Common use of Geotechnical Investigation Clause in Contracts

Geotechnical Investigation. For the current scope of work, we propose a field investigation that will consist of up to four (4) test pits five (5) to ten (10) feet deep, along the length of the roadway proposed for reconstruction (from Alt. 50 to Xxxxxx Xxxx and from Bardot Way to Cook Way) and up to three (3) cores for areas not receiving full reconstruction. Locations for pavement coring and drilling will be identified by Xxxxx and reviewed/approved by the City prior to sampling activities. Lumos will collect samples at regular intervals and note the existing soils conditions at each excavation. Lumos will provide the excavation, backfill and patching services, traffic control, and notify USA Dig. Lumos & Associates, Inc. herein proposes to provide laboratory testing on the samples collected. Additionally, we propose to perform engineering analyses and calculations and develop a report that will discuss the site conditions, field and laboratory test data, and our conclusions and recommendations from a geotechnical perspective. Our Geotechnical Investigation will be supervised by a Registered Professional Engineer in the State of Nevada and will specifically include the following services: Field Investigation will include: • USA Dig Clearance • Identification of All Exploration Locations • Test Pit Excavation • Observation of Test Pits • Soil Sampling Laboratory analysis may include: • R-Value • Atterberg Limits • Grain Size Analysis (including fines content) • Expansion Index Report, Recommendations, and Conclusions: • Table of Contents • Exploration Logs - which will include test results, and depth of test pits • Site Conditions • Field Investigation • Soil Types and Classifications • Laboratory Analysis and Test Results which will include sample locations (P.I, % passing #200, R-Value) • Pavement Recommendations and calculations • Ground Water Depth, if Encountered • Test Pit Location Map Note that the estimated fee for this task does not include any soil and/or groundwater contamination evaluation at the site. The geotechnical report is solely for the determination of road section for the area to be reconstructed, and construction of new utilities in the other areas, utilizing typical road section design for a collector roadway. The pavement recommendation included in Task 4 will be for a typical design section for the reconstruction area only. This report does not contemplate a full analysis of the useful life of the existing pavement, traffic counts, or work related to this as this would require extensive test pits along the entire length of the roadway, traffic analysis, and further evaluation of the roadway itself over and above the geotechnical report scope provided. We have included a separation optional task should the City decide the need to evaluate the road at this higher level. Task 3 — 30% Design (Conceptual) This task will include preparation of conceptual level design layouts for intersections of Cottonwood Lane with Alt. 50/Alt. 95A and SR 000/Xxxx Xxxxxxxx Xxxx. Up to three (3) conceptual layout options will be prepared for each intersection for discussion and review with the City (layout will be submitted in PDF format). After review and comment by the City, preferred layout options for each intersection will be refined. It is anticipated that coordination with Lyon County School District (LCSD) will be initiated with this task to get feedback from LCSD regarding challenges near Cottonwood Elementary, as perceived by LCSD Staff, parents, etc. One (1) coordination meeting with LCSD is assumed under this task. In addition, the conceptual layout options prepared under this task will be presented to NDOT at a pre- permit submittal meeting under a separate task. Also under this task, Xxxxx will begin exploring preliminary drainage alternatives for discussion with the City prior to proceeding with design and a formal drainage report to ensure the drainage option selected, with input from the City, is acceptable to the City and is feasible. Options will be provided to the City (in PDF format) for eventual discussion at a coordination meeting. Based on field investigations, Lumos will provide the City a list of utilities likely to be in the project area. The City will issue notification to the potentially affected utility companies and Lumos will coordinate with the utilities to obtain mapping of existing and proposed infrastructure (including relocation plans, new installation plans, upcoming work, etc). The 30% deliverables to the City under this task will include electronic copies (PDFs) of the conceptual layouts at each intersection and exhibits of preliminary drainage options. A 30% plan set is not included under this task. Task 4 — 60% Design This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% deliverable to the City will include an electronic copy of the plans (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard- copies of the plans. The 60% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 4B and will be incorporated into the 60% plan set and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be initiated with this task. Lumos will facilitate distribution of the 60% progress plan set to utility companies affected by the proposed improvements. Also under this task, Xxxxx will begin the draft drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. A draft drainage report will be submitted to the City for review and comment based upon selection of a drainage method after the 30% design. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the 60% plan sheets showing improvements near Cottonwood Elementary School will be sent to the LCSD via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 60% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination with NDOT and USBR, including required deliverables, will be handled under separate tasks. Task 4A — 60% Design (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Xxxx 0X — 60% Design (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Task 5 — 90% Design and Permitting This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. This task will include any City comments received from the City's review of the 60% plans. Draft specifications, contract documents, and an engineer's estimate of probable construction costs will also be prepared under this task. The 90% deliverable to the City will include an electronic copy of the plans, specifications/contract documents, and cost estimate (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard-copies of the plans. Lumos will provide boiler plate technical specifications in Microsoft Word format for the City's use with future projects. The 90% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 5B and will be incorporated into the 90% plan set, specifications/contract documents, and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be continued with this task. Lumos will incorporate comments from utility companies, as applicable, into the design plans and will facilitate distribution of the 90% plan set to the utility companies affected by the proposed improvements. Also under this task, Xxxxx will prepare a final draft of the drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. Comments received on the draft drainage report prepared at the 60% design level will be incorporated and a final draft of the drainage report will be submitted to the City for review and comment. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the plan sheets showing improvements near Cottonwood Elementary School will be sent to the School District via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 90% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination and permitting with NDOT and USBR, including required deliverables, will be handled under separate tasks. NDOT submittals and a desk audit will be completed after this task is complete; all NDOT work will be done under a separate task. Plans completed under this task will be stamped and submitted to NDEP to initiate their review of the project. Task 5A — 90% Design and Permitting (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5. Xxxx 0X — 90% Design and Permitting (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5.

Geotechnical Investigation. For the current Geotechnical scope of work, we propose a field investigation that will consist of up to test pit exploration at approximately four (4) locations along the existing force main alignment (approximately 1,000 ft. intervals) in the shoulder of the Sage Drive. Proposed test pits pit locations will be identified by Lumos and reviewed/approved by the City prior to start of sampling activities. Lumos will review/summarize soil conditions encountered/documented as part of the NDOT US 50A/95A Improvements Project for proposed work within the NDOT Right-of-Way. Exploration depth will range from five (5) to ten (10) feet deepbelow ground surface, along or practical refusal, whichever comes first. We understand Lumos and Associates, Inc. will complete the length of USA Dig clearance, obtain a no cost encroachment permit will from the roadway proposed for reconstruction (from Alt. 50 to Xxxxxx Xxxx and from Bardot Way to Cook Way) and up to three (3) cores for areas not receiving full reconstruction. Locations for pavement coring and drilling will be identified by Xxxxx and reviewed/approved by the City prior to sampling activities. Lumos will collect samples at regular intervals and note the existing soils conditions at each excavation. Lumos City, will provide the excavation, /backfill and patching services, and the traffic control, . Work performed will comply with current City of Fernley Design Standards and notify USA DigStandard Specifications for Public Works Construction; Work performed within NDOT RoW will comply with current NDOT Standards. Lumos & and Associates, Inc. herein proposes to provide sampling of each exploration, classify the encountered soils in accordance with the Unified Soil Classification System (USCS), and conduct laboratory testing on the samples collected. Additionally, we propose to perform engineering analyses analysis and calculations and develop a report Geotechnical Investigation Report that will discuss the geologic setting, exploration and site conditionscondition, field and laboratory test data, and our conclusions and recommendations from a geotechnical Geotechnical perspective. Our Out Geotechnical Investigation will be supervised by a Registered Professional Engineer in the State of Nevada and Evaluation will specifically include the following services: Field Investigation will include: •  USA Dig Clearance • Identification  Location of All Exploration Locations • Test Pit Excavation • Observation of Test Pits •  Logging of all Soil Sampling Profiles Based on USCS  Water Table Measurement, if encountered Laboratory analysis may include: • R-Value •  Atterberg Limits •  Moisture Density Curve  Grain Size Analysis (including fines content) • Expansion Index  R-Value  Soluble Sulfates/pH/Resistivity Report, Recommendations, and Conclusions: • Table of Contents • Conclusions  Exploration Logs - which will include test results, and depth of test pits • Site Conditions • Field Investigation •  Soil Types and Classifications • Classification  Site Geology  Laboratory Analysis and Test Results which will include sample locations (P.I, % passing #200, R-Value) •  Geotechnical Discussion  Grading Recommendations  Utility Excavation and Backfill Recommendations  Pavement Recommendations and calculations • Ground Water Depth(if required)  Construction Procedures  Groundwater Level, if Encountered • Test Pit Location Map Note that the estimated fee for this task does not include any soil and/or groundwater contamination evaluation at the site. The geotechnical report is solely for the determination of road section for the area to be reconstructed, and construction of new utilities in the other areas, utilizing typical road section design for a collector roadway. The pavement recommendation included in Task 4 will be for a typical design section for the reconstruction area only. This report does not contemplate a full analysis of the useful life of the existing pavement, traffic counts, or work related to this as this would require extensive test pits along the entire length of the roadway, traffic analysis, and further evaluation of the roadway itself over and above the geotechnical report scope provided. We have included a separation optional task should the City decide the need to evaluate the road at this higher level. Task 3 — 30% Design (Conceptual) This task will include preparation of conceptual level design layouts for intersections of Cottonwood Lane with Alt. 50/Alt. 95A and SR 000/Xxxx Xxxxxxxx Xxxx. Up to three (3) conceptual layout options will be prepared for each intersection for discussion and review with the City (layout will be submitted in PDF format). After review and comment by the City, preferred layout options for each intersection will be refined. It is anticipated that coordination with Lyon County School District (LCSD) will be initiated with this task to get feedback from LCSD regarding challenges near Cottonwood Elementary, as perceived by LCSD Staff, parents, etc. One (1) coordination meeting with LCSD is assumed under this task. In addition, the conceptual layout options prepared under this task will be presented to NDOT at a pre- permit submittal meeting under a separate task. Also under this task, Xxxxx will begin exploring preliminary drainage alternatives for discussion with the City prior to proceeding with design and a formal drainage report to ensure the drainage option selected, with input from the City, is acceptable to the City and is feasible. Options encountered A draft Geotechnical Investigation Report will be provided to the City (in PDF format) for eventual discussion at a coordination meeting. Based on field investigations, Lumos will provide the City a list of utilities likely to be in the project area. The City will issue notification to the potentially affected utility companies and Lumos will coordinate conjunction with the utilities to obtain mapping of existing and proposed infrastructure (including relocation plans, new installation plans, upcoming work, etc). The 30% deliverables to the City under this task will include electronic copies (PDFs) of the conceptual layouts at each intersection and exhibits of preliminary drainage options. A 30% plan set is not included under this task. Task 4 — 60% Design This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% deliverable to the City will include an electronic copy of the plans (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard- copies of the plans. The 60% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 4B and will be incorporated into the 60% plan set and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be initiated with this task. Lumos will facilitate distribution of the 60% progress plan set to utility companies affected by the proposed improvements. Also under this task, Xxxxx will begin the draft drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. A draft drainage report will be submitted to the City for review and comment based upon selection of a drainage method after the 30% design. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the 60% plan sheets showing improvements near Cottonwood Elementary School will be sent to the LCSD via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 60% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination with NDOT and USBR, including required deliverables, will be handled under separate tasks. Task 4A — 60% Design (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Xxxx 0X — 60% Design (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Task 5 — 90% Design and Permitting This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. This task will include any City comments received from the City's review of the 60% plans. Draft specifications, contract documents, and an engineer's estimate of probable construction costs will also be prepared under this task. The 90% deliverable to the City will include an electronic copy of the plans, specifications/contract documents, and cost estimate (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard-copies of the plans. Lumos will provide boiler plate technical specifications in Microsoft Word format for the City's use with future projects. The 90% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 5B and will be incorporated into the 90% plan set, specifications/contract documents, and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be continued with this task. Lumos will incorporate comments from utility companies, as applicable, into the design plans and will facilitate distribution of the 90% plan set to the utility companies affected by the proposed improvements. Also under this task, Xxxxx will prepare a final draft of the drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. Comments received on the draft drainage report prepared at the 60% design level will be incorporated and a final draft of the drainage report will be submitted to the City for review and comment. The deliverable to the City Final Geotechnical Investigation Report will be an electronic copy signed and sealed by a Nevada Registered Professional Engineer in responsible charge of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the plan sheets showing improvements near Cottonwood Elementary School will be sent to the School District via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 90% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination and permitting with NDOT and USBR, including required deliverables, will be handled under separate tasks. NDOT submittals and a desk audit will be completed after this task is complete; all NDOT work will be done under a separate task. Plans completed under this task will be stamped and submitted to NDEP to initiate their review of the project. Task 5A — 90% Design and Permitting (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5. Xxxx 0X — 90% Design and Permitting (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5preparation.

Geotechnical Investigation. For WSP and our Subconsultant will perform the current scope geotechnical data collection and geotechnical report. Results/Deliverables • Geotechnical data collection and analysis • Geotechnical Report as outlined by INDOT Geotechnical Design Manual. • Geotechnical Review of workFinal Tracings submittal The West Lafayette Happy Hollow Neighborhood Trail project (Des No. 1401288) involves construction of new trail with less than 3 ft of cut or fill anticipated for the approximately 2,250 linear feet of trail, we propose a 400-foot long MSE wall up to 8 feet high. The project requires a geotechnical investigation in accordance with the INDOT Geotechnical Design Manual. The field investigation that will is anticipated to consist of the following elements: • Borings=(7) performed with ATV drill rig o 3 borings to 10-foot depth for trail spaced at approximately up to four (4) test pits five (5) 1000 feet maximum spacing o 4 borings to ten (10) 25-f00t depth for MSE wall spaced at 100 foot • Sampling program to include semi-continuous split spoon sampling to 10 feet deepand sampling at 5 foot intervals thereafter, along the length of the roadway proposed for reconstruction (from Alt. 50 to Xxxxxx Xxxx and from Bardot Way to Cook Way) and up to three 7 Shelby tube samples; and bulk sample for Xxxxxxx testing • 24-hour water levels Activities • Geotechnical Scoping Meeting with INDOT Office of Geotechnical Services (3OGS) cores to coordinate geotechnical investigation, including selection of boring locations with INDOT OGS. • Coordinate Indiana 811 (formerly Indiana Underground Plant Protection Service) for areas not receiving full reconstructionunderground utility locate service requests at and around test boring locations. Locations for pavement coring and drilling will be identified by Xxxxx and reviewed/approved by the City prior • Provide traffic control to sampling activitiesperform borings. Lumos will collect samples at regular intervals and note the existing soils conditions at each excavation. Lumos will provide the excavation, backfill and patching services, traffic control, and notify USA Dig. Lumos & Associates, Inc. herein proposes to provide • Perform laboratory testing on the soil samples collected. Additionallyincluding classification tests, we propose to perform engineering analyses and calculations and develop a report that will discuss the site conditionsmoisture content, field and laboratory test dataorganic content (if applicable) by loss on ignition, unconfined compression strength, and our conclusions Standard Xxxxxxx. • Develop geotechnical report including regional geology, boring logs, discussion of findings, and geotechnical recommendations from a geotechnical perspectivefor trail construction, and MSE wall design. Our Items Specifically Not Included • Tree Clearing • Structure Borings • Culvert Borings WSP USA Inc. Confidential West Lafayette- Happy Hollow Neighborhood Trail (Des. 1401288) PROJECT NO.: DESCRIPTION: 35687H Happy Hollow Neighborhood Trail DES. NO.: 1401288 Description DBE? Original Fee Section 1: Topographic Survey Data Collection N- TBIRD $19,500 Lump Sum Section 2: Environmental Document Preparation Y- NS $19,645 NTE Section 3: Roadway Design $82,807 Hourly NTE Section 4: Geotechnical Investigation will be supervised by a Registered Professional Engineer in the State $23,536 NTE Section 5: Right of Nevada Way Engineering- Supplement Req'd. $0 Section 6: Lighting- Supplement Req'd. N-BF&S $0 Section 8: Post Bid Services- Supplement Req'd. $0 Total $145,488 File:W. Lafayette- Neighborhood Trail Fee Sumary and will specifically include the following services: Field Investigation will include: • USA Dig Clearance • Identification of All Exploration Locations • Test Pit Excavation • Observation of Test Pits • Soil Sampling Laboratory analysis may include: • R-Value • Atterberg Limits • Grain Size Analysis (including fines content) • Expansion Index ReportManhour Justification_rev. 9-13-2017.xlsx, Recommendations, and Conclusions: • Table of Contents • Exploration Logs - which will include test results, and depth of test pits • Site Conditions • Field Investigation • Soil Types and Classifications • Laboratory Analysis and Test Results which will include sample locations (P.I, % passing #200, R-Value) • Pavement Recommendations and calculations • Ground Water Depth, if Encountered • Test Pit Location Map Note that the estimated fee for this task does not include any soil and/or groundwater contamination evaluation at the site. The geotechnical report is solely for the determination of road section for the area to be reconstructed, and construction of new utilities in the other areas, utilizing typical road section design for a collector roadway. The pavement recommendation included in Task 4 will be for a typical design section for the reconstruction area only. This report does not contemplate a full analysis of the useful life of the existing pavement, traffic counts, or work related to this as this would require extensive test pits along the entire length of the roadway, traffic analysis, and further evaluation of the roadway itself over and above the geotechnical report scope provided. We have included a separation optional task should the City decide the need to evaluate the road at this higher level. Task 3 — 30% Design (Conceptual) This task will include preparation of conceptual level design layouts for intersections of Cottonwood Lane with Alt. 50/Alt. 95A and SR 000/Xxxx Xxxxxxxx Xxxx. Up to three (3) conceptual layout options will be prepared for each intersection for discussion and review with the City (layout will be submitted in PDF format). After review and comment by the City, preferred layout options for each intersection will be refined. It is anticipated that coordination with Lyon County School District (LCSD) will be initiated with this task to get feedback from LCSD regarding challenges near Cottonwood Elementary, as perceived by LCSD Staff, parents, etc. One (1) coordination meeting with LCSD is assumed under this task. In addition, the conceptual layout options prepared under this task will be presented to NDOT at a pre- permit submittal meeting under a separate task. Also under this task, Xxxxx will begin exploring preliminary drainage alternatives for discussion with the City prior to proceeding with design and a formal drainage report to ensure the drainage option selected, with input from the City, is acceptable to the City and is feasible. Options will be provided to the City (in PDF format) for eventual discussion at a coordination meeting. Based on field investigations, Lumos will provide the City a list of utilities likely to be in the project area. The City will issue notification to the potentially affected utility companies and Lumos will coordinate with the utilities to obtain mapping of existing and proposed infrastructure (including relocation plans, new installation plans, upcoming work, etc). The 30% deliverables to the City under this task will include electronic copies (PDFs) of the conceptual layouts at each intersection and exhibits of preliminary drainage options. A 30% plan set is not included under this task. Task 4 — 60% Design This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% deliverable to the City will include an electronic copy of the plans (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard- copies of the plans. The 60% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 4B and will be incorporated into the 60% plan set and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be initiated with this task. Lumos will facilitate distribution of the 60% progress plan set to utility companies affected by the proposed improvements. Also under this task, Xxxxx will begin the draft drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. A draft drainage report will be submitted to the City for review and comment based upon selection of a drainage method after the 30% design. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the 60% plan sheets showing improvements near Cottonwood Elementary School will be sent to the LCSD via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 60% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination with NDOT and USBR, including required deliverables, will be handled under separate tasks. Task 4A — 60% Design (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Xxxx 0X — 60% Design (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Task 5 — 90% Design and Permitting This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. This task will include any City comments received from the City's review of the 60% plans. Draft specifications, contract documents, and an engineer's estimate of probable construction costs will also be prepared under this task. The 90% deliverable to the City will include an electronic copy of the plans, specifications/contract documents, and cost estimate (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard-copies of the plans. Lumos will provide boiler plate technical specifications in Microsoft Word format for the City's use with future projects. The 90% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 5B and will be incorporated into the 90% plan set, specifications/contract documents, and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be continued with this task. Lumos will incorporate comments from utility companies, as applicable, into the design plans and will facilitate distribution of the 90% plan set to the utility companies affected by the proposed improvements. Also under this task, Xxxxx will prepare a final draft of the drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. Comments received on the draft drainage report prepared at the 60% design level will be incorporated and a final draft of the drainage report will be submitted to the City for review and comment. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the plan sheets showing improvements near Cottonwood Elementary School will be sent to the School District via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 90% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination and permitting with NDOT and USBR, including required deliverables, will be handled under separate tasks. NDOT submittals and a desk audit will be completed after this task is complete; all NDOT work will be done under a separate task. Plans completed under this task will be stamped and submitted to NDEP to initiate their review of the project. Task 5A — 90% Design and Permitting (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5. Xxxx 0X — 90% Design and Permitting (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5.Worksheet:Summary Confidential West Lafayette- Neighborhood Trail Fee Factor & Hourly Rates

Geotechnical Investigation. For the current scope of work, we propose a field investigation that will consist of up to four (4) test pits five (5) to ten (10) feet deep, along the length of the roadway proposed for reconstruction (from Alt. 50 to Xxxxxx Xxxx Review available geotechnical and from Bardot Way to Cook Way) and up to three (3) cores for areas not receiving full reconstruction. Locations for pavement coring and drilling will be identified by Xxxxx and reviewed/approved by the City prior to sampling activities. Lumos will collect samples at regular intervals and note the existing soils conditions at each excavation. Lumos will provide the excavation, backfill and patching services, traffic control, and notify USA Dig. Lumos & Associates, Inc. herein proposes to provide laboratory testing on the samples collected. Additionally, we propose to perform engineering analyses and calculations and develop a report that will discuss geologic information in the site conditions, field and laboratory test data, and area from our conclusions and recommendations from a geotechnical perspectivein-house project files. Our Geotechnical Investigation will be supervised by a Registered Professional Engineer in • Review historical aerial photographs to help identify the State potential locations of Nevada and will specifically include the following services: Field Investigation will include: • USA Dig Clearance • Identification of All Exploration Locations • Test Pit Excavation • Observation of Test Pits • Soil Sampling Laboratory analysis may include: • R-Value • Atterberg Limits • Grain Size Analysis (including fines content) • Expansion Index Report, Recommendations, and Conclusions: • Table of Contents • Exploration Logs - which will include test results, and depth of test pits • Site Conditions • Field Investigation • Soil Types and Classifications • Laboratory Analysis and Test Results which will include sample locations (P.I, % passing #200, R-Value) • Pavement Recommendations and calculations • Ground Water Depth, if Encountered • Test Pit Location Map Note that the estimated fee for this task does not include any soil and/or groundwater contamination evaluation buried remnant wood piling at the site. The geotechnical report is solely for • Coordinate and manage the determination of road section for the area to be reconstructedfield explorations, including private and public utility locates, access preparation, and construction of new utilities scheduling contractors and GeoDesign staff. • Conduct the following subsurface explorations at the site:  Push to CPT probes to refusal at the site, one in the other areas, utilizing typical road section design for interior of the site and one near the riverbank. Conduct pore pressure dissipation testing in each of the CPT probes to assist in evaluating the groundwater depth. • Maintain a collector roadwaydetailed log of the soil and groundwater conditions encountered in the explorations. The pavement recommendation included in Task 4 Materials will be for classified in general accordance with ASTM D2488. • Conduct a typical design section for laboratory testing program. Specific laboratory tests will be selected based on the reconstruction area onlysubsurface conditions. This report does not contemplate a full analysis of • Provide preliminary recommendations for: o foundations to support the useful life of the existing pavementnew amphitheater and, traffic countsif necessary, or work related to this as this would require extensive test pits along the entire length of the roadway, traffic analysis, and further evaluation of the roadway itself over and above the geotechnical report scope providedcantilever supported path section. We have included a separation optional task should anticipate the City decide the need to evaluate the road at this higher levelamphitheater can be supported on shallow foundations. Task 3 — 30% Design (Conceptual) This task will include preparation of conceptual level design layouts for intersections of Cottonwood Lane with Alt. 50/Alt. 95A and SR 000/Xxxx Xxxxxxxx Xxxx. Up to three (3) conceptual layout options will be prepared for each intersection for discussion and review with the City (layout will be submitted in PDF format). After review and comment by the City, preferred layout options for each intersection will be refined. It is anticipated that coordination with Lyon County School District (LCSD) will be initiated with this task to get feedback from LCSD regarding challenges near Cottonwood Elementary, as perceived by LCSD Staff, parents, etc. One (1) coordination meeting with LCSD is assumed under this task. In addition, the conceptual layout options prepared under this task will be presented to NDOT at a pre- permit submittal meeting under a separate task. Also under this task, Xxxxx will begin exploring preliminary drainage alternatives for discussion with the City prior to proceeding with design and a formal drainage report to ensure the drainage option selected, with input from the City, is acceptable to the City and is feasible. Options Deep foundation recommendations and/or ground improvement will be provided to for support of the City (cantilever supported path section if necessary. o site preparation, grading and drainage, stripping depths, fill type for imported material, compaction criteria, trench excavation and backfill, use of on-site soil, and wet/dry weather earthwork. St Helens Riverwalk o permanent and temporary slopes. o preparation of the subgrade for floor slabs and hardscapes. o managing identified groundwater conditions that may affect the performance of structures. o design criteria for retaining walls, including lateral earth pressures, backfill, compaction, and drainage. • Evaluate the potential for liquefaction and lateral spreading at the site and provide mitigation options, if necessary. • Provide seismic design parameters in PDF format) for eventual discussion at a coordination meeting. Based on field investigations, Lumos will provide the City a list of utilities likely to be in the project area. The City will issue notification to the potentially affected utility companies and Lumos will coordinate accordance with the utilities to obtain mapping of existing and proposed infrastructure (including relocation plans, new installation plans, upcoming work, etc)2018 IBC. The 30% deliverables to the City under this task will include electronic copies (PDFs) of the conceptual layouts at each intersection and exhibits of preliminary drainage options. A 30% plan set is not included under this task. Task 4 — 60% Design This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at We assume a standard engineering scale as typically utilized by the City of Fernley. The 60% deliverable to the City will include an electronic copy of the plans (PDF), one (1) full size 24”x36” hardsite-copy of the plans, and two (2) half size 11”x17” hard- copies of the plans. The 60% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 4B and will be incorporated into the 60% plan set and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be initiated with this task. Lumos will facilitate distribution of the 60% progress plan set to utility companies affected by the proposed improvements. Also under this task, Xxxxx will begin the draft drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. A draft drainage specific seismic hazard report will not be submitted to required. • Provide a written geotechnical engineering report summarizing the City for review results of our geotechnical evaluation and comment based upon selection of a drainage method after the 30% design. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the 60% plan sheets showing improvements near Cottonwood Elementary School will be sent to the LCSD via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 60% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination with NDOT and USBR, including required deliverables, will be handled under separate tasks. Task 4A — 60% Design (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Xxxx 0X — 60% Design (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Task 5 — 90% Design and Permitting This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. This task will include any City comments received from the City's review of the 60% plans. Draft specifications, contract documents, and an engineer's estimate of probable construction costs will also be prepared under this task. The 90% deliverable to the City will include an electronic copy of the plans, specifications/contract documents, and cost estimate (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard-copies of the plans. Lumos will provide boiler plate technical specifications in Microsoft Word format for the City's use with future projects. The 90% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 5B and will be incorporated into the 90% plan set, specifications/contract documents, and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be continued with this task. Lumos will incorporate comments from utility companies, as applicable, into the design plans and will facilitate distribution of the 90% plan set to the utility companies affected by the proposed improvements. Also under this task, Xxxxx will prepare a final draft of the drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. Comments received on the draft drainage report prepared at the 60% design level will be incorporated and a final draft of the drainage report will be submitted to the City for review and comment. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the plan sheets showing improvements near Cottonwood Elementary School will be sent to the School District via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 90% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination and permitting with NDOT and USBR, including required deliverables, will be handled under separate tasks. NDOT submittals and a desk audit will be completed after this task is complete; all NDOT work will be done under a separate task. Plans completed under this task will be stamped and submitted to NDEP to initiate their review of the project. Task 5A — 90% Design and Permitting (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5. Xxxx 0X — 90% Design and Permitting (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5recommendations.

Geotechnical Investigation. For WSP and our Subconsultant will perform the current scope geotechnical data collection and geotechnical report. Results/Deliverables · Geotechnical data collection and analysis · Geotechnical Report as outlined by INDOT Geotechnical Design Manual. · Geotechnical Review of workFinal Tracings submittal The West Lafayette Happy Hollow Neighborhood Trail project (Des No. 1401288) involves construction of new trail with less than 3 ft of cut or fill anticipated for the approximately 2,250 linear feet of trail, we propose a 400-foot long MSE wall up to 8 feet high. The project requires a geotechnical investigation in accordance with the INDOT Geotechnical Design Manual. The field investigation that will is anticipated to consist of the following elements: · Borings=(7) performed with ATV drill rig o 3 borings to 10-foot depth for trail spaced at approximately up to four (4) test pits five (5) 1000 feet maximum spacing o 4 borings to ten (10) 25-f00t depth for MSE wall spaced at 100 foot · Sampling program to include semi-continuous split spoon sampling to 10 feet deepand sampling at 5 foot intervals thereafter, along the length of the roadway proposed for reconstruction (from Alt. 50 to Xxxxxx Xxxx and from Bardot Way to Cook Way) and up to three 7 Shelby tube samples; and bulk sample for Xxxxxxx testing · 24-hour water levels Activities · Geotechnical Scoping Meeting with INDOT Office of Geotechnical Services (3OGS) cores to coordinate geotechnical investigation, including selection of boring locations with INDOT OGS. · Coordinate Indiana 811 (formerly Indiana Underground Plant Protection Service) for areas not receiving full reconstructionunderground utility locate service requests at and around test boring locations. Locations for pavement coring and drilling will be identified by Xxxxx and reviewed/approved by the City prior · Provide traffic control to sampling activitiesperform borings. Lumos will collect samples at regular intervals and note the existing soils conditions at each excavation. Lumos will provide the excavation, backfill and patching services, traffic control, and notify USA Dig. Lumos & Associates, Inc. herein proposes to provide · Perform laboratory testing on the soil samples collected. Additionallyincluding classification tests, we propose to perform engineering analyses and calculations and develop a report that will discuss the site conditionsmoisture content, field and laboratory test dataorganic content (if applicable) by loss on ignition, unconfined compression strength, and our conclusions Standard Xxxxxxx. · Develop geotechnical report including regional geology, boring logs, discussion of findings, and geotechnical recommendations from a geotechnical perspectivefor trail construction, and MSE wall design. Our Items Specifically Not Included · Tree Clearing · Structure Borings · Culvert Borings WSP USA Inc. Confidential West Lafayette- Happy Hollow Neighborhood Trail (Des. 1401288) PROJECT NO.: DESCRIPTION: 35687H Happy Hollow Neighborhood Trail DES. NO.: 1401288 Description DBE? Original Fee Section 1: Topographic Survey Data Collection N- TBIRD $19,500 Lump Sum Section 2: Environmental Document Preparation Y- NS $19,645 NTE Section 3: Roadway Design $82,807 Hourly NTE Section 4: Geotechnical Investigation will be supervised by a Registered Professional Engineer in the State $23,536 NTE Section 5: Right of Nevada Way Engineering- Supplement Req'd. $0 Section 6: Lighting- Supplement Req'd. N-BF&S $0 Section 8: Post Bid Services- Supplement Req'd. $0 Total $145,488 File:W. Lafayette- Neighborhood Trail Fee Sumary and will specifically include the following services: Field Investigation will include: • USA Dig Clearance • Identification of All Exploration Locations • Test Pit Excavation • Observation of Test Pits • Soil Sampling Laboratory analysis may include: • R-Value • Atterberg Limits • Grain Size Analysis (including fines content) • Expansion Index ReportManhour Justification_rev. 9-13-2017.xlsx, Recommendations, and Conclusions: • Table of Contents • Exploration Logs - which will include test results, and depth of test pits • Site Conditions • Field Investigation • Soil Types and Classifications • Laboratory Analysis and Test Results which will include sample locations (P.I, % passing #200, R-Value) • Pavement Recommendations and calculations • Ground Water Depth, if Encountered • Test Pit Location Map Note that the estimated fee for this task does not include any soil and/or groundwater contamination evaluation at the site. The geotechnical report is solely for the determination of road section for the area to be reconstructed, and construction of new utilities in the other areas, utilizing typical road section design for a collector roadway. The pavement recommendation included in Task 4 will be for a typical design section for the reconstruction area only. This report does not contemplate a full analysis of the useful life of the existing pavement, traffic counts, or work related to this as this would require extensive test pits along the entire length of the roadway, traffic analysis, and further evaluation of the roadway itself over and above the geotechnical report scope provided. We have included a separation optional task should the City decide the need to evaluate the road at this higher level. Task 3 — 30% Design (Conceptual) This task will include preparation of conceptual level design layouts for intersections of Cottonwood Lane with Alt. 50/Alt. 95A and SR 000/Xxxx Xxxxxxxx Xxxx. Up to three (3) conceptual layout options will be prepared for each intersection for discussion and review with the City (layout will be submitted in PDF format). After review and comment by the City, preferred layout options for each intersection will be refined. It is anticipated that coordination with Lyon County School District (LCSD) will be initiated with this task to get feedback from LCSD regarding challenges near Cottonwood Elementary, as perceived by LCSD Staff, parents, etc. One (1) coordination meeting with LCSD is assumed under this task. In addition, the conceptual layout options prepared under this task will be presented to NDOT at a pre- permit submittal meeting under a separate task. Also under this task, Xxxxx will begin exploring preliminary drainage alternatives for discussion with the City prior to proceeding with design and a formal drainage report to ensure the drainage option selected, with input from the City, is acceptable to the City and is feasible. Options will be provided to the City (in PDF format) for eventual discussion at a coordination meeting. Based on field investigations, Lumos will provide the City a list of utilities likely to be in the project area. The City will issue notification to the potentially affected utility companies and Lumos will coordinate with the utilities to obtain mapping of existing and proposed infrastructure (including relocation plans, new installation plans, upcoming work, etc). The 30% deliverables to the City under this task will include electronic copies (PDFs) of the conceptual layouts at each intersection and exhibits of preliminary drainage options. A 30% plan set is not included under this task. Task 4 — 60% Design This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% deliverable to the City will include an electronic copy of the plans (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard- copies of the plans. The 60% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 4B and will be incorporated into the 60% plan set and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be initiated with this task. Lumos will facilitate distribution of the 60% progress plan set to utility companies affected by the proposed improvements. Also under this task, Xxxxx will begin the draft drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. A draft drainage report will be submitted to the City for review and comment based upon selection of a drainage method after the 30% design. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the 60% plan sheets showing improvements near Cottonwood Elementary School will be sent to the LCSD via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 60% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination with NDOT and USBR, including required deliverables, will be handled under separate tasks. Task 4A — 60% Design (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Xxxx 0X — 60% Design (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Task 5 — 90% Design and Permitting This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. This task will include any City comments received from the City's review of the 60% plans. Draft specifications, contract documents, and an engineer's estimate of probable construction costs will also be prepared under this task. The 90% deliverable to the City will include an electronic copy of the plans, specifications/contract documents, and cost estimate (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard-copies of the plans. Lumos will provide boiler plate technical specifications in Microsoft Word format for the City's use with future projects. The 90% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 5B and will be incorporated into the 90% plan set, specifications/contract documents, and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be continued with this task. Lumos will incorporate comments from utility companies, as applicable, into the design plans and will facilitate distribution of the 90% plan set to the utility companies affected by the proposed improvements. Also under this task, Xxxxx will prepare a final draft of the drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. Comments received on the draft drainage report prepared at the 60% design level will be incorporated and a final draft of the drainage report will be submitted to the City for review and comment. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the plan sheets showing improvements near Cottonwood Elementary School will be sent to the School District via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 90% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination and permitting with NDOT and USBR, including required deliverables, will be handled under separate tasks. NDOT submittals and a desk audit will be completed after this task is complete; all NDOT work will be done under a separate task. Plans completed under this task will be stamped and submitted to NDEP to initiate their review of the project. Task 5A — 90% Design and Permitting (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5. Xxxx 0X — 90% Design and Permitting (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5.Worksheet:Summary Confidential West Lafayette- Neighborhood Trail Fee Factor & Hourly Rates

Geotechnical Investigation. For the current scope of work, we propose a field investigation that will consist of up to four (4) test pits five (5) to ten (10) feet deep, along the length of the roadway proposed for reconstruction (from Alt. 50 to Xxxxxx Xxxx and from Bardot Way to Cook Xxxx Way) and up to three (3) cores for areas not receiving full reconstruction. Locations for pavement coring and drilling will be identified by Xxxxx Lumos and reviewed/approved by the City prior to sampling activities. Lumos will collect samples at regular intervals and note the existing soils conditions at each excavation. Lumos will provide the excavation, backfill and patching services, traffic control, and notify USA Dig. Lumos & Associates, Inc. herein proposes to provide laboratory testing on the samples collected. Additionally, we propose to perform engineering analyses and calculations and develop a report that will discuss the site conditions, field and laboratory test data, and our conclusions and recommendations from a geotechnical perspective. Our Geotechnical Investigation will be supervised by a Registered Professional Engineer in the State of Nevada and will specifically include the following services: Field Investigation will include: • USA Dig Clearance • Identification of All Exploration Locations • Test Pit Excavation • Observation of Test Pits • Soil Sampling Laboratory analysis may include: • R-Value • Atterberg Limits • Grain Size Analysis (including fines content) • Expansion Index Report, Recommendations, and Conclusions: • Table of Contents • Exploration Logs - which will include test results, and depth of test pits • Site Conditions • Field Investigation • Soil Types and Classifications • Laboratory Analysis and Test Results which will include sample locations (P.I, % passing #200, R-Value) • Pavement Recommendations and calculations • Ground Water Depth, if Encountered • Test Pit Location Map Note that the estimated fee for this task does not include any soil and/or groundwater contamination evaluation at the site. The geotechnical report is solely for the determination of road section for the area to be reconstructed, and construction of new utilities in the other areas, utilizing typical road section design for a collector roadway. The pavement recommendation included in Task 4 will be for a typical design section for the reconstruction area only. This report does not contemplate a full analysis of the useful life of the existing pavement, traffic counts, or work related to this as this would require extensive test pits along the entire length of the roadway, traffic analysis, and further evaluation of the roadway itself over and above the geotechnical report scope provided. We have included a separation optional task should the City decide the need to evaluate the road at this higher level. Task 3 — 30% Design (Conceptual) This task will include preparation of conceptual level design layouts for intersections of Cottonwood Lane with Alt. 50/Alt. 95A and SR 000/Xxxx Xxxxxxxx Xxxx. Up to three (3) conceptual layout options will be prepared for each intersection for discussion and review with the City (layout will be submitted in PDF format). After review and comment by the City, preferred layout options for each intersection will be refined. It is anticipated that coordination with Lyon County School District (LCSD) will be initiated with this task to get feedback from LCSD regarding challenges near Cottonwood Elementary, as perceived by LCSD Staff, parents, etc. One (1) coordination meeting with LCSD is assumed under this task. In addition, the conceptual layout options prepared under this task will be presented to NDOT at a pre- permit submittal meeting under a separate task. Also under this task, Xxxxx Lumos will begin exploring preliminary drainage alternatives for discussion with the City prior to proceeding with design and a formal drainage report to ensure the drainage option selected, with input from the City, is acceptable to the City and is feasible. Options will be provided to the City (in PDF format) for eventual discussion at a coordination meeting. Based on field investigations, Lumos will provide the City a list of utilities likely to be in the project area. The City will issue notification to the potentially affected utility companies and Lumos will coordinate with the utilities to obtain mapping of existing and proposed infrastructure (including relocation plans, new installation plans, upcoming work, etc). The 30% deliverables to the City under this task will include electronic copies (PDFs) of the conceptual layouts at each intersection and exhibits of preliminary drainage options. A 30% plan set is not included under this task. Task 4 — 60% Design This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% deliverable to the City will include an electronic copy of the plans (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard- copies of the plans. The 60% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 4B and will be incorporated into the 60% plan set and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be initiated with this task. Lumos will facilitate distribution of the 60% progress plan set to utility companies affected by the proposed improvements. Also under this task, Xxxxx Lumos will begin the draft drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. A draft drainage report will be submitted to the City for review and comment based upon selection of a drainage method after the 30% design. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the 60% plan sheets showing improvements near Cottonwood Elementary School will be sent to the LCSD via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 60% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination with NDOT and USBR, including required deliverables, will be handled under separate tasks. Task 4A — 60% Design (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Xxxx 0X — 60% Design (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Task 5 — 90% Design and Permitting This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. This task will include any City comments received from the City's review of the 60% plans. Draft specifications, contract documents, and an engineer's estimate of probable construction costs will also be prepared under this task. The 90% deliverable to the City will include an electronic copy of the plans, specifications/contract documents, and cost estimate (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard-copies of the plans. Lumos will provide boiler plate technical specifications in Microsoft Word format for the City's use with future projects. The 90% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 5B and will be incorporated into the 90% plan set, specifications/contract documents, and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be continued with this task. Lumos will incorporate comments from utility companies, as applicable, into the design plans and will facilitate distribution of the 90% plan set to the utility companies affected by the proposed improvements. Also under this task, Xxxxx Lumos will prepare a final draft of the drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. Comments received on the draft drainage report prepared at the 60% design level will be incorporated and a final draft of the drainage report will be submitted to the City for review and comment. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the plan sheets showing improvements near Cottonwood Elementary School will be sent to the School District via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 90% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination and permitting with NDOT and USBR, including required deliverables, will be handled under separate tasks. NDOT submittals and a desk audit will be completed after this task is complete; all NDOT work will be done under a separate task. Plans completed under this task will be stamped and submitted to NDEP to initiate their review of the project. Task 5A — 90% Design and Permitting (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5. Xxxx 0X — 90% Design and Permitting (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5.

Geotechnical Investigation. For the current scope of workPerform geotechnical and environmental investigations and prepare reports that comply with City Standards for Geotechnical Reports for Types I and III and IV as appropriate for both North City Conveyance scenarios. Geotechnical services shall include soil borings necessary to observe, we propose a field investigation that will consist of up to four (4) test pits five (5) to ten (10) feet deeptest, along the length of the roadway proposed for reconstruction (from Alt. 50 to Xxxxxx Xxxx and from Bardot Way to Cook Way) and up to three (3) cores for areas not receiving full reconstruction. Locations for pavement coring and drilling will be identified by Xxxxx and reviewed/approved by the City prior to sampling activities. Lumos will collect samples at regular intervals and note the existing soils conditions at each excavation. Lumos will provide the excavation, backfill and patching services, traffic controlclassify soils, and notify USA Digmonitor groundwater. Lumos & AssociatesThe number, Inc. herein proposes to provide laboratory testing on the samples collected. Additionally, we propose to perform engineering analyses and calculations and develop a report that will discuss the site conditions, field and laboratory test data, and our conclusions and recommendations from a geotechnical perspective. Our Geotechnical Investigation will be supervised by a Registered Professional Engineer in the State of Nevada and will specifically include the following services: Field Investigation will include: • USA Dig Clearance • Identification of All Exploration Locations • Test Pit Excavation • Observation of Test Pits • Soil Sampling Laboratory analysis may include: • R-Value • Atterberg Limits • Grain Size Analysis (including fines content) • Expansion Index Report, Recommendations, and Conclusions: • Table of Contents • Exploration Logs - which will include test resultsspacing, and depth of test pits • the soil borings shall be determined by the CONSULTANT’S qualified geotechnical engineer, and shall consider the various construction methods that may be utilized (open cut, horizontal directional drill, micro- tunnel, auger bore, TBM, etc.) . For work within Caltrans ROW, the minimum requirements as stated in Caltrans guidelines shall apply. The CONSULTANT’S proposal shall specify the number of required borings, as well as a unit price per boring for both the North City to San Xxxxxxx Conveyance and the North City to Miramar Conveyance System. Prior to any soil boring or ground disturbance, appropriate environmental clearance shall be required. A Phase I Environmental Site Conditions • Field Investigation • Soil Types Assessment report was conducted as part of the 10% Engineering Design Report for North City to San Xxxxxxx Conveyance System. The Phase I concluded that Phase II environmental site assessment is required. The CONSULTANT shall prepare Phase II environmental site assessment for the San Xxxxxxx Conveyance System. The scope and Classifications • Laboratory Analysis and Test Results which will include sample locations (P.I, % passing #200, R-Value) • Pavement Recommendations and calculations • Ground Water Depth, if Encountered • Test Pit Location Map Note that the estimated fee for such of this effort shall be included in the fee estimate. Since the Phase I ESA is not completed for the Miramar project, no Phase II EAS is included in this task for the Miramar project. CONSULTANT shall also perform an initial evaluation of environmental considerations related to pipeline alignment and construction techniques. The Phase II Environmental Site Assessment report shall present all findings, conclusions and recommendations relevant to design, including a specific discussion of: • Unique or unusual site/coordinator conditions that suggest any special design that may be required, • Groundwater handling during construction, • Contaminated soil or groundwater, • Develop a soil, groundwater and vapor management plan to be implemented during construction, and • Provide a map which shows locations of potential contaminant sources relative to the proposed alignment. For the Phase II Site investigations and reporting, CONSULTANT will: • Review existing documentation including Phase I ESA and files obtained from Regulatory agencies as identified in the Phase I ESA performed by Xxxxx and Xxxxxxxx (B&C). • Perform a site visit to locations identified as REC Sites/Cases with High Potential Impact in the B&C Phase I ESA to identify and map proposed boring locations, identify potential constraints to drilling, and assess any needed changes to assumptions made in scoping. Site visits will not be conducted at USMC Miramar Air Station or the former USMC Camp Elliot due to potential for unexploded ordnance (UXO) associated with these sites. • Develop a sampling and analysis plan (SAP), Quality Assurance Project Plan (QAPP) and health and safety plan (HSP) (draft and final). All sites considered for Phase II Site Investigation by CONSULTANT will be combined into a single SAP, QAPP, and HSP, respectively. • Prepare traffic control plans and seek required permits for drilling, as required, in public right of way. • Respond to one consolidated set of comments on the draft plans (HSP is considered to an internal document and is not anticipated to be reviewed, even though it will be submitted with other plans. • Subcontract with qualified environmental driller and California certified analytical laboratory to perform required investigation, disposal of up to five 55-gallon drums of decontamination water and soil cuttings, and chemical analysis of soil and groundwater. • Ensure utility clearances are done in advance of each site to be drilled, as required by local and state jurisdictions • Upon receipt of analytical data, CONSULTANT will perform a Level II data quality review of the chemical data to determine its suitability for use in design and construction. • Prepare a combined report for all sites associated with the Phase II Site Investigation (draft and final). • Prepare recommendations for use by design teams in developing pipeline design as part of this report. • Respond to one set of consolidated comments on the draft report. To support the design and risk mitigation CONSULTANT will: • Participate in up to 10 meeting with the design team to assess, map and discuss mitigation of contaminated materials during construction. These meetings will be up to 4 hours each, with 4 hours of preparation and 4 hours of the post-meeting activity for two people. • Review specifications for management of contaminated soils and dewatering water. • Develop a contaminated media management plan for the corridor and for up to 10 specific locations evaluated as part of the Phase II Site Investigation. The general assumptions that apply to the Phase II Environmental support includes, but is not limited to the following: • The Phase I ESA prepared by B&C represents the potential sites along that corridor that require Phase II investigation in advance of design and construction. This scope includes 10 of the sites considered by B&C to be the “RECS with High Potential Impact”. Should a review of the report or other documents indicate that additional sites require investigation in order to mitigate potential design or construction risks, CONSULTANT will prepare a supplemental scope and budget for these investigations. • Two of the sites identified by B&C relate to unexploded ordnance (UXO). This Phase II Site investigation does not include any soil and/or groundwater contamination evaluation at the site. The geotechnical report is solely for the determination of road section for the area to be reconstructed, and construction of new utilities in the other areas, utilizing typical road section design for a collector roadway. The pavement recommendation included in Task 4 will be for a typical design section for the reconstruction area only. This report does not contemplate a full analysis of the useful life of the existing pavement, traffic counts, or work related to this as this would require extensive test pits along UXO. This work is being performed by others. Thus, no work will be performed in the entire length vicinity of the roadwayUSMC Miramar Air Station or the former USMC Camp Elliott, traffic analysisas described in the B&C report (2015). • The CITY will seek site access to private property as required. If site access to private property is not allowed, CONSULTANT will perform drilling activities in the public ROW and will provide qualifications and assumption in reporting based on areas able to be accessed. • The CITY will provide storage for up to five 55-gallon drums of decontamination water and soil cuttings for up to 90 days until analytical results are received, waste manifests are completed, and further evaluation waste drums are transported for disposal. • All drilling will be done using geoprobe. Drilling will not extend beyond 30 feet below ground surface; no drilling will be advanced into bedrock at any site. Should it be determined that additional investigation is required, and bedrock drilling is required, CONSULTANT will develop a supplemental scope and budget to perform this work. • Groundwater samples will be collected directly from boreholes using a peristaltic pump and disposable tubing; monitoring xxxxx will not be installed at any site. Should installation of monitoring xxxxx be required, CONSULTANT will develop a supplemental scope and budget to perform this work. After the Phase II Environmental Site Assessment report is approved by the CITY, CONSULTANT shall conduct geotechnical field investigations including adequate borings, to characterize the alignment. Log borings, collect samples, determine water table, and install monitoring xxxxx or piezometer in accordance with applicable regulations if groundwater conditions are encountered. Conduct laboratory analysis of collected samples and perform additional tests as required. Perform seismic studies required to support design as defined in the Clean Water Structural Guidelines Provide scour and liquefaction analyses as needed. The CONSULTANT shall be responsible for obtaining the required boring and well permits, and disposing of non-hazardous soil and water samples in accordance with existing regulations including those of the roadway itself over Regional Water Quality Control Board and above the geotechnical report scope providedCounty Department of Environmental Health Services. We have included a separation optional task should the City decide the need to evaluate the road at this higher level. Task 3 — 30% Design The fees for disposal of contaminated soil and water samples (Conceptual) This task will include preparation of conceptual level design layouts for intersections of Cottonwood Lane with Alt. 50/Alt. 95A and SR 000/Xxxx Xxxxxxxx Xxxx. Up to three (3) conceptual layout options if any), will be prepared for each intersection for discussion and review with the City (layout will be submitted in PDF format). After review and comment by the City, preferred layout options for each intersection will be refined. It is anticipated that coordination with Lyon County School District (LCSD) will be initiated with this task to get feedback from LCSD regarding challenges near Cottonwood Elementary, as perceived by LCSD Staff, parents, etc. One (1) coordination meeting with LCSD is assumed under this task. In addition, the conceptual layout options prepared under this task will be presented to NDOT negotiated at a pre- permit submittal meeting under a separate tasklater date. Also under this taskThe CONSULTANT shall prepare the Geotechnical Design and Data Report which shall include recommended bedding and backfill, Xxxxx will begin exploring preliminary drainage alternatives for discussion with the City prior to proceeding with design and a formal drainage report to ensure the drainage option selectedsoil loading pressures, with input seismic analysis and recommended design criteria, analysis on native soil for backfill, slope stability and shoring requirements, liquefaction mitigation, tunnel design requirements, foundation recommendations and data from the City, is acceptable to the City field investigations and is feasible. Options will be provided to the City (in PDF format) for eventual discussion at a coordination meeting. Based on field investigations, Lumos will provide the City a list of utilities likely to be in the project arealaboratory analysis. The City will issue notification to the potentially affected utility companies report shall include discussion of possible dewatering systems, estimated discharge rates, and Lumos will coordinate with the utilities to obtain mapping of existing and proposed infrastructure volumes (including relocation plans, new installation plans, upcoming work, etcif applicable). The 30% deliverables to CONSULTANT shall provide recommendations for worker’s health and safety during the excavation. A geological/geotechnical map shall be prepared in accordance with Clean Water Program (CWP) Geotechnical Guidelines. It shall include all borings (including those available from the City under this task will include electronic copies (PDFsfrom past investigations) and geologic conditions in accordance with the CWP Guidelines. The CONSULTANT shall provide maps of the conceptual layouts at each intersection and exhibits of preliminary drainage optionsselected alignment, showing current investigation findings as well as information from past investigations. A 30% plan set is not included under this task. Task 4 — 60% Design This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% deliverable to the City will include an electronic copy of the plans (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard- copies of the plans. The 60% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 4B and will be incorporated into the 60% plan set and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be initiated with this task. Lumos will facilitate distribution of the 60% progress plan set to utility companies affected by the proposed improvements. Also under this task, Xxxxx will begin the draft drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. A draft drainage report will be submitted to the City for review and comment based upon selection of a drainage method after the 30% design. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the 60% plan sheets showing improvements near Cottonwood Elementary School will be sent to the LCSD via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 60% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination with NDOT and USBR, including required deliverables, will be handled under separate tasks. Task 4A — 60% Design (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Xxxx 0X — 60% Design (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 60% design will include an engineer's estimate of probable construction costs. The 60% drawings and cost estimate prepared under this task will be incorporated into the deliverables under Task 4. Task 5 — 90% Design and Permitting This task will include preparation of civil construction drawings for review by the City of Fernley. The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. This task will include any City comments received from the City's review of the 60% plans. Draft specifications, contract documents, and an engineer's estimate of probable construction costs will geologic cross section should also be prepared under this task. The 90% deliverable to provided along the City will include an electronic copy of the plans, specifications/contract documents, and cost estimate (PDF), one (1) full size 24”x36” hard-copy of the plans, and two (2) half size 11”x17” hard-copies of the plans. Lumos will provide boiler plate technical specifications in Microsoft Word format for the City's use with future projects. The 90% submittal will include submittal of an engineer's estimate of probable construction costs in electronic format (PDF). Design of water and sewer system improvements will be handled under Xxxxx 0X and 5B and will be incorporated into the 90% plan set, specifications/contract documents, and cost estimate generated under this task. Our drawings for the onsite improvements will include the preliminary roadway improvements, grading, curb, gutter, sidewalks, ADA upgrades, striping, signage, and drainage improvements. The design of “dry” utilities (i.e., gas, electric, power, telephone, cable television) is not anticipated as part of this project; however, coordination with the dry utilities as needed with the City to facilitate the relocation of dry utilities or the installation of new dry utilities by the utility companies will be continued with this task. Lumos will incorporate comments from utility companies, as applicable, into the design plans and will facilitate distribution of the 90% plan set to the utility companies affected by the proposed improvements. Also under this task, Xxxxx will prepare a final draft of the drainage report for the project to determine flows, routing, and the eventual discharge of storm water from the project. Comments received on the draft drainage report prepared at the 60% design level will be incorporated and a final draft of the drainage report will be submitted to the City for review and comment. The deliverable to the City will be an electronic copy of the report in PDF format. It is anticipated that coordination with the LCSD will be continued with this task. An electronic copy of the plan sheets showing improvements near Cottonwood Elementary School will be sent to the School District via email for review and comment. This task will include one (1) conference call with the City, LCSD, and Lumos to discuss the 90% design of improvements near Cottonwood Elementary School (Lumos to distribute relevant meeting materials via email). Coordination and permitting with NDOT and USBR, including required deliverables, will be handled under separate tasks. NDOT submittals and a desk audit will be completed after this task is complete; all NDOT work will be done under a separate task. Plans completed under this task will be stamped and submitted to NDEP to initiate their review of the project. Task 5A — 90% Design and Permitting (Water) This task will include preparation of civil construction drawings related to water system improvements for review by the City of Fernley. The plans will include the design of the new water system components (hydrants, services, valves, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5. Xxxx 0X — 90% Design and Permitting (Sewer) This task will include preparation of civil construction drawings related to sewer system improvements for review by the City of Fernley. The plans will include the design of the new sewer components (manholes, services, laterals, etc). The drawings will be prepared on 24”x36” format sheets and at a standard engineering scale as typically utilized by the City of Fernley. The 90% design will include an engineer's estimate of probable construction costs. The 90% drawings, specifications/contract documents, and cost estimate prepared under this task will be incorporated into the deliverables under Task 5alignment.