Project Assumptions. Phase 1 Assumptions: • UMS utility research will stem from previous records investigation work performed by the Client. UMS requests all previously obtained records be provided upon Notice to Proceed. Reasonable efforts will be made to obtain supplemental utility records to produce the deliverables within the project schedule. The timely cooperation of utility owners may be necessary to develop the utility inventory map for facilities within the project area. • All field work will be completed while the project corridor is clear of snow and ice. • Labor to complete line of sight surveying is currently not included within this scope of work. UMS assumes RTK GPS/GNSS survey operations will be sufficient to map all utilities. • Sufficient project survey control exists along the project corridor for RTK GPS survey operations; consequently, labor for establishing survey control is currently not included within this scope of work and the associated cost estimate. • A maximum of three days of traffic control will be required for Phase I operations. Traffic control measures are not expected to require flagging operations. • Confined space entry will not be required for this effort. All storm drainage, sanitary sewer, and any other measurements within confined spaces will be taken from the surface without entry into the confined space. • Aerial clearance measurements will not be required for the Phase 1 effort. The locations of aerial wires, however, will be noted for clearance observations by others or during subsequent Phase 2 operations and are not included in this work scope and estimate. • Vertical (depth and elevation) QL A observations will be tied to project control to an average accuracy of +/- 0.1 feet. • UMS assumes all work will be completed during regular working hours (8:00 AM to 5:00 PM) and without start/stop time restrictions. • Field crews will use paint to mark out the utility alignments and assume no paint removal will be required. Phase 2 assumptions: • Extreme weather conditions can significantly impact crew production rates and schedules. For this submittal, UMS assumes the project corridor will be clear of snow and ice during all field operations. UMS will keep the Client apprised of any schedule delays or budget impacts should current conditions affect the ▇▇▇ ▇▇▇▇▇ campaign. • Client or Owner will obtain all necessary permits, right-of-entries, etc. (including private land access and railroad access) to allow UMS field personnel to work in areas outside of public right-of-way limits. • UMS assumes that all work will take place during normal daytime working hours (7am to 5pm). Any work required outside of these hours, or any limitations applied to these work hours may result in additional costs and may affect the schedule UMS deliverables schedule. o UMS has not included any costs related to night work in this estimate. Should nighttime work be required, any equipment, special PPE, traffic control, lighting, coordination, and preparation, permitting etc. will need to be added to the Phase 2 cost estimate. • Vacuum excavations which fail to expose the targeted utility after attaining a reasonable depth (10-feet) will still be considered a completed excavation. Vacuum excavations exceeding 10- feet in depth may require additional time and efforts that impact schedule and budget. UMS will coordinate with the client should this situation arise. • A possibility exists that existing conditions (i.e. groundwater, large boulders) may prevent crews from exposing the targeted utility. In addition, utilities may be installed at a depth beyond the limits of the vacuum excavation equipment. • The backfilling of each excavation will be accomplished with materials based on permit requirements. • Specialty repairs are not included with this proposal. These may include replacement of concrete panels, hot patch repairs, T-patch repairs, etc. • A maximum of 6 days of traffic control will be required for Phase 2 operations. Traffic control measures are not expected to require flagging operations. • Each excavation is accessible to the vac truck and crew. • Up to 4 caisson clearance holes. The caisson clearance excavations have a targeted width of 2-feet in diameter and up to 10-feet in depth. The Client will identify the caisson clearance hole locations. • Up to 15 excavations in asphalt/concrete pavement which will require concrete/asphalt coring. Flowable fill will be used as backfill and perma-patch for surface restoration to repair the concrete/asphalt plug. • An additional 15 excavations are assumed to be in the dirt, outside of the pavement areas. Client and / or Owner will: • Obtain all necessary right-of-entries, security clearances, etc. (including private land access) to allow UMS field personnel to work outside the roadway right-of-way. • Provide information showing the project limits, alignment, profile, survey control points, benchmark data, coordinate data, relevant design and topographic CAD files, aerial photographs, and any other applicable information. • Provide survey control information prior to UMS field crews arriving on-site. • Provide any record or relevant survey or LIDAR information previously obtained by others. • Assist UMS as necessary with obtaining permissions for access to private utility facilities. UMS will perform the following coordination activities: • Work closely with the Client and Owner to facilitate the orderly progress and timely completion of the approved tasks. • Coordinate the work effort with the Client to discuss progress and resolve problems. • Upon request provide the Client copies of logs and/or correspondence that document work- related communications between utility owners, outside agencies, and/or private landowners. • Coordinate operations with private and public utility infrastructure owners. • Obtain required One-Call (Call 811) tickets. • Provide all necessary equipment, supplies, and support personnel to secure data outlined in this section. Associated labor and costs may increase if actual conditions deviate significantly from those assumed for this estimate. UMS will work with the Client in good faith to complete operations in a timely manner and will negotiate new pricing if conditions encountered significantly deviate from those assumed. The results of the Phase 1 and 2 efforts will be pertinent at the time in which field investigation operations are completed and are subject to change. Subsequent SUE investigations may be necessary to account for any new or changed utility installations.
Appears in 1 contract
Sources: Contract Amendment
Project Assumptions. Phase 1 Assumptions: • UMS utility research will stem from previous records investigation work performed by the Client. UMS requests all previously obtained records be provided upon Notice to Proceed. Reasonable efforts will be made to obtain supplemental utility records to produce the deliverables within the project schedule. The timely cooperation of utility owners may be necessary to develop the utility inventory map for facilities within the project area. • All field work will be completed while the project corridor is clear of snow and ice. • Labor to complete line of sight surveying is currently not included within this scope of work. UMS assumes RTK GPS/GNSS survey operations will be sufficient to map all utilities. • Sufficient project survey control exists along the project corridor for RTK GPS survey operations; consequently, labor for establishing survey control is currently not included within this scope of work and the associated cost estimate. • A maximum of three days one day of traffic control will be required are anticipated for Phase I operationsthis field effort. Traffic control measures are not expected to require flagging operations. • Confined space entry will not be required for this effort. All storm drainage, sanitary sewer, and any other measurements within confined spaces will be taken from the surface without entry into the confined space. • Aerial clearance Clearance measurements will not be required for the Phase 1 effort. The locations of aerial wires, however, will be noted for clearance observations by others or during subsequent Phase 2 operations and are not included in this work scope and estimate. • Vertical (depth and elevation) QL A observations will be tied to project control to an average accuracy of +/- /‐ 0.1 feet. • UMS assumes all work will be completed during regular working hours (8:00 AM to 5:00 PM) and without start/stop time restrictions. • Field crews will use paint to mark out the utility alignments and assume no paint removal will be required. Phase 2 assumptions: • Extreme weather conditions can significantly impact crew production rates UMS, Inc. Page 7 8/18/2020 Utility Engineering Scope of Work Timberline Road and schedules. For this submittal, UMS assumes the project corridor will be clear of snow and ice during all field operations. UMS will keep the Client apprised of any schedule delays or budget impacts should current conditions affect the ▇▇▇ Lincoln Avenue QL B Utility Designating Investigation Fort ▇▇▇▇▇ campaign. • Client or Owner will obtain all necessary permits▇▇▇, right-of-entries, etc. (including private land access and railroad access) to allow UMS field personnel to work in areas outside of public right-of-way limits. • UMS assumes that all work will take place during normal daytime working hours (7am to 5pm). Any work required outside of these hours, or any limitations applied to these work hours may result in additional costs and may affect the schedule UMS deliverables schedule. o UMS has not included any costs related to night work in this estimate. Should nighttime work be required, any equipment, special PPE, traffic control, lighting, coordination, and preparation, permitting etc. will need to be added to the Phase 2 cost estimate. • Vacuum excavations which fail to expose the targeted utility after attaining a reasonable depth (10-feet) will still be considered a completed excavation. Vacuum excavations exceeding 10- feet in depth may require additional time and efforts that impact schedule and budget. UMS will coordinate with the client should this situation arise. • A possibility exists that existing conditions (i.e. groundwater, large boulders) may prevent crews from exposing the targeted utility. In addition, utilities may be installed at a depth beyond the limits of the vacuum excavation equipment. • The backfilling of each excavation will be accomplished with materials based on permit requirements. • Specialty repairs are not included with this proposal. These may include replacement of concrete panels, hot patch repairs, T-patch repairs, etc. • A maximum of 6 days of traffic control will be required for Phase 2 operations. Traffic control measures are not expected to require flagging operations. • Each excavation is accessible to the vac truck and crew. • Up to 4 caisson clearance holes. The caisson clearance excavations have a targeted width of 2-feet in diameter and up to 10-feet in depth. The Client will identify the caisson clearance hole locations. • Up to 15 excavations in asphalt/concrete pavement which will require concrete/asphalt coring. Flowable fill will be used as backfill and perma-patch for surface restoration to repair the concrete/asphalt plug. • An additional 15 excavations are assumed to be in the dirt, outside of the pavement areas. Colorado Client and / or Owner will: • Obtain all necessary right-of-entriesright‐of‐entries, security clearances, etc. (including private land access) to allow UMS field personnel to work outside the roadway right-of-wayright‐of‐way. • Provide information showing the project limits, alignment, profile, survey control points, benchmark data, coordinate data, relevant design and topographic CAD CADD files, aerial photographs, and any other applicable information. • Provide survey control information prior to UMS field crews arriving on-siteon‐site. • Provide any record or relevant survey or LIDAR information previously obtained by others. • Assist UMS as necessary with obtaining permissions for access to private utility facilities. UMS will perform the following coordination activities: • Work closely with the Client and Owner to facilitate the orderly progress and timely completion of the approved tasks. • Coordinate the work effort with the Client to discuss progress and resolve problems. • Upon request provide the Client copies of logs and/or correspondence that document work- work‐ related communications between utility owners, outside agencies, and/or private landowners. • Coordinate operations with private and public utility infrastructure owners. • Obtain required One-One Call (Call 811) tickets. • Provide all necessary equipment, supplies, and support personnel to secure data outlined in this section. Associated labor and costs may increase if actual conditions deviate significantly from those assumed for this estimate. UMS will work with the Client in good faith to complete operations in a timely manner and will negotiate new pricing if conditions encountered significantly deviate from those assumed. The results of the Phase 1 and 2 efforts will be pertinent at the time in which field investigation operations are completed and are subject to change. Subsequent SUE investigations may be necessary to account for any new or changed utility installations.
Appears in 1 contract
Sources: Work Order
Project Assumptions. Phase 1 Assumptions: • UMS utility research will stem from previous records investigation work performed by the Client. UMS requests all previously obtained records be provided upon Notice to Proceed. Reasonable efforts will be made to obtain supplemental utility records to produce the deliverables within the project schedule. The timely cooperation of utility owners may be necessary to develop the utility inventory map for facilities within the project area. • All field work will be completed while the project corridor is clear of snow and ice. • Labor to complete line of sight surveying is currently not included within this scope of work. UMS assumes RTK GPS/GNSS survey operations will be sufficient to map all utilities. • Sufficient project survey control exists along the project corridor for RTK GPS survey operations; consequently, labor for establishing survey control is currently not included within this scope of work and the associated cost estimate. • A maximum of three 3 days of traffic control will be required for Phase I operations. Traffic control measures are not expected to require flagging operations. • Confined space entry will not be required for this effort. All storm drainage, sanitary sewer, and any other measurements within confined spaces will be taken from the surface without entry into the confined space. • Aerial clearance measurements will not be required for the Phase 1 effort. The locations of aerial wires, however, will can be noted for clearance observations by others or during subsequent Phase 2 operations and but are not included in this work scope and estimate. • Vertical (depth and elevation) QL A observations will be tied to project control to an average accuracy of +/- 0.1 feet. • UMS assumes all work will be completed during regular working hours (8:00 AM to 5:00 PM) and without start/stop time restrictions. • Field crews will use paint to mark ▇▇▇▇ out the utility alignments and assume no paint removal will be required. Phase 2 assumptions: • Extreme weather conditions can significantly impact crew production rates and schedules. For this submittal, UMS assumes the project corridor will be clear of snow and ice during all field operations. UMS will keep the Client apprised of any schedule delays or budget impacts should current conditions affect the ▇▇▇ ▇▇▇▇▇ campaign. • Client or Owner will obtain all necessary permits, right-of-entries, etc. (including private land access and railroad access) to allow UMS field personnel to work in areas outside of public right-of-way limits. • UMS assumes that all work will take place during normal daytime working hours (7am to 5pm). Any work required outside of these hours, or any limitations applied to these work hours may result in additional costs and may affect the schedule UMS deliverables schedule. o UMS has not included any costs related to night work in this estimate. Should nighttime work be required, any equipment, special PPE, traffic control, lighting, coordination, and preparation, permitting etc. will need to be added to the Phase 2 cost estimate. • Vacuum excavations which fail to expose the targeted utility after attaining a reasonable depth (10-feet) will still be considered a completed excavation. Vacuum excavations exceeding 10- feet in depth may require additional time and efforts that impact schedule and budget. UMS will coordinate with the client should this situation arise. • A possibility exists that existing conditions (i.e. groundwater, large boulders) may prevent crews from exposing the targeted utility. In addition, utilities may be installed at a depth beyond the limits of the vacuum excavation equipment. • The backfilling of each excavation will be accomplished with materials based on permit requirements. • Specialty repairs are not included with this proposal. These may include replacement of concrete panels, hot patch repairs, T-patch repairs, etc. • A maximum of 6 days of traffic control will be required for Phase 2 operations. Traffic control measures are not expected to require flagging operations. • Each excavation is accessible to the vac truck and crew. • Up to 4 caisson clearance holes. The caisson clearance excavations have a targeted width of 2-feet in diameter and up to 10-feet in depth. The Client will identify the caisson clearance hole locations. • Up to 15 excavations in asphalt/concrete pavement which will require concrete/asphalt coring. Flowable fill will be used as backfill and perma-patch for surface restoration to repair the concrete/asphalt plug. • An additional 15 excavations are assumed to be in the dirt, outside of the pavement areas. Client and / or Owner will: • Obtain all necessary right-of-entries, security clearances, etc. (including private land access) to allow UMS field personnel to work outside the roadway right-of-way. • Provide information showing the project limits, alignment, profile, survey control points, benchmark data, coordinate data, relevant design and topographic CAD files, aerial photographs, and any other applicable information. • Provide survey control information prior to UMS field crews arriving on-site. • Provide any record or relevant survey or LIDAR information previously obtained by others. • Assist UMS as necessary with obtaining permissions for access to private utility facilities. Phase 2 assumptions: • Vacuum excavations which fail to expose the target utility after attaining a reasonable depth (6-7’) will still be considered a completed excavation. • A maximum of five days of traffic control will be required for Phase 2 operations. Traffic control measures are not expected to require flagging operations. • Each excavation is accessible to the vac truck and crew. • Up to 15 excavations in asphalt/concrete pavement which will require concrete/asphalt coring. Flowable fill will be used as backfill and perma-patch for surface restoration to repair the concrete/asphalt plug. • The remaining 10 test holes are assumed to be located in the dirt, outside of the pavement areas. • T-patch and/or Hot patch repair is not included with this proposal. UMS will perform the following coordination activities: • Work closely with the Client and Owner to facilitate the orderly progress and timely completion of the approved tasks. • Coordinate the work effort with the Client to discuss progress and resolve problems. • Upon request provide the Client copies of logs and/or correspondence that document work- related communications between utility owners, outside agencies, and/or private landowners. • Coordinate operations with private and public utility infrastructure owners. • Obtain required One-One Call (Call 811) tickets. • Provide all necessary equipment, supplies, and support personnel to secure data outlined in this section. Associated labor and costs may increase if actual conditions deviate significantly from those assumed for this estimate. UMS will work with the Client in good faith to complete operations in a timely manner and will negotiate new pricing if conditions encountered significantly deviate from those assumed. The results of the Phase 1 and 2 efforts will be pertinent at the time in which field investigation operations are completed and are subject to change. Subsequent SUE ▇▇▇ investigations may be necessary to account for any new or changed utility installations.
Appears in 1 contract
Sources: Agreement for Professional Services
Project Assumptions. Phase 1 Assumptions: • UMS utility research will stem from previous records investigation work performed by the Client. UMS requests all previously obtained records be provided upon Notice to Proceed. Reasonable efforts will be made to obtain supplemental utility records to produce the deliverables within the project schedule. The timely cooperation of utility owners may be necessary to develop the utility inventory map for facilities within the project area. • All field work will be completed while the project corridor is clear of snow and ice. • Labor to complete line of sight surveying is currently not included within this scope of work. UMS assumes RTK GPS/GNSS survey operations will be sufficient to map all utilities. • Sufficient project survey control exists along the project corridor for RTK GPS survey operations; consequently, labor for establishing survey control is currently not included within this scope of work and the associated cost estimate. • A maximum of three two days of traffic control will be required for Phase I operations. Traffic control measures are not expected to require flagging operations. • Confined space entry will not be required for this effort. All storm drainage, sanitary sewer, and any other measurements within confined spaces will be taken from the surface without entry into the confined space. • Aerial clearance measurements will not be required for the Phase 1 effort. The locations of aerial wires, however, will be noted for clearance observations by others or during subsequent Phase 2 operations and are not included in this work scope and estimate. • Vertical (depth and elevation) QL A observations will be tied to project control to an average accuracy of +/- /‐ 0.1 feet. • UMS assumes all work will be completed during regular working hours (8:00 AM to 5:00 PM) and without start/stop time restrictions. • Field crews will use paint to mark out the utility alignments and assume no paint removal will be required. Phase 2 assumptions: • Extreme weather conditions can significantly impact crew production rates and schedules. For this submittal, UMS assumes the project corridor will be clear of snow and ice during all field operations. UMS will keep the Client apprised of any schedule delays or budget impacts should current conditions affect effect the ▇▇▇ ▇▇▇▇▇ campaign. • Client or Owner will obtain all necessary permits, right-of-entriesright‐of‐entries, etc. (including private land access and railroad access) to allow UMS field personnel to work in areas outside of public right-of-way right‐of‐way limits. • UMS assumes that all work will take place during normal daytime working hours (7am to 5pm). Any work required outside of these hours, or any limitations applied to these work hours may result in additional costs and may affect the schedule UMS deliverables schedule. o UMS has not included any costs related to night work in this estimate. Should nighttime work be required, any equipment, special PPE, traffic control, lighting, coordination, coordination and preparation, permitting etc. will need to be added to the Phase 2 cost estimate. • Vacuum For any Phase 2 utility test holes that are included in the effort, vacuum excavations which fail to expose the targeted target utility after attaining a reasonable depth (10-feet6‐7’) will still be considered a completed excavation. Vacuum excavations exceeding 10- feet in depth may require additional time and efforts that impact schedule and budget. UMS will coordinate with the client should this situation arise. • A possibility exists that existing conditions (i.e. groundwater, large boulders) may prevent crews from exposing the targeted utilityutility or reaching the targeted depth for caisson clearance holes. In addition, utilities may be installed at a depth beyond the limits of the vacuum excavation equipment. • The backfilling Excavations are located outside of areas which require special repair measures (sidewalks, planters, driveways, etc.). Backfilling of each excavation will be accomplished with materials based on permit requirementsthe use of road base material. • Specialty repairs Special sidewalk repairs, hot patch repairs, etc. are not included with this proposal. These may include replacement • Each excavation is accessible to the vac truck and crew. • Up to 5 excavations in asphalt/concrete pavement which will require concrete/asphalt coring. Road base material will be used as backfill and perma‐patch for surface restoration to repair the concrete/asphalt plug. • An additional 5 excavations are assumed to be located in the dirt, outside of concrete panels, hot patch repairs, T-patch repairs, etcthe pavement areas. • Up to 4 caisson clearance holes. The caisson clearance excavations have a targeted width of 2‐feet in diameter and up to 10‐feet in depth. The Client will identify the caisson clearance hole locations. • A maximum of 6 3 days of traffic control will be required for Phase 2 operations. Traffic control measures are not expected to require flagging operations. • Each excavation T‐patch and/or Hot patch repair is accessible to the vac truck and crew. • Up to 4 caisson clearance holes. The caisson clearance excavations have a targeted width of 2-feet in diameter and up to 10-feet in depth. The Client will identify the caisson clearance hole locations. • Up to 15 excavations in asphalt/concrete pavement which will require concrete/asphalt coring. Flowable fill will be used as backfill and perma-patch for surface restoration to repair the concrete/asphalt plug. • An additional 15 excavations are assumed to be in the dirt, outside of the pavement areasnot included with this proposal. Client and / or Owner will: • Obtain all necessary right-of-entriesright‐of‐entries, security clearances, etc. (including private land access) to allow UMS field personnel to work outside the roadway right-of-wayright‐of‐way. • Provide information showing the project limits, alignment, profile, survey control points, benchmark data, coordinate data, relevant design and topographic CAD files, aerial photographs, and any other applicable information. • Provide survey control information prior to UMS field crews arriving on-siteon‐site. • Provide any record or relevant survey or LIDAR information previously obtained by others. • Assist UMS as necessary with obtaining permissions for access to private utility facilities. UMS will perform the following coordination activities: • Work closely with the Client and Owner to facilitate the orderly progress and timely completion of the approved tasks. • Coordinate the work effort with the Client to discuss progress and resolve problems. • Upon request provide the Client copies of logs and/or correspondence that document work- work‐ related communications between utility owners, outside agencies, and/or private landowners. • Coordinate operations with private and public utility infrastructure owners. • Obtain required One-One Call (Call 811) tickets. • Provide all necessary equipment, supplies, and support personnel to secure data outlined in this section. Associated labor and costs may increase if actual conditions deviate significantly from those assumed for this estimate. UMS will work with the Client in good faith to complete operations in a timely manner and will negotiate new pricing if conditions encountered significantly deviate from those assumed. The results of the Phase 1 and 2 efforts will be pertinent at the time in which field investigation operations are completed and are subject to change. Subsequent SUE investigations may be necessary to account for any new or changed utility installations.
Appears in 1 contract
Sources: Professional Services
Project Assumptions. Phase 1 AssumptionsWhile preparing our scope of services and fee schedule, Consultant has made the following assumptions: • UMS utility research Existing topographical survey information and base mapping will stem from previous records investigation be utilized for the design of new facilities and modifications of existing facilities. • Legal, easement, and plat surveys for the WRRF site will not be required. • Civil site work performed by the Client. UMS requests all previously obtained records plans will only be provided upon Notice for areas of the site that involve disturbance to Proceed. Reasonable efforts will be made to obtain supplemental utility records to produce the deliverables within the project schedule. The timely cooperation of utility owners may be necessary to develop the utility inventory map for facilities within the project areaexisting grading and where site restoration is needed after demolition and construction activities. • All field Site drawings will only be prepared for areas in the WRRF where new facilities or major retrofits to are to be constructed. • It is assumed the site layout for new facilities associated with the Project will not require relocation of major utilities or structures required for continued or interim service of the WRRF. • Landscaping plans will not be prepared. • New access roadway work will be completed while limited to the project corridor areas around the Biosolids Dryer. No traffic analysis or traffic control design is clear of snow and icerequired. • Labor The foundation design of new or modified facilities will be based on geotechnical information obtained by the City for this Project. • In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the Project cost and/or execution. The conditions and cost/execution effects are not the responsibility of Consultant. • New groundwater pumping facilities are not required. • It is assumed that geotechnical conditions and recommendations are similar to complete line those of sight surveying recent WRRF projects. • Conventional spread foundations will be required for all new facilities. Deep excavations or piles will not be required. • Biosolids Dryer Greenhouse architecture will match to the best extent possible architectural treatment and materials that exist on other WRRF campus buildings. • No landscape architect services will be required for this Project. • No retaining walls will be required. • Greenhouse structural and architectural design will be delegated to the manufacturer. • Supports and seismic bracing for pipes (<24”), lighting, fire suppression or hvac systems will be Contractor-designed based upon a performance specification which will be developed during the final design phase for all piping. • Design concerning “plant-wide” utility systems such as basin drainage, water and in- plant waste collection/disposal will be limited to extension of and/or changes to existing piping. No new structures or equipment will be needed. • Corrosion control provisions will not be required for buried piping. • Active cathodic protection will not be required for buried piping. • Piping two inches in diameter and smaller will be field-routed 5-feet from entry point and 5-feet from end point. • Pipe supports, expansion/contraction control measures, and seismic bracing/control measures will be Contractor-designed based upon a performance specification which will be developed during the final design phase for all piping. • An odor control system will not be provided. • Manual valves two inches in diameter and below will not be tagged. • No changes to boilers or hot water primary loop pumps will be required. • Electrical design of the new Biosolids Dryer including power distribution, lighting, telecommunications device locations, raceways, and cabling. • Electrical design will be based on existing record drawings provided by the City and Consultant observations of existing conditions; without benefit of field measurements and invasive investigation made undesirable by expense and inconvenience to the City. Unforeseen conditions uncovered during the progress of final design work may require an adjustment to the work scope subject to renegotiation with the City. • Utility coordination will be provided during the Final Design phase for any modifications required to accommodate new loads. • A comprehensive power system study will be provided during the Construction phase. Code review will be limited to the City-adopted version at the time of initiation of contract of NFPA Sections 70, 820 and 497. • Public address system design or modification will not be included. • I&C will match the existing system and components available during the Project. • I&C will be similar in type and sophistication to what currently exists and based on the City’s latest I&C standards. Analog elements and components will be used, and no significant modifications to existing I&C equipment or systems will be needed. • A design for a new remote I/O programmable logic controllers (PLCs)-based supervisory control and data acquisition system will be provided for those process areas. all new I&C equipment or systems are anticipated. • The City will provide “as-built” documentation of the existing process instrumentation and control system. City-provided information will include, but not be limited to, existing motor and control circuit diagrams, panel shop drawings, process instrument information, and process control system software documentation. • The new instrumentation and control system will be based on the use of PLCs. Plant status monitoring will be by the existing commercially available PC-based software package: Wonderware, by ▇▇▇▇▇▇▇▇▇ Electric Software. Remote access to plant components will not be provided. • Programming is currently not included within excluded from this scope of work. UMS assumes RTK GPS/GNSS survey operations This effort will be sufficient deferred to map all utilitiesthe construction phase of this Project and will assume that a subcontractor will be hired by the City to perform this work during the construction Project. • Sufficient project survey control exists along the project corridor for RTK GPS survey operations; consequently, labor for establishing survey control is currently not included within Security system and video system design are excluded as part of this scope of work and the associated cost estimatework. • A maximum of three days of traffic Vendor-supplied control system packages will be required for Phase I operations. Traffic control measures are not expected to require flagging operations. • Confined space entry will not be required for this effort. All storm drainageinterfaced through hardwired signals or networked signals, sanitary sewer, and any other measurements within confined spaces will be taken from the surface without entry into the confined space. • Aerial clearance measurements will not be required for the Phase 1 effort. The locations of aerial wires, however, will be noted for clearance observations by others or during subsequent Phase 2 operations and are not included in this work scope and estimate. • Vertical (depth and elevation) QL A observations will be tied to project control to an average accuracy of +/- 0.1 feet. • UMS assumes all work will be completed during regular working hours (8:00 AM to 5:00 PM) and without start/stop time restrictions. • Field crews will use paint to mark out the utility alignments and assume no paint removal will be required. Phase 2 assumptions: • Extreme weather conditions can significantly impact crew production rates and schedules. For this submittal, UMS assumes the project corridor will be clear of snow and ice during all field operations. UMS will keep the Client apprised of any schedule delays or budget impacts should current conditions affect the ▇▇▇ ▇▇▇▇▇ campaign. • Client or Owner will obtain all necessary permits, right-of-entries, etc. (including private land access and railroad access) to allow UMS field personnel to work in areas outside of public right-of-way limits. • UMS assumes that all work will take place during normal daytime working hours (7am to 5pm). Any work required outside of these hours, or any limitations applied to these work hours may result in additional costs and may affect the schedule UMS deliverables schedule. o UMS has not included any costs related to night work in this estimate. Should nighttime work be required, any equipment, special PPE, traffic control, lighting, coordination, and preparation, permitting etc. will need to be added to the Phase 2 cost estimate. • Vacuum excavations which fail to expose the targeted utility after attaining a reasonable depth (10-feet) will still be considered a completed excavation. Vacuum excavations exceeding 10- feet in depth may require additional time and efforts that impact schedule and budget. UMS will coordinate with the client should this situation arise. • A possibility exists that existing conditions (i.e. groundwater, large boulders) may prevent crews from exposing the targeted utility. In addition, utilities may be installed at a depth beyond the limits of the vacuum excavation equipment. • The backfilling of each excavation will be accomplished with materials based on permit requirements. • Specialty repairs are not included with this proposal. These may include replacement of concrete panels, hot patch repairs, T-patch repairs, etc. • A maximum of 6 days of traffic control will be required for Phase 2 operations. Traffic control measures are not expected to require flagging operations. • Each excavation is accessible to the vac truck and crew. • Up to 4 caisson clearance holes. The caisson clearance excavations have a targeted width of 2-feet in diameter and up to 10-feet in depth. The Client will identify the caisson clearance hole locations. • Up to 15 excavations in asphalt/concrete pavement which will require concrete/asphalt coring. Flowable fill will be used as backfill and perma-patch for surface restoration to repair the concrete/asphalt plug. • An additional 15 excavations are assumed to be in the dirt, outside of the pavement areas. Client and / or Owner will: • Obtain all necessary right-of-entries, security clearances, etc. (including private land access) to allow UMS field personnel to work outside the roadway right-of-way. • Provide information showing the project limits, alignment, profile, survey control points, benchmark data, coordinate data, relevant design and topographic CAD files, aerial photographs, and any other applicable information. • Provide survey control information prior to UMS field crews arriving on-site. • Provide any record or relevant survey or LIDAR information previously obtained by others. • Assist UMS as necessary with obtaining permissions for access to private utility facilities. UMS will perform the following coordination activities: • Work closely with the Client and Owner to facilitate the orderly progress and timely completion of the approved tasks. • Coordinate the work effort with the Client to discuss progress and resolve problems. • Upon request provide the Client copies of logs and/or correspondence that document work- related communications between utility owners, outside agencies, and/or private landowners. • Coordinate operations with private and public utility infrastructure owners. • Obtain required One-Call (Call 811) tickets. • Provide all necessary equipment, supplies, and support personnel to secure data outlined in this section. Associated labor and costs may increase if actual conditions deviate significantly from those assumed for this estimate. UMS will work with the Client in good faith to complete operations in a timely manner and will negotiate new pricing if conditions encountered significantly deviate from those assumed. The results of the Phase 1 and 2 efforts will be pertinent at the time in which field investigation operations are completed and are subject to change. Subsequent SUE investigations may be necessary to account for any new or changed utility installationswhen available.
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Sources: Task Order