..'• Sr.Engineer a E 8w.r I M.Ms. path MMsYI I OMp: Mil MaAwa Sr.PM Basks' Eepw M1.bw Merge(Fla Maye Disarm Trhrbra Prolog 51GMe.ae1 Polite* onion of Cans port Hamel (Havre) (Wk..M Maned 13en's oi.O IPlaaa _08,41.Q (Jess Wall 1•69•1191_, 111194.1 . kas.1 OMbr6 Latta 30aa''M.L Owe) Iw.d1 J °8'_ whew.) 1110111•111_ (Swat) 0iernata r.waw. Inmate, W.W.I.)$11500 $96.00 $01.00 $07.00 $110.00 $90.00 .00 $14000 $11200 $85.00 $105.00 $06.00 $62.00 $05.00 $65.Op $90.00 $151.00 $83.00 $73.00 $57.00 $147.00 $120.00 $110.00 r06.00 $92.00 $75.00 $55.00 TASK A_PROJECT IMIMTKW AND CONTINUING 8E0. I Rase itencesment(0)et vat ea 442191 264 _ - _- Project tee m - - _ - -. 5 0 3H .- - 2. N!0M e e 8 8 __. 8 4 1- _I_ 42 ae. 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Imemdilwlah 4 _32 _ - ..2831 utility are 28 40 36 _ __ __...—____ 93 -_._ _. . 2 _.. 2 Rmwyq[strus 6 . z 32 --_ 55 _13_ RnmP.MYmn Estrus 2 —__ 8 2 12 - 14 __. 1 8 55 I. second 7 Re WaWinne House Mena —_. 1_—. 64 4 4 1 Io 40 _ _-_ 18 118 16 RYm.,,ay Rohn, a Rumour. -:_ e e .. 6 e 8 6 6 6 6 50 to _�R.arivyR..Im 1 3 12 ?3 1B 6 - 10 —10 20-- 1 8 8 5 12 — — 6 159 apdaTrc 96—- 21r— tiZ 263 205 8 70 102 f— 105 zz0— e8 tW 140 .__ 40 40 16 83 t3SB 14 la 201 72 0 84 z166 5 272t93-50 Weld County Public Works WCR 7,Over St.Vrain River from SH 119 to WCR 28 WORK HOUR ESTIMATE Sr.Ochs* Ratan Ilaniat Sever Na- Tilt TAMS TANS Drains0e Mahe. 6Ye 4xie. R.twee. Enreiwasu Sr.Eke Omit tuba eeswi eestue MU WY NOVYel ]FIWFA WA OSA WW Iwo Retlnl Aewr BLOOM MM0W Manias RI.M., OVYW I Cwlpwl Donor II Sr rkWv el Sr EYWM I 4Fee 1 Sr.EIYew el Sr.Epw a the I M.515. Waist I bYeikll AMC PAS We%serme r.M EFtw a Bobs Aets., 515/655.174/ SA. Dada• T.S,Wbr4 Pralee embrwtl MCMaI M Hours M Cab Pea Heveerl IH5ne0 UTeese4 Weiner) Msewi y51A1 Vow) 74511 4Mbcl (Deng tbbN II*4140 5 0414/444 paetsW (74909 (!16] IDwtl-0u,N PASO IW.Ts (Abtat {.Peel W SIPS) (Waft SAABS b16eeelw eeaeoen (Fame* $14700 $115.00 SO8.90 $81.00 $97.100 S140.00 SOB00 30500 1140.00 $112.00 30590 510500 $9500 $5200 10600 Sea00 SWAG 315100 38310 373.00 $57.00 114700 5110.00 5110.00 38500 392.00 $75.00 $55.00 _D.__FNK 105 WbYR/i maim D_.___ ._ _ - FES1t a5 Roster omen _2 2 12 - _. 18 28 2 TNneapevaegt ome _._ ---.. _._._-_ _._ 0 28_. _ _ _. __..._ ➢_e Fnrarasse 9i __ _ __ _ _ -. 3L. flni Passe 2_ 2 _ 4 B _ _ _ 3421 to rWHS .i4m 1 _. 21 45. Fe,i LP5..mnow!FP!tnl&.vrrq. _ -2 1 --t9 _ 24 Ic. FFM ILI`A0.iNFM� ___ -. 1B 8 24 5 a rsESAS OteEvatan __234 ants Wind cots 4.4 se -__e 2 8 146 2 a - emansc5d 4tl rYtle 5d CmO�bnM WMCUW _ _ _..8-..__ - _ -. _ ._ 6 Erman come 1 8 2 18 --- 7 FMM5vbm516 Well —_ 2 17 240 324 __- 263. _. 10 081 9 Swam alegeNWrtt16 xMgrlv,p.a Slut 10890.90 9 apiM5e w,.rreuetYp 18 1 4 - - 21 10 Trek cote Ft. - 2 60 6 24 - _ 02__. n fNWli ow4'Fla .- _..- 4 -. __ __ - - _ _ 4 Tile Slaat 2 __ _ _ _ __ __.._ _ __ __ _ __ 10 Twice Seam. __ - 2 8 -.. OemJ Nast 1 2 _... - __. _ ___ __s_5. oFMPor+mo P-mrw 3 0 3 _ __ --_�._ _�— — 10 30 Mrt ilbomwNat, _ 2 8 - PseAve_yPlam owl141. >m..l. _ 4 32 - 34 34 —. lib 4 - _- - - _ -_ _.St- St Draimake ProfilesSWETT&..ra ereolpa..a tail _ -.. __ 2- e _ _ _-- _.. 10 3WYPP.P'm_Cmtrel Elms sal 8 _.. 22 uuiN Poe _ 2 12 14 Sip/ageARAIPlet haanaintand DAM M5Mv5Plw _ 'SATs Control DAMN Roadway Ore Sadists 2 19 >• _ 18 u rqd Sam Erasion* - _... 1 10 17 13 Finacam Femnl,. _ 1 - _ 8 4 - _ -.. 5 • 14 Final 5.r.l . mamma 9 _ 8 6 -. - 8 8 a f e .e . 60 sett Tma 0. 24 33 12 238 4B 9 44 16 2 52 138 20 4 20 2 0 0 25 240 321 2S0-- 0 0 0 0 0 -_-0-- NI 151 —312881150 E. FINAL 100%DENON IDgYFRUCTO11 FK'NMEI _.. _ - 5.l Ana RABA rw5.5 3-- - 4 2 _ 35 - 3 1 5 2 B - W - 4 12 24 eo o -- 0 0 - - o 0 3 185 Foam run —._"- _ 1 - ___ 4 8 4 112 --.. -e Sent Settles 442 Naas sslvam — - - _- 2 _ B 2 127 . c ropneam'ttwm bwYntle — 2 a 4 d PANS Dog Revisal ]85.90 mn,Y,leW Pihbnven M(Yd 8 114 iNN Retch Hausa - .-__--0 4 - ___ _- ALAS _116 2 - -_-to -_-__ 3— 1 2 - -_0 6 'Rr N 28 14 0 -- 12 2 —.-_ - 0 0 0 0 o___-_-1� -_19 .x5.__- F zr 505..00 SUBTOTAL DESIGN 615 174 141 591 285 40 229 113 23 199 420 156 267 113 W 120 119 148 30J 161 438 17 30 128 72 0 0 331 6063 $ 590`l9035 F. FamwrwCik_m+_cEs _ _ _ _ _ -... - _... 5 20UI0.80 TOTAL DESIGN -__ - _.- _- $ 64058825 REIMBURSABLE F%PFILSF5; Mileage Room osass 53.50100 Per in911 x 17 so,nleem 0.14 $898.90 Plilbp 81/2 x 11 75004a4 14 $1050.90 Color Copies 81/2 x 11 240ab4xm $240.00 All Traffic Data Traffic Courts at msl $2.090.90 Water Quality Control Division ermsAOpicatbn at mat $250.00 NESS Meeting Expatiate at cost $4.0 00.00 DdivlMba/Fedex at WA $500.90 Research copes-pads and deals at cost 330.90 Title Work at cost $7,000.90 Recording Fees at m4 $300.90 Mist Expenses at m9 3141.75 neilSuttotal Direct Expenses 320.011.75 TOTAL FEE: $680,700.00 Weld County Public Works WCR 7,Over St.Vraln River from SH 119 to WCR 28 WORK HOUR ESTIMATE 8r.ROSS Ra•Irw Sonia Mb EW Tat& T,IIb T,N6 Or . On2ata mrbw EMe. M.WYa. EIMOwwlb Ir.Lv.. Owl* PY, hubsS MOYW MUYr,I MN,1 NOW NK ROW 04000 bi WWI 'WMMet M,F tJWM BWYI Memos M.Mar. E•2a.1 0rbwl Orb$• B Enema• Or OYHaI Ember Sr.Ep2ar I Sr.fNME Fp,ev I P6.1*. RYW I rhi91 OINC MIS BgMBY1 B.PY Embus.I FryYM mob.. Imp(P{t I.4 lawairta Ta16Wb2 M4wl t.ptnw*M NrtM of H. al cats M1aI IIw.wr1 Minns) Wen. Wo•o0 On s4 WOtl PMbo2 10wasM IOIrwD vasd 104010.0 1•atY00003 52ob1 IWwb IAB�wnl IBBwq 003 *O� NovloO. Iwrac. IErwIh) $147.00 $115.00 $X0.00 $81.00 $07.00 $510.0 .00 .00 $1.000 $112.00 $85.00 105.00 5$5.00 .00 $96.M .00 100.00 $151.00 x09.00 $73.00 157.00 $117.00 CO3(1 . 110.10 4 .0Q $92.00 $7500 $55.00 O COaUOWtn Unless;future work not part MOh contr.dl t Mind INcMrbbeYn Y M /ureRJ410 —_-_0 _ 6 12 mveuam Mmweat bpww E6Eu _.. 50 _- 1922 7 2100 c^'mm`trr to miap/vlw 2578.50 a ACw contrition w0and lAOla*Mai bWa 2 _ 10 BIEon _ 10 _ 8 40 -- _ _ __ 00 40 _ __ 101 _ wva'M mmwsm'Qswv — N _ 24 24 50 2 Cauewhn M,YJr iop Xo(0¢ap -...-. KG -.._ 3,41CmM1ni pion Rm.n _ - w0NtlrYAn�vlbbafra . 8 45 4 12 M. 4 5*(,AmWbnW4le03 _ 5 . 7 wnwwf m.N066w ._ _ __ _ 12 5 4 - _. _. 8 - _-!L Bmtrr o. 88 8 6 BI 24 0 0 0 0 6 0 11 27 50 t 0 0 1 80 10 6 0 0 0 0 1 ,720 20 2459 $ 215,103.00 TOTAL CONSTRUCTION SERVICES U t 0 M 21 0 0 0 0 t 0 11 27 56 - • 0 0 0 00 b 0 0 0 0 0 182E 720 20 21% $ 215008.00 Weld County WCR 7,Over St.Vraln River from SH 119 to WCR 28 Th�eij Proposed Project Schedule w . ..xrafn ,, n n„� .. Y.ftritia IS nil ,?utter. ai: .l,.arrcntra,.,a,a:li:,:•.Jtarfr. 1 ii., ,..prr,,m al: ,. nt,....h, m,>tr�a,a,aa:LII itretw 'I..r.,. ..mrn[ 24 •i 4, .rM 1a !arrrlfn„m lain I. ,.?titer. a . a —;—�w x,.:4343,7.,..... - .'' ''3• .....w.ra w a. ma - - - • - - - • .434343 .4 ,.•1a • a • r .... .... , , . . . r . 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