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Home My WebLink AboutResolution 208-R-26 Authorizing the City Manager to Execute Change Order No. 2 to the Agreement with A. Epstein _amp; Sons International- Inc 09/14/2026 208-R-26 A RESOLUTION Authorizing the City Manager to Execute Change Order No. 2 to the Agreement with A. Epstein & Sons International, Inc. for Phase II Design Engineering Services for the Chicago Avenue Corridor Improvements (RFQ 20-35) WHEREAS, the City of Evanston is undertaking the Chicago Avenue Corridor Improvements Project to provide multimodal transportation improvements along Chicago Avenue from Howard Street to Davis Street; and WHEREAS, on September 14, 2020, the City Council approved a professional engineering services agreement with A. Epstein & Sons International, Inc. for Phase I Engineering Services for the Chicago Avenue Corridor Improvements Project; and WHEREAS, on August 26, 2024, the City Council approved Amendment No. 1 to the agreement to provide Phase II Design Engineering Services for the project; and WHEREAS, the City Council subsequently approved Change Order No. 1 for additional Phase II Engineering Services associated with modifications to the corridor design, including parking revisions and fiber optic infrastructure; and WHEREAS, as the project has advanced through Phase II Engineering, additional design requirements have been identified through continued design Page 1 of 43 208-R-26 development, field investigation, stakeholder coordination, and review by the Illinois Department of Transportation and other agencies; and WHEREAS, as the project has advanced through Phase II Engineering, additional design requirements have been identified through continued design development, field investigation, stakeholder coordination, and review by the Illinois Department of Transportation and other agencies; and WHEREAS, these additional requirements include engineering services associated with Phase I reevaluation and environmental coordination, traffic signal and interconnect improvements, agency-required traffic analysis, intersection design, electrical and security infrastructure, lighting modifications, supplemental survey, and civil design revisions; and WHEREAS, A. Epstein & Sons International, Inc. has submitted a proposal to provide the additional Phase II Engineering Services for a total not -to- exceed amount of One Hundred Nineteen Thousand Three Hundred Fifty -One Dollars ($119,351.00); and WHEREAS, Change Order No. 2 will increase the contract amount by One Hundred Nineteen Thousand Three Hundred Fifty-One Dollars ($119,351.00) to provide the additional engineering services necessary to advance the project toward completion of Phase II Engineering; and WHEREAS, the City Council has determined that approving Change Order No. 2 is in the best interests of the City. Page 2 of 43 208-R-26 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF EVANSTON, COOK COUNTY, ILLINOIS: SECTION 1: The foregoing recitals are hereby found to be true and correct and are incorporated herein as though fully set forth. SECTION 2: The City Council hereby authorizes the City Manager to execute Change Order No. 2 to the agreement with A. Epstein & Sons International, Inc. for Phase II Design Engineering Services for the Chicago Avenue Corridor Improvements (RFQ 20-35), increasing the contract amount by $119,351.00, in substantially the form attached hereto and approved as to form by the Corporation Counsel. SECTION 3: The City Manager, Corporation Counsel, City Clerk, and other appropriate City officials are hereby authorized and directed to execute all documents and take all actions necessary to carry out the intent of this Resolution. SECTION 4: If any provision of this Resolution is declared invalid or unenforceable by a court of competent jurisdiction, such determination shall not affect the validity of the remaining provisions. SECTION 5: This Resolution shall be in full force and effect from and after its passage and approval in the manner provided by law. _______________________________ Daniel Biss, Mayor Attest: _______________________________ Stephanie Mendoza, City Clerk Approved as to form: _______________________________ Alexandra B. Ruggie, Corporation Counsel Adopted: __________________, 2026 Page 3 of 43 September 14 ITEM C1 SUPPORTING DOCUMENTATION Page 4 of 43 August 31, 2026 Mr. Chris Sous, PE, PTOE, PTP, CFM Assistant City Engineer City of Evanston 909 Davis Street Evanston, IL 60201 Dear Chris, As requested, enclosed are the scope and fees for the A. Epstein and Sons International, Inc. (Epstein) team to provide additional Phase II Engineering services to the City of Evanston for the improvement of Chicago Avenue from Howard Street to Davis Street. Materials include scope of work and engineering fees by firm. The breakdown of fees between the prime and subconsultants are as shown below: Epstein (Prime) $ 55,775 Christopher B. Burke Engineering $ 63,576 Project Total $ 119,351 If you have questions or require additional information, please do not hesitate to contact me at 312-429-8093 or jkarlovitz@epsteinglobal.com. Sincerely, John Karlovitz, P.E. Project Manager Epstein Enclosure cc: Sat Nagar, City of Evanston Martin Michalowicz, CBBEL PN 19218 Page 5 of 43 August 31, 2026 SUPPLEMENT #3 SCOPE OF SERVICES Epstein and Christopher B. Burke Engineering, Ltd. (CBBEL) are requesting consideration for an amendment to our professional construction engineering service agreement. The amendment is for completion of the following services: Epstein Tasks Task E.1 – (Phase I Reevaluation and PESA response) During the Phase II Kicko. Meeting, IDOT requested three items be completed before Phase II design could proceed. Phase I Design Approval had been issued prior to concurrence from the IDOT Geometrics and Environmental Units. Following receipt of the initial Design Approval, the Geometrics Unit approved the South Boulevard Intersection Design Study (IDS) and IDOT issued the Preliminary Environmental Site Assessment (PESA). Upon receipt of the PESA, IDOT required the IDS concurrence, an extensive PESA Response for inclusion in the Phase I Reevaluation, as well as resubmittal of the previously approved Cultural Clearance using a new form. Task E.2 Temporary Tra.ic Signals The original tra.ic signal scope included full replacement of three signals at Chicago/Kedzie, Chicago/South Boulevard, and Chicago/Howard. The scope was later expanded to include a signal interconnect. A ﬁeld review determined the existing controllers at Chicago/Greenleaf and Chicago/Main are incompatible with the proposed interconnect, requiring controller replacement rather than the originally scoped signal modernization. This requires temporary signals and controllers during construction at both intersections, resulting in additional design, calculations, and coordination not included in the original scope. Task E.3 CDOT Coordination The original scope did not include a Synchro Analysis and Tra.ic Signal Requirement plan as required by CDOT during the CDOT kicko. meeting and as part of the overall review process. This will result in further design, calculations and coordination e.orts. Page 6 of 43 August 31, 2026 Task E.4 Dempster IDS The original understanding was the City of Evanston maintained Dempster Street. After the Phase II kicko. meeting it was discovered IDOT never signed the Jurisdictional Transfer and Dempster Street is still under the Jurisdiction of IDOT. This requires the submission of an Intersection Design Study (IDS), truck turning movements and ADA sidewalk exhibits at intersection of Chicago Ave./Dempster St. CBBEL Tasks Task C.1 – Electrical – Fiber/Security During the design development of the security camera system, the number of security cameras increased from the original design concept. Originally, cameras were to be installed at 12 signalized intersections along Chicago Avenue as stated in the September 3,2025 Proposal for Supplemental Professional Engineering Services. The initial camera locations were all at signalized intersection. The number of cameras increased to approximately 40 with the additional cameras being placed between signalized intersections. The additional cameras were instructed to be placed in between signalized intersections which weren’t part of the initial supplement. This was added during the design process after the supplement was executed. The additional cameras a.ected circuit lengths, electrical loading, and voltage drop calculations, resulting in further design revisions and coordination e.orts. Supplemental ﬁeld survey was also required because several of the street lighting systems serving the cameras were located outside the original project limits and were not included in the initial survey e.ort. Task C.2 – Electrical - Photometrics The original Phase 1 and Phase 2 photometric reports did not include a piggyback luminaire, as this ﬁxture was added after submission of the original Phase 2 report. Additional e.ort was required to revise the project photometric analyses and lighting calculations. In accordance with IDOT requirements, any modiﬁcation to the lighting system or ﬁxture conﬁguration necessitates updates to the photometric reports and supporting calculations. Consequently, revised analyses and documentation were prepared and submitted to reﬂect the ﬁnal lighting design. Page 7 of 43 August 31, 2026 Task C.3 – Additional Survey The additional survey work was required to provide su.icient topographic and infrastructure information to support the expanded design limits and project development needs. The supplemental survey also provided the detailed information necessary to evaluate existing drainage patterns, verify compliance with ADA accessibility requirements, and develop proposed roadway proﬁle adjustments as shown at each location on the attached exhibit. These proﬁle reﬁnements were critical to achieving appropriate tie-ins with Chicago Avenue and accommodating the viaducts along the western edge of the Chicago Avenue corridor while maintaining acceptable grades and drainage. All additional survey is within the Phase 1 approved ESR limits. The total additional distance for this task is approximately 2,250 LF. Task C.4 – Civil The project included unanticipated redesign related to the Trader Joe’s site access and driveway conﬁguration, requiring additional engineering analysis, plan revisions, and coordination. The City of Evanston met with Trader Joe’s and the circulation into and out of Trader Joe’s parking was revised. This in turn caused pavement marking and lane reconﬁguration within Chicago Ave. This also included various AutoTurn truck analysis and design impacts due to conﬁned space and Trader Joe’s logistics. Page 8 of 43 September 3, 2025 City of Evanston Public Works Department 2100 Ridge Avenue Evanston, IL 60201 Attention: Sat Nagar, PE – Senior Project Manager Subject: Proposal for Supplemental Professional Engineering Services Chicago Avenue Corridor Project Evanston, Illinois Dear Mr. Nager: Christopher B. Burke Engineering, Ltd. (CBBEL) is pleased to submit this proposal for supplemental professional engineering services related to the Chicago Avenue Corridor project located on Chicago Avenue between Howard Street and Davis Street. The requested engineering services will include the installation of IT Network fiber optic cable and infrastructure for future camera nodes along Howard Street from Callan Avenue to Paulina Street, Chicago Avenue from Howard Street to Church Street, and then along Church Street to terminate into the existing IT Network fiber optic handhole located adjacent to the City of Evanston Public Library. Included in this proposal is our Scope of Services and Fee Estimate. UNDERSTANDING OF THE ASSIGNMENT CBBEL understands the City of Evanston is seeking to expand their IT Network fiber optic cable and plan for future surveillance camera installations along the Chicago Avenue corridor at major intersections. As mentioned above, the IT Fiber Optic network will include conduit and cabling along: Howard Street from Callan Avenue to Paulina Street, Chicago Avenue from Howard Street to Church Street, and then along Church Street to terminate into the existing IT fiber optic handhole located adjacent to the City of Evanston Public Library. This supplemental agreement includes the data collection, existing record drawing reviews, plan development, and modification to the Chicago Avenue Corridor project bid set to include this work in the contract. The future camera installations will be planned for the signalized intersections along Chicago Avenue which include: Church Street, Davis Street, Grove Street, Lake Street, Greenwood Street, Dempster Street, Greenleaf Street, Main Street, Kedzie Street, South Boulevard, Howard Street, as well as Howard Street and Paulina Street. See Exhibit 1 for the project location map. Additional conduit between identified light poles will be installed at each signalized intersection to eventually power the future cameras from the traffic signal cabinet. All ethernet switches, camera installations, service cables, and additional camera poles with NEMA enclosures (if needed) would be installed under future contracts. It states that future cameras will be planned for these specific signalized intersections. During design it was increased to 37. Page 9 of 43 Page 2 of 2 SCOPE OF SERVICES CBBEL proposes the following services to assist the City in the expansion of their IT Fiber Optic Network: Task 1 – Data Collection and Field Reconnaissance: CBBEL will request and review the existing record drawings from the City regarding the previous fiber installation at the Library site and at the Howard Street termination locations. Field Reconnaissance will be conducted to determine the best routing for the IT network conduit and to field locate adjacent City IT Network infrastructure on Howard Street and at the Library. Task 2 – Utility Coordination: CBBEL will conduct additional utility coordination as needed for the roadway segments that are outside of the current project limits. Hours have been included for requesting, tracking/coordination, and drafting utilities into the project’s base files. Task 3 – IT Fiber Optic Cable Installation Plan Sheets: With the updated utility information and field data, CBBEL will develop base files using aerial imagery for the identified project corridor. CBBEL will design the conduit routing and handhole placement on the aerial images and create plan sheets. Standalone camera poles, fiber optic terminations and splicing will be called out on the sheets as well. Task 4 – Modification to Traffic Signal Plans for Future Camera Nodes: The traffic signal plans will reference in the IT Network conduit system with additional conduit between the traffic signal cabinet and light pole(s) to be utilized to power future camera installations near the signalized intersection. These modifications include labeling additional raceways to nearby light poles, conduit fill calculations and modified light pole details as needed. Task 5 – Quantities and Specs: This task includes all fiber optic cable and infrastructure special provisions for the project. City of Evanston special provisions will be used as applicable. In addition, CBBEL will provide an engineer’s opinion of probable construction cost estimate for the fiber optic work with each PS&E submittal. Task 6 – Coordination with City and IT Department: This task includes additional hours for coordinating the fiber optic installation plans with the City and IT Department. Time has been included for revising the plans based on the City’s comments. We estimate the fee for these services to be $44,916.00 as outlined on the attached Cost Estimate Worksheet. If you have any questions, don’t hesitate to contact us. Sincerely, Michael E. Kerr, PE President Encl: Cost Estimate of Consultant Services Worksheet Location Map N:\PROPOSALS\ADMIN\2023\Evanston Chicago Avenue (SUB TO EPSTEIN)\Supplement_Aug 2025\Evanston_IT Fiber Installation_Camera Nodes.docx Page 10 of 43 City of Evanston 2100 Ridge Avenue Evanston, IL 60201 Public Library Fiber Terminations Proposed IT Network Fiber Chicago Ave @ Church St Chicago Ave @ Davis St Chicago Ave @ Grove St Chicago Ave @ Lake St Chicago Ave @ Greenwood St Chicago Ave @ Dempster St Chicago Ave @ Greenleaf St Chicago Ave @ Main St Chicago Ave @ Kedzie St Chicago Ave @ South Blvd Chicago Ave @ Howard St Howard St @ Paulina St Howard St @ Callan Ave Fiber Terminations N 240623 08/28/2025 Legend: Signalized Intersection Page 11 of 43 200+00 201 202HOWARD STREET HOWARD STREET WO L C O T T AV E N U E CL Y D E AV E N U E WI N C H E S T E R AV E N U E CA L L A N AV E N U E CU S T E R AV E N U E DA M E N AV E N U E SCALE: 1" = 50' 0 50 100 PTZPTZ TO EXISTING LIGHT POLE VIDEO SYSTEM (1 EACH) MOUNTED PROPOSED REMOTE CONTROLLED 70'-CNC-2" 448'-CNC-2" 10'-CNC-2" 358'-CNC-2" TO EXISTING LIGHT POLE VIDEO SYSTEM (1 EACH) MOUNTED PROPOSED REMOTE CONTROLLED 210+00208209 HOWARD STREET PAU LINA STREE T HOWARD STREET PAU LINA STREET PTZ PTZ PTZ 211'-CNC-2" 288'-CNC-2" TO EXISTING LIGHT POLE VIDEO SYSTEM (1 EACH) MOUNTED PROPOSED REMOTE CONTROLLED 5'-CNC-2" 5'-CNC-2" TO EXISTING LIGHT POLE VIDEO SYSTEM (1 EACH) MOUNTED PROPOSED REMOTE CONTROLLED 278'-CNC-2"2'-CNC-2"EXISTING LIGHT POLE (1 EACH) MOUNTED TO CONTROLLED VIDEO SYSTEM PROPOSED REMOTE SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. USER NAME = PLOT DATE =DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - CONTRACT NO. SCALE: STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION N: \ E V A N S T O N \ 2 4 0 6 2 3 \ C A D D _ S h e e t s \ D 1 _ 2 4 0 6 2 3 _ S H T _ T S - P l a n . d g n FI L E N A M E : IT N e t w o r k 0 1 MO D E L : bgunnells 4/1/2026 TRF-33 2853 21-00288-00-R5 COOK 228 CHICAGO AVENUE FROM HOWARD ST. TO CHURCH ST. (SHEET 1 OF 6) FIBER OPTIC CABLE INSTALLATION PLAN (SEE NEXT SHEE T ) M ATCH LINE B - B (S E E N E X T S H E E T ) MA T C H L I N E A - A 187 CONSTRUCTION NOTES: DETAILS. REFER TO LIGHING PLANS FOR PROPOSED LIGHT POLE FOUNDATION VIDEO SYSTEM. SHALL BE INCLUDED IN THE UNIT COST FOR: REMOTE CONTROLLED THE REMOTE CONTROLLED VIDEO SYSTEM FULLY OPERATIONAL ALL FIBER SPLICES AND TERMINATIONS REQUIRED TO MAKE 1 2 ADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ORIGINAL SUPPLEMENT Page 12 of 43 20 5 +00 210 +00 10+00 15+00 20+00 WV WV W GGM WV G W W W W GM GV WV WV WV WV WV WV W 20 5 +00 20 3 20 4 20 6 20 7 21 0 +00 21 1 10+00 15+00 20+00 9 11 12 13 14 16 17 18 19 21 22 23 HO W ARD STREE T CHICAGO AVENUE CHICAGO AVENUE JUN EW AY TE RR ACE SCALE: 1" = 50' 0 50 100 130'-CNC-2" 11'-CNC-2" 508'-CNC-2" 50'-CNC-2" 35'-CNC-2"295'-CNC-2" 6'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED PTZ PTZ PTZ PTZ TO EXISTING LIGHT POLE VIDEO SYSTEM (1 EACH) MOUNTED PROPOSED REMOTE CONTROLLED 146'-CNC-2" 5'-CNC-2" 218'-CNC-2" PTZ 3'-CNC-2" TO EXISTING LIGHT POLE VIDEO SYSTEM (1 EACH) MOUNTED PROPOSED REMOTE CONTROLLED JJ PROPOSED JUNCTION BOX (2) EACH 33'-CNC-2" 84'-CONDUIT ATTACHED TO STRUCTURE-2" 10'-CNC-2" 25+00 30+00 35+00 WV WV W GM WV WV 25+00 30+00 35+00242627282931323334 36 37 CHICAGO AVENUE CHICAGO AVENUE MULFORD STREE T 368'-CNC-2"570'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 3'-CNC-2" 588'-CNC-2" 8'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED PTZ PTZ SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. USER NAME = PLOT DATE =DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - CONTRACT NO. SCALE: STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION N: \ E V A N S T O N \ 2 4 0 6 2 3 \ C A D D _ S h e e t s \ D 1 _ 2 4 0 6 2 3 _ S H T _ T S - P l a n . d g n FI L E N A M E : IT N e t w o r k 0 2 MO D E L : bgunnells 6/2/2026 TRF-34 2853 21-00288-00-R5 COOK 228 CHICAGO AVENUE FROM HOWARD ST. TO CHURCH ST. (SHEET 2 OF 6) FIBER OPTIC CABLE INSTALLATION PLAN MA T C H L I N E C - C MA T C H L I N E C - C (S E E N E X T S H E E T ) MA T C H L I N E D - D (SEE PREVIOUS SHEET) MATCH LINE B - B (SEE PREVIOUS SHEET) MATCH LINE A - A 188 CONSTRUCTION NOTES: REFER TO LIGHING PLANS FOR PROPOSED LIGHT POLE FOUNDATION DETAILS. OPERATIONAL SHALL BE INCLUDED IN THE UNIT COST FOR: REMOTE CONTROLLED VIDEO SYSTEM. ALL FIBER SPLICES AND TERMINATIONS REQUIRED TO MAKE THE REMOTE CONTROLLED VIDEO SYSTEM FULLY 1 2 ADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ORIGINAL SUPPLEMENT ORIGINAL SUPPLEMENT Page 13 of 43 24 0 +00 40+00 45+00 50+00 WV WV WVWV WV GV WV WV WV WV WV WV WV WV WV WV WW 22 1 22 2 22 3 22 4 24 0+00 24 1 40+00 45+00 50+00 38 39 41 42 43 44 46 47 48 49 51 52 SOUTH BLVD. CHICAGO AVENUE CHICAGO AVENUE KEE NEY STREE T SCALE: 1" = 50' 0 50 100 387'-CNC-2" 3'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 170'-CNC-2" 79'-CNC-2" 22'-CNC-2" PTZ PTZ PTZ PTZ 3'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED PTZ 3'-CNC-2" 570'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 356'-CNC-2" 26 0 +00 55+00 60+00 65+00 28 5+00 WV WV WV GV WV WV WV WV WV WV WV WV WV GV W WV WV GV VP WV WV WV W W WV W GV WV WV WV WV WV WV W WV W WV WM GV GV GM VP 25 2 25 3 25 4 26 0 +00 261 55+00 60+00 65+00 53 54 56 57 58 59 61 62 63 64 66 271 27 2 27 3 28 5+00 28 3 284 286 M ADISON STREE T KEDZIE STREE T W ASHINGTON STREE T CHICAGO AVENUE CHICAGO AVENUE MAIN STREE T 410'-CNC-2" 49'-CNC-2" PTZ VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 7'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 18'-CNC-2" PTZ PTZ VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 3'-CNC-2"400'-CNC-2" 24" DIA., TYPE A, FOUNDATION (4' DEPTH) PROPOSED 22' TRAFFIC SIGNAL POST (1 EACH) VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED PTZ 293'-CNC-2"10'-CNC-2" 407'-CNC-2" SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. USER NAME = PLOT DATE =DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - CONTRACT NO. SCALE: STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION N: \ E V A N S T O N \ 2 4 0 6 2 3 \ C A D D _ S h e e t s \ D 1 _ 2 4 0 6 2 3 _ S H T _ T S - P l a n . d g n FI L E N A M E : IT N e t w o r k 0 3 MO D E L : bgunnells 6/2/2026 TRF-35 2853 21-00288-00-R5 COOK 228 CHICAGO AVENUE FROM HOWARD ST. TO CHURCH ST. (SHEET 3 OF 6) FIBER OPTIC CABLE INSTALLATION PLAN MA T C H L I N E E - E MA T C H L I N E E - E (S E E P R E V I O U S S H E E T ) MA T C H L I N E D - D (S E E N E X T S H E E T ) MA T C H L I N E F - F 189 CONSTRUCTION NOTES: REFER TO LIGHING PLANS FOR PROPOSED LIGHT POLE FOUNDATION DETAILS. FULLY OPERATIONAL SHALL BE INCLUDED IN THE UNIT COST FOR: REMOTE CONTROLLED VIDEO SYSTEM. ALL FIBER SPLICES AND TERMINATIONS REQUIRED TO MAKE THE REMOTE CONTROLLED VIDEO SYSTEM 1 2 ADDITIONAL LOCATIONADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ORIGINAL SUPPLEMENT ORIGINAL SUPPLEMENT ORIGINAL SUPPLEMENTORIGINAL SUPPLEMENT Page 14 of 43 70+00 75+00 80+00 30 0+00 315 +00 WV W GV GM W WV W W WGV WV GV WV WV GV WV WV W W WV WV WV W WV WV W W W W WV W W WV W W W W W W GM GV W W W W GV W W GV GM GV WV 70+00 75+00 80+00 67 68 69 71 72 73 74 76 77 78 79 81 30 0 +00 30 1 31 5 +00 31 1 31 2 313 314 LE E STREE T GREE NLE AF STREE T CHICAGO AVENUE CHICAGO AVENUE SCALE: 1" = 50' 0 50 100 292'-CNC-2" 300'-CNC-2" PTZ VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 10'-CNC-2" PTZ VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 3'-CNC-2" PTZ VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 52'-CNC-2" 480'-CNC-2" PTZ 65'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED PTZ 105'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 85+00 90+00 95+00 32 0 +00 33 5 +00 WV GV WW WV W WV W GV WV WV WV WV W W GV W GV W WV WM GV WV WV GV GV WV WV W W WV WV WV WV WV WV 85+00 90+00 95+00 82 83 84 86 87 88 89 91 92 93 94 32 0 +00 32 1 33 5 +00 33 2 33 3 334 HA M ILT O N STREE T CHICAGO AVENUE DEM PS TE R STREE T 391'-CNC-2"214'-CNC-2" 584'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED PTZ 52'-CNC-2" PTZ 12'-CNC-2" PTZ5'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 75'-CNC-2" 71'-CNC-2" 150'-CNC-2" 16'-CNC-2" PTZ VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED PTZ SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. USER NAME = PLOT DATE =DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - CONTRACT NO. SCALE: STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION N: \ E V A N S T O N \ 2 4 0 6 2 3 \ C A D D _ S h e e t s \ D 1 _ 2 4 0 6 2 3 _ S H T _ T S - P l a n . d g n FI L E N A M E : IT N e t w o r k 0 4 MO D E L : bgunnells 6/2/2026 TRF-36 2853 21-00288-00-R5 COOK 228 CHICAGO AVENUE FROM HOWARD ST. TO CHURCH ST. (SHEET 4 OF 6) FIBER OPTIC CABLE INSTALLATION PLAN MA T C H L I N E G - G (S E E P R E V I O U S S H E E T ) MA T C H L I N E F - F (S E E N E X T S H E E T ) MA T C H L I N E H - H M ATCH LINE G - G 190 CONSTRUCTION NOTES: REFER TO LIGHING PLANS FOR PROPOSED LIGHT POLE FOUNDATION DETAILS. FULLY OPERATIONAL SHALL BE INCLUDED IN THE UNIT COST FOR: REMOTE CONTROLLED VIDEO SYSTEM. ALL FIBER SPLICES AND TERMINATIONS REQUIRED TO MAKE THE REMOTE CONTROLLED VIDEO SYSTEM 1 2 ADDITIONAL LOCATIONADDITIONAL LOCATIONADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATIONADDITIONAL LOCATION ORIGINAL SUPPLEMENT ORIGINAL SUPPLEMENT ORIGINAL SUPPLEMENT Page 15 of 43 BUS 95+00 100+00 105+00 355+00 36 5 +00 WV WV WV GV WWV WV WV GV GVWV WV GV WV WV H W H WV H H H WV WV W W WV WV W WV W WV GV W GV WVWV WV WV WV 95+00 100+00 105+00 96 97 98 99 101 102 103 104 106 107 108 109 341 34 2 34 3 34 4 35 5 +00 35 2 35 3 35 4 36 5 +00 36 2 36 3 36 4 CHICAGO AVENUE GREE NW OO D STREE T LAK E STREE T CHICAGO AVENUE GROVE STREE T 114'-CNC-2" 542'-CNC-2" 5'-CNC-2" VIDEO SYSTEM (1 EACH)PROPOSED REMOTE CONTROLLED PTZ 638'-CNC-2" PTZ VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED SYSTEM (1 EACH) CONTROLLED VIDEO PROPOSED REMOTE PTZ 45'-CNC-2" PTZ 167'-CNC-2" VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 248'-CNC-2" PTZ VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 54'-CNC-2" 315'-CNC-2" SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. USER NAME = PLOT DATE =DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - CONTRACT NO. SCALE: STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION N: \ E V A N S T O N \ 2 4 0 6 2 3 \ C A D D _ S h e e t s \ D 1 _ 2 4 0 6 2 3 _ S H T _ T S - P l a n . d g n FI L E N A M E : IT N e t w o r k 0 5 MO D E L : bgunnells 6/2/2026 TRF-37 2853 21-00288-00-R5 COOK 228 CHICAGO AVENUE FROM HOWARD ST. TO CHURCH ST. (SHEET 5 OF 6) FIBER OPTIC CABLE INSTALLATION PLAN (SEE NEXT SHEET) MATCH LINE I - I(SEE PREVIOU S SHEE T ) MATCH LINE H - H 191 CONSTRUCTION NOTES: DETAILS. REFER TO LIGHING PLANS FOR PROPOSED LIGHT POLE FOUNDATION VIDEO SYSTEM. SHALL BE INCLUDED IN THE UNIT COST FOR: REMOTE CONTROLLED THE REMOTE CONTROLLED VIDEO SYSTEM FULLY OPERATIONAL ALL FIBER SPLICES AND TERMINATIONS REQUIRED TO MAKE 1 2 SCALE: 1" = 50' 0 50 100 ADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ADDITIONAL LOCATION ORIGINAL SUPPLEMENT Page 16 of 43 STOPBUS 110+00 115+00 37 5 +00 WV GV W WV WV WV GM 110+00 115+00 111 112 113 114 37 5 +00 37 4 37 6 37 7 DA V IS STREE T CHU RCH STREE T CHICAGO AVENUE CHICAGO AVENUE ORRINGTON AVENUE CHU RC H STREE T 585'-CNC-2" 193'-CNC-2" 5'-CNC-2" PTZ VIDEO SYSTEM (1 EACH) PROPOSED REMOTE CONTROLLED 97'-CNC-2" SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. USER NAME = PLOT DATE =DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - CONTRACT NO. SCALE: STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION N: \ E V A N S T O N \ 2 4 0 6 2 3 \ C A D D _ S h e e t s \ D 1 _ 2 4 0 6 2 3 _ S H T _ T S - P l a n . d g n FI L E N A M E : IT N e t w o r k 0 6 MO D E L : bgunnells 6/2/2026 TRF-38 2853 21-00288-00-R5 COOK 228 CHICAGO AVENUE FROM HOWARD ST. TO CHURCH ST. (SHEET 6 OF 6) FIBER OPTIC CABLE INSTALLATION PLAN (S E E P R E V I O U S S H E E T ) MA T C H L I N E I - I SCHEDULE OF QUANTITIES 192 CONSTRUCTION NOTES: DETAILS. REFER TO LIGHING PLANS FOR PROPOSED LIGHT POLE FOUNDATION VIDEO SYSTEM. SHALL BE INCLUDED IN THE UNIT COST FOR: REMOTE CONTROLLED THE REMOTE CONTROLLED VIDEO SYSTEM FULLY OPERATIONAL ALL FIBER SPLICES AND TERMINATIONS REQUIRED TO MAKE 1 2 SCALE: 1" = 50' 0 50 100 ORIGINAL SUPPLEMENT Page 17 of 43 ITEM C3 SUPPORTING DOCUMENTATION Page 18 of 43 Revised March 25, 2024 1 City of Evanston Chicago Avenue Task 1A – Supplemental Topographic Survey CBBEL will perform additional Topographic Survey of Chicago Avenue, from Davis Street to Howard Avenue for use in Design Engineering Services. This will supplement the previous survey completed during Phase I and include the survey of underground utilities. CBBEL will perform the following survey tasks if necessary: The survey will be used as a base map for design purposes. Included are the following survey tasks: Horizontal Control: CBBEL will recover and verify existing primary control utilizing state of the art GPS equipment based on NGS Control Monumentation. Vertical Control: CBBEL will recover and verify existing benchmarks and confirm elevations on existing horizontal control points. This will be based on GPS observed NGS Control Monumentation (NAVD’88 vertical control datum). Existing Right-of-Way: CBBEL will update the approximate existing right-of-way of the roadways within the project limits based on monumentation found in the field, plats of highways, subdivision plats and any other available information. Topographic Survey: CBBEL will field locate all pavements, driveways, curb and gutters, pavement markings, signs, manholes, utility vaults, drainage structures, utilities, driveway culverts, cross road culverts, etc. for areas not originally surveyed within the project limits. CBBEL will establish all rim and invert elevations, utility sizes & type, depth subterranean structure, etc., at all points of access to below-grade utilities. Cross Sections: CBBEL will survey cross sections along the project limits at 50’ intervals, at driveways, and at all other grade controlling features. Survey will be obtained in areas not originally surveyed. Tree Survey: CBBEL will locate all trees not previously located over 6” inches in diameter within the existing right-of-way for the project in order to assess potential tree impacts, if any, associated with the project. The located trees will be identified by species (deciduous or coniferous) and the size and condition determined as appropriate. Utility Survey and Coordination: All existing storm and sanitary sewers will be surveyed to determine rim and invert elevations and pipe sizes. Above ground facilities of any additional underground utilities including water main, gas, electric, cable, etc. will also be located. Base Mapping: CBBEL will compile all of the above information onto one base map at 1”=20’ scale that is representative of existing conditions for use as the base sheet for the construction of any public or private infrastructure subsequent to the findings of engineering/drainage analysis. Limits of survey Page 19 of 43 Revised March 25, 2024 2 *NOTE: No land acquisition is anticipated. Boundary/Land Acquisition Survey, Plats of Easement, and Right-of-Way/Plat of Highway Scope of Services are not included in this proposal. Task 1B – Julie Utility Coordination CBBEL will continue previous coordination with JULIE to retrieve atlas information for all applicable underground utilities including water main, gas, electric, cable, etc. CBBEL will also collect City atlases and include this info in base mapping. CBBEL will compile all Utility Atlas information into the base map. Locations of existing utilities /obstructions / systems shown on the base map are the compilation of available utility plans provided by utility owners and JULIE Utility Coordination. All utilities /obstructions / systems may not be shown. Contractor shall be responsible for locating and protecting all underground utilities /obstructions / systems whether or not shown on base map. JULIE Utility Coordination Atlas information is typically isolated to Public Right-of-Way (off-site) & limited areas adjacent to Public Right-of-Way. Identification & location of all private subsurface utilities within project area (on-site) is the responsibility of the client. Task 4 - Plans – Dempster Street to Davis Street CBBEL will prepare full plans for Chicago Avenue from just south of Dempster Street (Station 85+50) to Davis Street (Station 110+00). At a minimum, the sheets will include the following: Sheet Title Estimate # of Sheets Estimated Hours Summary of Quantities 1 40 hr./sheet Alignment, Ties, Benchmark 2 16 hr./sheet Typical Sections 1 24 hr./sheet Maintenance of Traffic General Notes and Typical Sections 2 16 hr./sheet MOT Stage 1 (1” = 40’) 2 16 hr./sheet MOT Stage 2 (1” = 40’) 2 16 hr./sheet Removal Plans (1” = 20’) 5 16 hr./sheet Proposed Plans (1” = 20’) 5 40 hr./sheet Erosion Control Plans (1” = 40’) 1 12 hr./sheet Pavement Marking and Signage Plans (1” = 20’) 3 24 hr./sheet Total 24 556 Hours In addition to the plans, CBBEL will assist Epstein with preparing and assembling quantities, specifications and estimates of time and cost. Task 5 – Plans – Traffic Signals CBBEL will prepare pre-final and final traffic signal plans, technical specifications, and an engineer’s cost estimate for the modifications of the existing traffic signal installations at five (5) intersections along Chicago Avenue. The plans will be developed based on current and applicable IDOT, City of Evanston and MUTCD design criteria and standards. Page 20 of 43 Revised March 25, 2024 3 The five (5) intersections along the project limits that are scoped to have the existing traffic signals to be modified are listed below (from north to south): - Chicago Avenue and Davis Street (modification) - Chicago Avenue and Grove Street (modernized) - Chicago Avenue and Lake Street (modification) - Chicago Avenue and Greenwood Street (modification) - Chicago Avenue and Dempster Street (modification) Field Reconnaissance and Data Collection: CBBEL obtain the existing traffic signal record plans at the eight intersections. This will be supplemented by existing plan data and CBBEL will conduct a field reconnaissance of the existing traffic signal equipment at each signalized intersection to verify the existing traffic signal equipment data and layout. Base Sheet Preparation: CBBEL will prepare base sheets in MicroStation at a scale of 1 in = 20 ft for the temporary traffic signal and traffic signal modification plans using the project’s topographic survey, maintenance of traffic staging plans, and the proposed roadway geometry layout. Existing Traffic Signal Removal Plans: Existing traffic signal removal plans will be required for each of the eight intersections. A list of existing traffic signal equipment items to be removed, relocated (if necessary), or returned to the maintaining highway agency will be provided with notes. One traffic signal removal plan sheet will be required per existing signalized intersection. Temporary Traffic Signal Installation Plans: Temporary traffic signal installation plans will not be required for each of the five (5) intersections. It is assumed that the MOT will not require temporary traffic signal installations. Traffic Signal Modification Plans, Cable Plans, and Illuminated Street Name Signs: The five existing traffic signal installations will be modified with additional signal equipment as necessary. Each intersection will require a minimum of three (3) plan sheets for the installation plan, cable plan, and illuminated street name sign detail sheet. All additional traffic signal equipment will be new. New traffic signal equipment may include (and is not limited to) new handholes, new cables, new posts, new combination mast arm assemblies, new traffic signal indications, new pedestrian signal heads, new accessible pedestrian signals, bike signals, new emergency vehicle preemption equipment, new service installation, new illuminated street name signs, and new full-actuated controller and cabinet with a new uninterruptible power supply unit. All new traffic signal equipment will be designed using current IDOT, City of Evanston, and MUTCD standards. The modification plan sheet will depict the conduit and foundation design of the new traffic signal equipment. Also shown on the modification plan sheet will be the location of the vehicle detection zones, posts and combination mast arm assemblies, and service location. The second sheet will show the cable plan which will include the controller sequence, emergency vehicle preemption sequence, and wattage requirements for the proposed electrical service. Page 21 of 43 Revised March 25, 2024 4 The third sheet will show the illuminated street name sign details and the schedule of quantities for the traffic signal improvements at the intersection. Technical Specifications, Quantities, and Opinion of Probable Cost: Technical specifications employing IDOT and/or City of Evanston special provisions to the extent that they apply will be assembled. Pay items will be identified along with quantities for each pay item. An engineer’s opinion of probable construction cost will be prepared based on the traffic signal and interconnect system schedule of quantities. The plan sheets for the contents described in this task will include three anticipated review submittals (Preliminary, Pre-Final, and Final) to the reviewing Highway Agency. The following plan sheets will be included in each review submittal (estimated number of sheets shown in parentheses):  IDOT District 1, Standard Traffic Signal Design Details (8 sheets)  Remove Existing Traffic Signal Equipment Plans (4 sheets)  Temporary Traffic Signal Installation Plans (30 sheets)  Temporary Cable Plans and Temporary Phase Sequence Diagrams (30 sheets)  Traffic Signal Modification Plans (5 sheets)  Cable Plans and Phase Sequence Diagrams (5 sheets)  Illuminated Street Name Sign Details and Schedule of Quantities (5 sheets)  Temporary Interconnect Plans and Schematics (5 sheets)  Proposed Interconnect Plans, Schematics, and Schedule of Quantities (5 sheets) Task 6– Plans – Lighting Project Understanding The lighting improvements will include complete removal and replacement of all street lighting components (poles, foundations, conduit, controllers, etc.) along Chicago from Howard Street to Davis Street. Intersection lighting improvements will also include the following signalized intersections: - Chicago Avenue and South Boulevard - Chicago Avenue and Kedzie Street - Chicago Avenue and Main Street - Chicago Avenue and Greenleaf Street - Chicago Avenue and Dempster Street - Chicago Avenue and Greenwood Street - Chicago Avenue and Lake Street - Chicago Avenue and Grove Street - Chicago Avenue and Davis Street - Chicago Avenue and Howard Street The proposed lighting units will consist of a spun aluminum pole with 8-foot davit arm and LED cobra head type luminaire mounted at 30 feet; and a fluted aluminum pole with post top Tallmadge LED luminaire mounted at 16 feet. Davit arm poles are proposed for the segment between Howard Street and South Boulevard. Page 22 of 43 Revised March 25, 2024 5 A combination of alternating davit arm poles and Tallmadge poles are proposed on the east side of the street for the segment from South Boulevard to Kedzie Street. A combination of alternating davit arm poles and Tallmadge poles are proposed on both the east and west sides of the street for the segment from Kedzie Street to Davis Street. Across the street from every davit pole will be a Talmage pole in this section. Temporary lighting will be provided at all intersections where signal improvements are proposed. A power supply detail will be provided at 1245 Chicago Avenue between the bike lane and parking lane. Preliminary (Photometric) Submittal CBBEL will meet with the appropriate personnel as required to determine the minimum lighting requirements, preferred lighting equipment and obtain existing lighting information. CBBEL will perform site visit to obtain information regarding the existing field conditions. Based on the information collected, lighting photometric calculations will be performed for the proposed lighting. The calculations will determine the proposed lighting levels for the roadway and intersections. The photometric calculations will be performed using the last version of AGI32 photometric software. We understand these photometric calculations to include the following: Proposed photometric calculations for each individual roadway multi-lane cross section including sidewalk horizontal illuminance calculations. Proposed and temporary photometric calculations for signalized intersections. Based on the photometric calculations and existing/proposed field conditions, a proposed light pole layout will be determined, field verified, and incorporated into a preliminary set of lighting plans. A Preliminary lighting submittal report will be created including a project description, target lighting levels with justification, photometric calculations, and cut sheets of the proposed lighting equipment. The preliminary report will be submitted along with the preliminary plans for review. Prefinal and Final Submittal Upon approval from the reviewing agencies, temporary/removal/proposed roadway lighting plans/detail sheets and specifications will be prepared. The plan sheets will include the locations of the lighting units along with electric cables/raceways, controllers and hand holes. Detail drawings will include light pole and luminaire, concrete foundation, lighting controller(s) cabinet/ component schedule/ wiring diagram, pole handhole wiring diagram, one-line circuit diagram, handhole and conduit installation details. Detailed specifications will be prepared along with the appropriate standards. Voltage drop calculations and opinion of probable construction cost and summary of quantities will also be performed and submitted under this task. The detailed prefinal design will be submitted for review. CBBEL will also coordinate and meet with the electric utility to determine location for new electric service to the proposed lighting controller(s) under this task. Page 23 of 43 Revised March 25, 2024 6 Task 7 – Deputy Project Management and QA/QC CBBEL (Mike Kerr) will provide Deputy Project Management duties throughout the duration of Phase II. Additionally, CBBEL will provide a detailed QA of the traffic signals designed by Epstein. N:\PROPOSALS\ADMIN\2023\Evanston Chicago Avenue\Scope of Work_Evanston Chicago Avenue.032524.doc Page 24 of 43 7' 10 ' 10 ' 3' 8' 10 ' 10 ' 3' 8' MULFORD ST. 10 ' 10 ' 11 ' 8' 8' 25'25' 50 'R 50 'R 50 'R 50'R CHICAGO AVE. JUN EW AY TE R. CHICAGO AVE. PR ON-STREET PARKING PR B-6.12 CURB & GUTTER EX CURB & GUTTER TO BE REMOVED PR � CHICAGO AVENUE 20'R 20'R 5'R 5'R PR SB BUS STOP PR B-6.12 CURB & GUTTER EX CURB & GUTTER TO BE REMOVED PR � CHICAGO AVENUE PR B-6.12 CURB & GUTTER EX CURB & GUTTER TO BE REMOVED 8' 9' 46' (1:28 TAPER) PR RAISED CROSSWALK PR SIDEWALK PR B-6.12 CURB & GUTT EX CURB & GUTTER TO B PR RAISED ISLAND 14 ' 14 ' 1' 6' 5' 9' 15'R CDOT everything east of CL CDOT paying for lights S of here - BOARDING ISLAND PR NB BUS STOP(TYP) TREE REMOVAL 603 603 604 604 604 60 4 604 604 605 60 5 605 606 606 607 607 608 608 608608 609 60 6 .53 60 6 .65 60 6 .94 60 6 .94 60 7 .23 60 7 .23 60 7 .37 60 7 .13 60 6 .87 60 5 .46 60 5 .55 60 6 .03 60 6 .03 60 6 .23 60 6 .23 60 6 .14 60 5 .52 60 5 .55 60 6.12 60 6.12 60 5 .88 60 5 .88 60 5 .36 60 5 .83 60 5 .55 60 4 .56 60 7 .31 60 7 .19 60 6 .31 60 6 .37 60 5 .61 60 5.81 60 5.63 60 5 .61 60 4.70 604.23 602.52 605.21 604.60 60 4 .54 605.00 604.67 604.37 604.38 604 .08 603.93 604 .21604.27 604.34 604.29 60 2 .7460 4.06 60 4 .15 60 4 .42 604.37 604.11 603.80 603 .80 603.85 60 3.83 60 4 .29 604 .62 604.66 603.69 60 4 .72 60 4 .54 60 4.96 604.82 604.61 604 .53 60 4 .78 604.16 604.77 604.93 604.79 60 4 .70 60 4.63 60 4 .29 60 4 .24 60 4 .56 603.77 60 3 .90 604.22 60 4 .18 604.17 60 4 .12 604.21 60 4 .19 604.05 60 4.05 604.11 604.11 60 4 .14 604.15 604.28 60 4 .38 60 4 .21 60 4.18 60 4.29 60 4 .29 604.30 604.3960 4.34 604.44 605.51 60 4.96 607.34 60 7.42 60 7.45 60 3.77 604.39 604 .58 60 4 .50 604 .34 60 3 .62 604 .34 60 4 .28 60 3.80 60 3 .82 603 .49 604.30 604.24 604.13 60 3.76 60 4 .30 604.31 604.56 604.26 606.58 60 7.88 607.78 60 7.12 60 4 .67 60 6 .53 60 5 .55 60 5 .36 60 4 .36 60 4 .26 603.89 603.86 604 .11 604.13 604.39 60 6 .70 60 5.48 60 5 .48 60 5.35 60 5 .32 604.44 604.00 60 4 .16 604.78 604.73 604.62 604.46 60 4 .48 60 4 .84 606 .07 607.02 606.40 60 7.91 21 1 21 0 +00 272625+0020+00 24232221 N 10-24-2024 JU N E W A Y T E R . MU L F O R D S T . CHICAGO AVE. Needed for ADA and drainage requirements Needed for ADA and drainage requirements Page 25 of 43 10 ' 10 ' 10 '3' 8' 60'10' ALL E Y SOUTH BLVD . PR NB BUS STOP - SHARED PLATFORM EX SIGNAL TO BE REMOVED AND RELOCATED EX CURB & GUTTER TO BE REMOVED PR B-6.12 CURB & GUTTER PR RAISED ISLAND PR � CHICAGO AVENUE CHICA TO BE RELOCATED EX UTILITY POLE 3' 6' 15'R 10'R 24.5:1 TAPER (DOTTED LINE) 31:1 TAPER (DOUBLE YELLOW) 30:1 TAPER (EOP) 90'135' 10 ' 10 ' 10 ' 4' 4' 1. 5 ' 10 ' 4' 4' 15'R 18'R15'R 604604 604 604 605 605 605 605 60 5 606 606 60 6 607 608 608 60 7 60 7.40 60 7.40 60 7.46 60 7.42 60 7.37 60 7 .53 60 7 .77 60 9 .16 60 7 .99 60 7 .34 60 7 .88 60 7 .93 60 7 .59 60 8 .19 60 7 .96 60 8 .01 60 7 .79 60 7 .80 60 7 .80 60 7 .76 60 6 .52 60 7 .50 60 7 .36 60 5.69 605 .51 60 5 .33 60 5.58 60 5 .77 60 7 .05 605 .68 605 .39 604 .79 60 4 .83 604 .8560 4 .88 60 5 .27 604 .25 604.09 60 3 .83 60 3 .83 60 4 .14 60 4 .20 603 .55 60 4 .20 60 4 .54 60 4 .74 60 4.53 60 3.41 603 .59 603.60 60 4 .02 60 4 .46 60 4 .05 604.15 604.35 60 4 .67 60 4.40 60 5 .02 60 4.80 605.27 60 5 .27 604.01 60 6.04 605.84 60 5.42 603 .70 60 3.22 60 3.73 60 3 .76 604.25 60 4.40 60 4.50 604.40 604 .26 60 4.18 60 4.31 60 4.53 60 3.64 60 3.80 60 5.42 60 5.42 605.46 60 5 .36 604 .79 604 .99 604 .99 60 5.07 60 5.07 605.06 604.89 60 4 .87 605 .19 60 5 .11 605.10 60 5.30 605 .29 605.42 605.46 605.46 60 5.54 60 5.54 60 5.52 60 5.56 60 5.33 60 5 .33 60 5.61 60 5.64 60 5.64 60 5.62 60 5.62 60 5.60 60 5.33 60 5.37 60 5.57 60 5 .54 60 5.54 60 5.55 60 5 .55 60 5.59 60 5 .66 60 5.67 60 5.67 605 .53 60 5 .53 60 5.54 60 5 .56 60 5.49 60 5.46 60 5.52 605.48 605.50 60 5.46 605.47 60 5 .51 60 5.51 60 5 .62 60 5 .41 60 5.42 60 5.65 60 5.65 60 5 .62 60 5 .62 605.57 60 5 .40 60 5 .40 60 5 .24 60 5.23 60 5.34 60 5 .37 60 5 .37 60 8 .21 60 8 .00 60 7 .10 60 6 .52 60 4 .15 60 4 .64 60 5.46 60 5.40 605 .36 604 .24 60 8 .13 60 7 .97 60 6 .86 604 .65 60 4.93 605.17 60 5.22 60 5 .54 60 5.26 60 5.26 60 3.49 60 4.25 60 4.10 604.10 60 4 .32 604.91 60 4.96 60 6 .10 605.98 606.12 604.20 604.21 60 4 .20 60 4.25 60 8 .84 TO BE RELOCATED EX UTILITY POLE & GUTTER PR SB BUS STOP PR � SOUTH BLVDBE REMOVED LIGHT POLE TO BE REMOVED EX LIGHT POLE BICYCLE SIGNALS TO BE ADDED EXISTING SIGNALS TO BE MODERNIZED CHICAGO AVE. @ SOUTH BLVD. 115' (LT STORAGE) (TYP) TREE REMOVAL 22 2 22 1 22 3 41 4240+00398 N 10-24-2024 SO U T H B L V D . CHICAGO AVE. Needed for ADA and drainage requirements Needed for ADA and drainage requirements and for viaduct information Page 26 of 43 KEE NEY ST. 10' 3'10' 11' PR � KEENEY STREET PR B-6.12 CUR EX CURB & GUT EX CURB & G 11 4 5 'R 5' 11 ' 20 'R 20'R 602 602 60 2 603603 60 3 603 6 603 603 604 60460 4.52 60 4 .38 60 4 .38 60 4.50 60 4.50 60 4.50 60 4.46 60 4.46 60 4.45 60 4.23 60 4.21 60 4 .21 60 4 .20 60 4 .20 60 4 .08 60 4 .18 60 4 .18 60 4 .20 60 4 .16 60 4 .14 60 4 .16 60 4 .15 60 4 .19 60 4 .18 60 4 .20 60 4 .22 60 4 .14 60 4 .1260 4 .02 60 4 .00 60 4 .11 60 4 .11 60 4 .08 60 4 .08 60 4 .07 60 3 .97 60 3 .97 60 4 .04 60 4 .04 60 4 .07 60 4 .00 60 3 .92 60 3 .74 60 3 .74 60 3 .95 60 3 .95 60 3 .98 60 3 .98 60 3 .79 60 3 .60 60 3 .57 60 3 .46 60 3 .45 60 3 .45 60 3 .56 60 3 .56 60 3 .66 60 3 .66 60 3 .56 60 3 .55 60 3.68 60 3.72 602.91 60 3 .11 60 3.48 60 2 .74 60 3 .48 60 3 .13 60 2 .89 60 2 .74 60 2 .83 60 2 .80 60 3 .0360 2 .98 60 2 .54 60 2 .54 602.88 602.88 60 3 .13 60 2 .61 602.68 60 3 .04 60 2 .76 60 2 .56 60 2 .75 60 2 .61 60 2 .42 60 2 .72 603.04 60 3.47 60 3 .51 60 3 .69 60 3 .63 603.60 603 .58 603 .58 60 3.52 603 .71 60 3 .63 60 2 .72 60 2.7060 3 .33603.48 60 3.45 60 3.39 60 3.42 60 3.49 60 3.47 60 3 .47 603 .51 60 3.20 60 2 .68 60 3 .36 60 3.38 60 3.46 60 3 .44 60 3.37 602.67 60 5 .05 60 5 .03 60 4 .76 60 4 .28 60 4 .13 60 3 .90 60 3 .42 60 5 .38 60 4 .42 60 4.39 60 4 .22 60 4 .39 604 .59 604.61 60 4 .52 60 4 .45 60 3 .65 60 3 .77 60 3 .48 60 3 .39 60 3.44 60 3 .37 60 4 .51 60 4.55 606 .96 60 3 .32 24 1 46 47 48 49 50+00 24 0 +00 N 10-24-2024 KE E N E Y S T . CHICAGO AVE. Needed for ADA and drainage requirements and additional parking along Keeney Page 27 of 43 KEDZIE ST. 32' 11 ' 10 ' 7'4' 8' 10 ' 10 ' 8' 6' 8' 10 ' 10 ' 8' 6' 8' 10 ' 10 ' 8'5' 8' 10 ' 10 ' 13 ' 8' CHICAGO AVE. M AD ISON ST. W ASHING TON ST. CHICAGO A 35'45' PR � CHICAGO AVENUE PR LOADING ZONE PR NB BUS STOP - BOARDING ISLAND PR SB BUS STOP 30' PR � MADISON STREET PR � KEDZIE STREET 80' (1:20 TAPER) PR B-6.12 CURB & GUTTER TO BE REMOVED EX CURB & GUTTER EX CURB & GUTTER TO BE REMOVED PR B-6.12 CURB & GUTTER PR B-6.12 CURB & GUTTER BRICK BUFFER PR 1' DECORATIVE BRICK BUFFER PR 2' DECORATIVE PR � WASHINGTON STREET PR ON-STREET PARKING 20' (TYP.) PR ON-STREET PARKING TO BE EX CURB PR B-6.12 CSIDEWALK LEVEL PR BIKE LANES ONALK LEVEL IKE LANES 5' 4' 1' 5'R 8'R 20'R20'R 20'R 10'R5'R 20'R20'R 8'R8'R (TYP) TREE REMOVAL (TYP) TREE REMOVAL 60 360 3 603 03 604 604 604 604 604 604 604 604 60 4 604 604 604 604 604 604 604 604 605 60 5 605 60 5605 606 606 606 607 604.76 604 .88 60 4 .77 60 4 .89 604 .72 604 .72 604 .74 60 4.76 604 .69 60 4.69 60 4 .62 604.76 60 4.89 60 4 .92 604.95 60 4.86 60 4 .79 604 .78 604.50 60 4.57 604.57 604 .49 604.35 604.30 60 4 .41 60 4.44 604 .43 60 4.40 60 4.26 604.29 604 .30 60 4.30 604 .38 60 4.37 60 4 .34 60 4.37 604.30 60 4.24603 .72 604 .29 604.30 604.34 60 4 .33 60 4.34 604.40 604 .27 604.29 604 .45 604 .39 604.38 604 .26 604.32 603 .89 60 4.22 60 4.15 604 .20 604.16 604.16 604.09 604 .10 603 .59 60 3 .96 60 5 .09 60 5 .55 60 4 .99 60 3 .95 60 3 .96 60 5 .02 60 5 .04 60 3 .95 60 3 .97 60 5 .37 60 5 .02 60 3 .97 60 3 .02 60 3 .99 60 4 .00 60 3 .76 60 4 .00 60 3 .99 60 3 .50 60 3 .22 603.98 60 4 .01 60 4 .04 60 3 .48 60 3.27 60 3.25 60 3.20 603 .17 603 .20 602 .74 603.64 603.25 603 .29 603 .86 603 .91 60 3 .98 604.00 603 .95 603.93 604.03 604.06 604.05 604 .00 604 .00 603.57 604.01 603 .90 603 .90 603 .87603 .70 603 .92 603 .89 60 3 .90 603.88 603 .87 60 3.76 603.80 60 3 .79 603 .39 603.26 603.12 60 3 .01 603.15 603 .09 60 3 .07 602 .96 60 3 .37 60 3.40 603 .12 603.55 603.62 603.06 603.50 603.53 603.59 603.47 603 .66 603 .66 60 3.62 603 .73 603 .73603.71 603 .72 60 3 .86603.80 60 3.82 60 3.82 603.91 603.99604.06 604.06 604.09 604.06 604.06 603.99 603.84 603.87 603.73 603.71 603.68 604.05 603.51 60 3 .96 60 3.97 603.44 603 .45 60 3.81 603 .80 60 4.14 60 4 .26 604.34 604.14 604.31 604.18 604.27 604.23 604.26 604.30 603 .7060 3.87 603.85 603.73 603 .98 603 .98 603.99 603.71603 .87 603 .84 60 3.69 604.01 604.01 604 .11 604 .11603.89 603.97 60 4 .00 603.73603.93 603 .91 603 .75 60 4.09 60 4.09 604 .09 604 .15 604 .14 604 .18 60 4.20 60 4 .20604 .17 60 4.14 604 .15 604 .05 60 4 .08 604.08 604 .06 603 .50 60 4.43 604.05 60 4.27 60 4.27 60 4.28 603 .44 603 .52 603 .48 604.29 603 .90 604 .03 604.11 603 .62 604.05 604.01 603 .77 60 4.28 603.96 603.94 603.74 603 .99 604.39 60 4.65 60 4.65 60 4.67 60 4.53 60 4.63 604 .56 604 .48 604.43 604 .53 604 .01 604 .07 60 4.15 60 3 .79 603 .83 60 3 .83 60 4 . 60 4 .36 60 4 .55 60 4 .73 60 5 .09 60 5 .13 604 .97 603.70 603.67 603 .89 60 3.77 60 3 .86 60 3.66 603 .67 60 4 .92 604.12604.22 604.09 604.12 603 .70 603.64 603.69 604.91 604.52 604 .49 604.32 60 6.82 606 .99 60 5 .56 605 .71 60 5 .88 605.82 60 5 .85 605.36 60 6.17 606.43 606.51 606.65 606.62 606 .24 60 6 .78 60 6 .90 606 .89 607 .00 60 7 .03 607 .17607 .11 60 7.01 60 6.94 60 6 .57 60 6.99 60 7 .21 60 7 .77 604.06 604.23 60 4.27 604.18 604 .26 604.28 604.28 604.41 604.54 604.54 604.49 604.49 60 4.4660 4 .22 604 .57 605.16 605.25 605.31 605 .30 605.73 605.85 605.89 60 5 .87 605.85 60 5 .73 605.10 605 .14 605.11 605.12 60 4.65 60 4.65 605.75 605.72 605.05 606.15 605 .72 60 6 .18 60 4 .27 604.01 605 .59 605 .40 605 .79 607 .06 606.80 60 6.67 606 .04 604 .88 606 .86 606.61 60 6.02 60 4 .89 60 6.6760 6.43 606.02 606 .17 607 .25 60 4 .07 604.40 60 4 .13 60 3 .97 60 3 .98 60 3 .96 60 3 .98 35' 77' (1:10 18' BICYCLE SIGNALS TO BE ADDED EXISTING SIGNALS TO BE MODERNIZED CHICAGO AVE. @ KEDZIE ST. 25 3 25 4 26 1 26 2 27 2 27 3 56 57 58 59 61 62 60+00 55+00 26 0 +00 N 10-24-2024 KE D Z I E S T . CHICAGO AVE. MA D I S O N S T . WA S H I N G T O N S T . Needed for ADA and drainage requirements and for viaduct information Needed for ADA and drainage requirements and for viaduct information Needed for ADA and drainage requirements Page 28 of 43 10 ' 10 ' 8' 6' 8' 10 ' 10 ' 10 ' 10 ' 3' 8' CHICAGO AVE. M AIN ST. CHICAGO AV PR ON-STREET PARKING PR � CHICAGO AVENUE PR NB BUS STOP - SHARED PLATFORM PR SB BUS STOP 94'80' (LT STORAGE) 1:10 TAPER 1:100 TAPER TO BE REMOVED EX CURB & GUTTER PR B-6.12 CURB & GUTTER PR RAISED ISLAND PR B-6.12 CURB & GUTTER PR � MAIN STREET PR � CHICAGO AVENUE PR B-6.12 CURB & GUTTER PR B-6.12 CURB AND GUTTER EX CURB & GUTTER TO BE REMOVED 11 ' 8'R 3'R 20'R18'R 20'R 20'R8'R5'R 8'R 604 604 604 604 604 604 604 604 60 5 605 605 605 605 605 605605 605 605 60 5 60 5 606 606 607 607 607 60 5 .48 60 5 .49 60 5 .39 604.96 60 5.10 605 .18 60 4 .95 604 .95 60 5.27 605.29 60 4 .95 604 .94 60 5 .33 605 .53 60 5.22 605 .35 60 5.57 60 5.57 60 5.63 60 5.60605 .63 605 .58 605 .55 60 5.49 605.48 605 .44 605.45 60 5.46 605 .3260 5.29605 .25 605 .31 60 5.1660 4.40 605 .18 60 5 .11 605 .45 60 5.49 605 .47 605.4360 5.14 60 5 .08 60 5.21 60 5.25 605.44 60 5.44 60 5.47 60 5.4360 5.25 60 5.22 605.23 605.28 60 5 .45 605.46 605 .46 605 .42 605.26 605 .32 605.28 605.25 60 5.49 605.50 605.50 60 5.48 605 .26 60 5.34 605 .33 605 .27 605.31 605 .50 605.46 605 .43 605.48 605.29 605.24 1717 605 .22 605 .22 605 .04 60 4.89 605 .04 604.96 60 4.92 605 .09 605 .23 60 5.21 605 .15 604 .9760 5.12 605 .10 60 4 .98 60 5.23605 .22605 .10605 .21 605 .09 60 5 .12 604.45 605 .14 60 5 .30 605 .38 605.39 605.29 604.97 605.11 60 5 .13 60 4 .98 605 .28 60 5 .79 60 5 .83 60 5 .28 604.92604 .99 605 .05 605 .05 605.00 604.93 604.97 60 4 .97 60 5.02 60 5.02 604.99 60 5 .15605.16 605.14 605.09 604.93 604.92 604.79 604 .92 60 4 .9660 5 .04 605 .00 604.94 604 .9060 5 .01 604.99 604.85 604.86 60 5.23 604.75604 .88 604.87 604.71 604.28 605 .12 605.63 605.63 60 5.61605 .62 605.61 605.62 605 .68605 .67 605.53 605 .55 605 .32 605.31 605.50 605.49 605.51 605.50 605.30 605.37 605.34 60 5.36 605.52 605.47 605.51 605.53 605.31 605.35 605.58 605.55 605 .53 605.52 605.33 605.36 605 .49 605 .49 605 .49 60 5.29 605.46 60 5.61 60 5 .31 605.38 604 .57 605.60 605 .52 605 .43 605.40 605.53 605.5160 5.50 605.50 604 .31 60 4.64 604 .46 604.98 605.59 603.94 604 .12 604.40 605 .12 604.98 604.70 604.96 604 .82 604.83 605.00 604 .94 604.80 605.08 604 .92 60 4 .91 60 4.97 604.68 605 .11 605.04 60 4.90 60 4 .83 603 .98 604.70 604.70 60 4 .79 605 .04 60 5.28 605.32 60 5.29 60 5 .08 604.85604.68 60 4 .76 604.62 604.74 60 4 .76 60 5 .03 60 4 .94 60 4 .84 60 4 .91 60 5 .90 60 5 .48 60 4 .88 604.51 60 4 .77 60 4 .79 60 4 .71 60 4 .89 60 4 .72 60 4.72 60 4 .74 60 4 .76 60 4 .69 60 4 .69 60 4 .62 60 4 .76 60 4 .89 60 4 .92 60 4 .95 60 4 .86 60 4 .79 60 4 .78 605 .19 605 .05 604 .97604.95 60 4.74 604.55 604 .49 604.26 604 .11 604.23 604.15 603.86 603.72 603.72 603.80 604.22 60 3 .83 603.86 60 5 .53 604.00 604.06 60 4 .08 604 .02 60 4 .08 604.26 604 .39 604.31 604.06 604.15 604.26 60 4.26 604.19 604.37 604.34 60 4 .24 60 3 .73604.23 60 4 .27 60 4.30 60 4.30 604 .30 60 4.2360 4.30 604.13 60 3 .98 60 3.84 603.90 603 .88 603.94 60 4.32 60 4 .24 60 4 .28 60 4 .29 60 4 .3360 4 .20 60 4 .29 60 4 .08 60 4 .38 60 4 .37 60 4 .50 60 4 .57 60 4 .57 60 4 .49 60 4 .35 60 4 .30 60 4 .41 60 4 .44 60 4 .43 60 4 .40 60 4 .26 60 4 .29 60 4 .30 60 4 .30 60 4 .38 60 4 .37 60 4 .34 60 4 .37 60 4 .30 60 4 .2460 3 .72 60 4 .29 60 4 .30 60 4 .34 60 4 .33 60 4 .34 60 4 .40 60 4 .27 60 4 .29 60 4 .45 60 4 .39 60 3 .50 60 4 .43 60 4 .05 60 4 .27 60 4 .27 60 3 .99 60 4 .28 60 4 .28 60 4 .29 604 .05 60 3 .96 60 3 .94 60 4 .39 60 4 .65 60 4 .65 60 4 .67 60 4 .53 60 4 .63 60 4 .56 60 4 .48 605.56 60 5.60 60 5 .32 605.44 605 .36 604 .78 604.51 604.43 604.93 605.06 60 5 .00 60 4.86 604.95 604.86 604 .93 604.98 60 4 .91 605 .10 604 .81 60 4 .84 604.69 60 4 .87 604.74 605 .04 605.10 605.0860 4 .43 60 4 .53 604 .43 60 4.8660 4 .47 604 .47 60 4 .78 60 4 .01 60 4 .07 60 4 .15 60 4 .77 60 6 .82 60 6 .99 60 5 .56 60 5 .71 60 5 .88 60 5 .82 60 5 .85 60 5 .36 60 6 .17 60 6 .43 60 6 .51 60 6 .65 60 6 .62 60 6 .24 60 6 .78 60 6 .90 60 6 .89 60 7 .00 60 7 .03 60 7 .1760 7 .11 60 7 .01 60 6 .94 60 5 .34 60 5 .63 606 .57 60 6 .99 60 7 .21 60 7 .77 60 5 .72 60 5 .71 60 5 .86 60 5 .51 607.49 607 .43 607.63 607.79 60 5 .64 605.96 60 6 .07 606.25 606.62 606.65 60 6.84 607 .10 607 .08 60 7.53 60 7.46 60 7.46 607 .43 60 7 .45 607.3160 7.25 60 7.09 60 7 .11 60 7.07 606.65 606.71606.60 60 6.64 606.67 606 .18606.03 60 5 .9560 5.66 605.72 606.07 606.46 606.64 60 6 .46 60 6.04 604 .85 605.03 605.07 605.07 605.34605 .24 60 5 .72 60 6 .18 60 5 .59 60 5 .40 60 5 .79 60 7 .06 60 6 .80 60 6 .67 60 6.04 60 4 .88 60 6 .86 60 6 .61 60 6 .02 60 4 .89 60 6 .6760 6 .43 60 6 .02 60 6 .17 60 5 .36 60 6 .00 60 5 .85 60 5 .75 60 6 .0260 5 .78 605.67 606.05 604 .92 604.82 606 .02 60 4.97 604.16 60 7 .25 60 4 .40 60 4 .13 PR ON-STREET PARKING 8' 3' 10 ' 10 ' 10 ' 8' 35' 100' (LT STORAGE)77' (1:10 TAPER)53' 60' (1:20 TAPER) EX CURB & GUTTER TO BE REMOVED PR ON-STREET PARKING PR ON-STREET PARKING 25' 59'18' BICYCLE SIGNALS TO BE ADDED EXISTING SIGNALS TO BE MODERNIZED CHICAGO AVE. @ MAIN ST. 28 4 28 6 28 7 62 63 64 66 67 68 65+00 28 5 +00 N 10-24-2024 MA I N S T . CHICAGO AVE. Needed for ADA and drainage requirements and for viaduct information Needed for ADA and drainage requirements Page 29 of 43 7' 10 ' 10 ' 8' 3' 8' LE E ST. PR � LEE STREET PR RAISED ISLAND PR RAISED ISLAND PR B-6.12 CURB AND GUTTER EX CURB & GUTTER TO BE REMOVE 11 ' 11 ' 50'48'20' 8'R 8'R 7'R 7'R 7'R7'R7'R 'R8'R 605 605 605 605 605 605 605 605 60 4.45 60 5.06 60 5 .07 60 4 .84 60 5.09 605.12 60 4 .97 60 4 .97 60 4 .88 60 5.02604.87 60 4 .86 60 5 .26 605.20 60 4 .74 60 4 .58 60 5 .01 604.91 60 4 .14 60 5.31 60 5 .26 604 .97 604 .97 60 5.02 605 .06 60 5.44 605 .02 60 4 .68 60 4.47 60 4.60 60 5 .03 60 5 .03 60 5 .07 60 4 .79 60 4 .63 60 4 .63 604 .87 605.07 60 5.16 60 5.16 60 5 .00 60 4 .78 604 .90 60 4 .92 60 5 .01 605.15 60 5.00 604.67 60 4 .61 60 4 .86 60 4 .85 60 4 .64 60 4 .28 60 4 .96 60 4 .96 60 4 .75 60 4 .88 60 4 .75 60 4 .68 60 4 .75 60 4 .71 60 4 .82 60 4 .92 60 4 .98 60 4 .98 60 4 .98 60 5 .14 60 5.19 60 5 .2060 5 .23 60 4 .91 60 5 .23 605 .22 60 4 .82 604.82 60 5 .16 60 5 .16 605.40 60 5 .09 60 5 .09 60 5 .18 60 4 .77 60 5.13 60 5.13 60 4 .97 60 5 .34 60 5.2860 4.95 604 .61 60 4.66 60 4.66 60 5.19 60 5.19 605 .29 60 5 .28 60 5 .28 60 4 .92 60 4 .48 60 4 .80 60 5 .35 60 5 .23 60 4 .81 60 4 .37 60 5 .33 60 5 .33 60 4 .86 60 5 .28 60 5 .51 60 5 .51 60 5 .53 60 5 .53 60 5 .52 60 4 .86 60 5 .00 60 5 .01 604.85 604 .88 604.82 60 4 .60 60 4 .66 60 4.40 604 .57 60 4 .94 604 .81 60 4 .63 60 4 .61 60 5 .06 60 5.16 60 5 .08 604.78 0.00 30'12'20' (TYP.) 30'19'30' 20'R 20'R 30 1 71 72 73 70+00 30 0 +00 N 10-24-2024 LE E S T . CHICAGO AVE. Needed for ADA and drainage requirements Page 30 of 43 18 ' 10 ' 8' 3' 8' 7' 10 ' 10 ' 8' 3' 8' CHICAGO AVE. GREE NLE AF ST. CHICAGO R PR B-6.12 CURB AND GU PR B-6.12 CURB AND GUTTER MOVED EX CURB & GUTTER TO BE REMOVED EX CURB & GUTTER TO BPR � CHICAGO AVENUE PR � GREENLEAF STREET 20' (TYP.) 34' 34' 20'R 15'R 20'R20'R8'R 8'R8'R 604 604 604 604 604 604 604604 604 604 604 604 604 604 60 460 4 605 605 605 60 5 604 .60 604.73 604 .6760 4.59 604.21 604 .40604 .54 60 4 .51 60 4.41 60 3 .11 603 .43 603 .39 603 .51 60 4.15 60 4.23 60 4.23 603 .78 603.73 604 .10 603 .94 604.37 604.49 604 .50 604.37 604.39 604.49 60 4.49604.39 604.31 604.46 604 .41 60 4 .26 604.13 60 4.30 604.30 604.14 604 .07 604.22 604 .18 604.02 603.98 604 .11 60 4 .10603 .93 604 .03 603.59 60 4 .04 60 3.96 60 3 .97 60 3.96 60 3 .74 60 3 .5260 3 .71 60 3.77 603.93 60 3 .99604 .03 60 4.08 60 4.09 60 3.96 604.16 604.1160 3 .84 604.28 605.0660 4 .30 603.93 60 4.21 60 4.21 604 .26 604 .26 60 4 .34 60 4 .43 60 4 .36 60 4 .54 60 4 .64 60 4 .64 60 4 .55 60 4 .04 60 4 .05 603 .83 60 3.67 60 3 .72 60 3.90 60 3.90 60 3 .87 60 3 .82 60 3 .80 60 3.84 603 .76 60 3.7660 3 .66 60 3.64 60 3.64 60 3.62 60 3.62 60 3 .48 60 3 .74 60 3 .93 60 3.88 60 3 .96 60 3.95 604.33 60 4.32 604 .04 603 .80 60 3.85 60 3 .79 60 3.76 60 3.77 60 3.69 60 3 .70 60 3 .70 60 3 .58603 .74 60 3 .79 603 .54 603.45 60 3 .6960 3 .86 60 3 .71 60 3 .67 60 3 .70 60 4 .05 60 4 .05 60 4 .12 60 4 .10 60 3 .70 60 3 .89 60 4 .04 60 3 .43 603.98 604.03 60 4.24 60 4 .2760 4.05 60 3 .45 60 4 .08 60 4 .32 60 4 .3160 4 .07 60 3 .96 60 4 .37 60 4 .31 60 3 .97 60 4 .58 60 4 .61 60 4 .71 60 4 .66 60 4 .23 60 4 .57 60 4 .23 60 4 .58 60 4 .58 60 4 .80 60 5 .05 60 5 .59 60 4 .86 60 4 .99 60 4 .99 60 4 .37 60 3 .97 603.64 603 .67 60 4 .12 60 4 .16 60 4.08 60 3.88 604.08 604.07 60 4 .00 60 3 .89 60 4 .04 60 3 .48 60 3 .58 60 3 .73 603.80 60 3.53 603 .58 60 3.81 603 .72 604.54 60 4.50 604.40 60 4 .37 604.24 604.08 604 .14 603.98 604 .85 60 3.96 604 .34 603.56 60 4.35 60 3.92 60 4 .24 60 4 .33 60 3 .54 60 4 .02 UPN 30'30'21'30' 30'23'30' BICYCLE SIGNALS TO BE ADDED EXISTING SIGNALS TO BE MODERNIZED CHICAGO AVE. @ GREENLEAF ST. 31 2 31 3 31 4 76 77 78 79 81 80+00 75+00 31 5 +00 N 10-24-2024 GR E E N L E A F S T . CHICAGO AVE. Needed for ADA and drainage requirements Needed for ADA and drainage requirements Page 31 of 43 10 ' 10 ' 8' 3' 8' 10 ' 10 ' 11 ' 8' AGO AVE. HA M ILT ON ST. CHICAGO AVE. B AND GUTTER PR B-6.12 CURB AND GUTTER PR B-6.12 CURB AND GUTTER TER TO BE REMOVED EX CURB & GUTTER TO BE REMOVED EX CURB & GUTTER TO BE REMOVED PR � HAMILTON STREET PR RAISED ISLAND PR RAISED ISLAND PR RAISED ISLAND 15'R 8'R 8'R 8'R 8'R BOARDING ISLAND PR NB BUS STOP PR SB BUS STOP 20 'R 5'R 5'R CROSSWALK PR RAISED 603 604 604 604 604 605 60 5 605 605 605 605 605 60 5 60 5 605 605 605 60 3 .93 603 .95 604.13 604.13 604.16 60 4 .08 604.21 604 .25 60 4.40 60 4.36 60 4 .44 60 4 .44 604 .25 604 .20 604.31 604 .37 604 .35 60 4 .27604.33 604 .26 60 4.43 60 4.43 604.45 604.43 60 4 .36 604.51 604.48 604.60 60 4 .56 604 .51 604.48 604.08 604.63 60 4.68 60 4 .78 604 .84 604.74 604.81 604.77 604 .75 604.75 604 .73 604.80 604 .75 604 .68 604.91 604.91 604.91 604.83 604 .78 604.73 604.84 604.84 604.75 604.53 604.53 604 .50 604.64 604.64 604 .75 604.87 604 .80 605 .01 60 4.94 60 4.94 604.82 604.82 604.83 60 4 .65 60 4.59 604.96 604.96 60 5.03 60 5.03 605.08 605.18 60 5.17 605.11 604.63 604.92 604.92 605.18 605.03 604 .18 603.87 60 3.97 60 3.97603.96 60 4 .04 604 .09 603 .98 603.99 603.99 604 .06 60 4 .10603 .97 603 .97 60 4.03 604 .09 60 4 .15604.00 604 .35 604 .35 603.99 604.24 604.30 604.30 60 4 .26 60 4 .26 603.80 60 4.11 603.96 603 .96 60 4.06 60 4 .40 604 .25 604 .25 60 4 .40 60 4 .40 603.98 603.71605.06 60 5.03 60 4 .95 60 5.01 60 4 .24 60 4 .61 60 4 .95 60 4 .93 60 4 .93 60 4 .99 60 4 .57 60 4 .87 60 4 .59 60 4 .81 60 4 .79 60 4 .57 60 4 .60 60 4 .73 60 4 .67 60 4 .59 604.86 60 4 .65 60 4 .65 60 4 .93 604.93 605 .01 604 .99 604.95 604.93 604.89 60 4.84 60 4.84 604.83 60 4.7760 4.95 60 4.95 60 4.68 60 4.60 60 4.84 60 4 .91 60 4 .67 60 4 .46 60 4 .74 60 4 .80 60 4 .21 60 5.03 60 5.25 605 .29 60 5.23 60 5.33 60 5.02 60 4 .76 60 4 .76 60 4 .74 60 4 .74 60 4 .29 60 4 .89 60 4 .90 60 4 .90 60 4 .86 60 3 .25 60 2 .87 60 3 .00 60 3 .23 60 5.05 60 5 .01 60 5 .11 60 4 .59 60 4 .67 605 .20 605.18 604.63 60 4.59 604 .50 60 4 .45 603.67 603 .90 603 .94 60 4 .36 60 4 .35 603 .70 60 3.63 603 .74 604.46 604 .05 60 4.06 60 4 .69 60 4 .50 604 .57 60 4.71 604.73 60 5 .30 60 4.36 30' 30' 30'22'23'36' 86'10' 17 ' 32 1 82 83 84 86 87 85+00 32 0 +00 N 10-24-2024 HA M I L T O N S T . CHICAGO AVE. Needed for ADA and drainage requirements and driveway redesign due to driveway consolidation Page 32 of 43 10 ' 10 ' 10 ' 11 ' 8' 10 ' 10 ' 10 ' 3' 8' 7' 10 ' 10 ' 8'3' 10 ' 8' 3' 8' 10 ' 10 ' 10 ' DEM PSTE R ST. CHICAGO AVE. PR B-6.12 CURB AND GUTTER PR B-6.12 CURB AND GUTTER OVED EX CURB & GUTTER TO BE REMOVED EX CURB & GUTTER TO BE REMOVED P PR ON-STREET PARKINGPR ON-STREET PARKING PR � CHICAGO AVENUE PR � CHICAGO AVENUE PR � DEMPSTER STREET D PR RAISED ISLAND PR RAISED ISLAND 8'R 8'R 10' 3' 60' PR NB BUS STOP - BOARDING ISLAND PR SB BUS STOP 10 ' PR RAISED CROSSWALK 20'R 20'R 23'R20'R 60 2 602 602 602 602 602 602602 603 603 603 603 603 603 60 4 60 4 60 2.02 602 .30 60 2.08 601.59 60 1.59 601.99 60 2.39 601.95 601 .90 602.13 60 2.16 60 2 .02 601.96 601.96 60 1 .84 60 1 .84 60 1 .48 60 1.88 60 2.02 60 2 .12 60 2.23 602.24 60 2.01 60 2.01601.97 601.97 60 1 .94 60 2 .16 60 2 .16 60 2.04 60 2.24 60 2 .31 60 2 .2360 2.08 60 2.08 602.00 60 2 .08 60 2 .10 60 2.05 60 2 .07 60 2.11 60 2.11 60 2.03 60 2.14 602.23602.07 602.07 60 2.11 60 1 .54 60 2 .29 60 2 .29 602.26 602.37 602.45602.30 602.30 602.27 602.39 602.39 602.88 602.88 602.59 602.59 602.46 60 2 .70 602 .6460 2.58 60 2.58 60 2.52 60 2.70 60 2.70 602.61 60 2 .71 602.7860 2 .70 60 2 .70 60 2.60 60 1.47 60 1 .83 601 .74 60 1 .83 60 1 .83 60 1 .91 601.90 60 1.84 60 1.81 60 1.55 60 1.72 60 1.72 60 1 .79 601.80 60 1.80 60 1.80 602.25 60 2.28 602.24 601.97 602.04 602.04 601.79 601.74 601.80 60 1.85 60 1.85 60 2 .02 60 2 .02 601.94 60 2 .09 60 2 .10 60 1 .99 60 1 .99 60 1 .9660 2.07 60 2.07 60 2.00 60 2 .12 602.12 60 2.02 60 2.02 602.04 60 2 .25 60 2 .25 602.20 602.20 602.26 602.18 602.18 602.10 60 2 .24 60 2.26 60 2.12 60 2.12 60 2.14602.25 602.25 60 2.17 60 2.30 60 2 .30 602.21 602.21 602.21 602 .25 602 .25 602.25 60 2 .35 602.38 60 2 .29 60 2 .29 602 .24 60 2 .28 60 2 .28 602.30 60 2 .40 60 2.44 60 2 .35 60 2 .35 602.31 60 2.42 60 2.44 60 2.10602.02 60 1 .91 601.84 602.56 60 2 .44 602.42 60 2.11 602.60 60 2.54 60 2.16 60 2.20 60 2 .17 602.17 60 3.38 60 3 .41 602.98 60 2 .17 603.3060 3.29 60 3.30 60 2 .27 60 2 .26 602.4760 2 .5060 2 .39 602 .84 603 .08 60 3.19 60 2.84 60 3.4560 3.41 603 .01 60 3.18 603.24 60 3.06 603 .36 603 .36 60 3 .27 60 3 .27 60 3.27 60 3 .23 60 2 .18 602.17 602 .36 60 2 .26 60 2.37602.43 602.33 60 2.57 602.39 60 2.47 602.60 602.39 60 2.99 602 .27 602 .98 603 .16 60 3 .14 60 3 .13 60 3 .13 60 2 .82 60 2 .66 603 .14 60 2 .75 60 2 .99 60 3 .18 60 3 .18 60 3 .43 60 3 .79 60 3.76 603 .36 603 .36 60 3 .46603 .37 60 3.57 60 3.57 603 .41 60 3 .57 60 3 .52 60 3 .36 60 2 .92 60 2 .92 60 3 .88 60 3 .88 60 2 .98 60 2 .98 60 3 .97 60 3 .97 60 3 .47 60 3 .4760 3 .39 60 3 .31 60 3 .51 60 3 .51 60 3 .76 60 3 .64 60 2 .98 60 2 .98 60 3 .58 60 3 .61 60 3 .59 60 3 .60 60 2 .97 60 2 .97 60 3 .59 60 3 .50 60 3 .74 60 3 .65 60 2 .74 60 3 .50 60 3 .50 60 3 .58 60 3 .6960 3 .67 60 3 .67 60 3 .57 60 3 .73 60 3 .7660 3 .58 60 3 .59 60 3 .59 60 3 .72 60 3 .7560 3 .66 60 3 .66 60 2 .86 60 2.9460 3 .09 60 3.10 60 3 .02 60 3 .0260 3 .11 60 3 .07 60 3 .12 60 3 .24 60 3 .24 60 3 .13 60 3 .13 60 3 .52 60 3 .39 60 3 .30 60 3 .07 60 3 .62 60 3 .16 60 3 .17 60 3 .64 60 3 .67 60 3 .76 60 3 .90 60 3 .84 60 3 .14 60 3 .33 60 3 .66 60 3 .22 60 3 .17 60 3 .24 60 3 .07 60 3 .41 60 3 .07 60 3 .13 60 3 .33 60 3 .41 60 3 .34 60 3 .05 60 3 .19 602 .82 602.90 60 3.00 60 3 .50 60 2 .27 60 1 .48 60 1.56 60 1.55 601.59 60 1.59 603.02 603 .09 60 3 .15 60 3 .44 60 2.90 60 3 .16 60 2 .20 60 2 .25 60 1.99 602.10 602.18 602.32 60 3.04 60 2.37 601.75 601.96 60 2.17 60 1 .93 602 .00 602 .07 60 2.21 30' 100' (1:10 TAPER)60' (LT STORAGE)60' (LT STORAGE)100' (1:10 TAPER) 90' (LT STORAGE) 20'R 4'R BICYCLE SIGNALS TO BE ADDED EXISTING SIGNALS TO BE MODERNIZED CHICAGO AVE. @ DEMPSTER ST. 33 2 33 3 33 4 89 91 92 93 94 90+00 33 5 +00 N 10-24-2024 DE M P S T E R S T . CHICAGO AVE. Needed for ADA and drainage requirements Needed for ADA and drainage requirements Page 33 of 43 10 ' 10 ' 8'3' 8' 10 ' 10 ' 10 ' 8'7' 10' 10 ' 3' 8' 10 ' 10 ' 11 ' 8' 10' 30' AGO AVE. CHICAGO AVE. LA K E S T . PR B-6.12 CURB AND GUTTER PR B-6.12 CURB AND GUTTER R ED EX CURB & GUTTER TO BE REMOVED EX CURB & GUTTER TO BE ON-STREET PARKING PR � CHICAGO AVENUE PR � GROVE S PR � LAKE STREET PR RAISED ISLA BOARDING ISLAND PR NB BUS STOP 15'R 11 4 5 'R 60' PR SB BUS STOP 20'R 20'R 20'R10'R 600 600 600 601 601 601 601 601 60 1 601 601 601 601 601 602 60 0 .84 60 1.05 60 1.05 60 1 .09 60 1 .18 60 1 .23 60 1.23 60 1.23 601.15 60 1 .10 60 1.08 60 1.08 600.79 60 0 .30 601.03 601.49 60 1.44 60 0 .95 60 0.63 600.61 600 .61 60 0.77 60 0.77 600.75 600.75 600.65 60 0.70 600.54 60 0 .71 600.71 600.75 60 0.76 600.78 600.75 600.75 600.92 60 1.11 60 1.40 601.37 601.37 60 1.07600.95 600.78 600.78 60 0 .82 60 0 .83 600.80 60 0 .75 600.75 600 .55 60 0.55 600 .77 600.79 600.79 600 .85 600.96 601.20 60 0 .67 600.57 600.57 600.57 600.57 60 0.63 600.90 600 .73 600.56600.44 599.90 60 0 .58 600.51 600.20 60 0 .01 60 0 .09 60 0 .16 600 .16 600.58 60 0 .59 600.42 599.92 59 9.90599.90 59 9 .89 599 .89 599.96 600.07 600 .34 600.43 600.29 600.44 600 .55 60 0 .55 60 0 .47 59 9 .75 600 .58 600.79 60 0 .4260 0.30 60 0 .10 60 0 .17 60 0 .71 60 0 .71 60 0 .64 60 0 .57 600.47 60 0.22 600.54 60 0 .84 60 0 .98 60 0 .85 60 0 .85 60 0 .88 60 0 .77 60 0 .43 60 0 .74 60 0 .74 60 0 .74 60 0 .77 60 0 .64 60 0 .70 60 0 .41 60 0 .80 60 0 .90 60 0 .88 60 0 .73 60 0 .87 60 0 .95 60 0 .95 600.03 600 .30 60 1.49 601.52 601 .55 601.65 601.68601.68 60 1.69601 .70 60 1 .68 60 1 .60 601.51 601 .41 601 .06 60 1 .32 60 1.50 60 1 .43 601 .08 600.25 600.25600 .29 600 .42 600.30 600.42 600 .50 600.45 600.59 600.65 600.52 600.51 600.51 600.50 600.77 600.63 60 1 .11 601.07 601 .28 601.27 60 0 .48 60 0 .48 601.07 600.41 60 0 .42 600.88 600.88 600.81 600.72 60 0.68 601 .24 600.86 600.96 600.03 60 1.29 601.27 601.26 601.26 60 1 .38 601.47601.54 60 1 .10 601.12 60 1.19 60 1.19 60 0 .87 60 0 .87 601.47 60 1 .69 60 1 .64 60 1 .64 60 1 .64 60 1 .08 60 1 .08 60 1 .07 60 1 .07 60 1 .61 60 1 .74 60 1 .81 60 1 .81 60 1 .93 60 2 .06 60 2 .06 60 2 .01 60 1 .74 60 1 .87 60 1 .29 60 1 .29 60 1 .31 60 1 .31 60 1 .84 60 1 .67 60 1 .33 60 1 .33 60 1 .32 60 1 .32 60 1 .70 60 1 .33 60 1 .75 60 1 .75 60 1 .86 60 1 .79 60 1 .79 60 1 .37 60 1 .41 60 1 .84 60 1 .84 60 1 .89 60 1 .98 60 2 .00 60 1 .86 60 1 .96 60 2 .02 60 1 .98 60 1 .60 60 0 .53 60 0 .53 60 0 .51 60 0 .53 60 0 .58 60 0 .58 60 0 .72 60 0 .87 60 1 .08 60 1 .18 60 1 .08 60 1 .41 60 1 .03 60 1 .07 60 1 .0760 1 .11 60 0 .98 60 0 .98 60 0 .78 60 0 .69 60 0 .69 60 0 .65 60 0 .66 60 0 .94 60 1 .19 60 1 .44 60 1 .40 60 1 .42 60 1 .12 60 1 .12 60 0 .98 60 0 .98 60 0 .90 60 0 .72 60 1 .29 60 1 .34 60 1 .10 60 0 .96 60 1 .39 60 1 .43 60 1 .45 60 1 .4560 1 .2360 1 .01 60 0 .88 60 1 .47 60 1 .47 60 1 .57 60 1 .54 60 1 .62 600 .39 60 0.82 60 1 .63 60 1 .55 60 1 .48 60 1 .71 60 1 .98 60 0 .18 60 0 .39 60 0 .72 60 0 .88 60 0 .80 60 0 .70 600 .58 600.62 60 0 .84 60 0 .83 60 0 .42 60 0 .42 600 .77 600.65 600.72 60 0.77 600.70 600.45 601.72 60 0.96 60 0 .95 60 1 .35 601.19 601.03 60 0 .95 600.30 60 1 .42 60 1 .05 601.47 601.74 601.31 601 .46 601 .82 601.11 60 1 .66 60 1 .76 60 2 .00 60 0 .96 60 0 .89 60 1 .83 72 " S E W E R 72 " S E W E R BICYCLE SIGNALS TO BE ADDED EXISTING SIGNALS TO BE MODERNIZED CHICAGO AVE. @ GREENWOOD ST. BICYCLE SIGNALS TO BE ADDE EXISTING SIGNALS TO BE MOD CHICAGO AVE. @ GROVE ST. 3 5 3 3 5 4 101 102 103 104 100+00 N 10-24-2024 LA K E S T . CHICAGO AVE. Needed for ADA and drainage requirements Needed for ADA and drainage requirements Page 34 of 43 Local Public Agency County Section Number Prime Consultant (Firm) Name Prepared By Date Consultant / Subconsultant Name Job Number Remarks CONTRACT TERM 6 MONTHS OVERHEAD RATE 152.85% START DATE 11/1/2026 COMPLEXITY FACTOR 0 RAISE DATE 1/1/2027 % OF RAISE 3.00% END DATE 4/30/2027 Year First Date Last Date Months % of Contract 0 11/1/2026 1/1/2027 2 33.33% 1 1/2/2027 5/1/2027 4 68.67% The total escalation =2.00% ESCALATION PER YEAR PAYROLL ESCALATION TABLE EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET FIXED RAISE City of Evanston Cook 21-00288-00-RS Epstein J Karlovitz 8/31/2026 Note: This is name of the consultant the CECS is being completed for. This name appears at the top of each tab. Printed 8/31/2026 Page 1 of 14 BLR 05514 (Rev. 1/24/26) ESCALATION Page 35 of 43 Local Public Agency County Section Number City of Evanston 21-00288-00-RS Consultant / Subconsultant Name Job Number MAXIMUM PAYROLL RATE 90.00 ESCALATION FACTOR 2.00% IDOT AVG CLASSIFICATION PAYROLL RATES CALCULATED RATE ON FILE Project Principal $86.00 $87.72 Senior Project Manager $80.52 $82.13 Senior Planner $44.47 $45.36 Project Engineer $48.61 $49.58 Senior Design Engineer $45.18 $46.08 Design Engineer $35.09 $35.79 Planner $28.61 $29.18 CAD Coordinator $53.28 $54.35 Administrative Assistant $32.93 $33.59 Intern $19.00 $19.38 JOB SPECIFIC - Classifications and Average Payrates need to match current payrolls submitted to the Department. EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET FIXED RAISE PAYROLL RATES Cook Printed 8/31/2026 Page 2 of 14 BLR 05514 (Rev. 1/24/26) RATES Page 36 of 43 Local Public Agency County Section Number City of Evanston Cook 21-00288-00-RS Consultant / Subconsultant Name Job Number NAME Direct Labor Total Contribution to Prime Consultant (Payroll Only) Christopher B. Burke Engineering, Ltd. 22,256.00 2,225.60 Total 22,256.00 2,225.60 NOTE: Only subconsultants who fill out a cost estimate that splits out direct labor may be listed on this sheet. SUBCONSULTANTS EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CEC S) WORKSHEET Printed 8/31/2026 Page 3 of 14 BLR 05514 (Rev. 1/24/26) SUBS Page 37 of 43 Local Public Agency County Section Number Consultant / Subconsultant Name Job Number QUANTITY CONTRACT RATE TOTAL $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Lab Services Actual Cost (Provide breakdown of each cost) Equipment and/or Specialized Equipment Rental Actual Cost (Requires 2-3 quotes with IDOT approval) TOTAL DIRECT COSTS: Aerial Photography and Mapping Actual Cost (Requires 2-3 quotes with IDOT approval) Utliity Exploratory Trenching Actual Cost (Requires 2-3 quotes with IDOT approval) Testing of Soil Samples Actual Cost Courthouse Fees Actual Cost Storm Sewer Cleaning and Televising Actual Cost (Requires 2-3 quotes with IDOT approval) Traffic Control and Protection Actual Cost (Requires 2-3 quotes with IDOT approval) Public Meeting Exhibits/Renderings & Equipment Actual Cost (Submit supporting documentation) Recording Fees Actual Cost Transcriptions (specific to project) Actual Cost Web Site Actual Cost (Submit supporting documentation) Advertisements Actual Cost (Submit supporting documentation) Public Meeting Facility Rental Actual Cost (Submit supporting documentation) 2-Way Radio (Survey or Phase III Only) Actual Cost Telephone Usage (Traffic System Monitoring Only) Actual Cost CADD Actual Cost (Max $15/hour) Project Specific Insurance Actual Cost Monuments (Permanent) Actual Cost Photo Processing Actual Cost Overnight Delivery/Postage/Courier Service Actual Cost (Submit supporting documentation) Copies of Deliverables/Mylars (In-house) Actual Cost (Submit supporting documentation) Copies of Deliverables/Mylars (Outside) Actual Cost (Submit supporting documentation) Parking Actual Cost Overtime Premium portion (Submit supporting documentation) Shift Differential Actual Cost (Based on firm's policy) Vehicle Owned or Leased (no mileage charge allowed)$45.00/half day (4 hours or less) or $90/full day Vehicle Rental Actual Cost (Up to $55/day) Tolls Actual Cost Lodging Taxes and Fees (per Federal GSA)Actual Cost Air Fare Coach rate, actual cost, requires minimum two weeks' notice, with prior IDOT approval Vehicle Mileage (per Federal GSA)Up to Federal rate maximum Lodging (per Federal GSA) Actual Cost (Up to Federal rate maximum) DIRECT COSTS WORKSHEET City of Evanston Cook 21-00288-00-RS 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 Per Diem (per Federal GSA)Up to federal maximum Printed 8/31/2026 Page 4 of 14 BLR 05514 (Rev. 1/24/26) DIRECT COSTSPage 38 of 43 Local Public Agency County Section Number Consultant / Subconsultant Name Job Number OVERHEAD RATE 152.85%0 TASK DIRECT COSTS (not included in row totals)MANHOURS PAYROLL OVERHEAD & FRINGE BENEFITS FIXED FEE SERVICES BY OTHERS TOTAL % OF GRAND TOTAL E.1 Phase I Reevaluation 16 1,404 2,145 463 4,012 3.36% E.2 Temporary Traffic Signals 80 5,269 8,053 1,739 15,061 12.62% E.3 CDOT Coordination 80 4,347 6,645 1,435 12,427 10.41% E.4 Dempster IDS 120 6,511 9,951 2,148 18,610 15.59% - - - - C.1 Electrical-Fiber/Security 12 769 1,176 254 14,824 17,023 14.26% C.2 Electrical - Photometrics - - - 11,600 11,600 9.72% C.3 Additional Survey 8 369 564 122 27,168 28,223 23.65% C.4 Civil 8 513 784 169 9,984 11,450 9.59% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Subconsultant DL 945.34 945 0.79% TOTALS - 324 19,182 29,318 7,275 63,576 119,351 100.00% Fixed fee is limited to the lower of the calculated amount or 15%of the DL. The subconsultant fee has been adjusted due to 15% fixed fee cap. COMPLEXITY FACTOR City of Evanston Cook 21-00288-00-RS EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET COST ESTIMATE WORKSHEET Printed 8/31/2026 Page 5 of 14 BLR 05514 (Rev. 1/24/26) COST EST Page 39 of 43 Local Public Agency County Section Number Consultant / Subconsultant Name Job Number AVERAGE HOURLY PROJECT RATES SHEET 1 OF 2 PAYROLL AVG TOTAL PROJ. RATES HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Project Principal 87.72 16.0 4.94% 4.33 16 100.00% 87.72 Senior Project Manager 82.13 96.0 29.63% 24.33 40 50.00% 41.07 16 20.00% 16.43 30 25.00% 20.53 Senior Planner 45.36 0.0 Project Engineer 49.58 94.0 29.01% 14.38 40 50.00% 24.79 24 30.00% 14.87 30 25.00% 12.40 Senior Design Engineer 46.08 98.0 30.25% 13.94 0 40 50.00% 23.04 40 33.33% 15.36 Design Engineer 35.79 20.0 6.17% 2.21 20 16.67% 5.97 Planner 29.18 0.0 CAD Coordinator 54.35 0.0 Administrative Assistant 33.59 0.0 Intern 19.38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TOTALS 324.0 100% $59.20 16.0 100.00% $87.72 80.0 100% $65.86 80.0 100% $54.34 120.0 100% $54.25 0.0 0% $0.00 EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET 21-00288-00-RSCook City of Evanston E.1 Phase I Reevaluation E.2 Temporary Traffic Signals E.3 CDOT Coordination E.4 Dempster IDS Printed 8/31/2026 Page 6 of 14 BLR 05514 (Rev. 1/24/26) AVG 1 Page 40 of 43 Local Public Agency County Section Number Consultant / Subconsultant Name Job Number AVERAGE HOURLY PROJECT RATES SHEET 2 OF 2 PAYROLL AVG HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Project Principal 87.72 Senior Project Manager 82.13 6 50.00% 41.07 4 50.00% 41.07 Senior Planner 45.36 Project Engineer 49.58 Senior Design Engineer 46.08 6 50.00% 23.04 0 8 100.00% 46.08 4 50.00% 23.04 Design Engineer 35.79 Planner 29.18 CAD Coordinator 54.35 Administrative Assistant 33.59 Intern 19.38 TOTALS 12.0 100% $64.11 0.0 0% $0.00 8.0 100% $46.08 8.0 100% $64.11 0.0 0% $0.00 0.0 0% $0.00 EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET Cook 21-00288-00-RSCity of Evanston C.1 Electrical- Fiber/Security C.2 Electrical - Photometrics C.3 Additional Survey C.4 Civil Printed 8/31/2026 Page 7 of 14 BLR 05514 (Rev. 1/24/26) AVG 2 Page 41 of 43 Local Public Agency County Section Number Consultant / Subconsultant Name Job Number OVERHEAD RATE 145.92%0 TASK DIRECT COSTS (not included in row totals)MANHOURS PAYROLL OVERHEAD & FRINGE BENEFITS FIXED FEE SERVICES BY OTHERS TOTAL % OF GRAND TOTAL C.1 - Electrical - Fiber/Security 150 92 5,261 7,677 1,736 14,824 23.32% C.2 - Electrical - Photometrics 150 72 4,105 5,990 1,355 11,600 18.25% C.3 - Additional Survey 900 162 9,418 13,742 3,108 27,168 42.73% C.4 - Civil 300 60 3,472 5,066 1,146 9,984 15.70% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Subconsultant DL 0.00 TOTALS 1,500 386 22,256 32,475 7,345 - 63,576 100.00% Direct Costs total must equal total on Direct Costs tab COMPLEXITY FACTOR City of Evanston Cook EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET COST ESTIMATE WORKSHEET Christopher B. Burke Engineering, Ltd. Printed 8/31/2026 Page 1 of 1 BLR 05514 (Rev. 1/24/26) COST EST Page 42 of 43 CITY OF EVANSTON CHANGE ORDER 2 Order No. 002 Date: 09/14/2026 Agreement Date: 08/26/2024 PROJECT: Chicago Avenue Corridor Improvement Project, RFQ #20-35 OWNER: City of Evanston CONSULTANT: Epstein & Sons The following changes are hereby made to the AGREEMENT: Change to CONTRACT PRICE: $119,351.00 Original BASE CONTRACT PRICE: $ 1,543,999 Current CONTRACT PRICE adjusted by previous CHANGE ORDERS $ 1,696,060 Total change in CONTRACT PRICE for this CHANGE ORDER $ 119,351 The CONTRACT PRICE including this CHANGE ORDER will be $ 1,815,411 Original Date for Contract Completion 09/01/2026 Time Extension (in calendar days) 0 days Modified Date for Contract Completion 09/01/2027 Approved by (Owner): City of Evanston Date Accepted by (Contractor): [Epstein & Sons] Date Page 43 of 43