===== PDF PAGE 1 ===== [Extraction: embedded PDF text] ~tlif~ @t WfS'T CHICAGO WHERE HISTORY & PROGRESS MEET INFRASTRUCTURE COMMITTEE Thursday, March 7, 2019 7:00 P.M. - Committee Room A AGENDA 1. Call to Order, Roll Call, and Establishment of a Quorum 2. Approval of Minutes A. Infrastructure Committee of February 7, 2019 3. Public Participation I Presentations 4 .. Items for Consent A. After-The-Fact Purchase Approval of 400 Tons of Rock Salt from The Detroit Salt Company, LLC, Detroit, Michigan, for February/March 2019 B. Purchase Two 2019 Ford F-250 4wd Pickup Truck with Knapheide Aluminum Utility Service Body and Tommy Gate Lift Gate from Currie Motors of Frankfort, Illinois C. Purchase One 2019 T770 T4 Bobcat® Compact Track Loader and Attachments from Atlas Bobcat, Elk Grove Village, Illinois D. Purchase One 2019 Vermeer® SC362 Stump Cutter from Vermeer® Midwest of Aurora, Illinois 5. Items for Discussion A. John M. Yancey DDS Family Dentistry, 1033 S. Oak Street, Carriage Walk Removal & Restoration 6. Unfinished Business 7. New Business 8. Reports from Staff A. Elm Road Rehabilitation Project B. Washington Street Road Closure Plan 9. Adjournment 475 Main Street T (630) 293-2200 Ruben Pineda West Chicago, lllinois F (630) 293-3028 MAVOR 60185 www.westchicago.org Nancy M. Smith Michael L. Guttman CITV CLERK CITV ADMINISTRATOR ===== PDF PAGE 2 ===== [Extraction: embedded PDF text] ~Ilif'o/ @If Wt§'T CHICAGO WHERE HISTORY & PROGRESS MEET Draft MINUTES INFRASTRUCTURE COMMITTEE February 7, 2019 7:00 P.M. ·· 1. Call to Order, Roll Call, and Establishment of a Quorum. Chairman Beifuss called the meeting to order at 7:00 P.M. Roll call found Aldermen James Beifuss, Sandra Dimas, Matt Garling, Alton Hallett, Noreen Ligino-Kubinski, and Jeanne Short present. Alderman Heather Brown was absent. Staff present included Director of Public Works Robert Flatter and Administrative Assistant Ashley Heidorn. 2. Approval of Minutes A. Infrastructure Committee Minutes of January 3, 2019. Alderman Garling made a motion, seconded by Alderman Hallett to approve the Meeting Minutes of January 3, 2019. Voting Yea: Aldermen Beifuss, Dimas, Garling, Hallett, and Ligino-Kubinski. Voting Nay: 0. Abstaining: Alderman Short. 3. Public Participation I Presentations. None. 4. Items for Consent. Alderman Garling requested discussion on Consent Items C, D, and E. Alderman Dimas made a motion, seconded by Alderman Ligino-Kubinski to approve: A. Ordinance No. 19-0-0005 - Authorizing the Disposal of Surplus Equipment, Stock Inventory, and/or Personal Property Owned By the City Of West Chicago B. Resolution No. 19-R-0007 - Providing for the City's Repair of State Highways in West Chicago which are Opened by the City of West Chicago During Years 2019 thru 2023 F. 2019 Forestry Maintenance Program- Rejection of Bids G. Knickerbocker Roofing & Paving Company, Inc. - Change Order No. 1 and Final for Services Related to the 2018 Wastewater Treatment Plant Roof Replacement Project H. Purchase of One 2019 Ford Escape SE 4WD- Currie Motors, Frankfort, Illinois 4 7 5 Main Street T (630) 293-2200 Ruben Pineda Infrastructure Committee Meeting West Chicago, lllinois F (630) 293-3028 MAYOR February 7, 2019 60185 www.westchicago.org Nancy M. Smith Michael L. Guttman Page I of3 CITY CLERK CITY ADMINISTRATOR ===== PDF PAGE 3 ===== [Extraction: embedded PDF text] Roll call found the vote unanimous for approval. Voting Yea: Aldermen Beifuss, Dimas, Garling, Hallett, Ligino-Kubinski, and Short. Voting Nay: 0. 5. Items for Discussion. 4.C. Resolution No. 19-R-0010 - IDOT Local Agency Agreement for Federal Participation for Construction Cost for the Washington Street Reconstruction Project and; 4.D. Resolution No. 19-R-0011 - IDOT Resolution for Improvement Under the Illinois Highway Code for Use of Motor Fuel Tax Funds as City's Local Share of Construction Costs for the Washington Street Reconstruction Project and; 4.E. Resolution No. 19-R-0012 - A Resolution for Maintenance of Streets and Highways by the City of West Chicago Relating to FY2019 MFT Estimate of Maintenance Costs. Alderman Garling was looking for clarification on the dollar amounts referenced in the Agenda Item Summaries. In Items 4.C. and 4.D. it notes $727,000.00 of Motor Fuel Tax funds and Item 4.E. mentions $902,000.00 of Motor Fuel Tax funds, so Alderman Garling wanted to make sure that would not be confusing information to submit to IDOT. Mr. Flatter explained that the Agenda Item Summaries are not submitted to IDOT, and that the City will be reporting to IDOT that $902,000.00 of Motor Fuel Tax funds are planned to be spent in FY 2019, of which $727,000.00 will be spent on street improvements. Mr. Flatter further explained that because the City intends to use a portion of the $727,000.00 to help fund the City's share of $407,525.00 of the Surface Transportation Program (STP) grant for the Washington Street Reconstruction Project, a second form must be submitted to IDOT which indicates the appropriate amounts. Alderman Garling made a motion, seconded by Alderman Dimas to approve Resolution No. 19-R-0010, Resolution No. 19-R-0011, and Resolution No. 19-R-0012. Roll call found the vote unanimous for approval. Voting Yea: Aldermen Beifuss, Dimas, Garling, Hallett, Ligino-Kubinski, and Short. Voting Nay: 0. 6. Unfinished Business. None. 7. New Business. None. 8. Reports from Staff. A. Update on ComEd LED Light Replacement Program. Mr. Flatter noted that of the approximately 450 ComEd street lights, roughly 32 remain to be replaced. Public Works staff are working with ComEd to create a list indicating which lights still require replacement. B. Update on ComEd Cost Estimate Associated with the Installation of a ComEd LED Street Light Near 317 Vine Street. Mr. Flatter received confirmation from ComEd that ifit is a street light being installed on an existing pole, they will install it at no charge. If the light requires a new pole or separate electrical run to be installed, they will charge the City for such. At this location near 317 Vine Street a new light could be installed at no charge to the City for Infrastructure Committee Meeting February 7, 2019 Page 2 of3 ===== PDF PAGE 4 ===== [Extraction: embedded PDF text] the installation, but it would cost roughly $25.00 per month for the electricity, taxes, etc. There was a consensus by the Committee to move forward with a street light installation at this location. 9. Adjournment. At 7:10 P.M., Alderman Dimas made a motion to adjourn, seconded by Alderman Hallett. Motion was unanimously approved by voice vote. Respectfully submitted, Ashley Heidorn Administrative Assistant of Public Works Infrastructure Committee Meeting February 7, 2019 Page 3 of3 ===== PDF PAGE 5 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: < ·A-:... AGENDA ITEM NUMBER: 1=/ After-The-Fact Purchase Approval of 400 Tons of Rock Salt from The Detroit Salt Company, LLC, Detroit, Michigan, for COMMITTEE AGENDA DATE: March 7, 2019 COUNCIL AGENDA DATE: March 18, 2019February/March 2019 /'/.~:-~ STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works SIGNATURE~/"~=""'------------ / APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman ITEM SUMMARY: On June 18, 2018, the City Council authorized the purchase of up to 2,600 tons of rock salt, at the price of $67.15 per ton delivered, from Detroit Salt Company, LLC, of Detroit, Michigan, under the DuPage County Rock Salt Joint Purchasing Program for the 2018-2019 winter season. Unfortunately, Compass Minerals did not offer the City an ability to reasonably purchase its customary 1,500 tons of Thawrox for the 2018-2019 winter season. The 2018-2019 winter season has been long, extremely cold, and challenging with the lack of Thawrox, with the early significant snowfall in mid-November 2018, with the polar vortex, and the several long duration rain and ice events in February 2019. City staff started the winter season with approximately 1,200 tons of rock salt and approximately 700 tons of Thawrox in its storage sheds (left over from the 2017-2018 winter season). As of February 19, 2019, the City had used approximately 3,240 tons of rock salt and 640 tons of Thawrox. During any snow or ice event, City crews may use between 80 and 400 tons of salt; usage dependent on duration, intensity, temperature, and icing conditions. On average, City crews use approximately 130 tons of salt per event. On February 19, 2019, with no sign of spring on the horizon and after managing repeated rain and ice events, the City only had approximately 60 tons of rock salt and approximately 60 tons of Thawrox available; with the final 500 tons of the 2,600 tons of rock salt on order/pending delivery from Detroit Salt. With the long-range weather forecast indicating continued cold temperatures and the possibility of snow or ice events until mid-March 2019, staff sought options for purchasing additional snow and ice melting materials. The Detroit Salt Company was contacted and it offered to sell an additional 400 tons of rock salt at the price of $75.23 per ton delivered. As a result, on February 19, 2019, a Purchase Order was entered and an order for an additional 400 tons of rock salt was placed under the City Administrator's emergency purchasing authority. To date the City has approximately 450 tons of rock salt available, with approximately 450 tons pending delivery. At this time, City staff asks City Council to approve the after-the-fact purchase of 400 tons of rock salt, from The Detroit Salt Company, LLC, of Detroit, Michigan, at the price of $75.23 per ton delivered. ACTIONS PROPOSED: That the West Chicago City Council approve the after-the-fact purchase of 400 tons of rock salt, at the price of $75.23 per ton delivered, from The Detroit Salt Company, LLC, of Detroit, Michigan. ===== PDF PAGE 6 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: I l-f 'B . Purchase Two 2019 Ford F-250 4wd Pickup Truck with COMMITTEE AGENDA DATE: March 7, 2019Knapheide Aluminum Utility Service Body and Tommy COUNCIL AGENDA DATE: March 18, 2019 Gate Lift Gate from Currie Motors of Frankfort, Illinois STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE _________ _ ITEM SUMMARY: For FY 2019, the Public Works Department has planned and budgeted for the replacement of one 2008 Ford F-250 4wd pickup truck with utility service body and lift gate, and one 2003 Chevrolet 2500 pickup truck. Both trucks are scheduled to be replaced with 2019 Ford F-250 Super Duty, Super Cab, 4wd Pickup Trucks each equipped with a Knapheide aluminum utility service body and Tommy Gate lift gate. One truck will be used by the Public Works Department's Utility Division and the other truck will be used by the Public Works Facilities Management Division for various tasks. To allow local vendors an opportunity to quote on the 2019 Ford F-250 Super Duty, Super Cab, 4wd Pickup Truck equipped with a Knapheide aluminum utility service body and appurtenances, the City of West Chicago recently solicited price quotes from nine local Ford dealerships, three Ford dealerships from southern Illinois that previously held or currently holds the State of Illinois contracts (i.e., dealership from Taylorville, Greenfield, and Springfield, Illinois), and one Ford dealership from Frankfort, Illinois that holds the Suburban Purchasing Cooperative (SPC) Program contract. From our request, only three dealerships responded: • Currie Motors Fleet, Frankfort, Illinois (SPC Program) - $47,822.00 each • Roesch Ford, Bensenville, Illinois - $48,559.00 each • Hawk Ford of St. Charles, St. Charles, Illinois - $50,025.00 each Based on comparable pricing received, staff recommends the purchase of two 2019 Ford F-250 Super Duty, Super Cab, 4wd Pickup Trucks equipped with a Knapheide aluminum utility service body and Tommy Gate lift gate for the Public Works Department from Currie Motors of Frankfort, Illinois, for an amount not to exceed $95,644.00 ($47,822.00 each). These vehicles will be purchased from the Capital Equipment Replacement Fund (04-34-39-4804) in which $90,800.00 has been budgeted in FY 2019 to cover these expenditures. The additional $4,844.00 will be paid from the $50,000.00 budgeted to cover the purchase of miscellaneous vehicle equipment such as snow plows, salt spreaders, lift gates, warning lights, etc. ===== PDF PAGE 7 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO ACTIONS PROPOSED: That the West Chicago City Council waive competitive bidding and authorize the purchase of two 2019 Ford F-250 Super Duty, Super Cab, 4wd Pickup Trucks equipped with a Knapheide aluminum utility service body and Tommy Gate lift gate from Currie Motors of Frankfort, Illinois, for a cost not to exceed $95,644.00. COMMITTEE RECOMMENDATION: ===== PDF PAGE 8 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: _L-\___-.._c_-)_._ _ _ Purchase One 2019 T770 T4 Bobcat® Compact Track Loader and Attachments from Atlas Bobcat, Elk Grove COMMITTEE AGENDA DATE: March 7, 2019 Village, Illinois COUNCIL AGENDA DATE: March 18, 2019 ~/ _/ STAFF REVIEW: Robert E. Flatter, P.E., Director of Public Works SIGNATUR~-~~~/~~_:=.::.=-:=:..-­ /""- , APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE _________ _ ITEM SUMMARY: Within the Capital Equipment Replacement Fund (043439-4804), for FY 2019, the Public Works Department has planned and budgeted $100,500.00 for the replacement of a 2007 Bobcat® A300 Skid-Steer and various attachments. Attachments include a 7 4" Heavy Duty Bucket, 40" Pavement Planer, 72" Sweeper with Gutter Broom, HB980 Breaker Bar, and Pallet Forks. Staff desires to purchase a 2019 T770 T4 Bobcat® Compact Track Loader with a 80" Heavy Duty Bucket, 40" Pavement Planer, 72" Sweeper, HB1180 Hydraulic Breaker Bar, 96" Snow Blade and appurtenances, for $101,494. 00. With the purchase of the 2019 T770 T4 Bobcat® Compact Track Loader, the City will dispose of (trade-in) its 1994 Bobcat® 853H Skid-Steer, bucket, Alitec Breaker Bar, Alitec 16" Pavement Planer, and Auger attachments. The 1994 skid-steer was retained as a second/backup machine when the 2007 A300 Skid-Steer was purchased. Atlas Bobcat® has offered $8,900.00 as trade-in value for the 1994 853H skid-steer and attachments. Therefore, with trade-in value, the total purchase price of a 2019 T770 T4 Bobcat® Compact Track Loader with a 80" Heavy Duty Bucket, 40" Pavement Planer, 72" Sweeper, HB1180 Hydraulic Breaker Bar, 96" Snow Blade and appurtenances, will not to exceed the amount of $92,594.00. Bobcat® Skid-Steer and compact track Loaders are not available through State purchasing. For 2019, Atlas Bobcat holds a joint purchasing contract under the Sourcewell Cooperative Purchasing Program (formerly the National Joint Powers Alliance (NJPA) Program). The City of West Chicago is a member of Sourcewell/NJPA. Sourcewell is a municipal national contracting agency that provides nationally leveraged and competitively solicited purchasing contracts under the guidance of the Uniform Municipal Contracting law for use by education, government, and non-profits. Atlas Bobcat, Inc., located at 31W019 North Avenue, West Chicago, Illinois, is the local authorized Bobcat® dealer for the Chicagoland and northwestern Indiana area. Being a local dealer, staff has experienced excellent service for repairs, parts, and training . The existing 2007 Bobcat® A300 Skid-Steer will be retained as second/back up piece of equipment and will be removed from the replacement schedule. ACTIONS PROPOSED: That the West Chicago City Council authorize the purchase of one 2019 T770 T4 Bobcat® Compact Track Loader with a 80" Heavy Duty Bucket, 40" Pavement Planer, 72" Sweeper, HB1180 Hydraulic Breaker Bar, and a 96" Snow Blade, and appurtenances from Atlas Bobcat of Elk Grove Village, Illinois, for a cost not to exceed $92,594.00 with trade-in approval of the City's 1994 Bobcat® 853H Skid-Steer, bucket, Alitec Breaker Bar, Alitec 16" Pavement Planer, and AuQer attachments. ===== PDF PAGE 9 ===== [Extraction: OCR (rendered-page OCR)] CITY OF WEST CHICAGO COMMITTEERECOMMENDATION: ===== PDF PAGE 10 ===== [Extraction: embedded PDF text] CITY OF WEST CHICAGO INFRASTRUCTURE COMMITTEE AGENDA ITEM SUMMARY ITEM TITLE: AGENDA ITEM NUMBER: 0 .Dr Purchase One 2019 Vermeer® SC362 Stump Cutter from Vermeer® Midwest of Aurora, Illinois COMMITTEE AGENDA DATE: March 7, 2019 COUNCIL AGENDA DATE: March 18, 2019 STAFF REVIEW: Robert E. Flatter, P.E. , Director of Public Works SIGNATUR~ APPROVED BY CITY ADMINISTRATOR: Michael L. Guttman SIGNATURE _________ _ ITEM SUMMARY: Within the Capital Equipment Replacement Fund (043439-4804), for FY 2019, the Public Works Department has planned and budgeted $25,000.00 for the replacement of a 2001 Bobcat® SC60 Stump Grinder specifically equipped to be utilized with the City's 2007 Bobcat® A300 Skid-Steer (it is an attachment for the Bobcat® Skid- Steer). Staff desires to purchase a 2019 Vermeer® SC362 Stump Cutter from Vermeer® Midwest of Aurora, Illinois, for $21,699.00. The Vermeer® SC362 is a stand-alone, independently operated, machine (see attached). For 2019, Vermeer® Midwest holds a joint purchasing contract under the Sourcewell Cooperative Purchasing Program (formerly the National Joint Powers Alliance (NJPA) Program). The City of West Chicago is a member of Sourcewell/NJPA. Sourcewell is a municipal national contracting agency that provides nationally leveraged and competitively solicited purchasing contracts under the guidance of the Uniform Municipal Contracting law for use by education, government, and non-profits. Vermeer® Midwest, located at 2801 Beverly Drive, Aurora, Illinois, is the City's local authorized Vermeer® dealer. Being a local dealer, staff has experienced excellent service for repairs, parts, and training. The existing 2001 Bobcat® SC60 Stump Grinder will be retained as backup piece of equipment but removed from the City's replacement schedule. ACTIONS PROPOSED: That the West Chicago City Council authorize the purchase of one 2019 Vermeer® SC362 Stump Cutter from Vermeer® Midwest of Aurora, Illinois, for a cost not to exceed $21,699.00. COMMITTEE RECOMMENDATION: ===== PDF PAGE 11 ===== [Extraction: embedded PDF text] OPERATOR PRESENCE SYSTEM. Control YELLOW JACKErM CUTTER SYSTEM. The AUTOSWEEPl!!J CONTROL SYSTEM. Optional. handles for boom swing, boom raise/lower and Vermeer-exclusive Yellow Jacket cutter system The AutoSweep system monitors engine speed and machine propel are equipped with an operator is designed to provide faster, easier serviceability, automatically adjusts cutter wheel sweep rate, and presence feature. This user-friendly operator as well as extended pocket and tooth life. is designed to reduce engine, drivetrain and presence system is intended to enhance structural stress. operator safety. 2-SPEED GROUND DRIVE. The operator may POWERFUL STUMP REMOVAL. A 35 hp CONVENIENT BELT SERVICING. Belts on the choose to operate in a high-range ground speed (26 kW) Vanguard engine offers low vibration, low SC362 are serviceable from one side of the machine setting of 67 - 133 fpm (20.4 - 40.5 m/min) to quickly emissions, smooth easy starting, extended starter life with cutter drive belts being adjustable with movable move the machine or choose a slower speed when and an instant return to maximum power. Also offers idlers. Additionally, each belt set may be adjusted near the stump by utilizing a low-range setting of a limited 3-year warranty from Vanguard. independently, without affecting adjustment of O- 66 fpm (0 - 20.1 m/min). other belts. Vermeer· Jl .t:. C ~ - VERMEER.COM y EQUIPPED TO DO MORE: ===== PDF PAGE 12 ===== [Extraction: OCR (rendered-page OCR)] $C362 STUMP CUTTER GENERAL CUTTER WHEEL Length: 110" (279.4 cm) Cutter wheel diameter (without teeth): 17" (43.2 cm) Width (with duals): 49.8" (126.5 cm) . Cutter wheel thickness: .5" (12.7 mm) Width (without duals): 35" (88.9 cm) Tooth style: Yellow Jacket Cutter System Height: 53" (134.6 cm) Number of teeth: 16 Weight: 1320 Ib (598.7 kg) Chip containment: 7.7 cu ft (.2 m’) Type: Rubber tire self-propelled Flow control system: AutoSweep® or 2-speed ground drive Ground speed: 66 fpm (20.1 m/min) to 133 fpm (40.5 m/min) CAPACITIES/ELECTRICAL ENGINE Fuel tank: 6 gal (22.7 L) Make/Model: Briggs & Stratton Vanguard Hydraulic tank: 4 gal (15.1 L) Gross horsepower: 35 hp (26 kW) Pump flow at max rpm: 3.7 gpm (14 L/min) Max torque: 53 ft-lb (71.9 Nm) Electrical system: 12 V Number of cylinders: 2 Fuel type: Gasoline OPTIONS Cooling medium: Air AutoSweep control system Two hydraulically controlled steering wheels with pivoting axle CUTTING DIMENSIONS Extended warranty Cutter wheel straight line dimension: 47" (119.4 cm) Special paint Cutter wheel cut above ground: 24" (61 cm) Planned maintenance Cutter wheel cut below ground: 15" (38.1 cm) Vermeer Confidence Plus® asset protection program NOTES: Vermeer Corporation reserves the right o make changes in engineering, design and specifications, add improvements; or discontinue manufacturing at any time without notice or obligation, Equipment shown {s for illustrative purposes only and may display optional accessories or components, Please contact your local Vermeer dealer for more information on machine specifications. Vermeer, the Vermecr logo, Equipped to Do More, Vermeer Confidence Plus, Yellow Jacket and AutoSweep are trademarks ol Vermeer Manufacturing Company in the U.S, and/or other countries, Briggs & Stratton and Vanguard are registered trademarks of Briggs & Stratton Corporation. © 2016 Vermeer Corporation. All Rights Reserved. Printed in the U.S.A. Please recycle. DO MORE cs 06,16/1,5k PN 180007895. ===== PDF PAGE 13 ===== [Extraction: embedded PDF text] John M. Yancey DDS Family Dentistry 1033 S. Oak Street - Northeast Corner of Dale Ave. and S. Oak St. Private carriage walk to be removed and area restored with top soil and sod as part of the 2019 Roadway Rehabilitation Project. 1 ===== PDF PAGE 14 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry | 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. as wl | Private carriage walk used only ae & Dr. Yancey’s family dental practice. ===== PDF PAGE 15 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. ———- i Lf Depressed curb for driveway not required. j —— er oO pee ===== PDF PAGE 16 ===== [Extraction: embedded PDF text] John M. Yancey DDS Family Dentistry 1033 S. Oak Street - Northeast Corner of Dale Ave. and S. Oak St. Majority of private carriage walk is uneven & unsafe and needs to be removed due to: 1. Top of walk having settled 1- to 2-inches below the elevation of back of curb (lateral trip hazards) 2. Uneven sidewalk squares (longitudinal trip hazards) 3. Replacement of walk due to depressed curb (see next sheet) 4 ===== PDF PAGE 17 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. Depressed curb to be replaced with full-head curb ===== PDF PAGE 18 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. Oe — —_ tees: —= =—= = = ADA ramp will be removed and replaced with side curbs to meet current ADA standards Keep at least one square of carriage walk tied in with existing stairs. ey 753 ft eye alt 762 ft ===== PDF PAGE 19 ===== [Extraction: OCR (rendered-page OCR)] John M. Yancey DDS Family Dentistry 1033 S. Oak Street — Northeast Corner of Dale Ave. and S. Oak St. Sidewalk Removal and Topsoil / Sod Restoration: Sidewalk Removal and Replace: Removal: $1.50/SF, Cost: $369.00 Removal: $1.50/SF, Cost: $369.00 Topsoil and Sod: $1.80/SF, Cost: $442.80 Install with new subbase: $8.50/SF, Cost: $2,091.00 Total: $811.80 (approximate) Total: $2,460.00 (approximate) b. he a ae a SS FIILDILALALAL LEAL AAAS LADS EIA DDD AAD DADDAR £ Ge we 123’ X 2.0’ (246 SF) (ie _ i C4 ok i iy 4 ===== PDF PAGE 20 ===== [Extraction: embedded PDF text] Ol • l0-202·020 Ol·l0-202-018 Ol • l0-202-017 ~ \. _/ «i - -- - -- ------ in -- - - 2 Ol • l0·203·020 ~ " Ol·J0-203-011 Ol-30-203-010 I ot-30-202-01& ot-J0-202-015 ot-30-202-014 ot-30-202-013 01-30-202-012 01-30-202-011 0 0 I I 0 I \ I / __PR~ __/ __ ~ ----PR_RO_W_ ----~~---------- ----~~ _____ _ ~ ----8 1 1 1 1 I ~~i--~-.::1- ~l1~-~- ti~~-~-~- -~--~-~~-~=J~~l~~~-~--~-~---~3•6~~-~-~--a-_- ~_=_=~~~Wllitllim~lli~ilimlliwlli~rlli~t~lg@~n~:@~Milit~lli~!~~llih~f:~ilikllif~t~w~tr~;illit~~r~.~~-~~~~\-~-~~-~~---J=_=~~~:~-m· ~~--m·m-~--~-mm~~-d-=_=-F~-q--~-~--~--~--~-~--~';Zlf---lf::Z:::::::%:::Z~~:::::.:.;:;:;::::;:;:;:;:;:~! ~~~~~~~--r....~~--:::-:-.{..-~;;......."""""'.""ir-~....----~~-::;::--~~-=::....:;;J-n-m~;_.:=~~:o::-~--_;:_........'----~~~~--=:--~.....!....~__.:_~~~----~::::'.::--~----,,........,...~~~----j c .-Olll!o--"'!lli-.:~ · --------11 :;; : 1: --·-----·-- ¢ 1 t-- - 0 0 ot-30-20J-008 Ol-30-203-00T ot-30-203-00& Ol-30·203·005 ot-30-203-00.11 Ol-30-203-003 01-30-203-002 ~-.J ot-30-202-010 ot-30-202-009 0 g PR ROW\ 0 LEGEND d -\- Im EX. PAVEMENT PREVIOUSLY llof'ROVEO BY IOOT «i ----·-pc::=:~= Ol -l0-200·002 Im PR. HUA RESURFACING AREA PR. HUA WIDENING PR. PARKWAY RESTORATION, SPECIAL EJ Ol • l0·200·006 10 lO 40 HORIZONTAL SCALE IN FEET DRAWINO NO. REVISIONS CITY OF WEST CHICAGO 11\oJNlli onglru!oring group, lieDRAWN BY • • •QJl\I. • UATE .. . .. . .......... ....N_a.-+-_a_.. _rE-+-----D-ES_c_R_•P_.,_•a_N___...... 475 MAIN STREET 55 w. 22nd street ELM ROAD suite 300 CHICAGO, WEST ROADWAY PLAN IL 60185 th~s. lombard, PHONE: 630-293-2255 ii 60148 REHABILITATION PROJECT e QJ1 t neer1 n g ....Q. r...Q....Y.R . phone: 855-533-1700CHECKED BY • • 51iHYic• I I th l hlgh11I gr1d11 • FAX: 630-293-2971 _aF_ ic:cv.. SCALE •• • .1.''.~.~o·. •, •. ---11-----+------------tl I ===== PDF PAGE 21 ===== [Extraction: embedded PDF text] WASHINGTON STREET WASHINGTON STREET EX. ROW tt EX. ROW EX. ROW tt EX. ROW I II I I II I 33' 33' 33' 33' I WOR ZONE 12" VARIES 25'-36' 12' 36' ----K S s SI ·1...----,- 1__ -------~I=========~f ,-- PROPOSED STAGE 3 TYPICAL SECTION PROPOSED STAGE 3 TYPICAL SECTION STA. 134+II TO STA. 134+50 STA. 134+50 TO STA. 145+40 WASHINGTON STREET WASHINGTON STREET EX. ,ROW ~ EX. ROW EX. ROW tt EX. ROW I I II I 33' I WORK33'ZONE 33' I I: .,,::," ! I VARIES 15'-24' I 12· I ~ j ;_ I I - " i_ ~.,,,,~~=--~~ PROPOSED STAGE 4 TYPICAL SECTION PROPOSED STAGE 4 TYPICAL SECTION STA. 134+11 TO STA. 134+50 STA. 134+50 TO STA. 145+40 LEGEND DIRECTION OF TRAFFIC TYPE II BARRICADES OR DRUMS @ 50' CENTERS UNLESS OTHERWISE SHOWN USER NAME = DonN DESIGNED SECTION - REVISED - MAINTENANCE OF TRAFFIC TYPICAL SECTIONS F.A.U.RTE. DRAWN REVISED STATE OF ILLINOIS 1397 16-00079-00-PV DUPAGE 44 19 - ' I in. PLOT SCALE 10.0000 WASHINGTON STREET =th@maS0 DEPARTMENT OF TRANSPORTATION CHECKED - REVISED CONTRACT NO. 61F62 'Ule In e e n _g_r_Q_!!.J! fl g - ~ 2/14/20lq ii l PLOT DATE 5. rY I ~a , h II h lg h. 1 1 gr• d a DATE REVISED SCALE1 N. T.5. SHEET 2 OF 4 SHEETS 5 TA. TO STA. ILLINOIS rlo • .&ID PROJECT - ===== PDF PAGE 22 ===== [Extraction: embedded PDF text] SIGN LEGEND FOR DETOUR PLAN - STAGE 1 HAWTHORNE LN w > ....J 0 I- TO a:: l/) co [~) (~ ) z I- a:: THRU TRAFF IC Of? 3:: w 0 0 z I- ....J I- 0 ....J , w Q)sT z ~ FORES T AVE FABYAN PKWY 4 ST ® LEGEND FQR ARROWS ~ fi ~ AHEAD RIGHT = AR R LEFT = LT R~ AHEAD LEFT = AL RLQ:J l-=.J ~ @sT ~T STRAIGHT = ST R~ RIGHT= RT Rl__i_J NOTES: CARYS I. DURING STACE I, EASTBOUND WASHINGTON STREET IS CLOSED. MILL RD 2. SIGN NUMBERS 7 ANO B SHALL BE ERECTED AT LEAST 10 DAYS PRIOR TO THE CLOSURE OF THE ROAD AND SHALL BE REMOVED WHEN THE DETOUR ROUTE IS IN OPERATION. THE COST SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR TRAFFIC CONTROL AND PROTECTION FOR TEMPORARY DETOUR. 1---- , ,--- 1 3. SEE MAINTENANCE OF TRAFFIC PLAN SHEETS FOR THE APPROPRIATE STACE I WEIGHT I I I FOR TEMPORARY TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, AND SIGNING I LIMIT I I ~';;"u"~: I ON WASHINGTON STREET !I.E. WITHIN THE WORK ZONE> ANO ITS SIDE STREETS. I s l I ROUTE I I TONS j I I 4. SEE DISTRICT I DETAILS AND !DOT STATEWIDE STANDARDS FOR ADDITIONAL j _ _ _ _ _J L ___ J INFORMATION ON SIGN PLACEMENT ANO SPACING ITC·21l. ~<><2> [ID (>CU [fl CxU USER NAME = DcnN DESIGNED - REVISED MAINTENANCE OF TRAFFIC DETOUR PLAN SHEET F.A.U.RTE. SECTION COUNTY SHEETS101Al SH!:E1NO. DRAWN REVISED - STATE OF ILLINOIS STAGE 1- EASTBOUND 1397 16-00079-00-PV DUPAGE 44 20 PLOT SCALE • 21110111.11111100 • I 111, CHECKED REVISED s0th@.ma WASHINGTON STREET - DEPARTMENT OF TRANSPORTATION CONTRACT NO. 61F62 'l.Q r I rie in e e r....Q..!!J! _g_ g • 2/l4/201CJ PLOT DATE REVISED s e hi n he 5 I 11 rad~ DATE rv I c; 11 a I Lhe SCALE: N. T.S. SHEET OF SHEETS STA. TO STA. '1.llHOl.5 FED. AID PROJECT ===== PDF PAGE 23 ===== [Extraction: embedded PDF text] SIGN LEGEND FOR DETOUR PLAN - STAGE 2 HAWTHORNE LN w ><( WEST Washington 0::: Street 0ro CLOSED Washington 0:<( JAMES AVE Claro St TO Washington Street WILL BE Arbor Ave Street STAGES 1-4 CLOSED STARTING: DAY WESTBOUND DETOUR Washington MONTH Street 1-z 0 0 0::: 0 © 0::: w~ Vl LL Vl w 0::: ~ ROAD CLOSED MOUNTED ON TYPE 111 BARRICADE 0 © l!l 0 GENEVA ST 1- 0::: Vl z 1- ~ w 0 I- ....J 0 , r;JJST FABYAN PKWY l!l MESSAGE BOARD 0 NOTES: GARYS I. DURING STAGE 2, WESTBOUND WASHINGTON STREET IS CLOSED. MILL RD 2. SIGN NUMBER G SHALL BE ERECTED AT LEAST 10 DAYS PRIOR TO THE CLOSURE OF THE ROAD AND SHALL BE REMOVED WHEN THE DETOUR ROUTE IS IN OPERATION. THE COST SHALL BE INCLUDED IN THE CONTRACT UNIT EX SIGN TO BE COVERED - STAGE 2 PRICE FOR TRAFFIC CONTROL AND PROTECTION FOR TEMPORARY DETOUR. 1----1 3. SEE MAINTENANCE OF TRAFFIC PLAN SHEETS FOR THE APPROPRIATE STAGE I WEIGHT I FOR TEMPORARY TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, AND SIGNING I LIMIT I ON WASHINGTON STREET 11.E. WITHIN THE WORK ZONE> AND ITS SIDE STREETS. I s I I TONS I 4. SEE DISTRICT I DETAILS AND IDOT STATEWIDE STANDARDS FOR ADDITIONAL , ____ _J INFORMATION ON SIGN PLACEMENT AND SPACING. l!l lx2l IQ] lx2l (i) USER NAME = DonN DESIGNED - REVISED - MAINTENANCE OF TRAFFIC DETOUR PLAN SHEET F.A.U.R-TE. SECTION COUNTY SHEETSTOTAL SHEETNO. DRAWN REVISED STATE OF ILLINOIS STAGES 1-4 WESTBOUND 1397 16-00079-00-PV DUPAGE 44 21 -th@maSe PLOT SCALE • 211lli'J121.11ll30111 • I u·.. REVISED CHECKED WASHINGTON STREET DEPARTMENT OF TRANSPORTATION - CONTRACT NO. GIFG2 Ie n e e r I n g _!l'JU!J! J!.9 - :I 2/l4/20lq DATE OF SHEETS REVISED SCALE' N. T.S. SHEET DATE •• • •1 111: • .. . \ 111 l'llllt"U 9 " • ' • PLOT STA. TO STA. h.. LltilOIS no.. t.TO fl'J10.£Cl - ===== PDF PAGE 24 ===== [Extraction: embedded PDF text] N PROJECT BEGINS, BEGIN OMISSION STA. IOl+SB END OMISSION --------------- STA. 126+84 I ------------ ,_J 8 --- --- --- --- --- --- - -- --- ------ --- --- --- --- --- --- --- -.-~-----,.--r-7""~~---,.--~-r--r~----;.--~..,.-r~--:.--~-,.--r--,.--:..--.,...-.-,,--,-.....,.........,,...-.,......_.,.... __ _..,_......____--- I.{')0 + en f"'---T---T'-7':.:....,,L-:.,L.-T---r-7'~"-.,£...~-r-r~"-.,L-~....,.L--7'!'.--,L,..,L-...,L....,.L--,'!'.--,L-.,L-...,L_,L.:_,.!'.:..__,L:_.,L....,L_,L.:_,.~L-.,L....,L....,LI N \ INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND R3-2-3030~ MAIN STREET, AS DIRECTED BY THE ENGINEER. c DIRECTIONAL OF TRAVEL ::a 0 5. STAGE IB SHALL BE STAGED TO ACCOMMODATE NORMAL BUSINESS ::a DELIVERIES. STAGE !A SHALL BE COMPLETED PRIOR TO COMMENCEMENT )> OF STAGE IB ACTIVITIES. ROAD CLOSED V1 I --l ROAD TO THRU TRAFFIC ::a('Tl CLOSED ('Tl \ R!l-4 --l * LOCAL TRAFFIC ONLY 0 ' _____, q 0 1.11 ~~----- + -- 1.11 rri -<( * ___1_135+00 ----- I/I <==1 I- WASHINGTQ_N STREET w.J ----- iJ.34 z _J - :J:u I- <( :::!' (\ -....J ~ $; f.....Q I yl ~~ <" Q;' ' "'{: ::::/ / ;:;~ 0 10 20 ~o ~Q;- I I <' cJ HORIZONTAL SCALE IN FEET I F.A.U. REVISED USER NAME : OonN DESIGNED SECTION - RTE. MAINTENANCE OF TRAFFIC DRAWN STATE OF ILLINOIS 1397 16-00079-00-PV OUPAGE 44 22 REVISED -th@.mCS~ STAGE 1A AND STAGE 18 PLOT SCALE = 40.0000 • I 1n. CHECKED REVISED DEPARTMENT OF TRANSPORTATION CONTRACT NO. 61F62e!!.B l neerlng..a.r~ •••wl-c• :t i 1ti ., lill lll ill• t.t 9••0a PLOT DATE .. 2/lo4/201q DATE REVISED - SCALE• 1"o20' SHEET OF SHEETS STA. TO STA. ILLrJCO[§ no. ITD P~UCI ===== PDF PAGE 25 ===== [Extraction: embedded PDF text] PROJECT BEGINS, BEGIN OMISSION STA. 101+58 END OMISSION STA. 126+84 0 0 0L(') + O'I 1--,.-----------------------~---------'---------------~N ~ 124 I 125+0_Q_ WASHINGTON STREET ! 126 -~-->--- .t..127____ _ 129 < -----l:n ~ w z '-t::--..-----------------------~----------------------, -_J ROAD CLOSED TO THRU TRAFFIC & ---------- t-w ROAD CLOSED Rll-4 w TO 0:: f- THRU TRAFFIC NOTES: l/) Rll-4 1. SEE DETOUR PLANS FOR DETOUR SIGNING NOT SHOWN ON THESE SHEETS. SHALL BE PLACED AS DIRECTED RADII, AND 20' C-C JN TAPERS> BY THE ENGINEER. TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT 4. THE TRAFFIC CONTROL AND PROTECTION SHOWN ON THE PLANS IS THE MINIMUM REQUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR SIGNAGE INCLUDING, BUT NOT LIMITED TYPE Ill BARRICADES AND SIGNS TYPE Ill BARRICADE WITH TWO 12) FLASHING LIGHTS M-4 , R-11 IROAD CLOSED>, R-6 IONE-WAYl WILL BE REQUIRED R3-2-3030~ ON SIDE STREETS TO DETOUR LOCAL TRAFFIC DURING SHORT-TERM INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND OJRECTIDNAL OF TRAVEL MAIN STREET. AS DIRECTED BY THE ENGINEER. I ROAD I 0 CLOSED *LOCAL TRAFFIC ONLY 0 0 R-11-2436 0 I/)0 0L(') + L(')+ O'I N * !<) * <:=J f?_ ' l J}..5+00 ----- - 1 w L-r--...--------------------'-------------------------------~ z_J :I u I- <( ::? 1- w w a:: Ft----------- W21-1115-3618 I- L/) R2-1-2430 <( WORK ZONE NOTES: a:: <( I. SEE DETOUR PLANS FOR DETOUR SIGNING NOT SHOWN ON THESE SHEETS. R2-6bP-2418 u_J 0 DRUM CAT 50' C-C CTYP), 25' C-C JN CURVES AND ' RAD!l, AND 20' C-C IN TAPERS> 2. ALL PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION I SHALL BE TAPE. TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT 3. DRIVEWAY ENTRANCE SIGNS CTC-26) SHALL BE PLACED AS DIRECTED BY THE ENGINEER. ENTRANCES TO HAVE ACCESS AT ALL TIMES. I TYPE III BARRICADE WITH TWO <2> FLASHING LIGHTS 4. THE TRAFFIC CONTROL AND PROTECTJON SHOWN ON THE PLANS IS THE MINIMUM REQUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR DIRECTIONAL OF TRAVEL SJGNAGE INCLUDING, BUT NOT LIMITED TYPE 111 BARRICADES AND SIGNS M-4 !DETOUR>, R-11 , R-6 CONE-WAY> WILL BE REQUIRED \ ON SIDE STREETS TO DETOUR LOCAL TRAFFIC DURING SHORT-TERM l>c INTERSECTJON CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND g; I TEMPORARY ACCESS ;:o W21-1115-3618 I MAIN STREET, AS DIRECTED BY THE ENGINEER. 0 ;:o \ l> (/\ -l ;:o rn \ rn ~ *LOCAL TRAFF JC ONLY -l - ~ '~ I ~ \~ --- ' ··. ~. 10I I 20I 40'i' 1 I ~ HORIZONTAL SCALE IN FEET ;:, TOTAL SHEE1 USER NAME : OonN REVISED DESIGNED SECTION COUNTY SHEElS NO. MAINTENANCE OF TRAFFIC DRAWN REVISED -« STATE OF ILLINOIS 16-00079-00-PV 44 24 DUPAGEz~ STAGE 3 ~asf> 1 PLOT SCALE 40.lillillillil "I i"° CHECKED REVISED -w DEPARTMENT OF TRANSPORTATION CONTRACT NO. 61F62~ e l n r-9..!!J! DJl In _g_ g e er;;: SCALE: 1",20' SHEET SHEETS OF STA. TO STA. PLOT DATE • 2/\4/20lq REVISED - 511r~Ic11 DATE ILLIMOIS F'ED. AID PROJECT al th 11 h I I grade g ha~ ===== PDF PAGE 27 ===== [Extraction: embedded PDF text] Rl-1-3030 R3-2-30308 ------L'--- . , -----~~---" < < ~ I- ,<--~-,,<.-<--/-_,/ ----"-+"'-7~+ ~ w w z z ~ ~ - 3r---;r--;r'-?"-;;""°:;r---;r--;r"7"-;;~r--~-;l'~"-;;>"-'-;r--7f:~~=:;z::i!?""'7'f::;z::;:.~Z=i~-;T'-?"-;;~r--i;:e=;ZJ~"-;;,L-;-T--~-'7"~~rCt:;:oe:~'37"~~rL,z=~=Z:::;z==:.~~~-r:.,~,£-_~~Jt~~~'7"---~~~.L-;~:C:=T~T7.L.-;it:Z::vL-r~L.-:.,L-,,,L---,,t-~~L-;.,L-,,,L---,,t-~~L..,,_.,L-,.Ll :C I- u < I- ~ ~ L SEE DETOUR PLANS FOR DETOUR SIGNING NOT SHOWN ON THESE SHEETS. *LOCAL TRAFFIC ONLY 2. ALL PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION Rl-I-3030 WORK ZONE SHALL BE TAPE. 3. DRIVEWAY ENTRANCE SIGNS ITC-26> SHALL BE PLACED AS DIRECTED DRUM IAT 50' C-C ITYP), 25' C-C IN CURVES AND BY THE ENGINEER. 0 R3-2-3030~ RADII, AND 20' C-C IN TAPERS> 4. THE TRAFFIC CONTROL AND PROTECTION SHOWN ON THE PLANS IS THE TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT MINIMUM REOUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR SIGNAGE INCLUDING, BUT NOT LIMITED TYPE Ill BARRICADES AND SIGNS r M-4 IDETOURl, R-11 WILL BE REOUJRED TYPE III BARRICADE WITH TWO <2> FLASHING LIGHTS ON SIDE STREETS TO DETOUR LOCAL TRAFFIC DURING SHORT-TERM j INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND MAIN STREET, AS DIRECTED BY THE ENGINEER. I I W21-1115-3618 = ~ DIRECTIONAL OF TRAVEL 5. MAIN STREET CLOSURE SHALL BE LIMITED TO 5 WORKING DAYS. PROJECT ENDS STA. \45+40 TEMPORARY ACCESS 1-,_ Rl-I-3030 D zw ow R~30 ~a:: !/ w,_ W2I-ll15-3618 I I *LOCAL = ~Vl 730 ~, [) 0 ~:z212 1 z; ~ R-11-2436 R2-l-2430 R2-6bP-241B ' \ '§' \ R3-2-3030 INSTALL ON MAIN STREET I BLOCK ..-\ ~ SOUTH OF WASHINGTON STREET ROAD CLOSED ~ INTERSECTION \~'~ TO ~ SEE NOTE 5 TRAFFIC ROAD ~ \~~ 1J \\~ ~ Rll-4 CLOSED 0 10 20 40. THRU 1~~~ PR. TEMPORARY ~ R-11-2436 .I CONCRETE BARRIER 00 ~~ L.l ~ foif_ ~..-\ HORIZONTAL SCALE IN FEETtN~ F.A.U. USER NAME = DonN SHEET REVISED DESIGNED SECTION - IHE. NO. COUNTY SHEETS101AL OF TRAFFIC REVISED DRAWN STATE OF ILLINOIS MAINTENANCE 1397 16-00079-00-PV 44 23 DUPAGE - ~as STAGE 3 s. "113..D.2:09 ' I Ln. REVISED Pc.O! 'SC.A.I..£ CHECKED OF TRANSPORTATION - DEPARTMENT CONTRACT NO. 61F62 .Jll..9..ll.JlIw~ te!!Jli!leerlng .,., .. h .• • I 1111 • lol goa••I O••I• PLOT DATE = 2/\4/201q DATE REVISED - SCALE: 1">20' SHEET OF SHEETS STA. TO STA. IUlNOlS FtQ, AIO P.HOJEtl ===== PDF PAGE 28 ===== [Extraction: OCR (rendered-page OCR)] FILE NAME = 26 sht-MOT Stage 4.0l.dgn PROJECT BEGINS, STA, 126+84 * ocaL TRAFFIC ONLY > 1124 1.125+00 WASHINGTON STREET 1126 14’ 14’ | , — 129 LEGEND WORK ZONE DRUM (AT 50’ C-C (TYP), 25’ C-C IN CURVES AND RADII, AND 20’ C-C IN TAPERS) 2. TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT TYPE IJ] BARRICADE WITH TWO (2) FLASHING LIGHTS DIRECTIONAL OF TRAVEL TEMPORARY ACCESS NOTES: SEE DETOUR PLANS FOR DETOUR SIGNING NOT SHOWN ON THESE SHEETS. ALL PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE TAPE. DRIVEWAY ENTRANCE SIGNS (TC-26) SHALL BE PLACED AS DIRECTED BY THE ENGINEER, THE TRAFFIC CONTROL AND PROTECTION SHOWN ON THE PLANS IS THE MINIMUM REQUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR SIGNAGE INCLUDING, BUT NOT LIMITED TYPE III BARRICADES AND SIGNS M-4 (DETOUR), R-11 (ROAD CLOSED), R-6 (ONE-WAY) WILL BE REQUIRED ON SIDE STREETS TO DETOUR LOCAL TRAFFIC DURING SHORT-TERM INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND MAIN STREET, AS DIRECTED BY THE ENGINEER. rs ag ia ae 131 —S" Se ! R1-1-3030 | W21-1115-3618 SPEED LIMIT 25 (G55) k2-ebp-2aia R2-1-2430 | 1) ae Laas vuouny ZS CLARA STREET * LocaL TRAFFIC ONLY ——_ eT eee — q q Gi 5 > wksHINGTON STREET 1 Sho O O © = ~ NY 9 10 2 R2-1-2430 NS Ors ™ = HORIZONTAL SCALE IN FEET ri (ESE) Fe-cor-2a18 ed / hc =e . USER NAME = DonN DESIGNED ~- REVISED ~ Cis, DRAWN = evIseD~ STATE OF ILLINOIS PLOT SCALE = 49.0000 ‘7 in. CHECKED - REVISED = DEPARTMENT OF TRANSPORTATION eo See ee PLOT DATE = 2/4/2019 DATE a REVISED _- | MATCH LINE STA, 129+50.00 R6-1R-3612 | xa CLAIR LLLLLL, LXKO Pr R6-1L-3612 FAA. TOTAL | SHEET MAINTENANCE OF TRAFFIC ATE. Sec LeN COUNTY _ |sHEETS| "NO. STAGE 4 1397 16-00079-00-PV oupace | 44 | 24 CONTRACT NO. 6IF62 SCALE: 120° SHEET OF SHEETS] STA. TO STA. uLINOiS| FED, ald PROJECT ===== PDF PAGE 29 ===== [Extraction: embedded PDF text] I~ 0 EX. ROW 0 0 0 0 0 Ln+ · Ln+ Ln I") ' -.. SHALL BE PLACED AS DIRECTED BY THE ENGINEER. THE TRAFFIC CONTROL AND PROTECTION SHOWN ON THE PLANS IS THE DRUM IAT 50' C-C ITYPl, 25' C-C IN CURVES AND 4. INSTALL ON FREMONT 0 MINIMUM REQUIRED TO IMPLEMENT THE ROAD CLOSURE. LOCAL DETOUR RADII, AND 20' C-C IN TAPERS> STREET 1 BLOCK NORTH SJGNAGE INCLUDING, BUT NOT LIMITED TYPE BARRICADES AND SIGNS Ill OF WASHINGTON STREET IDETOURl, R-11 !ROAD CLOSED>, R-6 IDNE-WAYl WILL BE REQUIRED TEMPORARY TRAFFIC SIGN ON PERMANENT SUPPORT M-4 INTERSECTION ON SIDE STREETS TD DETOUR LOCAL TRAFFIC DURING SHORT-TERM r INTERSECTION CLOSURES SUCH AS WOOD STREET, TURNER COURT, AND TYPE Ill BARRICADE WITH TWO 12> FLASHING LIGHTS MAIN STREET, AS DIRECTED BY THE ENGINEER. ROAD PROJECT ENOS j 5. FREMONT STREET CLOSURE SHALL BE LIMITED TO 5 WORKING DAYS. CLOSED STA. \45+40 DIRECTIONAL OF TRAVEL R-11-2436 c=> ROAD TEMPORARY ACCESS CLOSED D R-11-2436 :r: u TEMPORARY CONCRETE Rl-1-3030 I- ~ ~ROW Rl-l-3030 \ Rl-l-3030 R6-1L-3612 R3-2-3030~ .-.\ Rl-1-3030 \ c. \ \~ R~3D~'~ Ri5>f° ~ ~~~ i ':P ~~ \ R3-2-3030 R3-2-3030. \~\'"' 0 ID 20 40! z \ '6 D~' ~.-.\~ HORIZONTAL SCALE IN FEET:;; \ F.A.U. lOfAt SHITT USER NAME DonN = - DESIGNED - REVISED SECTION COUNTY RTE. NO. SHEETS MAINTENANCE OF TRAFFIC REVISED - DRAWN STATE OF ILLINOIS 1397 16-00079-00-PV 44 25 DUPAGE~ STAGE 4 h~as~ • I ,,.,, SCALE • "10.0000 PLOT REVISED -w CHECKED DEPARTMENT OF TRANSPORTATION CONTRACT NO. 61F62 (Lll In~ u u e r l n g _g_r_Q_!!J!;;: OF SHEETS PLOT DATE • 2/14/2,!llq SCALE: 1"~20' SHEET STA. TO STA. REVISED - 11.,t.l.NDl'S f[D. ~1D PROJECT DATE • •l •lc• • I th• hlthiu, o.r. cu