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Public Works Packet 2009 04-21-09 cli o United City of Yorkville 800 Game Farm Road EST. i 1836 Yorkville, Illinois 60560 co Telephone: 630-553-4350 Fax: 630-553-7575 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, April 21, 2009 6:00 p.m. City HaII Conference Room Presentation: None Minutes for Correction/Approval: None Items Recommended for Consent Agenda: 1. PW 2009-39 FY 2009-2010 MFT Appropriation for General Maintenance 2. PW 2009-40 Fountainview Development— IDOT Letter of Understanding 3. PW 2009-41 Aldi's Redevelopment— Easement Agreements a. Public Utility Easement Agreement b. Traffic Signal Easement Agreement New Business: 1. PW 2009-42 Morgan Street Re-Paving (Fox St. to Washington St.) 2. PW 2009-43 High Water Levels — Discussion Old Business: 1. PW 2009-38 Proposed Change to City Code Regarding Weed Abatement Additional Business: 2008 City Council Goals - Public Works Committee `Interim Public Works Facihiy. " Alderman Allen Eric Dhuse "Explore gray water reuse by city." Alderman Plocher Eric Dhuse Alderman Werderich Scott Sleezer "Biodiesel, E85, and hybrid vehicles." Alderman Sutcliff Eric Dhuse Alderman Werderich Bart Olson "Bike trails and pedestrian friendly development/redevelopment, with Alderman Golinski Bart Olson focus on increasing pedestrian access to downtown from anywhere in the Alderman Werderich Joe Wywrot city and to the schools foni anywhere in the cit)> " UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, April 21, 2009 6:00 PM CITY CONFERENCE ROOM ITEMS RECOMMENDED FOR CONSENT AGENDA: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2009-39 FY 2009-2010 MFT Appropriation for General Maintenance ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2009-40 Fountainview Development IDOT Letter of Understanding ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2009-41 Aldi's Redevelopment—Easement Agreements a. Public Utility Easement Agreement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee b. Traffic Signal Easement Agreement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Infon-national Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: 1. PW 2009-42 Morgan Street Re-Paving (Fox St. to Washington St.) ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2009-43 High Water Levels--Discussion ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- OLD BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- l. PW 2009-38 Proposed Change to City Code Regarding Weed Abatement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- C/Ty Reviewed By: Agenda Item Number J u Legal ❑ CA I EST. 1838 Finance ❑ Engineer ❑ Tracking Number jj� �, City Administrator E] Consultant ❑❑ p W 62DOq_ 3 9 Agenda Item Summary Memo Title: FY 09/10 MFT maintenance appropriation Meeting and Date: PW committee April 21, 2009 Synopsis: Yearly appropriation of funds for general maintenance through MFT Council Action Previously Taken; Date of Action: Action Taken: Item Number: Type of Vote Required: Positive Council Action Requested: Approval Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: CIp 6, Memorandum EST 183 To: Joe Besco, Chairman — From: Eric Dhuse, Director of Public Works z— �- -t CC: 1� p;P ,: y p' Date: April 13, 2009 SCE`r �' Subject: 09/10 MFT appropriation Joe, I have attached the FY 09-10 proposed appropriation for general maintenance through MFT. This money is appropriated for bulk rock salt, de-icing agent, street signs/hardware, and cold/hot patch. After approval of the City Council, this will be sent to IDOT district 3 for approval. If you have any questions or concerns, please let me know. ffinOIS Npaltment Resolution for Maintenance of of T� On Streets and Highways by Municipality 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) _t�J (Name) appropriated the sum of tt %/�� /G� , 5B 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, 2009 (Date) to April 30, 2010 (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, Jackie Milschewski 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 April 28, 2009 (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) Cleric (City,Town or Village) Approved Date Department of Transportation Regional Engineer Printed 3/23/2009 BLR 14230(Rev. 11/06) Illinois De partn7Erlt Municipal Estimate of of Transportation Maintenance Costs Section Number 09 -00000-00-GM Period from 05/01/2009 to 04/30/2010 Municipality United City of Yorkville Estimated Cost of Maintenance Operations Maintenance For Group I II or III Material E ui ment or Labor Operation Group Unit Operation (No.—Description) (i.n.m.M Item Unit Quantity Price Cost Cost Bituminous Patching II Bituminous Cold Patch TON 80 106.00 $8,480.00 8,480.00 Surface Hot Mix TON 200 65.00 $13,000.00 13,000.00 Signs, Posts& Hardware II Various Signs EA 150 41.95 $6,292.50 6,292.50 Sign Posts EA 150 36.00 $5,400.00 5,400.00 Brackets & Hardware EA 150 35.00 $5,250.00 5,250.00 Snow Removal II Bulk Rock Salt TON 2000 110.00 $220,000.00 220,000.00 Geo-melt 55 de-icer GAL 7500 2.40 $18,000.00 18,000.00 bulk rock salt purchased throw h State CMS Total Day Labor Costs $276,422.50 Total Estimated Maintenance Operation Cost $276,422.50 Preliminary Engineering Engineering Inspection Material Testing Total Estimated Engineering Cost Total Estimated Maintenance Cost $276,422.50 Submitted: 04/29/2009 Approved: Date Date By: Public Works Dir. Municipal Official Title Regional Engineer Submit Four(4) Copies to Regional Engineer Page 1 of 1 BLR 14231 (Rev.2123106) Printed on 4/13/2009 11:28:58 AM l[Unois Department of Transportation Special Provisions The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction", Adopted January 1, 2007 , 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 09-00000-00-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 a N-30 or N-50 surface course mix on all patches throughout the city. All patches will be performed in accrdance with Section 406 of the Standard Specifications for Road and Bridge Contruction adopted January 1, 2007. Page 1 of 1 BLR 11310(Rev.7106) Printed on 3/23/2009 12:33:47 PM LR 1013 Page 1 of I. State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads 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 mm (318 inch) sieve 95- 100 % Passing 4.75 mm (No.4) sieve 20- 90 % Passing 2.36 mm (No. 8) sieve 10- 60 % Passing 600 gm (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 less than 96.0 %, but is not less 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 furnishing and transporting ROCK SALT based on the sodium chloride content. Payment will be in accordance with the following schedule: NaCl Content 96.0%to 100.0% 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). NaCl Content 90.0%to 93.9% Bid price less $4.00 per metric ton (ton). MATERIAL SAFETY DATA SHEET COMPLIES WITH OSHA'S HAZARD COMMUNICATION STANDARD(29 CFR 1910.1200) SECTION i -PRODUCT IDENTIFICATION Product Name:Geomeft Date Prepared:1/04/2008 Manufactured For Correlated Products Inc. Emergency Phone:(800)424-9300 5616 Progress Road,Indianapolis,IN 46241 Information Phone:(800)428-3266 HMIS Rating 0-Mlnlmal 1-Slight 2-Moderate 3Serlous 4-Extreme HEALTH: 0 FIRE: 0 REACTIVITY' Personal Protection: B SECTION It-INGREDIENTS CHEMICAL_NAME Sara III List OSHA PEL TWAITLV Carcinogen %WT CAS# Trade Secret No WA NIA d N/A WA NTP (b) [ARC Monograph (c)OSHA (d) Not Listed (e)Animal Data Only SECTION III-PHYSICAL DATA Bolling Point:(°F)NIA Specific Gravity.(H2O=1)--1.23 Vapor Pressure:(mmHg)NiA Evaporation Rate:(Butyl Acetate=i)NIA Vapor Density:(AIR=1) NIA Appearance and Odor:Dark soiubon,sweet odor Solubility In WaterNiA pH:-9 SECTION IV-FIRE AND EXPLOSION DATA (°F) Flammable Limits LEL UEL Flash Point NIA NIA NIA Method Used:NiA Extinguishing Media:Water,Carbon Dioxide or dry chemical. Special Firefighting Procedures:Wear proper Are fighting equipment Unusual Fire and Explosion Hazards:None SEC11ON V-REACTIVITY DATA Stablilty:Stable Hazardous Polymerization:Will not occur. Incompatibility: None Hazardous Decomposition Products: Thermal decomposition may produce oxides of carbon. SECTION VI-STORAGE AND HANDLING Precautions to be taken In handling and storage: Keep container dosed when not In use. Spilled material may be slippery. Clean up spills completely before walking in the are of spillage. Other Precautions: KEEP OUT OF REACH OF CHILDREN. Avoid contact with skin or eyes, SECTION Vii-HEALTH AND FIRST AID Acute Oral Toxicity(rat):Low acute oral toxicity:L050 for rats Is>5 glkg. Skin Contact May cause irritation. Eye Contact;May be irritating to the eyes Inhalation:None Primary Routes of Entry: Inhalation:none,Skin:unlikely,Eyes:yes,Ingestion:Unlikely. ,First Aid Procedures: Skin:Wash skin with water and soap. If Irritation occurs,seek medical attention. Eyes:Flush eyes with water for 30 minutes. Get medical attention If warranted. Ingestion: If large quantities are Ingested,seek medical supervision Inhalation: None Required SECTION VIII-SPECIAL PROTECTION DATA Respiratory Protsctiorr Use appropriate NIOSH approved respiratorwhen needed. Ventilation:Comply with OSHA standards 29CFR1910.134. Use general or local exhaust ventilation to meet OSHA PELS or ACGIH TLV requirements. Protective Glove:Not required but recommended. Eye Protection:Not required but recommended. SECTION IX-SPILL OR LEAK PROTECTION STEPS TO BE TAKEN IN CASE OF SPILL OR LEAK: All spills should be contained and picked up with earthen or other absorbent material and placed In suitable container. WASTE DISPOSAL METHOD: Dispose of In approved solid waste disposal area per current regulations. NOTICE: The Information oontalned on this Material Safely Data Sheet Is considered aocurate as of the date of publication. It Is not necessarily all Inclusive nor fully adequate in every drevmatance. The suggestions should not be confused with,nor followed In violation of applicable laws,regulations,rules or Insurance requirements. No warranty,express or Implied,of merchantability,frtrtess,accuracy of data,or the results to be obtained from the Lisa thereof Is made. The vendor assumes no responsibility for Injury or damages resulting from the Inappropriate use of this product. NIA-Not Available/Not Applicable NID -Not Determined NIL- Not Listed NIE-Not Established. i LR 442 STATE OF ILLINOIS page 1 of 2 DEPARTEMENT OF TRANSPORTION DIVISION OF HIGHWAYS LOCAL ROADS AND STREETS BITUMINOUS PATCHING MIXTURES FOR MAINTENANCE USE Effective: January 1, 2004 Revised: February 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-17-02: Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type fSerial No. M-19-02a: Bituminous Mixture for Maintenance Use, Liquid Asphalt Type Serial No. M-20-02: Bituminous-Sand Mixture for Maintenance Use Serial No. M-48-02: Bituminous Premix for Maintenance Use, Inverted Emulsified Asphalt CBAE-2 Serial No. M-126-95: Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture Bituminous Patching Mixture (HMA): This mixture shall conform to the material regyirements 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 11—Bituminous Patching Mixture(Proprietary) Serial No. M-120-00: Bituminous Premix for Maintenance Use- Optimix, Sylcrete, UPM, QPR-2000, EZ Street- Proprietary Sources Serial No. M-133-96: Bituminous Premix for Maintenance Use, Instant Road Repair- Proprietary Serial No. M-134-02: Bituminous Premix for Maintenance Use, SMP- Proprietary Placing of Bituminous Patching Mixture.All holes and depressions in the existing surface which exceed '/" 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 Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton) for 2 BITUMINOUS PATCHING MIXTURE (GROUP I); BITUMINOUS PATCHING MIXTURE (GROUP 11); When bids are taken F.O.B. trucks at the mixing plant a hauling differential of$0. _ 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. State of Illinois Department of Transportation Division of Highways Springfield SPECIFICATIONS FOR BITUMINOUS PREMIX FOR MAINTENANCE USE OPTIMIX, SYLCRETE, UPM, QPR-2000, EZ STREET, SMP- PROPRIETARY Serial Number: M 120-07 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 bituminous material shall be capable of coating wet aggregates without stripping, and shall be. The 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. 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: Serial Number M 120-07 OPTIMKX QPR-2000 SYLCRETE SYLCRETE UPM ASTM D 92 VA. STREET SMP Flash point(COC) 94(200) 94(200) 94(200) 94(200) 94(200) 94(200) 94(200) °C(°F)-minimum ASTM D 2170 Kinematic Viscosity 60°C(140°F) 350-3000 300-4000 300-4000 mm2/8(cst) 3D0-4000 qDb 2500 280-400 300-4OOD ASTM D 95 Water (CPS) IYC -maximum 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 Distillate to 260°C(50D°F) 0.5 0-5 0 0 0 0 Distillate to 315°C(600°F) 0-27 0-25 5 0-5 0-5 0-5 0-5 D--25 0-25 0-18 8-50 0-25 Residue from distillation to 360°C(660°F) %Volume by Difference 70-94 72-95 73-95 70-95 72-95 Residue Tests: ASTM D 2171 Absolute Viscosity 60°C(140°F) 11.5-44.0 12.5-42.5 12.5-42.5 12.542.5 72.5-42.5 12.0,42.5 12.5-42.5 Pascal Seconds(Poises) (115-440) (125-425) (125-425) (125-425 (125-425) (120-425) (125-425) ASTM D 5 Penetration 25°C(77°F) 200 100 9, 5s-minimum — ` — — 200 ASTM D 5 Penetration, modified with cone,25°C(77°F) 200 180 150 g,5s-minimum 180 180 180 ASTM D 113 Ductility 21 °C(70°F) 1 cm/min. cm-minimum — 100 100 — 100 _ ASTM D 113 Ductility 4°C(39°F) 1 cm/min, 85 100 cm-minimum — 100 100 100 ASTM D 2042 Solubility in Trichloroethylene 99.0 99.0 %-minimum 99.0 99.0 99.0 99.0 99.0 (c) Stri in 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 M-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 2 a 4 Serial Number M 120-07 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 i 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 °F± 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 t 3 °C (140 OF t 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, and SMP 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 162 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. 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-200D, or Sylcrete, or UPM, or EZ Street, or SMP liquid asphalt shall be proportioned into the mixer and mixed for at feast 30 seconds or until a uniformly coated mixture is obtained. The liquid asphalt shall be heated 3 Serial Number M 120-07 to a temperature of 93 °C f 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: Gradation of Extracted A rec ate % Pas sin 'r SIEVE S° :. --5YLCRE E !ZE'. OPTlMlX QPR : iJPM EZ STREET: - . F ND VA: 2b00 ' SMP MIX#2. IX#1 ..� . ° . _ -, MIX#1 MIX42'. MIX#1 MIX#2 12.5 mm(112°) 100 100 100 100 .+; 100 100 100 100 100 100 9.5 mm(318') 90-100 100 90-100 90-100 90 100 100 90-100 95-100 100 90-100 4.75 mm(No.4) 20-55 85-100 20-55 20-55 15-55 7D-100 20-55 80-100 85-100 20-55 2.36 mm(No.8) 5-30 10-40 5-30 5-30 5-30 0-10 10-40 5-30 1.18 mm(No. 16) 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 600 Pm(No.30) 0-7 0-7 0-10 300 um(No.50) 0-5 0-5 0-5 D-5 0-5 0-10 0-5 0-5 75 (No.200) 0-2 0-2.5 0-2.5 0-2 0-4 0-4 D-3 1.5-3.5 Q-4 0-4 Residual Bitumen 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 'Based on percent of total aggregate weight. 2JBased on percent of total mixture weight. 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 February 1, 2007 This specification supersedes Serial Number M 120-07, effective January 15, 2007. 1 RWH/M 120-07 4 B-12 !200-}001 1751 / 4 l8 min. ❑001 1450) 1 4 ti 11{701 ' � O�� 4 N� 4 4-6 [100-1501 n m '0 4-6 1100.1501 Q °o Orange Orange CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM POST MOUNTED °o ' o 11501 m m_ 6001 m o m L24 min. �J L. 4'min. 24 ^I 16001 '� 11,2 ml 16001 TYPE 1 BARRICADE TYPE lI BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE BARRICADE lk Warning lights (If required) GENERAL NOTES All heights Shown shall be measured above the pavement Surface. All dimensions ore In Inches Im11[Imeters) unless otherwise shown. DATE REVISIONS ®mom. ,. ,of tso-woken 1.1-09 Switched V.11$ TRAFFIC CONTROL hmmtLj. , 1 1 English (metric), Omitted DEVICES 11 ht on vertical panel. (Sheet 1 of }i I-1-08 Renumbered Standard "i01�' 1°0f 702001-06. Rev. note for STANDARD 701901-01 temp, signs on Sheet 2. Type B monodlreCtlonol flashing light IBxIB 1450x4501 Orange flogs ws 6' - 12' '_'--'t 11.8 m - 3.6 ml ROAD 1 CONSTRUCTION ENO E L_ NEXT X MILES CONSTRUCTION T Metal or o wood post 24 - 10' G20-t(OY-6036 G20-20(0)-6024 R 51(1.5 m)min. rural Edge of 1600 - S ml a avemeni E a SIGN This signing Is required for all projects 0 4'0.2 ml rural T'12.1 ml min. urban P 'II.B m)urban or face �'" (IF SKLiFILD1 2 miles 13200 m)or more In length, of curb t E ROAD CONSTRUCTION NEXT X 4lILES sign shall be placed SOW 1150 m)In advance of pro- m ]act Rmits. II EfevatrOr of edge E1evotlon of edgo END CONSIRUCiION sign shall be erected at II of poyement of payoment the ena of the Job unless another Job Is wTW; 2 miles (3200 mi. gmbadmenttn SIGNS ON TEMPORARY SUPPORTS Dual sign displays shall be utilized on multl- rang highways. POST MOUNTED SIGNS "* When days ohes dmensloncshcll HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING be 5'I1.5 ml m;n. If located 4F�F Wan curb or paved shoulder are present berond other devices, the height this dimension shall be 24 {600) to the shag be sufficient to be Seen by face of curb or 6' ILB mf to the outside motorists, edge of the paved shoulder. 24 (6001 5 7 r ❑251 (1751 ¢f o 8 1200)Federal series C 7(1801 Fedeoai serles B o I `O �. ..� .. o N O M 20% &T-I OR, 4 0 (513) ]6 (4001 0 (151 E b m AN dimensions are In Inches Imllilmetersl unlese Otherwise shown, FRONT SIDE REVERSE SIDE TRAFFIC CONTROL ...... � FLAGGER TRAFFIC CONTROL SIGN DEVICES G�yro (Sheet 2 of 3i _°"' STANDARD 701901-01 24 t r*A 15001 B'min. ——— — —— —. 12.4 m1 — a o O C C C 00 o I1.2m1 E �° a [ o L N holes p 0 aE m —_ —— ———— — —.-—— —.- 25' 25' 25' camas rr uCtlon IB m [B m oavance 2D0 s 200 t 200 1 rarnrng signs 1 (60 ml 160 ml (60 ml C E [ E C E Y A U W E PLAN 25' g• IB ml I r Foce mpy be 11.5 ml t TYPE A TYPE B TYPE C (45) steppeC or smooth ROOF ROOF OR TRAILER TRAILER Traffic MOUNTED MOUNTED MOUNTED f EDa%Y Chcrnels J ARROW BOARDS 3%z 1901 SECTION A-A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS I I x 12 min. Type A 6 max. 16 az_ maY. E E I 13001 basher I (1501 II (150) Rll (1507 E E II ROAD { CLOSED n I 1 Edge of Li u shoulder 11.,p min; Pavement 1 I (3001 Type A R11-4 ROAD CLOSED TO ALL TRAFFIC flasher Reflectcrized striping may be omitted gOnO Ci oSfO ReAp CLOSED On the baaK side of the barricades. TO TD If o Type III barricade with an attached TKau TRAC FIt TKRU TRAIFIC sign panel which meets NCHAP 350 Is npt ayailaole• the sign may be mounted on on .... .. .. .,..... NCHAP 350 temporory sign Support dlreCtly "h' '/�"' An dimensions are In Inches Imialmetersl In front gt the bgrricade. Pavamgnt unless otherwlee shorn. ROAD CLOSED TO THRU TRAFFIC ®lrw D—,—,.1 frp�p ,.Ik. both 51,ces . Striping shag appear an TRAFFIC CONTROL TYPICAL APPLICATIONS OF bate stiles of the Barr ion at If a sign ill barricade wts C attached DEVICES we�atst� — TYPE III BARRICADES CLOSING A ROAD aloe Da�al whtah meets NOHRP 350 is eat available, the signs may be rnaunted [Sheet 3 of 31 on NCIJRP 350 temporory sign suppor is y STANDARD 701901-01 d�reCti In irant of the pCrriCade. w21-4cO1-4B .�oa a[AD N2R-[10I-4B Or FLARxts L ROAD HWAD MIME AHEAD e(AD ® CD W20.4(4)-48 W20-1101-48 m m m J l J L ---One way / one lane o 0 m min. ———— ——————————————— Type I or Type p 8arrtcades Y perat[0n-► 600'1 —I a a a a -- - ------ - Ja o o Type [ or Type 8 barricades � CD _ .� m I m 30(m max. ® �use0 Type p barricades� E o RU-2 0 00 FOAD AHEAD aDSm FL1L�11 AHEAD Fr For-4fo1. fl 4w20-410)-48 W20-0(o)-45 Or elalntenanee w20-1101-48 and utility rto+a projects soAD oxs+RiHCr Rae RbAD KAO =0 _ wZ0-110)-46 W20-110)^4fl .RCe For W21.4fO]-48 contract construc l rort projects SIGN SPACING Posted Seed Sign SDac(n SYMBOLS 55 1 164 in(500') 50-45 1 115 m (3501 ® Work area Refer to SIGN SPACING TAH4E GENERAL NOTES <45 60_m 4200') for dtatoncea. O Cone, drum or barricade to For approved slderaad cloaurea. This Stondord Is used where at any- (not required for moving operations) time, day or night, any vehicle, epulp- m Cones of 8 m (251 centers for 75 m ment, workers or their activities Sign an portable or permanent support 1250'1. Addltlonal cores may be placed encroach on the pavement roqulrinq at r5 m t501 ceniers. When drume or the closure of one truffle lone in an Type I or Type II barricades ore urban area. Flogger with truffle control sign used- the Interynl between devices may be doubled. All dimensions are in millimeters Ilnehes) Barricade or drum with flashing light wveaa otherwise shown, `Y g ® Canes. Drums or barricades at 6 m (241 centers. DATE REVISIONS I t1 �fp ®troll.o.w.-+..�+eH r.f.HncrrsHRSR Type III barricade with flashing lights URBAN LANE CLOSURE. I--OB Added note 2L, 2W. UNDIVIDED I-i-05 Deleted FLARGER SYMBOL n.RRDrrD by L xoDF 319n and repoaltloned STANDARD 701501-04 Q+.;.1 flo era. C�Ty Reviewed By: Agenda Item Number 2 a 0 J -% Legal ❑ EST. 1836 Finance ❑ 1 �� Engineer `} �` Tracking Number 0 City Administrator � ❑ =O Consultant Pw 'goo R _ a El Agenda Item Summary Memo Title: Fountainview Development—IDOT Letter of Understanding Meeting and Date: April 21,2009 Public Works Committee Synopsis: This letter of understanding is for modifications to the existing traffic signal at Route 47 entrance to the Fountainview development. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize Mayor to sign. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: CIT� o Memorandum E51: 1 ._ _ 1836 To: Brendan McLaughlin, City Am 7n sr4r a}o r 01 From: Joe W Y� r o 17 City En gineer O f-i p CC: Lisa Pickering, Deputy City Ole�k 2 <AIL.E Date: April 14, 2009 Subject: Fountainview Development—IDOT Letter of Understanding Attached find the IDOT Letter of Understanding regarding modifications to the existing traffic signal on Route 47 constructed at the entrance to the Fountain Village of Yorkville development. Rather than incorporating these items into the future IDOT highway permit for Fountainview, IDOT requires this separate letter of understanding.All of the terms in this letter of understanding are similar to past agreements between the City and IDOT. The current Fountain Village agreement with IDOT has the city paying for 100%of the maintenance and electricity costs of the existing traffic signal because the west leg is a private entrance. This is standard IDOT policy. With the dedication of east leg of this intersection as a city street(Fountainview Drive), the maintenance cost for the traffic signal would become 50% IDOT and 50%city. The city would still be responsible for 100%of the electricity, streetlighting, and emergency vehicle pre-emption costs. Please place this item on the April 21,2009 Public Works Committee agenda for consideration. Illinois Department of Transportation Division of Highways I District 3 700 East Norris Drive 1 Ottawa, Illinois 161350-0697 Telephone 8151434-6131 April 14, 2009 The Honorable Valerie Burd Mayor of Yorkville 800 Game Farm Road Yorkville, IL 60560 LETTER OF UNDERSTANDING Permit Application L-10829 Illinois 47 and Fountain Village/Fountain View Kendall County Dear Mayor Burd: This letter of understanding serves as a supplement to IDOT's issuance of a highway permit to the City of Yorkville relevant to the proposed traffic signals to serve Illinois 47 with Fountain Village/Fountain View. It is mutually agreed that the City of Yorkville will assume responsibility for 100%of road construction and related traffic signal installation. All work will be done in accordance with the specifications of the permit. The City of Yorkville will continue lts maintenance of watermain, sanitary storm sewer, sidewalk, highway lighting and appurtenances located behind the curb. The commercial entrances shall remain the jurisdiction of the respective property owners. The City of Yorkville will assume 100%construction cost of the traffic signal, emergency vehicle preemption and lighting installation. The cost and responsibility of providing electrical energy and maintenance of the said signal, emergency vehicle preemption and lighting on IL Route 47 will be as indicated below. Maintenance Energy Level of Intersection State% Ci State % Ci Mainten nce Traffic Signals 50 50 50 50 l At IL 47 and Fountain Village— Fountain View Lighting at 1L 47 and 0 100 0 100 1 Fountain Village— Fountain View Emergency Vehicle 0 100 0 100 Preemption at IL 47 and Fountain Village— Fountain View Mayor Burd April 14, 2009 Page 2 It is mutually agreed that the actual signal maintenance will be performed by the City of Yorkville, either with its own forces or through on ongoing contractual agreement. Upon acceptance by IDOT of the new traffic signal installation(s) included herein, the responsibility for maintenance and energy outlined above shall become part of the Master Agreement executed by IDOT and the City of Yorkville on July 6, 2001. ]DOT retains the right to control the sequence of timing of the traffic control signals installed at the said intersection. All current city ordinances, regulating parking, encroachments sanitary/storm water drainage along Illinois Route 47 shall remain in effect. Upon completion of the intersection, IDOT will assume responsibility of maintaining all through and turning lanes of IL Route 47. The Department will assume maintenance of all curb and gutter adjoining the traffic lanes of IL Route 47. You will note three copies of this Letter of Understanding are enclosed for your review. If you are in agreement with these proposals, please affix your original signature in the space provided on all three copies, retain one for your files and return two copies to the IDOT District 3 office in Ottawa. If you Have any comments or questions concerning this project, please feel free to contact Dan Devine at 815-434-8505. Your cooperation is appreciated. Sincerely, George F. Ryan, P.E. Deputy Director of Highways, Regi al Engineer By: Bruce A. Hucker, P.E. District Operations Engineer DD= s:loprVetter of understanding Yorkville Approved: Mayor Valerie Burd, City of Yorkville Date _♦�� C�Tr Reviewed By: Agenda Item Number J T Legal ❑ {� Finance ❑ EST. � f 1836 Engineer � �' g , Tracking Number -4 le' TO City Administrator ❑ Consultant ❑ Pw (q w-4 _ L� , <LE Syr. ❑ Agenda Item Summary Memo Title: Aldi's Redevelopment—Easement Agreements Meeting and Date: April 21, 2009 Public Works Committee Synopsis: These easement agreements establish utility and traffic signal easements on this property. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: VI, Memorandum i � EST 1 — lass To: Brendan McLaughlin, City Administrat-q� •G �E � From: Joe Wywrot, City Engineer 0� � � p CC: Lisa Pickering, Deputy City C ei ?•��LE Kathy Orr, City Attorney Date: April 14, 2009 Subject: Aldi's Redevelopment–Easement Agreements Attached find copies of two proposed easement agreements for the referenced development. The first easement agreement is for proposed and future public utilities. This easement document also expands the size and clarifies terms of the existing easement over the stormwater basin. The second easement agreement is for traffic signal detector loops that will be placed in the Aldi driveway entrance by the Countryside Center developer. The traffic signal is planned to be constructed later this year as a separate project. I recommend that these easement agreements be approved. Please place this item on the Public Works Committee agenda of April 21, 2009 for consideration. PUBLIC UTILITY EASEMENT AGREEMENT KNOW ALL MEN BY THESE PRESENTS THAT: Aldi Inc., an Illinois corporation ("Grantor"), in consideration of the sum of Ten and 001100 Dollars ($1 0.00)and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby grant, bargain, sell and convey to the United City of Yorkville, a Municipal Corporation, its successors, and assigns(hereinafter collectively"Grantee"), in consideration of the covenants to be kept and performed by the Grantee herein, certain easements, upon and across certain portions of the tract of land described in Exhibit A (the "Aldi Property"), attached hereto and made a part hereof, and as more particularly depicted in the respective attached exhibits, as more particularly set forth herein: 1) 10' P.U. & D.E. Easement: A nonexclusive easement is hereby reserved for and granted to the Grantee to construct, install, reconstruct, repair, remove, replace and inspect facilities for the underground (except as to electricity and telephone which may be overhead) transmission and distribution of water, storm sewers, sanitary sewers, gas, electricity, telephone, cable television lines, and all necessary appurtenant facilities thereto, within the 10' foot wide area, as such is depicted, designated, and described on the attached Exhibit B-1, as "10' P.U.&D.E.", together with a right of access thereto for the personnel and equipment necessary and required for such uses and purposes. The Grantee, and its agents, successors and assigns may permit holders of existing franchises with the Grantee to occupy said easements, said holders being bound by the terms described herein. The Grantee is hereby granted the right to enter upon easements herein described for the uses herein set forth and the right to cut, trim, or remove any trees, shrubs or other plants within the areas designated as 10' P.U.&D.E., which interfere with the construction, installation, reconstruction, repair, removal, replacement, maintenance and operation of their transmission and distribution systems and facilities appurtenant thereto. No permanent buildings, structures, or obstructions shall be constructed in, upon, or over any areas designated as 10' P.U.&D.E., but Grantor may use such areas for parking, gardens, shrubs, trees, landscaping, driveways, and other related purposes that do not unreasonably interfere with the uses herein described. Except as otherwise provided herein, the occupation and use of the non-exclusive easement herein granted and reserved for the Grantee shall be done in such a manner so as not to interfere with or preclude the occupation and use thereof by Grantor or other entities for which such easements are granted and reserved. No use or occupation of said easements by Grantee shall cause any change in grade or impair or change the surface drainage patterns. 2) 25' P.U. & D.E. Easement: A non-exclusive easement is hereby reserved for and granted to the Grantee to construct, install, reconstruct, repair, remove, replace and inspect facilities for the underground (except as to electricity and telephone which may be overhead) transmission and distribution of water, storm sewers, sanitary sewers, gas, electricity, telephone, cable television lines, and all necessary appurtenant facilities thereto, within the 25' foot wide area, as such is depicted, designated, and described on the attached Exhibit B-2, as "25' P.U. &D.E.", together with a right of access thereto for the personnel and equipment necessary and required for such uses and purposes. The Grantee, and its agents, successors and assigns may permit holders of existing franchises with the Grantee to occupy said easements,said holders being bound by the terms described herein. The Grantee is hereby granted the right to enter upon easements herein described for the uses herein set forth and the right to cut, trim, or remove any trees, shrubs or other plants within the areas designated as 25' P.U. &D.E., which interfere with the construction, installation, reconstruction, repair, removal, replacement, maintenance and operation of their transmission and distribution systems and facilities appurtenant thereto. No permanent buildings, structures, or obstructions shall be constructed in, upon, or over any areas designated as 25' P.U. &D.E., but Grantor may use such areas for parking, gardens, shrubs, trees, landscaping, driveways, and other related purposes that do not unreasonably interfere with the uses herein described. Except as otherwise provided herein, the occupation and use of the non-exclusive easement herein granted and reserved for the Grantee shall be done in such a manner so as not to interfere with or preclude the occupation and use thereof by Grantor or other entities for which such easements are granted and reserved. No use or occupation of said easements by Grantee shall cause any change in grade or impair or change the surface drainage patterns. 3) 10' Watermain Easement: An easement is hereby reserved for and granted to the Grantee over all of the areas depicted, designated, and described on the attached Exhibit B-3 as "10' Watermain Easement" for the perpetual right, privilege, and authority to survey, construct, reconstruct, repair, inspect, maintain and operate underground water mains and other related structures and appurtenances as may be deemed necessary by Grantee, over, upon, along, under and through said 10' Watermain Easement, together with the right of access across the property for necessary personnel and equipment to do any of the above work. The right is also granted to cut down, trim or remove any trees, shrubs or other plants within the 10' Watermain Easement that interfere with the operation of sewers or other utilities. No permanent buildings shall be placed on the 10' Watermain Easement. No change to the topography or stormwater management structures within the 10' Watermain Easement shall be made without express written consent of the Grantee's engineer, but same may be used for purposes that do not then or later interfere with the aforesaid uses or rights. No permanent buildings, structures, or obstructions shall be constructed in, upon, or over any areas designated as the 10' Watermain Easement, but Grantor may use such areas for parking, gardens, shrubs, trees, landscaping, driveways, and other related purposes that do not unreasonably interfere with the uses herein described. Except as otherwise provided herein, the occupation and use of the non-exclusive easement herein granted and reserved for the Grantee shall be done in such a manner so as not to interfere with or preclude the occupation and use thereof by Grantor or other entities for which such easements are granted and reserved. No use or occupation of said easements by Grantee shall cause any change in grade or impair or change the surface drainage patterns. 4) Notwithstanding anything to the contrary herein, the easements granted herein are made under the additional terms and conditions, wherein the Grantee agrees: (a) to at all times, perform its construction and maintenance obligations hereunder in a manner so as not to unreasonably impair, interfere with or block the access to (including but not limited to impairing, interfering with, or blocking truck and/or vehicular access) or business operations of the Aldi Property; (b) to restore the surface of said easement areas to the condition thereof existing at the time of entry upon same, including (i) repaving of parking areas to a depth matching the existing pavement, (ii) replacing any trees, shrubs, mulch, or other plants which Grantee removed, except those which would interfere with operation of the above transmission and distribution systems and facilities appurtenant thereto, and (iii) leaving the surface of such easement level and free of all debris, rocks in excess of one inch (1"), and gravel, and providing a covering of a minimum of six inches(6°)of clean, black, fertile top soil and replanting of grass whenever disturbed; (c) to replace all lot lines and property line stakes moved or disrupted in the course of performing work in connection with the purpose of which the easement herein is granted (to be completed by a State of Illinois licensed surveyor). 5) The easements contained herein shall be treated as covenants running with the land, and shall be binding upon the successors, heirs, and assigns of each party hereto. [Signature Page Follows] IN WITNESS WHEREOF, the Grantors and Grantee have hereunto set their hands and seals this ___ _ day of , 2009. United City of Yorkville, Aldi Inc. a municipal corporation an III co rat' By: By: Valerie Burd, Mayor Heather Moore, ice President By: Jackie Milschewski, Clerk STATE OF ILLINOIS ) COUNTY OF GRUNDY ) The foregoing instrument was acknowledged before me this day of , 2009, by Valerie Burd, Mayor of the United City of Yorkville, and Jackie Milschewski, Clerk of the United City of Yorkville, on behalf of said municipal corporation. Notary Public STATE OF ILLINOIS ) } COUNTY OF GRUNDY ) �v} The foregoing instrument was acknowledged before me this 30 day of i i If��(� .. , 2009, by Heather M. Moore,Vice President of Aldi Inc., an Illinois corporation, on behalf of said corporation. Notary Public OFFICIAL SEAL Prepared by and return to: OFFICIAL L. COLEBANK Kayne Law Group NOTARY PUBLIC,STATE OF ILLINOIS Attn: Ryan Crossley MyCOMMISSIONEXPIRES10,30.2012 612 Park Street, Suite 200 Columbus, Ohio 43215 (614) 223-8800 Exhibit A LOT 1 IN HATCHER COMMERCIAL DEVELOPMENT, YORKVILLE, KENDALL COUNTY, ILLINOIS. Exhibit B-1 Page 1 of 2 10' P.U. & D.E. EASEMENT EXHIBIT 9 IILINOI3 STATE ROUTE 8 NO3-36' 7-E(M) NO. 47 S0335`Ir R) SO]351 1'W(R) S M03'36'27"E(M) }7 271.07•(M&R) r r � r � r r r r r ro ,� r ="; V v A� r r r r r r - r r . r r . r . r r r NORTH r r r r r r S07'2g' � r I PREPAREOFOR 270.46'(R 55"W(R) ) S07-27-11-W(M) -j SCALE I" a $0'CONSULTANTS LD' P.U. do D.E. EASEMENT EXHIBIT """'�"Ba' '�As I Woo eao m wu wuN Eao m rasa NAPERVILLE IL SPRINGFIELO,L SOUTH BEND,W HATCHER COMMERCIAL. DEVELOPMENT CHr-4w.IL COLUNBUS,OH GRIFFITK W OF MER.M FORT WORTH.7% YORKMLLE, KENDALL COUNTY, ILLINOIS cpv jw=03cwm2 rE _s B�M7B E;E)oov az�awlG Exhibit B-1 Page 2 of 2 n 10' P.U. & D.E. EASEMENT EXHIBIT LEGAL DESCRIPTION r a THE NORTH AND EAST 10 FEET OF LOT 1 IN HATCHER COMMERCIAL DEVELOPMENT, BEING A SUBDIVISION IN THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN IN THE UNITEDIO' W CfTY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. P"EPALLEOFOM 10' P.U. & D.E. EASEMENT EXHIBIT I.17"ICLAL.rlutr..w.A "A'uwu14wlro.ws�a LEGAL DESCRIPTION NAP E"LLE 1L SMrNGFIELO IL SOUTH SEND TN s HATCHER COMMERCIAL DEVELOPMENT GRFWH 4N oE� CO jR�YORKVILLE, KENDALL COUNTY, ILLINOIS JN"vwN3°L'aY :A c wwm 7.Y°_YF_]3�Vm LA01Oa1,4NSO 1C Exhibit B-2 Page 1 of 2 25' P.U. & D.E. EASEMENT EXHIBIT f ~ °z S82'34, j 489.9 0 25' sD 1 BCAIE I• W 25.00'l O � z � ��O f o� f ti t �ti I G� .0 1 �� r 25.00' �a 47I.79'(uR� !l r win N82'34'05-W(M R) 00 z(n LOT HATCHER COMMERCIAL DEVELOPMENT FREPAMOFOR WEAVE! BOOS 25' P.U. do D.E. EASEMENT EXHIBIT """''u 0llua ;aff A.NPUMLLF lUJ:M q.o u0 »J' NN as Tn�5O HATCHER COMMERCIAL DEVELOPMENT ��w Cmumaus`.CH 5 Ftl YMT14 T IN 1 GRTFITH IN Fe R C0 FORI WORTH,711 YORKIALLE, KENDALL COUNTY, ILLINOIS 7RAWRercmv DATE 0= IFILEDD S�q_SITES. REVIEWE013Yl10B CAa0917-3M4MG IA Exhibit B-2 Page 2 of 2 25' P.U. & D.E. EASEMENT EXHIBIT LEGAL DESCRIPTION Rs C �Z F THE WESTERLY 25 FEET OF LOT 1 IN HATCHER COMMERCIAL DEVELOPMENT, BEING A SUBDIVISION IN THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. PREPAREOFOR WEAVER S CONSULTANTS 25' P.U. & D.E. EASEMENT EXHIBIT """'m"TM'�*�""* ""O1 IU-L O OW" o rir-uu�N PWO1 rtr.M60lwnl rtr.wco LEGAL DESCRIPTION NAPEFMLLE.IL SPRMFIELD.IL Soun+BEND.LN 1 HATCHER COMMERCIAL DEVELOPMENT CRIFI�FTH W COLDEN 00 FORTYOORTKTX YORKVILLE, KENDALL COUNTY, ILLINOIS DRAWN BY'CP,V DATE 03MM mr:DO SHZ WES. RE%AFN*DBYMDB CA130217-M&UM Exhibit B-3 Page 1 of 2 $ 10' NATERMAIN EASEMENT EXHIBIT S 6 � 582'34'os"�(na&R Y — S84'P1'02"E 489 97'( ) N0856'43'E 266.64'— 267764 3.96' POINT OF ND 10 427.E 221'D0 _ $EGf1YNING N64' 2'W 110.00' Z 10' w � '� f �58;2��.J 5��663'W ATERMAIN EASEA}EN7 i0' ►✓ATERMAlN�I �31V84'2102'w J•6 `r EASEMENT ;l^j �� f;,N z° j lton W� N81*36 I.y s 08"w ^N �b O p CD In Z n' at O ., z Vp�G`�' on GQ o 2s W. I 3CAI$ 1 a 50. W f� in 47i.7g' 0 o N62'J4'05(W(M&R} z In LOT 2 HATCHER COMMERCIAL OEVELDPMENT PRIEPAREOFM WEA 10' �1fATERMAIN EASEMENT EXHIBIT 11013"'T"*'°`* (MU,,) =VILUS,ALmM loin ND T17.4/4� NIIINI l.TG M-AaW LFAZI NAnFMLLE.rL WRINOFIRO IL SOUTH 89N2 W i HATCHER COMMERCIAL DEVELOPMENT GAHIIGAGO IL OIXUblEaco FORY WORTH.rA YORKVILLE, KENDALL CDUNTY, ILLINOIS '�"I�'�°cPV °"=c�mco 2 s srt s a:V;,Y._73"1MLF3 ;JL7:a•r.376.7'NG Exhibit B-3 Page 2 of 2 10' WATERMAIN EASEMENT EXHIBIT LEGAL DESCRIPTION THAT PART OF LOT 1 IN HATCHER COMMERCIAL DEVELOPMENT, BEING A SUBDIVISION IN THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP p 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING Al A POINT ON THE NORTH LINE OF SAID LOT 1 SAID POINT BEING 267.64 FEET SOUTHEAST OF THE NORTHWEST CORNER THEREOF AS MEASURED ALONG SAID NORTH LINE; THENCE ALONG THE NORTHERLY LINE OF SAID LOT 1 SOUTH 82 DEGREES 34 MINUTES 05 SECONDS EAST, A DISTANCE OF 10.00 FEET; THENCE SOUTH 08 DEGREES 56 MINUTES 43 SECONDS WEST, A DISTANCE OF 13.66 FEET; THENCE NORTH 84 DEGREES 21 MINUTES 02 SECONDS WEST, A DISTANCE OF 58.52 FEET; THENCE SOUTH 08 DEGREES 23 MINUTES 52 SECONDS WEST, A DISTANCE OF 60.85 FEET; THENCE NORTH 81 DEGREES 36 MINUTES 08 SECONDS WEST, A DISTANCE OF 10.00 FEET; THENCE NORTH 08 DEGREES 23 MINUTES 52 SECONDS EAST, A DISTANCE OF 60.37 FEET; THENCE NORTH 84 DEGREES 21 MINUTES 02 SECONDS WEST, A DISTANCE OF 207.40 FEET TO THE WEST LINE OF SAID LOT 1, SAID LINE ALSO BEING THE EASTERLY RIGHT-OF-WAY LINE OF ILLINOIS STATE ROUTE NO. 47; THENCE ALONG THE WESTERLY LINE OF SAID LOT 1 NORTH 03 DEGREES 36 MINUTES 27 SECONDS EAST, A DISTANCE OF 10.01 FEET; THENCE SOUTH 84 DEGREES 21 MINUTES 02 SECONDS EAST, A DISTANCE OF 266.84 FEET; THENCE NORTH 08 DEGREES 56 MINUTES 43 SECONDS EAST, A DISTANCE OF 3.96 FEET TO THE POINT OF BEGINNING, ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. INFAV PREPIfi£D FQ{ 10' WATERMAIN EASEMENT EXHIBIT 2k.NK ,� ,1WTS&MMOI U&CLUMMWNH LEGAL DESCRIPTION °fA TI'-`°~ M°I° °'°""'� F� NA ERVILtE IL SPRINGFIELD R SINN BEND IN 1 HATCHER COMMERCIAL DEVELOPMENT ea�?�N MOVE RR o FORTV�RIN TX YORKVILLE, KENDALL COUNTY, ILLIN04S RAM3VCpP 7A'_9 ='LEDD_S-LE aEvFV�a 3r w cAra Tanavc 1 fog III b TRAFFIC SIGNAL EASEMENT AGREEMENT KNOW ALL MEN BY THESE PRESENTS: THAT Aldi Inc., an Illinois corporation ("Grantor"), in consideration of the sum of Ten and 001100 Dollars ($10.00)and other good and valuable consideration, the receipt of which is hereby acknowledged, does hereby grant, bargain, sell and convey to the United City of Yorkville, a Municipal Corporation, its successors, and assigns (collectively"Grantee"), in consideration of the covenants to be kept and performed by the Grantee herein, certain easements, upon and across certain portions of the tract of land described in Exhibit A (the "Aldi Property"), attached hereto and made a part hereof, and as more particularly depicted in the respective attached exhibits, as more particularly set forth herein: 1 Detector Loop Easement. Subject to the terms and conditions set forth in this Traffic Signal Easement Agreement, Grantor hereby grants and conveys to Grantee, its successors and assigns, a non-exclusive, perpetual easement and right-of way, to the extent needed in accordance with good construction practices, to enter upon, over, across and through certain portions of the Grantor's property, as more particularly depicted and described as the "Detector Loop Easement" on Exhibit B, attached hereto. Said easement is granted for the sole purposes of installing, operating, and maintaining, at the Grantee's sole cost and expense, and at no cost or expense to Grantor, certain loop detector(s) and/or loop detector systems, as are necessary for the operation of a certain traffic signal at the intersection of State Route 47 and the Aldi Property. Said grant of easement is made under the additional following terms and conditions: The Grantor hereby grants to the Grantee the right of ingress and egress to said Detector Loop Easement Area. The Grantee shall: (1) restore the surface of said Detector Loop Easement to the condition thereof existing at the time of entry upon same, including repaving of driveways and parking areas to a depth matching the existing pavement, and shall leave the surface of such easement level and free of all debris, rocks in excess of one inch (1"), and gravel, and providing a covering of a minimum of six inches (6") of clean, black, fertile top soil and replanting of grass, shrubs and trees whenever disturbed, (2) replace all lot lines and property line stakes moved or disrupted in the course of performing working connection with the purpose of which the easement herein is granted (to be completed by a surveyor licensed in the State of Illinois). Further, said Detector Loop Easement shall be (1) treated as a covenant running with the land, and (2) binding upon the successors, heirs, and assigns of each party hereto. [Signature Page Following] IN WITNESS WHEREOF, the Grantors and Grantee have hereunto set their hands and seals this day of , 2009. United City of Yorkville, Aldi Inc. a municipal corporation an Ill! or ti By: By: - Valerie Burd, Mayor eather Moore, +e President By: Jackie Milschewski, Clerk STATE OF ILLINOIS } COUNTY OF GRUNDY } The foregoing instrument was acknowledged before me this day of , 2009, by Valerie Burd, Mayor of the United City of Yorkville, and Jackie Milschewski, Clerk of the United City of Yorkville, on behalf of said municipal corporation. Notary Public STATE OF ILLINOIS ) COUNTY OF GRUNDY } The foregoing instrument was acknowledged before me this . Q day of %off— , 2009, by Heather M. Moore, Vice President of Aldi Inc., an Illinois corporation, on behalf of said corporation. Iuo No ary Public OFFICIAL SEAT. Prepared by and return to: OFFICIAL L. COLEBANK Kayne Law Group NOTARY PUBLIC,STATE OF ILLINOIS Attn: Ryan Crossley t�vcor►�IlssloNPxPil�siaaa2o�2 612 Park Street, Suite 200 Columbus, Ohio 43215 (614) 223-8800 Exhibit A LOT 1 IN HATCHER COMMERCIAL DEVELOPMENT, YORKVILLE, KENDALL COUNTY, ILLINOIS. Exhibit B Page 1 of 2 DETECTOR LOOP EASEMENT EXHBIT 0 0 $ z SB2.34'05"EN &R) EN ) o ss, w, n v z° ad P) N� P) M n P4 0 7 G� r�r POINT OF � BEGINNING S82•34'DW a- Cf F DETECTOR LDOp� o o 1, i easeMehr J wn N8234'05-W vpi h N,.,:— za zn 4 71.7s,(M kR n n Naz-34'0,5*W(M&'q) ao z0 LOT 2 HATCHER COMMERCIAL DEVELOPMENT PREPAWD FOR WEAVER S MRSULTAM DETECTOR LOOP EASEMENT EXHBIT I'"MWjMLj 1 NUMNA.IWO umI Rl�lOfe OFA t101 71 T-rau MMw uo 717-"W NAPERVILLE IL SPRINGFIELD,LL SDU P1s I-ND N I HATCHER COMMERCIAL DEVELOPMENT CHICAGO,IL ,OLum"O ;OAT TX YORKVILLE, KENDALL COUNTY, ILLINOIS �RA+MIByCPWV DAT=pypypp "LE DD S42 SITES RENEIAEO By 43B :,Aa N'?42yDM0 Exhibit B Page 2 of 2 DETECTOR LOOP EASEMENT EXHBIT LEGAL DESCRIPTION N �r F �aC r PART OF LOT 1 IN HATCHER COMMERCIAL DEVELOPMENT, BEING A SUBDIVISION IN THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID LOT 1, SAID LINE ALSO BEING THE EASTERLY RIGHT-OF-WAY LINE OF ILLINOIS ROUTE NO. 47, SAID POINT BEING 230.98 FEET SOUTH OF THE NORTHWESTERLY CORNER THEREOF AS MEASURED ALONG SAID WESTERLY LINE; THENCE SOUTH 82 DEGREES 34 MINUTES 05 SECONDS EAST, A DISTANCE OF 61.60 FEET; THENCE SOUTH 07 DEGREES 25 MINUTES 55 SECONDS WEST, A DISTANCE OF 24.00 FEET; THENCE NORTH 82 DEGREES 34 MINUTES 05 SECONDS WEST, A DISTANCE OF 60.00 FEET TO THE WESTERLY LINE OF SAID LOT 1; THENCE ALONG SAID WESTERLY LINE NORTH 03 DEGREES 36 MINUTES 27 SECONDS EAST, A DISTANCE OF 24.05 FEET TO THE POINT OF BEGINNING, ALL IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. PREFOMDFOR WEAVER BOOS CONSULTAM DETECTOR LOOP EASEMENT EXHIBIT Ima U.bin&symm,sum A,m�§.� NO 71748/ MAIM X 0 71TA&W LEGAL DESCRIPTION NAPERIALLEAL SMINGREXU.q CHCAGO.IL COLUMBUS,OH SOUTH eENO.IN + HATCHER COMMERCIAL DEVELOPMENT GRIFFITH IN OENWR.GO FORT VMTH,Tx YORKVILLE, KENDALL COUNTY, ILLINOIS oavrrrl -cav yr_q.%== :e oo srz s-es REvEv*Dvm79 CA3CQ-T- &OWC cly. Reviewed By: Agenda Item Number J� � Legal ❑ g ` l Finance E]EST. � lass Engineer � `� 1��'`` Tracking Number 4-1 O City Administrator Consultant ❑ P W 90000 — LI a Agenda Item Summary Memo Title: Morgan Street (Fox to Washington) Meeting and Date- April 21,2009 Public Works Committee Synopsis: This proposal is to add patching and an overlay of a section of Morgan Street to the Fox Road LAPP project. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: None at this time Council Action Requested: None at this time Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: 't�� Card Memorandum q E EST, I lass To: Brendan McLaughlin, City Administr4tq i� .� From: Joe Wywrot, City Engineer 0 CC: Lisa Pickering, Deputy City Cleat Eric Dhuse, Director of Public Works <<E Sue Mika, Finance Director Date: April 15, 2009 Subject: Morgan Street(Fox to Washington) Alderman Allen asked about the possibility of adding Morgan Street(from Fox Road to Washington Street)to the Fox Road LAPP project that is currently out to bid. This block of Morgan Street is about 175 feet long, and the road is 22 feet wide. The edges are failing due to inadequate shoulder drainage. Please note that while this work would end just north of the Morgan/Washington intersection,that intersection and sections of Morgan south of Washington are not in good condition. Using EEI's estimated unit pricing for the Fox Road project,the work is estimated to cost about $24,000. See the attachment for details. While the Fox Road project is MFT eligible, IDOT has informed us that we cannot use MFT funds to pay for the work on Morgan Street, and that we cannot add the work to the Fox Road project by change order. The scope of work is too large. We would have to enter into a separate agreement with the contractor and pay for the work through our general fund. Please keep in mind that our Public Works Department would also have to re-grade and landscape the parkways to provide for better drainage to keep the base failure from reoccurring. Please place this item on the Public Works Committee agenda of April 21, 2009 for consideration. 14-Apr-09 Cost Estimate Morgan Street (Fox-Washington) Repairs Item Quantity Unit Unit Price Cost 1 Scarifying & Regrading 430 SY $6.25 $2,687.50 Existing Asphalt Surface 2 Porous Gran Embankment 100 TON $25.00 $2,500.00 3 Geotechnical Fabric for 155 SY $2.50 $387.50 Ground Stabilization 4 Class D Patch, T4 6 155 SY $55.00 $8,525.00 1 Bit. Matls. Prime Coat 43 GAL $2.50 $107.50 5 HMA SC "D" N50 50 TON $86.00 $4,300.00 2 HMA Surf Rem Butt Joint 30 SY $10.00 $300.00 Subtotal $18,807.50 plus 10% construction engrg. $1,880.75 plus 15% contingency $2,821.13 Total: $23,509.38 * Consists of 18" undercut and backfill wl 12" CA-3 VID C1T� Reviewed By: Agenda item Number Legal ❑ #, EST. 1836 Finance ❑ Engineer ❑ Tracking Number �� 1 City Administrator F1 O Consultant ❑ P N.+L'.i Lcuy ❑ Agenda Item Summary Memo Title: Proposed Change to City Code regarding Weed Abatement Meeting and Date: Public Works 4121/09 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Brendan McLaughlin City Administrator Name Department Agenda Item Notes: Attached is a redlined version of city code regarding weed abatement procedures. It amends the notification process and adds grass over eight inches as a nuisance in Title 4, Chapter 1 allowing us to eliminate Chapter 2 of Title 4 as it is essentially a duplicate to Chapter 1. 4-1-5: NUISANCES AND OFFENSIVE CONDITIONS, GENERALLY: A. Existence Of Nuisance: It shall be unlawful for any person to maintain or permit the existence of any nuisance within the city. B. Nuisances: The following nuisances described and enumerated shall not be exclusive, but shall be in addition to all other nuisances described and prohibited in this code: 1. Things Interfering With Peace Or Comfort: Sounds, animals, or things which interfere with the peace or comfort, or disturb the quiet of any person in the city. 2. Obnoxious, Offensive Odors: The emission of obnoxious and offensive odors, or the tainting of the air rendering it offensive and/or unwholesome so as to affect the health or comfort of persons residing in the neighborhood thereof. 3. Discharging Of Offensive Matter: The placing, throwing, or discharging from any house or premises and flow from or out of any house or premises, of any filthy, foul, or offensive matter or liquid of any kind, into any street, alley, or public place, or upon any adjacent lot or ground. 4. Water Pollution: The obstruction or pollution of any watercourse or source of water supply in the city. 5. Stagnant Water: Any stagnant pool of water in the city. 6. Emission Of Dense Smoke: The emission of dense smoke from any fire, chimney, engine, oil burner, or other agency in the city so as to cause annoyance or discomfort to the public. 7. Certain Weeds, Grasses, Plants or Vegetables: virtue of the Innis nF [he state of kind, 1 height of eight 'Gt cr tF the i h�un„ a en Gt of land the-shy.Any weeds grass, plant r or vegetable matter, other than trees, bushes, flowers, vegetable gardens or other ornamental_plants to prow to a height exceeding eight inches. C. Notice To Abate: The city, 46 F8PFeG8Rtative, or an authorized agent shall serve er Gause upon the occupant of any premises, if any, and upon the owner thereof, notice of the nuisance violation i^ WhiGh a de Rd is made that the Rui°°^^° 06- , y u i �orrrvrro• avi i'v�w i and where a property owner or occupant cannot be found notice of the nuisance violation may be given by posting a sign in a conspicuous place near the main entrance of a structure or on the Property, the notice shall demand abatement of the nuisance within five days. The city shall cause to be published in a newspaper of general circulation within the city limits once a week for two 2 consecutive weeks during the month of May of each year a notice informing the public that any weeds, grass, plant or vegetable matter, other than trees, bushes, flowers, vegetable gardens or other ornamental plants, which grow to a height exceeding eight inches is a violation of city ordinance and the city may cut the weeds grass, plant or vegetable if the violation is not abated within five days after notice is given and the Property owner shall be liable to the city for its costs. It shall be unlawful for anyone to deface tamper with or remove any posted notice unless authorized by the city or an authorized agent. D. Nuisance Abatement: The city attorney or any citizen of the city, when such a nuisance exists as set forth in this section, may maintain a complaint in the name of the city, perpetually, to enjoin all persons from maintaining or permitting such nuisance and to abate the same. In addition, the city police, officers, inspectors or employees, upon observing any violation of this section may enter upon private property and summarily abate any nuisance if the person served with notice does not abate the nuisance within five (5) days. E. Liability For Costs: The city shall have the authority to bill and collect from the property owner the reasonable cost of abating the nuisance. The city shall send a bill for the abatement costs to the same address where the tax bill for the general property taxes on the subject property for the preceding year was sent. If the abatement costs are not fully paid within thirty (30) days, a second billing notice will be sent. F. Lien: If the abatement costs are not paid within fifteen (15) days of the second billing notice, the city shall place a lien upon the property affected. Notice of the lien shall be given to the property owner. Said notice shall consist of a sworn statement setting out: 1) a description of the property sufficient for identification thereof, 2) the amount of the abatement costs incurred or payable, and 3)the date(s) when such abatement costs were incurred by the city. Said lien shall be superior to all other liens and encumbrances, except tax liens, provided that within sixty (60) days after such abatement costs are incurred, the city, its agent, or authorized contractor files notice of lien in the office of the recorder of deeds of Kendall County, Illinois. However, said lien shall not be valid as to any purchaser whose rights in and to such property have arisen subsequent to the abatement of the nuisance, and the lien of the city shall not be valid as to any mortgagee,judgment creditor, or other lienor whose rights in and to such property arise prior to the filing of such notice. Upon payment of the abatement costs, the lien shall be released by the city and the release may be filed of record. (Ord. 2008-05, 2-12-2008)