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Home My WebLink AboutURA RES 2021-23 RESOLUTION NO. RESOLUTION AUTHORIZING THE URBAN RENEWAL AGENCY OF THE CITY OF CALDWELL, IDAHO ("AGENCY") TO AUTHORIZE THE CITY ENGINEER TO SIGN AND EXECUTE A PROPOSED SCOPE OF WORK AND AGREEMENT OF SERVICES WITH TER CON FOR "GEOTECHNICAL ENGINEERING SERVICES — USTICK ROAD, INDIAN CREEK CULVERT." BE IT HEREBY RESOLVED by the Urban Renewal Agency of the City of Caldwell, Idaho, that the City Engineer of said City shall sign the attached"Agreement of Services" and "Proposal for Geotechnical Engineering Services—Ustick Road, Indian Creek Culvert"by and between the City of Caldwell and Teri-aeon, for the purposes of determining soil conditions within the site of the future Ustick Road Widening—Lake to Interstate-84 Project at the Indian Creek Culvert. PASSED BY THE CALDWELL URBAN RENEWAL AGENCY of the City of Caldwell, Idaho this fday of 2021. 0_ APPROVED BY THE CHAIRMAN OF THE, �,CALDWELL URBAN RENEWAL AGENCY of the City of Caldwell, Idaho this� Idayof 2021. Appr By V/ Rob Hopper, Chairman 0,�*y , ATTEST OF 0 **#z ',ORN 00 7.1 % Debbie Geyer, T.JR.A Secretary MEMORANDUM i i$ TO: Caldwell Urban Renewal Agency Meeting bate August 9 , z® 21 AGENDA ITEM INFORMATION SUBJECT' De1whitent Submittals X to Initials Approve City Engineer to Sign and Execute: _ Hoak Bmldin De artment CDBG "Proposal for Geotechnical Engineering Services-Ustick Clerk_ Road,Indian Creels Culvert" between Terracon and the City City Attorney of Caldwell in the amount of$19,608.60. Finance Department — Human Resources _ Planning 8:7onin- _ Fire Department Police Department — -- - Public Works Street Department Water De artment -` s W_WTP En ineerin X-AZN Mapping COST IMPACT. $19,608.60 Parks and Recreation _......-- ...._......__^ _..... FUNDING 05840210-87500 (Street Dept. Prof. Svc.) Airport SOURCF: Information Systems _.._....................__.___........__ TIMFLINE: I'ask Order can begin upon approval: Golf Course August 2021 OTHER: .............. SYUMlllARYSTATE ENT. In order to determine how the site must be prepared at the location of the Indian Creek culvert(s), a geotechnical report is necessary. The geotechnical report provides detailed engineering data about the existing soil type(s)and the foundation that will he necessary to bear the weight of the concrete culvert(s). We request that the Urban Renewal Agency allow the City Engineer to sign and execute the "Proposal for Geotechnical Engineering Services - Ustick Road, hldian Creels Culvert" between Terracon and the City of Caldwell in the amount of$19,608.60. s RECOMMENDED ACTION:--- —.--- --- We request that the Urban Renewal Agency allow the City Engineer to sign and execute the "Proposal for Geotechnical Engineering Services -Ustick Road, Indian Creek Culvert" between Terracon and the City of Caldwell in the amount of$19,608.60. Irc.s..orracon- Reference Number:P62215039 AGREEMENT FOR SERVICES This AGREEMENT is between City of Caldwell("Client") and Terracon Consultants, Inc.("Consultant")for Services to be provided by Consultant for Client on the Ustick Road,Indian Creek Culvert project("Project"),as described in Consultant's Proposal dated 07/14/2021 ("Proposal"),including but not limited to the Project Information section, unless the Project is otherwise described in Exhibit A to this Agreement(which section or Exhibit is incorporated into this Agreement). 1. Scope of Services. The scope of Consultant's services is described in the Proposal, including but not limited to the Scope of Services section ("Services"), unless Services are otherwise described in Exhibit B to this Agreement (which section or exhibit is incorporated into this Agreement). Portions of the Services may be subcontracted, Consultant's Services do not include the investigation or detection of, nor do recommendations in Consultant's reports address the presence or prevention of biological pollutants (e.g., mold, fungi, bacteria, viruses, or their byproducts)or occupant safety issues,such as vulnerability to natural disasters,terrorism, or violence. If Services include purchase of software, Client will execute a separate software license agreement. Consultant's findings, opinions, and recommendations are based solely upon data and information obtained by and furnished to Consultant at the time of the Services. 2. Acceptance/ Termination. Client agrees that execution of this Agreement is a material element of the consideration Consultant requires to execute the Services, and if Services are initiated by Consultant prior to execution of this Agreement as an accommodation for Client at Client's request, both parties shall consider that commencement of Services constitutes formal acceptance of all terms and conditions of this Agreement. Additional terms and conditions may be added or changed only by written amendment to this Agreement signed by both parties. In the event Client uses a purchase order or other form to administer this Agreement, the use of such form shall be for convenience purposes only and any additional or conflicting terms it contains are stricken.This Agreement shall not be assigned by either party without prior written consent of the other party. Either party may terminate this Agreement or the Services upon written notice to the other. In such case, Consultant shall be paid costs incurred and fees earned to the date of termination. 3. Change Orders. Client may request changes to the scope of Services by altering or adding to the Services to be performed. If Client so requests, Consultant will return to Client a statement (or supplemental proposal) of the change setting forth an adjustment to the Services and fees for the requested changes. Following Client's review, Client shall provide written acceptance. If Client does not follow these procedures, but instead directs, authorizes,or permits Consultant to perform changed or additional work,the Services are changed accordingly and Consultant will be paid for this work according to the fees stated or its current fee schedule. If project conditions change materially from those observed at the site or described to Consultant at the time of proposal,Consultant is entitled to a change order equitably adjusting its Services and fee. 4. Compensation and Terms of Payment. Client shall pay compensation for the Services performed at the fees stated in the Proposal, including but not limited to the Compensation section, unless fees are otherwise stated in Exhibit C to this Agreement(which section or Exhibit is incorporated into this Agreement). If not stated in either,fees will be according to Consultant's current fee schedule.Fee schedules are valid for the calendar year in which they are issued. Fees do not include sales tax. Client will pay applicable sales tax as required by law. Consultant may invoice Client at least monthly and payment is due upon receipt of invoice. Client shall notify Consultant in writing, at the address below,within 15 days of the date of the invoice if Client objects to any portion of the charges on the invoice, and shall promptly pay the undisputed portion. Client shall pay a finance fee of 1.5%per month,but not exceeding the maximum rate allowed by law,for all unpaid amounts 30 days or older.Client agrees to pay all collection-related costs that Consultant incurs,including attorney fees.Consultant may suspend Services for lack of timely payment. 5. Third Party Reliance.This Agreement and the Services provided are for Consultant and Client's sole benefit and exclusive use with no third party beneficiaries intended. Reliance upon the Services and any work product is limited to Client,and is not intended for third parties other than those who have executed Consultant's reliance agreement,subject to the prior approval of Consultant and Client. 6. LIMITATION OF LIABILITY. CLIENT AND CONSULTANT HAVE EVALUATED THE RISKS AND REWARDS ASSOCIATED WITH THIS PROJECT, INCLUDING CONSULTANT'S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO ALLOCATE CERTAIN OF THE ASSOCIATED RISKS. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL AGGREGATE LIABILITY OF CONSULTANT (AND ITS RELATED CORPORATIONS AND EMPLOYEES) TO CLIENT AND THIRD PARTIES GRANTED RELIANCE IS LIMITED TO THE GREATER OF $50,000 OR CONSULTANT'S FEE, FOR ANY AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES (INCLUDING ATTORNEY AND EXPERT FEES)ARISING OUT OF CONSULTANT'S SERVICES OR THIS AGREEMENT. PRIOR TO ACCEPTANCE OF THIS AGREEMENT AND UPON WRITTEN REQUEST FROM CLIENT, CONSULTANT MAY NEGOTIATE A HIGHER LIMITATION FOR ADDITIONAL CONSIDERATION IN THE FORM OF A SURCHARGE TO BE ADDED TO THE AMOUNT STATED IN THE COMPENSATION SECTION OF THE PROPOSAL. THIS LIMITATION SHALL APPLY REGARDLESS OF AVAILABLE PROFESSIONAL LIABILITY INSURANCE COVERAGE, CAUSE(S),OR THE THEORY OF LIABILITY,INCLUDING NEGLIGENCE,INDEMNITY,OR OTHER RECOVERY. THIS LIMITATION SHALL NOT APPLY TO THE EXTENT THE DAMAGE IS PAID UNDER CONSULTANT'S COMMERCIAL GENERAL LIABILITY POLICY. 7. Indemnity/Statute of Limitations. To the extent permitted by the laws and Constitution of the State of Idaho, Consultant and Client shall indemnify and hold harmless the other and their respective employees from and against legal liability for claims,losses,damages,and expenses to the extent such claims, losses, damages,or expenses are legally determined to be caused by their negligent acts,errors, or omissions. In the event such claims,losses,damages,or expenses are legally determined'to be caused by the joint or concurrent negligence of Consultant and Client,they shall be borne by each party in proportion to its own negligence under comparative fault principles. Neither party shall have a duty to defend the other party, and no duty to defend is hereby created by this indemnity provision and such duty is explicitly waived under this Agreement. Causes of action arising out of Consultant's Services or this Agreement regardless of cause(s)or the theory of liability,including negligence,indemnity or other recovery shall be deemed to have accrued and the applicable statute of limitations shall commence to run not later than the date of Consultant's substantial completion of Services on the project. 8. Warranty. Consultant will perform the Services in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. EXCEPT FOR THE STANDARD OF CARE PREVIOUSLY STATED, CONSULTANT MAKES NO WARRANTIES OR GUARANTEES, EXPRESS OR IMPLIED, RELATING TO CONSULTANT'S SERVICES AND CONSULTANT DISCLAIMS ANY IMPLIED WARRANTIES OR WARRANTIES IMPOSED BY LAW, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. 9. Insurance. Consultant represents that it now carries, and will continue to carry: (I)workers'compensation insurance in accordance with the laws of the states having jurisdiction over Consultant's employees who are engaged in the Services, and employer's liability insurance ($1,000,000); (ii) commercial general liability insurance($2,000,000 occ/$4,000,000 agg); (iii) automobile liability insurance ($2,000,000 B.I.and P.D. combined single limit); and (iv)professional liability insurance($1,000,000 claim/agg). Certificates of insurance will be provided upon request. Client and Consultant shall waive subrogation against the other party on all general liability and property coverage. 10. CONSEQUENTIAL DAMAGES. NEITHER PARTY SHALL BE LIABLE TO THE OTHER FOR LOSS OF PROFITS OR REVENUE; LOSS OF USE OR OPPORTUNITY; LOSS OF GOOD WILL; COST OF SUBSTITUTE FACILITIES, GOODS, OR SERVICES; COST OF CAPITAL; OR FOR ANY SPECIAL,CONSEQUENTIAL,INDIRECT,PUNITIVE,OR EXEMPLARY DAMAGES. 11. Dispute Resolution.This Agreement shall be governed by and construed according to Idaho law. Page 1 of 2 Rev.3-20 —Irerracon- Reference Number:P62215039 12. Subsurface Explorations. Subsurface conditions throughout the site may vary from those depicted on logs of discrete borings,test pits, or other exploratory services. Client understands Consultant's layout of boring and test locations is approximate and that Consultant may deviate a reasonable distance from those locations. Consultant will take reasonable precautions to reduce damage to the site when performing Services; however, Client accepts that invasive services such as drilling or sampling may damage or alter the site.Site restoration is not provided unless specifically included in the Services. 13. Testing and Observations.Client understands that testing and observation are discrete sampling procedures, and that such procedures indicate conditions only at the depths,locations,and times the procedures were performed.Consultant will provide test results and opinions based on tests and field observations only for the work tested. Client understands that testing and observation are not continuous or exhaustive, and are conducted to reduce-not eliminate-project risk.Client shall cause all tests and inspections of the site,materials,and Services performed by Consultant to be timely and properly scheduled in order for the Services to be performed in accordance with the plans, specifications, contract documents, and Consultant's recommendations. No claims for loss or damage or injury shall be brought against Consultant by Client or any third party unless all tests and inspections have been so performed and Consultant's recommendations have been followed. Unless otherwise stated in the Proposal,Client assumes sole responsibility for determining whether the quantity and the nature of Services ordered by Client is adequate and sufficient for Client's intended purpose. Client is responsible (even if delegated to contractor) for requesting services, and notifying and scheduling Consultant so Consultant can perform these Services. Consultant is not responsible for damages caused by Services not performed due to a failure to request or schedule Consultant's Services. Consultant shall not be responsible for the quality and completeness of Client's contractor's work or their adherence to the project documents, and Consultant's performance of testing and observation services shall not relieve Client's contractor in any way from its responsibility for defects discovered in its work,or create a warranty or guarantee.Consultant will not supervise or direct the work performed by Client's contractor or its subcontractors and is not responsible for their means and methods. The extension of unit prices with quantities to establish a total estimated cost does not guarantee a maximum cost to complete the Services.The quantities,when given, are estimates based on contract documents and schedules made available at the time of the Proposal. Since schedule, performance, production, and charges are directed and/or controlled by others,any quantity extensions must be considered as estimated and not a guarantee of maximum cost. 14. Sample Disposition, Affected Materials, and Indemnity. Samples are consumed in testing or disposed of upon completion of the testing procedures(unless stated otherwise in the Services).Client shall furnish or cause to be furnished to Consultant all documents and information known or available to Client that relate to the identity, location, quantity, nature, or characteristic of any hazardous waste, toxic, radioactive, or contaminated materials("Affected Materials") at or near the site, and shall immediately transmit new, updated,or revised information as it becomes available.Client agrees that Consultant is not responsible for the disposition of Affected Materials unless specifically provided in the Services, and that Client is responsible for directing such disposition. In no event shall Consultant be required to sign a hazardous waste manifest or take title to any Affected Materials. Client shall have the obligation to make all spill or release notifications to appropriate governmental agencies. The Client agrees that Consultant neither created nor contributed to the creation or existence of any Affected Materials conditions at the site and Consultant shall not be responsible for any claims, losses, or damages allegedly arising out of Consultant's performance of Services hereunder, or for any claims against Consultant as a generator,disposer,or arranger of Affected Materials under federal,state,or local law or ordinance. 15. Ownership of Documents. Work product, such as reports, logs, data, notes, or calculations, prepared by Consultant shall remain Consultant's property. Proprietary concepts,systems, and ideas developed during performance of the Services shall remain the sole property of Consultant. Files shall be maintained in general accordance with Consultant's document retention policies and practices. 16. Utilities.Unless otherwise stated in the Proposal,Client shall provide the location and/or arrange for the marking of private utilities and subterranean structures. Consultant shall take reasonable precautions to avoid damage or injury to subterranean structures or utilities. Consultant shall not be responsible for damage to subterranean structures or utilities that are not called to Consultant's attention,are not correctly marked,including by a utility locate service,or are incorrectly shown on the plans furnished to Consultant. 17. Site Access and Safety. Client shall secure all necessary site related approvals, permits, licenses, and consents necessary to commence and complete the Services and will execute any necessary site access agreement.Consultant will be responsible for supervision and site safety measures for its own employees, but shall not be responsible for the supervision or health and safety precautions for any other parties, including Client, Client's contractors,subcontractors,or other parties present at the site. Client agrees it will respond quickly to all requests for information made by Consultant related to Consultant's pre-task planning and risk assessment processes. Client acknowledges its responsibility for notifying Consultant of any circumstances that present a risk of exposure to the coronavirus or individuals who have tested positive for COVID-19 or are self-quarantining due to exhibiting symptoms associated with the coronavirus. Consultant: Terracon Consultants, Inc. Client: City of C00well By: A":J� U41. Date: 7/29/2021 By: Date: Name/Title: Ryan J Olsen/Department Manager 11 Name/Title: JAssista"City Engineer' Address: 11849 W Executive Dr Ste G Address: 621 Cleveland Blvd Boise, ID 83713-1944 Caldwell, ID 83605 Phone: (208)323-9520 Fax: (208)323-9592 Phone: (208)455-3006 Fax: Email: Ryan.Olsen@terracon.com Email: an&wbsy@cityofcaIdweII.org (10AAILW-PWA) Page 2 of 2 Rev.3-20 July 14, 2021 " The City of Caldwell Irerracori, 621 Cleveland Boulevard Caldwell, Idaho 83605 Attn: Ms. Ashley Newbry, PE, CFM—Assistant City Engineer P: (208)455-3006 X 4672 E: anewbry@cityofcaldwell.org Re: Proposal for Geotechnical Engineering Services Ustick Road, Indian Creek Culvert Ustick Road between Friar Drive and Crow Drive Caldwell, Canyon County, Idaho Terracon Proposal No. P62215039 Dear Ms. Newbry: We appreciate the opportunity to submit this proposal to The City of Caldwell to provide Geotechnical Engineering services for the above referenced project. The following are attached exhibits. Exhibit A Project Understanding Exhibit B Scope of Services Exhibit C Compensation and Project Schedule Exhibit D Cost Estimate Exhibit E Anticipated Exploration Plan Our estimated fee to perform the Scope of Services described in this proposal is$19,608.60. See Exhibit C and D for more details of our fees and consideration of additional services. Your authorization for Terracon to proceed in accordance with this proposal can be issued by providing appropriate contract documents referencing this proposal. Sincerely, Terracon Consultants, Inc. Lucas J. Marsh, P.E. Ryan J. Olsen, P.E. Geotechnical Engineer Geotechnical Department Manager Terracon Consultants, Inc. 11849 West Executive Drive, Suite G Boise, Idaho 837,13 P(208) 323 9520 F(208) 323 9592 terracon.com Proposal for Geotechnical Engineering Services Ustick Road, Indian Creek Culvert m Caldwell, Canyon County, Idaho July 14, 2021 um Terracon Proposal No. P62215039 EXHIBIT A ® PROJECT UNDERSTANDING Our Scope of Services is based on our understanding of the project as described by The City of Caldwell and the expected subsurface conditions as described below. We have not visited the project site to confirm the information provided. We request the design team verify all information prior to our initiation of field exploration activities. Site Location and Anticipated Conditions The project is located where Ustick Road crosses Indian Creek between Friar Location Information Drive and Crow Drive in Caldwell, Canyon County, Idaho. Approximate Latitude/Longitude: 43.6339', -116.6375' We understand the project site has an existing culvert that carries Ustick Road Existing (asphalt surfacing) over Indian Creek. The area south of the existing culvert is Improvements and undeveloped and is moderately vegetated around Indian Creek. The area Current Ground Cover north of the existing culvert and west of Indian Creek is undeveloped with light vegetation. The area north of the existing culvert and east of Indian Creek is developed with asphalt surfaced multimodal path and landscaping. Existing Topography (from site specific The site generally slopes down toward Indian Creek. Relatively steep slopes topography data adjoin portions of Indian Creek and Ustick Road. provided by The City of Caldwell) We understand the proposed culvert will be located within the City of Caldwelll's Right-of-way and recently acquired easements on the parcels north and south of Ustick Road. We understand the City will obtain the necessary permissions (including keys for locked gates) for us to access the Site Access proposed boring locations(see Exhibit E).We understand the boring locations will be outside of the existing Ustick Road roadway (including shoulders)and permits and traffic control will not be required. We expect the site, and all exploration locations, are accessible with our truck-mounted drilling equipment. If, due to snow or wet or soft soil conditions, an all-terrain or track mounted drill rig is required to access the site, additional fees will be required. Based on our previous experience and provided subsurface information in the Expected Subsurface area, we anticipate the native soil conditions will consist of silt, clay and sand Conditions overlaying sand and gravel deposits. We anticipate portions of the silt, clay and sand to be very soft to soft or loose. It is anticipated that groundwater will be encountered within the depths explored. IZ'ZespoinsW vm Resourceful m, ReHab� e [EMEM1 A-PROD l UNDERSTANINING I of 2 Proposal for Geotechnical Engineering Services 011I0" rracon Ustick Road, Indian Creek Culvert �ru Caldwell, Canyon County, Idaho �� July 14, 2021 m Terracon Proposal No. P62215039 Planned Construction . . ., It Project information is based on the details provided via email from The City of Caldwell between March 23 and June 24,2021. Information provided includes Information Provided the Culvert Realignment sheet dated February 8, 2021 and diagrams showing the City of Caldwell easements for this project. Geotechnical and material Reports and plans for the Ustick Road bridges over the nearby Notus Canal and 1-84 were also provided. The proposed project includes replacement of the structure that carries Ustick Road over Indian Creek in Caldwell, Canyon County, Idaho. Our understanding of the project is summarized below: 6 The new culvert will be realigned in a general northwest/southeast horizontal alignment. The culvert will generally follow the same vertical alignment as the existing structure. The new culvert will be constructed in conjuncture with the reconstruction of Ustick Road between the new roundabout at Lake Project Description Avenue and the touchdown point of the proposed reconstruction of the Notus Canal bridge (Ustick and Cleveland Intersection Project). All pavements will be constructed under the Ustick and Cleveland Intersection Project. e The proposed structure will be a box culvert or stiff-leg structure about 220 feet in length with a span of about 20 feet. The structure is anticipated to be supported on pipe piles. The structure will have a headwall, tailwall and associated wingwalls. Wall heights of up to 13 feet are anticipated. Maximum Loads We assume loading information will be provided by The City of Caldwell We assume the elevation of the proposed bridge deck will be within about 2 Grading/dopes feet of the existing deck and final slope angles of as steep as 2H:1V (Horizontal: Vertical) will be required to develop final grade for the proposed structure. We understand all pavements will be constructed under the Ustick and Pavements Cleveland Intersection Project. Pavements are not included in this scope of services. We understand stormwater management facilities will be constructed under Stormwater Disposal the Ustick and Cleveland Intersection Project. Stormwater management facilities are not included in this scope of services. l"�t spons�ve vJd ReS0Ur°(,* ul is Rehable E°4XFI 3fl1I V A-IIIROJV°CT tfl%GL)EIIIJ""'U"' II`IMIINGJ 2 of 2 � � Proposal for Geotechnica| Engineering Services IN ��UmtiokRVad, /ndian CnaekCu|ve� m (|a/dweU. CanyonCounb/. )daho HIM! m�� July 14. 2021 vTernacon Proposal No. P62215030 EXHIBIT B ~ SCOPE OF SERVICES � Our proposed Scope of Services consists Of field exploration, laboratory testing, and engineering/project delivery. These services are described iD the following sections. Field Exploration The field exploration program will consist 0f the following: 2 `1 boring to 80 or auger refusal Proposed structure I boring to 60 or auger refusal 1 Below ground surface. Boring Layout and Elevations: VV8 will use handheld GPS equipment t0 locate borings with 8D estimated horizontal accuracy of+/-20 feet. Field measurements from existing site features may be utilized. The borings will be surveyed by project surveyors, and the G|8V@Umn and location information of the borings will be provided tuTerr8cVn. Subsurface Exploration Procedures: VVe will advance soil borings with a truck-mounted drill rig using continuous-flight hollow-stem augers. Four samples will be obtained iO the upper 10 feet Vf each boring and at inb3n/a|S of feet thereafter. Soil sampling will be typically performed using thin-wall tube and/or split-barrel sampling procedures. The split-barrel samplers are driven in accordance with the standard penetration test (SPT). The samples will be placed in appropriate conbainene, taken to our G0i| laboratory for testing, and classified by a GBOteChnioe| Engineer. In addition, we will observe and r8CO[d groundwater /eu8|S during drilling and sampling, if encountered. Our exploration team will prepare field boring logs 8S part of standard drilling operations including sampling depths,penetration distances, and other relevant sampling information. Field logs include visual classifications of materials encountered during drilling, and our interpretation of subsurface conditions between samples. Final boring logs, prepared from field logs, represent the Geot8Chnice| Engineer's interpretation, and include modifications based on observations and laboratory tests. Property Disturbance: We will baCkh|| borings in accordance with Idaho Department of Water Resources requirements upon completion. Our services do not include repair of the site beyond bmokO||iOg Our boreho|eS. Excess auger cuttings will be dispersed in the general vicinity of the borehole. Ftespcnshve irm, FZesommmefm| rs ReYUabIe G*|B|TB-SCOPE DFSG1:MCES IofO Proposal for Geotechnica| Engineering Services Us�ck Road, Indian Creek Culvert a Caldwell, Canyon County, Idaho 11;�rracon � July 14. 2021 isTernaoon Proposal No. P82215039 � Safety Te[GaCOD is not aware of environmental CODDe[DS at this project site that VvoW|d create health Or safety hazards associated with our exploration program; thUS. our Scope considers S1aDd@[d OSHA Level [) PeraUD8| Protection Equipment (PPE) appropriate. Our Scope of Services does not include 8nViFOnrDent@| site assessment services, but identification of unusual or unnatural materials encountered while drilling will be noted on our logs and discussed in our report. Exploration efforts require borings into the subsurface. Therefore, Ternacon will contact the local "C}no-C8||" utility location service, DigLiDe.VVe will consult with the owner/client regarding potential utilities, or other unmarked underground hazards. Private utilities should be marked by the owner/client prior to commencement of field exploration. Te[[@coM will not be responsible for damage to private utilities not disclosed to Us. If the owner/client is unable to accurately |OCBte private utilities, TH[n3COn can assist the owner/client by coordinating or subcontracting with a private utility locating services. Fees associated with the additional services are not included in our current Scope OfServices and will bB forwarded tmour client for approval prior to initiating. The detection of underground utilities is dependent upon the ouOOp0sitiVO and CODst[VctinO of the utility line; some utilities are comprised of non-electrically conductive materials and may not be readily detected. The use of a private utility locate service would not relieve the owner of their responsibilities in identifying private underground utilities. Site Access:TaOr8con must be granted access tOthe site by the property owners. Byacceptance of this proposal, without information to the contrary, we consider this as authorization to 8CCgSS the property for conducting field exploration in accordance with the Scope VfServices. Laboratory Testing The projectengineg[vvi|i [8viewDe|ddataandaesigO |8bDratorytestetDeV8|Uabethe engineering properties of various 5Di| strata. Based on the material's texture and plasticity, we will describe and classify soil samples in accordance with the Unified Soil Classification System (USCS). Exact types and number of tests oanOO1 be defined until completion of field work. The anticipated laboratory testing may include the following: ro Water content RA Unit dry weight Mh Atte[b9[g limits | MA One dimensional consolidation � Grain size analysis � Percent passing No. 200sieve � Chemical Analyses— pH, Sulfates, Chloride Ion, Electrical Resistivity � I`�,espomskve w, Fesowrcehmfl Y, RMkabie E&H|MT113-8C0PE0FSEgV|CE82of3 | | Proposal for Geotechnical Engineering Services 11111111111 110101 Ustick Road, Indian Creek Culvert urn Caldwell, Canyon County, Idaho Herracon July 14, 2021 ma Terracon Proposal No. P62215039 Engineering and Project Delivery Results of our field and laboratory programs will be evaluated by a professional engineer. The engineer will develop a geotechnical site characterization, perform the engineering calculations, and develop appropriate geotechnical engineering design criteria for earth-related phases of the project. Your project will be delivered using our GeoReportll system. Upon initiation, we provide you and your design team the necessary link and password to access the website (if not previously registered). Each project includes a calendar to track the schedule, an interactive site map, access to the project documents as they are uploaded to the site, and a collaboration portal. The typical delivery process includes the following: IM Project Planning— Proposal information, schedule and anticipated exploration plan will be posted for review and verification Site Characterization — Findings of the site exploration Geotechnical Engineering—Recommendations and geotechnical engineering report When services are complete, we upload a printable version of our completed geotechnical engineering report, including the professional engineer's seal and signature. Submittals, collaboration and the report are maintained in our system. The geotechnical engineering report will provide the following: 19 Boring logs with field and laboratory data I Stratification based on visual soil classification MA Groundwater levels observed during drilling, if encountered US Site Location and Exploration Plans Subsurface exploration procedures Description of subsurface conditions Recommended foundation options and engineering design parameters 01 Estimated settlement of foundations IN Seismic site classification (m Subgrade preparation/earthwork recommendations OR Lateral earth pressure recommendations Re�,Bponsive ra Resourceful ito, lkeiiaiAe EM IM i3...SCOI!�'E OF Sl:'.lRWCI:E°S 3 of 3 � Proposal for Geotechnica| Engineering Services Terracoi �111111111111 � Uet�kRoad. Indian Creek Cu|ve� � Ca�weU. Canyon County, Idaho � July 14, 2021 Pe,Ternaoon Proposal No. P62215039 � EXHIBIT C - COMPENSATION AND PROJECT SCHEDULE Compensation Based upon our understanding Of the site,the project 8S8Unnnnariz8diDExhibitA.oDdOU[p)3nD8d � Scope of Services outlined in Exhibit B. our estimated fee (}D a time and nO8teho|a basis in � accordance with our current fee schedule) is shown in the following table: Subsurface Exploration, Laboratory Testing, Geotechnical Consulting&Reporting $19,608.60 Our Scope of Services does not include services 8sSOCi@tHd with site clearing, vve[ 0nOUDd conditions, tree 0r shrub clearing, O[ repair of/damage to existing landscape, |f such services are desired by the 0vvnent|ient. vVe should be notified sovve can adjust our Scope 0fServices. � Unless instructed othenmiSe, we will submit our invoice(s) to the address shown at the beginning of this pnDp0GG|. If conditions are encountered that require Scope Of Services revisions 8Dd/D[ nasU|i in higher fees, we will CDnLeCt you for approval, prior to initiating services. A supplemental proposal stating the modified Scope of Services as well as its effect on our fee will be prepared. VVe will not proceed without your authorization. Project Schedule \Ne developed @ schedule tO complete the Scope of Services based upon our existing availability and understanding of your project schedule. However, this does not account for delays in field exploration beyond our control, such as weather conditions, drill rig availability, permit delays, or |8Ck of permission to access the boring |onatiODS. In the event the enhOdU|8 provided is inconsistent with your needs, please contact us so we may consider alternatives. of Project Planning 5 business days Site Characterization 30 business days Geotechnical Engineering 40 business days 1 UponnsueiptofyournnLiuetopmcemdwewiUoctivatetheoohedu|eoumponen\ofourGeoReportwwebeite with specific, anticipated calendar dates for the three delivery points noted above. 2 We will maintain a current calendar of activities within our GeoftportO website. In the event of a need to modifythe schedule willb updated to maintain a current awareness of our plansfor delivery. / Ustick Road,Indiana Creek Culvert-Geotechnical Engineering Services Terracon Proposal Number P62205039-July 14,2021 Senior Project Staff Field Engineer Engineer Engineer Engineer Admin Cost Subtotal $180.00 $115.00 $100.00 $80.00 $70.00 Administration,Subcontractor Coordination,etc. 1 5 4 1 4 $1,515.00 Mark Borings,Contact Digline,Adjust Boring Locations if Necessary 1 1 6 $695.00 Drill Borings 2 1 22 $2,090.00 Draft Geotechnical Report Preparation 10 22 8 2 $5,270.00 Final Geotechnical Report Preparation 2 6 1 $1,120.00 $10,690.00 Quantity Rate Cost Su 89. btotal Miles 160 $0.560 $ 60 Laboratory Testing $ 2,205.00 Drilling Subcontractor(includes borings) $ 6,624.00 $8,918.60 Total Cost $19,608.60 EM-HMT E—AN'nciPA rED EXPLORATHM PLAN "Irerracon Ustick Road,Indian Creek Culvert m Caldwell,Canyon County,Idaho July 14,2021 m Terracon Proposal No.P62215039 Proposed Boring Location Arm 4�'%�, � fJfr,jyl�uNr'frr r/ r r9 '�ri r ,r llJr�a, j u/ �/ 'lW,��/l��'^�J�,� g"m mm 9")