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6.7 Motion to accept the proposal for the Central Road Resurfacing Project Phase III Construction Engineering Services for an amount not to exceed $99,407.
M+awn �'xytlts�=e Item Cover Page Subject Motion to accept the proposal for the Central Road Resurfacing Project Phase III Construction Engineering Services for an amount not to exceed $99,407. Meeting November 7, 2023 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD Fiscal Impact (Y/N) Y Dollar Amount $99,407.00 Budget Source Surface Transportation Program (STP) & Street Improvement Construction Fund Category CONSENT AGENDA Type Action Item Information Central Road from Westgate Road to Wolf Road is an arterial road that has deteriorated to the point where resurfacing is necessary to prevent increased maintenance costs in the future that would require reconstructing the roadway. Staff plans to resurface the road in 2024. The project limits are Westgate Road to the west and Wolf Road to the east. This section of Central Road is under the jurisdiction of the Village. Central Road is under the jurisdiction of the Illinois Department of Transportation (IDOT) west of Rand Road and east of Wolf Road. Local streets that intersect Central Road on the north side are under the jurisdiction of the Village. The City of Des Plaines owns and maintains the local streets that intersect Central Road on the south side. The scope of work includes resurfacing Central Road (and associated work) from curb to curb, including the local streets, to the right-of-way line. There are no planned widening or geometric changes. Defective public sidewalks will be replaced as necessary to be compliant with American with Disabilities Act requirements. Staff completed a Phase I preliminary engineering study in-house in June 2023. In addition, staff has also completed Phase II design engineering pre -final plans and specifications in-house. The project is currently scheduled to be bid in January 2024 with construction starting in the spring. It is anticipated to be completed by late summer 2024. The Village has received a Surface Transportation Program (STP) grant in the amount of $564,465.00 that can be used to pay up to 75% of the construction and construction engineering costs. The remaining costs will be covered by local funds. Local funding contributions will be shared by the Village of Mount Prospect and the City of Des Plaines. An intergovernmental agreement with the City of Des Plaines to authorize these contributions is presented as a separate item. As federal funds (STP funds) are being used for this project, the Village must follow the federally mandated Qualification Based Selection (QBS) process for this project. Staff is seeking to enter into a contract with an engineering consulting firm to provide Phase III construction engineering services. The Village lacks sufficient resources to do this work utilizing in- house staff. It is a requirement of the STP and IDOT (IDOT administers STP funds) that the Village enter into a contract with a consultant prior to letting the construction contract. The consultant selected by the Village will provide full-time inspection during construction. The Village will be responsible for paying the consultant using local funds and seeking reimbursement from IDOT for the federal share and Des Plaines for a portion of the local share. Request for Statement of Qualifications As required by the QBS process, the Village solicited Statement of Qualifications from engineering consulting firms to provide services for Central Road Resurfacing - Phase III Construction Engineering. A notice was posted on the DemandStar bidding website. Firms were asked to submit as part of their proposal the following information: 1. Resumes of key personal 2. Related experience on similar types of projects 3. Summary of the firm's approach to the project 4. Prequalification status with IDOT 5. Project schedule Tasks identified in the Request for Statement of Qualifications (RSQ) include: • Fully understand the Project Development Report and pre -final plans and specifications. • Complete all tasks related to providing Construction Engineering meeting Federal/State/County/Village/City requirements. • Prepare and submit IDOT Agreements for construction and construction engineering. • Attend a Preconstruction Meeting with IDOT, Village staff, Des Plaines Staff and the Contractor. • Review shop drawings and other equipment/material submittals as may be required. • Coordinate with private utility companies to relocate facilities as necessary prior to construction. • Provide horizontal and vertical construction layout of the proposed improvements as necessary. • Coordinate material testing and QA/QC with the contractor during construction. • Coordinate removal of materials off-site to appropriate disposal sites. • Keep the City of Des Plaines apprised of construction activities and record quantities and costs for their share of the project. • Respond to inquiries from various stakeholders and address issues in a timely manner. • Attend and conduct construction coordination/status meetings. • Prepare pay estimates for contractor work performed. • Complete all necessary paperwork during construction. • Create a construction punch list and ensure all outstanding items are completed to the satisfaction of IDOT, Village, and City. • Coordinate final inspection and paperwork with IDOT and the Village. • Complete all necessary documentation including grant reimbursement forms for the STP Program. • Prepare as -built drawings RSQ Results The consulting firms' Statement of Qualifications were reviewed on the basis of their understanding of our goals and their methodology to complete the study. They were rated (with a maximum score of 100 points) according to these specific categories: project understanding and technical approach, similar project experience, project team capabilities, IDOT prequalification status, and overall completeness of submittal. The rankings are: Technical Proposals Firm Project Similar Project IDOT Overall Total Understanding Project Team Prequalification Completeness & Technical Experience Capabilities Status of Submittal Approach Maximum 30 25 25 10 10 100 Points Bowman 29 23 24 10 10 96 Clark Dietz 29 22 23 10 10 94 Chastain 28 24 22 10 9 93 Gewalt - 27 23 23 10 9 92 Hamilton Terra 26 20 20 10 8 84 Engineering GSG 25 20 20 10 8 83 Consultants Graef 21 18 18 10 8 75 Discussion Staff conducted interviews with the top three consultants and determined Bowman Consulting Group Ltd. of Lisle, Illinois is the preferred consultant for the project. They have put together a very strong project team with extensive construction engineering experience on various public infrastructure projects including street resurfacing. They also have a working relationship with IDOT and understand the process to meet all state and federal requirements. We believe that Bowman has the project coordination, communication and documentation skills needed to successfully accomplish the project within the proposed schedule. Bowman meets the IDOT prequalification requirements to perform this work and has recently completed construction engineering services for similar projects for IDOT, Cook County, Kane County, Village of Northbrook, and Village of Wilmette. The QBS process is required for this contract as it uses federal funds. Like other Village projects using federal funds, it does not permit cost proposals to be submitted with the Statement of Qualifications. Upon selection of Bowman as Village staff's highest ranked firm, they provided a detailed cost proposal including a breakdown of hours by task. Village staff negotiated with Bowman to assure the cost proposal has sufficient hours for each task, is reasonable in price, meets the goals and schedule of the project, and is in the best interest of the Village. Staff supports the cost proposal submitted by Bowman in the amount of $99,407 to provide construction engineering services for Central Road Resurfacing - Phase III Construction Engineering. It is staff's opinion that Bowman is best qualified to perform the requisite work, has allotted appropriate work effort, and requested a reasonable, competitive fee ($99,407 / $138/hour). In addition, the City of Des Plaines has reviewed and supports the cost proposal from Bowman. The Village has been awarded up to $564,465 in federal funds for construction and construction engineering. This represents 75% of the original cost estimate of $752,620 developed in 2021. Increases in asphalt and concrete prices as well as labor costs over the past two years, and the unforeseen addition of miscellaneous items during final design has led to a current construction estimate of $968,642. The cost proposal for construction engineering services submitted by Bowman in the amount of $99,407 represents 10.3% of the current construction cost estimate. This is within a typical range for the scope and complexity of the project. The current grant amount of $564,465 represents 53% of the cost proposal submitted by Bowman for construction engineering ($99,407) and the current cost estimate for construction ($968,642). Village staff will work with the Northwest Municipal Conference and Northwest Council of Mayors to secure additional STP funding to reach the maximum federal share of 75%, should it be available. This would equate to an additional $236,572. As it currently stands, the federal share of the project is $564,465 and the estimated Village and Des Plaines shares for construction and construction engineering are $471,606 and $31,978, respectively. Should the Village secure additional STP funding to the maximum federal share of 75%, the Village's share will be reduced to approximately $250,057 and Des Plaines' share to $16,955. Additional discussion will be held after the bid opening in January 2024 and a construction contract is presented to the Village Board. Currently, staff is recommending approval of the Phase III construction engineering contract. Alternatives 1. Accept a proposal from the Bowman Consulting Group for Central Road Resurfacing Project construction engineering services. 2. Action at the discretion of the Village Board. Staff Recommendation Staff recommends that the Village Board accept the proposal from Bowman Consulting Group Ltd. of Lisle, Illinois, to provide construction engineering services for the Central Road Resurfacing Project for an amount not to exceed $99,407. Attachments 1. Bowman Technical Proposal 2. Bowman Cost Proposal 3. Central Plans `' O Village of Mount Prospect Central Road Resurfacing I Mount Prospect, IL Statement of Qualifications for: Central r ci Phase III Construction EngineeringServices Submitted by: Bowman 630.869.6001 bowman.com I : 101TTA 171,trl September 8, 2023 Mr. Jason Leib Deputy Director of Public Works Village of Mount Prospect 1700 W. Central Road Mount Prospect, IL 60056 RE: Response to Request for Statement of Qualifications Central Road Resurfacing — Phase III Construction Engineering Dear Mr. Leib: This project fulfills the Village of Mount Prospect's (the Village) goal outlined in its Strategic Plan. Resurfacing the roadway now will potentially reduce future maintenance costs and constructing ADA - compliant ramps will improve the transportation system for all users. Bowman Consulting Group Ltd. (Bowman) understands the significance of this project, both in terms of its anticipated benefits to community and the concerns that residents, businesses, and commuters may have regarding the impacts of its construction. The affected roadways are under the jurisdiction of multiple agencies including the Village, Illinois Department of Transportation (IDOT) and the City of Des Plaines and numerous residents, businesses and churches will be project stakeholders. Bowman provides the Village with an exceptional team of construction engineering professionals with the experience to effectively execute this project. Bowman staff have worked directly with IDOT on a multitude of projects involving roadway reconstruction/resurfacing, traffic signals, utilities, pedestrian/ bicycle infrastructure, and access management, as well as facilitated IDOT coordination and implemented IDOT standards and documentation on similar municipal and county projects. No matter the size of the project, Bowman provides a proactive approach and the same level of client commitment and communication. Each project is treated the same way, from our most recent work with the Village of Northbrook where we provided Phase III construction engineering services for intersection improvements at Sanders Road and Dundee Road and 8" water main improvements in the Willow Creek subdivision to our ongoing work providing construction engineering services for the $500M Mile Long Bridge project on 1-294. Both projects present their own set of challenges, from coordinating with residents and commercial businesses in Northbrook to working closely with dozens of stakeholders, including IDOT and local municipalities; numerous utilities including ComEd, Nicor, AT&T, Comcast, and water utilities; and businesses and railroads including a UPS facility and BNSF RR intermodal freight facility on the Mile Long Bridge. Bowman is familiar with many different challenges that need to be met to successfully execute a project. Bowman's established relationships and proven ability to skillfully coordinate with stakeholders will be beneficial to the Village on this project. Project Manager Jeff Druckman, PMP has significant experience working on dozens of municipal construction projects including similar work on the Algonquin Road Reconstruction from Wolf Road to Lee 1001 Warrenville Road, Suite 110, Lisle, IL 60532 630.869.6001 Street for the City of Des Plaines. As the Senior Resident Engineer for the construction of the Mile Long Bridge, he has proven recent experience coordinating with multiple project stakeholders, including all impacted residents, IDOT, regulatory agencies, municipalities, and utilities, that have all been critical to the successful delivery of this complex project. Jeff will provide the leadership to ensure this project complies with STP funding, IDOT, and Village requirements. Resident Engineer Mark Kintner most recently provided resident engineering services for several projects under Cook County Department of Transportation and Highways' Pavement Preservation and Rehabilitation Program. On these projects, Mark collaborated extensively with property and business owners, utilities, and other project stakeholders to ensure their concerns were addressed and any issues were promptly resolved. He has provided inspection on municipal projects involving pavement resurfacing and pedestrian facilities. Thank you for the opportunity to submit our SOQ. Bowman is excited about the possibility of working with the Village on this important project and is committed to its successful and timely completion. Should you have any questions or wish to discuss our submittal further, please contact me at 630.869.6008 or,b.1 cp:a.it.u.in_(..Ib2:VyI ta.q,:. gM. Sincerely, a--P� Brian McPartlin Principal lrr, E FN NJ Firm Overview and History Project Team Capabilities - Organization Chart - Resurnes of Key Personnel Similar Project Experience - STP Funded Projects Project Understanding &Technical Approach - Understanding - Objectives - Technical Approach - Schedule em ry Since its formation in 1995, Bowman has been recognized as one of the fastest-growing consulting firms in its industry, Launched byafive-person team inFairfax, Virginia, the firm has launched over OOoffices and accomplished anational, diversified project portfolio. From large infrastructure projects to local transportation projects, Bowman delivers outstanding project results and leverages its growth to serve the constantly changing needs of our clients, |n2Dl2,Bowman established its presence inthe Chicago area, Bowman's Lisle office, which specializes inconstruction engineering, will provide the services tothe Village under this contract. Bowman has performed similar services for numerous |DOTand TbUxvayprojects inthe Chicago metropolitan area, aswell asengineering services for municipalities including the Villages ofOak Brook, Northbrook and Steger; City of Chicago Heights; and numerous counties. VVepride ourselves inproviding the same level ofprofessionalism and quality toall projects regardless ofsize. Our proven stakeholder team building capabilities allows us to represent our clients in all aspects of the construction process from pre -construction through final completion, and identify and resolve issues to mitigate their impact. With an Lmpar.illelecl corAmitment by executive staff to each client and p-roject's success, Bowman provides open communicatioA fair interpretation of project issues, and transparency in our services, recommendations and actions. Success doesn't]uythappen. It's the result of ~ Transportation thoughtful planning and focused action. 4t ^ Building Infrastructure Bowman, mework with intention todeliver ^ Power &Utilities on -demand technical expertise and industry ` Renewable Energy leading talent that, when combined, produces ~ Water Resources innovative and solution -driven results. Our ~ Mining &Exploration clients benefit from abalance ofdeep national ` Ports &Harbors resources often associated with large firms, and smaller boutique firms, to effectively navigate projects through intricate approval processes. ^ Transportation Engineering ~ Construction Engineering ~ Civil & Site Engineering ~ Structural Engineering ~ Gun/ey/Geoapatim| ~ Land Procurement/Right-of-Way ~ Environmental Consulting ^ Landscape Architecture ~ MEP Engineering ~ Energy Transition Bowman I Central Road Resurfacing - Phase III Construction Engineering I September 8,2023 ................................... IE sect Team Capabilities IOrganizational Charl, a =-& Mount Prospect -a"S 1 *4 14_1"1 I Bowman Consulting Group Ltd. INTERRA, Inc.: MBE/DBE B.A. Political Science, DePaul University Associations [ityOubufChicago—yWember [hicago|andChamber o{Commerce — Board Member/Past Committee Chair Mount Prospect Chamber cf Commerce — Past Director Mount Prospect Finance Commission — Past Commissioner BkGnoveThwnship—Paat Committeeman EZPASG|ntenygencyGroup—Past Member Irish Fellowship Club ofChicago —Past Board ofDirectors International Bridge Tb||m/ayTurnpike Association -Past Member Illinois Board ofEducation School District 57—Past Director District 57Education Foundation — Past Chairman Illinois Spina 0ihdmAssociation —Past Director Honors and Awards Outstanding Achievement Mount Prospect School District 57 Board of � 007TA VI -1 Brian I McartQ°n Principal in Charge Brian McPartlinisaformer long-time Mount Prospect resident that has spent over 30 years in federal, state and county government, and has an extensive history of developing critical relationships with government and corporate leaders. Heiathe former Executive Director of the Illinois State Toll Highway Authority, a 294 -mile toll road system serving more than 1.6M motorists daily, where he managed and coordinated over 1700 employees and an annual budget with revenues of $636M. He helped draft and implement alO-year, $6.3Bcongestion relief program torebuild and restore 90% of the Tollway system, which added system -wide capacity and extended |-3SSSouth 6y12.5miles, ahead ofschedule and under budget. Provides business development and outreach to clients for firm that provides Vice President, Globetrotters Engineering Corporation, Chicago, IL, 2012 - 2020. Responsible for executive level management, marketing, and teaming activities, as well as client base business development and awareness. Vice President cfanengineering/architectural consulting firm engaged inawide range of activities including planning, design and construction engineering. President, Cooper Murphy, 2008 - 2012. Full-service independent consulting firm providing strategic and political counsel, Managed all aspects o[the Illinois Tdkma&arecognized national industry leader with 1756 employees, anannual budget of$b3ON1and lAMdaily customers. Vice -President of Large Accounts & Government Relations, Riverdeep Interactive Learning, 2001 - 2002. Created/exUanded large accounts division, building strategic national K)artnershi Spokesman and envoy for the U.S. Secretary ofEducation inthe U.S.Department of Education's Region V, encompassing IL, IN, MI, MN, ON and WI. Responsible for overseeing agency policy, planning and programs for amulti-state region including Illinois, Indiana, Michigan, Minnesota, Dhio,andVWscmnsin. The White House, 1993 - 1996. Education �OO1 ' White House representative responsible for logistical arrangements and briefings for domestic and international travel by the President, First Lady and Vice President. Bowman | Central Road Resurfacing Phase III Construction Engineering | September 8,2023 6 � 007TA VI -1 Jeffrey D0Kckm an, PMP Project Man ager Jeff Dmckmanhas 4Oyears afexperience inthe transportation industry, with afocus on construction management. He serves as program manager, construction manager, orproject manager onlarge projects fo,ovarietyofdients,nithparticu|arexpertise in transportation infrastructure for government agencies at the local and state levels. Jeff has athorough understanding ofthe construction process and the Owner- Engineer-[bntracto,ne|ationship,continuaUyvvorkingtoenhancecommunication among all project team members, the client, and contractor representatives. Education Experience B�.Civil Engineering, Southern Illinois Cook County DOTH |Pavement Preservation 8&Rehabilitation | Cook County, IL University, 1983 Project Manager for multi-year, task order contract to provide Phase III construction engineering services onprojects throughout Cook County. |ndudescmnstructabi|ity Registrations review, resident engineering, construction inspection to ensure compliance with Project Management Professional: contract plans, documentation, materials coordination and QAtesting, and surveying. Illinois (#l3dl729)2QlO Village of Northbrook 12021 Concrete Street Patching | Northbrook, 8 Certifications d Prinpa|inCharge for Phase III construction engineering seme services for replacement of Portland cement concrete pavement in the Sutton Point Subdivision, |DDTDocumentation of Contract which included replacing existing storm sewer inlets. Quantities (#l9-154l7)Expires 3/6/29 IDIOT Hazardous Materials Trainer |� Village of No,tHbmm��Sanders Rd and Dundee RdIntersection Traffic Signal Improvement |Northbrook, IL OSHA 3O-HourConstruction Principal in Charge for Phase III construction engineering services for pedestrian improvements including installation of pedestrian signal head, pedestrian push buttons, sidewalk removal and installation, striping, and restoration. Village of Niles |Cumberland Avenue Reconstruction |N8es, IL Resident Engineer for $3M FAUS reconstruction of one mile of Cumberland Avenue between Dempster Street and Oakton Avenue. Work included complete removal and replacement with curb and gutter and bituminous pavement material, storm sewer, water main, and traffic signals, IFAMMM Morton Grove, IL Project Manager for one -mile widening and reconstruction of Washington Street that included pavement rehabilitation and reconstruction, curb and gutter installation, on -street parking, new stormwater drainage systems, traffic signal modernization at the Golf Road intersection, and PCC sidewalk and driveway replacement. The centerline of Washington Street is also the border between Niles and Morton Grove, and coordination with affected businesses and residents was a critical task. Village of Wilmette I Green Bay Road Reconstruction I Wilmette, IL Project Manager for Phase III construction engineering services for $2.6M Bowman I Central Road Resurfacing - Phase III Construction Engineering I September 8,2023 ................................... 7 � 007TA VI -1 Jeffrey DUUck= an, PMP Project Manager limits, Included udedremoval and replacement ofcurb and gutter, PCConcrete patching, roadway resurfacing, new traffic signals, three intersections that included nearside signals at railroad crossings, and new sidewalks the length of Green Bay Road. City of Elgin |Kimball Street and State Street | Elgin, IL Project Manager for Phase III construction engineering services for reconstruction oftwo key arterial streets serving massive traffic volumes and crossing Fox River. Included pavement reconstruction and widening of3/0UftofKimball Street, resurfacing on State Street (Illinois Route 31), widening and aesthetic enhancements to the 450 -ft Fox River bridge, new traffic signals at six intersection locations, new storm sewers, street and pedestrian lighting, extensive landscape, andstree1scape improvements and modifications tmthe Kimball Street grade crossing ofthe busy Metra freight and commuter tracks. Village of Schaumburg I Meacham Road Reconstruction I Schaumburg, IL Project Manager responsible for reviewing plans for constructability for the reconstruction of 283 feet �,.054 miles?, of keW section of Meacham Road from Tower Road to Algonguin Road, Services included rehabilitation of Meacham Road brid over the Northwest Tollway. Village of Des Plaines | Algonquin Road, Wolf toLee Street | Des Plaines, IL Resident Engineer on $1.5M reconstruction of 0.6 miles of Algonquin Road, which included removal and replacement of PC concrete pavement, PC concrete widening curb and gutter, storm sewer, traffic signals and resurfacing. UDOT|Roadways Resurfacing | Joliet and other cities, IL Project Manager for construction inspection senvicesaspartof[)ua|ityContro|/ Quality Assurance (QC/QA) and Phase III Various/Various program for roadway repair and resurfacing. Responsible for assigning staff, reviewing daily reports from the field, and serving asatechnical mentor to field staff. Forest Preserves of Cook County I Various Engineering Services for Districtwide Transportation Improvements I Cook County, IL Principal in Charge for engineering services under task order contract for Forest Preserve projects. Work includes construction engineering, support for the District's pavement inspection program, and contract documents for District's annual access road . arkino lot, and trail rehab programs, including resurfacin ADA improvements geometric modifications to incorporate green infrastructure, pavement reductions, new construction, orpermeable paver retrofits. Metra/Village ofWilmette | Station Parking Lot Improvements* |Wilmette, IL Project Manager for construction management services for the reconstruction ofa multi -modal transportation hub facility parking lot involving over 300 spaces and located in the central business district. Bowman I Central Road Resurfacing - Phase III Construction Engineering I September 8,2023 ................................... 8 � 007TA VI -1 Mark Kintner Resident Engineer Mark Kintner isaresident engineer with 3Oyears mfdesign and construction engineering experience. He has served as a resident engineer and field inspector on numerous infrastructure projects, and his extensive field experience isfrequently called upon for assistance with construction staging and constructability reviews, Mark works as a mentor to those in the field to ensure consistent and accurate results incompleting aproject. F4 T-TT—TUTY T= 7-ducation Cook County DOTH I Pavement Preservation& Rehabilitation I Cook County, IL B.S. Construction Engineering, Resident Engineer for task order contract toprovide Phase III construction Iowa State University, l993 engineering services. Projects include HMA roadway surface removal &replacement, diamond grinding, PCC and HMA pavement patching, corrugated median removal, Registrations PCC pavement, curb and gutter removal and replacement, HMA median surface Engineer Intern: �d removal and reyuang,drainage and utility structure adjustment, pavement Iowa (#ll789a) reflector removal and replacement pavement markers, pavement maddngs,��rm sewer cleaning, detector loops, traffic signals, and traffic control protection, Certifications Village ofWilmette |Green Bay Road Reconstruction |Wilmette, IL |DOTDocumentation ofContract Resident Engineer for Phase III construction engineering services for $2.6M Quantities (#22-1972l)Exp. O3/3O/26 reconstruction of Green Bay Road from southern Village limits to northern Village limits. Included removal and replacement ofcurb and gutt� gutter, Concrete patching, |DOTMaterials Management for roadway resurfacing, new traffic signals, three intersections that included nearside Resident Engineers signals at railroad crossings, and new sidewalks the length of Green Bay Road, This Illinois TmUwoyConstruction Manager's was alocal agency project completed under |DOTdocumentation guidelines. Certifications Village ofWilmette |Green Bay Road Reconstruction |Wilmette, IL |DOTDocumentation ofContract Resident Engineer for Phase III construction engineering services for $2.6M Quantities (#22-1972l)Exp. O3/3O/26 reconstruction of Green Bay Road from southern Village limits to northern Village limits. Included removal and replacement ofcurb and gutt� gutter, Concrete patching, |DOTMaterials Management for roadway resurfacing, new traffic signals, three intersections that included nearside Resident Engineers signals at railroad crossings, and new sidewalks the length of Green Bay Road, This Illinois TmUwoyConstruction Manager's was alocal agency project completed under |DOTdocumentation guidelines. Training Chicago Dept. of Transportation |��|�nArterial Street ADA Ramp Project No. 51— |[ORSTioining ' North Area Construction Management Services |Chicago, IL Hazvvoper,Hazardous Waste Resident Engineer for Phase III construction engineering services for the replacement Site Worker of ADA ramps. Consisted of removal and replacement of sidewalk, concrete curb CDOTADA Compliance Training and gutter; HMA surface removal; and PCC base course and pavement removal and replacement. Additional tasks included the adjustment nfCity-owned structures, CDOTRETraining driveway and alley pavement removal and replacement, sidewalk marking removal and replacement, sign removal and re-insta||aUon,and sodding. Chicago Dept. of Transportation | Industrial Street Improvements, KoUmmar Avenue |Chicago, IL Construction Inspector for Phase III construction engineering services for reconstruction of Kolmar Avenue under CDOT requirements, including removal of full -depth pavement, curbs, gutters, and sidewalks. Assisted with maintenance of traffic detour route, special waste excavation, new storm sewer installation, aggregate subbase, PCC base course, hot mix asphalt surface, and binder courses. Village of Wilmette | Eastside Relief Sewer/inlet Control Phase A|Wilmette, 8* Bowman I Central Road Resurfacing - Phase III Construction Engineering I September 8,2023 ................................... 9 Mark Kintner Resident Engineer � 007TA VI -1 tunneled relief sewer ranging in size from 48inches to 60 inches; 4,00LFmfthe open -cut storm and combined sewers; 37inlet control berms; and pavement restoration inareas ofopen-cut sewer installation. Because the installation locations were inprimarily highly developed residential neighborhoods, public relations communications were nfthe utmost importance. Village of Wilmette I Westside Sanitary Relief Sewer Wilmette, IL Village of Wilmette I Greenleaf Avenue Relief Sewer/inlet Control I Wilmette, IL Construction Inspector for $1 OM combined sewer relief project which consisted of ,IlinoisTollway I Tri-State Tollway (1-294) Roadway and Bridge Rehabilitation, ranklin Avenue to Balmoral Avenue I Cook County, IL Assistant Resident Engineer for Phase III construction engineering services for roadway and bridge rehabilitation, Work involved full -depth concrete pavement patching with precast concrete pavement panels and high early strength cast -in- place patching, partial depth pavement patching, concrete median barrier repairs, removal and replacement of raised pavement lane markers, profile diamond grin- "in installation of recessed pavement markings, mill and overlay of HMA shoulders, relocation of roadway IiQh onlpz ind electrical conduit; replacement of road- panels, removal of overhead sign lighting, guardrail, and energy attenuator safety per day, work was performed under temporary nightly and weekend lane closures, Responsible for inspecting the installation of precast panels and cast -in-place panels, Illinois Tollway |Tri-S8a8e Tollway (1-294) Bridge Reconstruction, Mile Long Bridge | Cook County, /L Assistant Engineer Roadway/Drainage for Phase III construction engineering services for $500M, multi-year project to construct two new 27 -span bridges to replace the original 1957 structure, The new twin structures span the Illinois & Michigan Canal, Chicago Sanitary & Ship Canal, DesPlaines River, mainline CN RR, UPS facility, and BNSF RR intermodal freight facility, requiring significant stakeholder and utility coordination. Work also includes new storm sewers and drainage structures, construction of 25,000 SY of bituminous base course and Jointed Plain Concrete pavement, bituminous pavements, and pavement and bridge deck patching. Serving aaamentor for aconstruction inspector from aDBE firm, Bowman I Central Road Resurfacing - Phase III Construction Engineering I September 8,2023 ................................... 10 � 007TA VI -1 �u�K=Q Griffin dr���00N�������NNNNn Construction Engineer Education Ashley Griffin is a construction engineer with nearly two years of experience working BI.Civil, Materials and Environmental ontransportation infrastructure projects. Her technical skills include e-8ui|der, Engineering, University ofU K8icnosoftOffioeandB|uebeam|inmis�t . Chicago, 2021 Experience �K������������� UUU1wo|m7oUUu�ay|7�|-����e��UUvw��<U-���) Roadway Reconstruction and ' ' Widening, Ogden Avenue (MP 27.8)to Cermmak Road (MP 29.5) (PSB 22-1/03)1 Professional Engineer Intern: Cook County, IL Illinois (#061-041300) Construction Engineer for Phase III construction engineering services for the $15Dk8widening and reconstruction mf17miles ofthe Central Tri-State To||vva�|n Certifications addition to complex roadway and ramp work, this project also involves a bridge over |D0TDocumentation ofContract Salt Creek, bridge repairs, retaining walls, noise walls, compensatory storage and Quantities (#2]-20549),Expires detention ponds, a new drainage system, utility work and an ITS and ActiveTraffic 2/22/37 Management system. Responsibilities include construction inspection to ensure American Concrete Institute (ACI), compliance with contract documents. Field Technician |(#O2171804)'Expires UUU|nolmTmUUway|Reconstruction ofU-294 from 95thStreet to Plaza 36 (Contract 5/17/27 U-20+4517C)|Cook County, IL PCC Level |,2O22 2027 Project Engineer for $124k4construction project. Associations Illinois Tollway I Reconstruction of 1-294 from 75th Street to 1-55 Ramps ��nt��U-2��19�|�����8 Nationa|�ounci|ofExamine�f�r Project Engineer for $l24kAconstruction project. Engineering and Surveying(NCEES) American Society of Civil Engineers Bowman I Central Road Resurfacing - Phase III Construction Engineering I September 8,2023 ................................... 1E ar Proj 7747 � 007TA VI -1 IExperience - Phase III Construction Engineering Services Various Phase III Pavement Preservation Projects Illinois Department ofTransportation, District /(2O2 7) Bowman provided Phase III construction engineering services, including inspection, documentation, and materials coordination, under a Various/ Various contract. The federally funded projects included both day -time and night-time work for the following: ° Smart Overlay of IL -394 from of 186th St. to S of Joe Orr Rd. (62L17):Paving 2-inchHMA overlay (Pay-For-Perfomnance,PFP)ofa three-mile stretch of|L-394(northbound and southbound), - Standard Overlay, ADA Improvements, Culvert Replacement (62A8O2):Paving3/4-inchLeveling Binder and l3/4-inchHMA surface of |L-1and |L-394for |L-1from Burvi||eRd. tonorth of|L-394,and |L-394 from |L-ltothe Will County Line. Various Pavement Preservation and Rehabilitation Cook County Dept. of Transportation & Highways, Cook County, IL (202/-2024) Bowman isproviding construction engineering services under awork order -based contract that include constructabi|ityreview, resident engineering, construction inspection, documentation, materials coordination and {lAtesting, and/or surveying, The work includes HMA roadway surface removal and replacement, diamond grinding, PCC and HMA pavement patching, corrugated median removal, PCC pavement, curb and gutter removal and replacement, HMA median surface removal and resurfacing, drainage and utility structure adjustment, pavement reflector removal and replacement pavement markers, pavement markings, storm sewer cleaning, detector loops, traffic signals, and traffic control protection. Traffic Signal, Water Main and Street Patching Improvements Village mfNorthbrook, IL (2O27) Bowman provided Phase III construction engineering services for several infrastructure improvement projects for the Village ofNorthbrook: ° Sanders and Dundee Road Intersection Improvements: Pedestrian improvements atthe intersection ofSanders and Dundee Roads, including installation ofpedestrian signal head, pedestrian push buttons, sidewalk removal and installation, striping, and restoration. ° IFY21/22 Water Main Improvements: Installation ofapproximately 4,850feet ofnew 8-inchwater main inthe Willow Creek subdivision. ° 2D21Concrete Street Patching Improvements: Removal and replacement of PCC pavement in the Sutton Point Subdivision. Bowman | Central Road Resurfacing Phase III Construction Engineering | September 8,2023 13 � 007TA VI -1 IExperience - Phase III Construction Engineering Services South Lane Water Main Improvements Village mfNorthbrook, IL (2022 Bowman provided construction engineering services for the replacement ofl,DO0feet of4-inchcast iron water main from Voltz Road tothe dead end atl81OSouth Lane aswell asconstruction mf4OOfeet mfnew looping main toDriftwood Lane toenhance flow capacity and provide better water quality to village residents. As this project was located on a private residential street, Bowman assisted in minimizing the construction impacts toresidents, answered questions and resolved issues and concerns from impacted property owners, and closely monitored the maintenance oftraffic 10allow residents access tutheir properties atall times. Longmeadow Parkway 5 -Bridge Corridor Kane County Division of Transportation, Kane County, IL (2020-202 1) Bowman provided Phase III construction engineering services for Section C-2 of the Longmeadow Parkway 5 Bridge Corridorjust west of 2S.The $28M federally and locally funded project was located within a heavy to medium volume traffic corridor. The new Longmeadove �Iarkway barrier median and there are signalized intersection improvements at the Bolz Road Connector and IL Route 25.The project included roadway and bridge construction, bicycle path, drainage, and wetlands landscaping. The project involved significant stakeholder coordination and documentation was in accordance with IDOT requirements, Jane Byrne Interchange - 1/90/94 NB: Roosevelt Rd. to Lake St. Illinois Department of Transportation, Chicago, IL (2020-202 7) Bowman provided Phase III construction engineering and inspection services for a $57.5M project included reconstructing pavement and from Madison Street to Lake Street, storm sewer improvements from Roosevelt Road to Madison Street, constructing a new Collector - Distributor road from Harrison Street to Lake Street, reconstructing various entrance and exit ramps onto various city streets, and constructing and reconstructing new/existing retaining walls, Bowman staff provided construction inspection services to ensure compliance with contract documents, document construction progress and contract quantities per IDOT procedures, and resolve design/field issues. Bowman | Central Road Resurfacing Phase III Construction Engineering | September 8,2023 14 � 007TA V11-1 Experience - STP Funded Projects Shermer Road Bridge Rehabilitation Northbrook, IL C Description Village mfNorthbrook Bowman provided Phase LUand III engineering services toupgrade ShennerRoad Bridge tomeet current structural, hydraulic, and geometric requirements. The single Cost span bridge, which spans the West Fork, North Branch, Chicago River was constructed $1,I09,718 in 1939 and consists of a precast prestressed deck beam superstructure on closed Phase UDesign Engineering concrete abutments on spread footings. The superstructure was replaced in 1979, and Schedule architectural enhancements were added t the parapets and sidewalksin lateryeam. 2014 -2018 The project involved mill and overlay mfShennerRoad adjacent tmbridge limits, lighting, signage, pavement markings, demolition and removal ufexisting bridge Services Provided structure down to abutments, replacement of 441ong precast box beams, structural Phase | Preliminary Engineering repairs toboth abutments, and other components. The installation ofacofferdam to Phase UDesign Engineering divert Chicago River was required tostage construction, Phase III Construction Engineering Bowman was responsible for construction inspection ofentire project including bridge, pavement, drainage, roadway electric, signage, maintenance of traffic, and erosion control. The bridge is located near Northbrook's business district, so significant stakeholder coordination was required. This project received 80% federal funding participation using STP funds and required an "Experimental Feature Work Plan" Construction documentation was per IDOT Bureau of Local Roads and Streets guidelines. Bowman | Central Road Resurfacing Phase III Construction Engineering | September f,20J3 15 nical Project UnderstandingandTechnicalApproach The Village of Mount Prospect (Village) is seeking to enter into a contract with an engineering firm to provide Phase III construction engineering services for resurfacing Central Road between Westgate Road and Wolf Road. Construction will begin in Spring 2024 and be completed by July 2024, The successful firm will be responsible to meet all federal/state/ Village requirements for these services. impactsAlthough only 0.5 miles in length, this project residents, businesses, St. Emily Catholic Church and School, Full Gospel Chicago Church, and businesses. Access to residents, businesses and churches; trash pick-up and mail delivery; and tree preservation are a concern. In addition, residewtial streets on the south of Central Roiid 4re in the City of Des Plaines. This project meets two components of Mount Prospect Strategic Plan, which are to invest in roadways infrastructure and implement their Complete Streets Policy This will be accomplished by resurfacing the road and replacing sidewalk ramps to be ADA compliant, thereby improving the transportation system for motorists, pedestrians, nearby businesses and residents. Positive public perception is key to successful projects. Bowman is committed to working with Village staff to ensure this project is a success and to mitigate issues with the stakeholders in a professional and respectful manner. PROJECT APPROACH Bowman's full time construction observation staff will provide on-site inspection, review construction layouts and contract design changes, review material submittals, prepare records, maintain documentation, answer questions and resolve issues and concerns from impacted property owners, provide the Village Project Manager and staff with regular progress updates, review contractor progress against the construction schedule, review and process pay requests and change orders, and perform any other duties to complete the project on a timely basis and in accordance with the Village's specifications. Bowman understands efficiency and success on the Village's contract requires a capable consultant with the flexibility to adjust to changing requirements and conditions. Our construction experience is extensive and our staff's knowledge is unparalleled, which makes us uniquely able to deliver improvements under this contract and apply solutions to unforeseen construction challenges that may otherwise threaten the construction budget and schedule. Bowman I Central Road Resurfacing - Phase III Construction Engineering I September 8,2023 ................................... 17 OBJECTIVE: Communication HOW MET: This project will disrupt Village residents in their require appropriate communication and coordination with the Village. Bowman has practical experience with similar projects, and you can depend on Bowman to fully communicate the project's needs and status. In addition, HOW MET: The contract documents reference IDOT's direction while work takes place onhalf the road atatime. The MOT onthis project will focus onprotecting pedestrian and vehicular traffic along Central Road and inthe adjacent neighborhood. MOT will bemonitored. Access tothe neighborhood side streets must not beencumbered by since this project impacts Des Plaines residents, Bowman will storage ofequipment ormaterials, Since this will bethe ensure the City of Des Plaines, through coordination with the residents'primary concern, Bowman will perform, at a Village ofMount Prospect, isincluded inthe communication OBJECTIVE: Seek Additional Funding HOW MET: This project has received funding from the STP Program. AtBowman, meare mommittedtoinvestigating [undingresourcesthatwiUsupportthispnoject-notmn|y complying with the STP protocol, but inconnecting your infrastructure investments tothe outcomes that you and your stakeholders demand. OBJECTIVE: Utility Coordination HOW MET: Nothing could upset this project more than a Village resident being without water, gas or electrical power. Bowman understands the importance of maintaining these vital services to the residents and will coordinate with the document requirements. Bowman has a proven record in coordinating with utilities to avoid and minimize service interruptions to residents. Our past experience has developed professional working relationships with many utility companies, including many associated with this project, which include: ASTOUND, AT&T, ComEd, Comcast, City of Des Plaines, IDOT, MCl/Verizon, Village of Mount Prospect, Water Reclamation District, NICOR, and ZAYO Fiber. minimum, daily project site inspections toensure that the construction site iaclean and that the contractor ismeeting the requirements o/the contract documents. Pollution Mitigation HOW MET Bowman will proactively implement and enforce the Storm Water Pollution Prevention Plan (SWPPP).VVewill verify the following Erosion Control Principles are adhered to: disturb only what is necessary for construction, stop sedimentation atornear the point oforigin, divert "clear water"tnm disturbed areas, and install permanent systems as soon as possible. Bowman will work with the contractor to minimize noise, dust, and construction debris issues inherent toconstruction mfthis nature and verify anorganized work zone. M M.P In 1111�� 111!: 11 0101 or L I IfUl "41" Residents HOW MET: This project is adjacent to a residential The key to good public perception is ensuring the Village is well informed regarding the construction status. Bowman applies a proactive approach to construction issues, and we deem utility coordination as a critical task and will identify access during construction, restoration of landscaping, mail delivery, garbage pick-up, construction debris, material and equipment storage, noise, restoration of irrigation systems, OBJECTIVE: Tree Preservation HOW MET: Parkway trees define the neighborhood, and weunderstand the Village's concern toprotect them during construction. VVewill work with the contractor tomeet the Village's concerns. Asmentioned above, positive public perception assists inmaking projects successful, Bowman will ensure that the contract provisions are met for all landscape items. HOW MET: AtBowman, QA/QC isnot just acatch phrase; bisaway oflife, Bowman has alongstanding commitment toclient satisfaction through aformal Quality System. For every construction project, Bowman implements oQuality Control Plan, and asthe Village's representative olthe construction site, Bowman isresponsible for adherence to the requirements ofthe plans and specifications, verifying the quality ofmaterials used, QAsurveying, documenting the work according toestablished policies and procedures, monitoring activities byemploying regularly scheduled independent reviews, recommending corrective measures for deficiencies discovered, and maintaining documentation, Bowman provides relevant expertise that will verify the correct documentation processes are followed, resulting in starting the project with a"c|ose-out"mindset. HOW MET: Accurate record keeping is critical to project part of the decision-making process rather than simply a record of what has occurred on a project. Bowman will provide complete and comprehensive documentation, Our field staff are well versed in preparing project records that meet the Village's requirements, Maintaining the improvements, Our team will draw on our experiences identify potential cost and schedule savings. Our team will root out and minimize change and extra work order requests that are based oncontractor convenience, as opposed tucompensation for performing their day-to-day work inaccordance with the Village's documentation matrix sothat when the end mfthe contract approaches, wecan CC At Bowman, we treat our clients and their�� projects N�, ' ' 'priority. �or �+& ' �o� U0��y��Q0=",C7��U���S�/9"="`O0 � � our ability ��� to respond ��Y��[ QO� quickly to their ^fc M M.P In 1111�� 111!: 11 0101 or L I Bowman will perform the following scope of services Project Startup: ^ Fully understand the Project Development Report, pre - final p|ans,pne-fina|sped0cabnns,andestimmtemfcost. ~ Assist the Village with applying for additional funding ov ~ Hold and administer pre -construction meetings with the contractor, Village staff, and other pertinent parties that will beimpacted byconstruction. ~ Develop and distribute Project Notifications (letters to impacted businesses and residents). Throughout Construction: ` Maintain a Daily Project Diary, Daily Inspection Reports, and all other pertinent records. The Daily Reports will be labeled and include construction photos. ^ Review material submittals toensure they are in accordance with the requirements set forth inthe Contract and Engineering Drawings. Perform construction inspection ofall contract work toensure improvements are constructed safely with minimal impact onthe public and inaccordance with the ~ Answer questions and resolve issues and concerns from impacted property owners. Contract Admin istration/DmcunmentationServices: ^ Ensure that the contractor complies with |EPANPDE5 Permit (silt fence, stabilized construction entrance, etcj and all applicable other Permits, ~ Coordinate removal ofmaterials off-site toappropriate ^ Serve aathe initial point ofcontact for all project -related resident concerns. After consultation with Village staff, work with all involved parties toresolve concerns, ~ Administer weekly Progress Meetings with the Village ~ Provide abrief daily emailed update tothe Village project manager atthe end ofeach workday that summarizes the work completed and advise what work |sexpected ^ Review contractor progress against construction schedule timeframe/completion dates, and send a summary email each week with summary ofwork performed and advising contractor ofremaining days and completion date (or any interim deadUnes). ~ Review/process Contractor Progress Pay Requests (review waivers mflien, sworn statements and certified payroll records and have contractor revise documents as necessary) and Recommend for Payment tothe Village. ~ Coordinate QAmaterial testing services with the Village's material testing consultant toensure OAmaterial testing work isperformed. ~ Develop and process change orders, ifnecessary, Project Finalization Services: ^ Develop and ensure completion ofthe "Punch List" ~ Review the contractor's submitted As -Built o|anofox U� Obtain and review Warranties/Guarantees and Final Lien Waiver from the contractor. ~ Recommend and process the Final Project Acceptance by Village, and Final Payment to contractor. K!l Address any issues that arise during warranty period (up ADDITIONAL SERVICES TO IMPROVE PROJECT, ~ Coordinate final inspection and paperwork with |DOT and the Village. ~ Complete all necessary documentation including grant reimbursement forms for the STP Program. ~ Prepare as -built drawings. ~ Provide ohard copy ofall project documents (job box) at the end ofthe project. ~ Provide onelectronic copy ofall project documents on aCID nrUSB flash drive and organize the electronic files inamanner consistent with the hard copy ofthe job box using file formats such asPDF orMicrosoft Office. ^ Effective and timely communications with the Village and ^ Utility coordination inadvance and throughout the ~ Utilizing photos and other means, Bowman will document the before and after conditions ufthe landscaped areas, and ensure proper tree protection is met, and that proposed trees meet the requirements mf the contract. Bowman I Central Road Resurfacing - Phase III Construction Engineering I September 8,2023 ................................... 2T Project Schedule for Request for Qualifications (RFQ) Phase III Construction Engineering Services For Central Road Resurfacing from Westgate Road to Woli Village of Mount Prospect Year 2024 Month M;24;311 APR MAY JUNE JULY AUG Work week beeinninH date 10 17 7 14 21 28 5 12 19 26 1 2 9 16 23 30 1 7 14 21 28 1 4 11 18 2E Pre -Construction Construction Post Construction Work week beginning date 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 7 14 21 28 4 11 18 2_ Month MAR APR MAY JUNE JULY AUG Year 2024 requal ificati , Uin impartment of, Tray 2300 South Dirksen Parkway I SpNngfieldl, Illinois 1627614 June 12, 2023 Subject: PRELIMINARY ENGINEERING Consultant Unit Prequalification File Michael Hannemann Bowman Consulting Group 1001 Warrenville Road Suite 110 Lisle, IL 60532 Dear Michael Hannemann, We have completed our review of your "Statement of Experience and Financial Condition" (SEFC) which you submitted for the fiscal year ending Dec 31, 2021. Your firm's total annual transportation fee capacity will be $29,600,000. Your firm's payroll burden and fringe expense rate and general and administrative expense rate totaling 173.05% are approved on a provisional basis. The rate used in agreement negotiations may be verified by our Bureau of Investigations and Compliance in a pre -award audit. Pursuant to 23 CFR 172.11(d), we are providing notification that we will post your company's indirect cost rate to the Federal Highway Administration's Audit Exchange where it may be viewed by auditors from other State Highway Agencies. Your firm is required to submit an amended SEFC through the Engineering Prequalification & Agreement System (EPAS) to this office to show any additions or deletions of your licensed professional staff or any other key personnel that would affect your firm's prequalification in a particular category. Changes must be submitted within 15 calendar days of the change and be submitted through the Engineering Prequalification and Agreement System (EPAS). Your firm is prequalified until December 31, 2022. You will be given an additional six months from this date to submit the applicable portions of the "Statement of Experience and Financial Condition" (SEFC) to remain prequalified. Sincerely, Jack Elston, P.E. Bureau Chief Bureau of Design and Environment SEFC PREQUALIFICATIONS FOR Bowman Consulting Group CATEGORY STATUS Special Services - Surveying X Structures - Highway: Simple X Special Studies - Traffic Studies X Special Studies - Feasibility X Structures - Highway: Typical X Structures - Railroad X Highways - Roads and Streets X Special Services - Construction Inspection X Highways - Freeways X Location Design Studies - Rehabilitation X Special Studies- Location Drainage X Location Design Studies - Reconstruction/Major Rehabilitation X Location Design Studies - New Construction/Major Reconstruction X Special Services - Project Controls X Special Services - Public Involvement X Special Studies - Safety X Hydraulic Reports - Waterways: Complex X Special Plans - Traffic Signals X Hydraulic Reports - Waterways: Typical X Special Services - Sanitary X Structures - Highway: Advanced Typical X X PREQUALIFIED A NOT PREQUALIFIED, REVIEW THE COMMENTS UNDER CATEGORY VIEW FOR DETAILS IN EPAS. S PREQUALIFIED, BUT WILL NOT ACCEPT STATEMENTS OF INTEREST D E 7 z c O N as z m O U N M Cl) O W Q � U a z a) a) Y� _ �7� ca CL �C = O a a a� mi Y a cc 7 � E F m� M N N E f° Um°z 0 0 N O 0 0 n N r www �OQ oar LL Luw 2 0 X LU LU i J 00- 2 a2 O U W J m � a � W O Q a J rn z U O C0 z LLQ O � Q J o0 o J Q O N N N r r Q N ti Q co W IL LU LU LU Woo 0 LU a aaa w z O U 0 0 o oho ° O V N s C co N O 2 a) N N yoo J � rn +' o 0 O m64 Fj N_ LL y O M z c�J O rn O Q N J O Q �U a� U) W LO LO O J m 0 O w 0 Local Public Agency County Section Number Villa e of Mount Prospect Cook Consultant / Subconsultant Name Job Number Bowman PAYROLL RATES EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET FIXED RAISE MAXIMUM PAYROLL RATEI 86.00 ESCALATION FACTORI 0.80% I DOT CLASSIFICATION PAYROLL RATES CALCULATED RATE ON FILE Project Manager $80.50 $81.14 Resident Engineer $65.27 $65.79 Construction Engineer II $40.03 $40.35 Construction Engineer III $46.42 $46.79 BLR 05514 (Rev. 02/09/23) Printed 10/26/2023 10:37 AM RATES Page 2 of 6 Local Public Aaencv Countv Section Number Village of Mount Prospect I Cook Consultant / Subconsultant Name Job Number Bowman SUBCONSULTANTS EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET NAME Direct Labor Total Contribution to Prime Consultant 1 I nterra 1 4.251.001 425.101 Total 4,251.00 425.10 NOTE: Only subconsultants who fill out a cost estimate that splits out direct labor may be listed on this sheet. BLR 05514 (Rev. 02/09/23) Printed 10/26/2023 10:37 AM SUBS Page 3 of 6 Local Public Agency County Section Number Village of Mount Prospect Cook Consultant / Subconsultant Name Job Number Bowman DIRECT COSTS WORKSHEET List ALL direct costs required for this project. Those not listed on the form will not be eligible for reimbursement by the LPA on this project. EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET ITEM ALLOWABLE QUANTITY CONTRACT RATE TOTAL Lodging (per GOVERNOR'S TRAVEL CONTROL BOARD Actual Cost U to state rate maximum)$0.00 Lodging Taxes and Fees per GOVERNOR'S TRAVEL CONTROL BOARD Actual Cost $0.00 Air Fare Coach rate, actual cost, requires minimum two weeks' notice, with prior IDOT approval $0.00 Vehicle Mileage per GOVERNOR'S TRAVEL CONTROL BOARD Up to state rate maximum $0.00 Vehicle Owned or Leased $32.50/half day (4 hours or less) or $65/full day 72.5 $65.00 $4,712.50 Vehicle Rental Actual Cost (Up to $55/day) $0.00 Tolls Actual Cost $0.00 Parking Actual Cost $0.00 Overtime Premium portion (Submit supporting documentation) $0.00 Shift Differential Actual Cost (Based on firm's policy) $0.00 Overnight Delivery/Postage/Courier Service Actual Cost (Submit supporting documentation) $0.00 Copies of Deliverables/Mylars (In-house) Actual Cost (Submit supporting documentation) $0.00 Copies of Deliverables/Mylars (Outside) Actual Cost (Submit supporting documentation) $0.00 Project Specific Insurance Actual Cost $0.00 Monuments (Permanent) Actual Cost $0.00 Photo Processing Actual Cost $0.00 2 -Way Radio (Survey or Phase III Only) Actual Cost $0.00 Telephone Usage (Traffic System Monitoring Only) Actual Cost $0.00 CADD Actual Cost (Max $15/hour) $0.00 Web Site Actual Cost (Submit supporting documentation) $0.00 Advertisements Actual Cost (Submit supporting documentation) $0.00 Public Meeting Facility Rental Actual Cost (Submit supporting documentation) $0.00 Public Meeting Exhibits/Renderings & Equipment Actual Cost (Submit supporting documentation) $0.00 Recording Fees Actual Cost $0.00 Transcriptions (specific to project) Actual Cost $0.00 Courthouse Fees Actual Cost $0.00 Storm Sewer Cleaning and Televising Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 Traffic Control and Protection Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 Aerial Photography and Mapping Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 Utliity Exploratory Trenching Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 Testing of Soil Samples Actual Cost $0.00 Lab Services Actual Cost (Provide breakdown of each cost) $0.00 Equipment and/or Specialized Equipment Rental Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 $0.00 $0.00 $0.00 LR 055W v. 02/0 e 4 of 6 TOTAL DIRECT COSTS: $4,712.50 Local Public Agency Villaae of Mount Prospect Consultant / Subconsultant Name Bowman Count Cook COST ESTIMATE WORKSHEET EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET OVERHEAD RATE 1 173.05% COMPLEXITY FACTOR�O Section Number Job Number TASK DIRECT COSTS (not included in OVERHEAD & row totals) STAFF HOURS PAYROLL FRINGE BENEFITS SERVICES BY FIXED FEE OTHERS TOTAL % OF GRAND TOTAL Construction Management 570 25,798 44,644 8,513 78,955 79.43% Interra QA - - - 15,314 15,314 1 15.41% Subconsultant DL Direct Costs Total =__> $0.00 $425.10 $4,712.50 0.43% 4.74% TOTALS 1 5701 25,798 1 44,644 1 8,513 1 15,314 1 99,407 100.000/, 70,442 BLR 05514 (Rev. 02/09/23) Printed 10/26/2023 10:37 AM COST EST Page 5 of 6 Local Public Agency County lVillage of Mount Prospect lCook •nsultant / Subconsultant Name :• AVERAGE HOURLY-• EXHIBIT ■ COST ESTIMATE OF CONSULTANT•' SHEET Section Rumber Job Number 1 OF 1 PAYROLL CLASSIFICATION AVG RATES TOTAL-. - .HOURLY Printed 10/26/2023 10:37 AM BLR 05514 (Rev. 02/09/23) Page 6 of 6 AVG 1 EXHIBIT D Illinois Department COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET of Transportation ANNIVERSARY RAISE Local Public Agency County Section Number Village of Mount Prospect & City of Des Plaines I Cook I J23 -0017& -00 -RS Prime Consultant (Firm) Name Prepared By Date Bowman I JAshish,Shah= I Lin Consultant / Subconsultant Name Job Number Interra I JC -41-216,,-23, Note: This is name of the consultant the CECS is being completed for. This name appears at the top of each tab. Remarks PAYROLL ESCALATION TABLE CONTRACT TERM 6 MONTHS START DATE 3/1/2024 RAISE DATE ANNIVERSARY ESCALATION PER YEAR DETERMINE THE MID POINT OF THE AGREEMENT 3 OVERHEAD RATE 133.99= . COMPLEXITY FACTOR 0 % OF RAISE 1 2.00% CALCULATE THE ESCALATION FACTOR TO THE MIDPOINT OF THE CONTRACT 0.50% The total escalation for this project would be: 1 0.50% Printed 10/13/2023 3:29 PM BLR 05513 (Rev. 05/17/22) Page 1 of 6 Local Public Agency County Section Number Village of Mount Prospect & City of Des Plaine Cook 23-00178-00-RS Consultant / Subconsultant Name Job Number Interra C-91-216-23 PAYROLL RATES EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET ANNIVERSARY RAISE MAXIMUM PAYROLL RATE 78.00 ESCALATION FACTORI 0.50% I DOT CLASSIFICATION PAYROLL RATES CALCULATED RATE ON FILE Principal Engineer $78.00 $78.00 Project Manager $72.00 $72.36 Staff Engineer $33.00 $33.17 Administrative Assistant $23.33 $23.45 Sr. Materials Technician $51.80 $52.06 BLR 05513 (Rev. 05/17/22; Printed 10/13/2023 3:29 PM Page 2 of 6 Local Public Agency County Section Number Village of Mount Prospect & City of I Cook 23 -00178 -00 -RS Consultant / Subconsultant Name Job Number Interra C-91-216-23 Total SUBCONSULTANTS EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET ANNIVERSARY RAISE Name I Direct Labor Total I Contribution to Prime Consultant 0.00 0.00 NOTE: Only subconsultants who fill out a cost estimate that splits out direct labor may be listed on this sheet. Printed 10/13/2023 3:29 PM BLR 05513 (Rev. 05/17/22) Page 3 of 6 Local Public Agency County Section Number Village of Mount Prospect & City I Cook 23 -00178 -00 -RS Consultant / Subconsultant Name Job Number I nterra I C-91-216-23 DIRECT COSTS WORKSHEET List ALL direct costs required for this project. Those not listed on the form will not be eligible for reimbursement by the LPA on this project. EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET ANNIVERSARY RAISE ITEM ALLOWABLE QUANTITY RATE TOTAL Lodging (per GOVERNOR'S TRAVEL CONTROL BOARD Actual Cost U to state rate maximum)$0.00 Lodging Taxes and Fees per GOVERNOR'S TRAVEL CONTROL BOARD Actual Cost $0.00 Air Fare Coach rate, actual cost, requires minimum two weeks' notice, with prior IDOT approval $0.00 Vehicle Mileage (per GOVERNOR'S TRAVEL CONTROL BOARD Up to state rate maximum $0.00 Vehicle Owned or Leased $32.50/half day (4 hours or less) or $65/full day 8 $65.00 $520.00 Vehicle Rental Actual Cost (Up to $55/day) $0.00 Tolls Actual Cost $0.00 Parking Actual Cost $0.00 Overtime Premium portion (Submit supporting documentation) $0.00 Shift Differential Actual Cost (Based on firm's policy) $0.00 Overnight Delivery/Postage/Courier Service Actual Cost (Submit supporting documentation) $0.00 Copies of Deliverables/Mylars (In-house) Actual Cost (Submit supporting documentation) $0.00 Copies of Deliverables/Mylars (Outside) Actual Cost (Submit supporting documentation) $0.00 Project Specific Insurance Actual Cost $0.00 Monuments (Permanent) Actual Cost $0.00 Photo Processing Actual Cost $0.00 2 -Way Radio (Survey or Phase III Only) Actual Cost $0.00 Telephone Usage (Traffic System Monitoring Only) Actual Cost $0.00 CADD Actual Cost (Max $15/hour) $0.00 Web Site Actual Cost (Submit supporting documentation) $0.00 Advertisements Actual Cost (Submit supporting documentation) $0.00 Public Meeting Facility Rental Actual Cost (Submit supporting documentation) $0.00 Public Meeting Exhibits/Renderings & Equipment Actual Cost (Submit supporting documentation) $0.00 Recording Fees Actual Cost $0.00 Transcriptions (specific to project) Actual Cost $0.00 Courthouse Fees Actual Cost $0.00 Storm Sewer Cleaning and Televising Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 Traffic Control and Protection Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 Aerial Photography and Mapping Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 Utliity Exploratory Trenching Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 Testing of Soil Samples Actual Cost $0.00 Lab Services Actual Cost (Provide breakdown of each cost) 1 $3,446.00 $3,446.00 Equipment and/or Specialized Equipment Rental Actual Cost (Requires 2-3 quotes with IDOT approval) $0.00 $0.00 $0.00 $0.00 q-90 DRA LR 055%(U®v. 05/1 e 4 of 6 TOTAL DIRECT COSTS: $3,966.00 Local Public Agency County Section Number Village of Mount Prospect & City of Des Plai Cook 23 -00178 -00 -RS Consultant / Subconsultant Name Job Number Interra C-91-216-23 COST ESTIMATE WORKSHEET EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET ANNIVERSARY RAISE OVERHEAD RATE 1 133.99% COMPLEXITY FACTORI 0.00% TASK STAFF HOURS PAYROLL OVERHEAD & FRINGE BENEFITS DIRECT COSTS SERVICES BY FIXED FEE OTHERS TOTAL % OF GRAND TOTAL Project Management - - $3,966.00 - 3,966 25.90% Project Management 8 579 776 191 1,546 10.10% Reporting 6 199 267 66 532 3.47% Administrative 6 141 188 46 375 2.45% Materials QA & Testing 64 3,332 4,464 1,099 8,895 58.08% Subconsultant DL I 1 0 1 - TOTALS 1 84 4,251 5,695 1 3,966 1 1,402 11 15,314 1 100.00% M• BLR 05513 (Rev. 05/17/22) Printed 10/13/2023 3:29 PM Page 5 of 6 Local Public Agency County Section Number Village of Mount Prospect & City of Des Plaines Cook 23 -00178 -00 -RS Consultant / Subconsultant Name Job Number Interra C-91-216-23 AVERAGE HOURLY PROJECT RATES EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET ANNIVERSARY RAISE SHEET 1 OF 1 PAYROLL• CLASSIFIGATION HOURLY RATES -• MMMUM •. & Testing M= M= BLR 05513 (Rev. 05/17/22) Printed 10/13/2023 3:29 PM Page 6 of 6 Illinois Department �.n.p Direct Costs Check Sheet COMPANY NAME: Interra, Inc. ........................................... PTB NUMBER: 1 ........................................... TODAY'S DATE: 10/13/2023 Per Diem (per GOVERNOR'S TRAVEL CONTROL Up to state rate maximum $0.00 $0.00 BOARD) Lodging (per GOVERNOR'S TRAVEL CONTROL BOARD) ]Actual cost (Up to state rate maximum) $0.00] $0.00 Lodging Taxes and Fees Actual cost $0.00 $0.00 (per GOVERNOR'S TRAVEL CONTROL BOARD) Air Fare 'Coach rate, actual cost, requires minimum two weeks' notice, with $0.00; $0.00 3prior IDOT approval Vehicle Mileage (per GOVERNOR'S TRAVEL Up to state rate maximum $0.000 $0.00 CONTROL BOARD) Vehicle Owned or Leased 3$32.50/half day (4 hours or less) or $65/full day 8 $65.00] $520.00 Vehicle Rental Actual cost (Up to $55/day) $0.00 $0.00 Tolls 'Actual cost $0.w $0.00 Parking Actual cost $0.00 $0.00 Overtime 'Premium portion (Submit supporting documentation) D $24.64' $0.00 Shift Differential Actual cost (Based on firm's policy) $0.00 $0.00 Overnight Delivery/Postage/Courier Service 'Actual cost (Submit supporting documentation) $0.00' $0.00 Copies of Deliverables/Mylars (In-house) Actual cost (Submit supporting documentation) $0.00 $0.00 Copies of Deliverables/Mylars (Outside) 'Actual cost (Submit supporting documentation) $0.w $0.00 Project Specific Insurance Actual cost $0.00 $0.00 Monuments (Permanent) 'Actual cost $0.001 $0.00 Photo Processing Actual cost $0.00 $0.00 2 -Way Radio (Survey or Phase III Only) 'Actual cost $0.00, $0.00 Telephone Usage (Traffic System Monitoring Only) Actual cost $0.00 $0.00 CADD 'Actual cost (Max $15/hour) $0.00] $0.00 Web Site Actual cost (Submit supporting documentation) $0.00 $0.00 Advertisements 'Actual cost (Submit supporting documentation) $0.001 $0.00 Public Meeting Facility Rental Actual cost (Submit supporting documentation) $0.00 $0.00 Public Meeting Exhibits/Renderings &Equipment 'Actual cost (Submit supporting documentation) $0.00' $0.00 Recording Fees Actual cost $0.00 $0.00 Transcriptions (specific to project) 'Actual cost $0.001 $0.00 Courthouse Fees Actual cost $0.00 $0.00 Storm Sewer Cleaning and Televising 'Actual cost (Requires 2-3 quotes with IDOT approval) $0.00' $0.00 Traffic Control and Protection Actual cost (Requires 2-3 quotes with IDOT approval) $0.00 $0.00 Aerial Photography and Mapping 'Actual cost (Requires 2-3 quotes with IDOT approval) $0.001 $0.00 Utility Exploratory Trenching Actual cost (Requires 2-3 quotes with IDOT approval) $0.00 $0.00 Testing of Soil Samples* 'Actual cost $0.wO $0.00 Lab Services* Actual cost (Provide breakdown of each cost) $0.00 $0.00 Equipment and/or Specialized Equipment Rental* 'Actual cost (Requires 2-3 quotes with IDOT approval) $0.w $0.00 Lab - Standard Proctor (Soils) D $264.00 $0.00 Lab - Atterberg Limits D $132.00] $0.00 Lab - Grain Size with Hydrometer (Soils) 0 $238.00 $0.00 Lab -Organic Content (Wet Method) (Soils) 0 $153.00] $0.00 Lab - Wash Gradation (Aggregates) D $185.00 $0.00 Lab -Cylinders 6x12 -Compressive Strength (PCC) 0 $36.06 $0.00 Lab -Cylinders 48 -Compressive Strength (PCC) 30 $24.00 $720.00 Lab - Air Voids (Gmm & Gmb) (HMA) 2 $554.00] $1,108.00 Lab - AC Content & Gradation (Auto Ext) (HMA) 2 $317.00 $634.00 Lab - AC Content &Gradation (Ignition) (HMA) D $0.00] $0.00 Lab - Core Density (HMA) 12 $82.00 $984.00 Lab -Hamburg Wheel (Premade Samples) (HMA) 0 $1,030.00] $0.00 $0.00 $0.00 $0.00] $0.00 *If other allowable costs are needed and not listed lease add in the above s provided. . aces p P PRINTED 10/13/2023 RDE 436 (Rev. 02/02/17) COMPANY NAME: Interra, Inc. ........................................... PTB NUMBER: 1 ........................................... TODAY'S DATE: 10/13/2023 LEGEND W. 0. =Work Order J.S. = Job Specific Direct Costs Check Sheet PRINTED 10/13/2023 RDE 436 (Rev. 02/02/17) Direct Costs Breakdown Interra, Inc. Item Quantity Unit Rate Cost Vehicle Days 8 65 $ 520.00 Overtime (OT) 0 24.64 $ Lab - StandardProctor(Soils) 0 264 $ Lab - Atterberg Limits (Soils) 0 132 $ Lab - Grain Size with Hydro (Soils) 0 238 $ Lab - Organic Content (Soils) 0 153 $ Lab - Wash Gradation (Aggregates) 0 185 $ Lab -Cylinders 6x12 (PCC) 0 36 $ Lab -Cylinders 4x8 (PCC) 30 24 $ 720.00 Lab - Air Voids (Gmm & Gmb) (HMA) 2 554 $ 1,108.00 Lab - AC Content (Auto Ext) (HMA) 2 317 $ 634.00 Lab - Core Density (HMA) 12 82 $ 984.00 Lab - Hamburg (HMA) 0 1030 $ Total $ 3,966.00 00000000©©®0 Item Quantity Unit Rate Cost Vehicle Days 8 65 $ 520.00 Overtime (OT) 0 24.64 $ Lab - StandardProctor(Soils) 0 264 $ Lab - Atterberg Limits (Soils) 0 132 $ Lab - Grain Size with Hydro (Soils) 0 238 $ Lab - Organic Content (Soils) 0 153 $ Lab - Wash Gradation (Aggregates) 0 185 $ Lab -Cylinders 6x12 (PCC) 0 36 $ Lab -Cylinders 4x8 (PCC) 30 24 $ 720.00 Lab - Air Voids (Gmm & Gmb) (HMA) 2 554 $ 1,108.00 Lab - AC Content (Auto Ext) (HMA) 2 317 $ 634.00 Lab - Core Density (HMA) 12 82 $ 984.00 Lab - Hamburg (HMA) 0 1030 $ Total $ 3,966.00 , Uin impartment of, Tray 2300 South Dirksen Parkway I SpNngfieldl, Illinois 1627614 June 12, 2023 Subject: PRELIMINARY ENGINEERING Consultant Unit Prequalification File Michael Hannemann Bowman Consulting Group 1001 Warrenville Road Suite 110 Lisle, IL 60532 Dear Michael Hannemann, We have completed our review of your "Statement of Experience and Financial Condition" (SEFC) which you submitted for the fiscal year ending Dec 31, 2021. Your firm's total annual transportation fee capacity will be $29,600,000. Your firm's payroll burden and fringe expense rate and general and administrative expense rate totaling 173.05% are approved on a provisional basis. The rate used in agreement negotiations may be verified by our Bureau of Investigations and Compliance in a pre -award audit. Pursuant to 23 CFR 172.11(d), we are providing notification that we will post your company's indirect cost rate to the Federal Highway Administration's Audit Exchange where it may be viewed by auditors from other State Highway Agencies. Your firm is required to submit an amended SEFC through the Engineering Prequalification & Agreement System (EPAS) to this office to show any additions or deletions of your licensed professional staff or any other key personnel that would affect your firm's prequalification in a particular category. Changes must be submitted within 15 calendar days of the change and be submitted through the Engineering Prequalification and Agreement System (EPAS). Your firm is prequalified until December 31, 2022. You will be given an additional six months from this date to submit the applicable portions of the "Statement of Experience and Financial Condition" (SEFC) to remain prequalified. Sincerely, Jack Elston, P.E. Bureau Chief Bureau of Design and Environment SEFC PREQUALIFICATIONS FOR Bowman Consulting Group CATEGORY STATUS Special Services - Surveying X Structures - Highway: Simple X Special Studies - Traffic Studies X Special Studies - Feasibility X Structures - Highway: Typical X Structures - Railroad X Highways - Roads and Streets X Special Services - Construction Inspection X Highways - Freeways X Location Design Studies - Rehabilitation X Special Studies- Location Drainage X Location Design Studies - Reconstruction/Major Rehabilitation X Location Design Studies - New Construction/Major Reconstruction X Special Services - Project Controls X Special Services - Public Involvement X Special Studies - Safety X Hydraulic Reports - Waterways: Complex X Special Plans - Traffic Signals X Hydraulic Reports - Waterways: Typical X Special Services - Sanitary X Structures - Highway: Advanced Typical X X PREQUALIFIED A NOT PREQUALIFIED, REVIEW THE COMMENTS UNDER CATEGORY VIEW FOR DETAILS IN EPAS. S PREQUALIFIED, BUT WILL NOT ACCEPT STATEMENTS OF INTEREST J Lu z Lu 57 a U w Lu LH STATE OF ILLINOIS FOR INDEX OF SHEETS, HIGHWAY STANDARDS AND LEGEND DEPARTMENT OF TRANSPORTATION SEE SHEET NO. 02 PLANS FOR PROPOSED THIS PROJECT IS LOCATED FEDERAL AID HIGHWAI IN THE VILLAGE OF MOUNT PROSPECT AND THE CITY OF DES PLAINES FAU 1300 (CENTRAL ROAD) WESTGATE ROAD TO WOLF ROAD FUNCTIONAL CLASSIFICATION ROADWAY RESURFACING MINORA ROAD ARTERIAL PROJECT NUMBER: 164C(918) MINOR ARTERIAL TRAFFIC DATA VILLAGE OF MOUNT PROSPECT AND CENTRAL ROAD COOK COUNTY ADT: 13,500 (2022) JOB NO. C-91-216-23 POSTED SPEED LIMIT = 35 MPH SECTION NO. 23 -00178 -00 -RS og 0p 0g og o 10 20 0 0 11 so, 1001 ..... , 00 1" = 40' R 11 E SHEET NO. DESCRIPTION 1 COVER SHEET 2 INDEX OF SHEETS, STATE STANDARDS AND GENERAL NOTES 3-7 SUMMARY OF QUANTITIES 8 TYPICAL SECTION 9 SCHEDULE OF QUANTITIES 10-11 ROADWAY AND PAVEMENT MARKING PLAN 12-13 DRAINAGE AND UTILITY PLAN 13-25 ADA RAMP DETAILS 26-17 DETECTOR LOOP PLAN (FOR REFERENCE ONLY) 28 VILLAGE OF MOUNT PROSPECT DETAILS 29 BD -08: DETAILS FOR FRAMES AND LIDS ADJUSTMENT WITH MILLING 30 BD -24: CURB OR CURB AND GUTTER REMOVAL AND REPLACEMENT 31 BD -32: BUTT JOINT AND HMA TAPER DETAILS 32 TC -10: TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS AND DRIVEWAYS 33 TC -11: TYPICAL APPLICATIONS FOR RAISED REFLECTIVE PLACEMENT MARKERS (SNOW PLOW RESISTANT) 34 TC -13: DISTRICT ONE TYPICAL PAVEMENT MARKINGS 35 TC -16: SHORT TERM PAVEMENT MARKING LETTERS AND SYMBOLS 36 TC -22: ARTERIAL ROAD INFORMATION SIGN 37 TS -05: DISTRICT 1 - STANDARD TRAFFIC SIGNAL DESIGN DETAILS SHEET 2 - DETECTOR LOOPS 38 TS -07: DISTRICT 1 - DETECTOR LOOP INSTALLATION DETAILS FOR ROADWAY RESURFACING STANDARD NO. DESCRIPTION 000001-08 STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS 2 8000 1-0 7 TEMPORARY EROSION CONTROL SYSTEMS 424001-11 PERPENDICULAR CURB RAMPS FOR SIDEWALKS 424016-05 MID -BLOCK CURB RAMPS FOR SIDEWALKS 424021-06 DEPRESSED CORNER FOR SIDEWALKS 424026-03 ENTRANCE ( ALLEY PEDESTRIAN CROSSINGS 442101-09 CLASS B PATCHES 602001-02 CATCH BASIN TYPE A MAINTENANCE OF TRAFFIC NOTES 1. TRAFFIC CONTROL DEPICTED IN THE APPLICABLE IDOT AND DISTRICT ONE DEI STANDARDS ARE THE MINIMUM REQUIREMENTS, OTHER WORK OR SIGNINC REQUIRED BY THE ENGINEER. TRAFFIC CONTROL AND PROTECTION PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, DMS APPLICABLE GUIDELINES IN THE ILLINOIS MANUAL ON UNIFORM TRAFFIC DEVICES FOR STREETS AND HIGHWAYS; AND APPLICABLE HIGHWAY STANDS TRAFFIC CONTROL. UNLESS HEREIN REVISED. 2. THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND TRAFFIC DEVICES SHALL FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. 3. CONSTRUCTION WARNING SIGNS SHALL HAVE FLUORESCENT ORANGE BACKGR 4, EXISTING TRAFFIC CONTROL DEVICES ARE TO BE PROTECTED FROM DAMAG CONTRACTOR. ANY DAMAGE CAUSED BY THEIR WORK SHALL BE REPAIREE SATISFACTION OF THE ENGINEER. 5. W21-1 "WORKERS" SIGNS SHALL ONLY BE ERECTED WHEN WORKERS ARE WORKERS SIGNS MUST BE COVERED OR REMOVED WHEN NO WORKERS ARE I 6. "FRESH OIL" SIGNS (W21-2-48) WITH DATE SIGNS SHALL BE ERECTED 48 HOL TO PRIMING. 7. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. 8, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ACCESS TO THE PROPERTY AT ALL TIMES DURING CONSTRUCTION. 9. THE ENGINEER SHALL CONTACT FADI SULTAN, ARTERIAL TRAFFIC FIELD ENG F,=,DL�U!T`.N'Tl I INUT Aut'l' A MINIMUM OF TWO (2) WEEKS PRIOR TO THE Pt OF PERMANENT PAVEMENT MARKINGS. 10, THE CONTRACTOR SHALL CONTACT DISTRICT ONE ARTERIAL TRAFFIC SUPERVISOR AT K`_PA, `i..KANC A S ::C�'>C PG LI,INO;--.GOV A MINIMUM OF IN ADVANCE OF BEGINNING WORK. GENERAL NOTES 1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECII FOR ROAD AND BRIDGE CONSTRUCTION" ("STANDARD SPECIFICATIONS"). JANUARY 1, 2022: THE "SUPPLEMENTAL SPECIFICATIONS AND RECURRING PROVISIONS", ADOPTED JANUARY 1, 2024: THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HI, (IMUTCD); "THE STANDARD SPECIFICATIONS FOR THE WATER AND SEV1 CONSTRUCTION IN ILLINOIS" SEVENTH EDITION, THE DETAILS IN THE PLANS, SPECIAL PROVISIONS NAD IDOT STANDARD DRAWINGS INCLUDED IN THE C DOCUMENTS. 2. BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL (800)892-0123 OR 811 FOR FIELD LOCATIONS OF BURIED ELECTRIC, TELEPH GAS UTILITIES. (48 HOUR NOTIFICATION IS REQUIRED). THE LOCATION OF F PRIVATE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND THE ENGINI NOT GUARANTEE THEIR ACCURACY, 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, LOCAL POLICE DEPA LOCAL FIRE DEPARTMENTS, LOCAL POST OFFICES, LOCAL SCHOOL DISTRI VILLAGE OF MOUNT PROSPECT, AND THE CITY OF DES PLAINES AT LEAST ; PRIOR TO THE START OF CONSTRUCTION, 4. THE CONTRACTOR WILL NOT BE ALLOWED TO SET UP A YARD OR FIELD C VILLAGE OR CITY PROPERTY WITHOUT WRITTEN PERMISSION FROM THE VILLA( 5. ALL DAMAGE TO EXISTING PAVEMENT MARKINGS OR RAISED REFLECTIVE I MARKERS OUTSIDE THE REMOVAL LINE SHOWN ON THE PLANS SHALL BE REP NO ADDITIONAL COST TO THE VILLAGE. CODE NO ITEM UNIT TOTAL QUANTITY 20101000 TEMPORARY FENCE FOOT 200 20101200 TREE ROOT PRUNING EACH 10 20200100 EARTH EXCAVATION CU YD 10 20101400 NITROGEN FERTILIZER NUTRIENT POUND 7 20101500 PHOSPHORUS FERTILIZER NUTRIENT POUND 7 20101600 POTASSIUM FERTILIZER NUTRIENT POUND 7 21101615 TOPSOIL FURNISH AND PLACE, 4' SQ YD 150,04 25000110 SEEDING, CLASS IA ACRE 0,031 25200200 SUPPLEMENTA_ WATERING UNIT 2 28000510 INLET FILTERS EACH 48 35101600 AGGREGATE BASE COURSE, TYPE B 4' SQ YD 20 35101800 AGGREGATE BASE COURSE, TYPE B 6" SO YD 10 40600290 BITUMINOUS MATERIALS (TACK COATI POUND 12500 40600370 LONGITUDINAL JOINT SEALANT FOOT 10220 COODE ITEM UNIT QTOOTAL ITY 40600982 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 179 40600990 TEMPORARY RAMP SQ YD 54 40603085 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 TON 2643 40604122 POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG. MIX 'E". N70 TON 1866 42001300 PROTECTIVE COAT SQ YD 819 42300400 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 8 INCH SQ YD 111 42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 3250 42400410 PORTLAND CEMENT CONCRETE SIDEWALK 8 INCH SQ FT 380 42400800 DETECTABLE WARNINGS SQ FT 200 44000165 HOT-MIX ASPHALT SURFACE REMOVAL, 4" SQ YD 18500 44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 334 44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 1095 44000600 SIDEWALK REMOVAL SQ FT 3250 44200934 CLASS B PATCHES, TYPE Il, 8 INCH SQ YD 179 COO, ITEM UNIT TOTAL QUANTITY 44201297 DOV4EL BARS 1" EACH 800 60200405 CATCH BASINS, TYPE A, 4'-DIAi 1ETER, TYPE 4 FRAME AND GRATE EACH 1 60235800 INLETS, TYPE A, TYPE 4 FRAME AND GRATE EACH 5 60404400 FRAMES AND GRATES, TYPE 4 EACH 2 60406100 FRAMES AND LIDS, TYPE 1, CLOSED LID EACH 2 60500050 REMOVING CATCH BASINS EACH 1 60500060 REMOVING INLETS EACH 5 60604400 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 FOOT 1095 67100100 MOBILIZATION L SUM 1 66900200 NON -SPECIAL WASTE DISPOSAL CU YD 10 66900530 SOIL DISPOSAL ANALYSIS EACH 1 66901001 REGULATED SUBSTANCES PRE -CONSTRUCTION PLAN L SUM 1 66901003 REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT L SUM 1 66901006 REGULATED SUBSTANCES MONITORING CAL DA 2 CODE NO. ITEM UNIT TOTAL QUANTITY 70102635 TRAFFIC CONTROL AND PROTECTION, STANDARD 701701 L SUM 1 70102640 TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 LSUM 1 70300100 SHORT TERM PAVEMENT MARKING FOOT 2733 70300150 SHORT TERM PAVEMENT MARKING REMOVAL SO FT 305 78000100 THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS SO FT 406 78000200 THERMOPLASTIC PAVEMENT MARKING - LINE 4' FOOT 5200 78000400 THERMOPLASTIC PAVEMENT MARKING - LINE 6' FOOT 2510 78000600 THERMOPLASTIC PAVEMENT MARKING - LINE 12' FOOT 90 78000650 THERMOPLASTIC PAVEMENT MARKING - LINE 24' FOOT 130 88600600 DETECTOR LOOP REPLACEMENT FOOT 200 X0320050 CONSTRUCTION LAYOUT (SPECIAL) L SUM 1 X6026050 SANITARY MANHOLES TO BE ADJUSTED EACH 4 X6030310 FRAMES AND LIDS TO BE ADJUSTED (SPECIAL) EACH 22 X7810301 RECESSED REFLECTIVE PAVEMENT MARKER (HMA) EACH 210 I 1.0' 5.0' 12.0' I 31 0 WI I I 4 5 I 1.0' 5.0' 12.0' I 31 O of XI W .- .- _ .- .- _ .- .- .- LEGEND: B-6.18 u B— 6.18 lO EXISTING P.C.C. BASE, 6 - 8+ INCHES O2 EXISTING HMA OVERLAY, 4 INCHES AVERAGE n 100.0' L^] THRU LANE THRU LANE TURN LANE THRU LANE THRU LANE B-6.18 12.0' 12.0' 12.0' 12.0' 12.0' 12.0' -7 LJ L—J I I 2.0°6 _ I 2.0 9* 2 1 3 5 EXISTING TYPICAL SECTION STA 9+48 (PROJECT BEGINS) TO STA 35+03 (PROJECT ENDS) LOOKING EAST *AS DETERMINED 100.0' THRU LANE THRU LANE TURN LANE THRU LANE THRU LANE B-6.18 12.0' 12.0' 12.0' 12.0' 12.0' 12.0' Li v L—J 2.0% 1 9* 1 7 1 1 PROPOSED TYPICAL SECTION STA 9+48 (PROJECT BEGINS) TO STA 35+03 (PROJECT ENDS) LOOKING EAST NOTES: 1. HOT -MIX ASPHALT SURFACE REMOVAL, 4'' SHALL CONSIST OF THE REMOVAL OF ALL EXISTING HOT-NIIX ASPHALT ABOVE THE EXISTING H MIXTURE TYPE PAVEMENT RESURFA HOT -MIX ASPHALT BI POLYMERIZED HOT -N DRAINAGE AND UTILITY STRUCTURE SCHEDULE STATION OFFSET EXISTING STURCTURE DRAINAGE AND UTILITY STRUCTURE TO BE ADJUSTED SANITARY MANHOLES TO BE ADJUSTED FRAMES AND LIDS TO BE ADJUSTED (SPECIAL) REMOVING INLETS INLETS, TYPE A, TYPE 4 FRAME AND GRATE 10+02.8 13. 1' LT ST MH X 10+08.1 30.2' RT ST CB X 10+319 46� I' LT SAN MH X 10+38.8 36.2' LT ST CB X 10+67�7 3 1 �0' RT ST IN X X 11+41.8 14.2' LT ST MH X 11+41.8 30.4' LT ST CB X 11+61�9 30�2' RTI ST CB X 12+25.7 42.0' LT SAN MH X 12+72�6 123' LT ST MH X 12+91.1 30.3' LT ST CB X 12+95.9 30.3' RT ST CB X 14+293 33� I' LT ST CB X 14+33.4 10.3' LT ST MH X 14+47�8 37�7' LT VV X 14+60.7 42.0' LT SAN MH X 14+78.5 30.3' LT VV X 15+59�6 30�5' LT ST CB X 15+88.7 30.5' LT ST CB X 15+89�O 29�8' RT ST CB X 15+94.7 10.7' LT ST MH X 16+64.1 2 9.9' RT ST CB X 17+13�4 30�2' LT ST CB X 17+17.3 10.91 LT ST MH X 17+56�7 30�5' RT VV X 17+68.9 37.3' RT SAN MH X 18+06.4 40.5' RT VV X 19+55�2 30�2' RT ST CB X 19+59.8 10.5' LT ST MH X 19+60�O 30� I' LT ST CB X 20+53.3 30.3' RT ST CB X X 20+56.4 30.4' LT ST CB X 20+56�9 12�8' LT ST MH X 21+30.7 30.9' RT ST CB X 21+42�4 37�2' LT ST CB X 21+43.5 12.7' LT ST MH X 22+49.3 30.3' LT ST CB X 22+7&8 13� I' LT ST MH X 23+73.2 14.5' LT ST MH X 23+76�9 303' RT ST CB X 24+74.5 30.3' LT ST IN X X 24+81�5 35�0' RT ST CB X 24+903 123' LT ST MH X 25+80.0 30.5' RT ST CB X 25+80�9 113' LT ST MH X 26+94.6 30.7' RT ST CB X 26+95�4 303' LT ST IN X X 27+03A 30�7' RT ST CB X 27+07.8 30.2' LT ST IN X X 27+16�2 10�91 LT ST MH X 28+34.0 12.8' LT ST MH X 28+37�7 3&5'1 LT Vv- X 28+423 34�5'1 LT I ST CB X 28+89.3 22.7'1 RTI DP VV X CURB -- IMPROVE O WESTGATE RD I 4 IIY I 11 I � I d I 4� 9 11 1 _DETECTOR LOOP REPLACEMENT O a HOT -MIX ASPHALT SURFACE REMOVAL, 4" HOT -MIX ASPHALT BINDER COURSE. IL -19.0. N70.2.5 \\ IMA ;' • 0 b J \\ HM -------------r---r-----------------8 \ , —IT T - -- -- -- -- - \ tt - I I I — ------ I I HUA I PROJECT BEGINS I I I j sTA.9+4s UNITY NORTHWEST CHURCH i i 1285 I PARKING LOT I I DRIVEWAY I I I I HW I D I y IMA----------------------- '' o I ® I I IMA I I HW Awl s lIVEWAYI I DRIVEWAY1s j '--e I I I PROPOSED PAVEMENT MARKING LEGEND POLYMERIZED HOT -MIX ASPHALT SURFACE COURSE, IL -9.5, MIX"E", N70,1.751, SURFACING LIMITS THERMOPLASTIC PAVEMENT MARKING LINE 4", 2 @ 4", SOLID, (5 THERMOPLASTIC PAVEMENT MARKING LINE 4", SKIP -DASH, WHITE, \\ X304 I sRE LT 3 10' LINE - 30' SPACE - LANE LINES (TYP.) 02 DRIVEWAY (6 - - - - - - - - - - I PROPOSED YELLOW - LINE (TYP.) LANE MARKINGS (TYP.) LANE MARKINGS (TYP.) 03 CURB RAMP IMPROVEMENT 07 THERMOPLASTIC PAVEMENT MARKING LINE 6', SKIP -DASH, WHITE, YELLOW, 10' LINE - 30' SPACE - LINE (TYP.) 2' LINE - 6' SPACE - DOTTED LINES (TYP.) ROADWAYLEGEND 0 THERMOPLASTIC PAVEMENT MARKING LINE 12", SOLID (H THERMOPLASTIC PAVEMENT MARKING LINE 6", 2 ) 6", SOLID, WHITE - CROSSWALK ® HOT -MIX ASPHALT SURFACE REMOVAL - BUTT JOINT YELLOW - PAINTED MEDIAN DIAGONALS (TYP.) (SEE DISTRICT \SEX I DETAIL TC -13 FOR SPACING) - ROw/ - -- -- -- -- -- -- -- — - -- - - -- --t - O - -- -- -- -1 -- -- -1 - - -- -- -- - -_-- ------ — /12.0' — 3 O 2 RECESSED REECTIVE FL 12.0' PAVEMENT MARKERS o E CENTRAL RD (TVP) (NOT SHOWN) + W + )+w11+Do _.. + + _ ...42.0 + 100.0 + _ _ H+50. 12+00 12+50 13+D0.... 13+50 — 2 � 12.0' \\ IMA ;' • 0 b J \\ HM -------------r---r-----------------8 \ , —IT T - -- -- -- -- - \ tt - I I I — ------ I I HUA I PROJECT BEGINS I I I j sTA.9+4s UNITY NORTHWEST CHURCH i i 1285 I PARKING LOT I I DRIVEWAY I I I I HW I D I y IMA----------------------- '' o I ® I I IMA I I HW Awl s lIVEWAYI I DRIVEWAY1s j '--e I I I PROPOSED PAVEMENT MARKING LEGEND (1 THERMOPLASTIC PAVEMENT MARKING LINE 4", 2 @ 4", SOLID, (5 THERMOPLASTIC PAVEMENT MARKING LINE 4", SKIP -DASH, WHITE, (9 THERMOPLASTIC PAVEMENT MARKING LINE 24", SOLID, WHITE, STOP LINES (TYP.) YELLOW, 11" C -C - CENTERLINE (TYP.) 10' LINE - 30' SPACE - LANE LINES (TYP.) 02 THERMOPLASTIC PAVEMENT MARKING LINE 4", SOLID, (6 THERMOPLASTIC PAVEMENT MARKING LINE 6", SOLID, WHITE - TURN 0 THERMOPLASTIC PAVEMENT MARKING LETTERS & SYMBOLS, SOLID, WHITE - TURN YELLOW - LINE (TYP.) LANE MARKINGS (TYP.) LANE MARKINGS (TYP.) 03 THERMOPLASTIC PAVEMENT MARKING LINE 4", SKIP -DASH, 07 THERMOPLASTIC PAVEMENT MARKING LINE 6', SKIP -DASH, WHITE, YELLOW, 10' LINE - 30' SPACE - LINE (TYP.) 2' LINE - 6' SPACE - DOTTED LINES (TYP.) ROADWAYLEGEND 0 THERMOPLASTIC PAVEMENT MARKING LINE 12", SOLID (H THERMOPLASTIC PAVEMENT MARKING LINE 6", 2 ) 6", SOLID, WHITE - CROSSWALK ® HOT -MIX ASPHALT SURFACE REMOVAL - BUTT JOINT YELLOW - PAINTED MEDIAN DIAGONALS (TYP.) (SEE DISTRICT LINES (PEDESTRIAN) (TYP.) DETAIL TC -13 FOR SPACING) /1400 DRIVEWAY SLK THROUGH DRIVEWAY _MENT REMOVAL PAVEMENT. B INCH F---® ------• ------------------- --------- ---------- B 2 12.0' O ,1� 50 _ 17+001z.o �hl�id + 8 + 1"""Do 3 2 ;TALL SIDEWALK THROUGH DRIVEWAY IVEWAV PAVEMENT REMOVAL C DRIVEWAY PAVEMENT, 8INCH E I INSTALL SIDE WALK THROUGH DRIVEWAY #1400 1 DRIVEWAY PAVEMENT REMOVAL DRIVEWAY 1 PCC DRIVEWAY PAVEMENT. 8 INCH 1 1 HOT -MIX ASPHALT SURFACE REMOVAL, 9. 1 HOT -MIX ASPHALT BINDER COURSE, 2.5" 1 POLYMERIZED HOT -MK ASPHALT SURFACERFACE COU COURSE.IL-9.5, IN IX"E", N],1 1 PROPOSED 1 CURBRAMP - IMPROVEMENT -- -- - -- -- -- - -- - E CENTRAL RD 19+50 20+00 RECESSED REFLECTIVE PA FIKIIENT MARKERS 20+50 I I #1500 HOT -MIX ASPHALT SURFACE REMOVAL, 4" PARKING LOT HOT -MIX ASPHALT BINDER COURSE, IL -19.0. N70. 2.5" POLYMERIZED HOT -MIX ASPHALT SURFACE COURSE. IL -9.5, IN IX"E", N70,1.751, HMA I 1 j PROPOSED CUR ) � RAMP IMPROVEMEN I .------------------/ T ----T------------------_ ----- 'A XI HYA = p - s S / � � 7 —L'`�� `- -` `- - ,zp' ° E CENTRAL RD j° ro I 4n +d THERMOPLASTIC PAVEMENT MARKING LINE 4", 2 @ 4", SOLID, „3 ° 54.p' M p------- ---------- — — — — — — — — — — — — — — — — ---- CNI — — — — — — — --------- THERMOPLASTIC PAVEMENT MARKING LINE 4", SOLID, 0 ------------------- 4--------------------- 0 THERMOPLASTIC PAVEMENT MARKING LETTERS & SYMBOLS, SOLID, WHITE - TURN --------------- Q L ,1 r i i--- — — — — LANE MARKINGS (TYP.) I THERMOPLASTIC PAVEMENT MARKING LINE 4", SKIP -DASH, 0' THERMOPLASTIC PAVEMENT MARKING LINE 6', SKIP -DASH, WHITE, ?�= II v O 2' LINE - 6' SPACE - DOTTED LINES (TYP.) ROADWAYLEGEND _ II 1111 LJ .—--________. ® HOT -MIX ASPHALT SURFACE REMOVAL - BUTT JOINT #580 I I Z II I ----_—_ 24+0 101.0• 1 "I iX ROW — J = DETAIL TC -13 FOR SPACING) R2.0' U H -------- 4� , LN I #1500 HOT -MIX ASPHALT SURFACE REMOVAL, 4" PARKING LOT HOT -MIX ASPHALT BINDER COURSE, IL -19.0. N70. 2.5" POLYMERIZED HOT -MIX ASPHALT SURFACE COURSE. IL -9.5, IN IX"E", N70,1.751, HMA I 1 j PROPOSED CUR ) � RAMP IMPROVEMEN I .------------------/ T ----T------------------_ ----- 'A XI HYA = p - s S / � � 7 —L'`�� `- -` `- - ,zp' ° E CENTRAL RD j° ro HD —+ — — — — — +— — o _.. Z.... 27+00 sD s RECESSED REFLECTIVE PAVEMENT MARKERS (TYP) (NOT SHOWN) --------------------- --------------- tt— ----------------------- 9 STEVE + 28+00 PROPOSED CURB [ IE1,13 ----- 3J ------ PROPOSED PAVEMENT MARKING LEGEND I #2 DEBBIE DR —70 THERMOPLASTIC PAVEMENT MARKING LINE 4", 2 @ 4", SOLID, BUTT JOINT (TYP) 54.p' 120 p------- ---------- — — — — — — — — — — — — — — — — ---- 10' LINE - 30' SPACE - LANE LINES (TYP.) — — — — — — — --------- THERMOPLASTIC PAVEMENT MARKING LINE 4", SOLID, 0 ------------------- 4--------------------- 0 THERMOPLASTIC PAVEMENT MARKING LETTERS & SYMBOLS, SOLID, WHITE - TURN --------------- EX ROW I r L ,1 r i i--- — — — — LANE MARKINGS (TYP.) I THERMOPLASTIC PAVEMENT MARKING LINE 4", SKIP -DASH, 07 THERMOPLASTIC PAVEMENT MARKING LINE 6', SKIP -DASH, WHITE, ?�= II v RESUIRFACING LIMITSf II 2' LINE - 6' SPACE - DOTTED LINES (TYP.) ROADWAYLEGEND _ II 1111 IIjI se RT II .—--________. ® HOT -MIX ASPHALT SURFACE REMOVAL - BUTT JOINT #580 I I �I II I ----_—_ #88I 1 "I iX ROW — Q-------------------------- DETAIL TC -13 FOR SPACING) --------------------------------- -------- PATRICIA LN HD —+ — — — — — +— — o _.. Z.... 27+00 sD s RECESSED REFLECTIVE PAVEMENT MARKERS (TYP) (NOT SHOWN) --------------------- --------------- tt— ----------------------- 9 STEVE + 28+00 PROPOSED CURB [ IE1,13 ----- 3J ------ PROPOSED PAVEMENT MARKING LEGEND ¥4 DEBBIE DR #2 DEBBIE DR THERMOPLASTIC PAVEMENT MARKING LINE 4", 2 @ 4", SOLID, (D THERMOPLASTIC PAVEMENT MARKING LINE 4", SKIP -DASH, WHITE, (D THERMOPLASTIC PAVEMENT MARKING LINE 24", SOLID, WHITE, STOP LINES (TYP.) YELLOW, 11" C -C - CENTERLINE (TYP.) 10' LINE - 30' SPACE - LANE LINES (TYP.) 02 THERMOPLASTIC PAVEMENT MARKING LINE 4", SOLID, (6 THERMOPLASTIC PAVEMENT MARKING LINE 6", SOLID, WHITE - TURN 0 THERMOPLASTIC PAVEMENT MARKING LETTERS & SYMBOLS, SOLID, WHITE - TURN YELLOW - LINE (TYP.) HOT -MIX ASPHALT SURFACE REMDVAL, 4" HOT-MI%ASPHALT BINDER COURSE. IL -19.0, N70, 25" LANE MARKINGS (TYP.) LANE MARKINGS (TYP.) 03 THERMOPLASTIC PAVEMENT MARKING LINE 4", SKIP -DASH, 07 THERMOPLASTIC PAVEMENT MARKING LINE 6', SKIP -DASH, WHITE, YELLOW, 10' LINE - 30' SPACE - LINE (TYP.) 9.5,101WE", N7p 1.75" 2' LINE - 6' SPACE - DOTTED LINES (TYP.) ROADWAYLEGEND 0 THERMOPLASTIC PAVEMENT MARKING LINE 12", SOLID (H THERMOPLASTIC PAVEMENT MARKING LINE 6", 2 ) 6", SOLID, WHITE - CROSSWALK ® HOT -MIX ASPHALT SURFACE REMOVAL - BUTT JOINT ------- ----------------------- YELLOW - PAINTED MEDIAN DIAGONALS (TYP.) (SEE DISTRICT LINES (PEDESTRIAN) (TYP.) 1 "I iX ROW — Q-------------------------- DETAIL TC -13 FOR SPACING) --------------------------------- ¥4 DEBBIE DR #2 DEBBIE DR #3 DEBBIE DR STORE PARKING LOT j 1 HOT -MIX ASPHALT SURFACE REMDVAL, 4" HOT-MI%ASPHALT BINDER COURSE. IL -19.0, N70, 25" ««<, 1 1 1 POLYMERIZED HOT -MIX ASPHALT SURFACE COURSE, 11 9.5,101WE", N7p 1.75" Ei HYA 1 H ------------------ ------- ----------------------- -------------- 1 "I iX ROW — Q-------------------------- --------------------------------- -------- ------- Q K( o � ----------------------------------- -------- -- ---- a �—��0-1 _������� ---- ���—��� `RECESSED M�������—�������� REFLECTIVE 12.0' PAVE ENT MARKERS 12.0' (TYP) (NOT SHOWN) ------10--- 155.0' R250' °12.prHo 6 — j° 12.0' LJ _ECENTRAL_RD — — Z __ 37+ 31+ + 0 32+00 + _ ,zp 1 + �32+50 +.— _ 33+50 _ z 34+00 34+50 12.0' R20 0' = " RECESSED REFLECTNE ' TMORKFRc I — 60.0' —....— — — 110.0' k 4 1 I I �' IIJY I ADl #3 -7 —T �1 ----0SA—ADN—J --\7—\ --\-- ---------1I ,�— A—---------3"`—sz —1T— --�—__i___— _____ ------------------------------------------------------- - ----------- J - —=-------- — A ________—_ SP — O O SP + + w 10+00 _... 10+50 +�._ 11+00+ _.. H++50 CD. 12+00 12+50 13+D0 13+50 --------- AD ----- HM — -- --- — —1 -- -- -- -- —"`— -- ® -- -- -- — -- — -- tt — -- -- -3— -- —1 ! 1— -- —J — -- -- -- -- -- -- -- -- -- —1 -- —J-- -- -- -- -- -- -- -- -- 0—L— -- --------- r ---r-----------------8 ------------------- ---------------r--- I I_______________________ _________— i I I I I I I I I Z-" I PROJECT BEGINS I I I I I I I I STA. 9+48 I i I i i i i e REMOVING INLETS INLETS, TYPE A, TYPE 4 FRAME AND GRATE (MATCH EXISTING INVERT AND RIM ELEVATIONS) STRUCTURE ADJUSTMENT LEGEND REC DRAINAGE OR UTILITY STRUCTURE TO BE RECONSTRUCTED ADJ DRAINAGE OR UTILITY STRUCTURE TO BE ADJUSTED SAN SANITARY MANHOLES TO BE ADJUSTED ADJ SP FRAMES AND LIDS TO BE ADJUSTED (SPECIAL) I I I I I I I I O----------yam`----------- ------ LO® ------------------- + , 1 c0_____________ _____ AD1 W O SP 1--- - ----- ---4®---------- ;------ R-- I Ld Z 50 _17+00 ' 17�.+ 18+00 + _.� 18+50 19+OD J U a ADJ ADJ SAN ADl r ADJ OSP OSP 19+50 20+00 ADl 20+50 21+06 r REMOVING INLETS INLETS, TYPE A, TYPE 4 FRAME AND GRATE (MATCH EXISTING INVERT AND RIM ELEVATIONS) REMOVING INLETS INLETS, TYPE A, TYPE 4 FRAME AND GRATE (MATCH EXISTING INVERT AND RIM ELEVAT I I 11 0 -------------------------- r ---------------- r-------------- I 11 I I I -- — P -r- --------- I 11 II I I I 11 I I '•-��- - ------ - STRUCTURE ADJUSTMENT LEGEND 7-71 REG DRAINAGE OR UTILITY STRUCTURE TO BE RECONSTRUCTED ADJ DRAINAGE OR UTILITY STRUCTURE TO BE ADJUSTED SAN SANITARY MANHOLES TO BE ADJUSTED ADJ SP FRAMES AND LIDS TO BE ADJUSTED (SPECIAL) O---------------------------------- O�= +? _- O M U) w- - - - - - - - - - - - - - - Z m No REMOVING CATCH BASINS CATCH BASINS, TYPE A, 4' -DIAMETER, TYPE 4 FRAME AND GRATE (MATCH EXISTING INVERT AND RIM ELEVATIONS) ------------------- -------`—®—-------------------------------- — 1 1 1 1 1 y 1 1 e+ 1 -------------------------------------_---------------------1=--------------- oL-- --------------------------------- ° —----------- JADJJ JADJJ R25.0• SP o G J - - -+ - - - - - - - - _ 32+00 + -r32+50 z _ z +00� 34 + • Rz.o' 0 33+50 � 34+ +50 I I I I I I 11 f I I 4Y — — — — — I i O---------------------------------- ---------------------------------- ------------------------ ----y- ------- ------- ----- ---------- ---- 0 ----------------- ---------------------- -_---- - ---------------- tt T � + -! tt o M `L'`�� N °O R25 0' SP ° SP p SP O ° w — — — — 24+0 — — — . — — — — — — — — �.... 24+SD ..25+00 + � + J 25+50 1.1227++00 R2.0' — — — — — — — — _ _ — — 50 28+00 U F-711 rn 1 r1 r. 0 -------------------------- r ---------------- r-------------- I 11 I I I -- — P -r- --------- I 11 II I I I 11 I I '•-��- - ------ - STRUCTURE ADJUSTMENT LEGEND 7-71 REG DRAINAGE OR UTILITY STRUCTURE TO BE RECONSTRUCTED ADJ DRAINAGE OR UTILITY STRUCTURE TO BE ADJUSTED SAN SANITARY MANHOLES TO BE ADJUSTED ADJ SP FRAMES AND LIDS TO BE ADJUSTED (SPECIAL) O---------------------------------- O�= +? _- O M U) w- - - - - - - - - - - - - - - Z m No REMOVING CATCH BASINS CATCH BASINS, TYPE A, 4' -DIAMETER, TYPE 4 FRAME AND GRATE (MATCH EXISTING INVERT AND RIM ELEVATIONS) ------------------- -------`—®—-------------------------------- — 1 1 1 1 1 y 1 1 e+ 1 -------------------------------------_---------------------1=--------------- oL-- --------------------------------- ° —----------- JADJJ JADJJ R25.0• SP o G J - - -+ - - - - - - - - _ 32+00 + -r32+50 z _ z +00� 34 + • Rz.o' 0 33+50 � 34+ +50 BENCHMARK CENTER OF I MANHOLE COVER I STA: 14+43.0 OFFSET: 63.7' LT I ELEV: 100.00 ,J #1306 I n DRIVEWAY HMA 10% III 2.5% II 2.4'- 15.0' 2.9% 5.0' o° 2.7°/a g 2.4% N 14+50 lit 0 I I II II I � II IIS I � II IIII AA 4.0' B B 0.0% 1 0.2% I II S 12.0' j L R10 Q -�5.0' Z 0 M gam'' 0 2.3% 0 10% o — 5.0' N o s _2.3% " _1.0% m – N 8.0' Y P T X O 1.0% E CENTRAL RD Q X #1400 ST. EMILY CHURCH 8c SCHOOL WEST DRIVE CONSTRUCT SIDEWALK THROUGH DRIVEWAY O A 5.0' 5.0 5.0' 1.2` N 2.6°0/ 4.2% 0.4°/ 0 ::'/. o°o4.1% 0.4° ` 0.1.24.1 / 1.0% H M A P BENCHMARK BOLT ON FIRE HYDRANT ADJACENT TO THE "M" IN "IMULLER" STA: 15+80.5 OFFSET: 35.6' LT ELEV: 101.30 H 1.0% 16+00 WAY w �o 5.0' 8 °/ i 1.0% ---(N DRIVEWAY PAVEMENT REMOVAL PCC DRIVEWAY PAVEMENT, 8 INCH E CENTRAL RD 5.0' I #1400 ST. EMILY CHURCH 8c SCHOOL MIDDLE DRIVEWAY CONSTRUCT II II SIDEWALK THROUGH II DRIVEWAY `DRIVEWAY PAVEMENT REMOVAL PCC DRIVEWAY PAVEMENT, 8 INCH 18+00 E CENTRAL RG I BENCHMARK BOLT ON FIRE HYDRANT ADJACENT TO THE "M" IN "MULLER'' STA: 19+02.6 OFFSET: 35.0' LT ELEV: 100.00 a ST. 5.0' E CONSTRU SIDEWA THROUi DRIVEW 5.0' IN ! 11.00% 03.84.% 5.0'%4.0% 1.00ro 1.0% D Fa i v DRIVEWAY PAVEMENT REMOVAL PCC DRIVEWAY PAVEMENT, 8 INCH STATION OFFSET ELEVATION A 19+69.3 44.2' LT (97.96') B 19+69.3 39.2' LT (97.83') C 19+74.3 44.2' LT 97.91' D 19+74.3 39.2' LT 97.86' E 19+79.3 44.2' LT 97.71' F 19+79.3 39.2' LT 97.66' G 19+84.3 44.2' LT (97.52') H 19+84.3 39.2' LT 97.47' I 20+05.4 44.2' LT (97.63') J 20+05.4 39.2' LT 97.58' K 20+10.4 44.2' LT 97.76' L 20+10.4 39.2' LT 97.71' M 20+15.4 44.2' LT 97.89' N 20+15.4 39.2' LT 97.84' O 20+20.4 44.2' LT (97.94') P 20+20.4 39.2' LT (97.76') Q 19+94.8 44.2' LT 97.25' R 19+94.8 39.2' LT 97.20' BENCHMARK BOLT ON FIRE HYDRANT ADJACENT TO THE "M" IN "MULLER'' STA: 19+02.6 OFFSET: 35.0' LT ELEV: 100.00 a ST. 5.0' E CONSTRU SIDEWA THROUi DRIVEW 5.0' IN ! 11.00% 03.84.% 5.0'%4.0% 1.00ro 1.0% D Fa i v DRIVEWAY PAVEMENT REMOVAL PCC DRIVEWAY PAVEMENT, 8 INCH ADDITIONAL SQUARES AS NEEDED TO TIE INTO EXISTING SIDEWALK FALV E CENTRAL RD G 4.0' H I 0.6% 8.7' 3.2' C A C T— 0.5% K 6.6' E / N 10.2' N m —� 0 1.4% 0 1.3 % a 6.4% o 5.0' o © o egeg M 1.-0 1.3% ~6.4%~ egeg F / / L BENCHMARK TOP OF PCC FOUNDATION OF LIGHT POLE STA: 27+81.9 OFFSET: 37.6' LT ELEV: 100.00 E HMA 28+15 CENTRA AA 4 \B \° 2.3% Z 3.3' ° U0 5.0' 8.6' 4 .0 79/ 3 .2 ° vovo o 4.4% 4.09/. 0.8 ° R 1.3% \4.7' _ 5.0' L RD 17+00 BENCHMARK TOP OF PCC FOUNDATION 17+50 0F3.1 5.0' i 0 F- 6.1' 1.2% E CES 2.6' 'AM7191 H 22+00 E CENTRAL RD 21+67 Q III I- � U III r-- I u 25+00 E CENTRAL RD z5+oo ADA RAMPS WERE REBUILT AS PART OF j WATER MAIN PROJECT ON PATRICIA LANE RAMPS DO NOT NEED TO BE REPLACED AS PART OF THIS PROJECT S U + 28+00 v + 28+50 E CENTRAL RG z8+so 0 3.9' 6.7' O C E G � A 1.0% 1.0% % - M 1. 2 1 4.4% 1.0% 7.3% 4.7' Ln 5.0 pea 4.4% 4.4% 1.0% 7.2%x ' ge' N 5.0, I a K BF 6.7`: ni H 2.4' 1.6 % (2.0%) `1 O 1 P 4.9' Q 0 D U 5.0' 1.0%X Z T / 4. 7.1' V 5.4%0 1.0%0 0.4% a S 4 0.2% o: 5.40 1.0%`-' 1.3% cy 9.8' �( R J5' 0 Y N (2.0%) BB 'I 5.0' 1.5% I I EE FF I 31+50 N jEll \ L 5.4' 7.6' HMA A C E ® M I T w 2.0% 0 3.2% 1.0% 6 a o 6.9 0 C 5.0 1.0% 3.2%0 1.0% �� , °° N B F41�' • K 0 0 7.0' re--�j H z (1.4%) P 5.0' rO/� I � III W 32+00 5.0' 1-6.9 8.01 1.0% 0. %l -- 16.4 I� 2.3 6.3 n,1 EE (1.6%) L 5.0' FF NOTES: DETECTOR LOOP SCALL HAV L S OWN 1" COILAB_E NON -M A- C NDi'T BETWEEN THE EDGE OF PAVEMENT AND HE D -AC_dT H NDHOLE AS SHOWN ON THE PLANS AND AS STAT .� N THE P_.TFE=C SIGNAL SPECIFICATIONS. 2. REFER. TO THE ROADWAY _IGHTING PLANS FOR STREET LIGHTTNG EOUi. F ANT DERAILS. 3. ALL P;,SH-3UTTONS SHALL BE APS, SE PLAZA FOR RI ENTRANCE R E P LA ( 16' TRAFFIC SIGNAL POST, TYPE A,— 24" pIA. FDN. t4'-0" DEPTH) LOOPS APPROX. STA. 175+75.1, 60.1 'LT 6' -UC 3" 5' -UC -4" - OF P R ( WITH THREADED CAP 5' -UC -(4) 4"� SUPER P CABINET—, 58' COMB. M.A. ASSEMBLY AND POLE -,i 42" DIA. FDN (21-0" DEPTH) (WITH 15' LUMINAIRE ARM) APPROX, STA. 175+59.9, 64.0' LT —10' PE 12" DI 19' -UC -2"—, `._ APPRO 18' -UC -2"- 8' -UC -2"-10' 10'PEDESTRIAN SIGNAL POST, TYPEA, 12" DIA. FDN, t4'-0" DEPTH) - 12 ": 1? -"" ---TEMP EASEMENT '— —13'-UC-3" ---- APPROX. STA. 175+62.2, 43.3' LT ,...._94' -UC -4" - _ 14' -UC -2" TEMP EASEMENT CENTRAL ROAD PROPOSED INTERCONNECT 43' -UC -2" TO US ROUTE 12 (RAND ROAD) EX ROW �<— ----- ��-- ...__.._ _ ..... .... _. 1 __ __ .... .... r! r nF \ t75+0 flj —,—PROPOSED INTERSECTION AND } 6' 9' 6' 9' t j SAMPLING (SYSTEM) DETECTORS :�... - 1 210' t _ __. - J EX R0'A J `--i" CNC (TYPJ SEE NOTE 16' TRAFFIC SIGNAL POST, TYPE A. E 24" DIA. FDN. (4'-0" DEPTH) APPROX. STA. 175+62.3, 39.2' RT � r 15'-UC-3"- 1R,q\�� 22' COMB. M.A. ASSEMBLY AND POLE 30" DIA. FDN. (10'-0' DEPTH) 1 (WITH DUAL (2) 15' LUMINAIRE ARMS @ 901) *0 !? APPROX. STA. 175+86.1, 48.6' RT f MAST ARM MOUNTED– J& 11 11 11 11 11 — 12'-L tt_ulcJ_z-Al li, o ►^,..�� 102' -UC -(2) 4" r 176 _ 5' -UC -3" �I 64 -UC 4" ......::..:: a 34' COMB. M.A. 30" DIA. FDN. (WITH 15' LUMI APPROX. STA. 10' -UC -3" 16' TRAFFIC S 24" DIA. FDN. APPROX. STA. GENERAL NOTES 1- ALL TECTC#R! LL aw5isror nlrlLIfRF)? 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D/X-W SIONFD To T Y U,v TXf DRAti'IN['S IN Avm-LYJRBED AREAS t I'ts S T Ah PmESXAit BF LOGA7'£k AA+I=NIACIN J=b` T Er'fIIDI F££T 8« NtNF TCH VEO AAF ISYT' iYDIB)FEFTL�EXINf:: €j0jj4D&l,ll-A PkYX1CXEYERlW0Fr*E'IS Gr7EATc'I?. ,4At FASTS' StIOIlLD FLACE'D AT A r?tINIA+UMtif _ f2i FEET BEHIND THE Ev6EOF SHOULDER T- TXE RESic''NTc,u;trt,Fl^`.•ELi AiAR:YLt?.^..#F<6Ny Qf,ILfL DFTECit7RLff1 ANB i YTACT THE I. DQT ASA TAAFFIC' SIGNAL 1'Gt VEER AT ixl5-4I34 FOR LDCA TJONA VAL AWOR TO 7hE af,TdNG OFLG OPS FOR REFERENCE TO REPLACE DETECTOR LOOPS OF PROJECT TRAFFIC ,SIGNAL LEGEND SERVICE INSTALL TION G?NTIX7LLER DOUBLE HANDfAX?.E 6' HANDHOLE N S+GNAL HEAOANOFC5T -► SIGNAL HEAD WITN&ACKFLATE l--- NASTARMASSE.NBLYANDfGLE,ST EL DET CTORLOOP 0--- GS LI�NDUIT IN7'PE.NCNDRFL'S.`lED u C{AY M01V TREND`-. uQ UTILITY CO POLE R -OA FIGHTOFWAY 99L.F tQ 'G.S CONDUIT PUSHED UNDER DRIVEWAY - 8 188 L.F. Iq -GS. CONDUIT IN TRENCH EXISTING R.O.W. I I II I (: AND 2� Zp. VARIES TYPICAL DRIVEWAY DETAIL N.T.S. alLEGEND: OR I I I EDGE OF PAVEMENT 1. PORTLAND CEMENT CONCRETE SIDEWALK, 8'' 2. AGGREGATE BASE COURSE, TYPE B, 6", CA -6 3. HOT—MIX ASPHALT SURFACE COURSE, MIX 'D', N50, 3'' 4. PORTLAND CEMENT CONCRETE DRIVEWAY, 8'' 4'' AGGREGATE BASE COURSE, TYPE B NOTES 1. EXISTING BROKEN FRAMES AND LIDS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AND SHALL BE REPLACED AS DIRECTED BY THE ENGINEER. REPLACEMENT FRAMES AND LIDS WILL BE PAID FOR IN ACCORDANCE WITH ARTICLE 109.04 OF THE STANDARD SPECIFICATIONS UNLESS A SEPARATE PAY ITEM HAS BEEN PROVIDED, 2. IF THE EXISTING LIDS ARE OPEN, THE FRAME WILL BE ADJUSTED TO THE ELEVATION OF THE MILLED PAVEMENT SURFACE PRIOR TO THE MILLING OPERATION. THE FRAME PROPOSED BRICK, MORTAR, OR CONC. ADJUSTING RINGS DETAILS FOR FRAMES AND LIDS ADJUSTMENT WITH MILLING O NOTES 1. EXISTING BROKEN FRAMES AND LIDS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AND SHALL BE REPLACED AS DIRECTED BY THE ENGINEER. REPLACEMENT FRAMES AND LIDS WILL BE PAID FOR IN ACCORDANCE WITH ARTICLE 109.04 OF THE STANDARD SPECIFICATIONS UNLESS A SEPARATE PAY ITEM HAS BEEN PROVIDED, 2. IF THE EXISTING LIDS ARE OPEN, THE FRAME WILL BE ADJUSTED TO THE ELEVATION OF THE MILLED PAVEMENT SURFACE PRIOR TO THE MILLING OPERATION. THE FRAME PROPOSED BRICK, MORTAR, OR CONC. ADJUSTING RINGS DETAILS FOR FRAMES AND LIDS ADJUSTMENT WITH MILLING VARIABLE - TO MEET EXISTING ---, DIMENSIONS AND FIELD CONDITIONS PROPOSED CONCI IN ACCORDANCE 24" (610) / MAX. EXISTING OR PROPOSED HMA SURFACE (IF APPLICABLE) �4„ (5) ** -------- ------------------� -r ---- I r s------ ------ /� .. EXISTING CONCRETE PAVEMENT. CONCRETE BASE COURSE OR FLEXIBLE PAVEMENT PROPOSED 1!: SIDEWALKS, C PROPOSED #6 (20) EPDXY COATED TIE BARS 24" (610) LONG AT 24" (610) CENTERS. 1�JFII7_i'Iu►_ii47/_�l * 3" (75) MINIMUM FROM TOP AND BOTTOM OF THE CONCRETE PAVEMENT OR BASE COURSE. ** IF THE FINAL SURFACE OF THE PAVEMENT IS CONCRETE, THE GUTTER IS TO BE FLUSH WITH THE PAVEMENT. PROPOSED PAY LIMIT OF HMA SURF. REMOVAL FULL THICKNESS OF MILLING TEMPORARY RAMP (NOTE "C") (NOTE "E") PROPOSED HMA SURFACE REMOVAL ---- -----*1------------ ------ ------ ------------------------ --- EXISTING ----------------- EXISTING PAVEMENT- EXISTING HMA SURFACE MILLED TEMPORARY RAMP (FOR BUTT JOINT AND HMA TAPER SEE DETAIL BELOW) OPTION 1 D PAY LIMIT OF HMA SURF. FULL THICKNESS OF MILLING PROPOSED HMA SURFACE REMOVAL (NO TE SAW CUT (N 4'-6PAY LIMIT 13/4 (45) FOR E AND SMA 9.5 MIX JOINT D") 1)4 (40) FOR D MIX - - - - - - - - _ _ _F°}- - 2 (50) FOR SMA 12.5 MIX ----- ------------------- -�-----EXIST[NG HMA SURFACE EXISTING PAVEMENT TEMPORARY HMA RAMP --------------------------------- HMA CONSTRUCTED TEMPORARY RAMP (FOR BUTT JOINT AND HMA TAPER SEE DETAIL BELOW) OPTION 2 TYPICAL TEMPORARY RAMP HMA TAPERLENGTH T�T PROPOSED HMA SURF. CRSE. SAW CUT PROPOSED HMA BINDER CRSE. VARIES 1 4'-6" (1.35 m) PAY LIMIT FOR 1% (45) FOR E AND SMA 9S MIX BUTT JOINT--�1Y22 (40) FOR D MIX (NOTE "D") 2 (50) FOR SMA 12.5 MIX - " - - - - - EXISTING HMA SURFACE --- EXISTING PAVEMENT1 112" (38) MIN, HMA SURFACE REMOVAL -BUTT JOINT EXISTING HMA OR PCC SURFACER * * EXISTING PA\ PROPOSED HMA SURF. CRSE. PROPOSED HMA BINDER CRSE. * * EXISTING PAVEME * * PC CONCRETE, HMA OR HMA GENERAL NOTES A. MAINLINE ARTERIAL ROADWAYS Al Al. INTERSTATES B. MINOR SIDE ROADS. C. THE TEMP. RAMP SHALL BE CONS- OF ONSOF THE EXISTING HMA SURFACE. D. THE BUTT JOINT SHALL BE CONST PRIOR TO PLACING THE PROPOSE[ E. TAPER THE TEMP. RAMP AT A RAT SEE TYPICAL SECTIONS F. SEE ARTICLE 406.08 AND 406.14 I FOR "HMA AND/OR PCC SURFACE * * * 10'-0" (3.0 m) PER 1 (2 BASIS OF PAYMENT m NOTES: 1. SIDE ROAD WITH A SPEED LIMIT OF 4C SHOWN ON THE DRAWING AND AS DIF a) ONE "ROAD CONSTRUCTION AHEA MOUNTED ON IT APPROXIMATELY b) THE CLOSED PORTION OF THE MA BLOCKING WITH TYPE 1, TYPE 11 OI THE CROSS SECTION OF THE CLO! 2. SIDE ROAD WITH A SPEED LIMIT GREA' AS SHOWN ON THE DRAWING AND AS a) ONE "ROAD CONSTRUCTION AHEA FLASHER MOUNTED ON IT APPRO)( OF THE MAIN ROUTE. THE CLOSED PORTION OF THE MA b) BLOCKING WITH TYPE III BARRICAI OF THE CLOSED PORTION. 3. CONES MAY BE SUBSTITUTED FOR BAP 80 (24 m) 0 *** REDUCE TO 40' (12 m) O.C. ON CURVES WITH POSTED OR ADVISORY SPEED 45 M -P -H- (70 km/h) OR LESS. TWO-LANE/M-WAY 80' (24 r! O.C. 80' (24 m) O.C. SEE NOTE 8 S D D e SEE NOTE B D D o a DD o o D D ♦ 10' 10' 7M c� � 1 SEE NOTE A *** REDUCE TO 40' (12 m) O.C. ON CURVES WITH POSTED OR ADVISORY SPEED 45 M -P -H- (70 km/h) OR LESS. TWO-LANE/M-WAY MULTI -LAN ENNDIVIDED 3 @80'(24 m}O.C. E - ry � O.C. 40` 02 m) O.C. ♦ I I 1 _ '40' (12 m) O.C. SEE FIGURE 3B-14 MUTCD p 3 p a a O C. l p p a ° LANE REDUCTION TRANSITION 45 80' (24 r! O.C. 80' (24 m) O.C. SEE NOTE 8 S D D e SEE NOTE B D D o a DD o o D D 10' 10' 7M c� � 1 SEE NOTE A SEE NOTE A MULTI -LAN ENNDIVIDED 3 @80'(24 m}O.C. E - ry � O.C. 40` 02 m) O.C. ♦ I I 1 _ '40' (12 m) O.C. SEE FIGURE 3B-14 MUTCD p 3 p a a O C. l p p a ° LANE REDUCTION TRANSITION 45 80' (24 r! O.C. SEE NOTE 8 S D D e o DD o a D D 10' 10' 7M c� SEE NOTE A MULTI-LANE/DIVIDED ��EQUALLY 3 W E * 3 C. 80' (24 m) O -C CED UP 3 40'{12 m) ) O.C. O.G. E 40' (12 m) O.C. * SEE TWO-LANE/IWO-WAY WHERE MARKERS CONTINUE EDGE OF PAVEMENT �2 (50) TO EDGE OF EDGE LINE 4 (100) YELLOW NO PASSING ZONE LINE a 4 (100) WHITE EDGE LINE it —4 (1001 YELLOW t + t 30' (9 m7 4 (1001 YELLOW Q .i. =11 (280) C -C I%2 (40) 5'/z (140) t7 -10' (3 m) 2 (50)—f F 4 (100) WHITE EDGE LINE EDGE OF PAVEMENT 2 -LANE ROADWAY f-2 (50) TO EDGE OF EDGE LINE EDGE OF PAVEMENT } �4 (100) WHITE EDGE LINE 10' 13 m)] _ 30' 19 m> .� �4 (100) YELLOW —7 (100) WHITE LANE LINE -___-__ ____ _-_-__ _______(r___ 4 (1007 WHITE LANE LINE 1 11 (280) C -C 4 (100) YELLOW 30' t9 m) 2 (50) f 4 (100) WHITE EDGE LINE EDGE OF PAVEMENT MULTI -LANE UNDIVIDED TYPICAL LANE AND EDGE LINE MARKING TW04 (100) YELLOW @ 11 (280) CL7,\, 4 (1.2 m) OUTSIDE TO NO DIAGONALS OUTSIDE OF LINES TW0-4 (100) YELLOW @ 11 (280) CC C 4'(1.2 m) WIDE MEDIANS ONLY 8 (200) VJHI?E 8 (zoo) WHITE VARIES TWO -4 (100) Q 11 (280) C -C 12 (300) DIAGONALS 12 (300) WHITE DIAGONALS ;— (MINIMUM 5) R TWO -4 HOW 4 11 (280) C @ 10'(3 m) OR LESS SPACING 4 Ph ISLAND OFFSET FROM Pt R= FOR MEDIAN LENGTHS WHERE DIAGONAL SPACING CANNOT BE ATTAINED, USE 5 (FIVE) EQUALLY SPACED DIAGONAL LINES. DIAGONAL LINE SPACING: 50' (15 m) C -C (LESS THAN 30MPH (50 kmfh)) 11' (25 m) C -C 30MPH 150 km/h) TO 45MPH 170 kmfhl) "0' (45 m) C -C (MORE THAN 45MPH (70 kmJh)) MEDIANS OVER 4'(1.2 m) WIDE 4 (100) YELLOW 4 (100) YELLOW LINES (5f 1140) C -C) r J I _1 I — ° — — 1 — — — — — — — — — i i 4 (100) YELLOW LINES '—TWOS (100) YELLOW @ it (280) C -C (Sf 11401 CL) A MINIMUM OF TWO PAIRS OF TURN ARROWS SHALL BE USED. WHITE IN COLOR. ADDITIONAL PAIRS SHALL BE PLACED AT 2�00�' (60 m) TO 300' (90 ml INTERVALS. 5' 9" 12 m 8 8' 8' (2.4 m) MEDIAN WITH TWO-WAY LEFT TURN LANE TYPICAL PAINTED MEDIAN MARKING 6 (1501 WHITE ---'.SEE DETAIL "A" SEE DETAIL "B" - 77(77)))' ) —6' (1.8 m) MIN. BICYCLE & EQUESTRIAN SCHOOL PEDESTRIAN 2' 16001 6' (1.8 m) MIN. 12 13001 WHITE 45• X25' (8 ml TO 49' (15 ,r.) 1 6' (150) 4IHITE 6 (150) WHITE 2' DASH - 6' SKIP 8' (2.4 im) �i (T'P-) I I 50' (15 m) TO 200' (60 m) 16' (5 m)� , (3 :n) 6 (150) WHITE 14 f OVER 200' (60 m) 30' (3 m)� 16' (5 ) 10' (3 M ��6 (150IF ) ''vlHITE rRR 4 FULL SIZE LETTERS 8' (2.4 m) AND ARROWS SHALL BE USED. h AREA = 15.6 SQ. FT. (IS m2) ILIyAREA = 20.8 SQ. FT. (1.9 m)2 TURN LANES IN EXCESS OF 400' ('20 m) IN LENGTH MAY HAVE AN ADDITIONAL 5 OF ARROW - "ONLY" INSTALLED MIDWAY BETWEEN THE OTHER TWO SETS OF ARROW - "ONLY". 8 (200) WH 8 (200) WHITE C ISLAND AT PAV TYPICAL I! CENTERLINE CENTERLINE PAVEMENT NO PASSIN( FOR ONE D FOR BOTH LANE LINES DOTTED LIN (EXTENSION TURN LANE EDGE LINES TURN LANE TWO WAY I CR BEWAIL? A. DIAGONF 8. LONGITU STOP LINES PAINTED ME GORE MARN CHANNELIZI RAILROAD 6'-8" (2.030 m) * 4 (100) 00) QUANTITY 4 (100) LINE = 45.5 ft. (13.9 m) 15.2 sq. ft. (1.41 sq. m) 16 (400) j* 16 (400) ;* 16 (400) 1 16 (400) i* 8 *i *; 8 * * 12 (300) (200) ! (200) 1'-8" (500) 12 (300)1 QUANTITY 4 (100) LINE = 82.5 ft. (25.1 m) 27.5 sq. ft. (2.53 sq. m) NOTE: ALL QUANTITIES OF PLACEMENT ARE REPRESENTED IN I INF8P FFFT (1F a,, I INFO TO MATCH THF (175) .1 NOTES: 1. USE BLACK LETTERING C 2. ERECT SIGNS IN ADVANC AHEAD" SIGN AT LOCATI 3. ERECT SIGN DWITH INS 4. REMOVE PANEL DSOON 5. SEE SPECIAL PROVISION FOR ADDITIONAL INFOR 6. ONE SIGN ASSEMBLY EQ LOOP DETECTOR NOTES 1. EACH PAIR OF LOOP WIRES SHALL BE PLACED IN A SEPARATE EMPTY COILABLE NONMETALLIC CONDUIT FROM THE EDGE OF PAVEMENT TO THE HANDHOLE. SPACING BETWEEN THE HOLES DRILLED IN THE PAVEMENT SHALL NOT BE LESS THAN 6" (150 mm). EMPTY COILABLE NONMETALLIC CONDUIT SHALL BE INCLUDED IN THE COST OF THE LOOP WIRE. 2. THE NUMBER OF LOOP TURNS SHALL BE AS RECOMMENDED BY THE AMPLIFIER MANUFACTURER. ALL ADJACENT SIDES OF THE LOOPS SHALL BE INSTALLED IN SUCH A WAY THAT THE CURRENT FLOW IS IN THE SAME DIRECTION TO REINFORCE ITS MAGNETIC FIELDS FOR SMALL VEHICLE DETECTION. EACH LOOP LEAD-IN SHALL BE IDENTIFIED AND PERMANENTLY TAGGED IN THE HANDHOLE. EACH LEAD-IN CABLE TAG SHALL INDICATE THE LOCATION OF THE LOOP, LOOP ROTATION (CLOCKWISEJCOUNTERCLOCKWISE), LOOP LEAD-IN DIRECTION (IN OR OUT), LOOP CABLE NUMBER AND LOCATION IN CABINET, AND NUMBER OF TURNS IN THE DETECTOR LOOPS IN WATER PROOF INK AS INDICATED ON THE DISTRICT 1 STANDARD TRAFFIC SIGNAL DESIGN DETAIL. THE CONTRACTOR SHALL MARK LOOP LOCATIONS ON RECORD DRAWINGS AND PRESENT TO THE ENGINEER AFTER FINAL INSPECTION. LOOPS SHALL BE MARKED BY LANE AND LOOP NUMBER. SEE DETAIL BELOW. 4. ALL LOOP CABLE SHALL BE FASTENED WITH PLASTIC TIE WRAP TO THE HANDHOLE HOOKS. IN ASPHALT PAVEMENT, LOOPS SHOULD BE PLACED IN THE BINDER AND DIVEHOLES MARKED AT THE CURB WITH A SAW -CUT. THE SAW -CUT SHALL BE CUT IN ACCORDANCE WITH LOCAL AND E.P.A. DUST CONTROL REQUIREMENTS. DETECTOR LOOP(S) SHALL NOT BE INSTALLED IN WET CONDITIONS AND THE SAW -CUTS MUST BE FREE OF DEBRIS AND RESIDUE SUCH AS DUST AND WATER WHICH IS TO BE ACHIEVED BY THE USE OF COMPRESSED AIR, WIRE BRUSHING AND HEAT DRYING ACCORDING TO SEALANT MANUFACTURER REQUIREMENTS. THE DETECTOR WIRE SHALL BE HELD IN PLACE BY THE USE OF FORM WEDGES. WEDGES SHALL BE SPACED NO MORE THAN 18" (450 mm) APART. 6. LOOP SPLICES SHALL BE SOLDERED USING A SOLDERING IRON. BLOW TORCHES OR OTHER DEVICES WHICH OXIDIZE COPPER CABLE SHALL NOT BE ALLOWED FOR SOLDERING OPERATIONS. SEE DETAIL BELOW RIGHT. 7. PREFORMED DETECTOR LOOPS SHALL BE USED, AS SHOWN ON THE PLANS, WHERE NEW CONCRETE PAVEMENT IS PROPOSED. THE INSTALLATION OF PREFORMED LOOPS SHALL BE IN ACCORDANCE WITH THE DISTRICT 1 SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. LOOP LEAD-IN CABLE TAG LANE SA1 LOOP Wl LOOP DIRECTION S.C1 LOOP ROTATION (D) A. LANE 1 IS THE LANE CLOSEST TO THE CENTERLINE OF THE ROADWAY B. LOOP #1 IS THE LOOP IN THE LANE CLOSEST TO THE INTERSECTION. STRANDED LOOP WI IN EMPTY COILABLE CONDUIT IS T VEHICLE MOVEMENT — LOOP DETECTOR LOOPS SH, SAW -CUTS SAW -CUT I THE SAW-( LOOP COR LOOP= DETAIL "A" LOOP -TO -LOOP SPLICE M WESTERN UNION SPLICE SOLDERED WITH ROS 2 Q1 ( s ) ��� I P-13'� r-- _f-- TO 60" -l"(25-) TO 1500 -)MIN (TMP( 3 -► (900 m DETAIL "A" LOOP -TO -LOOP SPLICE M WESTERN UNION SPLICE SOLDERED WITH ROS LOOPS NEXT TO SHOULDERS PROVIDE A PAVEMENT REPLACEMENT NOTE WHICH SHOULD EQUAL 12' 3' (900 ,mm) X WIDTH OF (3.6 m) PAVED SHOULDER. RIGHT TURN LANE. PAVED OR THIS DIMENSION MAY BE NON -PAVED I I SHOULDER I I I _ E 1 I o z _ NORMALLY BE MOVED CLOSER TO THE INTERSECTION. I Ell" I � I -CROSS STREET I t 10' 1 10' I� 1" (25 mm) UNIT (3.0 m) (3.0 m) I DUCT -TRENCHED TO EIP m LEFT TURN LANES WITH MEDIANS VOLUME DENSITY ("FAR OUT" DETECTION) ON SAME APPROACH (PROTECTED / PERMITTED LEFT TURN PHASING) HANDHOLE LOCATION MAY VARY DEPENDING ON GEOMETRICS AND DESIGN OF TRAFFIC SIGNALS. HEAVY-DUTY HANDHOLES TO BE USED WHEN THE MEDIAN IS MOUNTABLE, REFER TO STANDARD 814001 TO ENSURE THAT HANDHOLE FITS IN MEDIAN. TRENCHED I" 25 mm) UNIT DUCT (3)FEFF '.F = (600 mm) STRAIGHT SAW CUTS �\ PERPENDICULAR TO s j ! MEDIAN (TYP.) LEFT TURN LANES WITHOU VOLUME DENSITY ("FAR OU ON SAME APPRC (PROTECTED / PERMITTED LEI �o of E E E 12' (3.6 m) STRAIGHT 5 DUTY HAND 3' 6' DUTY HAND (900 mm) m)= SECOND LOQ _ (600 mm) UNIT DUCT IS TO BE SHOWN ON PLAN SHEETS BUT SHALL NOT BE INCLUDED IN THE PAY ITEMS. -k- UNIT DUCT IS TO BE SHOWN ON PLAN SHEETS NOTE: DUAL LEFT TURNS NOT SHOWN REFER TO NOTE: DUAL LEFT TURNS NOT SHOWN BUT SHALL NOT BE INCLUDED IN THE PAY ITEMS. PLAN SHEET FOR DETECTOR LOOP REPLACEMENT PLAN SHEET FOR DETECTOR LL ARTERIAL -VOLUME DENSITY ("FAR OUT" DETECTION) ARTERIAL -VOLUME DENSITY ("FAR OUT" DETECTIOf CROSS STREET -NON VOLUME DENSITY ("FAR OUT" DETECTION) CROSS STREET -NON VOLUME DENSITY ("UPTIGHT" PRESENCE t C11 IR DEPENOiNG ON DRIVE WAY L-T.GN_ CALLING LOOPS ARTERIAL I# OFFSET LOOPS BY 12' 1' (300mm) FOR (3.6 m) STRAIGHT SAW CUTS RIGHT TURN LANE. LEFT TURN LANES WITHOU VOLUME DENSITY ("FAR OU ON SAME APPRC (PROTECTED / PERMITTED LEI �o of E E E 12' (3.6 m) STRAIGHT 5 DUTY HAND 3' 6' DUTY HAND (900 mm) m)= SECOND LOQ _ (600 mm) UNIT DUCT IS TO BE SHOWN ON PLAN SHEETS BUT SHALL NOT BE INCLUDED IN THE PAY ITEMS. -k- UNIT DUCT IS TO BE SHOWN ON PLAN SHEETS NOTE: DUAL LEFT TURNS NOT SHOWN REFER TO NOTE: DUAL LEFT TURNS NOT SHOWN BUT SHALL NOT BE INCLUDED IN THE PAY ITEMS. PLAN SHEET FOR DETECTOR LOOP REPLACEMENT PLAN SHEET FOR DETECTOR LL ARTERIAL -VOLUME DENSITY ("FAR OUT" DETECTION) ARTERIAL -VOLUME DENSITY ("FAR OUT" DETECTIOf CROSS STREET -NON VOLUME DENSITY ("FAR OUT" DETECTION) CROSS STREET -NON VOLUME DENSITY ("UPTIGHT" PRESENCE t C11 IR DEPENOiNG ON DRIVE WAY L-T.GN_ CALLING LOOPS ARTERIAL OFFSET LOOPS BY DO NOT INSTALL 1' (300mm) FOR CALLING LOOP IN STRAIGHT SAW CUTS RIGHT TURN LANE. THIS DIMENSION MAY BE ADJUSTED FOR DRIVEWAY w OR OTHER OBSTRUCTIONS. WHEN ADJUSTMENT IS o_ e REQUIRED, DETECTORS WILL _ NORMALLY BE MOVED CLOSER TO THE INTERSECTION. -CROSS STREET -! [TYP.-12' (3.6m) LANES] -•.E L-4 �' 12' 12' 12' 12' E 3, (36,1 (3.6m)(3.6m)(3.6m); " (900mm) �' _ LOOPS ARE SAW -CUT TO THE EDGE OF PAVEMENT. i" (25 mm) UNIT 250'(75m) [TYP.-ALL LEGS -VOLUME j–� DENSITY t'EA� ROUT" DETECTION)] DUCT IS RUN BETWEEN STRAIGHT SAW u !� EDGE OF PAVEMENT CUTS TO HEDRIVEWAY AND HANDHOLE. (1R PC DUTY HANDHOLE ' INP Fi(1(1._ � Ill(1PC RY a - THESE DIMENSIONS WILL BE VAR] BLE [6' 11.8.) MINIMUM, 25' 1 J.6 m) MAXIMUM 41 10'(3.Om) PREFERRED / I S'(4.5m) MAXIMUM 1'6'1 9' *�" Q'-6'� l F? 7,,) (23m) 4'(900mm) � s D» ' DRIVEWAY