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Resolution 2015-05 aoi5-o6" - Resolution for Maintenance of Illinois Department Streets and Highways by Municipality of Transportation Under the Illinois Highway Code BE IT RESOLVED, by the Mayor and City Council of the (Council or President and Board of Trustees) United City of Yorkville Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $300,400.00 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from May 1, 2015 (Date) to April 30, 2016 (Date) BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department , a certified statement showing expenditures from and balances remaining in the account(s) for this period; and BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation, at Ottawa Illinois. I, Lisa Pickering Clerk in and for the United City (City,Town or Village) of Yorkville County of Kendall hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Mayor and City Council at a meeting on March 24, 2015 (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of M.4 y/ 010l� (SEAL) bEpU7y CrrY Clerk (City,Town or Village) Approved Regional Engineer Department of Transportation D to Printed 5/6/2015 BLR 14230(Rev.07/15/13) Illinois DeprYleJlt � b`� , Municipal Estimate of of Twansp Maintenance Costs Local Public Agency: United City of Yorkville County: Kendall Maintenance Period 5/1/2015 to 4/30/2016 Section Number: 15-00000-00-GM Estimated Cost of Maintenance Operations Maintenance For Group 1,IIA,118,or III Est Total Operation Maint. Insp. Unit Item _ Operation No.Description) Grou Re . Item Unit Quantity Price Cost Cost Bituminous Patching IIA jBituminous Cold Patch Ton 90.00 110.00 9,900.00 9,900.00 Surface Hot Mix Ton 200.00 70.00 14,000.00 14,000.00 Signs,Posts,and Hardware IIA Various Signs EA 150.00 50.00 7,500.00 7,500.00 Sign Posts and Anchors EA 100.00 40.00 4,000.00 4,000.00 Brackets and Hardware EA 75.00 50.00 3,750.00 3,750.00 Snow Removal I IBulk Rock Salt TON 1500.00 100.00 150,000.00 150,000.00 Salt Storage Rental I Building Space Rental for LS 1.00 7,750.00 7,750.00 7,750.00 Bulk Rock Salt Storage - Maintenance and operation of an I Electricity 103,500.00 existing street light system Total Estimated Maintenance Operation Costj 300,400.00 Estimated Cost MFT Portion Other Funds Preliminary Engineering Maintenance 300,400.00 1 300,400.00 - Engineering Inspection Maint Eng - I Material Testing Totals: 300,400.00 300,400.00 Advertising Bridge Inspections Total Estimated Maintenance Engineering Cost - Total Estimated Maintenance Costj 300,400.00 Submitted: /A Approved: r A WSW Municipal Official Title Regional Engineer Date bate, BLR 14231(Rev 02/18/14) Printed on 5/6/2015 2:26 PM Cip Memorandum To: IDOT District 3 Bureau of Local Roads Z $36 From: Eric Dhuse, Director of Public Works p � y CC: .p` � ,p p Date: May 4, 2015 CE y Subject: Corrected sheets Attached please fmd the corrected BLR sheets for the United City of Yorkville's general maintenance appropriation. If there are any further corrections or additional information needed, please let me know. Thanks, Eric Dhuse. D3 L,XAL a I =L:)-EN,v rr FIELD ENG.3 OFFICE?CyNIC1AP: r OFFICE 7=CHNICLAN CRT.D?=RA MR, i AUDITOR { SECRCARY FILE OT`IER Illinois Department of TCansporWon Special Provisions The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction", Adopted January 1, 2012 , the latest edition of the"Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of 15-00000-00 GM and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. Bituminous patching -The United City of Yorkville will use an N-30 or N-50 surface course mix on all patches throug'ht the city. All patches will be performed in accordance with Section 442 of the Standard Specifications for Road and Bridge Construction adopted January 1, 2012. Page 1 of 1 BLR 11310(Rev.7/05) Printed on 2/18/2015 1:44:09 PM i LR 1013 Page 1 of 1 State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of LocalRoads and Streets SPECIAL PROVISION FOR ROCK SALT ' Effective August 1, 1969 Revised January 1, 2002 All references to Sections or Articles in this specification shall be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. Description. This item shall consist of furnishing rock salt(sodium chloride) in bins or stockpiles at location designated in the Proposal. Materials. Material shall meet the requirements of Article 1013.02 except that the gradation shall be as follows: Passing .12.5 mm (112 inch)sieve . 100% passing 9.5 rrim (318 inch)sieve 95- 100% Passing 4.75 mm (No.4)sieve 20 90% Passing 2.36 mrn{No. 8)sieve 10_ 60 %. Passing 600-pm(No. 30) sieve . 0.- 10 % The.Department reserves the right to reject any shipments.of rock salt which are delivered in a frozen'or caked condition or which contain free water. The Department reserves the right to accept delivery of Rock Salt which, according to analysis by the Department, has a sodium chloride (NaCI)-content of.Iess,than 96.0 %, but Is not leas than .90.0 %. Material With' less*than 90.0 % sodium chloride will be •rejected. When such exceptions are allowed, payment will be adjusted. Method of Measurement..Rock salt will be measured by the metric ton (ton). Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton)-for furnlshirig and transporting ROCK SALT based on the sodium chloride content.-Payment will be in'accordance with the following schedule: NaCl Content-96.0°!o to 1,00.0% Net Bid price-per ton. NaCl Content 95.0%to 95.9% Bid price less $0.50 per metric.ton (ton). NaCl Content 94.0%to 94.9%'•Bid price less $2.00 per metric-ton(ton). NaCi Content 90,0%to 93.9%Bid.price less $4.00 per metric-ton (ton). LR 442 Page 1 of 2 STATE OF ILLINOIS DEPARTEMENT OF TRANSPORTION DIVISION OF HIGHWAYS LOCAL ROADS AND STREETS BITUMINOUS PATCHING MIXTURES FOR MAINTENANCE USE Effective: January 1, 2004 Revised: June 1, 2007 This special provision covers course graded and fine graded bituminous mixtures for use in maintaining small areas on flexible and rigid type pavement. Materials.The materials, control, quality, sampling, testing, inspection and storage of material shall conform to the specific requirements of the Standard Specifications for Road and Bridge Construction adopted by the Department of Transportation. Bituminous Patching Mixtures.The material supplier or contractor may furnish any of the following Bituminous Patching Mixtures listed in the individual Group for which the award was made. Group I—Bituminous Patching Mixtures Serial No. M-17-07: Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type Serial No. M-19-07: Bituminous Mixture for Maintenance Use, Liquid Asphalt Type Serial No. M-20-07: Bituminous-Sand Mixture for Maintenance Use Serial No. M-48-02: Bituminous Premix for Maintenance Use, Inverted Emulsified Asphalt CBAE-2 Serial No. M-126-07: Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture Bituminous Patching Mixture (HMA): This mixture shall conform to the material requirements of Section 1030. The mixture shall be a High ESAL IL-12.5 N50, High ESAL IL-9.5 N50, or Low ESAL IL-9.5 N30 mix. The bituminous material shall be limited to asphalt PG 58-28 or PG 52-28. Group II—Bituminous Patching Mixture (Proprietary) Serial No. M-120-07: Bituminous Premix for Maintenance Use - Optimix, Sylcrete, UPM, I QPR-2000, EZ Street, SMP-Proprietary Sources Serial No. M-133-96: Bituminous Premix for Maintenance Use, Instant Road Repair- Proprietary Placing of Bituminous Patching Mixture.All holes and depressions in the existing surface which exceed 3/" in depth shall be repaired by removal of all loose and defective material and replaced with the specified Bituminous Patching Mixture. The material shall be compacted to produce a tight surface conforming to the adjacent area. Method of Measurement. Bituminous patching mixture will be measured for payment in metric tons (tons). LR 442 Page 2 of 2 Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton) for BITUMINOUS PATCHING MIXTURE (GROUP 1); BITUMINOUS PATCHING MIXTURE (GROUP II); When bids are taken F.O.B.trucks at the mixing plant a hauling differential of$ per ton- mile haul from mixing plant to location designated in the proposal will be used to determine the low bid. Round trip distance shall be used to calculate the hauling differential to be used to compare bids. Bidders are required to fill in the location of the plant from where they propose to supply the patching mixture, on the material proposal form. i State of Illinois Department of Transportation Division of Highways Springfield SPECIFICATIONS FOR BITUMINOUS PREMIX FOR MAINTENANCE USE PROPRIETARY MIXES Serial Number: M 120-10 1. DESCRIPTION. The patching material shall be composed of a mineral aggregate, plant-mixed with a liquid asphalt and chemical additives from the suppliers of the proprietary mixtures. The bituminous material shall be capable of coating wet aggregates without stripping, and shall be available in various grades so that one such grade will enable a stockpile to remain pliable and workable at a temperature of-26 °C (-15 °F). The patching material shall be capable of maintaining adhesive qualities in patched areas which are damp or wet at time of application, and also after remaining in an uncovered stockpile for up to twelve (12) months. 2. MATERIALS. Control of the materials shall be in accordance with the general requirements of Section 106 of the current Standard Specifications for Road and Bridge Construction. If required, a five kilogram (ten-pound) sample of the mineral aggregate and one-liter (one-quart) sample of the liquid asphalt shall be submitted to the Bureau of Materials and Physical Research, 126 East Ash Street, Springfield, Illinois, for performing the tests specified herein. (a) Aggregate All Coarse Aggregate used in the proprietary mixtures shall consist of crushed stone of Class B quality or better as defined in Article 1004.01(a) & (b) of the above cited Standard Specifications. (b) Bituminous Materials The bituminous material shall be a formulation of the liquid asphalt blend prepared under the supervision of the proprietary mix supplier. It shall meet the requirements of ASTM D 2026 or ASTM 2027,whichever applies, modified as follows: 1 I[RT ASTM D92 Flash point(COC) 94(200) 94(200) 94(200) 94(200) 94(200) 94(200) 94(200) 94(200) 121 (250) 'C(IF)-minimum ASTM D 2170 Kinematic Viscosity 400-600 60 IC(140*F)mm2ls(cS() 350-3000 300-4000 300-4000 300-4000 400-2500 280-400 300q-4OOO 300-4000 (CPS) ASTM D 95 Water 0 0.1 %-maximum 0.2 0.2 0.2 0.2 0.2 --- 0.2 0.2 ASTM D 402 Distillate %by Volume of Original Sample Temperature Distillate to 225'C(437'F) 0 0 0 0 0 0 0 0 0 Distillate to 260 IC(500 IF) 0-5 0-5 0-5 0-5 0-5 0-5 0-5 0-5 0-0 Distillate to 315 IC(600'F) 0-21 0-26 0-25 0-25 0-18 8-50 0-25 0-25 0-55 Residue from distillation to 360'C(680*F) 70-94 72-95 -- --- 73-95 70-95 72-95 72-95 80-90 %Volume by Difference Residue Tests: ASTM D 2171 Absolute 11.5-44.0 12.5-42.5 12.5-42.5 12.5-42.5 12.5-42.5 12.0-42.5 12.5-42.5 12.6-42.5 12.5A2.5 Viscosity 60'C(140 IF) (115-440) (125-425) (125 425) (125-425) (125-425) (120-425) (125-425) (125-425) (125-425) Pascal Seconds(Poises) ASTM D 5 Penetration 25-C(77 IF) --- 200 --- 200 200 300- 100 g,6s—minimum ASTM D 5 Penetration, modified with cone,25*C(77*F) 200 180 180 180 180 --- --- --- 150 g,5s—minimum ASTM D 113 Ductility 21-C(70 IF) 1cm/m1n. 100 100 --- 100 cm—minimum ASTM D 113 Ductility 4-C(39 IF) 1cm/min, 85 100 100 100 100 100 100 Cm—minimum ASTM D 2042 Solubility In Trichloroethylene 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.9 %-minimum 2 i (c) Stripping Tests The combined UPM and liquid asphalt shall meet the following stripping tests: (1) Stripping Tests: Dry Aggregate. Two-hundred grams of the air-dried aggregate passing the 12.5 mm ('/z-inch) sieve and retained on the 4.75 mm (No. 4) sieve shall be combined with 6.3 percent, by weight, UPM liquid asphalt and mixed in a hemispherical metal dish with a stiff spatula for three to five minutes or until a uniform coating is obtained. Twenty-five grams of this material shall be immediately place in an oven at 60°C ± 3 °C (140 OF ± 5°F), for eighteen to twenty-four hours, after which it shall be thoroughly mixed and allowed to cool to room temperature. The sample shall then be immersed in water at a temperature of 49 °C ± 3 °C (120 OF± 5°F), and maintained at this temperature for twenty-four hours. At the end of this period, the area of the aggregate remaining coated shall be determined visually while the sample is still immersed in water. Surface coating of at least 90 percent must be retained on the aggregate. A test similar to the above using MC-250 shall be made for comparison. (2) Stripping Test: Wet Aggregate. Two-hundred grams of the aggregate passing the 12.5 mm ('/z-inch) sieve and retained on the 4.75 mm (No. 4) sieve shall be immersed in water for twenty-four hours and the excess water drained off, leaving the aggregate surface wet. This aggregate shall be combined with 6.3 percent, by weight, UPM liquid asphalt and mixed in a hemispherical metal dish with a stiff liquid spatula for three to five minutes or until a uniform coating is obtained. Twenty-five grams of this material shall be immediately place in an oven at 60 °C ± 3 °C (140 OF ± 5 °F), for eighteen to twenty-four hours, after which it shall be thoroughly mixed and allowed to cool to room temperature. The sample shall then be immersed in water at a temperature of 49 °C±3 °C (120 OF ± 5 °F), and maintained at this temperature for twenty-four hours. At the end of this period, the area of the aggregate remaining coated shall be determined visually while the sample is still immersed in water. Surface coating of at least 90 percent must be retained on the aggregate. A test similar to the above using MC-250 shall be made for comparison. In estimating the percentage of area remaining coated, any thin or translucent area shall not be considered as being coated Proprietary mixes, Sylcrete EV, Sylcrete VA, Optimix, QPR-2000, EZ Street, SMP, Sakrete All I Weather, and Proline shall meet the following stripping tests. (1) Place 50 grams of cold mix into a beaker containing 400 ml of boiling distilled water. Bring back to boiling and boil for 3 minutes with constant stirring at 1 revolution per second. At the end of 3 minutes, remove the beaker from the heat source and immediately decant the water. Empty the wet mix onto a paper towel and examine. The retained coating shall not be less than 95 percent. (2) AASHTO T 182-06 Coating and Stripping of Bitumen-Aggregate Mixtures. 3. INSPECTION. The Engineer or his authorized representative shall have access at any time to all parts of the plant in order to verify weights or proportions and quality of materials used in the preparation of the mixture. The manufacturer shall afford such facilities as may be required for making inspection at the plant and for collecting and forwarding samples of the ingredient.materials and bituminous mixture to the Department. 3 i 4. PLANT AND EQUIPMENT. Storage facilities and all equipment used in the preparation of the mixture shall be approved by the Department. An approved drier shall be available for surface drying the aggregate when needed. The materials for individual batches shall be measured accurately, either by volume or weight, by approved methods and equipment. A batch type mixer of approved design and capacity shall be used,in mixing the ingredient materials. However, approval for the use of a continuous mixer will be given if it can be shown that satisfactory results will be obtained. 5. PREPARATION OF MIXTURE. The aggregate and Optimix, or QPR-2000, or Sylcrete, or UPM, or EZ Street, or SMP liquid asphalt shall be proportioned into the mixer and mixed for at least 30 seconds or until a uniformly coated mixture is obtained. The liquid asphalt shall be heated to a temperature of 93 °C ± 28 °C (200° F ± 50° F), at the time of mixing, and in accordance with the instructions of proprietary mix supplier. When necessary to heat the aggregates, the aggregates should not be heated to more than 68 °C (155 °F). 6. COMPOSITION OF MIXTURE. The ingredients shall be combined to produce a mixture meeting the approval of the Department and conforming to the following composition limits, by weight, as determined by tests of the prepared mixture: 4 Gradation of Extracted Aggregate % Pasting', 12.5 mm 112" 100 100 100 100 100 w 100 100 100 100 100 100 100 9.5 mm 3/8" 90-100 100 90-100 90-100 90-100 100 90 7100 95-100 100 90-100 90-100 100 4.75 mm No. 4 20-55 85-100 20-55 20-55 15-55 70-100 20-55 80-100 85-100 20-55 20-55 70-100 2.36 mm No. 8 5-30 10-40 5-30 5-30 5-30 0-10 10-40 5-30 5-30 20-40 1.18 mm No. 16 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 10-30 600 pm No. 30 0-7 0-7 0-10 0-25 300 pm (No. 50) 0-5 0-5 0-5 0-5 0-5 0-10 0-5 0-5 0-5 0-20 75 pm No. 200 0-2 0-2.5 0-2.5 0-2 0-4 0-4 0-3 1.5-3.5 0-4 0-4 0-2 0-5 Residual Bitumen v I 3-6.5 3-6.5 3-6.5 3-7.0 3.5-6.5 3.5-6.5 3-7 3-7 3.5-7.0 3.5-7.0 3-7.0 4.0-6.0 'Based on percent of total aggregate weight. 2/Based on percent of total mixture weight. 5 7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. The laws to be observed; permits and licenses; patented devices; materials, and processes; and responsibility for damage claims, shall be in accordance with the requirements of Section 107 of the above cited Standard Specifications. Effective June 1, 2010 This specification supersedes Serial Number M 120-07, effective February 1, 2007, J DP/M 120-10 6 1�jIR� Ia-a� AN INTERGOVERNMENTAL AGREEMENT BETWEEN KENDALL COUNTY AND CITY OF YORKVILLE CONCERNING THE STORAGE OF BULK ROCK SALT This Agreement is made and entered into this OCU Ly of m(JI-( ,20 , by and between THE COUNTY OF KENDALL,and CITY OF YORKVILLE, a municipal corporation. WHEREAS,THE COUNTY OF KENDALL and CITY OF YORKVILLE are public agencies as contemplated by the Intergovernmental Cooperation Act(5 ILCS 220/1 et seq.); and WHEREAS,THE COUNTY OF KENDALL has constructed a salt storage facility located at 6780 Route 47, Yorkville, IL (hereinafter"the Facility") designed to accommodate the storage of bulk rock salt for highway application; and WHEREAS,CITY OF YORKVILLE is desirous of utilizing the Facility for the purposes of storing rock salt; and WHEREAS,THE COUNTY OF KENDALL and CITY OF YORKVILLE are authorized to enter into this Agreement by Article VII,Section 10 of the Constitution of the State of Illinois and the Intergovernmental Cooperation Act(5 ILCS 220/1 et seq.). NOW,THEREFORE,in consideration of the mutual promises,terms and conditions set forth herein and in the spirit of intergovernmental cooperation,the parties agree as follows: 1. The above recitals are incorporated herein by reference and fully made a part of this Agreement. 2. CITY OF YORKVILLE shall be allowed to store up to 1000 tons of bulk rock salt at the Facility beginning April 1,2012 and thereafter. 3. CITY OF YORKVILLE shall pay to KENDALL COUNTY a non-refundable fee of $45,000 for the purpose of storing 1,000 tons of bulk rock salt;payable in 6 equal installments,with the first$7,500 due on or before October 31,2012 and the remaining(5)$7,500 installments due in successive years on or before October 315`of each year. 4. Nothing shall prevent the CITY OF YORKVILLE and KENDALL COUNTY from entering into future agreements to increase the tonnage of bulk rock salt stored at the Facility by CITY OF YORKVILLE. KENDALL COUNTY agrees that the price for future storage will remain at$45/ton for the life of this Agreement. 5. CITY OF YORKVILLE shall additionally pay an annual maintenance fee of$250 to THE COUNTY OF KENDALL,payable on or before January I'of each and every year this Agreement is in full force and effect 6. CITY OF YORKVILLE shall retain ownership of all bulk rock salt that they store at the Facility as long as this Agreement is in full force and effect. 7. THE COUNTY OF KENDALL shall provide an accurate accounting of all bulk rock salt stored at the Facility and shall provide each agency storing salt with an annual report detailing all deliveries and pickups made by each agency during each calendar year. Said repot shall be delivered to CITY OF YORKVILLE within 30 days after the end of each calendar year. 8. Only untreated bulk rock salt shall be stored at the Facility. The Kendall County Engineer shall determine the definition of"untreated"and reserves the right to refuse storage at the Facility of any rock salt deemed to be not fit or suitable for storage in the Facility at the sole discretion of the Kendall County Engineer. 9. Bulk rock salt may be picked up or delivered during regular business hours from 7:30 AM to 4:00 PM or at any other time approved by the Kendall County Highway Department. 10. This Agreement may be terminated at any time by mutual agreement of both parties. All fees paid by CITY OF YORKVILLE to THE COUNTY OF KENDALL under the terms of this Agreement shall be non-refundable. 11. Bulk rock salt that is owned and stored by CITY OF YORKVILLE at this facility shall be removed within 30 business days after termination of this Agreement. Salt that remains after this 30 day period shall be deemed abandoned and shall become the property of THE COUNTY OF KENDALL. 12. The party signing this Agreement on behalf of CITY OF YORKVMLE represents and warrants to THE COUNTY OF KENDALL that they have the authority to enter into and execute this agreement by and on behalf of CITY OF YORKVILLE. 13. CITY OF YORKVILLE agrees it will defend,indemnify and hold harmless THE COUNTY OF KENDALL, it's Departments,officers and employees against any and all liability, loss, costs, damages and expenses (including attorney's fees)which the COUNTY OF KENDALL, it's Departments,officers,or employees may hereafter sustain,incur, or be required to pay arising out of CITY OF YORKVILLE, its employees or agents actions arising under this Agreement. 14. This Agreement may not be assigned or transferred to any other party without the express written consent of THE COUNTY OF KENDALL. 15. This Agreement represents the entire agreement between the parties and there are no other promises or conditions in any other agreement whether oral or written. This Agreement supersedes any prior written or oral agreements between the parties and may not be amended or modified except with the written consent of both parties. 16. Pursuant to 55 ILCS 5/5-1049.2 this Agreement shall run for a period of 99 years from the date of last signature below. 3S Golinski D e or of Yorkville 3 ao1 ja John P.Purce Date Kendall County Board Chair I,Debbie Gillette,County Clerk in and for Kendall County,in the State of Illinois, and keeper of the records and files thereof, as provided by statute, do hereby certify the foregoing to be a true, perfect and complete copy of an intergovernmental Agreement approved�by,the Kendall County Boarcl, at its regularly scheduled meeting in Yorkville,Illinois,on the ��(}�"1 day of ,A.D. 2012. Debbie Gillette—County Clerk ROAD W20-1(0)-48 WORK AHEAD Or • ONE LANE ROAD ROAD ONSTRUCTIO W20-7(0)-48 AHEAD AHEAD W20-4(0)-48 0 W20-I103(0)-48 0 a I0�in. m) Type I or Type II Barricades '— One way one lane operation -- min. 0 0 0 0 Type I or Type II barricades C� O 0 0 7//7/ , �4 0 100' (30 m) ED J Type III barricades 2O max. O 2 E 00 R11-2 CLOSED ONE LANE `o AHEAD ROAD W20-1(0)-48 AHEAD • W20-3(0)-48 woRK AHEAD For W20-4(0)-48 maintenance Or and utility projects W20-7(0)-48 ROAD ROAD ONSTRUCTIO W20-I103(0)-48 ONSTRUCTIO AHEAD For AHEAD contract W20-I103(O1-48 Or ROAD construction WORK W20-1(0)-48 projects AHEAD SIGN SPACING Posted Speed Sign Spacing SYMBOLS 55 500' (150 m) 50-45 350' (100 m) ® Work area 0 Refer to SIGN SPACING TABLE <45 200' (60 m) for distances. O Cone, drum or barricade (not required for moving operations) 02 For approved siderood closures. GENERAL NOTES Sign on portable or permanent support Q Cones at 25' (8 m) centers for 250' This Standard is used where at any time, day or (75 m). Additional cones may be placed night, any vehicle, equipment, workers or their at 50' (15 m) centers. When drums or activities Flogger with traffic control sign Type I or Type II barricades are encroach on the pavement requiring the closure used. the interval between devices of one traffic lane in on urban area. Barricade or drum with flashing light may be doubled. All dimensions are in inches (millimeters) 4O Cones, drums or barricades at unless otherwise shown. Type III barricade with flashing lights 20' (6 m) centers. DATE REVISIONS URBAN LANE CLOSURE ® Illinois Department of Transportation 1-1-11 Revised flogger sign. 'nI APPROVED January 1. 2011 N 2L, 2W, UNDIVIDED ENGINEER OF SAFETY ENGINEERING ° 1-1-09 Switched units t0 APPROVED Jantlary 1, 2011 :. English (metric). STANDARD 101501-06 Corrected sign NO.'S. ENGINEER OF DESIGN AND ENVIRONMENT f (200-300) 3 (751 q 18 (450) 4 (100) min. (100) 0 4 4 0 c (100) o v (1001 v E O l0 (100) E co p N C Nom. Q p 4 v M m (1001 Q o 4-6 (100-150) ° N Qp "'°m 4-6 (100-150) Ln 40range Orange CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM POST MOUNTED 12 (300) 0 0 0 6 ° ° oa (150) ° , °° �o --0 m �' �° 6 L�—jr (150) E �p M O ° ° Lq C Oi m c 24 (600) a°, E E min. E "'o, M M l 24 (600) 24 min. min. (600) TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE BARRICADE a p M ^ O j N a0 ... Warning lights (if required) -� GENERAL NOTES m c 4' (1.2 m) -- All heights shown shall be measured above the E min. L X pavement surface. M a N E All dimensions are in inches (millimeters) unless otherwise shown. v DATE REVISIONS TRAFFIC CONTROL ® Illinois Department of Transportation 1-1-15 Revised two sign numbers on APPROVED January 1. 2015 DETECTABLE PEDESTRIAN sheet 2. Added note reg. DEVICES m CHANNELIZING BARRICADE PHOTO ENFORCED plaque. (Sheet 1 of 3) ENGINE OF 0 ERATIONS ° 1-1-14 Modified flogger sign height. APPROVED JQnu ry 1 2015 Added highway construction STANDARD 701901-04 ENGINEER speed OF DE GN AND ENVIRONMENT zone signs. Type 8 monodirectional 18x18 (450x450) ROAD flashing Tight Orange flags CONSTRUCTION END 6' - 12' •• 6_ _ ___ NEXT X MILES CONSTRUCTION (1.8 m - 3.6 m) G20-I104(0)-6036 G20-I105(0)-6024 �aEi This signing is required for all projects °a Metal or — 2 miles (3200 m) or more in length. 4- wood post 24 - 10' a ROAD CONSTRUCTION NEXT X MILES sign shall ol 5' (1.5 m) min. rural Edge of (600 - 3 m) 00 SIGN be placed 500' (150 m) in advance of pro- 7' (2.1 m) min. urban pavement c ject limits. w or face N (IF SPECIFIED) 6' (1.8 m) urban of curb E END CONSTRUCTION sign shall be erected at Q C� the end of the job unless another job is E within 2 miles (3200 m). I m Dual sign displays shall be utilized on multi- Elevation of edge Elevation of edge lone highways. J II of pavement of pavement 5' (1.5m) min. WORK LIMIT SIGNING embedment SIGNS ON TEMPORARY SUPPORTS ••• When work operations exceed POST MOUNTED SIGNS four days, this dimension shall HIGH LEVEL WARNING DEVICE be 5' (1.5 m) min. If located WORK W21-IIIS(0)-3618 •• When curb or paved shoulder are present behind other devices, the height this dimension shall be 24 (600) to the shall be sufficient to be seen ZONE face of curb or 6' (1.8 m) to the outside edge of the completely above the devices. paved shoulder. SPEED 24 LIMIT R2-1-3648 (600) XX 5 7 (125) (175) PHOTO RIO-I108p-3618 •••• 0 ENFORCED c ti u� 8 (200) Federal series C I MINIMUM R2-I106p-3618 7 (180) Federal series 6 I � v 00 "'CIj Sign assembly as shown on Standards v o or as allowed by District Operations. N C Ln oi 1+1 ) I— END 16 (513) WORK ZONE 201/ ,I I G20-I103(0)-6036 (400) SPEED LIMIT This sign shall be used when the above sign assembly is used. (15) 0 HIGHWAY CONSTRUCTION SPEED ZONE SIGNS � N ' .... R10-I108p shall only be used along roadways JE under the juristiction of the State. FRONT SIDE REVERSE SIDE TRAFFIC . CONTROL ® Illinois Department of Transportation APPROVED January 1. 2015 DEVICES ENGINE OF OPERATIONS FLAGGER TRAFFIC CONTROL SIGN - - (Sheet 2 of 3) APPROVED J anuary I zols 7 STANDARD 701901-04 ENGINEER OF DE GN AND ENVIRONMENT 24 (600) ± rA - - - - - - - - - - - - - - - - - - - - - - - - - - 8' (2.4 m) min. — O O O O C 5' (1.5 m) +i - - - - - - - - - - - - - - - - - - - - - - - - -i 0 4' (1.2 m) min. 000 min. r E - O O Ln N Weep holes a C) V V E — — — — — — — — — — — — — - - - -//— — — — — — 25' 25' 25' E o E c O ,( (8 m) (8 m) (8 m1 L Construction v 200 200 200 advance (60 m) ± (60 m) ± (60 ml ± warning signs E E E I A a, t OR C! C= E N E N E o F -1 PLAN 25' 5, (8 m) 13/4 (4 5) ± (1.5 m) TYPE A TYPE B TYPE C Face may be — stepped or smooth ROOF ROOF OR TRAILER TRAILER Traffic 0 MOUNTED MOUNTED MOUNTED - C= 0 Q Epoxy channels J �p 31/2 (90) ARROW BOARDS SECTION A—A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS z 12 (300) l a min. E E Type A 6 (150) 6 (150) 6 (150) E �{ max. flasher Max. I Rll-2 I Max. o a1 rn ROAD v CLOSED Edge of shoulder 12 (300) Pavement min. ROAD CLOSED TO ALL TRAFFIC Type A RI1-4 flasher Reflectorized striping may be omitted ROAD CLOSED ROAD CLOSED on the back side of the barricades. TO TO If a Type III barricade with an attached THRU TRAFFIC THRU TRAFFIC sign panel which meets NCHRP 350 is not available, the sign may be mounted on on ::I::,'.::•:: ::.:::::.::;:; NCHRP 350 temporary sign support directly in front of the barricade. Pavement ROAD CLOSED TO THRU TRAFFIC Reflectorized striping shall appear on TRAFFIC CONTROL ® Illinois Department of Transportation TYPICAL APPLICATIONS OF both sides of the barricades. If a Type III barricade with an attached APPROVED January 1. 2015 N TYPE III BARRICADES CLOSING A ROAD sign panel which meets NCHRP 350 is DEVICE N o not available, the signs may be mounted (Sheet 3 of 3) ENGINE OF OPERATIONS on NCHRP 350 temporary sign supports APPROVED January 1 2015 _ directly In front of the barricade. STANDARD 701901-04 .a ENGINEER OF DESJGN AND ENVIRONMENT Illinois Department of Transportation Division of Highways 1 Region 2/District 3 700 East Norris Drive J Ottawa, Illinois/61350-0697 Telephone 815/434-6131 May 15, 2015 Ms. Beth Warren, City Clerk City of Yorkville 800 Game Farm Rd. Yorkville, IL 60560 City - MFT City of Yorkville Section No. 15-00000-00-GM Dear Ms. Warren: The supplemental resolution adopted by the Mayor and City Council of Yorkville on March 24, 2015 appropriating $300,400.00 of Motor Fuel Tax funds for the maintenance of streets and highways in the city from May 1, 2015 to April 30, 2016 was approved on May 13, 2015. With the additional funds appropriated above, a total of$600,400.00 of Motor Fuel Tax funds has been appropriated for this improvement. The supplemental Municipal Estimate of Maintenance Costs for$300,400.00 and the Maintenance Engineering statement were approved on May 13, 2015. This maintenance program is approved with the understanding that any claims for labor and equipment for day labor and routine maintenance will be on file and available for compliance review by Local Roads and Streets and for audit by the Office of Quality and Compliance Review. Authorization to expend $300,400.00 of Motor Fuel Tax funds for maintenance for this section has been approved and should appear on the city's next Motor Fuel Tax transaction detail. Authorization to expend additional Motor Fuel Tax funds will be given upon approval of a contract and/or Acceptance of Proposal to Furnish Materials and Approval of Award (BLR 12330)for this section. Bids are required for purchases of materials if the expenditures exceed $20,000 during any maintenance period either(1)for the same type of materials, or(2)from any one vendor if the purchase includes the placement or incorporation of the material. Please be advised that ALL projects involving pavement alterations and/or replacement/repair of sidewalks shall have curb ramps that comply with the current Americans with Disabilities Act(ADA) Guidelines. Ms. Beth Warren Page Two May 14, 2015 For Group IV items, the Contractor's Certificate of Eligibility must be submitted with the fully executed contract when prequalification was a bidding requirement. If you have any questions or require additional information, please contact Dan Meagher at(815) 433-7088. Sincerely, Paul A. Loete, P.E. Deputy Director of Highways, Region Two Engineer ,�)-�A E'e'—) By: Donald R. Ernat, P.E. Local Roads and Streets Engineer cc: Compliance Review