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HomeMy WebLinkAboutAECOM Proposal for Parkway Watershed Detention Basin ` ' Aecnm AECOM 558 North Main Street Oshkosh,VVI 54901 aemm.r-om Date | � R�BCE)V I�'D July 13.2O17 - AECO0OProposal No. J U L '13 7O17 DPP-331405 � Mr.John Ferris, PE Civil Engineering Supervisor Q1K0SH` VVlSCO N6)N � City cfOshkosh � 215Church Avenue POBox 1130 Oshkosh,VV| 54QO3 113U � - � Proposal for Design Services of the Parkway Avenue Watershed Detention Basin,Oshkosh,Wisconsin � Dear Mr. Ferris, AECDK4Technical Services, Inc. (AEC0M)is pleased hupresent this proposal for the design ofthe Parkway Avenue Watershed Detention Basin project. We have prepared this proposal based on our understanding of the project and previous involvement. This proposal presents our approach, scope of services, schedule and fee estimate. Flro.ect Uiiiderstanding The City of Oshkosh (City)has improved the storm sewer in East Parkway Avenue from North Main Street to Bowen Street. In conjunction with those improvements,AECOM will provide engineering design services for the Parkway Avenue Watershed Detention Basin. The detention basin was identified aopart ofa2014update kzthe Parkway Avenue Watershed modeling initially conducted in2O1O. |tisapart ofthe City's overall efforts toreduce the frequency and extent ofstorm water flooding inthe City ofOshkosh. The basin ialocated west ofthe railroad tracks that parallel Broad Street between East Irving Avenue and East Parkway Avenue in land that the City is purchasing from the Canadian National (CN) Railroad. The current analysis describes the proposed facility as a dry detention basin of approximately 60 feet wide east to west and approximately b8Ofeet long north husouth. The facility isproposed with a2-footvertical wall below existing . ground surface on the east and west edges of the basin and with 3:1 side slopes below the wall and on the north and south edges of the basin to provide increased storage capacity and maintenance access. A new storm sewer will be designed connecting the basin to an existing storm sewer on Grand Street to the west. The new storm sewer will connect to a new manhole located near the intersection of Oxford Avenue and Grand Street. ! The current alignment of the proposed storm sewer places it along the parcel boundary of two(2)adjacent / � homeowners. Aneasement isnecessary tmaccommodate this new storm sewer. The basin will drain via anew � 24-inch outlet storm sewer from the south end of the basin and connect to the existing storm sewer stubbed out of � East Parkway Avenue. In addition to the land purchased directly from Canadian National(CN), an access easement and storm sewer easement may also berequired from the railroad. � � CN has a strict safety policy for any work on their property and specifically within 25 feetofthe rails. AECOK8has o � long working relationship with CN as they retain AECOM for storm water, environmental and engineering services. � | Andrew Mott, Senior Environmental Geologist isAECOM'slocal Account Manager for CNprojects. Hehas agood working relationship with local and corporate CN staff and understands the specific CN requirements for working near the rails. In addition, a majority of the proposed AECOM team, along with the subsurface drilling contractor, is CN Safety Trained and has worked onseveral CNprojects. � xAPenpooAuouvmouhkoomopp-3a14os_pamwa oampp33/405_Parxwa Avenue n*oaDesign ' AECOM � Scope of Servic(as � PnopeftVACceSs Su�)�30�t F ebted to CN Right Of Eintn/ F'�eqUinenlents (ROE) ! CNRight mfEntry Information: AECOM staff will complete the necessary forms and information required to access the site to complete the site survey,subsurface investigation and Phase I Environmental Site Assessment. The Right of Entry requirements provided by Jackie Macewicz, Manager of Public Works, CN,will be used as the guideline for completing this work. Acopy ioattached hothis proposal. AECOMwill coordinate the cable locates and flagging protection that is required for all site access for the survey and subsurface investigation. The City will pay all fees for this access agreement including cable locates and flagging protection. GeotechDica| Subsurface |wesdgatioO � AECOM will subcontract Subsurface Exploration Services Inc. (SES), who is a CN Safety Trained Drilling Contractor incompliance with CNROE requirements. The SES cost estimate ieattached. Geotechnical and Subsurface Evaluation: AECOMstaff will prepare oGeotechnical and Subsurface Evaluation memorandum to be used during the design of the basin and to provide to bidding contractors. The report will be prepared under the supervision ofaProfessional Engineer. Laboratory Testing:AECOM will either complete the necessary laboratory testing and/or subcontract some of the services toBay Area Testing. Please note we do not anticipate CN will allow soil samples analyzed for subsurface impacts prior to the property transfer. We propose to collect the samples and potentially have them analyzed after property transfer occurs. As an option we can have the samples analyzed, but the results cannot be provided or discussed with CN. We have established a laboratory analytical budget for 3 samples analyzed for PAHs,VOCs, Metals and PCBs. Data Cd\ecMOOand &UrVeV Data Collection and Review In compliance with CN Site ROW Access Requirements: Collect and review existing p|ana, otud|es, property information, and correspondence related tothe project area. All site work will be completed byAECOK4xteffthatumhsmUiorvvithCNRei| GafetyandhevoounentCNRai|SahatyCortificoUon. Field Survey: Conduct a field survey in the project area to locate substantial existing features and ground relief, including buildings, pavements, railroad tracks, poles, signs, underground utilities(as observed and as marked by Diggeru'HoUineand CN). and property monuments. |naddition,AECO[Nwill perform oboundary survey ofthe CN parcel. Lot corners will either belocated orreset. The survey will include preparation ofone easement for construction of the detention basin. inaddition,AECOK4will prepare aneasement onaportion ofLot 18. (per attached map). This easement will be on private property related to access to the detention basin. AECOMwi|| prepare an easement on a portion of the lot at 634 Grand Street for the purpose of construction of the inflow pipe into the detention basin. AECOM will work with the City to obtain permission from private property owners and CN railroad tocomplete the field survey. The limits ofthe field survey are generally esfollows: * From a line 10 feet west of and parallel with the railroad tracks westerly to the east edge of the properties that border the railroad property between East Parkway Avenue and East Irving Avenue; * From a line approximately 130 feet west of/and parallel with the railroad tracks between East Parkway Avenue and East Irving Avenue; and ^ Oxford Avenue and its easterly extension,from its intersection with Grand Street to approximately 200 feet east ofthe intersection(along the alignment ofthe proposed storm newer). The field survey includes inspection and depths of manholes and inlets on sanitary and storm sewers, and depths of operating nut onwater valves. The utility inspection data will be compared to record information provided by the City. The field survey also includes setting two(2)horizontal control stations and three(3)bench marks for construction layout purposes. KVROPOSAMity of 0shkosh\0PP-331405_Parkway DMOPP-331405_Parkway Avenue RR DB Design pmpnoaLno.uvox em ` AECOM Abase map will becreated with the items located above. The base map will boanAutoCAD14file,with obase scale � of1"=2O and a contour interval ofone foot. Deliverables: AECOM will prepare two(2)draft and one(1)final easement descriptions and provide two(2)final and one(1)electronic copies including property boundary,final CSM and topographic map for the proposed detention basin. Drainage [38s|OkAodding and Aridysis A hydrologic-hydraulic(H&H)analysis of the Parkway Avenue Watershed was conducted as part of the 2010 CIP project and re-analyzed |n2O14. These improvements form the foundation for the design of the Parkway Avenue Watershed Detention Basin osdescribed inthis scope ofservices. The model will be used as tool during the design process. This will include storm sewer sizing and detention basin sizing, inaddition hochecks nfthe system performance ofthe final design. Storms analyzed include the 2-' 1U-. 25- und 100-year recurrence interval storms. Pollutant|oading,for the proposed detention baain,will be quantified using the latest version of the VVinGLAW1K4 (Source Loading and Management Mode|). Using the VVin8LAMKAmodel,the drainage areas will borouted through the basin, (modeled as a bio-fi|bar)toquantify pollution loadings and reductions. The results will be recorded and used bythe City iocompare future dry detention basin projects. Phase | Environmental Site Assessment (ES/\) |n2O15AECON1had initiated the Phase |for this project. The ESA was terminated when site access was not granted. This previously obtained information will have Vobe re-verified aothe time period for relying on Phase | data has expired. The scope of services for the ESA was developed in accordance with the practices outlined in the current American Society for Testing and Materials(ASTM)Standard (ASTM) E-1 527-13, "Standard Practice for Environmental Site Assessments: Phase | Environmental Site Assessment Prooess^,which meets the requirements ofthe All Appropriate Inquiry(AAI) Final Rule(40 CFR Part 312). The ESAsare designed to evaluate: (1)whether adocumented release of hazardous substances, petroleum and petroleum pmduoLu, po||ubanbo, contaminants and controlled substances has occurred that could constitute a significant contamination problem, or(2)whether there is reason to believe that a recognized environmental condition (REC)may exist in relation to the subject property. The ESA will include: 0 A site reconnaissance to observe and record visual and physical observations of the accessible portions of the subject property, including buildings and ahuntureo, to assess the presence ofRECsand potential environmental concerns on the subject property and to view adjacent properties from the subject property or public access points. AECOM will record relevant observations during the site visit of the subject property including: — Vegetation for environmental stress and other ecological disturbances, — Surface features that would indicate filling, impoundments, underground storage tonks, pipo|ines,vve||u or other surface penetrations, — Filling or mounding,pite, ponds, or lagoons, — Areas that are identified that use, tmat, obona,dispose of, or generate hazardous substances and petroleum products and review the status ofpast and current waste generation and management practices, — Electrical equipment(a.g.. transformers)and substations hzobserve condition, leakage, and labeling that may indicate the owner and polychlorinated biphenyls(PCBs)status(Note: Fluorescent light ballasts will not be individually inspected for PCB'capooitor ; however, leakage m|obad hutransformers will be noted.), — Potable water supply and/or on-site xmUs(including dry wells, irrigation wmUe, injection weUs, and other wells). — Wastewater treatment source and/or on-site septic systems, mpnopoaAuuuvofoo xoamopp33/405_pnwa oamPpa31405_pa,xwa Avenue nmoaDesign 3/9pnposaLno.uvox , - General storm water discharge routes into a drain,ditch,or receiving body of water on or adjacentto the subject property, | - Preliminary Asbestos Containing Materials(ACM)and lead-based paint survey to identify potential ACM � within the buildings (137South Campbell Road on|y). Any potential ACM orlead based paint will need bo | batested prior todemolition orrenovation under separate contract. � � - Stained soil orpavement, and � � - VVastehand|ingoreauorprmctiues. chemiva0ndustha| pnocessingareaa.undgene[a|houoekeeping � practices. � ° AECOK8will make reasonable attempts tointerview individuals with specific knowledge oforfamiliarity with the subject property, including present and past owners, operators, and/or occupants of the property. Interviews with past owners, operators,and occupants will boconducted hothe extent that they have been identified bythe client and/or the current occupant and that the information likely to be obtained is not duplicative of information obtained during the prior Phase | ESA nrfrom other sources. These individuals may boqueried inperson, by telephone, orinwriting. « Reviews of readily available and reasonably ascertainable environmental record information for the subject property and review ofwhether the subject property or neighboring properties (within a specified radius search distance from the subject property)are included onthe ASTM-specified standard and additional (o.g.. local)environmental record sources(e.g., spills, landfills/dumps, leaking underground storage tanks, etc.). Record information will also be reviewed for Activity and Use Limitations(AULs)at the subject property, also referred to as Institutional Controls(IC)and Engineering Controls(EC), if a published state database is available. This record information will beobtained through athird-party vendor, Environmental Data Resources (ED&) ofMilford, Connecticut. • Reviews of readily available and reasonably ascertainable local government records, such as records maintained by building/planning departments,fire departments, health or environmental health departments per the guidelines ofthe ASTM Standard E1527-O5. w Historical research of the subject property to develop an understanding of past subject property uses or history, including reviews of previously prepared environmental reports,the historical aerial photographs, Sanborn Fire Insurance Maps(if available), city directories,and other historical maps/resources. Current or updated information and maps will be obtained as appropriate and if readily available and reasonably ascertainable. A final report for the subject property will be prepared to include documentation of the subject property's location, description and environmental characterization, subject property history, history and description of surrounding land uses,references used, a summary of findings regarding the potential presence of recognized environmental conditions,the presence of data gaps, and AECOM's opinion of the significance of the data gaps. Deliverables: AECOM will provide 2 hard copies of the final Phase I ESA report and one electronic copy in PDF format. Design Services Civi| Design Prepare construction bidding documents which will include construction drawings and special provisions (i.e.technical specifications not included inCity general apenifioaUono). These will buincorporated into City front-end documents ho create bid documents appropriate for receiving competitive bids including the approximate quantities. Major project components are anticipated hoinclude the following items: * Parkway Avenue Watershed Detention Basin. * Approximately 2OOfeet of43-inohby0O-inchinlet storm sewer. w Approximately 25Ofeet of24-inohoutlet storm sewer. ^ Erosion Control Plan. mpnopoSxuouvofou»m`omopp'oa/4os_pmwa DMOPP-331405-Parkway Avenue nnoeDesign pmpoouLnauoox wv AECOM * Landscape/Restoration Plan. � Stoc�wa| Dem�gn It is assumed that up to two(2)custom cast-in-place concrete structures and retaining walls will require structural | design. They are: � ^ the storm junction atthe intersection ofOxford Avenue and Grand Street, * the detention basin outlet structure, and * 2-foothigh retaining walls along the east and west edges ofthe detention basin. During the design process,AECUMwill: * Prepare preliminary layouts for review with the Client. VVewill submit 75% plans, and 0OY6plans/specifications for review. ° Prepare aNotice ofIntent permit application inaccordance withNR21O. ' Prepare a submittal for Site Plan Review and follow up with any requests for additional information or design clarifications. " Submit plans 0rCNRailroad for plan approval. Uphoeight(0)hours ofprofessional engineer time has been budgeted for this effort. If additional effort is required due to unanticipated complexities of the permitting, a change ofscope would berequired. w Prepare an engineer's estimate of probable construction costs for the proposed work. — Attend two(2)Client meetings to inform Client of the status of the project. Project Managernent aDdMeE?tiMgs This task involves the overall management of the project, including communications with the City, scheduling, delegation, intra-discipline coordination,financial management, and quality control management. |talso includes time associated with the meetings described inthe previous tasks. Assuniptioris This Agreement iasubject hothe following ossum[tiona/condiUono: 1. AECOM will coordinate the CN ROE for Subsurface Investigation, Survey and Phase I ESA. 2. AECOK4will complete aPhase | Environmental Site Investigation. Information from that investigation may guide the design. 3. Client will arrange for accessing the site structures for inspection. 4� The design will be completed in 2017 with anticipated bidding in November and December 2017, and construction starting inearly 2O18. 5. Other assumptions previously listed inspecific tasks. Client's Resporisibifities Client, utits expense,shall provide the following: 1. The Client agrees to meet with AECOM representatives, if required,and make timely decisions regarding design details. 2. Provide all criteria and full information as to Client requirements for the Project,obtain (with AECOM's assistance, if applicable)necessary approvals and permits, attend Project-related meetings, provide interim Kupnoposxucuvmouxxuomopp-oa1*us_p ,xwo omopp'331405_namwa Avenue*nooDesign pmnvnaLxauocx »'x ` AECOM reviews onomagreed-upon schedule, make decisions onProject alternatives,and generally participate inthe Project bothe extent necessary hoallow AECOMtoperform the Services. i 3. The City will pay all permit and review fees including CN ROE, Cable Location and Flagging Services that may � be required. 4. Coordinate acquisition of property for detention basin and construction easements. | 5. Prepare general conditions orfront end bidding documents, review AECOK4special provisions and upload all required documents huQuest Bidding Services. Meetiirigs | � AECDMproposes 0nattend the following meetings: � � 1. Kickoff � 2. Drainage Basin Modeling and Outlet and Inlet Concept Design � 3. Draft Easement Review 4. Outlet and Inlet Final Design 5. 75Y6Draft Plans 6. QOY6Draft Plans 7. Two(2)alternate meetings uonecessary � Sc[iedule AECOM will schedule a kickoff meeting and initiate survey activities upon receipt of a signed authorization from the City. Draft Schedule ia as follows: Project Authorization—July. 2O17 7SY6Draft Plans—September,2O17 City Draft Plan Review—September,2O17 90% Draft Plans—October, 2O17 Final Plans and Bidding Documents—November UuDecember, 2OiY Estiniated Fees The fee for this work isdescribed onthe attached cost table. The work shall bocompleted onatime and material not hoexceed basis. Billing rates are based on the AECOM/City of Oshkosh 2017 Negotiated Fee Schedule and 2009 Terms and Conditions lbrrns and Conditions Services described inthis proposal will beperformed onatime-and-expense/unit-cost basis. The onfile 20i7 Negotiated Fee Schedule and 2009 Negotiated Terms and Conditions of Service indicate the unit prices and terms for various elements of service we expect will be utilized to provide the services outlined in this proposal. OpnopoaAuouvofoo»m`amnpp'uu/4us_p ,xwo oampp'uu1*os_pax*avAvenue nnoaDesign pm»oo"L*auoux wv A=COM Please indicate your acceptance of this proposal by having an authorized individual of your firm execute the attached Authorization Form and return it to our Oshkosh office. If you have any questions regarding the proposed scope of services and corresponding costs, please contact us at your convenience. Of course, if you wish to discuss the terms, conditions,and provisions of our proposal,we would be pleased to do so. Yours sincerely, AECOM Technical Services, Inc. Paul D. Drew, Thomas J. Holtan, P.E. t / Project Manager k"� Senior Project Manager encl: Authorization Detailed Fee Estimate Proposed Easement Map CN ROE Guidelines SES Proposal IOPROPOSAL\City of 0shkosh\0PP-331405_Parkway DB\OPP-331405_Parkway Avenue RR DB Design Proposal_R3.docx 7/9 AECOM Authorization July ti2O17 1 hereby certify that the necessary provisions have been made to pay the liability which will accrue under this contract. I hereby authorize AECOM to proceed with the scope of work for the Design Services of the Parkway Avenue Watershed Detention Basin; Oshkosh,Wisconsin as described in AECOM's proposal number OPP-331405 dated July 6, 2017, with a budget authorization of$78,650 under the general terms and conditions specified in the proposal, Signbture Date Mark ARoh|off Print Name City Manager Signature Date Pamela R. Ubhg Print Name City Clerk 01�L wav �o��xu� u*n, ' � Lynn A. LonanounPrint Name � � � City Attorney � / Signature Date | | TmneLarson | Print Name Director ofFinance | Title/Organization � � x:\pnoposAuoitymoohkosmopp-3o'1 405_parxwa oamppo31405_pamwa Avenue nnooDesign | agree toaccept invoices from AECDM via e-mail and not postal mail: F� Yes | | Signature: E-mail address: Recipient MOW: � � � Return to: � / Name Paul Timm 558North Main Street Address: Oshkosh,Wl 54901 Email Phone: 020.236.8718 � � � � ' | � / xApnoposxumtymouIIk^shxOpp-3onos_Paixwa oaxOpp-331405J'arxwa mwmmnRoaDesign 07I i ©W x 1r r vj tolx AIN 11y, 01 c1 p , � pii, ........,->{...-............»_...r.ti2..-°N_..�.v^.»"r„___.,...,.•- x -:-r„ur�rns u r,axr:aa _.,,.Mr« ,�, ,., _._, _� `n t l �rr r*j _ Proposed sale parcel outlined in orange' Proposed lease area for 15 ft access road marked in light blue I ) Approximate dimensions: Y ' Sale parcel: 650 ft x 85 ft+`25 ft x 175 ft ->60,000 SF+/- Lease area: 950 ft x 15 ft -> 14,250 SF+/- i 14 �Q r r.r i l m r 1 r s 1 9 � `�' ,• �,�G j ` 614` ,.�. r 4 f• � ” OA XO ITS a 46 ze— w l I p _� •� ' y I '1 1 •rw ,r,. '�71 Southern Region-Design&Construction Jackie Macevvicz Manager Public Works(MN&WI) 1625 Depot Street CJNJ Stevens Point,WI 54481 T 715.345.2503 F 715,345.2507 Email: Jackie.Macewicz@cn.ca Right of Entry Information Cost is $1000.00 for application* Railroad Company requires everyone (contractor, consultants, etc.) working on Railroad Company property to have a Right-of-Entry (ROE) License Agreement. ROE license agreement applications are handled by email. Once Railroad Company receives the information requested below, and if application is approved, Railroad Company will draw up a ROE License Agreement, and will forward electronic copy by email for applicant's execution. ROE License Agreement will be delayed if Railroad Company receives the required documents separately, incomplete, or inaccurate. Railroad Company will return a fully executed digital copy of the ROE License Agreement by email for Applicant's files and records. No work may occur on Railroad Company property nor will flagging protection be provided until ROE License Agreement has been fully executed by both parties and returned. Please contact Railroad Company a minimum of three(3)weeks prior to the project start date. * Fee may be increased for special handling. Please use this form and return by email to submit application request for a Right of Entry agreement. Contact name— Name of contractor- Street Address— City, State, Zip— Telephone— Reason for ROE— Duration of ROE (Include start and finish dates)— Location of project(City, State)with nearest railroad milepost or crossing id number— Public Agency's Project No. — Include a map showing the project location Email the completed form to: Jackie.Macewicz@cn.ca Note: Fully executed ROE may take up to 3+ weeks to obtain Safety Traininci Required ALL contractor personal will have bocomply with CNsafety requirements including and before entering upon the property ofthe Railroad for performance ofany work, secure permission � from the Engineering Superintendent of the Railroad Company or his authorized representative for the occupancy and use of the Railroad's property and shall confer with the Railroad relative to requirements for railroad c|earances, operation and general safety regulations. Outside contractors � and subs,who are not employed by CN or doing work for CN, are required to register with � and complete the basic safety and security tests. Contractor � Orientation provides the basic safety, security and PPE requirements for CN. You may find more � information on registering with contractor orientation on the contractor orientation website. Dnoa you � register, follow the CN links and you will be required to take the course labeled CN Contractor Security/Safety Course. EXCEPTION: CN has exempted those it classifies as"Delivery Persons"from this training. This will include contractors such as UPS, FedEx, trucking companies, etc. who merely access the property tnsupply materials orequipment. Insurance Requirements Railroad Company allows outside parties to come onto Railroad Company property to perform vvork, such as survey or inspection vvork, installation of pipelines and wire|ines, and other work for projects necessitating the occupancy ofRailroad Company. Before commencing work, and until the license of allowing such occupancy ends oristerminated, outside parties nho|| provide and maintain the following insurance in form and amount with companies satisfactory to and as approved byRailroad Company. 1. Minimum insurance required ofoutside party: A. Statutory Workers Compensation and Employer's Liability Insurance. � � B. Automobile Liability Insurance in an amount not less than $1.000,000 combined single limit. | C. Commercial General Liability Insurance (Occurrence Form) in an amount not |eao � than $5.000.000 per 000urnanm*, with on aggregate limit of not |eee than � $10.000.000. The policy must name Railroad Company and its parents aaadditional � insureds inthe following form: Wisconsin Central Ltd. and its Parents � Attn: JaokieMaoewioc ' 1G25Depot{t Stevens Point,VV| 54481 715.345.2503 (office) � Jaokie.PWaoevvuz@cn.00 | � The policy must not contain any provisions excluding coverage for injury, loss or damage arising out of or resulting from doing business or undertaking construction or demolition on, noar, oradjacent ho railroad track or facilities, and using endorsement � CO24171OO1orequivalent approved byRailroad Company. D. When outside party is required by Railroad Company or Governing Authority to | purchase Railroad Protective Liability Insurance to cover work on, near or adjacent to � railroad track or facilities, and outside party is not being hired for this project by Railroad Company, outside party must procure Railroad Protective Liability Insurance in the following form; This coverage shall be written on an Occurrence Form with limits of not less than $5,000,000 per occurrence for Bodily Injury, Personal Injury and Physical Damage to Property, with an aggregate limit of not less than $10,000,000. The policy must name: Wisconsin Central Ltd. and its Parents Attn: Jackie Macewicz 1625 Depot St Stevens Point,W 154481 715.345.2503(office) Jackie.Macewicz@cn.ca E. Pollution Insurance—AS REQUIRED AND DETERMINED BY PROJECT. F. All policies described above must include description of operations, Railroad Company milepost, highway or street name, city and state of location, project number, and Railroad Company contact person on the certificate. 2. Before commencing work, outside party shall deliver to Railroad Company a certificate of insurance evidencing the foregoing coverages and, if requested by Railroad Company, true and complete copies of the policies described above. If the policy is being issued in conjunction with, or as a result of, a city, county or state contract, the policy should be initially submitted to the respective city, county or state agency that will review it first and then forward it to Railroad Company. 3. Common Policy Provisions. Each policy described in paragraph 1, parts A through E above, must include the following provisions: CN 24-Hour Emergency Contact Number: 1-800-465-9239 Cable Locates: CN utilities are not part of Digger's Hotline. Please request a cable locate by using the Flagging - Cable Locate Form. $350 Fee. Flagging Protection: Rates: $1300.00 for each basic day(up to 8 hours, includes 2 hours to set up flags) $150.00 for each overtime hour Weekend or Holiday work is $150.00 per hour with an 8 hour minimum or $1500.00 plus any overtime. Flagging must be prepaid based on the estimated number of days needed. Usually only one flagman is required at the work site. Flagman protection is required when there is any work being done within 25 feet of the centerline of the closest rail, but if you will be using cranes with booms larger then 25' but are working away from the ROW, flagman protection will be required,just in case a crane topples over and violates that 25' rule. Mary Ellen Carmody isthe contact for arranging flagman protection onyour upcoming p 'ect. She requires edleast eten business day nobmaphorbothe ata�ofvvonk. eoshe can nnakearrangements ' through our flagging contractor. Please complete the attached form and send toMary Ellen. The sooner the form is sent to Mary Ellen, the more likely you will get a flagger for the days you quesL � Mary Ellen Carmody � CN —Audit Officer | 34OD2Vreeland Road � Flat Rock, M| 48134 Office: (734)783-4633 Email: � � | � ] � � / | � | � � ' � Cost Estimate aa . o 849 E. Frontage Road SES No.: 042417-2 Little Suamico, WI 920.826.6982 www.sesgb.com Date: 4/24/2017 Send To: Project Name: Oshkosh—Detention Basin AECOM Attn: Paul Timm 558 North Main Street Oshkosh, WI 54901 Description Quantity Rate Total Scope of Work: -Complete 2 borings to a depth of 15 feet each with continuous sampling to termination depth. > Final sample will be collected from 13.0'to 15'. -Complete 1 boring to a depth of 20 feet with continuous sampling to termination depth. > Final sample will be collected from 18.0'to 20'. -Convert 1 boring to a temporary observation well. >Well will be constructed with 2" SCH 40 PVC with a 10-foot 0.010"slot screen. -Abandon all borings (not converted to temporary wells)in general accordance with NR 141/812. -Total footage= 50 Feet. -Total well installation = 15 Feet. Project Assumptions: - Based on the information provided, boring locations are truck-mounted rig accessible. - Soil cuttings and/or drilling mud will be disposed off at each boring location. -This project will be conducted on railroad property and requires a CN safety trained crew. -We anticipate this project will take 1 day to complete. AECOM will: - Provide access to the boring locations. - Layout boring locations and establish surface elevations. - Locate private utilities with the property. - Provide all required on track safety. SES will: - Provide a. truck-mounted drill rig to complete borings. -Contact Digger's Hotline to locate public utilities. - Provide CN trained crew. - Provide copies of field boring logs, soil samples, well construction diagrams, and abandonment forms to AECOM. Unless otherwise stated, this cost estimate assumes normal drilling We appreciate the opportunity to provide this Cost Estimate. Please call with any Total questions. Page 1 Cost Estimate 849 E. Frontage Road SES No.: 042417-2 Little Suamico, WI 920.826.6982 www.sesgb.com Date: 4/24/2017 Send To: Project Name: Oshkosh—Detention Basin AECOM Attn: Paul Timm 558 North Main Street Oshkosh, WI 54901 Description Quantity Rate Total conditions through soils having SPT blow counts <50/6-inches. If difficult drilling conditions (e.g. soils having SPT blow counts >50/6-inches, coarse gravel strata, weathered bedrock, fill materials such as rubble, demolition debris with wood, concrete and rebar, etc.) are encountered, or other assumed conditions are different, additional charges may apply. Unless otherwise stated, this estimate is based on a normal work week schedule (e.g. daylight hours, Monday through Friday). If the project work will require weekend hours or non-normal time constraints, additional costs will apply. Mobilization/Demobilization/Drilling/Lump Sum 1 450.00 450.00 Drill & Continuous Sampling 0-20'/Foot 50 18.75 937.50 2-inch, PVC, Schedule 40 Monitoring Well Installed/Foot 15 16.50 247.50 Borehole Abandonment-4-inch hole/Foot 35 5.25 183.75 Standby Rate-2 Person/Hour 0 165.00 0.00 Difficult drilling will be invoiced at 2.5 X Rates shown above. Note: This Cost Estimate is valid for 90 days from the date of this estimate. Thank you. We appreciate the opportunity to provide this Cost Estimate. Please call with any questions. Total $1,818.75 Page 2 1 Local Contact Protect Manager Senbr SAD/Survey CAD IS'rvey E Ilnformaiion Information Admin Paul Timm Paul Drew Jeremy Tiffany Helsel Mike Gonnedng Carolyn SUwz Total Direct Costs Labor Costs Total Costs Hours $190.00 $125.00 $164 $65.00 $105.00 565.00 I PROPERTY ACCESS and CN ROE t 1 22 53,135.00 2 GEOTECHNICAL SUBSURFACE INVESTIGATION 1 2 ! 43 56,660.00 $4,280.00 $10,940.00 3 Easements,BASE,MAP,Property Boundary 2 24 24 131 51,025.00 $11,495.00 $12,520.00 4 BASIN MODELING AND ANALYSIS,WindSlamm 4 46 55.610.00 $5.610.00 5 PHASE/•ENVIRONMENTAL ASSESSMENT 1 34 57,000.00 $3.185.00 $4,185.00 6 DESIGN SERVICES Clvll 50.00 $0.00 $0.00 50.00 Grading Plan 1 6 2 77 $7.260.00 $7,26000 Storm sewer Design 8 2 76 $7.06000 $7,060.00 Emsbn Control 1 2 17 $1.945.00 $1,945.00 Landscape I Restoration 4 2 28 $3.000.00 53.000.00 CW Detaft 8 2 28 52.870.00 $2.870.00 CN Pemvibng 2 8 5760.00 5760.00 WDNR NOI PermdtinglSite Plan ReOew 1 2 43 $4.600.00 $4.600.00 Structural 1 1 f 58 7 PROJECT MANAGEMENT AND MEETINGS 4 32 70 .875.00 $9.875.00 E 42 $250.00 $5.640.00 $5,890.00 PROJECT TOTAL 70 73 24 24 70 665 $8,935.00 $69,715.00 $78,650.00