Preliminary Design. The Consultant will perform preliminary design services in the preparation of design plans and specifications depicting the proposed grading, drainage, paving, signing, utility relocation, and other features of the project. During preliminary design, the CONSULTANT will review the conceptual design developed in the Downtown Implementation Plan and review lane configuration, traffic flow and intersection geometries with CLIENT. Once the corridor geometrics are approved, the CONSULTANT will then proceed with final design and documentation. The preliminary plans will include but not limited to the following task: Title and General Information Sheets (A Sheets) This task consists of assembling the preliminary title and general information sheets. The preliminary title sheets will include the following: index of sheets, revisions, legend, location map, project number, design traffic data. Preliminary Typical Cross Sections and Details (B Sheets) This task consists of assembling the Typical Cross Sections to be used for the proposed improvements as well as a preliminary determination of the limits that each Typical Section will apply. The typical Cross Sections will include but not be limited to typical sections for the proposed grading, drainage and paving improvements. Preliminary Estimate of Quantities (C Sheets) This task consists of a preliminary determination of the bid items to be included in the project, along with an estimate of quantities for each item. Preliminary Plan and Profiles (D and E Sheets) This task consists of the development of preliminary plan and profile sheets that will show the existing topography along with the proposed improvements based on the survey location centerline. Proposed Right-of-Way and Construction Easement limits based on grading/impact limits lines will be shown. Included will include the necessary CAD work to show the preliminary design features for the proposed improvements. The scale of these sheets will be 1”=20’. Preliminary ROW Sheets (H Sheets) This task consists of a development of the existing ROW through the project and showing preliminary easement needs. The scale of these sheet will be 1”=20’ The consultant shall provide the City a list of properties with easement/right of entry needs that accompany the H Sheets. The easement/right of entry needs will be established with the preliminary design phase to allow City staff time to meet with property owners and obtain the necessary approvals prior to bidding. Preliminary Traffic Control and Staging (J Sheets) Develop suitable plan for construction scheduling and staging of the Project and for traffic control measures to be implemented during construction. Staging plan shall include provisions for maintaining access to adjacent properties during construction. For estimating purposes, it is assumed that the roadway will be closed during construction and a single detour plan will be implemented. The traffic control devices, procedures, and layouts shall be as per the Manual of Uniform Traffic Control Devices (MUTCD). Preliminary Intersection Geometrics (L Sheets) Develop and refine geometric layouts and provide additional horizontal and vertical survey information needed to construct the intersections. The scale of these plans sheets will be 1”=20’. Preliminary Storm Drainage Design (M Sheets) Develop preliminary storm sewer layout and sizing based on proposed improvements and existing drainage patterns utilizing Chapter 2 of the SUDAS Design Manual. Resolve potential conflicts with underground utilities and other design elements. Vertical profiles are not developed as part of this task. The scale of these plans sheets will be 1”=20’. Preliminary Sanitary Sewer Design (M Sheets) No Sanitary Sewer is anticipated to be included as part of this project. Preliminary Water Main Design (M Sheets) Preliminary water main design layout including water mains and services based on proposed improvements and existing conditions. Identify staging/order of construction to ensure all services remain active as much as possible. Vertical profiles are not developed as part of this task. The scale of these plan sheets will be 1”=20’. Preliminary Removal Plans (R Sheets) This item consists of preliminary design and drafting of proposed improvements and removals. Preliminary Curb Ramp Design (S Sheets) Develop preliminary curb ramp layout in accordance with Chapter 12 of Iowa SUDAS Design Manual. Design ramp geometric configurations alternatives, identify surface requirements, review general horizontal curb opening, cross slopes, running slope, and identify sidewalk width and passing space within the corridor. Preliminary Streetscape Design (T Sheets) – Develop preliminary streetscape plans showing proposed paver locations and streetscape amenities. The scale of these plans will be 1” = 20’ Preliminary Cross Sections (W & X Sheets) This task consists of design and drafting associated with the assembly of detailed cross sections (25’ increments) to illustrate typical conditions, drainage designs, and non-typical conditions as needed for guidance during design, review, and quantity estimating purposes.
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Preliminary Design. Task 5.1: Basis of Design The Consultant will perform preliminary design services in the preparation of design plans and specifications depicting the proposed grading, drainage, paving, signing, utility relocation, and other features of the project. During preliminary design, the CONSULTANT will review relevant design guidance and standards and prepare documentation describing the conceptual expected basis of design developed for the project; this will, in part, be based on feedback received during the Downtown Implementation Plan and review lane configuration, traffic flow and intersection geometries with CLIENT. Once the corridor geometrics are approved, the CONSULTANT will then proceed with final design and documentationproject coordination kickoff meeting (Task 1). The preliminary plans basis of design will include but not limited describe expected design criteria to the following task: Title and General Information Sheets (A Sheets) This task consists of assembling the preliminary title and general information sheetsbe confirmed by CITY staff. The preliminary title sheets will include the following: index of sheets, revisions, legend, location map, project number, design traffic data. Preliminary Typical Cross Sections and Details (B Sheets) This task consists of assembling the Typical Cross Sections to be used for the proposed improvements as well as a preliminary determination of the limits that each Typical Section will apply. The typical Cross Sections will include but not be limited to typical sections for the proposed grading, drainage and paving improvements. Preliminary Estimate of Quantities (C Sheets) This task consists of a preliminary determination of the bid following are items expected to be included in the projectbasis of design: • Utility location review and documentation • ADA documentation • Bus stop design documentation • Separated bicycle lane design documentation • Stormwater requirements documentation Assumptions • The CONSULTANT will perform field verification of the existing conditions during this task. Deliverables • Draft and final Basis of Design Documentation Task 5.2: Schematic Design Following Task 5.1, along with the CONSULTANT will prepare an illustrative schematic design of the entire project corridor (a roll plot) and supporting cross sections. The schematic design is expected to reflect preliminary engineering based on the topographic and utility survey of the corridor. The goal of the schematic design is to communicate the entire project scope to the City Council and public, as well as refine the estimate of quantities probable construction cost. The following design elements will be included in the schematic design: • South Segment: Xxxxxxx Way to Xxxxx Way o Separated or buffered bicycle lanes within the existing roadway (not moving curbs) • Central Segment: Xxxxx Way to High School Road o Sidewalk reconstruction on the east side of Madison Ave o Sidewalk modifications on the west side of Madison to meet accessibility requirements o Separated bicycle lanes • North Segment: High School Road to State Route 305 o Sewer Force main from High School Rd to New Brooklyn o Pavement rehabilitation of the existing roadway from High School Rd to New Brooklyn, including within the roundabout at High School Road o Bicycle lanes o Crossing improvements at Sakai Park and Sakai Village Assumptions • The project will minimize disturbance to the existing wetlands and streams; construction within wetland buffers is likely. • The project will not trigger stormwater flow control or water quality requirements. • The schematic design will depict expected tree impacts; the project will strive for each itemminimal tree impacts. Preliminary Plan Deliverables • Illustrative, schematic design corridor roll plot and Profiles supporting cross sections • Opinion of Probable Construction Cost Task 6: Final Design (D and E SheetsPlaceholder) This task The final design consists of work to create engineering plans, specifications, estimates, and supporting documents (i.e. stormwater reports) for the development project elements that are confirmed following the preliminary design. The final design will have separate submittals at 30%, 60%, 90% and 100% design levels. The number of preliminary plan and profile sheets that will show be required to support the existing topography along submittals will be determined once project elements are confirmed. The scope and fee will be approved by contract amendment. Task 6.1: 30% Submittal (Placeholder) Task 6.2: 60% Submittal (Placeholder) Task 6.3: 90% Submittal (Placeholder) Task 6.4: 100%/Bid Set Submittals (Placeholder) Task 7: Advertisement and Bidding (Placeholder) Support during advertisement and bidding consists of answering bidder questions and creating addendum to the plans and specifications that may be necessary. The level of effort for this task will be determined once project elements are confirmed. The scope and fee will be approved by contract amendment. Task 8: Construction Phase Services (Placeholder): Construction phase services consist of responding to Requests for Information (RFIs), construction material submittals, and creating any necessary design changes associated with these items. These services may also consist of attending meetings in the field with the proposed improvements based on contractor, performing final punchlist reviews of the survey location centerlineconstructed project elements, and creating as‐built plans. Proposed Right-of-Way and Construction Easement limits based on grading/impact limits lines The level of effort for this task will be shown. Included will include the necessary CAD work to show the preliminary design features for the proposed improvementsdetermined once project elements are confirmed. The scale of these sheets scope and fee will be 1”=20’. Preliminary ROW Sheets (H Sheets) This task consists of a development of the existing ROW through the project and showing preliminary easement needs. The scale of these sheet will be 1”=20’ The consultant shall provide the City a list of properties with easement/right of entry needs that accompany the H Sheets. The easement/right of entry needs will be established with the preliminary design phase to allow City staff time to meet with property owners and obtain the necessary approvals prior to bidding. Preliminary Traffic Control and Staging (J Sheets) Develop suitable plan for construction scheduling and staging of the Project and for traffic control measures to be implemented during construction. Staging plan shall include provisions for maintaining access to adjacent properties during construction. For estimating purposes, it is assumed that the roadway will be closed during construction and a single detour plan will be implemented. The traffic control devices, procedures, and layouts shall be as per the Manual of Uniform Traffic Control Devices (MUTCD). Preliminary Intersection Geometrics (L Sheets) Develop and refine geometric layouts and provide additional horizontal and vertical survey information needed to construct the intersections. The scale of these plans sheets will be 1”=20’. Preliminary Storm Drainage Design (M Sheets) Develop preliminary storm sewer layout and sizing based on proposed improvements and existing drainage patterns utilizing Chapter 2 of the SUDAS Design Manual. Resolve potential conflicts with underground utilities and other design elements. Vertical profiles are not developed as part of this task. The scale of these plans sheets will be 1”=20’. Preliminary Sanitary Sewer Design (M Sheets) No Sanitary Sewer is anticipated to be included as part of this project. Preliminary Water Main Design (M Sheets) Preliminary water main design layout including water mains and services based on proposed improvements and existing conditions. Identify staging/order of construction to ensure all services remain active as much as possible. Vertical profiles are not developed as part of this task. The scale of these plan sheets will be 1”=20’. Preliminary Removal Plans (R Sheets) This item consists of preliminary design and drafting of proposed improvements and removals. Preliminary Curb Ramp Design (S Sheets) Develop preliminary curb ramp layout in accordance with Chapter 12 of Iowa SUDAS Design Manual. Design ramp geometric configurations alternatives, identify surface requirements, review general horizontal curb opening, cross slopes, running slope, and identify sidewalk width and passing space within the corridor. Preliminary Streetscape Design (T Sheets) – Develop preliminary streetscape plans showing proposed paver locations and streetscape amenities. The scale of these plans will be 1” = 20’ Preliminary Cross Sections (W & X Sheets) This task consists of design and drafting associated with the assembly of detailed cross sections (25’ increments) to illustrate typical conditions, drainage designs, and non-typical conditions as needed for guidance during design, review, and quantity estimating purposesapproved by contract amendment.
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Samples: Consultant Agreement
Preliminary Design. The Consultant will perform shall: • Provide preliminary design services in the preparation to a 30% Design Level which consist of design plans and furnishing plans, preliminary specifications depicting the proposed gradinglist, drainage, paving, signing, utility relocationOPCC, and other features of a Preliminary Design Report to the project. During preliminary designCity for review, the CONSULTANT will review the conceptual design developed in the Downtown Implementation Plan approval and review lane configuration, traffic flow and intersection geometries with CLIENT. Once the corridor geometrics are approved, the CONSULTANT will then proceed with final design and documentationprinting. The preliminary plans will include but not limited to the following task: Title and General Information Sheets (A Sheets) This task consists of assembling the preliminary title and general information sheets. The preliminary title sheets will include the following: index of sheets, revisions, legend, location map, project number, design traffic data. Preliminary Typical Cross Sections and Details (B Sheets) This task consists of assembling the Typical Cross Sections to be used for the proposed improvements as well as a preliminary determination of the limits that each Typical Section will apply. The typical Cross Sections will include but not be limited to typical sections for the proposed grading, drainage and paving improvements. Preliminary Estimate of Quantities (C Sheets) This task consists of a preliminary determination of the bid items to be included in the project, along with an estimate of quantities for each item. Preliminary Plan and Profiles (D and E Sheets) This task consists of the development of preliminary plan and profile sheets that will show the existing topography along with the proposed improvements based on the survey location centerlineinformation compiled under task 2.2. Proposed Right-of-Way and Construction Easement limits • Prepare plans based on grading/impact limits lines City CAD standards (provided by the City). The Consultant’s drawings standards will be shownused as supplemental standards where necessary. Included will include • Prepare a preliminary specifications list that includes a list of the necessary CAD work City’s boilerplate “front ends”, general conditions, special conditions and the special provisions which are the technical specifications. • Prepare an OPCC to show a Class 4 level. • Prepare a Draft Preliminary Design Report (PDR) that includes the preliminary design features following: o Executive Summary; o Introduction; o Summary of data review, site review inventory citing existing utilities, topographic features, geotechnical analysis, site photographs, and a Utility Matrix; o Recommendation for construction schedule, phasing, and scheduling; o Alternatives Evaluations; o Design Criteria; o OPCC; o Permit matrix; o Summary of subsurface utility investigations; o Meeting minutes and pertinent correspondence, including coordination with City divisions and other agencies (Appendix); o Preliminary specifications list; o List of proposed instrumentation and equipment; o Preliminary SCADA control descriptions; o Well draw down, hydraulic calculations and other documents used in the proposed improvements. The scale of these sheets will be 1”=20’. Preliminary ROW Sheets (H Sheets) This task consists of a development of the existing ROW through the project PDR; and showing preliminary easement needso Well Design Work Plan. The scale of these sheet will be 1”=20’ The consultant shall provide the o Meeting minutes and pertinent correspondence, including coordination with City a list of properties with easement/right of entry needs that accompany the H Sheets. The easement/right of entry needs will be established with the preliminary design phase to allow City staff time to meet with property owners and obtain the necessary approvals prior to bidding. Preliminary Traffic Control and Staging other agencies (J Sheets) Develop suitable plan for construction scheduling and staging of the Project and for traffic control measures to be implemented during construction. Staging plan shall include provisions for maintaining access to adjacent properties during construction. For estimating purposes, it is assumed that the roadway will be closed during construction and a single detour plan will be implemented. The traffic control devices, procedures, and layouts shall be as per the Manual of Uniform Traffic Control Devices (MUTCDAppendix). Preliminary Intersection Geometrics Design Drawings List, but is not limited to, the following: General Cover Sheet Key Map, Drawing Index, Abbreviations and Symbols Project Notes Civil Site Plan (L Sheetsx3) Develop Demolition Plan (x3) Civil Plans (x3) Grading Plan (x3) Details Structural General Notes and refine geometric layouts Details Foundation Plan, and provide additional horizontal Sections Electrical Power Supply Details Single Line Diagrams Control System Architecture Details Instrumentation and vertical survey information needed to construct the intersections. The scale of these plans sheets will be 1”=20’. Preliminary Storm Drainage Design Controls P&IDs Deliverables: • Ten (M Sheets10) Develop preliminary storm sewer layout and sizing based on proposed improvements and existing drainage patterns utilizing Chapter 2 hard copies of the SUDAS Design Manual. Resolve potential conflicts with underground utilities and other design elements. Vertical profiles are not developed as part of this task. The scale of these plans sheets will be 1”=20’. Preliminary Sanitary Sewer Design (M Sheets) No Sanitary Sewer is anticipated to be included as part of this project. Preliminary Water Main Design (M Sheets) Preliminary water main design layout including water mains and services based on proposed improvements and existing conditions. Identify staging/order of construction to ensure all services remain active as much as possible. Vertical profiles are not developed as part of this task. The scale of these plan sheets will be 1”=20’. Preliminary Removal Plans (R Sheets) This item consists of preliminary design and drafting of proposed improvements and removals. Preliminary Curb Ramp Design (S Sheets) Develop preliminary curb ramp layout in accordance with Chapter 12 of Iowa SUDAS Design Manual. Design ramp geometric configurations alternatives, identify surface requirements, review general horizontal curb opening, cross slopes, running slope, and identify sidewalk width and passing space within the corridor. Preliminary Streetscape Design (T Sheets) – Develop preliminary streetscape plans showing proposed paver locations and streetscape amenities. The scale of these plans will be 1” = 20’ Preliminary Cross Sections (W & X Sheets) This task consists of design and drafting associated with the assembly of detailed cross sections (25’ increments) to illustrate typical conditions, drainage designs, and non-typical conditions as needed for guidance during design, review, and quantity estimating purposesDraft PDR.
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Preliminary Design. The Consultant will perform preliminary design services in the preparation of design plans and specifications depicting the proposed grading, drainage, paving, signing, utility relocation, and other features of the project. During preliminary design, the CONSULTANT will review the conceptual design developed in the Downtown Implementation Plan and review lane configuration, traffic flow and intersection geometries with CLIENT. Once the corridor geometrics are approved, the CONSULTANT will then proceed with final design and documentation. The preliminary plans will include but not limited to the following task: Title and General Information Sheets (A Sheets) This task consists of assembling the preliminary title and general information sheets. The preliminary title sheets will include the following: index of sheets, revisions, legend, location map, project number, design traffic data. Preliminary Typical Cross Sections and Details (B Sheets) This task consists of assembling the Typical Cross Sections to be used for the proposed improvements as well as a preliminary determination of the limits that each Typical Section will apply. The typical Cross Sections will include but not be limited to typical sections for the proposed grading, drainage and paving improvements. Preliminary Estimate of Quantities (C Sheets) This task consists of a preliminary determination of the bid items to be included in the project, along with an estimate of quantities for each item. Preliminary Plan and Profiles (D and E Sheets) This task consists of the development following elements: ▪ Field Survey. The ENGINEER will gather existing utility and surface information within the project limits and extending appropriate match lines. Data collection shall include establishment of preliminary plan permanent horizontal and profile sheets vertical control; existing water main features (valves, fire hydrants and water services) and existing property pins. We will survey at a maximum of 25-foot intervals at the Center line of roadway, flowline of gutter, and edge of sidewalks and at geometric changes. This assumes that the City will show locate and mark the existing topography along with the proposed improvements based curb stops which are currently not all visible on the survey location centerlinesurface. Proposed RightAny buried underground utilities such as gas, electric, fiber optic or sewer shall be located using the Montana One-Call system and surveyed. No provisions are included for retaining services of a private locator. Measure downs will be completed at existing water valve boxes at the ends of the project extent. • Research will be performed to verify existing right-of-Way way locations utilizing platted information, ownership records and Construction Easement limits based on grading/impact limits lines found property pins. Engineer will provide appropriate temporary traffic control measures for all data collection completed in traffic areas. Field survey data will be shownutilized by the ENGINEER to develop preliminary project base mapping. Included Completion of the task will include be finalization of an Existing Site Plan, for inclusion in the necessary CAD work design drawings, that depicts relative locations of all features discussed above. • It is assumed that Missoula Water personnel will assist in the location of existing water mains, sewer mains, and service lines and curb boxes. If utility conflicts are found to show be of concern during preliminary design, the OWNER will provide pothole services to determine elevations critical utility crossings. ▪ Preliminary Plans (30% Design). The ENGINEER shall confirm appropriate utility sizing within the project limits and complete the preliminary design features for the proposed improvements. The scale of these sheets will be 1”=20’. Preliminary ROW Sheets (H Sheets) This task consists of a development replacement of the existing ROW through the project and showing preliminary easement needswater main. The scale Digital 11”x17” copies of these sheet will be 1”=20’ The consultant shall provide the City a list of properties with easement/right of entry needs that accompany the H Sheets. The easement/right of entry needs will be established with the preliminary design phase to allow City staff time to meet with property owners and obtain the necessary approvals prior to bidding. Preliminary Traffic Control and Staging (J Sheets) Develop suitable plan for construction scheduling and staging of the Project and for traffic control measures to be implemented during construction. Staging plan shall include provisions for maintaining access to adjacent properties during construction. For estimating purposes, it is assumed that the roadway will be closed during construction and a single detour plan will be implemented. The traffic control devices, procedures, and layouts shall be as per the Manual of Uniform Traffic Control Devices (MUTCD). Preliminary Intersection Geometrics (L Sheets) Develop and refine geometric layouts and provide additional horizontal and vertical survey information needed to construct the intersections. The scale of these plans sheets will be 1”=20’. Preliminary Storm Drainage Design (M Sheets) Develop preliminary storm sewer layout and sizing based on proposed improvements and existing drainage patterns utilizing Chapter 2 of the SUDAS Design Manual. Resolve potential conflicts with underground utilities and other design elements. Vertical profiles are not developed as part of this task. The scale of these plans sheets will be 1”=20’. Preliminary Sanitary Sewer Design (M Sheets) No Sanitary Sewer is anticipated to be included as part of this project. Preliminary Water Main Design (M Sheets) Preliminary water main design layout including water mains and services based on proposed improvements and existing conditions. Identify staging/order of construction to ensure all services remain active as much as possible. Vertical profiles are not developed as part of this task. The scale of these plan sheets will be 1”=20’. Preliminary Removal Plans (R Sheets) This item consists of preliminary design and drafting of proposed improvements and removals. Preliminary Curb Ramp Design (S Sheets) Develop preliminary curb ramp layout in accordance with Chapter 12 of Iowa SUDAS Design Manual. Design ramp geometric configurations alternatives, identify surface requirements, review general horizontal curb opening, cross slopes, running slope, and identify sidewalk width and passing space within the corridor. Preliminary Streetscape Design (T Sheets) – Develop preliminary streetscape plans showing proposed paver locations and streetscape amenities. The scale of these 30% plans will be 1” = 20’ Preliminary Cross Sections (W & X Sheets) This task consists provided to the City for review. ▪ Prepare Basis of Design Report. Following compilation of the data and other pertinent water system information, the ENGINEER will draft a brief basis of design and drafting associated with report that will be utilized during the assembly Montana Department of detailed cross sections (25’ increments) to illustrate typical conditions, drainage designs, and non-typical conditions as needed for guidance during design, review, and quantity estimating purposesEnvironmental Quality Checklist submittal process in Task 300.
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Samples: Professional Services Agreement
