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05-228
Resolution No.05-228 RESOLUTION AUTHORIZING EXECUTION OF AN ENGINEERING SERVICES AGREEMENT WITH CRAWFORD MURPHY AND TILLY, INC. FOR THE HIGHLAND AVENUE WIDENING AND RECONSTRUCTION PROJECT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN,ILLINOIS,that Olufemi Folarin,City Manager, and Dolonna Mecum,City Clerk,be and are hereby authorized and directed to execute an Engineering Services Agreement with Crawford, Murphy and Tilly, Inc. on behalf of the City of Elgin for the Highland Avenue Widening and Reconstruction Project,a copy of which is attached hereto and made a part hereof by reference. s/Ed Schock Ed Schock,Mayor Presented: July 27, 2005 Adopted: July 27, 2005 Omnibus Vote: Yeas: 7 Nays: 0 Attest: s/Dolonna Mecum Dolonna Mecum, City Clerk AGREEMENT THIS AGREEMENT, is hereby made and entered into this 92 day of — L , 2005,by and between the CITY OF ELGIN, Illinois, a municipal corporation(hereinafter r ferred to as "CITY")and Crawford,Murphy& Tilly, Inc., a Delaware corporation, (hereinafter referred to as "ENGINEER"). WHEREAS, the CITY desires to engage the ENGINEER to furnish certain professional services in connection with Highland Avenue Widening and Reconstruction Project(Phase 1) (hereinafter referred to as the "PROJECT"); and WHEREAS, the ENGINEER represents that he is in compliance with Illinois Statutes relating to professional registration of individuals and has the necessary expertise and experience to furnish such services upon the terms and conditions set forth herein below. NOW, THEREFORE, for and in consideration of the mutual promises and covenants contained herein,the sufficiency of which is hereby mutually acknowledged, the CITY and ENGINEER hereby agree that the CITY hereby retains ENGINEER to act for and represent CITY in the engineering matters involved in the Project as set forth herein, subject to the following terms, conditions and stipulations: I. SCOPE OF SERVICES A. All work hereunder shall be performed under the direction of the Director of Public Works of the CITY, herein after referred to as the "DIRECTOR". B. Engineer will perform a Phase 1 Study for Highland Avenue that will include, but not limited to, Geometric Studies, Traffic Studies, Environmental Studies and Hydraulic Studies. The final deliverable will be a Project Development Report (PDR) that includes signoffs by Illinois Department of Transportation and Federal Highway Administration. C. Engineer shall provide and comply with the detailed Scope of Services attached hereto and incorporated herein as Attachment A. , - 2 - II. PROGRESS REPORTS A. Engineer shall comply with the outline project milestone schedule attached hereto as Attachment B. B. A detailed project schedule for the Project is included as Attachment B, attached hereto. Progress will be recorded on the project schedule and submitted monthly as a component of the Status Report described in C below. C. The Engineer will submit on a monthly basis to the Director a Status Report keyed to the Project Schedule. A brief narrative will be provided identifying progress, findings and outstanding issues. III. WORK PRODUCTS All work products prepared by the ENGINEER pursuant hereto including,but not limited to, reports, designs, calculations, work drawings, studies,photographs,models and recommendations shall be the property of the CITY and shall be delivered to the CITY upon request of the"DIRECTOR; provided,however"that the ENGINEER may retain copies of such work products for its records. Such work products are not intended or represented to be suitable for reuse by the CITY on any extension to the PROJECT or on any other project, and such reuse shall be at the sole risk of the CITY without liability to the ENGINEER. IV. PAYMENTS TO THE ENGINEER(Not To Exceed Method) A. For services provided the ENGINEER shall be paid at the rate of 3.0 times the direct hourly rate of personnel employed on this PROJECT, with the total fee not to exceed $226,581.68 regardless of the actual costs incurred by the ENGINEER unless substantial modifications to the scope of the work are authorized in writing by the CITY. B. For outside services provided by other firms or subconsultants, the CITY shall pay the ENGINEER the invoiced fee to the ENGINEER,plus 5% . Any such invoiced fees to ENGINEER shall be included with and construed as part of the above-referenced amount of $226,581.68. C. The CITY shall make periodic payments to the ENGINEER based upon actual - 3 - progress within 30 days after receipt and approval of invoice. Said periodic payments to the ENGINEER shall not exceed the amounts shown in the following schedule, and full payments for each task shall not be made until the task is completed and accepted by the DIRECTOR. V. INVOICES A. The ENGINEER shall submit invoices in a format approved by the CITY. Progress reports (IIC above) will be included with all payment requests. B. The ENGINEER shall maintain records showing actual time devoted and cost incurred. The ENGINEER shall permit the authorized representative of the CITY to inspect and audit all data and records of the ENGINEER for work done under this Agreement. The ENGINEER shall make these records available at reasonable times during the Agreement period, and for a year after termination of this Agreement. VI. TERMINATION OF AGREEMENT Notwithstanding any other provision hereof,the CITY may terminate this Agreement at any time upon fifteen(15) days prior written notice to the ENGINEER. In the event that this Agreement is so terminated, the ENGINEER shall be paid for services actually performed and reimbursable expenses actually incurred prior to termination, provided,however,that such payment shall not exceed the task amounts or total fee amount set forth under Paragraph W above. VII. TERM Unless terminated for cause or pursuant to Articles VI or IX, this Agreement shall be deemed concluded on the date the CITY determines that all of the ENGINEER's work under this agreement is completed and accepted by CITY. A determination of completion shall not constitute a waiver of any rights or claims which the CITY may have or thereafter acquire with respect to any term or provision of the Agreement. VIII. NOTICE OF CLAIM If the ENGINEER wishes to make a claim for additional compensation as a result of action taken by the CITY,the ENGINEER shall give written notice of his . T - 4 - claim within 15 days after occurrence of such action. No claim for additional compensation shall be valid unless so made. Any changes in the ENGINEER's fee shall be valid only to the extent that such changes are included in writing signed by the CITY and the ENGINEER. Regardless of the decision of the DIRECTOR relative to a claim submitted by the ENGINEER, all work required under this Agreement as determined by the DIRECTOR shall proceed without interruption. IX. BREACH OF CONTRACT If either party violates or breaches any term of this Agreement, such violation or breach shall be deemed to constitute a default, and the other party has the right to seek such administrative, contractual or legal remedies as may be suitable to the violation or breach; and, in addition, if either party, by reason of any default, fails within fifteen(15) days after notice thereof by the other party to comply with the conditions of the Agreement, the other party may terminate this Agreement. X. INDEMNIFICATION To the fullest extent permitted by law, ENGINEER agrees to and shall indemnify, defend and hold harmless the CITY, its officers, employees, agents,boards and commissions from and against any and all claims, suits,judgments, costs, attorney's fees, damages or other relief, including but not limited to workers' compensation claims, in any way resulting from or arising out of negligent actions or omissions of the ENGINEER in connection herewith, including negligence or omissions of employees or agents of the ENGINEER arising out of the performance of this Agreement. In the event of any such action against the CITY, its officers, employees, agents,boards or commissions, covered by the foregoing duty to indemnify, defend and hold harmless such action shall be defended by legal counsel of the CITY's choosing. XI. NO PERSONAL LIABILITY No official, director, officer, agent or employee of the CITY shall be charged personally or held contractually liable under any term or provision of this Agreement or because of their execution, approval or attempted execution of this Agreement. XII. INSURANCE A. Comprehensive Liability. The ENGINEER shall provide,pay for and maintain in effect, during the term of this Agreement, a policy of comprehensive - 5 - general liability insurance written in occurrence form with limits of at least $1,000,000 aggregate for bodily injury and$1,000,000 aggregate for property damage. The ENGINEER shall deliver to the DIRECTOR a Certification of Insurance naming the CITY AS ADDITIONAL INSURED. The policy shall not be modified or terminated without thirty(30) days prior written notice to the DIRECTOR. Such Certificate of Insurance shall include,but not be limited to, coverage for the obligations assumed by ENGINEER pursuant to Article X herein entitled "Indemnification". Such above-referenced insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the CITY. There shall be no endorsement or modification of this insurance to make it excess over other available insurance, alternatively, if the insurance states that it is excess or prorated, it shall be endorsed to be primary with respect to the CITY. B. Comprehensive Automobile Liability. Comprehensive Automobile Liability Insurance written in occurrence form covering all owned,non-owned and hired motor vehicles with limits of not less than $500,000 per occurrence for damage to property. C. Combined Single Limit Policy. The requirements for insurance coverage for the general liability and auto exposures may be met with a combined single limit of$1,000,000 per occurrence subject to a $1,000,000 aggregate. D. Professional Liability. The ENGINEER shall carry Engineer's Professional Liability Insurance covering claims resulting from error, omissions or negligent acts with a combined single limit of not less than $1,000,000 per occurrence. A Certificate of Insurance shall be submitted to the DIRECTOR as evidence of insurance protection. The policy shall not be modified or terminated without thirty (30) days prior written notice to the DIRECTOR. XIII. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND SAFETY The ENGINEER shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or - 6 - for safety precautions and programs in connection with the construction,unless specifically identified in the Scope of Services. XIV. NONDISCRIMINATION In all hiring or employment made possible or resulting from this Agreement, there shall be no discrimination against any employee or applicant for employment because of sex, age,race, color, creed, national origin, marital status, of the presence of any sensory, mental or physical handicap, unless based upon a bona fide occupational qualification, and this requirement shall apply to,but not be limited to, the following: employment advertising, layoff or termination,rates of pay or other forms of compensation and selection for training, including apprenticeship. No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this Agreement on the grounds of sex,race, color, creed, national origin, age except minimum age and retirement provisions, marital status or the presence of any sensory, mental or physical handicap. Any violation of this provision shall be considered a violation of a material provision of this Agreement and shall be grounds for cancellation, termination or suspension, in whole or in part, of the Agreement by the CITY. XV. ASSIGNMENT AND SUCCESSORS This Agreement and each and every portion thereof shall be binding upon the successors and the assigns of the parties hereto; provided,however,that no assignment shall be made without the prior written consent of the CITY. XVI. DELEGATIONS AND SUBCONTRACTORS Any assignment, delegation or subcontracting shall be subject to all the terms, conditions and other provisions of this Agreement and the ENGINEER shall remain liable to the CITY with respect to each and every item, condition and other provision hereof to the same extent that the ENGINEER would have been obligated if it had done the work itself and no assignment, delegation or subcontract had been made. Any proposed subcontractor shall require the CITY's advanced written approval. XVII. NO CO-PARTNERSHIP OR AGENCY This agreement shall not be construed so as to create a partnership,joint venture, - 7 - employment or other agency relationship between the parties hereto, except to such extent as may be specifically provided for herein. XVIII. SEVERABILITY The parties intend and agreed that, if any paragraph, sub-paragraph,phrase, clause or other provision of this Agreement, or any portion thereof, shall be held to be void or otherwise unenforceable, all other portions of this Agreement shall remain in full force and effect. XIX. HEADINGS The headings of the several paragraphs of this Agreement are inserted only as a matter of convenience and for reference and in no way are they intended to define, limit or describe the scope of intent of any provision of this Agreement,nor shall they be construed to affect in any manner the terms and provisions hereof or the interpretation or construction thereof. XX. MODIFICATION OR AMENDMENT This Agreement and its attachments constitutes the entire Agreement of the parties on the subject matter hereof and may not be changed, modified, discharged or extended except by written amendment duly executed by the parties. Each party agrees that no representations or warranties shall be binding upon the other party unless expressed in writing herein or in a duly executed amendment hereof, or change order as herein provided. XXI. APPLICABLE LAW This Agreement shall be deemed to have been made in, and shall be construed in accordance with the laws of the State of Illinois. Venue for the resolution of any disputes or the enforcement of any rights pursuant to this agreement shall be in the Circuit Court of Kane County, Illinois. A - 8 - XXII. NEWS RELEASES The ENGINEER may not issue any news releases without prior approval from the DIRECTOR, nor will the ENGINEER make public proposals developed under this Agreement without prior written approval from the DIRECTOR prior to said documentation becoming matters of public record. XXIII. COOPERATION WITH OTHER CONSULTANTS The ENGINEER shall cooperate with any other consultants in the CITY's employ or any work associated with the PROJECT. XXIV. INTERFERENCE WITH PUBLIC CONTRACTING The ENGINEER certifies hereby that it is not barred from bidding on this contract as a result of a violation of 720 ILCS 5133E et seq. Or any similar state or federal statute regarding bid rigging. XXV. SEXUAL HARASSMENT As a condition of this contract,the ENGINEER shall have written sexual harassment policies that include, at a minimum,the following information: A. the illegality of sexual harassment; B. the definition of sexual harassment under state law; C. a description of sexual harassment, utilizing examples; D. the vendor's internal complaint process including penalties; E. the legal recourse, investigative and complaint process available through the Illinois Department of Human Rights, and the Illinois Human Rights Commission; F. directions on how to contact the department and commission; G. protection against retaliation as provided by Section 6-101 of the Human Rights Act. - 9 - A copy of the policies must be provided to the Department of Human Rights upon request 775 ILCS 5/2-105. XXVI. WRITTEN COMMUNICATIONS All recommendations and other communications by the ENGINEER to the DIRECTOR and to other participants which may affect cost or time of completion, shall be made or confirmed in writing. The DIRECTOR may also require other recommendations and communications by the ENGINEER be made or confirmed in writing. XXVII. NOTICES All notices, reports and documents required under this Agreement shall be in writing and shall be mailed by First Class Mail, postage prepaid, addressed as follows: A. As to CITY: JOHN LOETE,P.E. Director of Public Works City of Elgin 150 Dexter Court Elgin, Illinois 60120-5555 B. As to ENGINEER: BRIAN WELKER,P.E. Regional Office Manager Crawford,Murphy and Tilly, Inc 600 North Commons Drive, Suite 107 Aurora, Illinois 60504 4 - 10 - IN WITNESS WHEREOF,the undersigned have placed their hands and seals upon and executed this Agreement in triplicate as though each copy hereof was an original and that there are no other oral agreements that have not been reduced to writing in this statement. For the CITY: ATTEST: THE CITY OF ELGIN By nl'i/..aAA...-' By C'�- - ` - City Clerk . Mana:'r (SEAL) For the ENGINEER: +>- Dated this 3o day of , A.D., 2005 ATTEST: / /SIM By (SEAL) • • ATTACHMENT A: CMT Phase I Scope of Services CMT Cost Estimate of Consultant Services (CECS) IIIMIIINIMMIMINI . ATTACHMENT A City of Elgin Project Scope Description to Provide Phase I(Study) Services for Highland Avenue Reconstruction Project I. PHASE I ENGINEERING DESIGN STUDY A. Data Collection 1. Obtain,Review, and Inventory the following: a. Existing utility information(electric,natural gas,gas pipelines, transmission lines,telecommunication, cable TV,water, sewer). b. Available roadway plans/record drawings(to be obtained from City of Elgin and Kane County) c. Establish survey datum and ground control d. Obtain/Review accident data(to be provided by the City of Elgin Police Department and Kane County Sheriffs Department) e. Existing traffic data(to be obtained by subconsultant) f. Available ROW and easement information and documents g. Property ownership/Tax Maps h. Soil Conservation Service Maps i. U.S.G.S.Maps j. NWI maps k. Current development plans 1. Obtain School Bus Route Information 2. Project Site Visit B. Field Surveys(assume 2 man crew) 1. Office setup and coordination a. Review Record Drawings b. Review locations of Vertical and Horizontal control points(to be provided by the City) c. Schedule and coordinate field survey activities 2. Preliminary Field Work a. Run traverse between control points to verify closure, and to set intermediate control points b. Run level circuit between bench marks to verify closure,horizontal control points,and set temporary bench marks 3. Topographic Surveys R.O.W. to R.O.W. (assume 7900 L.F. of roadway 80 ft. wide.) Page 1 of 4 4. Cross Sections at 100 ft. centers,including driveway and side street profiles 5. Drainage Surveys a. Type,size,condition and invert of existing storm sewers, structures and culverts b. Type, size,condition and invert of existing storm structures c. Type, size,condition and invert of existing culverts d. Proposed ROW for compensatory storage 6. Plot of Survey Data a. Download of survey data b. Create existing conditions plan view c. Create existing Digital Terrain Model(DTM)(Contours) d. Generate existing condition cross sections e. Generate existing centerline profile. 7. Field review of existing conditions 8. Pick-up surveys C. Location Drainage Study(LDS): LDS Scope is submitted as Exhibit A and will be prepared by Christopher B. Burke Engineering West,LTD(CBBEWL). 1. Subconsultant coordination and meetings(assume 2 meetings) 2. Review draft and final Location Drainage Study D. Conceptual Roadway Design 1. Establish project design criteria and standards 2. Horizontal and vertical alignment study(Total of 14 sheets at 1"=20') a. Finalize Roadway Typical Sections b. Determine requirements/need for Bikepath/pedestrian facilities E. Intersection Analysis and Design 1. Intersection Analysis a. Traffic Counts for Highland Avenue/Lyle Street Intersection. Machine Counts to be performed by Robert H.Anderson and Associates,Inc. A copy of their scope is submitted as Exhibit B. b. Perform Signal Warrant Analysis(5 Intersections) c. Accident Analysis 2. Intersection Design Study(IDS)for Highland Avenue/Lyle Street a. Prepare IDS base sheets b. Perform Optimum Phasing Analysis c. Perform Capacity Analysis Page 2 of 4 d. Determine intersection geometry(turn lane requirements) e. Determine storage length for required turn lanes f. Evaluate vertical geometric constraints(centerline profile,driveway profiles) g. Identify and evaluate drainage and utility constraints h. Evaluate sight distance requirements. i. Develop preliminary traffic signal layout plan j. Develop preliminary pavement marking plans k. Prepare and submit IDS drawings for submittal 1. Address IDOT/City/County review comments F. Preliminary Design Studies 1. Refine horizontal and vertical geometry based on concept review comments 2. Evaluation of pavement design(preliminary) 3. Evaluation of required street lighting 4. Identify Barrier Warrant Analysis locations 5. Prepare preliminary opinion of construction costs 6. Utility conflict identification and initial coordination 7. Develop sidewalk/bicycle path concept plan G. Public Information Meeting 1. Public Information Meetings(Open House)(Assume two meetings) a. Identify locations and schedules b. Advertisements and mailings c. Prepare displays,exhibits and handouts d. Attendance at meeting e. Summarize public comments f. Coordination with facility staff and subconsultants regarding meetings H. Environmental Studies: Environmental Scope is submitted as Exhibit C and will be performed by Huff&Huff,Inc. 1. Subconsultant coordination and meetings(assume 2 meetings) 2. Review environmental reports and permits. Geotechnical Investigations and Reports: Geotechnical Scope is submitted as Exhibit D and will be performed by Chicago Testing Laboratory,Inc. 1. Subconsultant coordination and meetings(assume 1 meeting) 2 Provide sketches to subconsultant for boring layout program 3. Provide elevation information for boring logs 4. Review and analyze available soils surveys for roadway pavement design J. Draft Project Development Report 1. Prepare Report Outline 2. List environmental and engineering commitments 3. Develop text portion of report Page 3 of 4 4. Assemble exhibits,text and submit report K. Final Project Development Report 1. Incorporate review comments from Draft Report 2. Incorporate comments from Public Information Meeting 3. Revisions to text and exhibits 4. Update preliminary opinion of construction costs 5. Address final report review comments(if necessary) L. Right-of-Way Impact and Acquisition Exhibits: 1. Identification of easements and right-of-way requirements necessary to accommodate Phase 1 design 2. Tract Search(Not Part of Phase 1) 3. Preparation of exhibits showing the Property Identification Number(P.I.N.), property owner and preliminary R.O.W. acquisition requirements. (Not Part of Phase 1) M. Meetings and coordination(assume 2 people per meeting @ 3 hours per meeting) 1. Kick-off meeting with City of Elgin 2. Draft Report review meeting 3. Progress meetings(assume 3) 4. Meet with the Kane County Division of Transportation(assume 2 meetings) 5. Meet with developer of property at the intersection of Airlite Street and Highland Avenue(assume 1 meeting) 6. Meet with IDOT personnel(assume 2 meetings) 7. Meet with adjacent residents and business owners(assume 2 meetings) 8. Coordination with IDOT Bureau of Local Roads 9. Coordination Meeting with FHWA personnel at IDOT District One 10. Preparation time prior to meetings(Total of 13 meetings) 11. Prepare Meeting Minutes (Total of 13 meetings) 12. Attend Mayors and managers Meetings (Total of 6 meetings) N. Project Administration 1. Project Administration(Includes 1 Progress Report/Month) Page 4 of 4 a Cost Estimate of Consultant Services Firm: Crawford,Murphy,and Tilly,Inc. Date: 06/07/05 Route: Highland Avenue Section: Complexity Factor: 0 County: Kane Job No.: Direct Labor Multiplier: 3.0 PTB&Item: Average Hourly Total Direct 3.00 Times Total Services by Item Hours Rate Labor Direct Labor Direct Costs others Total %of Grand Total A Data Collection 28.0 $26.05 $729.40 $2,188.20 $35.00 $0.00 $2,223.20 0.98% B Field Surveys 280.0 $24.47 $6,851.60 $20,554.80 $414.00 $0.00 $20,968.80 9.25% C Location Drainage Study 24.0 $28.00 $672.00 $2,016.00 $100.00 $52,094.58 $54,210.58 23.93% D Conceptual Roadway Design 216.0 $30.41 $6,568.56 $19,705.68 $225.00 $0.00 $19,930.68 8.80% E Intersection Analysis and Design 160.0 $28.75 $4,600.00 $13,800.00 $325.00 $1,393.00 $15,518.00 6.85% F Preliminary Design Studies 72.0 $28.02 $2,017.44 $6,052.32 $375.00 $0.00 $6,427.32 2.84% G Public Information Meetings 150.0 $27.32 $4,098.00 $12,294.00 $2,240.00 $0.00 $14,534.00 6.41% H Environmental Studies 24.0 $29.86 $716.64 $2,149.92 $100.00 $40,519.44 $42,769.36 18.88% I Geotechnical Investigation Report 18.0 $28.25 $508.50 $1,525.50 $70.00 $14,590.00 $16,185.50 7.14% J Draft Project Development Report 76.0 $26.27 $1,996.52 $5,989.56 $600.00 $0.00 $6,589.56 2.91% K Final Project Development Report 46.0 $26.86 $1,235.56 $3,706.68 $1,000.00 $0.00 $4,706.68 2.08% L R.O.W.Impact/Acquisition Exhibits 20.0 $26.96 $539.20 $1,617.60 $0.00 $0.00 $1,617.60 0.71% M Meetings and Coordination 172.0 $28.40 $4,884.80 $14,654.40 $391.00 $0.00 $15,045.40 6.64% N Project Administration 60.0 $32.25 $1,935.00 $5,805.00 $50.00 $0.00 $5,855.00 2.58% Total 1346.0 $27.75 $37,353.22 $112,059.66) $5,925.00 $108,597.021 $226,581.68 100.00% CECS_HighlandAvenue_2005_053105_vlrounded.xls 6/7/2005(3:50 PM) Phase 1 Study for Highland Avenue City of Elgin,IL. Man Hour Estimate for Consulting Services(Total Project) Crawford,Murphy,and Tilly,Inc. Summary of Man Hours Item CMT Total Hours A Data Collection 28.0 B Field Surveys 280.0 C Location Drainage Study 24.0 D Conceptual Roadway Design 216.0 E Intersection Analysis and Design 160.0 F Preliminary Design Studies 72.0 G Public Information Meetings 150.0 H Environmental Studies 24.0 1 Geotechnical Investigation Report 18.0 J Draft Project Development Report 76.0 K Final Project Development Report 46.0 L R.O.W.Impact/Acquisition Exhibits 20.0 M Meetings and Coordination 172.0 N Project Administration 60.0 Totals 1,346.0 Item A:Data Collection A-1 Obtain,Review and Inventory 16 A-2 Project Site Visit 12 Sub-total 28 Item B:Field Surveys B-1 Office Setup and Coordination 6 B-2 Preliminary Fieldwork 40 B-3 Topographic Surveys 140 B-4 Cross-Sectional Surveys 40 B-5 Drainage Surveys 10 B-6 Plot of Survey Data 10 B-7 Plan in Hand Field Review 14 B-8 Pick-Up Surveys 20 Sub-total 280 Item C:Location Drainage Study C-1 Subconsultant Coordination and Meetings 16 C-2 Review of Draft and Final Location Drainage Study 8 Sub-total 24 Item D:Conceptual Roadway Design D-1 Establish Design Criteria 6 Horizontal and Vertical Alignment Study(Total of 14 sheets*15 210 D-2 hours/sheet) Sub-total 216 CECS_HighlandAvenue_2005_053105_v1 x1s.xls 1 of 3 617/2005(10:16 AM) Phase 1 Study for Highland Avenue City of Elgin,IL. Man Hour Estimate for Consulting Services(Total Project) Crawford,Murphy,and Tilly,Inc. Item E:Intersection Analysis and Design E-1 Intersection Analysis 40 E-2 Intersection Design Study-Highland Avenue/Lyle Street 120 Sub-total 160 Rem F:Preliminary Design Studies F-1 Refine Horizontal and Vertical Geometry 18 F-2 Evaluation of Pavement Design 8 F-3 Evaluation of Street Lighting 12 F-4 Identify Barrier Warrant Analysis Locations 4 F-5 Prepare Preliminary Construction Cost 10 F-6 Utility Conflict Identification 8 F-7 Develop Sidewalk/Bicycle Access Concept 12 Sub-total 72 Item G:Public Information Meetings G-1 Public Information Meetings(2 Meetings) 150 Sub-total 150 Item H:Environmental Studies H-1 Subconsultant Coordination and Meetings 16 H-2 Review of Environmental Reports and Permits 8 Sub-total 24 Rem I:Geotechnical Investigation Report I-1 Subconsultant Coordination and Meetings 8 1-2 Provide Sketches for Soil Boring Layout 2 1-3 Provide Elevations of Soil Borings 4 1-4 Review of Soil Boring Report 4 Sub-total 18 Rem J:Draft Project Development Report J-1 Prepare Report Outline 12 J-2 List Environmental and Engineering Commitments 4 J-3 Write Text Portion of Report 40 J-4 Assemble Exhibits,Report and Submit 20 Sub-total 76 CECS HighlandAvenue_2005_053105_v1Xds.xls 2 of 3 6/7/2005(10:16 AM) i + Phase 1 Study for Highland Avenue City of Elgin,IL. Man Hour Estimate for Consulting Services(Total Project) Crawford,Murphy,and Tilly,Inc. Item K:Final Project Development Report K-1 Incorporate Review Comments from Draft Report 8 K-2 Incorporate Review Comments from Public Information Meeting 8 K-3 Revise Report Text and Exhibits 20 K-4 Update Cost Estimate 4 K-5 Address Final Report Review Comments 6 Sub-total 46 Item L:R.O.W.Impact/Acquisition Exhibits L-1 Identification of Right-of-Way Impacts 20 Sub-total 20 Item M:Meetings and Coordination M-1 Kick-off Meeting-City of Elgin 6 M-2 Draft Report Review Meeting(1 Meeting) 6 M-3 Progress Meetings(3 Meetings) 16 M-4 Meet with Kane County(2 Meetings) 12 M-5 Meet with Developer(1 Meetings) 6 M-6 Meet with IDOT Personnel(2 Meeting) 12 M-7 Meet with Adjacent Residents and Business Owners(2 Meetings) 6 M-8 Coordination with IDOT Bureau of Local Roads 30 M-9 Coordination Meeting with FHWA and IDOT(1 Meeting) 8 M-10 Preperation Time Prior to Meetings(13 meetings'2 hrs/meeting) 26 M-11 Prepare Meeting Minutes(13 meetings•2 hrs/meeting) 26 M-12 Attend Mayors and Managers Meetings(6 meetings) 18 Sub-total 172 Item N:Project Administration Q-1 Project Administration 80 Sub-total 60 CECS HighlandAvenue_2005_053105_v1 xds.xls 3 of 3 6/7/2005(10:16 AM) Average Hourly Project Rates Crawford, Murphy,and Tilly, Inc. Route: Highland Avenue Date: 06/07/05 City:Elgin County: Kane County Sheet No. 1 of 4 Job No.: Item A: Item B: Item C: Item D: Data Collection Field Surveys Location Drainage Study Conceptual Roadway Design Average Weighted , Weighted o Weighted % Weighted Payroll Classification Hourly Hours %Participation Rate Hours %Participation Rate Hours %Participation Rate Hours /o Participation Rate Rates Principal $57.16 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Project Engineer $48.07 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Project Engineer $38.30 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Engineer $30.49 8 29% $8.71 10 4% $1.09 0 0% $0.00 26 12% $3.67 Senior Technical Manager $33.23 0 0% $0.00 0 0% $0.00 10 42% $13.84 130 60% $20.00 Engineer $24.27 20 71% $17.34 0 0% $0.00 14 58% $14.16 60 28% $6.74 Planner $22.92 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Registered Land Surveyor $30.89 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Technician $27.63 0 0% $0.00 140 50% $13.81 0 0% $0.00 0 0% $0.00 Technician $20.61 0 0% $0.00 130 46% $9.57 0 0% $0.00 0 0% $0.00 Technical Assistant $16.49 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Clerical $17.85 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Totals 28 100% $26.05 280 100% $24.47 24 100% $28.00 216 100% $30.41 Average Hourly Project Rates Crawford, Murphy,and Tilly, Inc. Route: Algonquin Road Date: 06/07/05 City:Huntley County: McHenry County Sheet No. 2 of 4 Job No.: Item E: Item F: Item G: Item H: Intersection Analysis and Design Preliminary Design Studies Public Information Meetings Environmental Studies Average % Weighted % Weighted % Weighted Payroll Classification Hourly Hours /o Participation Hours /o Participation Hours /o Participation Hours %Participation Weighted Rates Rate Rate Rate Rate Principal $57.16 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Project Engineer $48.07 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Project Engineer $38.30 0 0% $0.00 0 0% $0.00 10 7% $2.55 0 0% $0.00 Senior Engineer $30.49 85 53% $16.20 6 8% $2.54 40 27% $8.13 10 42% $12.71 Senior Technical Manager $33.23 25 16% $5.19 26 36% $12.00 20 13% $4.43 8 33% $11.08 Engineer $24.27 40 25% $6.07 40 56% $13.48 50 33% $8.09 6 25% $6.07 Planner $22.92 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Registered Land Surveyor $30.89 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Technician $27.63 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Technician $20.61 10 6% $1.29 0 0% $0.00 30 20% $4.12 0 0% $0.00 Technical Assistant $16.49 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Clerical $17.85 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Totals 160 100% $28.75 72 100% $28.02 150 100% $27.32 24 100% $29.86 r • Average Hourly Project Rates Crawford, Murphy,and Tilly, Inc. Route: Algonquin Road Date: 06/07/05 City:Huntley County: McHenry County Sheet No. 3 of 4 Job No.: Item I: Item J: Item K: Item L: Geotechnical Investigation Report Draft Project Development Report Final Project Development Report R.O.W.Impact/Acquisition Exhibits Average Weighted % Weighted % Weighted % Weighted Payroll Classification Hourly Hours %Participation Rate Hours /°Participation Rate Hours /°Participation Rate Hours /o Participation Rate Rates Principal $57.16 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Project Engineer $48.07 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Project Engineer $38.30 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Engineer $30.49 0 0% $0.00 6 8% $2.41 6 13% $3.98 0 0% $0.00 Senior Technical Manager $33.23 8 44% $14.77 20 26% $8.74 12 26% $8.67 6 30% $9.97 Engineer $24.27 10 56% $13.48 40 53% $12.77 24 52% $12.66 14 70% $16.99 Planner $22.92 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Registered Land Surveyor $30.89 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Technician $27.63 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Technician $20.61 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Technical Assistant $16.49 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 Clerical $17.85 0 0% $0.00 10 13% $2.35 4 9% $1.55 0 0% $0.00 Totals 18 100% $28.25 76 100% $26.27 46 0% $26.86 20 100% $26.96 M Average Hourly Project Rates Crawford, Murphy,and Tilly, Inc. Route: Algonquin Road Date: 06/07/05 City:Huntley County: McHenry County Sheet No. 4 of 4 Job No.: Item M: Item N: Project Average Hourly Rates Meetings and Coordination Project Administration Average % Weighted % Weighted Weighted Payroll Classification Hourly Hours /o Participation Rate Hours /°Participation Rate Hours %Participation Rate Rates Principal $57.16 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Project Engineer $48.07 0 0% $0.00 0 0% $0.00 0 0% $0.00 Project Engineer $38.30 0 0% $0.00 10 17% $6.38 20 1% $0.57 Senior Engineer $30.49 60 35% $10.64 40 67% $20.33 297 22% $6.73 Senior Technical Manager $33.23 52 30% $10.04 10 17% $5.54 327 24% $8.07 Engineer $24.27 40 23% $5.64 0 0% $0.00 358 27% $6.46 Planner $22.92 0 0% $0.00 0 0% $0.00 0 0% $0.00 Registered Land Surveyor $30.89 0 0% $0.00 0 0% $0.00 0 0% $0.00 Senior Technician $27.63 0 0% $0.00 0 0% $0.00 140 10% $2.87 Technician $20.61 0 0% $0.00 0 0% $0.00 170 13% $2.60 Technical Assistant $16.49 0 0% $0.00 0 0% $0.00 0 0% $0.00 Clerical $17.85 20 12% $2.08 0 0% $0.00 34 3% $0.45 Totals 172 100% $28.40 60 100% $32.25 1,346 100% $27.75 Phase 1 Study for Highland Avenue City of Elgin, IL. Development of Project Hourly Rates (IDOT Method) Crawford, Murphy, and Tilly, Inc. 2006 2007 2008 2009 2010 Item 2005 Actual Projected @ Projected @ Projected @ Projected @ Projected @ Rate 5.0% 5.0% 5.0% 5.0% 5.0% Increase Increase Increase Increase Increase Average Hourly Rate as a 100.0% 105.0% 110.3% 115.8% 121.6% 127.6% Percent of 2005 Rate Estimated Months of Contract in 7 11 0 0 0 0 Given Year % of Project Duration 38.89% 61.11% 0.00% 0.00% 0.00% 0.00% Extension 0.389 0.642 0.000 0.000 0.000 0.000 Weighted Project Hourly Rate G � Multiplier T r _ -=''' ''' -'-� ,, mar _� �' _ 1.0306 Project Duration: June 9, 2005 to November 30, 2006 = 18 months CECS_HighlandAvenue_2005_053105_vlxls.xls 6/7/2005 (10:15 AM) . Phase 1 Study for Highland Avenue City of Elgin, IL. Computation of Prorated Project Hourly Rates Crawford, Murphy, and Tilly, Inc. Actual 2005 Weighted Project Classification Average Hourly Rate Hourly Hourly Rate Multiplier Rates * Principal $55.47 1.0306 $57.16 Senior Project Engineer $46.64 1.0306 $48.07 Project Engineer $37.16 1.0306 $38.30 Senior Engineer $29.59 1.0306 $30.49 Senior Technical Manager $32.24 1.0306 $33.23 Engineer $23.55 1.0306 $24.27 Planner $22.24 1.0306 $22.92 Registered Land Surveyor $29.97 1.0306 $30.89 Senior Technician $26.81 1.0306 $27.63 Technician $20.00 1.0306 $20.61 Technical Assistant $16.00 1.0306 $16.49 Clerical $17.32 1.0306 $17.85 * Rates to be applied to all project work tasks CECS_HighlandAvenue_2005_053105_vlxls.xls 6/7/2005(10:16 AM) Phase 1 Study for Highland Avenue City of Elgin, IL. Estimate of Direct Costs Crawford, Murphy, and Tilly, Inc. Item A: Data Collection 1 Travel: 1 trip @$23.00/trip $35.00 Sub-total $35.00 Item B: Field Surveys 1. Travel: 18 trips @$23.00/trip $414.00 Sub-total $414.00 Item C: Location Drainage Study 1. Printing:Copies of Aerial Maps,survey,alignments $100.00 Sub-total $100.00 Item D: Conceptual Roadway Design 1. Technical Memorandum(and attachments) 3 memos x 5 copies @$15.00/Memorandum $225.00 Sub-total $225.00 Item E: Intersection Analysis and Design 1. Technical Memorandum(and attachments) $75.00 1 memos x 5 copies @$15.00/Memorandum 2. Printing: Preliminary IDS for 1 Locations 5 Sets/Location*1 Locations*$25/Set $125.00 3. Printing: Final IDS for 1 Locations 5 Sets/Location*1 Locations*$25/Set $125.00 Sub-total $325.00 CECS_HighlandAvenue_2005_053105_v1 xls.xls 1 of 3 6/7/2005(10:16 AM) • Phase 1 Study for Highland Avenue City of Elgin, IL. Estimate of Direct Costs Item F: Preliminary Design Studies 1. Technical Memorandum(and attachments) 5 memos x 5 copies @$15.00/Memorandum $375.00 Sub-total $375.00 Item G: Public Information Meetings 1. Printing:Color Comment Sheets $150.00 150 Sheets*$1.00 2. Display Boards for First Public Meeting: $800.00 10 Boards @$80.00/Board 3. Display Boards for Second Public Meeting: $800.00 10 Boards @$80.00/Board 4. Travel: 4 trips @$23.00/trip $92.00 5. Postage: Meeting Notification Letters 200 Letters/Meeting*2 Meetings*$.37/Letter $148.00 6. Court Reporter $250.00 Sub-total $2,240.00 Item H: Environmental Studies 1. Printing:Copies of Aerial Maps,survey,alignments $100.00 Sub-total $100.00 Item I: Geotechnical Investigation Report 1. Travel:2 Trips @$35.00/trip $70.00 Sub-total $70.00 CECS_HighlandAvenue_2005_053105_v1xIs.xls 2 of 3 6/7/2005(10:16 AM) Phase 1 Study for Highland Avenue City of Elgin, IL. Estimate of Direct Costs Item J: Draft Project Development Report 1. Draft Project Development Report $600.00 6 sets*$100/set Sub-total $600.00 Item K: Final Project Development Report 1. Final Feasibility Report 10 sets*$100/set $1,000.00 Sub-total $1,000.00 Item L: R.O.W.Impact/Acquisition Exhibits 1. (No Direct Costs) $0.00 Sub-total $0.00 Item M: Meetings and Coordination 1. Meetings @ City of Elgin: 8 Meeting @$23.00/Meeting $138.00 2. Meetings @ County: 2 Meeting @$23.00/Meeting $46.00 3. Meetings @ IDOT: 9 Meeting @$23.00/Meeting $207.00 Sub-total $391.00 Item N: Project Administration 1. Printing: QA/QC Plan $50.00 5 Copies*$10.00/Copy Sub-total $50.00 CECS_HighlandAvenue_2005_053105_vlxls.xls 3 of 3 6/7/2005(10:16 AM) EXHIBIT A Christopher B. Burke Engineering West, LTD Scope and Man-hours for Location Drainage Study May 27, 2005 Kelly Farley, P.E. Crawford, Murphy & Tilly, Inc. 600 N. Commons Drive, Suite 107 Aurora, IL 60504 RE: Highland Avenue Location Drainage Study (CBBEWL Project# 05-932) Dear Kelly: Enclosed is the requested information in regards to the Phase I Location Drainage Study for Highland Avenue. As discussed, we have included the following information for your consideration in selecting a water resources firm to provide a Location Drainage Study (LDS)for the proposed Highland Avenue Widening and Reconstruction. • A summary of our firm's qualifications, • A project understanding, • Project team qualifications, • An estimate of man-hours to complete the work, and • A CECS cost analysis. Firm Qualifications Christopher B. Burke Engineering West, Ltd. (CBBEWL), is a member of The Burke Group (TBG) of companies and is located in St. Charles, Illinois. The current staff in St. Charles includes 22 professionals and technicians, and our specialties include stormwater management, site design, and a full range of municipal and county services. The firm is dedicated to providing high quality professional services to clients, primarily in the western portions of Northeastern Illinois, such as Kane, McHenry, Kendall, and DuPage counties. We have and continue to work extensively with county transportation divisions as a consultant on stormwater management and environmental resources, as well as providing more traditional civil engineering transportation plans, specifications, and estimates. As leading experts in stormwater management, CBBEWL joins forces with our clients to develop efficient and cost-effective designs that are customized to achieve their project goals on time and within budget. Of particular note, with respect to this project, is the fact that our staff was also retained to prepare the Stormwater Ordinances for both Kane and DuPage Counties, and work extensively with the City of Elgin in plan reviews in relation to Kane County Stormwater Ordinance. It is with this knowledge base, that we are confident that our project team will provide the technical expertise and requirements of IDOT and the Kane County Stormwater Ordinance as it relates to the Highland Avenue LDS. C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\PRO5932 52705.doc In addition to our team of professionals at CBBEWL, the Burke Group is structured so that services can be provided to our clients seamlessly regardless of which firm is the contact point. With that in mind, we intend to utilize additional technical expertise available at Christopher B. Burke Engineering (CBBEL) in Rosemont. CBBEL is a full-service regional consulting engineering and surveying firm specializing in civil, municipal, water resources, mechanical, structural, construction, traffic and environmental engineering and environmental resource services. Specifically, the Rosemont office has approximately 140 professionals with expertise in a variety of disciplines, including survey, civil, structural, mechanical, environmental, traffic, construction management, transportation, landscape architecture, water resources, wetlands, and forestry. By combining the expertise and experience from the two offices, we bring together our technical and management strengths to cost-effectively provide the services required to complete the LDS for Highland Avenue. We have attached several relevant project abstracts representing our team's experience for your review. Project Understanding We understand that we will be working with Crawford, Murphy & Tilley, Inc. (CMT) to assist in preparing the IDOT Phase 1 Engineering Services, specifically, preparing a location drainage study, for the proposed widening and reconstruction of Highland Avenue between Randall Road and McLean Boulevard. The project limits extend from Randall Road to McLean Boulevard along the existing Highland Avenue alignment resulting in 1.6 miles of roadway widening and reconstruction. It is our understanding that the proposed improvements include widening the existing 2 lane section to three lanes and constructing curb and gutter and storm sewer. In general, we envision the following major tasks will be required to complete the work. • Field review and data collection • Preparation of an existing drainage plan including: Major drainage features Floodplain • Preparation of a proposed drainage plan including: Stormwater detention analysis Floodplain encroachment • Preparation of the Location Drainage Study In addition, we envision that several project meetings will be required as part of this scope to ensure overall project coordination and agency coordination. Project Team As noted previously, we have combined our expertise and experience from the St. Charles and Rosemont offices, to bring what we believe, to be a strong project team to complete the LDS for Highland Avenue. Our team's key technical personnel include Scott Randall, John Witte and Chinliang Wang. Detailed resumes for the key personnel are attached. JJW/der/mmc 2 of 4 C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\PR05932 52705.doc 1 Scott F. Randall's role on this project will be to manage and perform the day to day activities related to the completion of this work on time and within budget. Scott will be CMT's point of contact with respect to the LDS issues. John Witte's role on this project will be to perform the day to day work required to complete the LDS. He will lead the technical tasks under the guidance of Mr. Wang. Chinliang R. Wang's role on this project will be to provide senior QA/QC of the LDS to ensure that the work is completed in accordance with our internal QA/QC program as well as that required by IDOT. Estimate of Man-hours As discussed, we have attached a Location Drainage Study Drainage Engineering Work Hour Summary, as well as a CECS cost worksheet that summarize our estimated man- hours and costs to complete the anticipated LDS tasks for the reconstruction of Highland Avenue in Kane County. Please note, we have made the following assumptions as a basis for the man-hour estimate and costs provided. • The project limits extend from Randall Road to McLean Boulevard along the existing Highland Avenue alignment resulting in 1.6 miles of roadway widening and reconstruction. It is our understanding that the proposed improvements include widening the existing 2 lane section to three lanes and constructing curb and gutter and storm sewer. • Base data, such as project area topography, typical existing and proposed cross sections, templated cross sections at 100-ft intervals, and plans and profiles will be provided by CMT. • A total of three outlets will be evaluated. • Kane County Stormwater Ordinance requirements will need to be satisfied including, but not limited to detention and compensatory storage. • The box culvert providing conveyance for the Branch of Tyler Creek will not be modified, therefore a detailed Hydraulic Report will not be required for the LDS. The required Waterway Information Table for the box culvert will be obtained from the Hydraulic Report for the existing structure. • Pump station design, if needed, is not included. • A total of up to 7 coordination meetings with local agencies by 2 of our project team staff will be required with 2 of these meetings dedicated to the extension of N. Airlite Street to the south of Highland Avenue. • Any additional stream or drainage pick up survey will be performed by others. • The drainage plans will be prepared at a scale of 1-inch equals 50-feet. • It is anticipated that a total of 10 copies of the report will be required throughout the design process (3 drafts, 3 pre-finals and 4 finals). JJW/der/mmc 3 of 4 C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\PR05932 52705.doc As shown, we estimate that 494 hours will be required to complete the LDS. Thank you for the opportunity to prepare this proposal package. Our project team is available to begin this work upon your approval. We look forward to working with you on this project. Please feel free to call if you have any questions or if you would like to discuss further the information provided. Sincerely, Scott Randall, P.E. John J. Wills, P.E. Water Resources Manager President JJW/der/mmc 4 of 4 C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\PR05932 52705.doc R LOCATION DRAINAGE STUDY DRAINAGE ENGINEERING WORK HOUR SUMMARY Project Route: Highland Avenue Project Limits: Randall Road to McLean Blvd County: Kane State Job Number: Local Agencies: IDOT, Kane County Highway Department, City of Elgin Number of Agencies: 3 Identified Drainage Problems: Unknown Number of Outlets: 3 Drainage Districts: Number of FPE's 1 Total 1 Transverse Longitudinal Number of Floodways 1 Total 1 Transverse Longitudinal Major Drainage Features: 0 Bridges 1 Major Culvert Pump Stations Crossings Reservoirs/Detention Facilities Subway Channels Length: Mainline 1.6 miles Cross Sts. Interchanges Total Length(All of Above) 1.6 miles ITEM WORK HOURS C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\LDSMH_HIGH.DOC 1 EXISTING DRAINAGE SYSTEM General Location Drainage Map 4 Existing Drainage Plan 68 Identified Drainage Problems 20 Identified Base Floodplains 2 Major Drainage Features 40 PROPOSED DRAINAGE SYSTEM Design Criteria 10 Outlet Evaluation 10 Storm Water Detention Analysis 37 Right of Way Analysis 21 Drainage Alternatives 24 Local and Other Agency Coordination 26 Proposed Drainage Plan 136 Floodplain Encroachment Evaluation 23 IDNR-OWR Permit 4 Erosion and Sediment Control Data Table 4 Study Assembly 40 • Quality Control/Quality Assurance 15 Contract Administration and Billing 10 TOTAL WORK HOURS 494 C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\LDSMH_HIGH.DOC 2 ROUTE: Highland Avenue • PROJECT: CONSULTANT: CHRISTOPHER B. BURKE ENG WEST. LTD. DATE .:•yak R SECTION: COUNTY: KANE JOB NO.: OVERHEAD RATE a ;, COMPLEXITY FACTOR sy; µ 7 y. � , .. EOM �.��,.�£'a._.u>e3 :�u..��az�. +,. v ` �" (�� �ts�w �� � ? 2.,,.,'....4 � _wFsu ,� ', �zG.7 EWE 0.73%$139.50 $193.92 $46.52 1242%ems€ - : '"in $2,375.50 $3,302.18 $792.23 17 , 68 $264.63 4.15% 0.36%L M - u � , ; n`2Q;`:` >. $793.50 $1,103.04 1�< : C3IPLrt ► $$52136.246 2 $$$1$$6233147806799492..49.9944 7 04 1 0 246940444%$69.75 $96.96 * ' $1 $2,152.57 $41749 8.5..1.0% ,4 } y $524.76 $125.90 $1286 1.97' " " 10 ...77.50� a w136 < $4,789.25 ,$6657.54' = GE PLAN ;^` � $944.50 $1,312.95 $$13,51947.9.29 1 2.07%$396.75 $551.52 $132.32 $1,080.59`` CV $3,752.44 7.20%`� ' ', NT. ION:ANALIS $1,377.7.75 $1,92151..21 4.14%$1,102.00 $$426549.438 8 $$22,,415192..413 3 G1 ` Cvnel" t e 1 , 61 26"-: $1,231.75 $1,712.26 $410.79 $3,354.79 4.63%V WM j N $8855 $1, 328 $295.40. ''010'I' ' N EN OAC M NT•EVALUATIOimmim.'- $170.25 $236.66 $56.78 $463.69 0.89% „ ": ( :ROB':y.: 40 "''- $1,425.75 $1,981.94 $500.O0 $547.99 $4,455.67 8.55% '" ^*BE©IIVIL=NT CONTROL PLAN $170.25 $236.66 $56.78 $463.69 0.89% :=1€7;;C"ONTRACT�ADMINISTRATION AND BILLING 10 $570.00 $792.36 $190.10 $1,552.45 2.98% , � 19''Cltlt I B''�urke:Ert.Ineerin• Ltd. $2,336.59 $2,336.59 20 TOTALS 479 $18,059.00 $25,103.82 $2,836.59 $6,095.18 $0.00 $52,094.58 95.51% EXHIBIT C-2 AVERAGE HOURLY RATES CONSULTANT: CHRISTOPHER B.BURKE ENG WEST. LTD. ROUTE: Highland Avenue PROJECT: 0 DATE: 5/27/2005 SECTION: 0 COUNTY: KANE JOB NO.: SHEET' I' ',./ OF ;; :6;;°'e IN, ` fi, — .- '''' .v ' s r +t$ _ �^..—"i°„ x,u_, .r',.--. ; we•,pg v 1 u o 'i. .) 3'tie .4.-4. yy S t 4 � f .,_ ... .,.o,a.w- : �•a: �_. b#7ik�:vss,.aei a.''. � __ .V_ ;.. $5.70� 2.9% $1.68 � 10.0%ENe4t V :': ; ,. $57.00 $37:75 IMII 50.0% $18.88 26 38.2% $14.43 11M 90.0% $33.98 11=1 50.0% $18.88 FM=-;MEEMIIII 1.4"V'4,}AT-.4r-,,,!:.1.771.?7ZERMEMMFINErniiiilli,t MIIIIIMII 01111231 MIME 11111111111 MI MII SR P 0a, . , O •• Dili iiiiii�� MIMI '< e• $32.00' , 50.0% $16.00 40.:" 58.8% $18.82 50.0% $16.00 2 100.0% $34.88 TOTALS 4 100.0% $34.88 68 100.0% $34.93 20 100.0% $39.68 EXHIBIT C-2 AVERAGE HOURLY RATES CONSULTANT: CHRISTOPHER B. BURKE ENG WEST. LTD. ROUTE: Highland Avenue PROJECT: 0 DATE: 5/27/2005 SECTION: 0 COUNTY: KANE JOB NO.: SHEET 2 OF 5 ,, �1. ,r s • "*.••d 15 �' ' <Y.''«5, wit s--. ..;a IBMy k Et4GINEER V.,. ,`' ` . $57.00 11=11 5.0% $2.85 - 2.2% $1.26 �' 8.3% $4.75 ENGINEER $37.75 38 95.0% $35.86 10 100.0% $37.75 63 46.3% $17.49 11112111 91.7% $34.60 ENGINEER.II ENV.RES.SPEC.V ENV. RES.SPEC. III ENV. RES.TECH. LAND SURVEYING MANAGER _ SR. PROJECT SURVEYOR PROJECT SURVEYOR STAFF SURVEYOR SEN.ENG.TECH. ENG.TECH. II $32.00 __ ___ 70 51.5% $16.47 ENG.TECH. I WORD PROCESSOR TOTALS 40 100.0% $38.71 10 100.0% $37.75 136 100.0% $35.22 24 100.0% $39.35 a, • EXHIBIT C-2 AVERAGE HOURLY RATES CONSULTANT: CHRISTOPHER B. BURKE ENG WEST. LTD. ROUTE: Highland Avenue PROJECT: 0 DATE: 5/27/2005 SECTION: 0 COUNTY: KANE JOB NO.: SHEET 3 OF 5 ...... `... .". a A 3 « . w?�..ri4 /?�. ! � i4., k i , � . . .�. . �s �. r�i.xd iiimmilal',Z4 sc.s Jta :' .. ::y ; >•`•:..:,.... . $57.00 10.0% $5.70 5.4% $3.08 50.0% $28.50 MEIN Et . vl t 9 ' 90.0% $33.98 67.6% $25.51 100.0% $37.75 50.0% $18.88 j __�-_�iiTilzglie 11111111 IIIIIIII NNE" IIIIIII =II DIXON imi vigil NENE ,IM EMI Ella '-._1.' '-' .r'9'77*.."'L*7:41;141'"1'"'71;''.?'t'-i:,-'j ' ''/f Mgt it Sin/I ii IS 11011.11.I II 111*:''':21.".- 1211 591112111111111112 Mil II:1. , •in..1111.11.111$32.0 0 IiiiVw Milli! 21E11 iNni TOTALS 10 100.0% $39.68 37 100.0% $37.24 21 100.0% $37.75 26 100.0% $47.38 r Y EXHIBIT C-2 AVERAGE HOURLY RATES CONSULTANT: CHRISTOPHER B. BURKE ENG WEST. LTD. ROUTE: Highland Avenue PROJECT: 0 DATE: 5/27/2005 SECTION: 0 COUNTY: KANE JOB NO.: SHEET 4 OF 5 �k 4�S��t� ST Z` r' k dx` � .d?. �.:. 'al� �iS'i Y�D � `„TP�•�.`„c]� � � � �� 1 .mil M %u a....::. i� r �!i. ,� ukt .,.,k.�ir °`i 1� � .. ....>.. . ,,.. <.>`,-cs.,,,a:..u. a $57.00 aill 1 3.0% $7.43 25.0% $14.25 7.5% $4.28 25.0% $14.25 ' EER tIlc."°' .... " " $37.75 . 56.5% $21.34 © 75.0% $28.31 29 72.5% $27.37 ® 75.0% $28.31 ,..EP - .Ill;. ,,.., ®����� Milli aulm Imam cial Mill $32 a0 30 4% $9.74 11111111 111111 a PROCTOR:,' _ . $20.00 ®��®�� 8. 20.0% $4.00 ��� TOTALS 23 100.0% $38.51 4 100.0% $42.56 40 100.0% $35.64 4 100.0% $42.56 EXHIBIT C-2 AVERAGE HOURLY RATES CONSULTANT: CHRISTOPHER B. BURKE ENG WEST. LTD. ROUTE: Highland Avenue PROJECT: 0 DATE: 5/27/2005 SECTION: 0 COUNTY: KANE JOB NO.: SHEET 5 OF 5 4 E S v 4^ i SF a �As. "4 •* • fir` '� ��a,.J „:.......i.eS<$. _ s ,.._.,.....>.:a,...d ._a.. ,3.,.i:;.,� �. �.�„sM�« :.,..F..a..,.s;;:.A.;�::�..<, �' ,,.. a ., �» �'...! L z ,. M. ...�.,,_�i. .�»,.'...,... ...,tt .• 111111 111111 OMIIII 11111111�$57.00 10 100.0% $57.00 ENGNEER:V :w :Imo: : . - MIMI MIME ENV.RES.SPEC. III ENV.R .S TECH: Mill�� LAND SURVEYING MANAGER SR.PROJECT SURVEYOR PROJECT SURVEYOR _ STAFF SURVEYOR -__-____-____ SEN. ENG.TECH. ENG.TECH. II _ ENG.TECH. I WORD PROCESSOR TOTALS 10 100.0% $57.00 0 0.0% $0.00 0 0.0% $0.00 0 0.0% $0.00 J EXHIBIT B: Robert H. Anderson and Associates, Inc. Scope and Man-hours for Traffic Counts RHA&A Robert H.Anderson&Associates,Inc. Timbers Professional Center Consulting Engineers&Surveyors 220 West River Drive St.Charles,IL 60174 telephone-630.584.3530 June 6, 2005 facsimile-630.584.3047 email—rh agrhaengr.com Mr. Kelly Farley, P.E. Project Manager Crawford Murphy Tilly, Inc. 600 North Commons Drive Suite 107 Aurora, IL 60504 RE: Traffic Counts—Highland Avenue, Elgin Dear Kelly, As we have discussed,we have prepared this proposal for the completion of traffic counts for the Highland Avenue project in the City of Elgin. We hope that the attached information clearly outlines the anticipated work element. If there are additional services that you desire or if we need to clarify any of the items attached, please do not hesitate to contact me. We appreciate the opportunity to work with you on this important assignment and look forward to hearing from you. Sincerely, Robert H. Anderson &Associates, Inc. al fir f .... , Matt Gauntt, P.E., P OE Senior Project Manager attachments ACCEPTED THIS DAY OF , 2005 DATE: Scope of Work 1.0 ADT Traffic Counts Average Daily Traffic (ADT) Counts will be taken for all approaches to one intersection along Highland Avenue. The traffic counts will be recorded for a one-day period. The counts will include the following: • Volume recorded in 15-minute intervals • Classification per vehicle length • Speed • Weather conditions The data from the traffic counts will be summarized in both report tables and charts. 2.0 Turning Movement Counts A turning movement counts will be conducted during the AM and PM peak hours for the study intersection. The counts will be taken for a three-hour period during both peaks. Information collected will include: • Breakdown per 15 minute periods • Passenger vehicles, pedestrians, single unit trucks and 18-wheel vehicles (3 bins of classification) The counts will be summarized and will be reported in both tabular and graphical formats. • Traffic Counts Sr.Project Staff Technician Direct Cost Per Labor Code Engineer Engineer Costs Hourly Rates $125.00 $89.00 $76.00 1.0 ADT Counts 1.1 Highland Avenue 1 2 4 $607.00 Subtotal 1 2 4 $607.00 2.0 Turning Movement Counts 2.1 Highland Avenue 2 8 $786.00 Subtotal 0 2 8 $786.00 Total 1 4 12 $1,393.00 I. , EXHIBIT B SCHEDULE OF HOURLY RATES FOR EMPLOYEE CLASSIFICATIONS 2005 Principal $ 135.00 Senior Planner $ 125.00 Senior Project Engineer $ 125.00 Project Engineer $ 110.00 Senior Engineer $ 100.00 Staff Engineer $ 89.00 Associate Engineer $ 78.00 Engineering Intern $ 45.00 Senior Structural Engineer $ 135.00 Structural Engineer $ 120.00 Senior Field Engineer $ 97.00 * Field Engineer $ 85.00 Junior Field Engineer $ 65.00 Designer $ 97.00 Senior Technician $ 86.00 Technician $ 76.00 Junior Technician $ 66.00 Office Administrator $ 65.00 Clerical $ 50.00 Professional Land Surveyor $ 110.00 Survey 3-Person $ 149.00 + Survey 2-Person $ 120.00 + Survey 1-Person $ 100.00 + Non Salary Direct Costs: Printing & Reproduction Cost+ 15% * Includes vehicle + Includes vehicle and equipment The above hourly rates include all equipment and office overhead, insurance, employee fringe benefits, taxes, interest on invested capital and profit. ROBERT H.ANDERSON&ASSOCIATES,INC. GENERAL PROVISIONS purpose intended will be at Owner's sole risk and without liability or Billing and Payment: Engineer will bill Owner monthly for the legal exposure to Engineer or to Engineer's independent professional engineering services and reimbursable expenses. Payment is to be associates and consultants from all claims,damages,losses and made within thirty(30)days of receipt of Engineer's invoice. If expanses including attorneys'fees arising out of or resulting Owner objects to any invoice submitted by Engineer,Owner shall so therefrom. Any such verification or adaptation will entitle Engineer advise Engineer in writing,giving reasons therefor,within fourteen to further compensation at rates to be agreed upon by Owner and (14)days of receipt of such invoice. If no such objection is made,the Engineer. invoice will be considered acceptable to Owner. Engineer reserves the right to stop work on the Project if Engineer's invoices are overdue Insurance: Engineer shall procure and maintain insurance for by more than thirty(30)days. Engineer shall not be liable for protection from claims under worker's compensation acts,claims for damages arising out of any such stop of work,nor deemed to be in damages because of bodily injury including personal injury,sickness default of this Agreement as a result thereof. or disease or death of any and all employees or of any person other than such employees,and from claims or damages because of injury Monthly Fee Limit(If Applicable): Engineer agrees to use its best to or destruction of property including loss of use resulting efforts to perform the services within the monthly fee limit. If,at therefrom. any time,Engineer has reason to believe that the cost of the services will be greater or substantially less than the monthly fee limit,the Limitation of Liability: The Owner agrees to indemnify,hold Engineer shall promptly notify Owner to that effect,giving a revised harmless,and defend the Engineer from and against any and all claims, monthly fee limit for performance of the services. The Owner will costs,suits,and damages,including defense costs,arising out of(a) not be obligated to reimburse the Engineer for costs incurred in excess errors,omissions or inaccuracies in the documents and information of the monthly fee limit,nor shall the Engineer be obligated to provided by the Owner to the Engineer,(b)any certifications required continue performance under the Agreement or otherwise incur costs to be signed by Engineer on behalf of the Owner during the course of in excess of that amount,unless and until the Owner notifies the the Project and/or(c)any claims made or asserted by any third Engineer in writing that the monthly fee limit has been increased and parties(i.e.anyone not a signatory to this contract)after five(5) has specified in such notice revised monthly fee limit for the services years from the acceptance by Owner of the contract. Neither the in question. When and to the extent that the monthly fee limit has Engineer nor its officers,shareholders,agents or employees shall be been increased,any costs incurred by the Engineer in excess of the jointly,severally or individually liable to the Owner,by reason of any monthly fee limit prior to the increase shall be allowable to the same act or omission,including breach of contract or negligence not extent as if such costs had been incurred after the increase in the amounting to willful or intentional acts,in excess of the compensation monthly fee limit was approved. to be paid to Engineer pursuant to this contract. Cost Estimate: The proposal cost estimate for engineering services Not Contingent on Construction: This agreement is for the prepared by Engineer represents Engineer's best judgment as a design described professional services. It is not contingent upon professional. It is recognized,however,that neither the Engineer nor construction of any facilities,nor is it contingent upon the use of the the Owner has any control over the costs of changes required by the plans for construction purposes. reviewing agencies or negotiation conditions. Accordingly,Engineer cannot and does not warrant or represent that final costs will not vary Severability: In the event that any provision or clause of this from those stated above. contract conflicts with applicable law,such conflict shall not affect the remaining provisions of this contract which can be given effect Termination: The obligation to provide further services under this without the conflicting provision,and to this end the provisions of Agreement may be terminated by either party upon thirty days' this contract are declared to be severable. written notice in the event of substantial failure of the other party to perform in accordance with the terms hereof through no fault of the Rights of Enforcement: The Owner agrees to reimburse the terminating party. Engineer for all fees and costs incurred by the Engineer in enforcing any of the terms of this contract,including but not limited to, Reuse of Documents: All documents,drawings and reports attorneys'fees,expert witness fees,and any and all other or prepared or furnished by Engineer(and Engineer's independent incidental costs incurred by the Engineer in enforcing the terms of this professional associates and consultants)pursuant to the Agreement agreement. are instruments of service in respect of the Project and Engineer shall retain copyright ownership and property interest therein whether or Sworn Statement: The law requires that the Engineer shall submit a not the Project is completed. Owner may make and retain copies for sworn statement of persons furnishing materials and labor before any information and reference in connection with the use and occupancy payments are required to be made to the Engineer. of the Project by Owner and others;however,such documents are not intended or represented to be suitable for reuse by Owner or others on extensions of the Project or on any other project. Any reuse without written verification or adaptation by Engineer for the specific EXHIBIT C: Huff & Huff, Inc. Scope and Man-hours for Environmental Studies HUFF & HUFF,INC. APRIL 25, 2005 SCOPE-OF-WORK FOR ENVIRONMENTAL SERVICES Highland Avenue Reconstruction Project Elgin,Illinois 1. INTRODUCTION A Phase I and Phase II study is proposed for the improvement of Highland Avenue between McLean Boulevard and Randall Road. The existing road is a two lane rural cross-section that will be improved to a three lane urban cross-section with sidewalk on at least one side. The adjacent land uses include residential, open fields, and open space associated with Tyler Creek. There are four churches within the project limits plus on additional church located west of Randall Road. One of the churches includes a private school, apparently elementary. Right-of- way may be required to provide the proposed improvements to the roadway. The City of Elgin intends to use local funds for the Phase I and Phase II studies, but will utilize federal funds for construction. As a result, the project must meet certain environmental guidelines in order to be eligible for the federal funds. To accurately assess and report on the environmental studies, it is recommended that the environmental evaluation be summarized in an Environmental Class of Determination(ECAD). This Scope-of-Work submitted by Huff& Huff pertains to the environmental processing for the Highland Avenue corridor as an ECAD. Jim Novak will function as the project manager and will be responsible for overseeing all aspects of the environmental documentation. The following sections of this scope-of-work describe the tasks to be completed as needed. Key environmental issues that will be encountered during this study are anticipated to be noise analysis, wetlands, water quality, floodplains (associated with Tyler Creek), and socio-economic concerns. While processing the project as an ECAD is not required during Phase I if federal funds are not used, this process is valuable in documenting the environmental issues and impact resolution. 2. SCOPE-OF-WORK TASKS Task 4 Environmental Data Collection 4.1 Information Requests The environmental data collection process includes site visits as well as queries of resources and organizations for project specific information. Due to the use of federal funds for construction, it is recommended that the Environmental Survey Request Form(ESRF) be submitted to IDOT for ease in their future tracking of the pertinent environmental issues in-house. While the ESR typically triggers studies to be undertaken by state agencies, H&H will prepare the necessary C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\Highland Ave Elgin.doc 1 1. I environmental studies such as wetlands, special waste screening and natural resource data gathering. 4.2 Historic Photo Log A photo log will be prepared and submitted for evaluation of potential historic sites. This documentation will be submitted to the Illinois Historic Preservation Agency (IHPA) to determine if there are potentially historic structures in the project area. IHPA will provide an indication if historic or potentially historic homes occur, and this information would be used to avoid impacts to these structures. Based on a cursory review of the corridor, most of the structures do not appear to be either historically or architecturally significant. 4.3 Vegetation and Tree Survey/Tabulation Huff&Huff will prepare a tree survey in accordance with IDOT procedures for the project. All trees six inches diameter breast high (dbh) and any landscaped trees within the proposed ROW will be surveyed and identified. CMT will locate the trees during the project survey. Huff& Huff will then use survey data including station and offset to identify type, size and condition of the trees within the existing and proposed right-of-way. Scrub vegetation along the right-of-way can be qualitatively assessed. After all trees are evaluated, a tabulation of trees which summarizes potential impacts will be compiled. A summary tree report will be prepared which documents tree impacts. This will include all trees six inches dbh or greater and smaller individuals when planted for landscape purposes. It is anticipated the tree survey will be conducted in the growing season. 4.4 Site Visits Huff & Huff would first use one field trip to screen the corridor, identify areas requiring discussion, and to familiarize project personnel with the area. The photo log would be completed during this field trip. 4.5 Existing and Future Land Use Information concerning land use would be gathered from the City of Elgin. Only one commercial establishment was observed within the project corridor, with most of the corridor surrounded by single and multi-family residences. As previously mentioned, four churches and one parochial school are located along the roadway. The last remaining agricultural field is currently being developed. 4.6 Define and Analyze Social and Economic Factors Information will be collected regarding current and proposed public facility locations, service areas, and business locations. There are limited public facilities along the route. C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\Highland Ave Elgin.doc 2 4.7 Water Resource Data Collection of resource data for water resources and water quality will be obtained from the following sources: > U.S. Geological Survey/IEPA water quality reports (2002) D Illinois State Water Survey 7-day, 10-year low flow data, well logs, and reports > Northeastern Illinois Planning Commission reports These reports will be used to describe the stream in the project area. Other information needed to assess water quality includes size of drainage area, land uses in the watershed, impervious area, and rainfall information. 4.8 Preliminary Environmental Site Assessment(PESA) H&H will conduct a Preliminary Environmental Site Assessment (PESA) for the corridor. This will include a site inspection as well as completing a records search and identifying any possible special waste sites within the corridor. Based on a review of the corridor, there are no gasoline stations or other high risk facilities that are potential sources of special waste. Task 7 Noise Analysis Noise analysis may be required if the project could impact receptors. Current noise levels in the community are affected by traffic volumes, traffic mix (cars, medium trucks, and heavy trucks), receptor proximity, and the topographic variation in roadway placement. The noise analysis will be completed following IDOT policies and procedures and FHWA guidance, including 23 CFR 772. Noise analysis is a requirement of any Type I projects, where Type I is considered for highway on new location or physical changes in horizontal or vertical alignment, or increments in the number if through-traffic lanes. (See BDE 26-6.05 (a) and(b)). Data collection for the noise analysis includes information on land uses, traffic volume data, existing roadway design features (i.e. speed limits, ADT, and ROW limits, and sensitive receptor locations). Potential receptor locations for the existing and future conditions will be based on identifying sensitive receptors. No more than four(4) receptor locations are anticipated. During the site visit,photo-documentation will be completed. These photos are used for presentations in the technical memos. The peak hourly traffic data will be used to select potential receptor locations. Approval of these locations and methods will be sought prior to initiating further work. A memorandum will be prepared discussing the selection of receptor locations and noise measurement methods. Measurements of existing noise will be taken with a noise meter (ANSI S1.4-1983, Type II+) during peak hours of traffic. The measurements will be taken at receptors selected for the noise modeling analysis. C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\Highland Ave Elgin.doc 3 t Task 8 Air Quality Analysis The Pre-Screen for COSIM input sheets will be prepared to address the worst-case receptor located near a signalized intersection with a sensitive receptor. The air quality model will be run by IDOT and the results provided to H&H. Should the Pre-Screen for COSIM air quality analysis fail, the next level of air quality analysis is COSIM. The necessary input data will be prepared and submitted to IDOT to run the COSIM computer model, if required. The intersection with the highest traffic volumes will be Highland Avenue at Randall Road. Task 9/10 ECAD Issues Evaluation and ECAD Consequences All areas that need to be addressed for the NEPA document will be evaluated for this task. Because the Phase I and Phase II portions of the project are locally funded, it is not anticipated that regular coordination of the environmental documentation will be conducted with IDOT and the FHWA; however, as it is the intent to seek federal funding for the construction, we recommend that an ECAD type of document be prepared during Phase I. NEPA review through Phase I is not anticipated, but the reporting of the environmental studies will need to be documenting to the FHWA prior to the project being eligible for federal funding. It is believed that completing an informal ECAD Document will assure that all environmental concerns identified by the FHWA have been satisfactorily addressed. The ECAD format is familiar to the FHWA and this document concisely addresses the issues. H&H will prepare the ECAD Journal and the ECAD Document for the project. The ECAD Record will document achievements and milestones for all 14 issue areas. The ECAD Document will summarize the findings of key environmental issues that are considered to be impacted by the project. The key issues include: • Cultural/Historical Impacts • Floodplains • Wetlands • Special Waste Impacts from both construction and operation of the project will be identified for these resources. The evaluation of cumulative impacts will include secondary or future development impacts. The ECAD Journal and Document will be completed using the standard IDOT/FHWA format. The ECAD will be presented periodically to the City Elgin for review and comment. In addition, separate technical memorandum will be completed for vegetation (trees), noise, wetlands (if present) and special waste. The information from this study will be used in the ECAD analysis. Task 15 ECAD Record and Document Huff& Huff will prepare the ECAD Journal and Consequences document during and after the evaluation process that occurs in Tasks 9 and 10. Any necessary tables for summarizing these C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\Highland Ave Elgin.doc 4 a data will be prepared by H&H along with necessary exhibits and a detailed environmental inventory map. As the ECAD is prepared, the document will be presented to the City of Elgin for review. Typically, the ECAD is presented to the Federal Highway Administration if federal funding is utilized during the Phase I and Phase II portions of the project. It is not anticipated that presentations of the ECAD will be conducted for the FHWA at this time. Task 17 Public Involvement Huff&Huff representatives will attend the public presentation of the project to answer questions and address environmental issues for the project. Huff & Huff will assist in preparing environmental exhibits for the public involvement process. Task 20 Wetland Impact Evaluation Form/Process Wetland areas may be located in the project area. Wetland delineations will be conducted by Huff & Huff and summarized in the Wetland Impact Evaluation Forms (WIE). These documents will be submitted to IDOT for review. Huff & Huff will also prepare a Wetland Delineation Report that will accompany the WIE forms. Because local funding is being utilized, the WIE Forms will not be submitted to IDOT for review, unless it is requested; however, the entire submittal package will be prepared that includes the WIEs and the delineation report. Mitigation requirements will most likely be met by mitigation banking, and no potential mitigation sites will be identified. Wetland permitting is proposed as part of the Phase II portion of the project. Task 23 Administration This task covers items necessary to manage the project, including preparation of quarterly reports, scheduling, and coordination with the prime consultant. Task 24 QA/QC QA will also be utilized to validate environmental documents and document preparation. QA will be completed by Linda Huff, an experienced environmental lead at H&H. Meetings Huff& Huff anticipates that there presence will be required at up to two meetings with the City of Elgin and the Prime Consultant. Time has been allotted for these coordination meetings. These meetings are expected to occur during the Phase I portion of the project. C:\Documents and Settings\kfarley\Local Settings\Temporary Internet Files\OLK6C8\Highland Ave Elgin.doc 5 • t HUFF & HUFF, INC. APRIL 25, 2005 SCOPE-OF-WORK FOR ENVIRONMENTAL SERVICES Highland Avenue Reconstruction Project Elgin,Illinois 1. INTRODUCTION A Phase I and Phase II study is proposed for the improvement of Highland Avenue between McLean Boulevard and Randall Road. The existing road is a two lane rural cross-section that will be improved to a three lane urban cross-section with sidewalk on at least one side. The adjacent land uses include residential, open fields, and open space associated with Tyler Creek. There are four churches within the project limits plus on additional church located west of Randall Road. One of the churches includes a private school, apparently elementary. Right-of- way may be required to provide the proposed improvements to the roadway. The City of Elgin intends to use local funds for the Phase I and Phase II studies, but will utilize federal funds for construction. As a result, the project must meet certain environmental guidelines in order to be eligible for the federal funds. To accurately assess and report on the environmental studies, it is recommended that the environmental evaluation be summarized in an Environmental Class of Determination(ECAD). This Scope-of-Work submitted by Huff& Huff pertains to the environmental processing for the Highland Avenue corridor as an ECAD. Jim Novak will function as the project manager and will be responsible for overseeing all aspects of the environmental documentation. The following sections of this scope-of-work describe the tasks to be completed as needed. Key environmental issues that will be encountered during this study are anticipated to be noise analysis, wetlands, water quality, floodplains (associated with Tyler Creek), and socio-economic concerns. While processing the project as an ECAD is not required during Phase I if federal funds are not used, this process is valuable in documenting the environmental issues and impact resolution. 2. SCOPE-OF-WORK TASKS Task 4 Environmental Data Collection 4.1 Information Requests The environmental data collection process includes site visits as well as queries of resources and organizations for project specific information. Due to the use of federal funds for construction, it is recommended that the Environmental Survey Request Form(ESRF)be submitted to IDOT for ease in their future tracking of the pertinent environmental issues in-house. While the ESR typically triggers studies to be undertaken by state agencies, H&H will prepare the necessary L:\Elgin\0526501\!ProjMan\Agreement\SubConsultant\Huff Highland Ave Elgin.doc 1 I environmental studies such as wetlands, special waste screening and natural resource data gathering. 4.2 Historic Photo Log A photo log will be prepared and submitted for evaluation of potential historic sites. This documentation will be submitted to the Illinois Historic Preservation Agency (IHPA) to determine if there are potentially historic structures in the project area. IHPA will provide an indication if historic or potentially historic homes occur, and this information would be used to avoid impacts to these structures. Based on a cursory review of the corridor, most of the structures do not appear to be either historically or architecturally significant. 4.3 Vegetation and Tree Survey/Tabulation Huff& Huff will prepare a tree survey in accordance with IDOT procedures for the project. All trees six inches diameter breast high (dbh) and any landscaped trees within the proposed ROW will be surveyed and identified. CMT will locate the trees during the project survey. Huff& Huff will then use survey data including station and offset to identify type, size and condition of the trees within the existing and proposed right-of-way. Scrub vegetation along the right-of-way can be qualitatively assessed. After all trees are evaluated, a tabulation of trees which summarizes potential impacts will be compiled. A summary tree report will be prepared which documents tree impacts. This will include all trees six inches dbh or greater and smaller individuals when planted for landscape purposes. It is anticipated the tree survey will be conducted in the growing season. 4.4 Site Visits Huff & Huff would first use one field trip to screen the corridor, identify areas requiring discussion, and to familiarize project personnel with the area. The photo log would be completed during this field trip. 4.5 Existing and Future Land Use Information concerning land use would be gathered from the City of Elgin. Only one commercial establishment was observed within the project corridor, with most of the corridor surrounded by single and multi-family residences. As previously mentioned, four churches and one parochial school are located along the roadway. The last remaining agricultural field is currently being developed. 4.6 Define and Analyze Social and Economic Factors Information will be collected regarding current and proposed public facility locations, service areas, and business locations. There are limited public facilities along the route. L:\Elgin\0526501\!ProjMan\Agreement\SubConsultant\Huff_Highland Ave Elgin.doc 2 ► r 4.7 Water Resource Data Collection of resource data for water resources and water quality will be obtained from the following sources: > U.S. Geological Survey/IEPA water quality reports (2002) ➢ Illinois State Water Survey 7-day, 10-year low flow data, well logs, and reports > Northeastern Illinois Planning Commission reports These reports will be used to describe the stream in the project area. Other information needed to assess water quality includes size of drainage area, land uses in the watershed, impervious area, and rainfall information. 4.8 Preliminary Environmental Site Assessment(PESA) H&H will conduct a Preliminary Environmental Site Assessment (PESA) for the corridor. This will include a site inspection as well as completing a records search and identifying any possible special waste sites within the corridor. Based on a review of the corridor, there are no gasoline stations or other high risk facilities that are potential sources of special waste. Task 7 Noise Analysis Noise analysis may be required if the project could impact receptors. Current noise levels in the community are affected by traffic volumes, traffic mix (cars, medium trucks, and heavy trucks), receptor proximity, and the topographic variation in roadway placement. The noise analysis will be completed following IDOT policies and procedures and FHWA guidance, including 23 CFR 772. Noise analysis is a requirement of any Type I projects, where Type I is considered for highway on new location or physical changes in horizontal or vertical alignment, or increments in the number if through-traffic lanes. (See BDE 26-6.05 (a) and(b)). Data collection for the noise analysis includes information on land uses, traffic volume data, existing roadway design features (i.e. speed limits, ADT, and ROW limits, and sensitive receptor locations). Potential receptor locations for the existing and future conditions will be based on identifying sensitive receptors. No more than four(4) receptor locations are anticipated. During the site visit, photo-documentation will be completed. These photos are used for presentations in the technical memos. The peak hourly traffic data will be used to select potential receptor locations. Approval of these locations and methods will be sought prior to initiating further work. A memorandum will be prepared discussing the selection of receptor locations and noise measurement methods. Measurements of existing noise will be taken with a noise meter (ANSI S1.4-1983, Type II+) during peak hours of traffic. The measurements will be taken at receptors selected for the noise modeling analysis. L:\Elgin\0526501\!ProjMan\Agreement\SubConsultant\Huff_Highland Ave Elgin.doc 3 e i Task 8 Air Quality Analysis The Pre-Screen for COSIM input sheets will be prepared to address the worst-case receptor located near a signalized intersection with a sensitive receptor. The air quality model will be run by IDOT and the results provided to H&H. Should the Pre-Screen for COSIM air quality analysis fail, the next level of air quality analysis is COSIM. The necessary input data will be prepared and submitted to IDOT to run the COSIM computer model, if required. The intersection with the highest traffic volumes will be Highland Avenue at Randall Road. Task 9/10 ECAD Issues Evaluation and ECAD Consequences All areas that need to be addressed for the NEPA document will be evaluated for this task. Because the Phase I and Phase II portions of the project are locally funded, it is not anticipated that regular coordination of the environmental documentation will be conducted with IDOT and the FHWA; however, as it is the intent to seek federal funding for the construction, we recommend that an ECAD type of document be prepared during Phase I. NEPA review through Phase I is not anticipated, but the reporting of the environmental studies will need to be documenting to the FHWA prior to the project being eligible for federal funding. It is believed that completing an informal ECAD Document will assure that all environmental concerns identified by the FHWA have been satisfactorily addressed. The ECAD format is familiar to the FHWA and this document concisely addresses the issues. H&H will prepare the ECAD Journal and the ECAD Document for the project. The ECAD Record will document achievements and milestones for all 14 issue areas. The ECAD Document will summarize the findings of key environmental issues that are considered to be impacted by the project. The key issues include: • Cultural/Historical Impacts • Floodplains • Wetlands • Special Waste Impacts from both construction and operation of the project will be identified for these resources. The evaluation of cumulative impacts will include secondary or future development impacts. The ECAD Journal and Document will be completed using the standard IDOT/FHWA format. The ECAD will be presented periodically to the City Elgin for review and comment. In addition, separate technical memorandum will be completed for vegetation (trees), noise, wetlands (if present) and special waste. The information from this study will be used in the ECAD analysis. Task 15 ECAD Record and Document Huff& Huff will prepare the ECAD Journal and Consequences document during and after the evaluation process that occurs in Tasks 9 and 10. Any necessary tables for summarizing these L:\Elgin\0526501\!ProjMan\Agreement\SubConsultant\Huff Highland Ave Elgin.doc 4 , data will be prepared by H&H along with necessary exhibits and a detailed environmental inventory map. As the ECAD is prepared, the document will be presented to the City of Elgin for review. Typically, the ECAD is presented to the Federal Highway Administration if federal funding is utilized during the Phase I and Phase II portions of the project. It is not anticipated that presentations of the ECAD will be conducted for the FHWA at this time. Task 17 Public Involvement Huff&Huff representatives will attend the public presentation of the project to answer questions and address environmental issues for the project. Huff & Huff will assist in preparing environmental exhibits for the public involvement process. Task 20 Wetland Impact Evaluation Form/Process Wetland areas may be located in the project area. Wetland delineations will be conducted by Huff & Huff and summarized in the Wetland Impact Evaluation Forms (WIE). These documents will be submitted to IDOT for review. Huff & Huff will also prepare a Wetland Delineation Report that will accompany the WIE forms. Because local funding is being utilized, the WIE Forms will not be submitted to IDOT for review, unless it is requested; however, the entire submittal package will be prepared that includes the WIEs and the delineation report. Mitigation requirements will most likely be met by mitigation banking, and no potential mitigation sites will be identified. Wetland permitting is proposed as part of the Phase II portion of the project. Task 23 Administration This task covers items necessary to manage the project, including preparation of quarterly reports, scheduling, and coordination with the prime consultant. Task 24 QA/QC QA will also be utilized to validate environmental documents and document preparation. QA will be completed by Linda Huff, an experienced environmental lead at H&H. Meetings Huff& Huff anticipates that there presence will be required at up to two meetings with the City of Elgin and the Prime Consultant. Time has been allotted for these coordination meetings. These meetings are expected to occur during the Phase I portion of the project. L:\Elgin\0526501\!ProjMan\Agreement\SubConsultant\Huff Highland Ave Elgin.doc 5 r PAYROLL ESCALATION TABLE FIXED RAISES FIRM NAME Huff&Huff,Inc. DATE 5/27/2005 PRIME/SUPPLEMENT CMT PTB NO. CONTRACT TERM 36 MONTHS OVERHEAD RATE 136.27% START DATE 6/1/2005 COMPLEXITY FACTOR 0 RAISE DATE 1/1/2006 %OF RAISE 5.00% ESCALATION PER YEAR 6/1/2005 - 1/1/2006 1/2/2006 - 1/1/2007 1/2/2007 - 1/1/2008 1/2/2008 - 6/1/2008 7 12 12 5 36 36 36 36 19.44% 35.00% 36.75% 16.08% = 1.0727 The total escalation for this project would be: 7.27% i PAYROLL RATES FIRM NAME Huff&Huff, Inc. DATE 5/27/2005 PRIME/SUPPLEMENT CMT PTB NO. ESCALATION FACTOR 7.27% CLASSIFICATION CURRENT RATE ESCALATED RATE Principal $54.80 $58.79 Air Quality Manager $47.80 $51.28 Senior Compliance Spec. $34.16 $36.64 Senior Scientist I $22.96 $24.63 Senior Scientist II $31.76 $34.07 Senior Scientist Ill $34.36 $36.86 Senior Engineer I $28.40 $30.47 Senior Engineer II $32.42 $34.78 Senior Geologist $60.00 $60.00 Project Engineer I $23.54 $25.25 Project Engineer II $31.08 $33.34 Project Scientist I $16.12 $17.29 Project Scientist II $25.12 $26.95 Senior Technician $25.68 $27.55 Technician $18.61 $19.96 Admin.Manager $23.60 $25.32 Administrative II $16.36 $17.55 Administrative I $13.00 $13.95 Interns $12.00 $12.87 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ... 0 Illinois Department Cost Estimate of of Transportation Consultant Services (CPFF) Firm Huff& Huff, Inc. Date 5/27/2005 Route Highland Ave. Section Overhead Rate 136.27% County Kane Job No. Complexity Factor 0 PTB& Item Overhead In-House Outside Services %of Item Manhours Payroll & Direct Fixed Direct By Total Grand Fringe Benefits Costs Fee Costs Others Total 04-Env. Data Collection 126 3,304.12 4,502.53 650.60 1,244.17 0.00 0.00 9,701.43 23.94% 07-Noise Analysis 67 2,187.33 2,980.68 128.91 779.88 0.00 0.00 6,076.80 15.00% 08-Air Quality 12 411.58 560.86 7.20 144.28 0.00 0.00 1,123.92 2.77% 09-ECAD Issues Eval. 54 1,485.60 2,024.42 59.35 525.59 0.00 0.00 4,094.96 10.11% 10-ECAD Consequences 36 939.54 1,280.31 71.35 337.30 0.00 0.00 2,628.50 6.49% 15-ECAD Document 52 1,200.17 1,635.47 170.20 442.34 0.00 0.00 3,448.17 8.51% 17-Public Involvement 8 294.87 401.82 28.35 106.73 0.00 0.00 831.77 2.05% 20-Wetlands 66 1,426.25 1,943.56 125.28 514.50 0.00 0.00 4,009.59 9.90% 22-Section 4(f) 30 1,092.38 1,488.58 45.56 386.75 0.00 0.00 3,013.28 7.44% 23-Administration 14 516.02 703.19 31.00 184.07 0.00 0.00 1,434.28 3.54% 24-QA/QC 18 882.72 1,202.89 31.00 311.68 0.00 0.00 2,428.30 5.99% Meetings 16 589.74 803.64 113.40 221.67 0.00 0.00 1,728.46 4.27% TOTALS 499 14,330.33 19,527.94 1,462.20 5,198.97 0.00 0.00 40,519.44 100.00% of lansportation Average Hourly Project Rates Route Highland Ave. Section County Kane Consultant Huff&Huff,Inc. Date Job No. PTB/Item Sheet 1 OF 1 Payroll Avg Total Project Rates 04-Env.Data Collection 07-Noise Analysis 08-Air Quality 09-ECAD Issues Eval. 10-ECAD Consequences 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 Principal 58.79 13 2.39% 1.41 1 0.79% 0.47 Air Quality Manager 51.28 0 Senior Compliance Spec. 36.64 0 Senior Scientist I 24.63 0 Senior Scientist II 34.07 0 Senior Scientist III 36.86 140 25.78% 9.50 12 9.52% 3.51 2 2.99% 1.10 20 37.04% 13.65 8 22.22% 8.19 Senior Engineer I 30.47 0 Senior Engineer II 34.78 20 3.68% 1.28 6 4.76% 1.66 6 8.96% 3.11 8 66.67% 23.19 Senior Geolo•ist 60.00 0 Pro'ect Engineer I 25.25 22 4.05% 1.02 22 17.46% 4.41 Pro'ect En•ineer I I 33.34 86 15.84% 5.28 12 9.52% 3.18 50 74.63% 24.88 4 33.33% 11.11 10 18.52% 6.17 10 27.78% 9.26 Pro'ect Scientist I 17.29 130 23.94% 4.14 28 22.22% 3.84 --_-- 24 44.44% 7.69 18 50.00% 8.65 Pro'ect Scientist II 26.95 64 11.79% 3.18 24 19.05% 5.13 _--_--_--_-- Senior Technician 27.55 40 7.37% 2.03 12 9.52% 2.62 8 11.94% 3.29 _-- --�-- Technician 19.96 20 3.68% 0.74 8 6.35% 1.27 _--_--_--_-- Admin.Manager 25.32 0 Administrative II 17.55 8 1.47% 0.26 1 0.79% 0.14 1 1.49% 0.26 Administrative I 13.95 0 Interns 12.87 0 --_--_--_--_--_-- 0 0 0 0 -- -- -_�-- --�-� 0 -- -- -- -- --�-_ 0 -- -- -- -- --�-_ 0 0 -_�-- -- -- --�-- 0 -- -- -- -- --�-- 0 -_�-- -- -- --�-- 0 TOTALS 543 100% $28.83 126 100% $26.22 67 100% $32.65 12 100% $34.30 54 100% $27.51 36 100% $26.10 4 PAYROLL ESCALATION TABLE FIXED RAISES FIRM NAME Huff&Huff,Inc. DATE 5/27/2005 PRIME/SUPPLEMENT CMT PTB NO. CONTRACT TERM 36 MONTHS OVERHEAD RATE 136.27% START DATE 6/1/2005 COMPLEXITY FACTOR 0 RAISE DATE 1/1/2006 %OF RAISE 5.00% ESCALATION PER YEAR 6/1/2005 - 1/1/2006 1/2/2006 - 1/1/2007 1/2/2007 - 1/1/2008 1/2/2008 - 6/1/2008 7 12 12 5 36 36 36 36 19.44% 35.00% 36.75% 16.08% = 1.0727 The total escalation for this project would be: 7.27% PAYROLL RATES FIRM NAME Huff&Huff, Inc. DATE 5/27/2005 PRIME/SUPPLEMENT CMT PTB NO. ESCALATION FACTOR 7.27% CLASSIFICATION CURRENT RATE ESCALATED RATE Principal $54.80 $58.79 Air Quality Manager $47.80 $51.28 Senior Compliance Spec. $34.16 $36.64 Senior Scientist I $22.96 $24.63 Senior Scientist II $31.76 $34.07 Senior Scientist Ill $34.36 $36.86 Senior Engineer I $28.40 $30.47 Senior Engineer II $32.42 $34.78 Senior Geologist $60.00 $60.00 Project Engineer I $23.54 $25.25 Project Engineer II $31.08 $33.34 Project Scientist I $16.12 $17.29 Project Scientist II $25.12 $26.95 Senior Technician $25.68 $27.55 Technician $18.61 $19.96 Admin. Manager $23.60 $25.32 Administrative II $16.36 $17.55 Administrative I $13.00 $13.95 Interns $12.00 $12.87 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I • EXHIBIT D: Chicago Testing Laboratory, Inc. Scope and Man-hours for Geotechnical Investigations and Reports May 27, 2005 Mr. Kelly Farley Crawford,Murphy, and Tilly Re: Letter of Interest and Statement of Qualifications for Subcontract Geotechnical Services and Material Testing Reconstruction and Widening of Highland Avenue (FAU 1308) Randall Road to McLean Boulevard Dear Mr. Farley: We are pleased to submit this letter of interest and list of qualified staff available for the above referenced project. CHICAGO TESTING LABORATORY, INC. (CTL) is a professional consulting engineering firm specializing in the application of geotechnical, civil, and construction materials engineering. We have conducted a wide variety of geotechnical design studies, laboratory testing and construction monitoring of numerous projects including those similar to your project. General Qualifications We have performed subconsultant services for numerous roadway projects to government agencies and design Consultants over the last twenty years. Our laboratory is nationally accredited by the American Association of State Highway and Transportation Officials (AASHTO) for Soils in accordance with ASTM D 3740, P.C. Concrete in accordance with ASTM C 1077; and Bituminous Mixtures in accordance with ASTM D 3666. We are prequalified by the Consultant Services group of the Illinois Department of Transportation for both Simple and Complex Geotechnical assignments. The IDOT Bureau of Materials inspects our facilities annually to confirm that the laboratory is equipped to perform Concrete, Bituminous and Soils testing for State QA/QC projects. Our field personnel are certified by the National Institute for Certification in Engineering Technologies (NICET) and/or the Illinois Department of Transportation QA/QC certification programs. The resumes of key personnel who would be utilized on this project are attached along with a listing of similar projects performed by CTL. 1 L , Thank you for the opportunity to provide this statement of qualifications. Please contact us if you have any questions or require additional information. Respectfully Submitted, CHICAGO TESTING LABORATORY, INC. William Wyzgala William J. Wyzgala, P.E. Branch Manager WJW/rlh Attachments Résumés Project Experience L' • May 27,2005 Mr.Kelly Farley Crawford,Murphy,and Tilly 600 North Commons Drive,Suite 107 Aurora,Illinois 60504 Re: Proposal for Roadway Soil Survey Highland Avenue,FAU 1308 McLean Boulevard to Randall Road Elgin,Illinois Dear Mr.Farley: We are pleased to have the opportunity to submit the following proposal for the performance of a soil survey exploration for the referenced roadway improvements. Project Description and Scope of Work The project consists of the reconstruction and widening of approximately 1.65 miles of the existing roadway. For these improvements we propose thirty (30) subgrade soil borings and ten (10) pavement cores. Method of Performance-Field Work Soil Exploration The soil exploration will be accomplished by performing soil profile borings for the roadway improvements. a) The soil survey borings will be extended to a minimum depth of six (6) feet and will incorporate standard penetration tests and split-spoon sampling at with sampling at one to three feet and from four to six feet below the surface. b) Laboratory testing will include moisture content determinations, consistency (penetrometer value) determination on cohesive soil samples. Soil classification testing and one IBR test will be performed on major subgrade soil type. c) The pavement cores will be made with a 4-inch diameter core barrel and hand augering equipment extended to sample all pavement components and into the underlying subgrade soil. The pavement section information at the core location will be presented on a data sheet in tabular form. t '' • In our proposal, we have included provisions for rough layout of the borings and have assumed that the final locations and elevations will be determined by the design engineer or will be referenced to centerline stationing provided by the Engineer. Method of Performance-Analysis and Report The boring information including the soil types and test data will be presented on plan and profile drawings, if required. The base reproducible plan and profile drawing would be provided by the design engineer. The results of this field exploration and laboratory testing would be used in an analysis and formulation of our recommendations. Major subject areas for our analysis, recommendations and report would consist of stating the existing subsurface soil and ground water conditions, the existing pavement section components,and subgrade soil conditions. A written report summarizing and presenting the data and recommendations will be prepared by a Registered Professional Engineer. The roadway soil exploration will be performed in compliance with the current IDOT Geotechnical Manual. Timing and Fees We will begin on work after notice to proceed. We plan on mobilizing and doing all the borings concurrently. The final report will be coordinated with the DSE as their design is completed. We propose to provide this work at the unit rates quoted on the attached Schedule of Services and Fees, Attachments 1.1 through 1.2. These estimated quantities and unit rates are based on information as outlined in this proposal and experience on past projects. On the basis of the above information, we estimate that these services can be provided for a fee of $ 14,590.00. ■ " r General For this project, we will assign Mr. William J. Wyzgala, P.E. as Project Engineer. Our staff is acquainted with the local subsurface conditions and has participated in the planning, development and execution of highway soil explorations in this area. We are looking forward to working with you on this project. Respectfully submitted, CHICAGO TESTING LABORATORY,INC. William Wyzgala William J.Wyzgala,P.E. Project Engineer WJW/rlh Enclosure: Attachments 1.1, 1.2,and General Conditions Highland Avenue Soil Survey—Estimated Budget$ 14,590.00 ACCEPTED THIS DAY OF ,20 BY: TITLE: FIRM: L .1 ATTACHMENT 1.1 SCHEDULE OF SERVICES AND FEES HIGHLAND AVENUE RECONSTRUCTION AND WIDENING ELGIN, ILLINOIS Item :stimated Quantit Unit Cost Extention Field Services Mobilization of Truck Drilling Rig, and personnel, lump sum 1 $250.00 $250.00 Soil Borings Six feet deep,through earth and other materials except rock, encountered below ground surface, split spoon sampling at thirty (30) inch intervals, penetration record Unconfined compression tests on retained cohesive soil samples, ea. 30 $150.00 $4,500.00 Pavement Core with subgrade probe, 10 $100.00 $1,000.00 Traffic Control, signs, barricades, etc. 2 $660.00 $1,320.00 Field Services Total: $7,070.00 Laboratory Services Moisture Content Determinations, ea 150 $5.00 $750.00 Atterberg Limit Determinations, ea. 6 $60.00 $360.00 Grain Size Analysis, including hydrometer, ea. 6 $80.00 $480.00 Organic Content test, ea. 1 $60.00 $60.00 Illinois Bearing Ratio Test, Ea. 1 $250.00 $250.00 Laboratory Services Total: $1,900.00 Engineering Services for Soil Survey Including: Layout Coordination & Utility Clearance and Permits Engineering Supervision of Soil Profile Borings Preparation of Soil Boring Profile Drawings, Analysis and Recommendations for Earthwork, Report Preparation, Consultation Estimated Cost(@ Unit Rates Listed on Attachment 1.2) $5,620.00 TOTAL: $14,590.00 ,► ✓ ATTACHMENT 1.2 ENGINEERING SERVICES Our fees for Engineering Services will be based on the actual number of hours required to the work,and will be determined on a Unit Rate Basis at these rates for each classification personnel: Estimated Quantil Rate/Hour Extentsion Principal Engineer, per hr. 1 $130.00 $130.00 Project Engineer, per hr. 12 $120.00 $1,440.00 Staff Engineer, per hr. 20 $85.00 $1,700.00 Field Engineer, per hr. 20 $80.00 $1,600.00 Draftsman/Tech., per hr. 10 $48.00 $480.00 Word Processing, per hr. 6 $45.00 $270.00 $5,620.00