No preview available
HomeMy WebLinkAboutPacket - 08/29/2011 - City Council City of MCHenry 1,�z 333 South Green Street www.ci.mchenry.il.us McHenry, Illinois 60050-5495 Mayor's Office (815) 363-2108 AGENDA Fax (815) 363-2119 REGULAR CITY COUNCIL MEETING Monday, August 29, 2011, 7:30 PM Administration (815) 363-2100 1. Call to Order Fax (815) 363-2119 2. Roll Call Construction and 3. Pledge of Allegiance Neighborhood Services 4. Presentation: 11 U McHenry Cobras Baseball Team (815) 363-2170 Fax (815) 363-2173 5. Public Input Session: 10 Minute Limitation 6. Consent Agenda: Finance Department A. Contract for the (815) 363-2100 purchase of Bulk Rock Salt through State of Illinois Joint Fax (815) 3-2100 9 Purchasing Program; B. IDOT Intergovernmental Agreement for Traffic Signal Maintenance; C. MFT Resolutions for the purchase of rock salt, 2006 though 2010; Parks and Recreation D. Temporary use permit for Seasonal Landscape Waste Transfer Facility, Meyer (815) 363-2160 Material, 1819 Dot Street Fax (815) 363-3186 E. Purchase of two mowing units through State of Illinois Purchasing Program and National IPA contract for Parks Maintenance not to exceed $73,737.11; Police Non-Emergency F. Request to post temporary advertising signs in municipal right-of-ways, Hilltop (815) 363-2200 Elementary School PTO annual steak fry; Fax (815) 363-2149 G. Request for temporary use permit for Barbeque Cook0off fundraiser, Bjorkman's Ace Hardware, 4520 W. Crystal Lake Road; Public Works H. Special Event Liquor License, St. Patrick Church Oktoberfest; (815) 363-2186 I. Special Use/Picnic Permits; Fax (815) 363-2214 J. August 15, 2011 City Council meeting minutes; and K. List of Bills. 7. McHenry Elementary Education Foundation Walking for Words 5K Run/Walk-a-Thon in Park Ridge Mayor Estates subdivision, September 12, 2010 Susan E. Low 8. Kelly Miller Circus use of Petersen Park on September 13 through September 15, 2010 and City Clerk temporary waiver of Municipal Code Chapter 16, Sec 16-25 to allow overnight stays in the park Janice C. Jones 9. Not-for-Profit Resources second annual Human Race 5K Run on Saturday, April 15, 2012 in the Treasurer McHenry Corporate Center Steven C. Murgatroyd 10. Conditional use permit for a restaurant serving alcoholic beverages, 2302 N. Richmond Road Aldermen 11. Class G1 liquor license from CNL Restaurant, LLC d/b/a Sakura restaurant at 2302 North Richmond WARD 1 Road, and ordinance increasing number of Class G1 licenses from six to seven Victor A. Sand 12. Amendment to Ordinance No. 095-709 permitting weekly church services at 4724 W Crystal Lake WARD 2 Road and Ordinance granting a conditional use permit and variance for 4724 W Crystal Lake Road. Andrew A. Glab 13. Preliminary and Final Plat of Subdivision for Lot 1 A and Resubdivision of Lot 1 in Rubloff Towne Centre WARD 3 14. Conditional use permit to allow a drive-thru facility and outdoor seating in conjunction with a restaurant, Jeffrey A. Schaefer Panda Express, 2476 North Richmond Road WARD 4 15. Sign variance for Panda Express, 2476 North Richmond Road Geoffrey T. Blake 16. Mayor Statement and Reports WARD 5 17. Committee Reports Richard W. Wimmer 18. Staff Reports WARD 6 19. Future Agenda Items Robert J. Peterson 20. Adjournment WARD 7 Posted:August 24, 2011 Geri A. Condon CONSENT AGENDA The Consent Agenda for the August 29, 2011 , City Council meeting consists of the following items: A. Contract for the purchase of Bulk Rock Salt through State of Illinois Joint Purchasing Program; B. [DOT Intergovernmental Agreement for Traffic Signal Maintenance; C. MFT Resolutions for the purchase of rock salt, 2006 though 2010; D. Temporary use permit for Seasonal Landscape Waste Transfer Facility, Meyer Material, 1819 Dot Street E. Purchase of two mowing units through State of Illinois Purchasing Program and National IPA contract for Parks Maintenance not to exceed $73,737.1 1; F. Request to post temporary advertising signs in municipal right-of-ways, Hilltop Elementary School PTO annual steak fry; G. Request for temporary use permit for Barbeque Cook0off fundraiser, Bjorkman's Ace Hardware, 4520 W. Crystal Lake Road; H. Special Event Liquor License, St. Patrick Church Oktoberfest; I. Special Use/Picnic Permits; J. August 15, 2011 City Council meeting minutes; and K. List of Bills. CONSENT AGENDA TO: Mayor and City Council FROM: Carolyn Lynch, Finance and Accounting Manager FOR: August 29, 2011 Regular City Council Meeting RE: MFT Resolutions for State Purchase of Rock Salt,2006 through 2010 ATT: IDOT Resolutions Background. Annually the city purchases rock salt for ice control through the Illinois Department of Central Management Services. A blanket order on an as needed basis is submitted and paid for through Illinois Motor Fuel Tax (MFT) funds. Each month the city is issued warrants pursuant to the MFT Fund Distribution statute. Expenditures for the purchase of rock salt require the adoption of a resolution appropriating the funds. Analysis. While preparing audit documents for IDOT it was discovered that since 2005, resolutions allocating MFT funds for the purchase of rock salt were not executed. Adoption of the attached resolutions will bring the city into compliance with IDOT requirements. Recommendation. Staff recommends the Mayor's execution of the attached resolutions allocating MFT funds for the purchase of rock salt from 2006 through 2010. Illinois DEWmeat Resolution for Maintenance of of Tran OrtahOn Streets and Highways by Municipality Under the Illinois Highway Code BE IT RESOLVED, by the Council of the (Council or President and Board of Trustees) City of McHenry , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $96,948.73 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from January 1, 2006 to December 31, 2006 (Date) (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 Schaumburg , Illinois. I, Janice Jones Clerk in and for the City of McHenry County of McHenry (City,Town or Village) , hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council at a meeting on (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) Clerk (City,Town or Village) Approved Date Department of Transportation Regional Engineer Printed 8/23/2011 BLR 14230(Rev. 11/06) Illinois Department Request for Expenditure/Authorization of Transportation of Motor Fuel Tax Funds For District Use Only Transaction Number Municipality McHenry County McHenry Date Rd. District Checked by Section 06-00000-00-GM I hereby request authorization to expend Motor Fuel Tax Funds as indicated below. Purpose Amount ContractConstruction ............................................................................................................................... DayLabor Construction ........................................................................................................................... Right-of-Way(Itemized On Reverse Side)................................................................................................ Engineering............................................................................................................................................... MaintenanceEngineering ......................................................................................................................... EngineeringInvestigations........................................................................................................................ OtherCategory.......................................................................................................................................... ObligationRetirement............................................................................................................................... Maintenance.............................................................................................................................................. 96,948.73 Co. Eng./Supt. Salary&Expenses (Period from to ) IMRFor Social Security............................................................................................................................ Interest Total $ 96,948.73 Comments Approved Date , Signed by Date Department of Transportation Title of Official Regional Engineer Printed 8/22/2011 Page 1 of 2 BLR 09150(Rev.11/06) Illinois Department Municipal Maintenance of Transportation Expenditure Statement Section Number: 06-00000-00-GM Municipality: I hereby certify that the maintenance operations shown below were completed in accordance with the items of work listed on the Municipal Estimate of Maintenance Costs, Form BLR 14231 approved on , and revised or supplemental Municipal Estimate of Maintenance Costs, Form BLR 14231, approved on , and that the expenditure of motor fuel tax funds, for that work, during the period from January 2006 thru December 2006 is as shown and that receipted bills are on file and available for audit. Maintenance Operation Costs Maintenance Operation Completed Group For Groun I II or III For details see approved BLR 14231 i,it,III,iv Labor Materials Equipment Totals 06-00000-01-GM Base Repair, patching, curb repair& restoration Borden Street 19,000.00 $19,000.00 State/Joint Purchase Snow& Ice Removal 96,948.73 $96,948.73 Total Maintenance Cost: $115,948.73 Less Other Contributions and/or Refunds: Net Cost of Maintenance: $115,948.73 Net Cost of Engineering: Maintenance Engineering 1. Total Motor Fuel Tax Funds authorized 115,948.73 2. Net cost to date 3. Unexpended balance $115,948.73 4. Outstanding bills 5. Credit to unobli ated balance line 3 or line 3 minus line 4 $115,948.73 Remarks: Submitted: Approved: Date Date By: Municipal Official Title Regional Engineer Submit Four(4) Copies to Regional Engineer Page 1 of 1 BLR 14310(Rev. 12/05) Printed on 8/23/2011 7:42:48 AM Illinois Department Resolution for Maintenance of of Transportaon Streets and Highways by Municipality Under the Illinois Highway Code BE IT RESOLVED, by the Council of the (Council or President and Board of Trustees) City of McHenry , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $34,250.96 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from January 1, 2007 to December 31, 2007 (Date) (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 Schaumburg , Illinois. I, Janice Jones Clerk in and for the City (City,Town or Village) of McHenry , County of McHenry hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council at a meeting on (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) Clerk (City,Town or Village) Approved Date Department of Transportation Regional Engineer Printed 8/22/2011 BLR 14230(Rev. 11/06) Illinois Department Request for Expenditure/Authorization of Transportation of Motor Fuel Tax Funds For District Use Only Transaction Number Municipality McHenry County McHenry Date Rd. District Checked by Section 07-00000-00-GM I hereby request authorization to expend Motor Fuel Tax Funds as indicated below. Purpose Amount ContractConstruction ............................................................................................................................... DayLabor Construction ........................................................................................................................... Right-of-Way(Itemized On Reverse Side)................................................................................................ Engineering............................................................................................................................................... MaintenanceEngineering ......................................................................................................................... EngineeringInvestigations........................................................................................................................ OtherCategory.......................................................................................................................................... ObligationRetirement............................................................................................................................... Maintenance.............................................................................................................................................. 34,250.96 Co. Eng./Supt. Salary& Expenses (Period from to ) IMRFor Social Security............................................................................................................................ Interest Total $ 34,250.96 Comments Date Approved Signed by Date Title of Official Department of Transportation Regional Engineer Printed 8/22/2011 Page 1 of 2 BLR 09150(Rev. 11/06) Illinois Department Municipal Maintenance Of Transportation Expenditure Statement Section Number: 07- 00000-00-GM Municipality: I hereby certify that the maintenance operations shown below were completed in accordance with the items of work listed on the Municipal Estimate of Maintenance Costs, Form BLR 14231 approved on , and revised or supplemental Municipal Estimate of Maintenance Costs, Form BLR 14231, approved on , and that the expenditure of motor fuel tax funds, for that work, during the period from January 2007 thru December 2007 is as shown and that receipted bills are on file and available for audit. Maintenance Operation Costs Maintenance Operation Completed Group For Grou I II or III For details see approved BLR 14231 I,II,III,Iv Labor Materials Equipment Totals Salt State/Joint Purchase 131,100.96 $131,100.96 Total Maintenance Cost: $131,100.96 Less Other Contributions and/or Refunds: Net Cost of Maintenance: $131,100.96 Net Cost of Engineering: Maintenance Engineering 1. Total Motor Fuel Tax Funds authorized 131,100.96 2. Net cost to date 3. Unexpended balance $131,100.96 4. Outstanding bills 5. Credit to unobli ated balance line 3 or line 3 minus line 4 $131,100.96 Remarks: Submitted: Approved: Date Date By: Municipal Official Title Regional Engineer Submit Four(4)Copies to Regional Engineer Page 1 of 1 BLR 14310(Rev. 12/05) Printed on 8/23/2011 7:43:16 AM Illinois Department Resolution for Maintenance of Of Transportation Streets and Highways by Municipality Under the Illinois Highway Code BE IT RESOLVED, by the Council of the (Council or President and Board of Trustees) City of McHenry , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $204,652.03 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from January 1, 2008 to December 31, 2008 (Date) (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 Schaumburg , Illinois. I, Janice Jones Clerk in and for the City (City,Town or Village) of McHenry , County of McHenry hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council at a meeting on (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of SEAL City Clerk (City,Town or Village) Approved Date Department of Transportation Regional Engineer Printed 8/22/2011 BLR 14230(Rev.11/06) Illinois Department t Municipal Estimate of Of Transportation Maintenance Costs Section Number 08 -00000-00- GM Period from 01/01/2008 to 12/31/2008 Municipality McHenry 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,nl,iv) Item Unit Quantity Price Cost Cost Snow& Ice Removal State Joint Purchase 204,652.03 Total Day Labor Costs Total Estimated Maintenance Operation Cost $204,652.03 Preliminary Engineering Engineering Inspection Material Testing Total Estimated Engineering Cost Total Estimated Maintenance Cost 1 $204,652.03 Submitted: Approved: Date Date By: Municipal Official Title Regional Engineer Submit Four(4)Copies to Regional Engineer Page 1 of 1 BLR 14231 (Rev.2/23/06) Printed on 8/23/2011 7:37:14 AM Illinois Department Municipal Maintenance of Transportation Expenditure Statement Section Number: 08-00000 -00-GM Municipality: I hereby certify that the maintenance operations shown below were completed in accordance with the items of work listed on the Municipal Estimate of Maintenance Costs, Form BLR 14231 approved on , and revised or supplemental Municipal Estimate of Maintenance Costs, Form BLR 14231, approved on , and that the expenditure of motor fuel tax funds, for that work, during the period from January 2008 thru December 2008 is as shown and that receipted bills are on file and available for audit. Maintenance Operation Costs Maintenance Operation Completed Group For GroUD I II or III For details see approved BLR 14231 i,u,lll,i Labor Materials Equipment Totals Salt State/Joint Purchase 204,652.03 $204,652.03 Total Maintenance Cost: $204,652.03 Less Other Contributions and/or Refunds: Net Cost of Maintenance: $204,652.03 Net Cost of Engineering: Maintenance Engineering 1. Total Motor Fuel Tax Funds authorized 204,652.03 2. Net cost to date 3. Unexpended balance $204,652.03 4. Outstanding bills 5. Credit to unobli ated balance line 3 or line 3 minus line 4 $204,652.03 Remarks: Submitted: Approved: Date Date By: Municipal Official Title Regional Engineer Submit Four(4) Copies to Regional Engineer Page 1 of 1 BLR 14310(Rev. 12/05) Printed on 8/23/2011 7:44:21 AM 11finoiS Department Resolution for Maintenance of of Transportabon Streets and Highways by Municipality Under the Illinois Highway Code BE IT RESOLVED, by the Council of the (Council or President and Board of Trustees) City of McHenry , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $204,613.21 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from January 1, 2009 to December 31, 2009 (Date) (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 Schaumburg , Illinois. I, Janice Jones Clerk in and for the City of McHenry , County of McHenry (City,Town or Village) hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council at a meeting on (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) City Clerk (City,Town or Village) Approved Date Department of Transportation Regional Engineer Printed 8/22/2011 BLR 14230(Rev. 11/06) Illinois Department Municipal Estimate of Of Transportation Maintenance Costs Section Number 09-00000 -00-GM Period from 01/01/2009 to 12/31/2009 Municipality McHenry Estimated Cost of Maintenance Operations Maintenance For Group I II or III Material E ui ment or Labor Operation Group Unit Operation (No.—Description) (l,li,ill,iv) Item Unit Quantity Price Cost Cost Snow& Ice Removal State Joint Purchase 204,613.21 Total Day Labor Costs Total Estimated Maintenance Operation Cost $204,613.21 Preliminary Engineering Engineering Inspection Material Testing Total Estimated Engineering Cost Total Estimated Maintenance Cost $204,613.21 Submitted: Approved: Date Date By: Municipal Official Title Regional Engineer Submit Four(4) Copies to Regional Engineer Page 1 of 1 BLR 14231 (Rev.2/23/06) Printed on 8/23/2011 7:38:19 AM Illinois Department Municipal Maintenance Of Transportation Expenditure Statement Section Number: 09-00000 -00-GM Municipality: I hereby certify that the maintenance operations shown below were completed in accordance with the items of work listed on the Municipal Estimate of Maintenance Costs, Form BLR 14231 approved on , and revised or supplemental Municipal Estimate of Maintenance Costs, Form BLR 14231, approved on and that the expenditure of motor fuel tax funds, for that work, during the period from January 2009 thru December 2009 is as shown and that receipted bills are on file and available for audit. Maintenance Operation Costs Maintenance Operation Completed Group For Grou I II or III For details see approved BLR 14231 1,n,m,M Labor Materials Equipment Totals Salt State/Joint Purchase 204,613.21 $204,613.21 Total Maintenance Cost: $204,613.21 Less Other Contributions and/or Refunds: Net Cost of Maintenance: $204,613.21 Net Cost of Engineering: Maintenance Engineering 1. Total Motor Fuel Tax Funds authorized 204,613.21 2. Net cost to date 3. Unexpended balance $204,613.21 4. Outstanding bills 5. Credit to unobli ated balance line 3 or line 3 minus line 4 $204,613.21 Remarks: Submitted: Approved: Date Date By: Municipal Official Title Regional Engineer Submit Four(4) Copies to Regional Engineer Page 1 of 1 BLR 14310(Rev. 12/05) Printed on 8/23/2011 7:45:49 AM Illinois Department Resolution for Maintenance of of Transportation Streets and Highways by Municipality Under the Illinois Highway Code BE IT RESOLVED, by the Council of the (Council or President and Board of Trustees) City of McHenry , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $309,319.81 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from January 1, 2010 to December 31, 2010 (Date) (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 Schaumburg , Illinois. I, Janice Jones Clerk in and for the City of McHenry , County of McHenry (City,Town or Village) hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council at a meeting on (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) City Clerk (City,Town or Village) Approved Date Department of Transportation Regional Engineer Printed 8/22/2011 BLR 14230(Rev. 11/06) Illinois Department Municipal Estimate of Of Transportation Maintenance Costs Section Number 10-00000-00-GM Period from 01/01/2010 to 12/31/2010 Municipality McHenry Estimated Cost of Maintenance Operations Maintenance For Group I II or III Material E ui ment or Labor Operation Group (No.—Description) (i,n,m,iv) Item Unit Operation Unit Quantity Price Cost Cost Snow& Ice Removal State Joint Purchase 309,319.81 Total Day Labor Costs Total Estimated Maintenance Operation Cost $309,319.81 Preliminary Engineering Engineering Inspection Material Testing Total Estimated Engineering Cost Total Estimated Maintenance Cost $309,319.81 Submitted: Approved: Date Date By: Municipal Official Title Regional Engineer Submit Four(4)Copies to Regional Engineer Page 1 of 1 BLR 14231 (Rev.2123/06) Printed on 8/23/2011 7:39:41 AM Illinois Department Municipal Maintenance of Transportation Expenditure Statement Section Number: 10 -00000-00-GM Municipality: I hereby certify that the maintenance operations shown below were completed in accordance with the items of work listed on the Municipal Estimate of Maintenance Costs, Form BLR 14231 approved on , and revised or supplemental Municipal Estimate of Maintenance Costs, Form BLR 14231, approved on , and that the expenditure of motor fuel tax funds, for that work, during the period from January 2010 thru December 2010 is as shown and that receipted bills are on file and available for audit. Maintenance Operation Costs Maintenance Operation Completed Group For GrouD I II or III For details see approved BLR 14231 1,11,111,1v Labor Materials Equipment Totals Salt State/Joint Purchase $309,319.81 $309,319.81 Total Maintenance Cost: $309,319.81 Less Other Contributions and/or Refunds: Net Cost of Maintenance: $309,319.81 Net Cost of Engineering: Maintenance Engineering 1. Total Motor Fuel Tax Funds authorized 309,319.81 2. Net cost to date 3. Unexpended balance $309,319.81 4. Outstanding bills 5. Credit to unobli ated balance line 3 or line 3 minus line 4 $309,319.81 Remarks: Submitted: Approved: Date Date By: Municipal Official Title Regional Engineer Submit Four(4)Copies to Regional Engineer Page 1 of 1 BLR 14310(Rev. 12/05) Printed on 8/23/2011 7:46:36 AM CONSENT AGENDA TO: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works FOR: August 29, 2011 Regular City Council Meeting RE: Bulk Rock Salt Purchase ATT: State of Illinois—Joint Purchasing Requisition Background. Annually, the city purchases rock salt for ice control through a contract bid by the Department of Central Management Services of the State of Illinois. The city provides an estimate of the tonnage needed for the coming year and the contract price is then valid for the city,to purchase the tons of salt in amounts between 100% and 120% of the estimated amount. Analysis. The estimate submitted to the state for 2011-12 is 2,500 tons. The city will need to issue a contract purchase order to be used on an as-needed basis for amounts purchased between 2,500 tons (100% of the estimate) and 3,000 tons (120% of the estimate). The state has informed the city the contract price for 2011-12 is $61.42 per ton, an increase of$32 per ton from last year. Funding for the purchase of salt for snow and ice control is budgeted in the Motor Fuel Tax (MFT) Fund. Recommendation. Staff requests approval of a contract purchase order for rock salt through the State of Illinois Joint Purchasing Program to North American Salt Company of Overland Park, Kansas in an amount not to exceed $184,260. I L L I N O I S Pat Quinn, Governor DEPARTMENT OF CENTRAL MANAGEMENT SERVICES CMS Malcolm Weems, Director August 3,2011 AUG 1 0 2011 Dear Joint Purchasing Participant: r?) Subject: 2011-2012 Rock Salt,Bulk Contract Information In completing the 2011 --2012 Rock Salt season contract re-procurement,the State of Illinois did not encounter the types of supply-related issues experienced in previous seasons. We made every effort to secure Road Salt at the best available price for participants in our contract re-procurement,and gladly report that all locations across the State were able to have their supply needs met through the State's procurement efforts. We again recommend that participating agencies and governmental entities examine their application rates and roadway priorities in order to minimize next season's maintenance program cost while also ensuring the safety of the public. Enclosed is a copy of the requisition you submitted to us for the purchase of rock salt. The information from the requisition,including purchase commitment, can be used to submit your requirements to this year's contract vendor: Contract: PSD 4017035 Term: August 2011 -July 2012 North American Salt Company FEIN Number: 48-1047632 9900 West 109-th Street Overland Park, KS 66210 Phone(800) 323-1641 or(913) 344-9330 Contact Name: Sean Liera Your unit is Contract Line No:_;?Yp_I Price per ton F.O.B. destination,is& Emergency pickup of salt at vendor's warehouse is available at base price of $75.00 per ton. Warehouses are open Monday through Friday, 7:00 a.m. to 3:00 p.m. Please contact the vendor during regular business hours for the specific warehouse location in your area. The additional price per ton to have rock salt delivered in trucks equipped with coal/grain chute openings in the tailgate to permit controlled off-loading of rock salt onto conveyors is S 5.50 per ton. Contact vendor for availability in your area and scheduling deliveries. You are responsible for issuing your own purchase order document to the vendor. Orders may be placed with the vendor via telephone,with a written or fax confirmation to follow immediately. You are strongly encouraged to order early and to store as much salt as possible in order to help prevent potential salt shortages this winter. Also, you need to make every effort to place orders in full truckload lots (22-25 tons) or multiples of such. Page 1 of 3 801 Stratton Office Building,401 South Spring Street, Springfield,IL 62706 I L L I N O I S Pat Quinn, Governor DEPARTMENT OF CENTRAL MANAGEMENT SERVICES CMS Malcolm Weems, Director Your governmental unit is responsible for ensuring that the 80 or I 00-pgrcent gainimu guaranteed purchase commitment (as noted on your Requisition) is met before the end of the winter season, June 30, 2012. The vendor is required to furnish not less than 120 percent(if needed) of the contract quantity by March 1,2012. Your governmental unit is responsible for processing vendor invoices in a timely manner. Delivery shall be made as soon as possible after vendor receipt of order by phone or mail. The maximum time from receipt of order to the actual delivery for orders placed between December 1, 2011 through April 1, 2012 shall not exceed seven working days,unless as modified in the Order Guidelines herein.. For orders placed between December 1, 2011 and April 1, 2012,if a vendor is unable to make delivery within the order timeline, local governmental units shall have the right to retain$.20 per ton per working-day as liquidated damages on the undelivered portion of the order. For orders placed prior to 9:00 a.m. on a given day,that day to be considered as the first calendar day of the seven-day delivery period. For an order placed after 9:00 a.m. on a given day,the following day shall be considered as the first calendar day of the seven day delivery period. CMS reserves the right to mitigate application of liquidated damages imposed against a vendor, in the event of orders exceeding the maximum percentages outlined below: An agency may order up to 20.%of their awarded contract tonnage in any given week and vendor shall deliver within 7 working-days after receipt of order. Quantity ordered above the 20.%threshold shall have an extended deliver time of one-working-day for each one-percentage-point above the 20.% guideline. For example, if an agency orders 25.%of their awarded total 100 ton, delivery of the first 20 ton ( 20.%) shall be within 7 working-days after receipt of order, the remaining 5 ton should be delivered within.12 working-days after receipt of order. If after seven working-days of liquidated damages assessment,the vendor has still failed to deliver, local governmental unit shall have the right to terminate an order and purchase road salt or abrasives from another source, or take action consistent with public safety as needed to continue daily business. Any and all additional costs incurred may be collected from the original vendor, in addition to liquidated damages,by participant's legal action. All deliveries shall be covered with approved weatherproof materials. The vendor shall ensure that delivery person inspects the inside of the trailer and that all salt is removed from the trailer before leaving a delivery point. The vendor will ensure all weights and measures shown on delivery tickets are correct. Local governmental units reserve the right to require that delivery trucks occasionally be directed to a scale in the vicinity of the delivery point as a check on delivered truckloads. Page 2 of 3 801 Stratton Office Building, 401 South Spring Street, Springfield, IL 62706 CMSI L L I N O I S Pat Quinn, Govemor DEPARTMENT OF CENTRAL MANAGEMENT SERVICES Malcolm Weems, Director Deliveries of rock salt containing any foreign material such as mud,rocks, grader teeth, wood, tarpaulins, etc., may be rejected at the delivery site. In the event that any foreign material is discovered in dumped deliveries, the salt and foreign matter may be reloaded onto the cartage hauler's truck by the local governmental unit and returned for credit, or the vendor shall immediately ship a specification compliant load of replacement salt, or issue a refund to the governmental unit consistent with the contract price. In December 2011, the contract vendor shall have in place stockpile(s) located in or near Illinois covering the tonnage awarded for the northern regions of the State, and in January of 2012 the contract vendor shall have in place stockpile(s) in or near to Illinois covering the total tonnage awarded for all regions of the State. At our discretion,we will inspect the stockpiles to ensure that these stockpiles are in sufficient quantities, and that vendor commitments to the stockpiles are with the users of this contract. Enhanced rock salt 2011 -2012 season availability from North American Salt Company: The Department of Central Management Services requested pricing for an enhanced rock salt option in the invitation for bid, and received an offering from North American Salt. Their prices are made available to any joint purchasing participant awarded in the North American Salt Rock Salt Contract as an up-charge per ton option and are to be added to your order as a separate line item. Locations interested in ordering this enhanced salt option must call the vendor to facilitate ordering arrangements. North American Salt is providing the following Price structure for 2011 —2012 Season: IDOT District No. 1 $ 14.50 Price up-charge per ton. IDOT District No. 2 $ 14.50 Price up-charge per ton. IDOT District No. 3 $ 14.50 Price up-charge per ton. IDOT District No. 4 S 14.50 Price up-charge per ton. IDOT District No. 5 $ 14.50 Price up-charge per ton. IDOT District No. 6 S 14.50 Price up-charge per ton. MOT District No. 7 S 14.50 Price up-charge per ton. IDOT District No. 8 $ 14.50 Price up-charge per ton. IDOT District No. 9 $ 14.50 Price up-charge per ton. The enhanced salt product features additional pre-treatment of approved road salt with a product providing enhanced melting performance, with reduced corrosion and clumping. It is hoped that this information will be beneficial to you in the utilization of this contract. If you have any further questions concerning the rock salt contract, please feel free to contact me at (217) 782-8091. Sincerely, Wayne 11sley, CPPB, Buyer GovSalt.doc Bureau of Strategic Sourcing Page 3 of 3 801 Stratton Office Building, 401 South Spring Street, Springfield,IL 62706 Printed on Recycled Paper 03f V12011 09:35 8153632214 CITY OF MCHENRY PAGE 01 PLEASE UTM TO—: ILLINOIS IIlinois Department Of Central Management Services r 80 I Wm.G.Strattan$tailding JOINT PURCHASING REQUISITION 4 IS, Sprin Spring street iitrtnglield,IL 62706 Fax: (217)792-5187 Joint Purohasing 0: L Hatt; ! 1 2011 Government Unit: l 1 (� r�( . Dojiveg Point H t 5 tndAskr`a1 -Dr Mailing Address: �.�� � Glr�.�a {-. 1—— ��� 400 s tm-wvnq mt City I State/Zip- !f( &OD 5j 0 �1Ctrt'+f1Y� 1z.L �OnSo County: j Couwt Person. Telephone Number _ , <-Please provide Email Address Contact Email: Court eta pal Oae Either Table-A"or"Table4l'Below / 2 Table A, Complete this table to bane the State 5oticlt Bids for your gvveramental entity rTEM DESCRIPTION 6 QU,ANT[TY UNIT MEASURE AMQUNT BUDGETED AA5 O Ml 3 Road Salt ew P—iyaient (Total Ta MW 1 (22-23 Ton 1 Tiuck l Road Salt, Bulk 5�� Tons Please note your Purchase Commitment Percentage for total tonnage quantity stated above(eboose one): OPTION 1 80%minimum pumhase requrement,120%maximum purchase roquiranaent OPTION 2 ._ 100%minimum purchase requirement/124%maximum purchase requirement Complete O One Either"'Table-A"Above or"Table-B"Below Table B:Complete this table to have the State RENEW for your governmental entity(ONLY) ITEM DESCRIPTION QUAN TrY LNIT MEASURE AMOUNT BUDGETED AASH10 MI43 Road Salt tl Equivalent (T� of l j=ygc) (22-2� S T_/Tjwc1L 1 (L - v t Huai Use On v 1 Rend Salt, Hulk Toes Note: Renewal Is available ONLY under contracts 4016216,4016217,4016218,4016219,or 4016220 for the 2011-2012 seaaou. Your Quantity may not exceed more than a 2t}%utim se of 1e8L season's quantity,and priet CM=t increase more than 5%of last seaso»'s price. Other Tew&Conditions of Contract will remain the same as last year. Check renewing contract: Contract 4016216 Contract 4016217 Cantreat 4016219( ) Contract 40t6214 Contract 4016220 --........-------------------------------------------------_.- ----- I certify that funds are available for the purchase of the items on this Requisition and that aucb items are for the sole use of this govt'ttntental unit,and not for personal use of any official or Individual or re-sale. Inadititiva,Iagree abide by the Ioint Purchasing Fmcedare established by the Depa,tm tt of Centre]Msaagement Servieea. pit M'j LAA l� SIGNATURE OF AUTHORIZED OFFICIAL OR AGENT TITLE Printed opt Recycled Paper CONSENT AGENDA TO: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works FOR: August 29, 2011 Regular City Council Meeting RE: IDOT Intergovernmental Agreement for Traffic Signal Maintenance ATT: Intergovernmental Agreement Background. The Intergovernmental Agreement between Illinois Department of Transportation and the City of McHenry for traffic signal maintenance on state highways expired on June 30, 2011. The agreement outlines the percentage of maintenance and energy costs for which each entity is responsible to pay. IDOT is seeking to renew the agreement for a ten year period, expiring June 30, 2021. Analysis. The percentage of maintenance responsibility for the traffic signals remains the same as in the last agreement. The city will be responsible for 100% of energy costs for traffic signals with the exception of the signals on Route 120 at Chapel Hill Road and Route 120 at River Road. As a side note, the franchise agreement with ComEd states they will supply electric energy to the traffic signals at no cost to the city. The cost of traffic signal maintenance is budgeted under the Public Works Street Division contractual services account. Recommendation. Staff requests City Council authorization for execution of the attached Intergovernmental Agreement with Illinois Department of Transportation for traffic signal maintenance as presented. INTERGOVERNMENTAL AGREEMENT This Interagency Agreement is entered into between the City of McHenry("GOVERNMENTAL BODY") and the Department of Transportation("DEPARTMENT") pursuant to the "Intergovernmental Cooperation Act" (5 ILCS 220)and in accordance with The DEPARTMENT's rules at 92 III. Adm. Code 544. 1. Governmental Body and the DEPARTMENT have a mutual interest in and the maintenance and apportionment of energy costs for traffic control devices located on State highways within or near the Governmental Body as shown on the attached Exhibit A, which is hereby made a part of this agreement. 2. In furtherance of said interests of,the entities agree: a. Cost. The DEPARTMENT and the GOVERNMENTAL BODY agree to the maintenance responsibility and to the division of energy costs,for the traffic signals and other traffic control devices listed on the attached Exhibit A. b. Maintenance. Modernization of traffic control devices is not covered under this agreement. It is agreed that the actual maintenance will be performed by the DEPARTMENT indicated on Exhibit A, either with its own forces or through contractual agreements c. Maintenance Level. It is agreed that the signals and devices shall be maintained to at least the level of maintenance specified in the attached Exhibit B, which is hereby made a part of this agreement. It is understood this will meet the minimum requirements of the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways. Additional provisions regarding maintenance maybe incorporated in this document (Exhibit B) upon agreement by both parties. d. Interconnect&Timing. The DEPARTMENT agrees to maintain all signal equipment and interconnects associated with interconnected signal systems and interconnects with at- grade railroad crossings. The DEPARTMENT, in cooperation with the GOVERNMENTAL BODY, shall determine the signal timing to coordinate and regulate the flow of traffic. No signal timing shall be changed at any state system intersection without prior DEPARTMENT approval. The DEPARTMENT may elect to allow the GOVERNMENTAL BODY to determine the signal timing to coordinate and regulate the flow of traffic at any location. The GOVERNMENTAL BODY shall inform the DEPARTMENT of any changes. made in signal timings. The DEPARTMENT reserves the right to withdraw the privilege of timing signals from the GOVERNMENTAL BODY at any time. Traffic signals interconnected with an at-grade railroad crossing shall not be modified without prior Illinois Commerce Commission and DEPARTMENT notification and approval. Interconnected signals at an at-grade railroad crossing may be repaired to the original condition; however, the Illinois Commerce Commission and the DEPARTMENT must be notified thereof. 1 e. Interconnections: Installation & Damage. The DEPARTMENT is not responsible for the cost of installing or maintaining traffic signals not on (but interconnected to traffic signals on) U.S. or State routes. Any damage done to State traffic signals in the attempt to connect local traffic signals shall be repaired to the DEPARTMENT's satisfaction and shall be the responsibility of the GOVERNMENTAL BODY. f. Master Monitoring Costs. Master controllers installed on State intersections for the coordination of traffic signals are primarily used for the traffic signals located on U.S. or State routes. The GOVERNMENTAL BODY may connect traffic signals to a State owned master controller for the coordination or operation of non-State owned traffic signals, for the purpose of synchronizing time or gaining remote access. If the GOVERNMENTAL BODY desires a communications link to their office for monitoring purposes,the GOVERNMENTAL BODY shall pay the entire cost of installing and maintaining such monitoring system. g. Payment for Energy Costs. The GOVERNMENTAL BODY will reimburse the DEPARTMENTfor the GOVERNMENTAL BODY's proportionate share of the energy charges. h. Indemnity. The GOVERNMENTAL BODY shall indemnify and hold harmless the DEPARTMENT for any and all third party claims for personal injury and property damage arising solely out of the maintenance of the signals and devices listed in Exhibit A, for which the GOVERNMENTAL BODY has responsibility as shown on said Exhibit A. i. Emergency Vehicle Preemption Devices. The costs of installation, timing, phasing, and. maintenance of emergency vehicle preemption systems shall be the sole responsibility of the GOVERNMENTAL BODY. Any Governmental Body must notify the DEPARTMENT of any change in the emergency vehicle preemption system. However, the . DEPARTMENT reserves the right to approve or reject, at any time, the placement of such systems on its traffic signal equipment. j. Previous Agreements. All traffic signal and traffic control device maintenance and electrical energy provisions contained in presently existing agreements or understandings between the DEPARTMENT and the GOVERNMENTAL BODY fortraffic signals and/or other traffic control devices covered by this Master Agreement shall upon execution of this Master Agreement by the DEPARTMENT be superseded and be of no force or effect. All parking ordinances and provisions bearing on items other than traffic signal and traffic control device maintenance and energy charges contained in presently existing agreements or letters of understanding between the DEPARTMENT and the GOVERNMENTAL BODY shall remain in full force and effect. k. Modification. Exhibit A can be modified to add or delete signals or devices, but only by written revision signed by the Regional Engineer, the Engineer of Operations and the authorized representative for the GOVERNMENTAL BODY. The modification shall be 2 effective when fully executed and filed with the Department and the Clerk or Secretary of the GOVERNMENTAL BODY. This provision applies only to modification of Exhibit A. I. Plan Review. All traffic signal plans prepared by others for installation on State highways within municipal corporate limits, which are to be added to this agreement, must be reviewed and approved by the DEPARTMENT and the GOVERNMENTAL BODY. m. Cost Sharing. As indicated in Exhibit A,the cost of energy and maintenance of traffic signals, and/or other traffic control devices shall be shared in proportion to the number of approaches maintained by each unit of government. The maintenance cost of the interconnect and interconnect related equipment, as listed in Exhibit A, as well as engineering costs for any approved coordination and timing studies, shall be shared in proportion to the approaches maintained by each unit of government at all intersections within the interconnected system. n. Billing. Bills shall be submitted by the DEPARTMENT on a three (3) month basis. The amount billed shall be the costs incurred less any proceeds from third party damage claims received during the billing period for repair of signals or devices that are the responsibility of the GOVERNMENTAL BODY. L Any proposed single expenditure in excess of$10,000 for repair or damage to an installation must be approved by the GOVERNMENTAL BODY before the expenditure is made. ii. The hours, or parts thereof, billed for each maintenance item will be at the actual time directly related to the work task. The DEPARTMENT reserves the right to examine the records of the GOVERNMENTAL BODY to determine that costs billed are fully documented. iii. THE DEPARTMENT costs are composed of labor, equipment, materials and the quantity of each. The cost for labor will be determined by the actual hourly rate for the employee plus a multiplier to include direct and indirect labor related costs, retirement, social security, health, hospitalization and life insurance, holidays,vacation, sick leave and workers compensation. Equipment costs will be as listed in the Schedule of Average Annual Equipment Ownership Expense. Materials will be at cost. iv. The cost for contracted work will be the actual cost for the contractor. 3 3. Notice under this agreement shall be as follows: For The DEPARTMENT: For the GOVERNMENTAL BODY: 4. Effective Date. This Agreement shall be effective from July 1, 2011 through June 30, 2021 and may be terminated prior to that date, by either party, upon 30 days written notice. FOR THE GOVERNMENTAL BODY: Signature and Job Title of Authorized Representative Type or Print Name of Authorized Representative Date FOR THE DEPARTMENT: Diane M.O'Keefe,Regional Engineer,Division of Highways Ellen Schanzle-Haskins,Chief Counsel Date (Approved as to form) By:: Christine M.Reed,P.E.,Director,Division of Highways,Chief Engineer Matthew R.Hughes,Acting Director, Finance& Date Administration Date: By: By: Ann L.Schneider,Secretary of Transportation Date By: 4 EXHIBIT A Following is the list of signalized intersections and locations with traffic control devices along State highways located within or near the City of McHenry that are subject to the provisions of the attached Master Agreement to which this list is an exhibit. 08/05/2011 OF MAINTENANCE %OF ENERGY CHARGES AGENCY LOCATION RESPONSIBILITY RESPONSIBILITY PERFORMING STATE LOCAL OTHER STATE LOCAL OTHER IL 120 @ Ringwood/Draper Rd. S M 75 MAINT. ( / ) 25 100 STATE IL 120 @ Meadow Ln. (S/M) 66 2/3 33 1/3 100 IL 120 @ Industrial/Oak Rd. S STATE ( /M) 66 2/3 33 1/3 100 STATE (S/M) 50 50 100 IL 120 @ Crystal Lake Rd. (S/M) 100 100 IL 120 @ Green St. STATE IL 120 @Riverside Dr. STATE (S/M) 50 50 100 IL 120 @ River Rd. STATE (S/TWP) 100 100 STATE IL 120 @ Chapel Hill Rd. (S/MC) 100 100 IL 31 @ Prime Pkwy. S 50 50 STATE M ( / ) 100 STATE IL 31 @ Shamrock Ln. (S/M) 100 100 IL 31 @ Bull Valley Rd. STATE (S/MC/TWP) 100 100 STATE IL 31 @ Grove Av/Lillian St. (S/M) 50 50 100 STATE IL 31 (Front St.) @ IL 120(W.JCT) (S) 100 100 STATE IL 31 (Richmond) @ IL 120(E.JCT)/Elm St. (S) 100 100 STATE IL 31 @ Pearl St. (S/M) 66 2/3 33 1/3 100 STATE IL 31 @ McCullom Lake (S/M) 66 2/3 33 1/3 100 STATE IL 31 @Blake Rd. (S/M) 100 100 STATE IL 31 @Diamond Dr. (S/M) 100 100 STATE (S) =State (M) =Municipal (MC) =McHenry County (TWP) =Township EXHIBIT B TRAFFIC SIGNAL MAINTENANCE PROVISIONS A. GENERAL PROVISIONS 1. CABINET PACK Wiring diagrams, phase diagrams, and manuals that are required to be in each traffic signal controller cabinet at the time of construction completion shall remain in the cabinet. Written documentation of all traffic signal timing changes shall be provided in the cabinet. All entries shall be written in a clear and concise manner. The agent of the maintaining agency making any entries shall provide his/ her signature and date of entry. These shall be kept in the cabinet to assist the DEPARTMENT on emergency call outs. 2. HARDWARE SPECIFICATIONS All equipment and material used shall comply with the requirements of the DEPARTMENT's Standard Specifications for Road and Bridge Construction. 3. HIGHWAY LIGHTING For maintenance involving combination traffic signal and lighting unit mast arm assemblies and poles, the foundation, traffic signal mast arm assembly, pole and all signal cable shall be considered part of the traffic signal system. The lighting arm, luminaire and all lighting cable shall be part of the highway lighting system. The highway lighting system components of each combination mast arm assembly and pole shall be tested for proper operation and physical condition during the intersection cabinet inspection. All cost of inspecting and maintaining the highway lighting system equipment, is the responsibility of the GOVERNMENTAL BODY. In addition to regular inspection and maintenance, all cost of repairing or replacing damaged or missing highway lighting system equipment is the responsibility of the GOVERNMENTAL BODY. 4. EMERGENCY VEHICLE PREEMPTION SYSTEM Test Emergency Vehicle Preemption System (EVPS) equipment-for proper operation and physical condition during the intersection cabinet inspection,. All program settings and each sequence of operation must be verified to be correct during each inspection. All cost of inspection and maintaining the EVPS equipment, including the light detectors, light detector amplifiers, radio transmitters and receivers, antennas, confirmation lights, and cables and related components, is the responsibility of the GOVERNMENTAL BODY. In addition to regular inspection and maintenance, all cost of repairing or replacing damaged or missing EVPS equipment is the responsibility of the GOVERNMENTAL BODY. 5. RAILROAD PREEMPTION At all locations with railroad/traffic signal interconnects, respond to any and all emergency and all red flash alarms in a timely manner and notify the Illinois Commerce Commission and the GOVERNMENTAL BODY of the malfunction. None of the traffic signal railroad preempt parameters including but not limited to the phase timings, phase sequences and pedestrian and vehicular clearance intervals can be modified without prior approval from the Illinois Commerce Commission. Maintain unique spare controller data modules or sets of data chips containing the final railroad preemption parameters for each location. Cooperate in any inspection as deemed necessary by the DEPARTMENT or the Illinois Commerce Commission. The DEPARTMENT shall provide contact personnel available at all times to who railroad preemption malfunctions must be reported. 6. DAMAGE REPAIRS Repair or replace any and all equipment damaged by any cause whatsoever. 7. ACCIDENT DAMAGE Be responsible to make recovery for damage to any part of the installation or system from the party causing the damage. Whenever third party claims cannot be recovered, the GOVERNMENTAL BODY shall share in the loss. 8. TEMPORARY TRAFFIC CONTROL Provide temporary traffic control during a period of equipment failure or for when the controller must be disconnected. This may be accomplished through the installation of a spare controller, placing the intersection on flash, manually operating the controller, manually directing traffic through the use of proper authorities, or installing temporary stop signs which will be removed once the signal is in working condition. 9. EMERGENCY PERSONNEL Provide skilled maintenance personnel who will be available to respond without delay to emergency calls. This may be provided by agency forces, contract, or maintenance agreement. Controller failure, lights out, knockdowns, or two (2) red lights out at intersection are considered emergencies. 10. L.E.D. SIGNAL HEADS Install all light emitting diodes (L.E.D.) signal heads according to instructions provided by each head's manufacturer and vendor so as to prolong their life and assure compliance under any warranties. Maintain logs of the dates of the L.E.D. modules installation for warranty and for end of service life determination purposes. B. AS REPORTED OR OBSERVED 1. LAMP REPLACEMENT Replace burned out lamps for all red signal indications within twenty-four (24) hours of notification of burnout or on the next business day following the notification. However, if two or more red indications for an approach are burned out, these lamps must be replaced as soon as possible, and under no circumstances longer than twenty-four (24) hours after notification. Replace all other burned out lamps within forty-eight (48) hours or next business day of notification of burnout. Lamp changes shall always include a lens cleaning. 2 2. SIGNAL ALIGNMENT Keep signal heads properly adjusted, including plumb, and tightly mounted. All controller cabinets, signal posts and controller pedestals should be tight on their foundations and in alignment. 3. CONTROLLER PROBLEMS Check the controllers, relays, and detectors after receiving complaints or calls to ascertain that they are functioning properly and make all necessary repairs and replacement. 4. L.E.D. SIGNAL HEAD AND L.E.D. MODULE REPLACEMENT An L.E.D. module shall be considered failed and shall be replaced if at least one-fourth of the signal indication is dark or if the module fails to meet ITE specification on minimum maintained luminous intensity. Replace failed modules for all red signal.indications within twenty-four(24) hours of notification of failure or on the next business day following the notification. However, if two or more red indications for an approach are failed, these modules must be replaced as soon as possible, and under no circumstances longer than twenty-four(24) hours after notification. Replace all other failed modules within forty-eight(48) hours or next business day of notification of faillure. Provide replacement light emitting diodes (L.E.D.) signal heads and modules that fully comply to the latest applicable Institute of Transportation Engineers (I.T.E.) specifications for vehicular and pedestrian L.E.D. signal modules. including but not limited to, color and intensity requirements. The signal and pedestrian housings shall also comply with the applicable ITE specifications. 5. PAINTING Repaint all signal components exposed to weather as needed. C. WEEKLY 1. MASTER CONTROLLER SYSTEMS At locations that are a part of a closed loop signal system maintained by the GOVERNMENTAL BODY, repair any and all malfunctions in a timely manner so that the signals remain under the control of the master at all times. As needed assist in the implementation of the signal system timing plans. Maintain the central signal system software on a PC so that the signal system is monitored weekly. Check weekly by phone or location visit for any malfunction. Verify software accuracy to central office software. D. ANNUAL 1. CABINET INSPECTION Check the controllers, relays, and detectors to ascertain that they are functioning properly and make all necessary repairs and replacement. Keep interior of controller cabinet in a clean and neat condition at all times. 2. OBSERVE SIGNALS Observe the signals at the time of the annual cabinet inspection. This involves stopping and watching for correct detection and timing operation. 3. DETECTION TESTING Test and inspect vehicle detection inductance loops, loop detectors, and pedestrian detection during cabinet visit annually. 4. VIDEO DETECTION TESTING Inspect, maintain, and clean all video detection and surveillance systems annually or as needed, to achieve clean lenses, proper alignment-and proper focus. This shall include system camera, lenses, camera housings and hood/shield, pan, tilt, and zoom mechanisms and motors, mounting brackets and hardware, poles, microprocessors, controller, cables and communication equipment, and other related components. Maintenance shall include modifications to programmable detection zones. 5. RELAMP For the remaining incandescent signal heads, clean reflectors, lenses and lamps once at least every twelve (12) months or more often, if necessary. Replacement of lamps shall be performed on the same occasion as the cleaning required in this provision. 6. CONTROLLER CHECK When solid state controllers malfunction, they shall be removed, repaired, and bench checked. Solid state controllers shall not be removed for annual maintenance inspections. This annual check should verify software with central office software and reprint cabinet pack timings sheet. Controller check shall occur during a annual cabinet inspection. 7. FUSE AND BREAKER CHECKS Fuse and breaker check should occur during a annual cabinet inspection. Replace burned.out fuses or deteriorated breakers as needed. 8. CLEARANCE TRIMMING Remove any obstruction blocking the line of sight of the traffic signal face to the motorist. The maintaining agency shall trim trees, bushes or any other form of vegetation blocking said lines of sight. The maintaining agency shall remove, or order the removal of, any man-made obstructions such as signs or banners blocking said line of sight. Visibility for line of sight shall meet the standards established and contained in the Manual on Uniform Traffic Control Devices (MUTCD). All trimmed vegetation shall be legally disposed of by the maintaining agency off the right of way. 9. HARDWARE INSPECTION Inspect all mast arm assemblies, mast arm poles, brackets (or other types of hardware) supporting traffic heads or pedestrian signal heads on an annual basis. The inspection shall focus on the structural elements of the mast arm assembly and must include a close up, arms length investigation of the mast arm, pole, mast to pole connection, base plate, and anchor bolts. The arm of the assembly shall be visually inspected at all signal head connections for any defects, such as cracks or buckles. Inspect the mast arm to pole connection for significant loss of section, cracks in welds or base metal, and deterioration of the connection plates. The bolts 4 d of the arm to pole connection shall be inspected for tightness and condition. Check the pole for external corrosion, impact damage, rust through perforation, deflection, distortion, or cracking. Closely inspect pole for corrosion near the base plate, especially if mounted on a grout bed. Check welds of the pole to base plate connection for cracks. Inspect base plate for section loss or deformation. Inspect mast arm anchor bolts for any corrosion or bending, and for loose or missing nuts.. Upon discovery of any buckles or significant structural defects (loose or missing nuts, severe corrosion or dents, cracks in welds, plate or structure, etc.), take corrective action in a timely manner. s:\gen\wpdocs\traffic\yg\2011\201 1_1\reverse master agreement changes accepted exhibit b 3_9_2011 (1)(2)final.docx 5 5 CONSENT AGENDA TO: Mayor and City Council FROM: Douglas Martin, Deputy City Administrator FOR: August 29, 2011 Regular City Council Meeting RE: Temporary Use Permit to allow a Seasonal Landscape Waste Transfer Facility within the Meyer Material Gravel Pit, 1819 Dot Street ATT: Letter from Greg York Location Map Background. Since 2004, the City Council has granted a temporary use permit to MDC Environmental Services, formerly Marengo Disposal, to allow a temporary landscape waste transfer facility at the Meyer Material Gravel pit, 1819 Dot Street. The facility accommodates 24-hour temporary storage of compost materials (leaves and yard waste) during the spring and fall leaf/yard waste collections in the city. It also assists MDC in operating the city's leaf collection program more efficiently and allows them to avoid hauling the compost directly to a permanent facility each time a truck has a full load. Analysis. The temporary use permit has historically been granted for one year with the following conditions: l. A copy of the IEPA permit is furnished to the city and the site is inspected by city staff prior to beginning operations and at the end of operations each season; 2. The permit will be valid only during the spring/fall landscape waste pick-up times in the city; 3. The applicant must renew the permit annually; 4. Expansion of the site must be approved by the City Council; and 5. Only landscape waste generated from the City of McHenry shall be accepted at the facility. There have been no complaints received by the city in relation to the operation of this facility. Recommendation: Staff has no concerns with allowing the landscape waste transfer facility for another year. Environmental Services:!0►, 1050 Greenlee Street,Marengo,IL 60152 815-568-7274 August 12,2011 Mr. Doug Martin City of McHenry 333 South Green Street McHenry, IL 60050 Re: Temporary Use Permit—MDC Landscape Waste Transfer Station Doug, As you are aware, each year MDC Environmental Services petitions the City Council for approval of a Temporary Use Permit to operate a landscape waste transfer station at Meyer Material, located at 1819 Dot Street in McHenry. We would again like to obtain this approval for 2011/2012. Over the past year,all of our operations at this location were in compliance with the conditions imposed by the City and all applicable EPA rules and regulations. MDC greatly appreciates the cooperation of the City in this matter. Please let me know when this item will be scheduled on the City Council's agenda so that I may be in attendance. Thank you_ If you have any questions, you can reach me at(815) 568-7274. Sincerely, Gregory A. York General Manager MDC Environmental Services 4 Approximate location of temporary waste transfer facility in the Meyer Gravel pit west of s Valley View School and south of Illinois Route 120 Ak b� a 51 l N °x /1. i 1 /1 t1 / CONSENT AGENDA To: Mayor and City Council From: Pete Merkel, Director of Parks & Recreation For: August 29, 2011 Regular City Council Meeting Re: Purchase of 2 Turf Mowing Units (Toro) from Reinders, Inc. through State of Illinois Purchasing Program and National IPA Contract Background. The purchase of two mowing units is included in the FY 2011/12 Capital Equipment account. Staff is seeking authorization to acquire a 10' Toro Mower and a 60" Toro Mower for use in maintaining our larger parks and athletic fields. The new equipment will replace a 1999 Toro 10' Mower, 1998 Jacobsen 60" mower, and a 1997 Toro 60" Mower. The 10' mower was budgeted at $45,000 and the 60" mower was budgeted at $35,000. Staff contacted our local Toro representatives, Reinders, to receive prices based on the Illinois state contract purchase price. A state purchase price was available for the 10' Toro mower and the quote of $43,126.10 is attached to the supplement. This price includes options to replace similar features of the mower that it will be replacing yet remains under the budgeted amount. Staff also received a price for the 60" mower from Reinders however the price was not secured through the state contract purchasing program but rather a National Intergovernmental Purchasing Alliance. This quote of $30,611.01 is also attached to the supplement and is well below the $35,000 budgeted amount. National IPA is a cooperative purchasing organization, established through a collaborative effort of public agencies across the United States with the specific purpose of reducing procurement costs by leveraging group volume. National IPA aggregates purchasing volume of participating agencies in order to receive larger volume discounts from suppliers. National IPA serves as a government cooperative purchasing organization for agencies nationwide. Analysis. Park Maintenance staff has researched the types of equipment available. Staff had the opportunity to evaluate the mowers as demonstration units were dropped off for field trials. Recommendation. Authorize the purchase of two Toro Mowing units as presented from Reinders, Inc. through the State of Illinois Purchasing Program and National IPA contract price in the amount of$73,737.11. INW4 Account# 362934 August 17, 2011 City of McHenry Attn:Ambrose Kittl 105 North Green Street National IPA Pricing McHenry, IL 60050 Dear Ambrose Thank you for the opportunity to quote your current equipment needs. Below is the configuration and pricing you requested. If you have any questions or need additional information please call. Qty. Model # Description Ea. Ext. Price 1 30345 Groundsmaster 3280-D 4WD $ 25,636.31 $ 25,636.31 1 30366 60" Side Discharge Deck 1 30313 Air Ride Seat Suspension 1 30398 Milsco Seat 1 30382 12V Power Port/Electrical Accessory Kit 1 30391 ROPS Hard Cab 1 104-3494 Tire Front - (23 9.5 -12) 4 Ply (3280D) $ 94.95 $ 94.95 1 231-122 Tire-Rear 4WD 918 x 6.5 -8) 4 Ply (3280D) $ 84.75 $ 84.75 1 ES1600-01 Erskine GM3280/3320 SNOWBLOWER $ 5,995.00 $ 5,995.00 1 trade value 1198 Jake T428D Turfcat $ (400.00) $ (400.00) 1 trade value 1997 Toro Groundsmaster 223D $ (800.00) $ (800.00) Quote good for Sub-Total $ 30,611.01 30 Days Tax $ - Total $ 30,611.01 All pricing includes freight-in, set-up and delivery to your location. Sincerely, Steve Schiller, SCPS Reinders Inc. Account Executive-Franklin Park, IL (630) 251-7321 ,gb Account# 362934 August 17, 2011 City of McHenry Attn:Ambrose Kittl 105 North Green Street McHenry, IL 60050 Dear Ambrose Illinois State Contract Pricing Thank you for the opportunity to quote your current equipment needs. Below is the configuration and pricing requested. If you have any questions or need additional information please call. Qty. Model # Description Ea Ext. Price 1 30448 Groundsmaster 4000-D $ 41,888.00 $ 41,888.00 1 99-5434 Front Tire (26 x 12 -12) 6 Ply Multitrac (GM4000) $ 106.55 $ 106.55 1 94-5236 Rear Tire (20 x 10 - 10) 6 Ply multitrac (GM4000) $ 83.90 $ 83.90 1 30420 Guardian Recycler Coversion Kit $ 1,047.65 $ 1,047.65 Commodity Number 3524-786-2217 Quote good for Sub-Total $ 43,126.10 30 Days - 0.00% Tax $ - Total $ 43,126.10 All pricing includes freight-in, set-up and delivery to your location. Sincerely, Steve Schiller, SCPS Reinders Inc. Account Executive-Franklin Park, IL (630) 251-7321 CONSENT AGENDA TO: Mayor and City Council FROM: Douglas Martin, Deputy City Administrator FOR: August 29, 2011 Regular City Council Meeting RE: Hilltop Elementary School PTO Second Annual Steak Fry ATT: Temporary sign application Letter from Trisha Ramel, Hilltop PTO Proposed locations of signs Donation letter Wording proposed on signs Background. The Hilltop Elementary PTO is requesting permission to post nine signs in designated city right-of-ways advertising their second annual Steak Fry fundraising event. The event is scheduled for Saturday, October 1, 2011 at the McHenry VFW. The PTO is requesting to post signs for approximately one month. Sign locations are attached to the application. All money raised from the event will be used for educational programs and classroom purchases. The PTO is also requesting a waiver of the $175 sign variance fee and $60 temporary sign permit fee ($30 refunded upon sign removal). Analysis. Other signs approved for display in city right-of-way during this same time period are Movie in the Park, Green Street Cruise Night, and Country Meadows Craft Show and Wine Tasting Event. Recommendation. Staff believes the amount of time signs are posted should be reduced and recommends approval of the request from Hilltop Elementary School PTO to post nine, 27" X 10" advertising signs in designated city right-of-ways be approved from September 17 through October 2, including waiver of all applicable fees conditioned upon removal of signs by October 2, 2011. CITY OF MMENRY TEMPORARY SIGN APPPLICATI`ON n PERMIT NO. PROPERTY ADDRESS: C&cs �� i..' Axo oc C2— Office use only ZONING 5truction and NAME OF BUSINESS: CONTACT NAME: )5j'V � V ❑ OWNER(( ❑ TENANT AUG 10 2011 BUSINESS PHONE: �I�.� •3 CELL Ph.#: $`11 72,7•CSC,27 r City of McHenry SIGN CONTRACTOR: 1,., ADDRESS: 4P [[Ly �Y�(+ (�� LI�(� Ph.#: ROPERTY OWNERS: E Ph`#: ' �`J' ��-�� PERMIT FEES ADDRESS: o�CU(� l a,� �(`j n 1 SIGN FEE: ! DEPOSIT: TEMPORARY SIGN SPECIFICATIONS COPIES: *Temporary signs shall be allowed:for a maximum of 4 occasions per calendar year;with a maximum TOTAL: display period of 30 days each occasion;a maximum cumulative total of 60 days per calendar year; EXPIRATION DATE: minimum of 30 days must elapse between each occasion. Requested: From: 1:1:-4::: To: (j + 1 Height of Sign: v?1 , X t� (Month/Day/Year) (Month/DayP (Measured from growid level to top of sign/8 Ft.Max) Material: S e bwd Fastening Method: ml)W 54CRC S Sign Dimensions: Height: o�1 Width: l Sq/Ft: OMf 1i S(ticol (Not to exceed 32sq/ft) Sign will read as follows: E v h, (I: 2�'D 1) aoe pr-)zcs �CIO(XI PERMIT SUBMITTAL CHECKLIST ['Completed Temporary Sign-permit application. g3wo (2) sets of drawings which include sign dimensions, width and height. (Indicate material that sign is made of and how it will be fastened in place.) :(ornol vide plot plan showing location of sign on lot and distance from all property lines. y one temporary sign may be used on any premises at any one time) roperty owner MUST provide letter or sign permit application approving signage. *Permits will not be accepted for review unless all required documentation has been attached to this application. NOTES SIGNATURE OF APPLICANT: DATE: SIGNATURE OF PROPERTY OWNER: DATE: THIS PERMIT IS GRANTED AND ACCEPTED WITH THE EXPRESS UNDERSTANDING AND AGREEMENT THAT SAID BUILDING AND CONNECTIONS SHALL CONFORM IN ALL RESPECTS WITH THE ORDINANCES OF THE CITY OF McHENRY AS NOW IN FORCE REGULATING THE CONSTRUCTION OF BUILDINGS. DATE: (DIRECTOR,CONSTRUCTION AND NEIGHBORHOOD SERVICES) 333 S.GREEN STREET McHENRY ILLINOIS 60050 (815)363-2170 Hilltop Elementary School-PTO 2615 W.Lincoln Road McHenry,IL 60051 (815)385-4421 Dear McHenry City Board of Directors: Hello,the Hilltop Elementary School PTO will be holding our 2°d Annual Steak Fry at the VFW on Saturday,October I", as our largest school fundraiser. Since we are a school, that is diligently trying to raise money for new items such as classroom purchases, and several other upgrades we would appreciate any help to waive the$60 fee for the permit/sign fees.The money that we save will help our school and children have a better future. Oh behalf of the students, parents and faculty of Hilltop we thank you for your consideration. Please feel free to contact me with any questions. incerely, lad°�� C�� risha Ramel Hilltop Elementary School PTO-Vice President (815)385-3391 ( Vat bns fir s�y �s � �V�rs�dc OnVe, -+ AAe hiilom LarL, Kbtq 04 Ot s�Pl pvtt Lot(owl ( a ve read bxtoLn )�oacl 0\ 4')I-hp Pr6pev11 ckqe ( h)l �Oqd +- t,htbljl �bq4 ( s 3l 0.Y1O- Oc ) 3�a GVk (6YYI QY Cb� �- DPPr•) fe I a n a��,l N rQ e n S�r�E peal S-Vee-�- Pa �e Nhm Lam �aa CA ((ovneK Of �1Je Oaks suh � �u-e�s� r�ea �oacl -e Pawl St. ' top Elementary steakpr� Annualy 2615 W.Lincoln Road McHenry,IL 60051 (815)385-4421 To Whom it May Concern, On Saturday, October 1",2011 the Hilltop Elementary PTO will be hosting the 2 d Annual Hilltop Elementary Steak Fry. The night will consist of dinner,music,dancing,raffles,and both live and silent auctions. We are looking to help fund our educational programs,events and overall school-wide needs. To make this fundraiser a success, we need your help! We are asking for a donation of your product/service to use in either our live or silent auction. Auction donations are a wonderful way to showcase your product or services. Not only will you gain great exposure to the 200+ attendees at the event,but you will also be listed on the Hilltop Elementary PTO website and on the event flyers that will reach all 500 Hilltop Elementary families. Please mail your donation to: Trisha Ramel Hilltop Elementary PTO 1908 Birch Lane McHenry,IL 60051 EIN#36-4617556 On behalf of the students,parents and faculty of Hilltop,thank you for your consideration. incerely, Trisha A. Ramel Hilltop Elementary PTO Co-Vice President + �o�.� C�mmun�t� � S�ho� ► N � ll-Ivp E nta r y a� �►�ac s-�a��Y VFW Rcm sccF(Avcta_ , oct-4611 [ 5A- P-ef^Son X ID" W us es -Nn m auh� CONSENT AGENDA TO: Mayor and City Council FROM: Douglas Martin, Deputy City Administrator FOR: August 29, 2011 Regular City Council Meeting RE: Request for Temporary Use Permit for a Barbeque Cook-Off Fundraiser at Bjorkman's Ace Hardware Store, 4520 Crystal Lake Road ATT: Permit Application and site plan Background. Ace Hardware, 4520 Crystal Lake Road, is requesting a temporary use permit to allow a Barbeque Cook-Off Fundraiser in the parking lot of the store on Saturday, September 17. As in the past, the event will occur on the north side of the parking lot near the store. A cooking competition will be held with entrants being judged by a panel. There will be food, non- alcoholic beverages, and prize giveaways. The event will run from 7:00 a.m. to 4:00 p.m. Analysis. The event site area is rarely used for customer parking. There is ample parking on the remainder of the site to accommodate the event. Recommendation. Staff has no concerns with this request and recommends approval of the requested temporary use as presented. CITY OF MCHENRY PERMIT NO. TEMPORARY USE PERMIT APPLICATION OFFICE USE ONLY APPLICANT NAME: 6irba"4,U] /7L-LI5 ZONING DIST: ADDRESS: L-15-ZC) L-Aec,- 1Ca ,/�,� Construction and (City:) t f{�-H C-1 (State:) -J:�Q (Zip:) llJr Neighborhood Services PHONE:(6 MOBILE:L� AUG 12 2 FAX: (_) E-MAIL: r1 EVENT DATE(S)/HOURS: SG^p f ` 7-fl= 2-0(` 7 ( City of McHenry EVENT ADDRESS: 4/n C— PERMIT FEES GENERAL EVENT DESCRIPTION: �q �Ll©/LO�1` ��/, P�41 SC1C— FEE: ------- ----- -- - - - --- DEPOSIT: COPIES: EXISTING LAND USE: a Q TOTAL: SETUP:(-Date) -! ^!? -l( TAKE DOWN:(Date) / EXPIRATION DATE: OPEN TO PUBLIC: YES; aNO ❑(invitation only) ATTENDANCE(Projected) COUNCIL ACTION: ADMISSION FEE: YES: ❑$ NONE DATE: PARKING: NO.OF VEHICLES: SELF,4VALET ❑REMOTE/SHUTTLE ❑ APPROVED ❑ DENIED ❑ MUSIC: NONEPYES ❑(Ifyes) ACOUSTIC ❑AMPLIFIED ❑ W/CONDITIONS:YES❑NO: ❑ TEMPORARY STRUCTURES: NO OYES ❑(If yes,indicate number,size,and type) ?00 U2 CA-AJrJo�:( WILL EVENT BE ADVERTISED?: NO: ❑YES:W (Ryes,indicate where and how) (V g—/04,L7' PYROTECHNICS: NO:Pq YES: ❑(If yes describe) SUBMITTAL CHECKLIST ❑ Completed temporary use permit application. (including property owner signature). ❑ Two copies of site plan showing event layout, location of all structures(existing and/or temporary),property lines,abutting streets, ingress/egress. ❑ Two copies of a parking plan including on site and/or remote parking/shuttle. ❑ Completed sign permit application, if applicable. I HEREBY CERTIFY THAT ALL INFORMATION CONTAINED HEREIN IS ACCURATE AND TRUE AND THAT I WILL ABIDE BY ALL CITY OF MCHENRY ORDINANCES AND CODES RELATING TO THE IS UANCE OF THIS TEMPORARY USE PERMIT. t f :NE DATE: d �1 OA O D AGENT) ------------------------------------------------------ • - DATE: 1.OP RTY OWNM 'ANTED AND ACCEPTED WITH THE EXPRESS UNDERSTANDING AND AGREEMENT THAT SAID TEMPORARY USE SHALL CONFORM 'TH THE ORDINANCES OF THE CITY OF MCHENRY AS NOW IN FORCE. W%♦mc. .47 ,- � ! �• ' I 1 I�� I '� i I !�,! � ' Syr I xl � '� +' � }J IN /I� \ CONSENT AGENDA TO: Mayor and City Council FROM: Christopher J. Black, City Administrator FOR: August 29, 2011 Regular City Council Meeting RE: Request from St. Patrick Church for a special event liquor license to sell beer and wine at annual Oktoberfest event on September 24, 2010. St. Patrick Church located at 3500 Washington Street is hosting its annual Oktoberfest on Saturday September 25th at the church. Attached is an application for a special event liquor license to sell beer and wine at the event from 5:00 PM to 11 :00 PM. The $25 fee has been paid and all required paperwork has been submitted. Recommendation: To grant a special event liquor license to St. Patrick Church to sell beer and wine at the Oktoberfest event on Saturday, September 24th from 5:00 PM to 10:00 PM. SPECIAL EVENT LIQUOR LICENSE APPLICATION CITY OF MCHENRY 6 (State liquor licensing authority approval is required for this license) FEE$25.00 APPLICATION DATE 'T I COMPANY OR ORGANIZATION: ADDRESS: vo lam/ Gir ./ CITY:PHONE NUMBER:NUMBER: 'f/f TYPE OF BUSINESS OR ORGANIZATION: 2. LICENSE APPLICANT: ✓�Ti�a//r.n/ ,oif e 2Tj/ DATE OF BIRTH: Z/ - /V— ADDRESS: 7'//O CITY: /749 DAYTIME TELEPHONE NO.: �`��" yG� ` /`��v EVENING TELEPHONE NO. 3. LOCATION WHERE SPECIAL EVENT HELD: J'r r',�,�R r c/c ex v j (non-residential premises only) 4. OWNER OF LOCATION WHERE SPECIAL EVENT HELD: OWNER'S ADDRESS: 3s`� GJ. CITY: '14 c 1.14C/141'y TELEPHONE NUMBER: 5. DATE(S)OF EVENT: `�P --2-y HOURS: (not more than 3 days) 6. TYPE OF ALCOHOL TO BE SERVED: kBEER WINE LIQUOR 7. NO UNDER-AGED OR INTOXICATED PERSON(S)SHALL BE SERVED ANY ALCOHOLIC BEVERAGES. 8. DRAM SHOP INSURANCE TO THE MAXIMUM LIMIT MUST BE OBTAINED AND A CERTIFICATE OF INSURANCE NAMING THE CITY OF MCHENRY AS ADDITIONALLY INSURED SHALL BE ATTACHED TO THIS APPLICATION. AFFIDAVIT °s'GP'� 1)`W-e,9fy hereby states that the City of McHenry shall not be held liable for any occurrence,loss,damage,or injury as a result of this event. Person or persons to whom this license has been issued shall hold the City of McHenry harmless in connection with any and all claims arising as a result of the consumption of alcoholic liquor or as a result of the issuance of this license. The undersigned certifies that they will not violate any of the laws of the City of McHenry,of the State of Illinois,or of the United States of America,in the conduct of this Special Event Liquor License and that the statements contained in this application are true and correct to the best of his/her knowledge and belief. The undersigned is aware that state liquor licensing approval is requi ed for this license. Signature of A licant SUBSCRIBED and SWORN to before me this day of 201 I OFFICIAL SEAL DENISE M TYK NOTARY PUBLIC-STATE OF ILLINOIS MY COMMISSION EXPIRES:11/30/12 otary Public 1. r#r####r###rr#r#rr##r# rrrrw####w#####rrrr##w#r#####wr####errrr#######rr##r#r#rr######w#####rr#####w###r#r#r#########r##rr####r►w:r►#### rr##wr## DATE ISSUED LICENSE NO. EFFECTIVE DATE(S) 0712008 CONSENT AGENDA To: Mayor and City Council From: Bill Hobson, Assistant City Administrator For: August 29, 2011 - City Council Meeting Re: Beer/Wine Permit Requests & Special Use Permits COUNCIL RECOMMENDATION To approve the attached Beer/Wine Permits & Special Use Permit requests. BACKGROUND The attached list of permit applications have been received in our office with all fees and documentation properly submitted. TConaway/pic perm CA for.doc FOR COUNCIL MEETING OF August 29, 2011: Beer/Wine Permit Requests These are beer and wine permit requests associated with picnic permits. Date of Picnic Applicant Address 09/10/11 Barb Martin Bday 1606 N Park, McH 09/24/11 Wendy Cordts Fam Reunion 1949 N Orleans St, Apt 2B 10/08/11 Jennifer Blair Wed Recp 4400 W Shamrock Ln, 42B Special Use Application Requests There are special use application requests associated with picnic permits. Date of Picnic Applicant Address Special Use 09/23 —09/25 McHenry Pigtail League 7407 Deerwood Trail Live Music 10/08/11 Jennifer Blair Wed Recp 4400 W Shamrock Ln, #2B Music Xonaway\pic perm list.doc A 11LITIES SPECIAL USE AND/OR BEERMNE APPLICATION act Person: h �( � Date of Picnic: ,ompany/Organization: Address: ity/State/Zip: t�����, 2D � ome Phone: FT; � ,: - y t}?,l� W �r ork/Cell Phone: 'ark: ❑ Knox Park 0 Petersen Park Veteran's Memorial Park \rea: ❑ Shelter A 0 Shelter B ❑ Shelter C 0 Other: t rrival Time:Q'•OD Departure Time:(0'.a-) Total Number Attending: P Falsifying attendance numbers will result in loss of deposit. Water, electricity and restrooms are available at all sites. ,lease explain additional needs from the Parks Dept.: iroups of 500 or more must obtain additional: ❑ dumpsters ❑ portable toilets 3rief description of program (i.e. co picnic, car show, craft show,wedding, etc.): .ist all activities that will be held: �� tems being brought into park site: ❑ tent Xtabs ❑ chairs❑ ❑ benches ❑ carnival rides I music 0 animals Elmodel planes ❑ o er ❑ other Will beer/wine be present: ❑ Yes ❑ No IF YOU CHECKED YES,PLEASE ANSWER BELOW QUESTIONS "Indicate the number of beer/wine permits issued to the undersigned this calendar year O . Indicate the number of beer/wine permits denied . Indicate Indicate amount of beer/wine to be brought into the City Park under this permit on such Sate(number of wine bottles, beer cases,beer kegs,etc.) r,?— ��� 'b C0--4-qA 0� )PoQq— I agree that all the beer/wine containers will be removed by applicant or placed in proper containers on site on the permit date and that no underage or intoxicated person will be allowed to consume any of the beer/wine brought into the City of McHenry park under this permit. I agree that none of the beer/wine allowed in the City of McHenry park, pursuant to this application will be sold, it being understood that the sale of beer/wine under this permit issued pursuant to this application is expressly prohibited. I have read and will comply with the City of McHenry Park Permit rules. I have read and understand the rules and regulations that have been set forth by the City of McHenry regarding the special use and/or beer/wine application(s)and will assume responsibility for any loss, damage or liability arising from the use of the park perty I also understand that not complying with the Park Permit rules ill re It in loss of deposit. Signature: Date: 4 Health permits are required by law for concessions and catering. Please make arrangements to obtain permits. NOTE: Approval will be based on the items listed above. Any other requests are subject to further approval. Restrictions: r* * ►t rr**w t v* t***r** *• rya*�F�R OFFICE USE ONLY ►**�.* *. ** �Q.*. ► ** *�,.* «* * *.*��. **.«►*** �*r Reservation Fee: $ c Date Paid: O `l� Initials: Deposit Fee: $ Payment: ❑ Cash ❑ eck ❑ Charge Total Fee: $ 3 Submitted to City Council: �� 1 lk Confirmation Sent: Initials: City Council Approval: Forms\picnic forms\special use and beer and/or wine application K FACILITIES SPECIAL USE AND/OR BEEVWINE APP ICATION vn: �-o.e A T5 Date of Picnic: any/Organization: Address: ! `7 44 11 N - a )L <:iry/State/Zip: M""r I I Home Phone: 0'I S• 3 �,fy )( .__. Work/Cell Phone: 'ark: ❑ Knox-Park ❑ Petersen Park C Veteran's Memorial Park krea: ❑ Shelter A 0 Shelter B 0 Shelter C ❑ Other: 4rrival Time: /Jovd Departure Time:6 e__r� Total Number Attending: Falsifying attendance numbers will result in loss of deposit. Water, electricity and restrooms are available at all sites. :'lease explain additional needs from the Parks Dept.: groups of 500 or more must obtain additional: ❑ dumpsters 0 portable toilets 3rief description of program (i.e. co picnic, car show, craft show, wedding, etc.): moist all activities that will be held: items being brought into park site: ❑ tent ;bother les ❑ chairs ❑ benches ❑ carnival rides music 0 animals ❑ model planes ❑ other 'Will beer/wine be present: 0 Yes ❑ No IF YOU CHECKED YES,PLEASE ANSWER BELOW QUESTIONS "Indicate the number of beer/wine permits issued to the undersigned this calendar year 0 . Indicate the number of beer/wine permits denied A. Indicate amount of beer/wine to be brought into the City Park under this permit on such date(number of wine bottles, beer cases,beer kegs, etc.) 4 ¢ Q- . I agree that all the beer/wine containers will be removed by applicant or placed in proper containers on site on the permit date and that no underage or intoxicated person will be allowed to consume any of the beer/wine brought into the City of McHenry park under this permit. I agree that none ofthe beer/wine allowed in the City of McHenry park, pursuant to this application will be sold, it being understood that the sale of beer/wine under this permit issued pursuant to this application is expressly prohibited. I have read and will comply with the City of McHenry Park Permit rules. I have read and understand the rules and regulations that have been set forth by the City of McHenry regarding the special use and/or beer/wine application(s)and will assume responsibility for any loss, damage or liability arising from the use of the park property. I also understand that not complying with the Park Permit rules will result in loss of deposit. Signature:_ � ,, `�, / a0 /t Date: Health permits are required by law for concessions and catering. Please make arrangements to obtain permits. NOTE: Approval will be based on the items listed above. Any other requests are subject to further approval. Restrictions: ****,**.�« *« *.*► ►*.►..* * * ******FOR OFFICE USE ONLY***************+** Reservation Fee: $ Date Paid: 1 I _ Initials: K6 Deposit Fee: Payment: 0 Cash i l&ck ❑ Charge Total Fee: Submitted to City Council: dq c2ol/ Confirmation Sent: Initials: City Council Approval: Forms\picnic ronnsvpeeial use and beer and/or wine application Date of Picnic/Event SPECIAL USE APPLICATION - PARK FACILITIES Company or Organization: 6 4� X� f RGTi4 i cy LCA60 E it UXt-1-W,_ LD0'2-A- Contact Person: ?k'rRtC-1L IMIL4 6� / Address: �qD l �?L-'3(Dd, TV--All- City/State/Zip: P',,r,4� *K l G- 6-no SD Home Phone: 8'S-363--75-13 Work Phone: A 141-la 79 - Z86 9 Park: q Knox Park etersen Park q Veteran's Memorial Park Area: q Shelter A q Shelter B q Other: Arrival Time: 7=°yA-0A, Departure Time: /0:WAA Total Number Attending: YZ6 ' 6 D r7 Falsifying attendance numbers will result in loss of deposit Will beer/wine be present: q Yes(complete beer/wine application) DNo Brief description of program(i.e. company picnic,car show,craft show,etc.):fA-srvltC-u SnGtBhu-�jb�1¢1�fEy C�Jc�2 t5e't List all activities that will be held: -CAsrFt 1-cW 0-y.4 e-,f . 4kWcS., 'r S6U l0r-:5k!.0 k c..t VG #KUS(G &Ao51 !JDA/ W04) — �t cG�S Ga�I L,-C.p TD TAr� snCT8A�— Lk u4 PA CDax A CA03CM 50PAna i Items brought into park site: q tent tables chairs q benches q carnival rides q music q animals q model planes othe Sra� q other q other q other Groups of 500 or more must obtain additional: q dumpsters portable toilets Water,electricity and restrooms are available at all sites. Please explain any additional utilities needed: Health permits are required by law for concessions and catering. Make arrangements to obtain permits. I, ZrLtc,K 1K I t-cAFL have read and understand the rules and regulations that have been set forth by the City of McHenry regarding the special use application and will assume responsibility for any loss,damage or liability arising from the use of the park property. Signature: " V Date: 0/-2-1 /OI ) NOTE: Approval will be based on the items listed above. Any other requests are subject to further approval. ************************ *************FOR OFFICE USE ONLY********************** ************** Reservation Fee: $ Deposit Fee: $ Date Paid: Initials: Total Fee: $ Payment: q Cash q Check q Charge City Council Approval: Confirmation Sent: Initials: Restrictions: Forms\picnic forms\special use application cHENRY PARK FACILITIpES SPECIAL USE AND/OR BEER/WINE APPLICATION ntact Person:_Jehnilev at'(' Date of Picnic: mpany/Organization: Address:� C-O '(Shc-tfrnvo c�, y/State/Zip:rY� VAe-n �Home Phone: Work/Cell Phone 'k ❑ Knox-Park ❑ Petersen Park iK Veteran's Memorial Park ,a: ❑�Sh,�elter A ❑ Shelter B ❑ Shelter C ❑ Other: rival Time:'a_T Departure Time:__39],i Total Number Attending. Falsifying attendance numbers will result in loss of deposit. ater, electricity and restrooms are available at all sites. ;ase explain additional needs from the Parks Dept.: •oups of 500 or more must obtain additional: ❑ dumpsters 0 portable toilets .ef description of program (i.e. co picnic, car show,craft show,wedding, etc.): but m re '? qt", ;t all activities that will be held: ms being brought into park site: El tent ❑ tables ❑ chairs ❑ benches ❑ carnival rides music ❑ animals ❑ model planes ❑ other 0 other Il beer/wine be present: Yes ❑ No IF YOU CHECKED YES,PLEASE ANSWER BELOW QUESTIONS **Indicate the number of beer/wine permits issued to the undersigned this calendar year . Indicate the number beer/wine permits denied U Indicate amount of beer/wine to be brought into the City Park under this permit on such e(number of wine bottles, beer cases,beer kegs, etc.) GASPS' C4 W cy-0— I agree that all the beer/wine containers will be removed by applicant or placed in proper containers on site on the mit date and that no underage or intoxicated person will be allowed to consume any of the beer/wine brought into the y of McHenry park under this permit. I agree that none of the beer/wine allowed in the City of McHenry park, pursuant :his application will be sold, it being understood that the sale of beer/wine under this permit issued pursuant to this )lication is expressly prohibited. I have read and will comply with the City of McHenry Park Permit rules. I have read and understand the rules and regulations that have been set forth by the City of McHenry regarding the :cial use and/or beer/wine application(s) and will assume responsibility for any loss, damage or liability arising from the of theApkk prope als nderstand that not complying with the Park Permit rules will result in loss of deposit. ;nature _ Date: alth permits are required by law for concessions and catering. Please make arrangements to obtain permits. )TE: Approval will be based on the items listed above. Any other requests are subject to further approval. strictions: *k.*►««** **. ..**+*«*** ******"FOR OFFICE USE ONLY*.**.****** �.*.►*+ .**.*..*.**.** .******.e�*****. *..* * * >ervation Fee: $ 36"o r Date Paid: Initials: c. ,Dosit Fee: $ J� Payment: (I Cash 1-1 Check ] arge :al Fee: $_ 3,3 Submitted to City Council: qua '-2� C;�O// -ifirmation Sent: Initials: City Council Approval: ns\picnic forms\special use and beer an(Vor wine application REGULAR MEETING AUGUST 15, 2011 Mayor Low called the regularly scheduled August 15, 2011 meeting of the McHenry City Council to order at 7:30 p.m. In attendance were the following Aldermen: Santi, Glab, Schaefer, Blake, Wimmer, Peterson, and Condon. Absent: None. Also in attendance were City Administrator Black, Deputy City Administrator Martin, Assistant City Administrator Hobson, City Clerk Jones, City Attorney McArdle, Construction and Neighborhood Services Director Schwalenberg, Public Works Director Schmitt, Parks and Recreation Director Merkel, Deputy Chief of Police Lumber. Mayor Low invited two members of Boy Scout Troop 131 to lead the assembly in the Pledge of Allegiance. Mayor Low congratulated Alderman Blake and his wife Erin on the birth of their son, Sean. PUBLIC INPUT SESSION There was no one who signed in to speak during the Ten Minutes of Public Input. CONSENT AGENDA Motion by Santi, seconded by Wimmer, to approve the Consent Agenda as presented: A. Ordinance granting a six-month extension of existing conditional use permit for 2210 West Elm Street; B. Authorize execution of auction agreement with MCCG for September 24,2011 auction and ordinance authorizing sale by public auction of surplus property; C. Special use/picnic permits; D. City Council minutes: August 8,2011 regularly scheduled meeting; E. List of Bills: A-ABLE ALARM SERVICE INC 154.75 AALTO, SARAH M 285.00 ACE HARDWARE, BJORKMAN'S 983.35 ADVANCED AUTOMATION AND 10,586.89 AT&T 68.81 AUTO TECH CENTERS INC 208.50 BANKCARD PROCESSING CENT 1,143.55 BLAKE, ERIN 170.00 BOGO LLC 120.75 BUCK BROS INC 369.34 BUSS FORD SALES 721.50 CARQUEST AUTO PARTS STOR 642.83 CENTEGRA OCCUPATIONAL HE 187.18 CHICAGO INTERNATIONAL TR 112.54 CINTAS CORPORATION #355 1,241.84 COMED 32.87 CONSERV FS 701.20 CONSTELLATION NEWENERGY 18,503.70 CRESCENT ELECTRIC SUPPLY 13.17 D'ANGELO NATURAL SPRING 38.75 DREISILKER ELECTRIC MOTO 371.22 DURA WAX COMPANY INC, TH 48.30 ED'S RENTAL & SALES INC 200.05 Regular Meeting Page 2 August 15,2011 FOX VALLEY SYSTEMS INC 142.82 FOXCROFT MEADOWS INC 235.00 HAWKINS INC 952.25 HBK WATER METER SERVICE 1,447.50 HIPOINT EMBROIDERY INC 46.94 JIMANOS PIZZERIA 24.00 KALE UNIFORMS INC 45.16 KIMBALL MIDWEST 154.31 LRD SYSTEMS & FORMS 840.00 MCHENRY ANALYTICAL WATER 780.00 MCHENRY COUNTY COLLECTOR 17,713.44 MCHENRY COUNTY RECORDER 321.50 MCHENRY FIRESTONE 80.00 MID AMERICAN WATER OF WA 289.95 MIDWEST METER INC 314.50 MINUTEMAN PRESS OF MCH 1,177.14 MUNIMETRIX SYSTEMS CORP 3,040.00 NAPA AUTO PARTS MPEC 2,180.24 NEUMANN JR, EDWARD J 500.00 PARKSON CORPORATION 52,852.00 PETROLIANCE LLC 8,202.78 PETTIBONE & CO, P F 249.00 PITNEY BOWES INC 203.97 PRECISION SERVICE & PART 1,204.08 PRIME TACK & SEAL CO 968.20 REICHE'S PLUMBING SEWER 280.00 REINDERS INC 506.47 ROAD RAGE INC 2,840.00 ROWE, HERBERT W 115.00 SERVICEMASTER BY DIDIER 2,232.00 SHERMAN MECHANICAL INC 1,617.50 SMALE, GUY 15.00 STANS OFFICE TECHNOLOGIE 285.75 STEINER ELECTRIC COMPANY 210.75 SWIFT CO INC, JOHN S 1,883.00 TRAFFIC CONTROL & PROTEC 200.11 ULTRA STROBE COMMUNICAIT 3,599.95 UNITED PARCEL SERVICE 57.22 USA BLUEBOOK 84.78 VALLEY VIEW ACRES 600.00 VERIZON WIRELESS 1,809.41 WASTE MANAGEMENT OF WI P 5,951.49 GRAND TOTALS 153,159.30 FUND TOTALS GENERAL FUND 28,097.72 DEVELOPER DONATION FUND 7,066.52 CAPITAL EQUIPMENT FUND 6,140.00 WATER/SEWER FUND 33,244.03 UTILITY IMPROVEMENTS FUND 63,218.89 MARINA OPERATIONS FUND 10,640.71 RISK MANAGEMENT FUND 58.80 INFORMATION TECHNOLOGY FUND 4,192.63 RETAINED PERSONNEL ESCROW 500.00 TOTALS 153,159.30 Voting Aye: Santi, Glab, Schaefer, Blake, Wimmer, Peterson, Condon. Voting Nay: None. Absent: None. Motion carried. Alderman Condon left the Council Chambers at 7:34 p.m. Regular Meeting Page 3 August 15,2011 ORDINANCE PROVIDING FOR AMENDMENT TO ORDINANCE 0-87-424 PROVIDING FOR A ZONING MAP AMENDMENT AND AUTHORIZING VARIANCES FOR MCHENRY TOWNSHIP FIRE PROTECTION DISTRICT PROPERTY LOCATED AT 3610 WEST ELM STREET In attendance were McHenry Township Fire Protection District (MTFPD) Chief Anthony Huemann, Architect Tim Schmitt, and Architect Kenneth Schaefer. Deputy Administrator Martin stated a request was submitted by MTFPD seeking Council permission to construct an administrative facility addition to their existing building located at 3610 West Elm Street. The addition would be used for operations and administration, meeting space and miscellaneous office space. Deputy City Administrator Martin noted Council approved an ordinance in 1987, 0-87- 424, granting a conditional use permit for the firehouse station one administrative headquarters. Since that time the needs of MTPFD (district) have grown to the point that the district has purchased adjacent properties in preparation of expanding the facility located on the site. In order to accomplish the district's request the following needs to occur: 1. Zoning map amendment from residential to commercial (C5 Highway Commercial District) for the newly-acquired and previously owned parcels which would be incorporated into one overall zoning lot; 2. Amendment to 0-87-424 allowing for an expansion of the existing conditional use permit on the premises; 3. Variances to the provisions of the landscape and screening requirements of the Zoning Ordinance; 4. Variances to the off-street parking and loading requirements of the Zoning Ordinance. Deputy Administrator Martin noted the Planning and Zoning Commission considered the requests at a public hearing held on July 7, 2011 and unanimously recommended the following: 1. Approval of zoning map amendment for parcel 7 from RM-2 to C-5 and for parcels 1 and 5 from RS-4 to C-5; 2. Approval of an amendment to 0-87-424 to allow a building addition and conditional use permit site expansion of parcels 1-7 to be constructed in substantial conformance with the geometric site plan and building elevations prepared by 222 Architects dated June 24, 2011, and the landscape plan prepared by uplandDesign Rd dated June 29, 2011, collectively referred to as the "site plan"; 3. Approval of variances to the landscape and screening requirements of the Zoning Ordinance to allow the development of the subject property subject to the following conditions: a. A 4-foot high solid wooden fence shall be erected on the proposed retaining wall along the entire length of the northern property line; b. Contribution of$6 per square foot be made to the City in lieu of the installation of sidewalk from the existing walk terminus at the southern end of Freund Regular Meeting Page 4 August 15,2011 Avenue on the east side to the northern boundary on the east side of Freund Avenue; 4. Approval of variances to the off-street parking and loading requirements of the Zoning Ordinance to allow a third driveway and an increase in total driveway width for a non-residential driveway. Deputy Administrator Martin noted the district is working with Illinois Department of Transportation (IDOT) regarding access issues, particularly with regard to access onto Richmond Road which would be solely for emergency vehicles. He noted the site plans include the elimination of existing driveways onto Elm Street for passenger-type vehicles. He further noted that not all storm water management concerns have been addressed. Staff will be reviewing the engineering of the site during the permit review process to ensure compliance with all storm water management criteria. Alderman Santi stated he wants to be certain drainage concerns are addressed so water does not flow onto Freund Avenue. Alderman Santi inquired if there would be a possibility of emergency vehicles accessing the station from Freund Avenue. Fire Chief Huemann responded that would happen only if extra companies were on the premises and responded to a call. Alderman Glab inquired about the proposed fence and inquired if it could be constructed of composite materials instead of wood. He noted he supports wood construction rather than metal fabrication. Fire Chief Huemann noted the fence would likely be of composite construction. Alderman Glab stated since Council will not have any opportunity to address drainage issues after tonight's discussion he opined the drainage issues should be discussed at this time. He inquired if storm water sewers were capable of accepting runoff from the site. He further noted the site runoff should be more restrictive. Architect Schmitt explained the surface runoff and planned drainage system for the site. Alderman Glab continued to inquire about drainage issues. Architect Schmitt noted calculations have not yet been prepared by the project engineer. Alderman Glab expressed his concerns about the antenna and its placement on the premises. Alderman Schaefer stated his concern with the area off of Freund Avenue and the potential for vehicles entering and exiting the site from this location. Chief Huemann responded vehicles utilizing this driveway would be solely non-emergency vehicles. Alderman Schaefer expressed concerns regarding the egress and ingress at the Richmond Road access point. He noted the access at this point is already a nightmare and he does not foresee any improvements in light of the site plan. Architect Schaefer explained that Regular Meeting Page 5 August 15,2011 IDOT and the district have come to a determination regarding the entrance/exit onto Richmond Road and noted use of this access point would be infrequent. Alderman Schaefer inquired what would be in place at the end of the retaining wall. Architect Schaefer responded the retaining wall will run east and west and there would be natural grass where the wall ends. Alderman Blake noted he had questions regarding the Richmond Road access but his concerns have been addressed. Alderman Wimmer inquired if the district is awaiting IDOT approval regarding the Richmond Road access. Architect Schaefer responded that is correct. He noted IDOT is on board with the access point in concept but it is slow moving through the approval process. Alderman Wimmer inquired of Director of Public Works Schmitt if IDOT could potentially alter the plans being viewed this evening. Director Schmitt responded if IDOT alters the plans the adjustments would be incorporated into the City's review of the engineering for the site. Alderman Wimmer also expressed concerns regarding drainage from the site. Director Schmitt stated there is no question there are existing drainage issues. He stated once the final engineering has been received by the City, the City engineer will review the plans for acceptance and potential changes. He further noted Staff is very aware of drainage concerns on the property and these concerns will be addressed. Alderman Peterson also. expressed concerns about drainage. Architect Schmitt responded drainage grates would be installed so that there would be clear access across driveway access points. Alderman Peterson inquired about snow removal from the site. Architect Schaefer responded the snow would be pushed as far back as possible away from Freund Avenue. If necessary, the snow would be hauled from the premises. Alderman Peterson requested assurance that snow would remain onsite and not be pushed across Freund Avenue. Alderman Santi inquired as to the frequency of training sessions which would be held in the expanded facility. Fire Chief Huemann responded training sessions would be conducted on Monday evenings, once per quarter. He noted there would be approximately 100 firefighters, paramedics and EMTs present for the training sessions. In response to further inquiry, he noted that during the week up to three additional pieces of equipment would be onsite, possibly two or three times per week. Alderman Santi inquired if work would begin on the project prior to final IDOT approval being granted. Architect Schaefer responded no work would be done until IDOT has approved Regular Meeting • Page 6 August 15,2011 of the plans..Director Schmitt noted the building permit would not be issued until approval has been received from IDOT. Alderman Peterson asked Fire Chief Huemann if the site is a viable location for station one and the administrative offices. Fire Chief Huemann responded the four mile area around station 1 is the busiest in the 56 square mile area of the district. The site is accessible from all directions and it is centrally located. The site is also in close proximity to all assisted living facilities. The district feels very strongly that this is the right location for station 1 and the district's administrative facilities Alderman Glad inquired as to the need to landscaping requirement variances. Architect Schaefer responded by eliminating one of the required parking lot landscape islands, the premises would be easier to maintain as far as snow removal is concerned. Alderman Schaefer inquired what would prevent people from cutting through on the site to Freund Avenue. Architect Schaefer responded he hoped vehicles would not cut through the site. Fire Chief Huemann noted this is also a concern of the district. The district is considering installing signs indicating access is for "emergency vehicles only'. He assured Council the district is cognizant of the potential problem. He further noted he would assess with the Police Department what can be done if this issue becomes a problem. Alderman Schaefer again expressed concern that drainage from the site must be adequately addressed. Alderman Glab noted the owner of the property at 3614 Freund Avenue seems to have concerns regarding the landscaping being proposed. Architect Schaefer responded the owner of the property, Mr. Walsh, is in the landscape business. He noted nothing has been depicted yet on the renderings for the site. Alderman Glab stated he feels a fence belongs adjacent to Mr. Walsh's property; it would be more appropriate than shrubs. Mayor Low noted as a point of interest Mr. Walsh specifically stated he did not want a fence constructed adjacent to his property. Alderman Glab again stated he feels a fence would be more appropriate than bushes. Architect Schaefer noted the district has no problem with the installation of a fence on the north side of the property except the adjacent property owner, Mr. Walsh, does not want a fence at this location. General discussion followed regarding the benefits of fencing versus shrubbery being utilized for screening purposes on the north property line. Regular Meeting Page 7 August 15,2011 Alderman Santi expressed his belief that the bushes provide a sufficient buffer to residential property to the north and that they would satisfactorily buffer any vehicle headlights from neighboring properties. In response to Alderman Glab's statement that he wished to keep the screening issue, fencing or shrubs along the north property line, open, Alderman Santi reiterated he is comfortable with Staffs recommendation for the use of shrubs. Motion by Santi, seconded by Wimmer, to accept the unanimous recommendation of the Planning and Zoning Commission to pass an ordinance providing for the following as requested by the McHenry Township Fire Protection District for its property located at 3610 West Elm Street: 1. Approval of zoning map amendment for parcel 7 from RM-2 to C-5 and for parcels 1 and 5 from RS-4 to C-5; 2. Approval of an amendment to 0-87-424 to allow a building addition and conditional use permit site expansion of parcels 1-7 to be constructed in substantial conformance with the geometric site plan and building elevations prepared by 222 Architects dated June 24, 2011, and the landscape plan prepared by uplandDesign Itd ated June 29, 2011, collectively referred to as the "site plan"; 3. Approval of variances to the landscape and screening requirements of the Zoning Ordinance to allow the development of the subject property subject to the following conditions: a. A 4-foot high solid wooden fence shall be erected on the proposed retaining wall along the entire length of the northern property line; b. Contribution of$6 per square foot be made to the City in lieu of the installation of sidewalk from the existing walk terminus at the southern end of Freund Avenue on the east side to the northern boundary on the east side of Freund Avenue; 4. Approval of variances to the off-street parking and loading requirements of the Zoning Ordinance to allow a third driveway and an increase in total driveway width for a non-residential driveway. Voting Aye: Santi, Schaefer, Blake, Wimmer. Voting Nay: Glab, Peterson. Absent: Condon. Motion carried. Alderman Condon returned to Council Chambers at 9:04 p.m. REQUEST FROM MTFPD FOR SIGN VARIANCES FOR THE PROPERTY LOCATED AT 3610 WEST ELM STREET Deputy Administrator Martin stated MTFPD has submitted a request for sign variances for its facility located at 3610 West Elm Street. The district would like to construct a second Regular Meeting Page 8 August 15,2011 freestanding sign including an additional 43.3 square feet area which would incorporate an electronic message display. Staff has reviewed the request and believes the sign would provide a public benefit and recommends approval. Motion by Wimmer, seconded by Schaefer, to accept Staff's recommendation to approve sign variances as requested by the McHenry Township Fire Protection District for its property located at 3610 West Elm Street as presented. Voting Aye: Santi, Glab, Schaefer, Blake, Wimmer, Peterson, Condon. Voting Nay: None. Absent: None. Motion carried. ORDINANCE AUTHORIZING AN AMENDMENT TO THE ECONOMIC INCENTIVE AGREEMENT WITH MCHENRY COMMONS SHOPPING CENTER Mayor Low announced Agenda Item #8. An Ordinance authorizing an amendment to the Economic Incentive Agreement with McHenry Commons Shopping Center, has been pulled from this evening's Agenda by the applicant and will be considered at a later time. ORDINANCE ESTABLISHING MUTUAL AID AGREEMENT BETWEEN THE CITY OF MCHENRY AND THE VILLAGE OF JOHNSBURG POLICE DEPARTMENTS Deputy Chief Lumber stated the McHenry Police Department has been working with the Village of Johnsburg to develop an intergovernmental agreement which would provide mutual aid between the two police departments. He noted the proposed mutual aid agreement would be similar to the agreements in place between various fire district jurisdictions. Deputy Chief Lumber outlined the highlights of the proposed agreement and noted it is Staff's recommendation to authorize the Mayor's execution of the agreement as presented. Alderman Santi inquired if the County offers backup when necessary. Deputy Chief Lumber responded they provide backup dependent upon their availability. He noted it depends greatly upon the circumstances of the call. Alderman Glab stated he is not thrilled with the section of the agreement indicating there would be "no reimbursement". He stated his belief that McHenry's Police Department would be inundated with requests for assistance without compensation. In response to an inquiry by Alderman Glab, Deputy Chief Lumber noted the Johnsburg Police Department has not received CALEA certification. Alderman Schaefer stated he always wants to see the McHenry Police Department serve McHenry first. He expressed overtime concerns. Deputy Chief Lumber noted overtime due to mutual assistance would be possible, but would not be a huge encumbrance to the McHenry department. He further noted that City of McHenry calls would always take priority. Alderman Regular Meeting Page 9 August 15,2011 Schaefer stated he has a number of questions relating to the procedures involved within the agreement. Alderman Condon stated she likes the fact that the communities have an opportunity to cooperate. She requested an evaluation be made after one year regarding how the mutual aid agreement is functioning. Deputy Chief Lumber stated his belief than an evaluation could be implemented. Motion by Santi, seconded by Condon, to accept Staff's recommendation to pass an ordinance providing for a mutual aid agreement between the City of McHenry Police Department and the Village ofJohnsburg Police Department as presented. Voting Aye: Santi, Schaefer, Blake, Wimmer, Peterson, Condon. Voting Nay: Glab. Absent: None. Motion carried. MAYOR STATEMENT AND REPORT Mayor Low reported on the second annual "Keep the Spirit of 45 Alive" event hosted at Veterans Memorial Park last Saturday evening. The event was arranged by Ron and Linda Bykowski and was well-attended. She noted there were twice the number of WWII Vets as were in attendance for the first year of the event. COMMITTEE REPORTS Chairman Alderman Condon announced there would be a Community Development Committee meeting on Tuesday, August 23, 2011 at 7 p.m. in the Aldermen's Conference Room. STAFF REPORTS Director of Public Works Schmitt announced the fall brush pickup program begins on August 291n FUTURE AGENDA ITEMS Alderman Schaefer inquired if the storm damage pickup had been completed. Director Schmitt responded that pickup for the most part has been completed. EXECUTIVE SESSION: PROPERTY ACQUISITION AND POTENTIAL LITIGATION Motion by Wimmer, seconded by Santi, to go into Executive Session to discuss Property Acquisition and Potential Litigation at 9:25 p.m. Voting Aye: Santi, Glab, Schaefer, Blake, Wimmer, Peterson, Condon. Voting Nay: None. Absent: None. Motion carried. Regular Meeting Page 10 August 15,2011 Council went into Executive Session at 9:27 p.m. Motion by Condon, seconded by Blake, to go back into Open Session at 10:04 p.m. Voting Aye: Santi, Glab, Schaefer, Blake, Wimmer, Peterson, Condon. Voting Nay: None. Absent: None. Motion carried. Council went back into Open Session at 10:04 p.m. OPEN SESSION REGARDING MATTERS DISCUSSED IN EXECUTIVE SESSION There was no action taken in open session regarding matters discussed in Executive Session. ADJOURNMENT Motion by Wimmer, seconded by Santi,to adjourn the meeting at 10:05 p.m. Voting Aye: Santi, Glab, Schaefer, Blake, Peterson, Condon. Voting Nay: Wimmer. Absent: None. Motion carried. The meeting was adjourned at 10:05 p.m. Mayor City Clerk DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 1 LIST OF BILLS COUNCIL MEETING 8/2*/ll CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ------------------------------------------------------------------------------------------------------------------------------------ 11080870 510 32 1110 ADAMS, RUSSELL CDL REIMB 08/29/11 0 082311 55.00 510.32.5430 1108 082311 GLJ2622 55.00 082311 11080871 100 33 1389 ALEXANDER EQUIPMENT COMP 78322 CHIPPER KNIVES O8/29/11 0 082311 623.40 100.33.5370 1108 082311 GLJ2622 623.40 082311 11080872 100 45 1389 ALEXANDER EQUIPMENT COMP 78369BCHIPPER RENTAL 08/29/11 0 082311 1,400.00 100.45.6110 1108 082311 GLJ2622 1400.00 082311 11080873 100 22 1414 ALTERNATE POWER INC 5242C GENERATOR REPAIRS O8/29/11 0 082311 162.48 100.22.5370 1108 082311 GLJ2622 162.48 082311 11080874 100 22 1414 ALTERNATE POWER INC 5242C ANNUAL GENERATOR MAINTENANCE 08/29/11 0 082311 2,366.00 100.22.5110 1108 082311 GLJ2622 2368.00 082311 11060860 100 47 1421 AMELIO, ROBERT 8/1-12/11 SOFTBALL UMPIRE SERVICES 08/29/11 0 082311 305.50 100.47.5110 1108 082311 GLJ2622 305.50 082311 11080875 100 47 1497 ANDERSON, LORI 6/27-8/10 PARKS PROGRAM INSTRUCTOR 08/29/11 0 082311 213.13 100.47.5110 1108 082311 GLJ2622 77.50 082311 100.47.5110 1108 082311 GLJ2622 135.63 082311 11080876 XXXXX XXXXX 1450 AT&T 8153632114CENTREX PHONE LINES 08/29/11 0 082311 3,026.05 100.01.5320 1108 082311 GLJ2622 835.22 082311 100.02.5320 1108 082311 GLJ2622 56.75 082311 100.22.5320 1108 082311 GLJ2622 684.16 082311 100.30.5320 1108 082311 GLJ2622 231.35 082311 100.33.5320 1108 082311 GLJ2622 584.15 082311 100.41.5320 1108 082311 GLJ2622 113.50 082311 100.42.5320 1108 082311 GLJ2622 57.91 082311 100.43.5320 1108 082311 GLJ2622 56.75 082311 100.44.5320 1108 082311 GLJ2622 128.51 082311 100.45.5320 1108 082311 GLJ2622 172.85 082311 620.00.5110 1108 082311 GLJ2622 104.90 082311 11080877 510 XXXXK 1450 AT&T 8153632114CENTREX PHONE LINES O8/29/11 0 082311 804.35 510.31.5320 1108 082311 GLJ2622 460.04 082311 510.32.5320 1108 082311 GLJ2622 344.31 082311 11080878 100 XXXXX 1450 AT&T AUG 2011 ALARM CIRCUITS 08/29/11 0 082311 232.95 100.43.5320 1108 082311 GLJ2622 63.58 082311 100.45.5320 1108 082311 GLJ2622 122.04 082311 100.46.5320 1108 082311 GLJ2622 15.95 082311 100.33.5320 1108 082311 GLJ2622 31.38 082311 11080879 510 32 1450 AT&T 8153852282ALARM CIRCUITS 08/29/11 0 082311 37.89 510.32.5320 1108 082311 GLJ2622 37.89 082311 11080880 100 XXXXX 1452 AT&T LONG DISTANCE 813828058 LONG DISTANCE PHONE SERVICE O8/29/11 0 082311 123.07 100.01.5320 1108 082311 GLJ2622 117.33 082311 100.22.5320 1108 082311 GLJ2622 .82 082311 DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 2 + LIST OF BILLS COUNCIL MEETING 8/2*/ll CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE -------------------------------------------------------------------------------------------------------------------- 100.30.5320 1108 082311 GLJ2622 1.02 082311 100.33.5320 1108 082311 GLJ2622 2.42 082311 100.41.5320 1108 082311 GLJ2622 .10 082311 100.42.5320 1108 082311 GLJ2622 .33 082311 100.45.5320 1108 082311 GLJ2622 1.05 082311 11080881 510 XXXXX 1452 AT&T LONG DISTANCE 813828058 LONG DISTANCE PHONE SERVICE 08/29/11 0 082311 1.88 510.31.5320 1108 082311 GLJ2622 1.26 082311 510.32.5320 1108 082311 GLJ2622 .62 082311 11080882 510 32 1739 AUTO TRUCK GROUP 1026860 AQUATECH REPAIR PARTS 08/29/11 0 082311 185.86 510.32.5370 1108 082311 GLJ2622 185.86 082311 11080885 760 00 2002 BACK TO HEALTH CTR LLC 6/27/11INSWORK/DISABILITY EXAM 08/29/11 0 082311 325.00 760.00.5110 1108 082311 GLJ2622 325.00 082311 11080886 100 47 2150 BERMUDEZ, CECILIA 6/15-8/3 PARKS PROGRAM INSTRUCTOR 08/29/11 0 082311 378.00 100.47.5110 1108 082311 GLJ2622 378.00 082311 11080887 600 00 2408 BLUE CROSS BLUE SHIELD 0 830865MEDICAL & DENTAL PREMIUMS 08/29/11 0 082311 117,244.25 600.00.4310 1108 082311 GLJ2622 109886.89 082311 600.00.4320 1108 082311 GLJ2622 7357.36 082311 11080861 100 47 2637 BREMER, CURTIS H 8/1-12/11 SOFTBALL UMPIRE SERVICES O8/29/11 0 082311 26.00 100.47.5110 1108 082311 GLJ2622 26.00 082311 11080888 100 03 2636 BRENNAN, DAN 8/4/11MOWING SERVICES 08/29/11 0 082311 1,365.00 100.03.5110 1108 082311 GLJ2622 1365.00 082311 11080889 100 03 2636 BRENNAN, DAN 8/11/11 MOWING SERVICES 08/29/11 0 082311 840.00 100.03.5110 1108 082311 GLJ2622 840.00 082311 11080862 100 47 2651 BROWN, PAUL 8/1-12/11 SOFTBALL UMPIRE SERVICES O8/29/11 0 082311 23.00 100.47.5110 1108 082311 GLJ2622 23.00 082311 11080890 100 22 2765 BUSS FORD SALES 41607 VEHICLE REPAIR PARTS 08/29/11 0 082311 225.00 100.22.5370 1108 082311 GLJ2622 225.00 082311 11080891 100 22 2765 BUSS FORD SALES 41608 VEHICLE REPAIR PARTS 08/29/11 0 082311 290.54 100.22.5370 1108 082311 GLJ2622 290.54 082311 11080892 100 33 2765 BUSS FORD SALES 41636 VEHICLE REPAIR PARTS 08/29/11 0 082311 119.10 100.33.5370 1108 082311 GLJ2622 119.10 082311 11080893 100 22 2765 BUSS FORD SALES 41684 VEHICLE REPAIR PARTS 08/29/11 0 082311 484.84 100.22.5370 1108 082311 GLJ2622 484.84 082311 11080898 620 00 3134 CDS OFFICE TECHNOLOGIES INV0611358SQUAD CAR COMPUTERS 08/29/11 0 082311 21,085.00 620.00.6270 1108 082311 GLJ2622 21085.00 082311 11080899 620 00 3135 CDW GOVERNMENT INC ZJK6266 COMPUTER PRGM BACKUP SUPPLI O8/29/11 0 082311 1,374.67 DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 3 LIST OF BILLS COUNCIL MEETING 8/2*/11 CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ------------------------------------------------------------------------------------------------------------------------------------ 620.00.6110 1108 082311 GLJ2622 1374.67 082311 11080900 100 01 3157 CENTEGRA OCCUPATIONAL HE 96927 MEDICAL SERVICES 08/29/11 0 082311 62.72 100.01.5110 1108 082311 GLJ2622 62.72 082311 11061032 XXXXX XXXXX 3157 CENTEGRA OCCUPATIONAL HE 97267 MEDICAL SERVICES 08/29/11 0 082411 225.40 100.01.5110 1108 082411 GLJ2637 107.80 082411 610.00.6940 1108 082411 GLJ2637 117.60 082411 11081033 610 00 3157 CENTEGRA OCCUPATIONAL HE 97390 MEDICAL SERVICES 08/29/11 0 082411 58.80 610.00.6940 1108 082411 GLJ2637 58.80 082411 11080901 100 33 6635 CHICAGO INTERNATIONAL TR 11005812 VEHICLE REPAIR PARTS 08/29/11 0 082311 55.45 100.33.5370 1108 082311 GLJ2622 55.45 082311 11080902 100 22 3397 CLESEN, NICHOLAS CLOTHING ALLOWANCE REIMB 08/29/11 0 082311 300.00 100.22.4510 1108 082311 GLJ2622 300.00 082311 11080903 100 33 3400 CLIFFORD-WALD 67207 LARGE COPIER REPAIRS 08/29/11 O 082311 318.14 100.33.5110 1108 082311 GLJ2622 318.14 082311 11080904 510 XXXXX 3400 CLIFFORD-WALD 67207 LARGE COPIER REPAIRS 08/29/11 O 082311 163.90 510.31.5110 1108 082311 GLJ2622 144.61 082311 510.32.5110 1108 082311 GLJ2622 19.29 082311 11080905 100 33 3400 CLIFFORD-WALD 67218 LARGE COPIER REPAIRS 08/29/11 0 082311 217.66 100.33.5110 1108 082311 GLJ2622 217.66 082311 11080906 510 XXXXX 3400 CLIFFORD-WALD 67218 LARGE COPIER REPAIRS 08/29/11 0 082311 112.14 510.31.5110 1108 082311 GLJ2622 98.94 082311 510.32.5110 1108 082311 GLJ2622 13.20 082311 11080907 100 33 3509 COMCAST CABLE 8/12-9/11 INTERNET SERVICES 08/29/11 0 082311 47.53 100.33.5320 1108 082311 GLJ2622 47.53 082311 11080908 510 XXXXX 3509 COMCAST CABLE 8/12-9/11 INTERNET SERVICES 08/29/11 0 082311 25.76 510.31.5320 1108 082311 GLJ2622 22.73 082311 510.32.5320 1108 082311 GLJ2622 3.03 082311 11080909 510 XXXXX 3565 CONSTELLATION NEWENERGY 3939971 WATER/SEWER PUMPING CHARGES 08/29/11 0 082311 28,198.09 510.31.5510 1108 082311 GLJ2622 13337.26 082311 510.32.5510 1108 082311 GLJ2622 14860.83 082311 11080910 100 33 3742 CURRAN CONTRACTING COMPA 76436 6 WHEELER DUMP 08/29/11 0 082311 10.00 100.33.6110 1108 082311 GLJ2622 10.00 082311 11080911 100 47 3736 CURTIS, TINA 523421-A PARKS PROGRAM INSTRUCTOR 08/29/11 0 082311 320.00 100.47.5110 1108 082311 GLJ2622 320.00 082311 11080863 100 47 4146 DELISI, PHIL 8/1-12/11 SOFTBALL UMPIRE SERVICES 08/29/11 0 082311 225.00 100.47.5110 1108 082311 GLJ2622 225.00 082311 DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 4 LIST OF BILLS COUNCIL MEETING 8/2*/11 CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ---------------------------------------------------------------------------------------------------------------------- 11080920 100 01 4760 DURA WAX COMPANY INC, TH 351245CLEANING SUPPLIES 08/29/11 0 082311 123.00 100.01.6110 1108 082311 GLJ2622 123.00 082311 11080921 100 01 4760 DURA WAX COMPANY INC, TH 351314CLEMING SUPPLIES 08/29/11 0 082311 355.00 100.01.6110 1108 082311 GLJ2622 355.00 082311 11080922 100 45 4760 DURA WAX COMPANY INC, TH 351404CLEANING SUPPLIES 08/29/11 0 082311 243.75 100.45.6110 1108 082311 GLJ2622 243.75 082311 11080927 100 33 5107 ED'S RENTAL & SALES INC 19166-1 EQUIPMENT RENTAL 08/29/11 0 082311 105.00 100.33.5370 1108 082311 GLJ2625 105.00 082311 11080928 100 45 5107 ED'S RENTAL & SALES INC 20173-1 CHAIN SAW REPAIRS 08/29/11 0 082311 70.62 100.45.6110 1108 082311 GLJ2625 70.62 082311 11080929 100 33 5309 EJ EQUIPMENT 45589 SWEEPER PARTS 08/29/11 0 082311 3,006.28 100.33.5370 1108 082311 GLJ2625 3006.28 082311 11080930 510 32 5386 ELAN TECHNOLOGIES INC 20090793 FLOW METER CALIBARTION & CE 08/29/11 0 082311 1,555.80 510.32.5110 1108 082311 GLJ2625 1555.80 082311 11080931 100 22 5655 EZ FLEX SPORT MATS 3404 WRESTLING MATS 08/29/11 0 082311 1,040.00 100.22.6270 1108 082311 GLJ2625 1040.00 082311 11080952 100 22 6029 FAST EDDIES CAR WASH JULY 2011 SQUAD CAR WASHES O8/29/11 0 082311 180.40 100.22.5110 1108 082311 GLJ2632 180.40 082311 11080953 100 00 6320 FITZGERALD, MIKE #11-05-050PUBLIC WORKS BOND REFUND 08/29/11 0 082311 1,500.00 100.00.3410 1108 082311 GLJ2632 1500.00 082311 11080954 100 22 6390 FLESCH COMPANY INC, GORD 1BL374COPIER MAINTENANCE 08/29/11 0 082311 129.50 100.22.5110 1108 082311 GLJ2632 129.50 082311 11080864 100 47 6554 FOWLER, JEFF R 8/1-12/11 SOFTBALL UMPIRE SERVICES 08/29/11 0 082311 92.00 100,47.5110 1108 082311 GLJ2622 92.00 082311 11080955 100 33 6559 FOXCROFT MEADOWS INC 37663 SOD O8/29/11 0 082311 23.20 100.33.6110 1108 082311 GLJ2632 23.20 082311 11080981 100 22 7007 GALLS AN ARAMARK CO LLC 511536159 K-9 UNIFORMS 08/29/11 0 082311 53.98 100,22.6110 1108 082311 GLJ2633 53.98 082311 11080982 100 33 7012 GARAVENTA USA INC ANTIOC 45753 WHEEL CHAIR LIFT INSPECTION 08/29/11 0 082311 247.50 100.33.5110 1108 082311 GLJ2633 247.50 082311 11080983 510 XXXXX 7012 GARAVENTA USA INC ANTIOC 45753 WHEEL CHAIR LIFT INSPECTION 08/29/11 0 082311 127.50 510.31.5110 1108 082311 GLJ2633 112.50 082311 510.32.5110 1108 082311 GLJ2633 15.00 082311 11080984 100 22 7074 GITZKE, WILLIAM J 8/7/112-WAY RADIO REPAIRS O8/29/11 0 082311 182.40 .DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 5 LIST OF BILLS COUNCIL MEETING 8/2*/ll CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ------------------------------------------------------------------------------------------------------------------------------------ 100.22.5370 1108 082311 GLJ2633 182.40 082311 11080986 100 42 8012 HALOGEN SUPPLY COMPANY 406912POOL SUPPLIES 08/29/11 0 082311 976.80 100.42.6110 1108 082311 GLJ2633 976.80 082311 11080987 100 42 8012 HALOGEN SUPPLY COMPANY 407352POOL SUPPLIES 08/29/11 0 082311 200.64 100.42.6110 1108 082311 GLJ2633 200.64 082311 11080988 100 22 7 HAMPTON INN MACOMB 81048546 CAREER FAIR WIU 10/17-18/11 08/29/11 0 082311 87.69 100.22.5420 1108 082311 GLJ2633 87.69 082311 11080865 100 47 8021 HARMENING, CHRISTOPHER M 8/1-12/11 SOFTBALL UMPIRE SERVICES 08/29/11 0 082311 46.00 100.47.5110 1108 082311 GLJ2622 46.00 082311 11080989 510 32 3662 HERITAGE-CRYSTAL CLEAN L 11760240 PARTS CLEANER SERVICE 08/29/11 0 082311 137.06 510.32.5110 1108 082311 GLJ2633 137.06 082311 11080990 580 32 8650 HRGREEN 75302 SEWER SYSTEM IMPROVEMENTS O8/29/11 0 082311 7,610.20 580.32.8500 1108 082311 GLJ2633 7610.20 082311 580-SWWTP 11080991 580 32 8650 HRGREEN 75827 SEWER SYSTEM IMPROVEMENTS O8/29/11 0 082311 3,190.00 580.32.8500 1108 082311 GLJ2633 3190.00 082311 580-SWWTP 11080992 510 31 8650 HRGREEN 75927 WATER PLANT #2 RENOVATIONS O8/29/11 0 082311 6,522.50 510.31.8500 1108 082311 GLJ2633 6522.50 082311 580-WTRPL2 11081034 740 00 8650 HRGREEN 75301 PATRIOT ESTATES 08/29/11 0 082411 140.06 740.00.5220 1108 082411 GLJ2637 140.06 082411 11081035 740 00 8650 HRGREEN 75304 MCHENRY FIRE STATION O8/29/11 0 082411 137.00 740.00.5220 1108 082411 GLJ2637 137.00 082411 11081036 740 00 8650 HRGREEN 75306 PANDA EXPRESS 08/29/11 0 082411 685.00 740.00.5220 1108 082411 GLJ2637 685.00 082411 11081037 740 00 8650 HRGREEN 75826 TOMMYS TRANSFER STATION 08/29/11 0 082411 411.00 740.00.5220 1108 082411 GLJ2637 411.00 082411 11081000 620 00 9523 IN TIME SOLUTIONS INC 6599 ANNUAL SOFTWARE SUPPORT 08/29/11 0 082311 693.00 620.00.5110 1108 062311 GLJ2633 693.00 082311 11080999 100 01 9500 INNOVATIVE PACKAGING INC IVC26673 BLDG CLEANING SUPPLIES 08/29/11 0 082311 11,645.95 100.01.6110 1108 082311 GLJ2633 11645.95 082311 11081002 100 22 10211 J G UNIFORMS INC 25327 EMPLOYEE UNIFORMS O8/29/11 0 082311 200.96 100.22.4510 1108 082311 GLJ2633 200.96 082311 11081001 100 41 1 JENSEN, KIM PARKS PROGRAM REFUND O8/29/11 0 082311 20.00 DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 6 LIST OF BILLS COUNCIL MEETING 8/2*/11 • CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ------------------------------------------------------------------------------------------------------------------------------------ 100.41.3636 1108 082311 GLJ2633 20.00 082311 11081003 100 22 11025 KALE UNIFORMS INC 574086EMPLOYER UNIFORMS 08/29/11 0 082411 107.66 100.22.4510 1108 082411 GLJ2634 107.66 082411 11081004 100 33 11286 KIMBALL MIDWEST 2064388 SUPPLIES 08/29/11 0 082411 207.18 100.33.5370 1108 082411 GLJ2634 219.59 082411 100.33.5370 1108 082411 GLJ2634 EARLY PAY DISCOUNT 12.41CR 082411 11081005 100 33 11286 KIMBALL MIDWEST 2074522 SUPPLIES 08/29/11 0 082411 136.72 100.33.5370 1108 082411 GLJ2634 149.49 082411 100.33.5370 1108 082411 GLJ2634 EARLY PAY DISCOUNT 12.77CR 082411 11081006 100 01 11290 KIRCHNER FIRE 31811 FIRE EXTINGUISHER SERVICES 08/29/11 0 082411 357.00 100.01.5110 1108 082411 GLJ2634 357.00 082411 11081007 100 01 11290 KIRCHNER FIRE 31812 FIRE EXTINGUISHER SERVICES 08/29/11 0 082411 182.25 100.01.5110 1108 082411 GLJ2634 182.25 082411 11060866 100 47 11764 KUS, TOM 8/1-12/11 SOFTBALL UMPIRE SERVICES 08/29/11 0 082311 25.50 100.47.5110 1108 082311 GLJ2622 25.50 082311 11081038 100 01 12026 LAKESIDE PEST CONTROL SE 64669 PEST CONTROL SERVICES 08/29/11 O 082411 110.00 100.01.5110 1108 082411 GLJ2637 110.00 082411 11081008 100 41 1 LALOND Fll, CINDI PARKS PROGRAM REFUND 08/29/11 0 082411 380.00 100.41.3637 1108 082411 GLJ2634 380.00 082411 11081009 510 XXXXX 5 LANGOS CORP REFUND WATER METER DEPOSIT 08/29/11 0 082411 500.00 510.220 1108 082411 GLJ2634 500.00 082411 11081010 100 22 16015 MARATHON TOWING 16876 VEHICLE TOWING O8/29/11 0 082411 125.00 100.22.5110 1108 082411 GLJ2634 125.00 082411 11081011 100 22 16015 MARATHON TOWING 17124 VEHICLE TOWING 08/29/11 0 082411 45.00 100.22.5110 1108 082411 GLJ2634 45.00 082411 11081012 100 22 16015 MARATHON TOWING 17169 VEHICLE TOWING 08/29/11 0 082411 75.00 100.22.5110 1108 082411 GLJ2634 75.00 082411 11081013 100 22 16015 MARATHON TOWING 17171 VEHICLE TOWING 08/29/11 0 082411 125.00 100.22.5110 1108 082411 GLJ2634 125.00 082411 11081014 100 42 13034 MARK'S PLUMBING PARTS 1038646 SUPPLIES 08/29/11 0 082411 281.83 100.42.6110 1108 082411 GLJ2634 281.83 082411 11081015 100 01 13017 MARTIN, DOUG 8/10/11 IAMMA LUNCHEON 08/29/11 0 082411 25.00 100.01.5430 1108 082411 GLJ2634 25.00 082411 11081016 205 00 13038 MARYS FLOWERS & GIFTS 2011808 MISS MCHENRY FLOWERS 08/29/11 0 082411 48.00 205.00.6940 1108 082411 GLJ2634 48.00 082411 .DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 7 LIST OF BILLS COUNCIL MEETING 8/2*/ll CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ------------------------------------------------------------------------------------------------------------------------------------ 11081017 580 32 14043 MAXIM CONSTRUCTION CORP 1020100005UPGRADES TO SEWER PLANTS 08/29/11 0 082411 304,497.00 580.32.6500 1108 082411 GLJ2634 304497.00 082411 580-CWWSWW 11080867 100 47 13045 MAZZUCA, JOE 8/1-12/11 SOFTBALL UMPIRE SERVICES 08/29/11 0 082311 92.00 100.47.5110 1108 082311 GLJ2622 92.00 082311 11081023 100 46 3265 MCCAFFERTY, BRITTANY SUMMER2011PARKS PROGARM INSTRUCTOR O8/29/11 0 082411 696.00 100.46.5110 1108 082411 GLJ2634 696.00 082411 11081024 100 33 14069 MCCANN INDUSTRIES INC 11027004 SUPPLIES 08/29/11 0 082411 187.60 100.33.5370 1108 082411 GLJ2634 187.60 082411 11081031 100 XXXXX 14275 MCHENRY COMMUNITY SCHOOL SUMMER2011PARKS PROGRAM RENTAL SPACE 08/29/11 0 082411 464.63 100.46.5110 1108 082411 GLJ2634 199.50 082411 100.47.5110 1108 082411 GLJ2634 265.13 082411 11081025 610 00 14283 MCHENRY COUNTY GLASS & M 63802 DAMAGED WINDOW REPPAIRS 08/29/11 0 082411 355.00 610.00.5980 1108 082411 GLJ2634 355.00 082411 11081026 100 47 14288 MCHENRY COUNTY ORTHOPAED 51743 PARKS PROGRAM INSTRUCTOR 08/29/11 0 082411 792.00 100.47.5110 1108 082411 GLJ2634 792.00 082411 11081027 620 00 14258 MCHENRY COUNTY RECORDER 2011819-134TH QUARTER LAREDO SOFTWARE 08/29/11 0 082411 250.00 620.00.5110 1108 082411 GLJ2634 250.00 082411 11081028 100 45 14266 MCHENRY FIRESTONE 18188 TIRES 08/29/11 0 082411 306.52 100.45.5370 1108 082411 GLJ2634 306.52 082411 11081029 100 45 14266 MCHENRY FIRESTONE 18195 TIRE REPAIRS 08/29/11 0 082411 142.98 100.45.6110 1108 082411 GLJ2634 142.98 082411 11081030 100 45 14269 MCHENRY POWER EQUIPMENT 24284 SUPPLIES 08/29/11 0 082411 44.95 100.45.6110 1108 082411 GLJ2634 44.95 082411 11081018 100 04 13025 MDC ENVIRONMENTAL SERVIC 10252953 GARBAGE BAGS FOR RESALE O8/29/11 0 082411 4,640.00 100.04.6110 1108 082411 GLJ2634 4640.00 082411 11081019 100 33 13172 MEYER MATERIAL COMPANY 257393MATERIALS 08/29/11 0 082411 74.03 100.33.6110 1108 082411 GLJ2634 74.03 082411 11081020 620 00 13274 MIDCO 249787PHONE RELOCATES & CHANGES 08/29/11 0 082411 233.50 620.00.5320 1108 082411 GLJ2634 233.50 082411 11081021 100 01 13277 MIDWEST HOSE AND FITTING M5699 SUPPLIES O8/29/11 0 082411 38.04 100.01.6110 1108 082411 GLJ2634 38.04 082411 11081022 100 22 13291 MINUTEMAN PRESS OF MCH 75535 NOTARY STAMP 08/29/11 0 082411 28.00 100.22.6210 1108 082411 GLJ2634 28.00 082411 DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 8 LIST OF BILLS COUNCIL MEETING 8/2*/ll , CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ---------------------------------------------------------------------------------------------------------- 11080993 100 01 15027 NATIONAL INTERNATIONAL R 68433 LEAKING ROOF REPAIRS 08/29/11 0 082311 300.00 100.01.5110 1108 082311 GLJ2633 300.00 082311 11080994 100 01 15032 NATURESCAPE DESIGN INC 37738-IN RIVERWALK IRRIGATION REPAIR O8/29/11 0 082311 290.96 100.01.5110 1108 082311 GLJ2633 290.96 082311 11080995 100 XXXXX 15545 NICOR GAS JULY/AUG UTILITIES 08/29/11 0 082311 106.98 100.43.5510 1108 082311 GLJ2633 27.97 082311 100.45.5510 1108 082311 GLJ2633 63.58 082311 100.46.5510 1108 082311 GLJ2633 15.43 082311 11080996 510 XXXXX 15545 NICOR GAS JULY/AUG UTILITIES 08/29/11 0 082311 304.43 510.31.5510 1108 082311 GLJ2633 84.65 082311 510.32.5510 1108 082311 GLJ2633 219.78 082311 11080997 100 22 15669 NORTHWESTERN UNIVERSITY 27929 SENIOR MGMT LEADERSHIP PGRM O6/29/11 0 082311 800.00 CHIEF JONES 100.22.5430 1108 082311 GLJ2633 800.00 082311 11080998 100 03 15561 NWBOCA 9/1/11MONTHLY LUNCHEON MEETING 08/29/11 0 082311 15.00 POLERECKY 100.03.5430 1108 082311 GLJ2633 15.00 082311 11080985 100 01 16716 OTTOSEN BRITZ KELLY COOP 52118 PROFESSIONAL SERVICES 08/29/11 0 082311 92.50 100.01.5230 1108 082311 GLJ2633 92.50 082311 11080956 100 01 17005 PACE 13664BLOCAL SHARE DIAL A RIDE 08/29/11 0 082311 10,860.20 100.01.5110 1108 082311 GLJ2632 10860.20 082311 11080957 100 47 17007 PADDOCK, TIMOTHY 4/9-7/29 PARKS PROGRAM INSTRUCTOR O8/29/11 0 082311 223.25 100.47.5110 1108 082311 GLJ2632 223.25 082311 11080958 100 22 17020 PATTEN INDUSTRIES INC 600199669 GENERATOR REPAIRS 08/29/11 0 082311 947.87. 100.22.5370 1108 082311 GLJ2632 947.87 082311 11080959 100 01 2532 PETROLIANCE LLC 9045065 VEHICLE FUEL O8/29/11 0 082311 112.59 100.01.6250 1108 082311 GLJ2632 112.59 082311 11080960 100 03 2532 PETROLIANCE LLC 9048885 VEHICLE FUEL 08/29/11 0 082311 206.79 100.03.6250 1108 082311 GLJ2632 206.79 082311 11080961 100 03 2532 PETROLIANCE LLC 9051724 VEHICLE FUEL O8/29/11 0 082311 110.78 100.03.6250 1108 082311 GLJ2632 110.78 082311 11080962 100 22 2532 PETROLIANCE LLC 9048890 VEHICLE FUEL 08/29/11 0 082311 4,071.07 100.22.6250 1108 082311 GLJ2632 4071.07 082311 11080963 100 22 2532 PETROLIANCE LLC 9051729 VEHICLE FUEL 08/29/11 0 082311 3,168.94 100.22.6250 1108 062311 GLJ2632 3168.94 082311 11080964 100 33 2532 PETROLIANCE LLC 9045912 VEHICLE MAINTENANCE FLUIDS 08/29/11 0 082311 2,245.50 -DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 9 LIST OF BILLS COUNCIL MEETING 8/2*/11 CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ------------------------------------------------------------------------------------------------------------------------------------ 100.33.6250 1108 082311 GLJ2632 2245.50 082311 11080965 100 33 2532 PETROLIANCE LLC 9047622 VEHICLE MAINTENANCE FLUIDS 08/29/11 0 082311 6,988.73 100.33.6250 1108 082311 GLJ2632 VEHICLE FUEL 6988.73 082311 11080966 100 33 2532 PETROLIANCE LLC 9048889 VEHICLE FUEL 08/29/11 0 082311 1,495.90 100.33.6250 1108 082311 GLJ2632 1495.90 082311 11080967 100 33 2532 PETROLIANCE LLC 9051728 VEHICLE FUEL 08/29/11 0 082311 1,076.22 100.33.6250 1108 082311 GLJ2632 1076.22 082311 11080968 100 45 2532 PETROLIANCE LLC 9048888 VEHICLE FUEL 08/29/11 0 082311 595.14 100.45.6250 1108 082311 GLJ2632 595.14 082311 11080969 100 45 2532 PETROLIANCE LLC 9051727 VEHICLE FUEL 08/29/11 0 082311 565.52 100.45.6250 1108 082311 GLJ2632 565.52 082311 11080970 510 31 2532 PETROLIANCE LLC 9048887 VEHICLE FUEL 08/29/11 0 082311 501.74 510.31.6250 1108 082311 GLJ2632 501.74 082311 11080971 510 XXXXX 2532 PETROLIANCE LLC 9051726 VEHICLE FUEL 08/29/11 0 082311 482.95 510.31.6250 1108 082311 GLJ2632 260.58 082311 510.32.6250 1108 082311 GLJ2632 222.37 082311 11080972 510 XXXXX 2532 PETROLIANCE LLC 9047620 MAINTENANCE FLUIDS 08/29/11 0 082311 1,773.73 510.31.6250 1108 082311 GLJ2632 713.39 082311 510.32.6250 1108 082311 GLJ2632 1060.34 082311 11080973 510 32 2532 PETROLTANCE LLC 9047621 MAINTENANCE FLUIDS O8/29/11 0 082311 1,274.09 510.32.6250 1108 082311 GLJ2632 1274.09 082311 11080974 100 22 17154 PETTIBONE & CO, P F 23308 EMPLOYEE UNIFORM ITEMS O8/29/11 0 082311 45.00 100.22.4510 1108 082311 GLJ2632 45.00 082311 11080975 100 22 17154 PETTIBONE & CO, P F 23326 BIKE PATROL EQUIPMENT O8/29/11 0 082311 153.00 100.22.5370 1108 082311 GLJ2632 153.00 082311 11080976 100 22 17154 PETTIBONE & CO, P F 23330 EMPLOYEE UNIFORM ITEMS 08/29/11 0 082311 135.00 100.22.4510 1108 082311 GLJ2632 135.00 082311 11080977 100 45 19028 PITEL SEPTIC INC 7804 PORTABLE TOILET RENTALS 08/29/11 0 082311 675.00 100.45.5110 1108 082311 GLJ2632 675.00 082311 11080978 620 00 17548 POSGLOBAL.COM 18323281 USB KEYBOARDS FOR NEW SQUAD 08/29/11 0 082311 1,138.80 620.00.6270 1108 082311 GLJ2632 1138.80 082311 11080979 100 33 17641 PRECISION SHARPENING 8/9/11CHAIN SHARPENING O8/29/11 0 082311 41.00 100.33.6110 1108 082311 GLJ2632 41.00 082311 11080980 760 00 17669 PUCHALSKI, RICHARD J 3/1-5/19 LEGAL FEES 08/29/11 0 082311 3,061.18 760.00.5110 1108 082311 GLJ2632 3061.18 082311 DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 10 LIST OF BILLS COUNCIL MEETING 8/2*/11 CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHFCK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ---------- ------------------------------------------------------------------------------------------------------------------------- 11080944 100 33 19015 RADICOM INC 97476 NARROWBANDING MOBILE RADIOS 08/29/11 0 082311 1,943.00 100.33.5370 1108 082311 GLJ2632 1943.00 082311 11080945 100 45 19015 RADICOM INC 97478 NARROWBANDING MOBILE RADIOS 08/29/11 0 082311 300.00 100.45.5370 1108 082311 GLJ2632 300.00 082311 11080946 100 03 19015 RADICOM INC 97479 NARROWBANDING MOBILE RADIOS 08/29/11 0 082311 75,00 100.03.5370 1108 082311 GLJ2632 75.00 082311 11080947 100 01 19015 RADICOM INC 97482 NARROWBANDING MOBILE RADIOS 08/29/11 0 082311 75.00 100.01.5370 1108 082311 GLJ2632 75.00 082311 11080948 100 22 19015 RADICOM INC 97489 RADIO HEADSET REPAIRS 08/29/11 0 082311 101.67 100.22.5370 1108 082311 GLJ2632 101.67 082311 11080949 100 45 19155 REINDERS INC 4012912 LINESTRIPE PAINT 08/29/11 0 082311 540,00 100.45.6110 1108 082311 GLJ2632 540.00 082311 11080950 100 46 19281 RICCI, DONNA SUPPLIES REIMB 08/29/11 0 082311 28.20 100.46.6110 1108 082311 GLJ2632 28.20 082311 11080951 100 33 19286 RIETESEL, BYRON 8/4/11SIGN REPAIRS 08/29/11 0 082311 20.00 100.33.6110 1108 082311 GLJ2632 20.00 082311 11080936 510 32 20174 S-F ANALYTICAL LABORATOR 11072520 2011 DMR-QA 31 STUDY 08/29/11 0 082311 65.00 510.32.5110 1108 082311 GLJ2625 65.00 062311 11080932 100 22 20017 SAFE KIDS WORLDWIDE REWIAKO CAR SEAT CERTIFICATION RENE 08/29/11 0 082311 85.00 100.22.5430 1108 082311 GLJ2625 85.00 082311 11080933 100 41 1 SAXELBY, LISA PARKS PROGRAM REFUND 08/29/11 0 082311 129.00 100.41.3636 1108 082311 GLJ2625 129.00 082311 11080934 100 01 20095 SCHOPEN PEST SOLUTIONS I 29303 PEST CONTROL SERVICES 08/29/11 0 082311 75.00 100.01.5110 1108 082311 GLJ2625 75.00 082311 11080935 100 45 20095 SCHOPEN PEST SOLUTIONS I 29312 PETERSEN FARM PEST CONTROL 08/29/11 0 082311 90.00 100.45.5110 1108 082311 GLJ2625 90.00 082311 11080937 100 01 20250 SHERMAN MECHANICAL INC J24348CLIMATE CONTROL REPAIRS O8/29/11 0 082311 2,792,00 100.01.5110 1108 082311 GLJ2625 2792.00 082311 11080938 100 01 20250 SHERMAN MECHANICAL INC S53730PLUMBING REPAIRS 08/29/11 0 082311 2,506.01 100.01.5110 1108 082311 GLJ2625 2506.01 082311 11080939 100 01 20250 SHERMAN MECHANICAL INC S53806CLIMATE CONTROL & PLUMBING 08/29/11 0 082311 1,432.22 100.01.5110 1108 082311 GLJ2625 1432.22 082311 11080940 100 03 20707 STAN'S FINANCIAL SERVICE 12848 LARGE FORMAT COPIER/SCAN 08/29/11 0 082311 222.00 100.03.5110 11080352 1108 082311 GLJ2625 222.00 082311 222.00 DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 11 LIST OF BILLS COUNCIL MEETING 8/2*/ll CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ------------------------------------------------------------------------------------------------------------------------------------ 11080941 100 XXXXX 20711 STAPLES ADVANTAGE 8019312363OFFICE SUPPLIES O8/29/11 0 082311 696.37 100.00.6210 1108 082311 GLJ2625 1155.88CR 082311 100.01.6210 1108 082311 GLJ2625 64.90 082311 100.03.6210 1108 082311 GLJ2625 209.40 082311 100.04.6210 1108 082311 GLJ2625 370.01 082311 100.22.6210 1108 082311 GLJ2625 366.82 082311 100.30.6210 1108 082311 GLJ2625 28.36 082311 100.41.6210 1108 082311 GLJ2625 146.39 082311 100.00.6210 1108 082311 GLJ2625 195.28 082311 100.01.6210 1108 082311 GLJ2625 12.49 082311 100.02.6210 1108 082311 GLJ2625 53.94 082311 100.04.6210 1108 082311 GLJ2625 62.73 082311 100.22.6210 1108 082311 GLJ2625 113.89 082311 100.03.6210 1108 082311 GLJ2625 7.35 082311 100.30.6210 1108 082311 GLJ2625 28.99 082311 100.41.6210 1108 082311 GLJ2625 221.70 082311 100.22.6210 1108 082311 GLJ2625 30.00OR 082311 11080868 100 47 20718 STERWERF, JASON 8/1-12/11 SOFTBALL UMPIRE SERVICES O8/29/11 0 082311 69.00- 100.47.5110 1108 082311 GLJ2622 69.00 082311 11080942 100 33 20819 SWEDERSKI CONCRETE CONST 12110348 KANE AVE CURB & SIDEWALKS 08/29/11 0 082311 2,425.00 100.33.5110 1108 082311 GLJ2625 2425.00 082311 11080943 510 31 20819 SWEDERSKI CONCRETE CONST 12110348 KANE AVE CURB & SIDEWALKS O8/29/11 0 082311 2,425.00 510.31.5110 1108 082311 GLJ2625 2425.00 082311 11080925 100 33 21247 THELEN MATERIALS LLC 266471MATERIALS O8/29/11 0 082311 85.14 100.33.6110 1108 082311 GLJ2622 85.14 082311 11080923 100 XXXXX 21256 THOMPSON ELEVATOR INSPEC 112831ELEVATOR INSPECTIONS - 08/29/11 0 082311 174.00 100.33.5110 1108 082311 GLJ2622 99.00 082311 100.01.5110 1108 082311 GLJ2622 75.00 082311 11080924 510 XXXXX 21256 THOMPSON ELEVATOR INSPEC 112831ELEVATOR INSPECTIONS O8/29/11 0 082311 51.00 510.31.5110 1108 082311 GLJ2622 45.00 082311 510.32.5110 1108 062311 GLJ2622 6.00 082311 11080926 100 33 21632 TRAFFIC CONTROL & PROTEC 70329 STREET SIGNS O8/29/11 0 082311 177.43 100.33.6110 1108 082311 GLJ2622 177.43 082311 11080912 450 00 22396 ULTRA STROBE COMMUNICAIT 7382 SQUAD CAR EQUIPMENT O8/29/11 0 082311 1,788.75 450.00.8300 1108 082311 GLJ2622 1788.75 082311 11080913 450 00 22396 ULTRA STROBE COMMUNICAIT 7405 SQUAD CAR EQUIPMENT O8/29/11 0 082311 1,798.75 450.00.8300 1108 082311 GLJ2622 1798.75 082311 11080914 510 32 22669 USA BLUEBOOK 458312SUPPLIES 08/29/11 0 082311 359.90 510.32.6110 1108 062311 GLJ2622 359.90 082311 DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 12 ` LIST OF BILLS COUNCIL MEETING 8/2*/ll CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE --------------------------------------------------------------------------------------------------------------------------- 11080915 510 31 22669 USA BLUEBOOK 462854SUPPLIES 08/29/11 0 082311 205.00 510.31.6270 1108 082311 GLJ2622 205.00 082311 11080916 620 00 23152 VERIZON WIRELESS 2610113310MOBILE BROADBAND SERVICES 08/29/11 0 082311 44.02 620.00.5110 1108 082311 GLJ2622 44.02 082311 11080917 510 31 23152 VERIZON WIRELESS 2611529874MOBILE BROADBAND SERVICES 08/29/11 0 082311 45.17 510.31.5320 1108 082311 GLJ2622 45.17 082311 11080918 510 32 23287 VIKING CHEMICAL COMPANY 219096CHEMICALS 08/29/11 0 082311 5,196.20 510.32.6110 1108 082311 GLJ2622 5196.20 082311 11080919 510 32 23287 VIKING CHEMICAL COMPANY 219367CHEMICALS 08/29/11 0 082311 8,388.79 510.32.6110 1108 082311 GLJ2622 8388.79 082311 11080894 100 XXXXX 24020 WALMART COMMUNITY JULY/AUG SUPPLIES 08/29/11 0 082311 196.66 100.22.6210 1108 082311 GLJ2622 21.34 082311 100.42.6110 1108 082311 GLJ2622 19.35 082311 100.43.6110 1108 082311 GLJ2622 81.59 082311 100.44.6110 1108 082311 GLJ2622 14.88 082311 100.46.6110 1108 082311 GLJ2622 30.67 082311 100.47.6110 1108 082311 GLJ2622 28.83 082311 11080895 510 32 24028 WASTE MANAGEMENT OF WI P 2443827429SLUDGE DISPOSAL SERVICES 08/29/11 0 082311 6,911.63 510.32.5580 1108 082311 GLJ2622 6911.63 082311 11080896 100 46 7 WISCONSIN SHEEP & WOOL F 9/10/11 ADMISSION FEES 08/29/11 0 082311 55.00 11 X $5.00 EACH 100.46.5110 1108 082311 GLJ2622 55.00 082311 11080897 100 46 24307 WITT, CINDY 8/11/11 DAY CAMP FIELD TRIP REIMB 08/29/11 0 082311 30.00 _ 100.46.5110 1108 082311 GLJ2622 30.00- 082311 11080883 100 01 27765 ZUKOWSKI ROGERS FLOOD & 94524 LEGAL FEES - CORP O6/29/11 0 082311 4,171.00 100.01.5230 1108 082311 GLJ2622 4171.00 082311 11080884 100 01 27765 ZUKOWSKI ROGERS FLOOD & 94525 LEGAL FEES - CORP O8/29/11 0 082311 692.45 100.01.5230 1108 082311 GLJ2622 692.45 082311 EXPENDED LIQUID ACCRUAL GRAND TOTALS 631,298.95 RECAP TOTALS EXPENDED LIQUID ACCRUAL FUND TOTALS 100 GENERAL FUND 98,495.11 222.00 205 PAGEANT FUND 48.00 :DATE 8/24/2011 10:41 AM CITY OF MCHENRY PAGE 13 LIST OF BILLS COUNCIL MEETING 8/2*/ll CLAIM # FUND DEPT VENDOR NAME INVOICE DESCRIPTION DATE STAT ACCR DT AMOUNT CHECK ACCOUNT P.O. PERIOD DATE JOURNAL DESCRIPTION AMOUNT ACCR DT LIQUIDATED INVENTORY # LOC UNIT COSTS PROJECT # CODE ------------------------------------------------------------------------------------------------------------------------------------ 450 CAPITAL EQUIPMENT FUND 3,587.50 510 WATER/SEWER FUND 66,412.36 580 UTILITY IMPROVEMENTS FUND 315,297.20 600 EMPLOYEE INSURANCE FUND 117,244.25 610 RISK MANAGEMENT FUND 531.40 620 INFORMATION TECHNOLOGY FUND 24,923.89 740 RETAINED PERSONNEL ESCROW 1,373.06 760 POLICE PENSION FUND 3,386.18 **** 631,298.95 222.00 AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Bill Hobson,Assistant City Administrator FOR: August 29, 2011, Regular City Council Meeting Re: Walking for Words 5K Run/Walk-A-Thou for Literacy Background. The McHenry Elementary Education Foundation is hosting its annual Walking for Words 5K Run/Walk-A-Thou for Literacy on Sunday, September 11t'. Staging, registration and parking for the event will be at Riverwood School. Registration will begin at 7:00 AM with the walk/run scheduled to start at 8:00 AM. The proposed route begins on Glenbrook Trail and winds through the subdivision as detailed on the attached map. The event will necessitate the complete closure of a small portion of Glenbrook Trail and Dartmoor Drive for approximately 15 minutes as runners complete that portion of the course. Analysis. The Foundation will provide a volunteer staff of 10 to 15 people to manage the race. Staff recommends the city provide four officers. The estimated overtime rate for patrol officers is $56 per hour with a two hour minimum per officer. City expenses will also be incurred for providing barricades, which will be done during regular work hours. The Foundation has agreed to reimburse the city for city services required for the event. The City Council has approved similar requests in the past. Recommendation. To approve the temporary closure of a portion of Glenbrook Trail and Dartmoor Drive in the Park Ridge subdivision and use of city support services for the annual McHenry Elementary Education Foundation Walking for Words 5K Walk-A-Thon for Literacy. AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Bill Hobson, Assistant City Administrator FOR: August 29, 2011 , Regular City Council Meeting Re: Kelly Miller Circus ATT: Letter of request Special Use Application Background. The Kelly Miller Circus is requesting a special use permit to host a circus in Petersen Park on Wednesday, September 14' and Thursday, September 15, 2011 . Two 90-minutes performances will be scheduled each day with an estimated daily attendance of 1,000 to 3,000 people. A "24-hour man" will arrive on September 13th to setup the circus in the hayfield parking lot and remain at the site overnight, which requires a waiver of Municipal Code Chapter 16, Sec. 16-25 prohibiting overnight camping on city property. Analysis. Kelly Miller Circus has paid the required $1,000 rental fee for the park. Past events have had minimal impact on staff other than removal of trash bags and cans the following day. The circus would be allowed access to water at the beach for the animals. The cost associated with water use is included in the reservation fee. Recommendation. Staff recommends approval of the attached special use application to Kelly Miller Circus for use of Petersen Park and wavier of Municipal Code Chapter 16, Sec 16-25 to allow overnight camping in the park for three nights, September 13', 14t', and 15th as presented. I L ti L tiS - August August 5, 2011 City of McHenry Attn: Bill Hopson 333 S. Green Street McHenry, IL 60050 Dear Bill, Enclosed, please find our check in the amount of $1,000.00 for the rental of Petersen Park in McHenry, IL on Wednesday & Thursday, September 14 & 15, 2011. I have also enclosed our signed copy of the rental agreement along with a copy of the certificate of insurance is enclosed for your records. I wanted to let you know that we have a "24 Hour" man who will arrive on Tuesday, September 13th to get everything set up for the circus' arrival the following morning. He will need to stay on the grounds that evening. He is in a self-contained motor home and will not require any special accommodations. I will have him contact you upon his arrival. If you have any questions or concerns, please do not hesitate to contact me at 580-326-8346. We appreciate your assistance in this matter and look forward to working with you. Sincerel , Jill Jone Home O ce Kelly Miller Circus P.O. Box 829 • 2581 E. 2070 Road • Hugo, Oklahoma 74743 (580) 326-9229 • Fax (580) 326-5530 9114 4- 9Ji6 Date of Picnic/Event SPECIAL USE APPLICATION - PARK FACILITIES Company or Organization:_ I' 1 f✓i��j 1� . �,Q(� ���(u�j Contact Person: \m \��lc,C "� �� II 11 Address: Q , CEO X °1 City/State/Zip: Kl_�0 (0y) R��4 Home Phone: . 15 r�.• 3'1g Z Work Phone:�Q. 3710 Park: q Knox Park ,Petersen Park q Veteran's Memorial Park Area: q Shelter A q Shelter B I q Other: r �Arrival Time Departure Time 01Il Lo 9 3o am Total Number Attending: Falsifying attendance numbers will result in loss of deposit Will beer/wine be present: q Yes(complete beer/wine application) Vo Brief description of program (i.e. company picnic, car show, craft show, etc.): List all activities that will be held: GALS I mom�M IIn_ u I ����� �XI s'-p � o�� n 0� Items brought into park site: tent q tables q chairs benches q carnival rides music q animals q model planes other ,other q other q other Groups of 500 or more must obtain additional: q dumpsters q portable toilets Water, electricity and restrooms are available at all sites. Please explain any additional utilities needed: Health permits are required by law for concess ns and catering. a arrangements to obtain permits. have read and understand the rules and regulations that have been set forth by the Ci of Mc my regarding the special use application and will assume responsibility for any loss, damage or liability arising from the use of the park property. Signature: Date: NOTE: Approval will be based on# it us listed above. Any other requests are subject to further approval. **************************************FOR OFFICE USE ONLY************************************** Reservation Fee: $ Deposit Fee: $ Date Paid: Initials: Total Fee: $ Payment: q Cash q Check q Charge City Council Approval: Confirmation Sent: —Initials:— Restrictions: Fomis\picnic fonns\special use application AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Bill Hobson,Assistant City Administrator FOR: August 29, 2011, Regular City Council Meeting RE: Human Race 5K ATT: Letter of request Map Background. The city received a request from Rebecca Stiemke representing Not-For-Profit Resources to hold the second annual Human Race 5K Run in the McHenry Corporate Center on Sunday, April 15, 2012. Individuals and organizations who participate in the event will raise funds for the non-profit of their choice serving McHenry County. Staging, registration, and parking for the event will be step up in the Medela parking lot. The proposed route begins and ends at the northern terminus of Corporate Drive, primarily utilizing Prime Parkway and Ridgeview Drive with a turnaround on Century Court. To start the race safely, Corporate Drive to Prime Parkway will be closed for approximately 15 minutes from 8:00 AM to 8:15 AM while runners transition from a mass start to single file. Analysis. Race organizers contacted all businesses in the Corporate Center and informed them of the event. Although the race route is uncomplicated and easily managed, minor traffic management by the city will be necessary at the intersections of Corporate Drive and Prime Parkway and Ridgeview Drive and Century Court. Last year, extra police services were not needed and no overtime was paid for traffic control. Event organizers will reimburse the city for services required for the event. Staff does not anticipate the need for extra police services as no overtime was accrued for last year's event. Recommendation. To approve the request from Not-For-Profit Resources to host the second annual Human Race 5K Run in the McHenry Corporate Center on Sunday, April 15, 2012, and temporary closure of Corporate Drive to Prime Parkway from 8:00 AM to 8:15 AM. '3 E]4 ...' V To: City of McHenry From: Rebecca Stiemke (representative of Not-For-Profit Resources) Date:July 11, 2011 Re: Human Race site approval Not-For-Profit Resources is pleased to be requesting from the City of McHenry approval of the race site for the Second Annual McHenry County Human Race What is a Human Race?This is a unique opportunity for individuals, families,groups, and businesses to work together to raise money for local causes. Participants collect pledges toward a 5k walk/run. Who benefits? Individual and groups can raise dollars for any nonprofit serving McHenry County.These include: nonprofit programs helping healthcare, hunger, homelessness, children, seniors, unwanted animals,the environment,the arts, scout troops, PTCs, churches, civic groups,festivals,and more. Based on the amount of money collected by the organization participating organizations will receive 75%to 90%of the money received. The Not-For-Profit Resources receives the remaining amount for event coordination and to promote volunteerism in McHenry County. Proposed Location: McHenry Corporate Park The race is designed to gain exposure by traveling through McHenry's Corporate Park. It will start at the north end of Corporate Dr.journey to Prime Parkway, past United Way of Greater McHenry County, turn right on Ridgeview Dr. Racers will do a turn around on Century Ct. return to Ridgeview, then Prime Parkway to Corporate Dr where the race began. Parking: Participants will be parking in preapproved areas toward the upper end and of Corporate Dr. Race activities:Will be held in a business approved area close to Corporate Dr Race Date: Sunday April 15, 2012 Committee members: o Co-chairs: o Molly Walsh 815-459-9034 mollyw08@yahoo.com o Rebecca Stiemke: 815-344-4483 (c 815-701-3123) rstiemke@volunteermchenrycounty.org o Katie Watts 815-482-3071 kew521uni@comcast.net First Race statistics: 728 registered racers(504 actual racers),40 organizations participated 2012 Race:We are preparing for 1200 racers this year "Human Race" Route Map x � 31.. " ■/ u� z AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Douglas Martin, Deputy City Administrator FOR: August 29, 2011 Regular City Council Meeting RE: Conditional Use Permit for a Restaurant Serving Alcoholic Beverage for the property located at 2302 N Richmond Road ATT: Planning and Zoning Commission Minutes dated 6/30/11; Ordinance approving Conditional Use Permit for 2302 N Richmond Road; Application Packet Background. The applicant is proposing to open a dine-in only Japanese restaurant at 2302 N Richmond Road, which is a retail unit in Outlot Building Five, located in the Rubloff Towne Centre Shopping Center(Kohl's, Michaels, etc.). The outlot building is south of Bank of America and north of the southernmost outlot building which houses Starbucks Coffee. Analysis. Restaurants and retail establishments are permitted uses in the C-5 zoning district. The proposed use requires a Conditional Use Permit because it includes the sale of alcoholic beverages associated with a restaurant. The character of the immediate area is service businesses along with highway-oriented retail off North Richmond Road. A restaurant serving alcoholic beverages is common and would not alter the character of the area. The proposed sale of alcohol will not create adverse impacts of a type or degree uncharacteristic of permitted uses within the C-5 zoning district. The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use, or of the general public in the vicinity. Applebee's, Chili's and Olive Garden are located within this corridor and offer alcoholic beverages. The application was considered by the Planning and Zoning Commission on 6/30/11 Recommendation. The Planning and Zoning Commission unanimously recommended approval of a conditional use permit to allow the operation of a restaurant serving alcoholic beverages located at N Richmond Road subject to the condition the Conditional Use Permit shall expire and become null and void if the restaurant closes for a period of six continuous months. Staff concurs with the commission and recommends approval of the attached ordinance. Location Map: 2302 N Richmond Road f t \41a. f A J 2302 N Richmond Road 4 i v City of McHenry Planning and Zoning Commission Minutes June 30, 2011 Public Hearing: Blake Richmond LLC File No. Z-Z-770 2302 N Richmond Rd Conditional Use Permit and Variance Chairman Schepler called the Public Hearing to order at 7:31 p.m. regarding File No Z-770 an application for the following zoning relief as submitted by Blake Richmond LLC for the property located at 2302 North Richmond Road: 1. Conditional Use Permit to allow the service of alcoholic beverages in conjunction with a restaurant; 2. Variance as to the required number of parking spaces for a restaurant use. Chairman Schepler stated Notice of the Public Hearing was published in the Northwest Herald on June 15, 2011. Notices were mailed to all abutting property owners of record as required by ordinance. The subject property was posted. A Certificate of Publication and Affidavit of Compliance with notice requirements are on file in the City Clerk's Office. In attendance were Attorney William Franz, property owner Bob Koczecki and restauranteur Jason Linn who were sworn in by Chairman Schepler. Attorney Franz provided a summary of the applicant's request before the Commission at this Hearing. He noted the Staff Report for this matter was extremely thorough and noted that as a result of Staff s research no parking variance is needed for this project. Attorney Franz stated Mr. Linn owned and operated a Chinese restaurant in Crystal Lake for the past seven years. He has a good record as a restaurant owner and purveyor of liquor in conjunction with the restaurant use. Attorney Franz noted the current proposal is for a Japanese restaurant. Mr. Linn has secured the services of an architect and intends to renovate the portion of the building which would house the restaurant so that it would serve his needs. Attorney Franz noted this would be the fourth restaurant in the strip center building. However, as previously stated, Staff has determined there would be adequate parking for this use. The applicant intends to make application to the City for a liquor license and is seeking guidance as to the type of liquor license which should be sought. Deputy Administrator Martin provided the Commission with the Staff Report regarding this matter. He stated initially Staff encouraged the applicant to seek a parking variance due to the number of restaurants situated in the building. The applicant did not have a floor plan and it was unclear if a variance would be required. Once the floor plan was submitted, however, it was determined this is adequate parking on the premises for all of the businesses in the building and no variance would be required. Deputy Administrator Martin stated the applicant is seeking a conditional use permit which would allow a restaurant in conjunction with serving alcoholic beverages. Staff has reviewed the application and supports the request as presented. Chairman Schepler invited questions and/or comments from the Commission. In response to an inquiry, Mr. Linn stated the hours of operation would be 11 or 11:30 am until 9:30 p.m. on weekdays and 11:30 a.m. until 10:30 p.m. on Saturday and Sunday. Responding to further inquiry, Mr. Linn noted there would be a small bar at which patrons could sit while waiting for a table. Most alcoholic beverages would be served at the tables along with food. Mr. Linn stated he would prefer having full bar privileges as he is accustomed to this type of service at his Crystal Lake facility. Mr. Linn stated he intends to keep his Crystal Lake restaurant open. He would manage both restaurants but would have assistance in this area. In response to a question, Mr. Linn stated all food would be prepared by the chef in the kitchen. There would be a sushi bar. This restaurant would not have hibachi "show" cooking. The chef will not cook in front of the customers. The anticipated seating capacity would be 50 patrons. Responding to Chairman Schepler's inquiry, Mr. Linn stated all Staff would complete BASSET training as required prior to issuance of a liquor license. Mr. Linn noted the renovation of the site would take approximately 3 '/2 to 4 months and the restaurant is projected to open in October or November 2011. Chairman Schepler opened the floor to questions and comments from the audience. There was no one in the audience who wished to comment regarding this matter. Motion by Nadeau, seconded by Ekstrom, to recommend approval to the City Council with regard to File No. Z-770, an application for conditional use permit to allow the operation of a restaurant with alcoholic beverages on the property located at 2302 North Richmond Road as presented by applicant Blake Richmond LLC, subject to the following condition: That the conditional use permit shall expire and become null and void if the restaurant closes for a period of six continuous months; and that Table 31, the Criteria for Conditional Use Permits, of the Zoning Ordinance, has been met. Voting Aye: Buhrman, Doherty, Ekstrom, Nadeau, Schepler, and Thacker. Voting Nay: None. Not Voting: None. Abstaining: None. Absent: Morck. Motion carried 6-0. Chairman Schepler closed the Public Hearing regarding File No. Z-770 at 7:45 p.m. ORDINANCE NO. AN ORDINANCE GRANTING A CONDITIONAL USE PERMIT FOR A RESTAURANT SERVING ALCOHOLIC BEVERAGES FOR THE PROPERTY LOCATED AT 2302 N RICHMOND ROAD, IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, a petition has been filed with the City requesting a Conditional Use Permit for a restaurant serving alcoholic beverages, for the property legally described on Exhibit "A" attached hereto and incorporated herein, the "SUBJECT PROPERTY"; and WHEREAS, a public hearing on said petition was held before the Planning and Zoning Commission on June 30, 2011, in the manner prescribed by ordinance and statute, and as a result of said hearing, the Planning and Zoning Commission did recommend to the City Council the granting of the requested Conditional Use Permit; and WHEREAS, the City Council has considered the evidence and recommendations from the Planning and Zoning Commission and finds that the approval of the requested Conditional Use Permit is consistent with the objectives of the City of McHenry Zoning Ordinance to protect the public health, safety, morals and general welfare of its residents. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AS FOLLOWS: SECTION 1: That the SUBJECT PROEPRTY is hereby granted a Conditional Use Permit to allow the operation of a restaurant serving alcoholic beverages subject to the following: Conditional Use Permit shall expire and become null and void if the restaurant closes for a period of six continuous months. SECTION 2: In granting said Conditional Use Permit, the City Council fmds that the requirements of Table 31 of the Zoning Ordinance have been met in that: 1. Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. 2. Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district, have been appropriately controlled; 3. The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings, and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character already existing in the area or normally associated with permitted uses in the district. 4. The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area; 5. The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity; and 6. The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. SECTION 3: All Ordinances or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. SECTION 4: This Ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, McHenry County, Illinois. SECTION 5: This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as provided by law. PASSED THIS DAY OF , 2011 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF , 2011 MAYOR ATTEST: Exhibit A Legal Description of the SUBJECT PROPERTY (On file with the City Clerk's Office) �. 26 MILL - j m�F 26'AISLE 11 t, S ho I U t .t T .1 ! V r HOUTMII ON 216.08' •i �� F��• �� CS3A� O BaukofAmeri Ll O ( f Q •----- -- 4�' 26'APAr. 'o ., a: W d t 444 24' AratE Ca �(1 ( 24. I 1J y 1 i i4192"( r 24' AISIE bra �01.500, - 11.. POD o i 'A J SETIIACK( SF1. 80' N �%s � i �� ,� I•� I 1 I �• o ({ t ( S= I I 1 ,- El JER-31 �d ) I i • TaHT NNtt eN _ r i�L 4e1C4 tQ 1.23 a. ' fi �; N I 1 ( . � � _ z4' AWX 6. 1 A5 1D10N ----- ------- -- "---4r.i- 1 Ay IA' DEMOGRAPHICS 3MtLE. f5 M LE 2003 PoPuL TioN 34,715 58,563 ROUTE 31 AND MCCULLOM LAKE ROAD MCHENRY,IL 2003 AVERAGE INCOME $68,381 $70,56 TRAFFIC COUNTS: 22,300 CARS PER DAY-ROUTE 31 2003 HOUSEHOLDS 12,598 21,044 K1A{APSY1�e PeruNlcllaryl5te Ra+ ... - _ _ _. .-. _ r AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Christopher J. Black, City Administrator FOR: August 29, 2011 , Regular City Council Meeting RE:' Request for Class G1 Liquor License and ordinance increasing number of Class G1 liquor licenses from six to seven. ATT: Letter of request License application Ordinance Background. Xiang Lin, President of CNL Restaurant, LLC, has requested a Class G1 liquor license for the new Sakura restaurant located at 2302 North Richmond Road. A Class G1 license permits the retail sale of alcoholic beverages at tables only. Analysis. Mr. Lin owns and operates other restaurants that serve alcohol, has received BASSET certification, and is conversant with the Illinois Liquor Control regulations. He has been fingerprinted, met with the Mayor, and paid all fees. Recommendation: It is the recommendation of the Mayor to a) grant a Class G1 Liquor License to CNL Restaurant, LLC d/b/a Sakura conditioned upon approval of conditional use permit to serve alcohol, satisfactory fingerprint report, and BASSET certification for all employees involved in the sale and/or service of alcohol; and, b) approve the attached ordinance increasing the number of Class G 1 licenses from six to seven. FRANZ & QUANCE, LLC ATTORNEYS AT LAW 453 COVENTRY LANE,SUITE 104 CRYSTAL LAKE,ILLINOIs 60014 WILLIAM M.FRANz PH: (815)459-8100 BRANDY S.QUANCE Fx: (815)459-1020 July 26, 2011 RECEIVED Susan E. Low Liquor Control Commissioner City of McHenry JUL 2 9 20 333 South Green Street McHenry, Illinois 60050 CjTY OF MCHENRY Re: Application for Liquor License, CNL Restaurant, LLC d/b/a Sakura Dear Mayor Low: Please be advised Franz & Quance, LLC represents CNL Restaurant, LLC in the above referenced matter. Enclosed please find an Application for Liquor License and supporting documents for your review. By way of background, the limited liability company CNL Restaurant, LLC will be opening a Japanese restaurant under the name Sakura in September or October of this year. Renovations are underway. Because this is a new company, it has not previously applied for a liquor license. However, Xiang Lin, one of its owners, also owns G& L Garden Corporation d/b/a China Palace located at 6146 Northwest Highway in Crystal Lake. Some of the information included in the application is for that restaurant. In addition, I am including a copy of Xiang Lin's Certificate of Naturalization. If you require any additional information or have any questions, please contact me at(815) 459-8100. Very truly yours, �aZrmnM. Franz Enclosures (7 I -- 1- � CITY OF MCHENRY 'Al �-� � License No. APPLICATION FOR LIQUOR LICENSE Fee Received Date Issued UNDER Date Received CITY OF MCHENRY LIQUOR CONTROL Date Effective ORDINANCE Receipt Issued On FISCAL YEAR 2011/2012 TO BE FILED WITH THE OFFICE OF THE MAYOR Check No. Cashier's Chk. ALL LICENSES EXPIRE APRIL 30 Cert.Check FOLLOWING DATE OF ISSUANCE Cash NAME OF BUSINESS,ADDRESS,&TELEPHONE#.: CNL Restaurant, LLC d/b/a Sakura 2302 N Richmond Rd,McHenry IL 60050. Temporary telephone# 815-321-3714 1. Please indicate form of ownership:CORPORATION PARTNERSHIP INDIVIDUAL/SOLE PROP. GD LIMITED LIABILITY COMPANY IF . 2. Corporation Name: CNL Restaurant,LLC d/b/a Sakura Corporate Address: 2302 N Richmond Rd, McHenry IL 60050 Corporate Phone Number: Temporary telephone# 815-321-3714 3. State of Incorporation: Illinois 4. IF PARTNERSHIP: Name: Corporate Address: Corporate Phone Number: 5. State of Incorporation: IF INDIVIDUALISOLE PROP: 6. Applicant's Full Name: Date of Birth: Residence Address: 7. Home Phone: Business Phone: 8. Citizen of U.S.? If a naturalized citizen,when and where naturalized? Court in which(or law under which)naturalized: 9. (A)If Applicant is a PARTNERSHIP,give name and address of all partners holding 5%or more of the partnership interest: Limited is r r y Company (13 If Applicant is give name a ress n t lepli ne ber of owners holding 5%or more shares and registered agent: Owner: Zhiyi Li, 590 Darlington#lb, rysta� �2 e, 1�.6� 4 Owner: Xiang Lin, 1693 Dover Cliff Way, Crystal Lake, IL 60014 Registered Agent: Brandy S. Quance,453 Coventry Ln Suite 104, Crystal Lake, IL 60014 2011 PAGE TWO 10. If Applicant and Local Manager are not the same,give name address and t I o mber of Local Manager: Xiang Lin, 2302 N Richmond Rd McHenry IL 60050 815� ��- �/1 Local Manager's: Date of Birth: 8-12-1971 Place of Birth: China Citizen of U.S.? Yes 11 Principal Type of Business: A Japanese-style sit down restaurant. 12. What is current zoning for this property? C-5 Highway Commercial District 13. Type of License Sought: Class G-1 14. Date on which business was begun at this location: TBD; anticipated opening of September/October 2011 15. Does applicant own premises for which license is sought?No If not,state name and address of owner and attach copy of executed lease. Blake Richmond II L.L.C., 6309 Tustamena Trail, McHenry,IL 60050 16. If property is owned by a land trust,trustee must file affidavit disclosing names and addresses of all beneficial owners and percentage of interest. 17. Is the location of applicant's business for which license is sought within one hundred feet of any church,school(except institutions of higher education),hospital,home foraged or indigent persons or for veterans and their families or any military or naval station? No A. If answer to the above is"YES",is the applicant's place of business a hotel offering restaurant service,a regularly organized club,a food shop or other place where the sale of liquor is to the principal business? . If yes, how long has place of business been in operation? 18. If applicant has ever engaged in the business or sale of alcoholic liquor at retail,list address of all locations(may attach supplemental sheet). 19. Illinois State Liquor License Number: 1 1-1 A-0064765 Attached copy of State Liquor License Certificate. 20. Give applicant's Retailer's Occupational tax(ROT)Registration Number. 3531-5253 21. Are you delinquent in the payment of the Retailer's Occupational Tax(Sales Tax),and if so,the reasons therefore: No 22. If this application is for a new license or a transferred license,attach to this Application a copy of Applicant's balance sheet and operating statement for the past three years,or if not available,other proof of financial responsibility. 23. State name and address of dram shop insurance company for both the licensee and owner of the building in which the alcoholic liquor will be sold for the duration of the license AND attach a copy of the declaration page showing the insured parties and amounts of coverage. Restaurant is 2400 square feet gross, 832 square feet net. Zoning ordinance 24, Describe parking facilities available to the business: requires 21 spaces for parking;25 are available. 25. Are you familiar with all the laws of the United States,State of Illinois and ordinances of the City of McHenry pertaining to the sale of alcoholic liquor;and will you abide by them? Yes 26. Will you maintain the entire premises in a safe,clean and sanitary manner free from conditions,which might cause accidents? VPC 27, Will you attempt to prevent rowdiness,fights and disorderly conduct of any kind and immediately notify the McHenry Police Department is any such events take place? Yes 28. Has any manufacturer,importing distributor or distributor of alcoholic liquors directly or indirectly paid or agreed to pay for this license,advanced money or anything else of value or any credit(other than merchandising credit in the ordinary course of business for a period not in excess of 90 days),or is such a person directly or indirectly interested in the ownership,conduct or operation of the place of business? o If answer is "YES",give particulars: 29.Have you,or in the case of a corporation,the owners of 5%or more shares of the corporation or the local manager,or in the case of partnership, any of the partners,ever been convicted of any violation of any law pertaining to alcoholic liquors? No answer is"YES",explain: 30.Have you,or in the case of a corporation,the owners of 5%or more shares of the corporation and the local manager,or in the case of a partnership,any of the partners,ever been convicted of either a felony or a misdemeanor? No If so,please describe: 31.Is any individual who is directly or indirectly interested in applicant's place of business,a law-enforcing official or elected public official(mayor, alderman,and member of any City commission,committee or board)? No If so,please state name and address of such person: 2011 PAGE THREE 32.List your occupation or employment with addresses thereof for the past 10 years(if partnership or corporation,list same information for each partner and the local manager—(please attach). 33.Have you ever been convicted of a gambling offense(if a partnership or corporation, include all partners,owners of 5%or more shares of the corporation and the local manager)? No If so,give all details: 34.Has any owner(s)or member(s)of a Partnership been issued a federal gaming device stamp or a federal wagering stamp by the federal government for the current tax period? If a Corporation,has any officer,manager,or director thereof;or,any stockholder owning in the aggregate more than twenty(20)percent of the stock,been issued a federal wagering devise stamp or a federal wagering stamp by the federal government for the current tax period? No 35. Will you and all your employees refuse to serve or sell alcoholic liquor to an intoxicated person or to a minor? 36.Have you,or any partner,or owner of 55%or more shares of the corporation or local manager,ever had a liquor license revoked or suspended? No 37. If so,give all details,including location of the licensed property(please attach). CAUTION: Failure to provide accurate or complete information may result in the suspension and/or revocation of your liquor license and/or the issuance of a fine. #R*kkk#**k*k********k##*****kkk**kkRRkkkk**kkR#*kR**k*R**k*R*kRR#*RR*kkk*#*k*Rkk###*kR#*RR*1tR*##kR***R***kR**kk#*k***kRR**Rk***#kkR*******R*#*****k**k*****k***1nY**** No person holding a license issued by the City of McHenry shall, in the conduct of the licensed business or upon the licensed premises,either directly or through the agents or employees of the licensee: 1. Violate or permit a violation of any federal law or state statue. 2. Violate or permit a violation of any City ordinance or resolution regulating the sale of alcoholic liquor or relating to the eligibility of the licensee to hold a liquor license. 3. Violate or permit a violation of any rule or regulation of the Illinois Liquor Control Commission, as revised from time to time. 4. Permit the sale of and/or consumption of any alcoholic beverages outdoors absent a specific permit granted by the McHenry City Council however; provided, outside sales and/or consumption shall be permitted from the hours of 11:00 a.m.to 5:00 p.m. during Sidewalk Sales on the Saturday preceding Parade Day during Fiesta Days. 5. During Fiesta Days Celebrations on Parade Day, sell or serve(a) carryout alcoholic beverages (not including packaged liquor sales); or(b)alcoholic beverages in non-original containers, such as plastic cups. Only original containers, such as cans, bottle or glassware may be used. 6. Allowing fighting, disorderly conduct or excessive noise constituting a nuisance or tumultuous conduct of patrons and/or employees of licensee as defined in the McHenry City Code, to take place on the licensed premises or on, about and/or adjacent to the property where the licensed premises is located. 7. Allow patrons to serve or distribute alcoholic beverages to minors on the licensed premises or allow minors to drink alcoholic beverages on the licensed premises. 8. Fail to call the City Police Department upon the violation of any City ordinance or state law relating to fighting, disorderly conduct or excessive noise constituting a nuisance or tumultuous conduct of patrons and/or employees on the licensed premises. 2011 PAGEFOUR AFFIDAVIT STATE OF ILLINOIS ) ss COUNTY OF MCHENRY ) I,the undersigned,being first duly sworn,deposes and says that I(we),have read the above and foregoing Application,caused the answers to be provided thereto and all of the information given on said Application to be true and correct,and consent to investigation and background check by the Local Liquor Control Commissioner or his designee and agree to comply with all City Ordinances and the rules stated on this application. SOLE PROPRIETOR: Signature of Applicant Subscribed and sworn to before me this day of 20 NOTARY PUBLIC PARTNERSHIP: (Authorized Agent of the Partnership) Signature Print Name Title Subscribed and sworn to before me this day of 20 NOTARY PUBLIC Limited Liability Company (Authorized Agent of the ) Limited jty Company Signature, ians?Lin Print Name Manager Title OFFICIAL SEAL Subscribed and sworn to before me this BRANDY S QUANCE NOTARY PUBLIC•STATE OF ILUNOIS day of July .'20 11 MY COMMISSION EXPIRES:07/27/1 f NOTARY PUBLIC MANAGER: Si ture of Local Manager Xiang Lin Print Name Subsc'b d and sworn to before r9e this day of July -,20 14 RANDYOFFICISQUANCE NOTARY PUBLIC / NOTARY PUBLIC•STATE OF LUNOIS f 2011 MY COMMISSION EXPIRES:07/27/11 ADDENDUM TO CITY OF MCHENRY APPLICATION FOR LIQUOR LICENSE CNL Restaurant, LLC d/b/a Sakura 18. Xiang Lin, part owner of CNL Restaurant, LLC, is also part owner of G & L China Garden Corporation d/b/a China Palace. China Palace has engaged in the business or sale of alcoholic liquor at retail at the following location: China Palace 6146 Northwest Hwy Crystal Lake, Illinois 60014 19. The Illinois State Liquor License Number is for G & L China Garden Corporation d/b/a China Palace. Attached is a copy of the State of Illinois license and City of Crystal Lake license. 22. Attached are the 2008, 2009 and 2010 IRS U.S. Corporation Income Tax Returns and the 2008, 2009 and 2010 Illinois Department of Revenue Corporation Income and Replacement Tax Returns for G & L China Garden Corporation. 23. Upon approval, the dram shop insurance company shall be Max Group & Associates. Attached is a copy of the Certificate of Liability for G & L China Garden Corporation. 32. Owner and Local Manager Xiang Lin's occupation or employment for the past 10 years: China Palace 6146 Northwest Hwy Crystal Lake, Illinois 60014 King Wok 6100 Northwest Highway Crystal Lake, Illinois 60014 Owner Zhiyi Li's occupation or employment for the past 10 years: China Palace 6146 Northwest Hwy Crystal Lake, Illinois 60014 ORDINANCE NO. MC-11- AN ORDINANCE Increasing number Class G1 Liquor Licenses from 6 to 7 Sakura Restaurant WHEREAS,the City of McHenry,McHenry County,Illinois,is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF McHENRY,McHENRY COUNTY,ILLINOIS, as follows: SECTION 1.Section 4-6(6)of the Municipal Code relating to liquor license classification is hereby amended by increasing the number of Class"G(1)" Liquor Licenses from five to six. SECTION 2.All ordinances,or parts thereof,in conflict with the terms and provisions hereof,be and the same are hereby repealed to the extent of such conflict. SECTION 3.This ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, Illinois. SECTION 4.This ordinance shall be in full force and effect from and after its passage,approval and publication,as provided by law. PASSED and APPROVED this day of . 2011. Voting Aye: Voting Nay: Absent: Not Voting: Abstained: Mayor ATTEST: City Clerk AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Douglas Martin, Deputy City Administrator FOR: August 29, 2011 Regular City Council Meeting RE: Amendment to Ordinance No. 095-709 to allow weekly services at 4724 W Crystal Lake Road ATT: Ordinance amending Ordinance No. 095-709 to allow weekly services at 4724 W Crystal Lake Road Ordinance granting conditional use permit and variance for the property at 4724 W Crystal Lake Road Background. For approximately one year, The Chapel, a non-denominational religious organization,has been holding services every Sunday at McHenry West High School, 4724 W Crystal Lake Road. In March,the City Council approved a temporary use permit to allow The Chapel to conduct services with the condition they obtain a conditional use permit if their one- year lease with the high school district is extended. Their lease and temporary use permit will expire September 25, 2011, and The Chapel is seeking consideration to remain at west campus for an additional year. In 1995 an ordinance granting a conditional use permit and variance permitting an administrative building at McHenry High School West Campus was approved, To allow The Chapel to continue holding services on the premises this ordinance must be amended. Religious institutions are required to obtain a conditional use permit in any residential zoning district and the high school property is currently zoned RS-3 Medium Density Singly Family Zoning District. Analysis. Staff does not have any problems with this use at McHenry High School West Campus as it is one-time/week for a few hours with little impact on adjacent land uses. The applicant has been very cooperative with staff addressing signs in city right-of-ways. The only complaint received to-date was for feather banners posted in the Crystal Lake Road right-of-way. Staff has informed the applicant of the issue and they will not post the banners unless a sign variance is approved by the City Council. The City Council has the option of approving the expansion of the existing conditional use permit or requiring the applicant to apply for a conditional use permit and present their request at a public hearing before the Planning and Zoning Commission. Recommendation. Staff is recommending the existing conditional use permit be amended without sending the matter to the Planning and Zoning Commission. Staff is also recommending the following conditions be placed on the conditional use permit expansion: 1. Conditional use permit expansion is contingent on entering into a lease extension with McHenry High School District; 2. Conditional use permit shall expire if religious use ceases operation for three consecutive months; 3. Services shall be limited to one-time/week on Sundays; 4. No other ancillary uses shall be allowed without prior amendment to the conditional use permit. Ancillary uses shall be defined as: organized daily services, services for recognized religious holidays, bible studies, choir practice, other uses associated with daily operations of a religious institution, and operation of a day care facility or a school of any kind, other than Sunday School". ORDINANCE NO. AN ORDINANCE AMENDING CONDITIONAL USE PERMIT 0-95-709 TO ALLOW A RELIGIOUS USE FOR THE PROPERTY LOCATED AT 4724 W CRYSTAL LAKE ROAD, IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS. WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, a petition has been filed with the City by The Chapel, requesting an amendment to a Conditional Use Permit to allow weekly religious services at 4724 W Crystal Lake Road, legally described on attached Exhibit A, attached hereto and incorporated herein ("the Subject Property"); and WHEREAS, the matter was brought before and considered by the City Council on August 29, 2011 in the manner prescribed by Ordinance, and as a result of said consideration, the City Council did recommend granting the requested expansion of the existing Conditional Use Permit; and WHEREAS, the City Council has considered the evidence and recommendation and finds the approval of the requested expansion of the Conditional Use Permit is consistent with the objectives of the City of McHenry Zoning Ordinance to protect the public health, safety, morals and general welfare of its residents. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AS FOLLOWS: SECTION 1: That the Subject Property shall be granted an amendment and expansion to the existing Conditional Use Permit approved by Ordinance 0-95-709 to allow weekly religious services with the following conditions: 1. Conditional use permit expansion is contingent on entering into a lease extension with McHenry High School District 156; 2. Conditional use permit shall expire if religious use ceases operation for three consecutive months; 3. Services shall be limited to one-time/week on Sundays; 4. No other ancillary uses shall be allowed without prior amendment to the conditional use permit. Ancillary uses shall be defined as: organized daily services, services for recognized religious holidays, bible studies, choir practice, other uses associated with daily operations of a religious institution, operation of a day care facility or a school of any kind, other than Sunday School". SECTION 2: In granting said amendment to the Conditional Use Permit, the City Council finds that the requirements of Table 31 of the Zoning Ordinance have been met in that: 1. Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. 2. Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district, have been appropriately controlled; 3. The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings, and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character already existing in the area or normally associated with permitted uses in the district. 4. The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area; 5. The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity; and 6. The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. SECTION 3: All Ordinances or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. SECTION 4: This Ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, McHenry County, Illinois. SECTION 5: This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as provided by law. PASSED THIS DAY OF , 2011 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF 12011 MAYOR ATTEST: CITY CLERK IN THE MATTER OF THE APPLICATION OF ) McHENRY COMMUNITY HIGH SCHOOL ) ORDINANCE NO 0-95-709 DISTRICT 156 ) AN ORDINANCE OF THE CITY OF hcHmm, ILL mis, GPJVRING A OQMMCNAL USE PERMIT AND GRANTING A VARIANCE Whereas, a written Petition has been filed with the City Clerk of the City of McHenry, Illinois requesting the granting of a conditional use permit and the granting of a variation under the provisions of the Zoning Ordinance of the City of McHenry, as amended, concerning the following described premises: That part of the West Half of Section 34, Township 45 North, Range 8 East of the Third Principal Meridian, described as follows: to-wit: Commencing at the point of intersection with the East and West quarter line of said Section 34 and the center line of Crystal Lake Road; thence North 33 degrees 47 minutes East along the center line of said road, 835.84 feet more or less, to a point of curvature, said curve having a radius of 2,864.93 feet; thence North 56 degrees 13 minutes West, 116.0 feet, for the place of beginning of this description; thence South 33 degrees 47 minutes West, 1,155.0 feet to a point of curvature; thence Southwesterly along a curved line convex Southeasterly having a radius of 180.0 feet for an arc distance of 119.119 feet, to a point of tangency; thence South 71 degrees 42 minutes West, tangent with the last described curve, 64.75 feet to a point of curvature; thence North 74 degrees 49 minutes 25 seconds West, 525.82 feet; thence South 77 degrees 57 minutes 10 seconds West, 175.0 feet to a point on a curved line convex Westerly, having a radius of 478.0 feet; thence Northerly along the last described curve an arc distance of 272.087 feet, to a point of tangency; thence North 20 degrees 34 minutes East, tangent with the last described curve 213.0 feet, to a point of curvature; thence Northerly along a curved line convex Easterly, having a radius of 479.02 feet, for an arc distance of 293.533 feet; thence North 59 degrees 15 minutes 11 seconds West, 210.395 feet; thence North 30 degrees 08 minutes 36 seconds West, 262.472 feet; thence North 45 degrees 58 minutes East, 512.297 feet, to a point of curvature; thence Northeasterly along a curved line convex Northeasterly, having a radius of 141.0 feet for an arc distance of 72.93 feet; thence North 14 degrees 23 minutes 51 seconds West, radial to the last described curve, 120.0 feet to a point on a curved line convex Northwesterly, having a radius of 261.0 feet; thence Easterly along the last described curve for an arc distance of 80.0 feet; thence South 3 degrees 09 minutes 52 seconds West, radial to the last described curve, 120.0 feet, to a point on the aforementioned curve having a radius of 141.0 feet; thence Southeasterly along said curve for an arc distance of 60.01 feet, to a point of tangency; thence South 62 degrees 27 minutes East, tangent with the last described curve, 395.0 feet, to a point of curvature; thence Easterly along a curved line convex Southerly having a radius of 500.0 feet, for an arc distance of 552.632 feet, thence North 35 degrees 46 minutes 37 seconds West, radial to the last described curve, 120.0 feet to a point on a curved line convex Southerly having a radius of 380 feet; thence Northeasterly along said curve for an arc distance of 25.0 feet; thence South 37 degrees 43 minutes 07 seconds East 569.073 feet; thence South 33 degrees 47 minutes West, 45.0 feet to the place of beginning, in McHenry County, Illinois and also Lot A in Boone valley Plat No. 7, being a Subdivision of part of the West Half of section 34, Township 45 North, Range 8, East of the Third Principal Meridian, according to the Plat thereof recorded August 23, 1973 as Document No. 601785 in McHenry County, Illinois. Commonly known as: 4724 W. Crystal Lake Road, McHenry, Illinois 60050 Whereas, said Petitioners are requesting a conditional use permit and a variance on the subject property to permit the construction and use of a second principal structure on the subject premises as required by the City of McHenry Zoning Ordinance; and, Whereas, a hearing was held before the City of McHenry Zoning Board of Appeals on May 22, 1995, at which time the Zoning Board of Appeals did take evidence and view exhibits presented thereat by the Petitioners; and, Whereas, based on evidence heard, the Zoning Board of Appeals found that there was no overriding reason for not granting the requested conditional use permit and requested zoning variation; and, Whereas, the Zoning Board of Appeals found, and the City Council concurs in that finding, that it would serve the interests of the City if McHenry Community High school District 156 were granted a conditional use permit to allow the construction of an administration office building, in that: a) Any adverse impact of types of volumes of traffic flow not otherwise typical in the zoning district has been minimized. b) Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district, have been appropriately controlled. c) The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings, and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character already existing in the area or normally associated with permitted uses in the district. d) The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected or permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area. _a_ e) The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity. f) The proposed use is in harmony with all other elements of the compatibility pertinent to the conditional use and its particular location. Whereas, the Zoning Board of Appeals found, and the City Council concurs in that finding, that it would serve the interests of the City if McHenry Community High School District 156 were granted a zoning variation to allow a second principal structure on the subject property, in that: a) Special circumstances exist that are peculiar to the property for which the variance is sought and that do not apply generally to other properties in the same zoning district. And these circumstances are not of so general or recurrent a nature as to make it reasonably practical to provide a general regulation to cover them. b) Since a variance will affect the character of its surroundings long after a property changes hands the special circumstances referenced herein relate only to the physical character of the land or building(s) for which a variance is sought, such as dimensions, topography or soil conditions. They do not concern any business or activity the present or prospective owner or tenant carries on, or seeks to carry on, therein, nor to the personal, business or financial circumstances of such owner or tenant or any other party with interest in the property. c) The special circumstances that are the basis for a variance have not resulted from any act of the applicant or of any other party with interest in the property. d) The strict application of the provisions of The City of McHenry Zoning Ordinance would result in unnecessary and undue hardship upon the applicant, as distinguished from mere inconvenience. e) A variance is necessary for the applicant to preserve and enjoy a substantial property right possessed by other properties in the same zoning district and does not confer a special privilege ordinarily denied to other properties in the district. f) The grant of a variance is necessary, not because it will increase the applicant's economic return, although it may have this effect, but because without a variance the applicant will be deprived of any reasonable use or enjoyment of the property. - 3- g) The granting of a variance will not alter the essential character of the locality nor substantially impair environmental quality, property values or public safety or welfare in the vicinity. h) The granting of a variance will be in harmony with the general purpose and intent of The City of McHenry Zoning Ordinance and the City of McHenry Comprehensive Plan, as viewed in light of any changed conditions since their adoption. i) The variance requested is the minimum required to provide the applicant with reasonable use and enjoyment of his property. Now, therefore, be it ordained by the City Council of the City of McHenry, Illinois, as follows: Section 1: That a variance to allow a second principal structure is hereby granted on the foregoing legally described property and that a conditional use permit expanding the existing conditional use is hereby granted on the foregoing legally described property, commonly known as 4724 W. Crystal Lake Road, McHenry, Illinois, to permit the construction of an administration building, subject to the following limitations: 1. The proposed building to be used for administrative purposes for McHenry High School District 156 only; 2. The following items be given special consideration and subject to review by the Building Department prior to issuance of the building permit for said building: a. Trash/refuse disposal area enclosure; b. Landscape requirements; c. Installation of sidewalk between the two buildings; d. No roof top electrical/mechanical units be permitted. Section 2: All ordinances, or parts thereof, in conflict with the terms and provisions hereof, are hereby repealed to the extent of such conflict. Section 3: This ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, Illinois. Section 4: This ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form, as provided by law. Passed this 7th day of June 1995. AYES: Bolger, Locke, Bates, Lawson, Baird NAYS: None ABSTAINED: None ABSENT: None NOT VOTING: None Approved this 7th day of June J�§95. r MAYOR ST: CITY CLERK AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Douglas Martin, Deputy City Administrator FOR: August 29, 2011 Regular City Council Meeting RE: Preliminary and Final Plat of Subdivision of Lot 1A of the Resubdivision of Lot 1 in Rubloff Towne Centre ATT: 1. Planning and Zoning Commission minutes dated 6/30/11 2. Ordinance approving Final Plat of Subdivision for Lot lA of the Resubdivision of Lot 1 in Rubloff Towne Centre 3. Preliminary and Final Plat of Subdivision of Lot 1 A of the Resubdivision of Lot 1 in Rubloff Towne Centre Background. The applicant is proposing to resubdivide Lot 1 of Rubloff Towne Centre Subdivision, approved in 2001, and construct a Panda Express Restaurant on proposed Lot IA. The property is an approximately .81 acre-tract (Lot 1 A) cut out of 11.2 acres (Lot 1), located on the east side of Route 31, just south of the FAP 420 right-of-way. The preliminary and final plats are being combined due to the relative simplicity of the request and no additional access is requested. A perpetual access easement exists currently around the interior of the entire subdivision. The detention for the shopping center is located to the north of proposed Lot 1 A and directly east of the mainline retail. Analysis. Staff has found the plat to be in substantial conformance with all city ordinances relating to final plats of subdivision. The city engineer has reviewed and substantially approved final engineering. Recommendation. The Planning and Zoning Commission unanimously recommended approval of the Preliminary and Final Plat of Lot IA of the Resubdivision of Lot 1 in Rubloff Towne Centre subject to the following conditions: 1. Approval shall be contingent upon Council approval of the conditional use permit for a restaurant with a drive-thru facility for the subject property; 2. Compliance with all revisions to the engineering plans and final plat as recommended by the City engineer shall be required; 3. The final plat shall be recorded within six months of Council approval; 4. Any existing covenants to the Rubloff Towne Centre Subdivision shall be amended to include Lot I A; 5. Storm water permit application shall be submitted and best management practices shall be used whenever and wherever appropriate, as recommended by City engineer in order to reduce/filter runoff into the detention areas; and 6. All existing conditions included on the recorded final plat of Rubloff Towne Center subdivision shall remain in full force and effect for the newly created Lot IA. Staff concurs and recommends approval of the attached ordinance. ' city i of Megen�'ing allning Commission Minutes C ty 7�0 p une 30,7,011 0 1 Wing Comnssion J ubdivision planning and Z° emu, ry and Final Ylats of S e Centre prel a ubloff ToWn esubdivison of R ress Lot lA of the R on behalf of panda Exp isz of Interplan LL C who was acting att Wh Towne center. this In attendance was M of Rubloff report regarding regarding the resubdivision fission with the Staff rovided the comm cate a new facility in this subdivision. In istrator Martin p The creation of the Deputy Admin da Express would like to lO outlot for the onuil lg'$,wed ich contains matter.He noted that Pan required to create an to do so aeeuubdivision is the current 573 sPa0Staffhas r the order aces from parking- regarding the loss of P outlot will result in a loss of 8 spaces royal subject to the following Kohl,s Store. Staff is not lat and Te ornrnends app preliminary and fins p rmit for a restaurant on Council approval of the conditional use Pe 1 approval be contingent y subject roperty� facility for the subj P Plans and final plat as recommended by with a drive engineering 2. compliance with all revisions to the eng the City engineer; approval; 3. the final plat be recorded within six months of Council istin covenants to the Rubloff Towne Centre Subdivision be amended to include 4. any existing Lot 1 A; lication shall be submitted and best management practices shall be 5. storm water permit VPro riate, as recommended by City engineer in order to used whenever and wherever app p reduce/filter runoff into the detention areas; 6. All existing conditions included on te�ecf or the newrded final ly created Lot of t lA Towne Center subdivision remain in full force an Chairman Schepler invited questions and comments from the commissioners. Question was raised as to why Panda Express was constructing a new building rather than utilizing vacant commercial space elsewhere. Mr.Whisz responded PandaExpress prefers a stand-alone building and believes this is the best location for their restaurant in the community. Deputy Administrator Martin interjected Panda Express has been contemplating locating a restaurant in the area for a long time and has extensively investigated the potential use of other locations prior to making the decision the subject property would be best suited for the restaurant. Motion by Ekstrom, seconded by Buhrman, to recommend to City Council, that the Preliminary Plat of Subdivision and Final Plat of Lots IA of the Resubdivision of the Rubloff Towne Centre be approved subject to the following conditions as presented: I. approval be contingent upon Council approval of the conditional use permit for a restaurant with a drive-thru facility for the subject property; 2. compliance with all revisions to the engineering plans and final plat as recommended by the City engineer; 3. the final plat be recorded within six months of Council approval; 4. any existing covenants to the Rubloff Towne Centre Subdivision be amended to include Lot 1 A; 5. storm water permit application shall be submitted and best management practices shall be used whenever and wherever appropriate, as recommended by City engineer in order to reduce/filter runoff into the detention areas; 6. All existing conditions included on the recorded final plat of Rubloff Towne Center subdivision remain in full force and effect for the newly created Lot IA. Voting Aye: Buhrman, Doherty, Ekstrom, Nadeau, Schepler, and Thacker. Voting Nay: None. Not Voting: None. Abstaining: None. Absent: Morck Motion carried 6-0. ORDINANCE NO. AN ORDINANCE GRANTING APPROVAL OF THE PRELIMINARY AND FINAL PLAT OF SUBDIVISION FOR LOT 1A OF THE RESUBDIVISION OF LOT 1 IN RUBLOFF TOWNE CENTRE IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, Panda Restaurant Group Inc. (referred to as the "OWNER") has requested approval of the Preliminary and Final Plat of Subdivision for Lot IA of the Resubdivision of Lot 1 in Rubloff Towne Centre; and WHEREAS, the Planning and Zoning Commission has reviewed the preliminary and final plat at a public meeting held June 30, 2011 and provided a written record of this meeting and its recommendation to the City Council; and WHEREAS, the City Council finds that the approval of the preliminary and final plat is in conformance with the Ordinances of the City. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of McHenry, McHenry County, Illinois, as follows: SECTION 1: That the preliminary and final plat entitled, "Lot IA of the Resubdivision of Lot 1 in Rubloff Towne Centre," prepared by Sherrill Associates and bearing the date 6/3/2011, attached hereto and incorporated herein by reference, shall be and the same is hereby approved, with the conditions: 1. Approval shall be contingent upon Council approval of the conditional use permit for a restaurant with a drive-thru facility for the subject property; 2. Compliance with all revisions to the engineering plans and final plat as recommended by the City engineer; 3. The final plat shall be recorded within six months of Council approval; 4. Any existing covenants to the Rubloff Towne Centre Subdivision shall be amended to include Lot 1 A; 5. Storm water permit application shall be submitted and best management practices shall be used whenever and wherever appropriate, as recommended by City engineer in order to reduce/filter runoff into the detention areas; 6. All existing conditions included on the recorded final plat of Rubloff Towne Center subdivision shall remain in full force and effect for the newly created Lot IA. SECTION 2: All Ordinances or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. SECTION 3: This Ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, McHenry County, Illinois. SECTION 4: This Ordinance shall be in full force and effect and after its passage, approval and publication in pamphlet form as provided by law. PASSED THIS DAY OF , 2011 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF , 2011 ATTEST: MAYOR CITY CLERK AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Douglas Martin, Deputy City Administrator FOR: August 29, 2011 Regular City Council Meeting RE: Conditional Use Permit for proposed Lot 1A west of Kohl's ATT: 1. Location Map 2. Planning and Zoning Commission meeting minutes dated 6/30/11 3. Ordinance approving Conditional Use Permit for Drive-thru Establishment and Outdoor Seating 4. Development Plans Background. The applicant is requesting a Conditional Use Permit to allow a drive-thru facility in conjunction with a restaurant and permission for outdoor seating for Panda Express restaurant located west of Kohl's in Rubloff Towne Centre Subdivision. Analysis. The attached application packet includes proposed site, landscape, and engineering plans for Panda Express restaurant. The site plan depicts an outdoor seating area located at the southwest corner of the site. The area is easily accessible and will not conflict with vehicles in the parking lot but staff would require a gate or railing to accentuate the physical separation from the parking area. A patio railing is depicted on three sides of the proposed outdoor seating area and staff does not have any concerns with allowing outdoor seating in conjunction with the proposed restaurant. In constructing the restaurant the applicant is proposing a drive-thru facility to the north and east of the proposed building as depicted on the attached site plan. Staff believes the drive- thru will be an asset to the business as this has become the conventional manner for a majority of the population to patronize a restaurant of this type. Currently, Oberweis and Bank of America have drive-thru lanes in the Rubloff Towne Centre Shopping Center. Staff reviewed the drive-thru design in accordance with drive-in establishment guidelines. With the exception of the vehicle stacking area that is not isolated from the parking lot by a landscape median, the design is in substantial compliance. However, this has become an accepted standard for drive-thru design by other restaurants of this type. The drive-thru has an escape exit area extending to the northern end of the parking lot, which can be accessed at the order canopy location. Staff would require a "Do Not Enter" sign erected at the west parking lot island at the northern end of the escape lane, similar to the "Do Not Enter" sign proposed on the eastern side. Recommendation. The Planning and Zoning Commission unanimously recommended approval of a Conditional Use Permit for a drive-thru facility and to allow an outdoor seating area in conjunction with a restaurant as presented with the following conditions: 1. Conditional use permit shall be revoked and become null and void if the use is not established or a required building permit is not obtained and construction started within one year of the date of ordinance approval by City Council, or if the use ceases operation for more than one year and; 2. Site shall be developed in substantial accordance with the attached site plan, with exceptions as noted in this recommendation, prepared by Interplan LLC dated May 9, 2011 and the attached landscape plan prepared by Interplan LLC and Evergreen Design Group dated May 9, 2011 and; . 3. Outside seating shall be with fixed tables and chairs not intended to be removed daily and; 4. An additional "Do Not Enter" sign shall be placed at the end of the drive-in escape lane as noted in the staff report. LOCATION MAP Proposed Lot IA t f 5 1 Ap .k, City of McHenry Planning and Zoning Commission Minutes June 30,2011 Public Hearing: Interplan LLC File No. Z-Z-769 2476 N Richmond Rd Conditional Use Permit Chairman Schepler called the Public Hearing to order at 7:55 p.m. regarding File No Z-769 an application for the following zoning relief as submitted by Interplan LLC for the property located at 2476 North Richmond Road: • Conditional Use Permit to allow a restaurant with a drive-thru facility and outdoor seating. Chairman Schepler stated Notice of the Public Hearing was published in the Northwest Herald on June 14, 2011. Notices were mailed to all abutting property owners of record as required by ordinance. The subject property was posted. A Certificate of Publication and Affidavit of Compliance with notice requirements are on file in the City Clerk's Office. Mr. Whisz of Interplan LLC was sworn in by Chairman Schepler. Mr. Whisz provided a summary of the conditional use permit request. Utilizing the site plan, he pointed out the proposed internal traffic pattern and noted the applicant proposes to construct a 2,448 square foot building on the premises. Entrances would be located on the north and south sides of the building. It is anticipated there would be internal seating for approximately 58 persons and outdoor seating for approximately 16 persons.. The trash enclosure would be situated on the northeast corner of the property and would be constructed to be architecturally compatible with the principal building on the site. Mr. Whist provide the commissioners with colored architectural renderings of the proposed building from all four elevations. Mr. Whisz stated approximately 30% of the restaurants business would be attributed to drive- thru traffic. Hours of operation would be from 11 a.m. until 10 p.m. seven days per week. There would be no wait staff. Inside patrons would order at the counter and pick up their food when it has been prepared. Mr. Whisz noted the restaurant is seeking a conditional use permit to allow a drive-thru establishment as well as outside seating on the premises. He pointed out there is an escape lane from the drive-thru lanes as requested by Staff. Deputy Administrator Martin provided the Commission with the Staff report regarding this matter. He noted the applicant is seeking a conditional use permit regarding the drive-thru facility and outdoor seating for the restaurant. Staff has reviewed the design of the site and believes it meets all criteria and guidelines for the drive-thru. As previously stated,there is an escape lane and exit for those in the drive-thru lane. Staff has requested a "Do Not Enter" sign be posted at the west parking lot island at the northern end of the escape lane. Staff is also requesting the applicant shift the order canopy to the north and west as much as feasible so that five vehicles could be accommodated in the stacking area while avoiding interference with the parking lot circulation. Deputy Administrator Martin stated Staff has recommended approval of the request subject to the following conditions being met: 1. conditional use permit shall be revoked and become null and void if the use is not established or a required building permit is not obtained and construction is not started within one year of the date of approval by City council, or if the use ceases operation for more than one year; 2. the site shall be developed in substantial accordance with the attached site plan prepared by Interplan LLC dated May 9, 2011 and the attached landscape plan prepared by Interplan LLC and Evergreen Design Group dated May 9, 2011; 3. outside seating shall be with fixed tables and chairs and not intended to be removed daily; 4. an additional "Do Not Enter" sign shall be placed at the end of the west side of the drive-thru escape lane; 5. the order canopy shall be shifted to the north and west to accommodate five vehicles in the attacking area without protruding into the southern end of the parking lot. Chairman Schepler invited questions and comments from the commissioners. In response to Mr. Whisz' comment, some discussion followed regarding the difficulty of relocating the order canopy to accommodate the five-car stacking area as required by ordinance. Mr. Whisz noted it would likely be impossible to shift the canopy far enough to the north and west while retaining the escape lane. Question was raised as to the possibility of customers calling ahead to place their orders and picking them up at the drive-thru window. Mr. Whisz stated he was unsure if this possibility existed as a part of the services provided by the restaurant. In response to Chairman Schepler's inquiry, there was no one in the audience who wished to address the commissioners regarding this matter. Motion by Nadeau, seconded by Buhrman, to recommend approval to the City Council with regard to File No. Z-769, an application for conditional use permit to allow a drive-thru facility and outdoor seating in conjunction with a restaurant on the property located at 2476 North Richmond Road as presented by applicant Interplan LLC for Panda Express, subject to the following conditions: 1. conditional use permit shall be revoked and become null and void if the use is not established or a required building permit is not obtained and construction is not started within one year of the date of approval by City council, or if the use ceases operation for more than one year; 2. the site shall be developed in substantial accordance with the attached site plan prepared by Interplan LLC dated May 9, 2011 and the attached landscape plan prepared by Interplan LLC and Evergreen Design Group dated May 9, 2011; 3. outside seating shall be with fixed tables and chairs and not intended to be removed daily; 4. an additional "Do Not Enter" sign shall be placed at the end of the west side of the drive-thru escape lane; 5. look into the feasibility of shifting the order canopy to the north and west to accommodate five vehicles in the attacking area without protruding into the southern end of the parking lot; and that Table 31, the Approval Criteria for Conditional Use Permits, of the Zoning Ordinance, has been met. Voting Aye: Buhrman, Doherty, Ekstrom, Nadeau, Schepler, and Thacker. Voting Nay: None. Not Voting: None. Abstaining: None. Absent: Morck Motion carried 6-0. Chairman Schepler closed the Public Hearing regarding File No. Z-769 at 8:11 p.m. ORDINANCE NO. AN ORDINANCE GRANTING A CONDITIONAL USE PERMIT FOR OUTLOT 1A IN RUBLOFF TOWNE CENTRE SUBDIVISION AND LOCATED THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, a petition has been filed with the City by Panda Restaurant Group Inc. requesting a Conditional Use Permit for a drive-in establishment and outdoor seating for the property located at west of Kohl's and north of Bank of America in the Rubloff Towne Centre Subdivision and legally described on Exhibit "A" attached hereto and incorporated herein, the "SUBJECT PROPERTY"; and WHEREAS, a public hearing on said petition was held before the Planning and Zoning Commission on June 30, 2011, in the manner prescribed by ordinance and statute, and as a result of said hearing, the Planning and Zoning Commission did recommend to the City Council the granting of the requested Conditional Use Permit; and WHEREAS, the City Council has considered the evidence and recommendations from the Planning and Zoning Commission and fords that the approval of the requested Conditional Use Permit is consistent with the objectives of the City of McHenry Zoning Ordinance to protect the public health, safety, morals and general welfare of its residents. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AS FOLLOWS: SECTION 1: That the SUBJECT PROEPRTY is hereby granted a Conditional Use Permit to allow a drive-in establishment in conjunction with a restaurant and outdoor seating in accordance with the attached site plan prepared by Interplan LLC dated 5/9/2011 and part of a building permit set dated 7/5/11, landscape plan prepared by Evergreen Design Group dated 4/5/11 and color building elevations consisting of four separate elevations collectively ("Site Plan") attached hereto and incorporated herein as Exhibit B and subject to the following additional conditions: 1. Conditional use permit shall be revoked and become null and void if the use is not established or a required building permit is not obtained and construction started within one year of the date of ordinance approval by City Council or if the use ceases operation for more than one year and; 2. Outside seating shall be with fixed tables and chairs not intended to be removed daily and; 3. An additional "Do Not Enter" sign be placed at the end of the drive-in escape lane in the west parking lot island identical to "Do Not Enter"sign in the eastern island. SECTION 2: In granting said Conditional Use Permit, the City Council finds that the requirements of Table 31 of the Zoning Ordinance have been met in that: 1. Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. 2. Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district, have been appropriately controlled; 3. The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings, and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character already existing in the area or normally associated with permitted uses in the district. 4. The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area; 5. The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity; and 6. The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. SECTION 3: All Ordinances or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. SECTION 4: This Ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, McHenry County, Illinois. SECTION 5: This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as provided by law. PASSED THIS DAY OF 2011 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF , 2011 MAYOR ATTEST: CITY CLERK Exhibit A Legal Description of the SUBJECT PROPERTY r i AGENDA SUPPLEMENT TO: Mayor and City Council FROM: Douglas Martin, Deputy City Administrator FOR: August 29, 2011 Regular City Council Meeting RE: Sign Variances for proposed Panda Express Restaurant at Rubloff Towne Centre ATT: Sign Package Background. Panda Express is requesting sign variances to allow approximately 138 square feet of additional wall signage (56 square feet permitted), four additional wall signs (two permitted), two-foot height variance for freestanding sign (six foot height permitted) and 4.5' additional square feet for the freestanding sign is also requested (32 square feet permitted). The proposed menu board sign complies with the height requirement and exceeds the allowable size by just over one square foot which staff does not have any problem with. Analysis. Staff worked with Panda Express to reduce the amount of signage requested. They have eliminated multiple architectural mosaics typically erected on the sides of their buildings which feature some pose of a Panda Bear. McDonald's received several sign variances for each of their three sites including: an additional 100 square feet of wall signage, four additional wall signs, height, and area variances for their freestanding signs as well as an additional menu board with increased size. Staff wants to be consistent with signage variance requests and these requests are not unusual for this type of use and, in staff s opinion are not excessive. Additionally, this building is considered an outlot and signage restrictions for outlots are greater than other freestanding commercial uses. Due to building orientation, wall sign square footage permitted by ordinance for Panda Express is minimal for this type of location. Recommendation. Staff recommends approval of the sign variances for the proposed Panda Express outlot in Rubloff Towne Centre as presented. O" PANDA EXPRESS Sign A Front Elevation Moriment Sign Dwo Theo Mwt-wl SW wadi 84' 84*dia 38.48 sq.IL Sign MlyiU—inwd _7 Sign 8 Entry Elevation Directional Sip WWI 84' 84'dia 11 N.-tanina- double faced Sign 2 Sign G Sign C Entry Elevation Clearance Bar Sig F Open inte.ally 11—inot.W.d light be.eign 0 Channet! Ix Letten; 22' 29-839* 38 sq.fL 2.25 rR I -t-, a V CWWY System Oc Sign D Rear Elevation - ; - E To be provided by moth Sign H Sign K aj�rZ Canopy S:ign- in.-Ull!d by wall 48' 48*clia 12.66 sq.Sign Mary Board 0 Drive Thru Elevation Sign J Sign E Ion To It.prwided by mother vendor and installed by Anchor Sign as 0 Lh-=7 22* 20'43,V4' 38 sq.fl. 33.18 Sign A Drive Thm Elevat Sign F on r r W Si", 72"gn 72"cla 28.27 sq.R. Si n C; IM------- Sign I Sign B Blake Road Client: Panda E)q-- 01/2812011 Original Rendering CL Site PE-D2680 1—.,d ee Ply wvcn d se �M.Address: 2450 N.Richmond Road It 1. McHenry,IL 60050 Sign A Front Elevation Proposed Height Width Area Wall 84" 84"' dia 38.48 sq. ft. Sign Allowable All • 54.75 sq. ft. top of sign to grade=20'-7" bottom of sign to grade=13'-7" �pP EXjD9 9�ET CHINESE Wiz: 19'-6, I F, Site Map 36'-7- — Front(West)Elevation --- Scale 3/16"=1'-0" •' 111F1 p EXP Client: Panda E�reu . 07292011 Original Rendering cL �O y rn.row.�"•+n.a"wmdNs•n F� Site#: PE-D2680 WtY roc,asn e�m C Address: 2450 N.Richmond Road —ft.%n..�..wwmroa".omi ' • • e.,:ro"d m n.eawtea nwmu.a o. m.or.a�.rwdweca..adNws� McHenry.IL 60050 ,ne P.crowd w�xmvw"w••.� fTt� rN we.eau ropa.drq b..ny.maM1 Sign B Entry Elevation Sign C Entry Elevation Proposed Height Width Area Proposed Height Width Area Wall 84" 84" dia 38.48 sq. ft. Channel 22" 20'-83/4" 38 sq. ft. Sign Letters Allowable All - • 54.75 sq. ft. a .• - • 54.75 sq. ft. top of sign to grade=20'-7" top of sign to grade=17'-3" bottom of sign to grade=13'-7" bottom of sign to grade=15'-5" 20' dO�ExA�� 00 CHINE`'�� 23'-6" a Site Map 68'-7" 1 Entry(South)Elevation ^. Scale 3/16"=1'-0" pP Client: � Rendering CL Fande - • Oi 812011 Original Rd EX,e9 mm.wrenny.neawemarV,ao.san u.rw me emau.e ue aMa�s on Site# PE-D280a,d w a." a.. w�a.nea anynr tro o""r w"r -wexa ne G 0 AddreSS: 2450 N.Riehmond Road • • �� maYnm"wnwco.wia'w a"�"�syi '? McHenry,IL 80050 hG vbsee meeq pw.coow mr Vie. / tf ��CHINeSE wn weoan..e�tiro"Ys rremet Sign D Rear Elevation Proposed Height Width Area Wall 48" 48" dia 12.56 sq. ft. Sign Allowable All - • 54.75 sq. ft. top of sign to grade=17'-1" bottom of sign to grade=10'-1" »... 23'-6" Site Map 36'-T L 1 1 s. Rear(East)Elevation { Scale 3/16"=1'-0" .+< Panda ss 01/2812011 Original Rendering cL pP�XpA Client: E 0 0&22/2011 Decrease Size CL ms"wee a"eb"rweroeMdms91 Site#: 2450 N.0 u,au��arm"em,ew,se arNwrvs•n R !• � AddreSS: 2450 N.Richmond Road � ec.a,rd me wM ww,r"a+�e n" • • P rtMmirp.e w v,pdanee Vrw trvn•nd to to tlsbib,rb4 r"pobrwtl a McHenry,IL 60050 mstimer.wunemreanaw+vs� ��/p,� n wxwrr��•aa,a y� • • Sign E Drive Thru Elevation Sign F Drive Thru Elevation Proposed Height Width Area Proposed Height Width Area Channel 22" 20'-83/4" 38 sq. ft. Wall 72" 72" dia 28.27 sq. ft. Letters Sign ` . .. - ` • 54.75 sq. ft. • .• - ` • 54.75 sq. ft. top of sign to grade=17'-3" top of sign to grade=19'-11" bottom of sign to grade=15'-5" ottom of sign to grade=13'-11" EXp9 CM f� t 9•-6• Site Map I � 68'-7' 3 -.a Drive Thru(North)Elevation y" - Scale 3/16"=1'-0" Panda — • 01/28=11 Original Rendering CL �aP P Client: m.rc"...q....weryaMnn.s� 9 r®�� Site PE-D2680 xw sm me a.M v.W G 0 e ka Address: Richmond 2450 N. Road • er gror�.e.e..,d�'Pisa,m� �� s.:e�eawtlna.m.mr.ivdNinw 9pn McHenry,IL 60050 .n w...e�u.d wv eaw.x.ruups � ..n y..ew. `?MINEyE Monument Sign Drive Thru Monument Sign Internally illuminated M36.50 war Op Exp i+ 4" • 0 � 4 l f qM NE k"' am s Ballasts CHI S 81adr 6—F72T8 1—EBR868-120V-ISM -PMS 200 Red I 3M 3630-83 Regal Red Total Amps=3.6 Amps Standard Panda Calm Spec P P � 7 1.1 1/2"x 1 112"Welded steel frame I 2.0.050"Aluminum cladding riveted to steel frame 3.3"Diameter steel support pole through center of cabinet imm 4.3116" White Lexan faces with first surface applied vinyl graphics Black:3M 3630-22 Red:3M 3630-83 Regal Red 5.2"x 2"Aluminum Retainers 6.Raceways,Ballasts,Lamps 7.Waterproof disconnect switch °x. 8.Steel square tube �t"w w�rz General Notes: r�"urz ' This sign is to be installed in accordance with the requirements of Article 600 of the cm6ro1 National Electrical Code. s"w"Mrs 1)Grounded and bonded per NEC 600.7/NEC 250 2)Existing branch circuit in compliance with NEC 600.5,not to exceed 20 amps 3)UL listed secondary wiring as per NEC 600.31 4)Sign is to be UL listed per NEC 600.3 5)UL disconnect switch per NEC 600.6-required per sign component before leaving manufacturer Monument Sian 'For multiple signs,a disconnect is permitted but not required for each section. Scale 3/8"=V-0" ,OIL EXp Client: Panda E)ress o2mrzolt original Rendering CL 1, PE-D2880 �u�s""a.m°.amw'w��FA=w s� Site#: .w rro wev wm .me n"tiN Address: 2450 N.Richmond Road —d-g.it•+"� a�anailuMcHenry,IL 80050e.eaorsan g,�`R gl'Ne5` ^rbcamd aawamwy. e MENJEffMenu Board 7'-3ve Door To be provided by another vendor and •_ "Housing9 e" installed by Anchor Sign 6'-10„w V.O. g- 33.18 WHITE REFLECTIVE VINYL .PMS 200C RED �- Tsmi xl9vhs' 43u'-X 3ga+(' -. '4Yv'%30wr STANDARD PANDA COLOR SPECS vrwl OPwhey: Tn/sa.Sus TrarolN Sir* 3'-113ms 3'-10m" Z, 3'-Snsns" Door Housing 41„„rx29"' -" 41,,,,rx29w,c V.O. �1l .w- Visual Openhg VMUSI 7ramke SW`. OP.rs"l thnr x 7Buii? visual Openinc ahckPwrr WrPer/ � I RM P"wee mM PeAI 1'-6,w" 1•_3^ (T.wen Pus zoos "Attach Z bracket to Steel tube with(2)1/4-20 x 1/2" screws 4'-11,w T ® N; Hat Section 1�jII Mounting Steel :�J ' W7CH PLATE ®O�J MATCH PLATE 4"x4"mounting steel tube TO MATCH 'Attach shroud front with 3/8"scre PLANVIEW "Z"Bracket ELECTRICAL CONDUIT 5"Steel SM.l Pip. 5Q.TUBE x"Dwe1 8 I WDIA BOLTS f—MATCH PLATE 'Attach with(8)5/8 x 2" ORAOE mounting bolts and washers +� S0.TUBE IJ UBE rr�eShroud Front Pull the shroud front to the Z bracket then attach with(8)#10-16 x 3/4"screws Sign Draws 3.4 Amps-120V-60H2 This sign Is to be Installed In accordance with the requirements of Article 600 of the National ElecWcal Cade. Ballast;(2)Fullham Wh7-120-L 1)Grounded and banded per NEC 600.7/NEC 250 Electronic Ballast 2)Existing branch ci=d in compliance wile NEC 600.5,not to exceed 20 amps Lamps:(8)Philips#388108 3)UL listed secondary wiring as per NEC 600.31 F48t8/TL84/H0 Fluorescent4)Sign Is to be UL listed per NEC 600.3 )a UL disconnect v h per NEC 600.6-required ed psign component before Menu Board leaving manufacturer Scale:1/2"=1' For multiple signs,a disconnect is pemsaed but not required for each section. �pP EXp9 Client: Panda Express 0112&2011 Original Rendering CL Trim "Prey ProPeN cl Are«sp, C �f Site#: PE-D2860 eKnrr« eeyvrw ur aA"rnesprL hr P*n wvrn rsyeaee true fi 0 Address- 2450 N.Richmond Rand . rerser�ry.r,++"urows.nm«�dar ' l • ns."q"Duns a aware,•ePoOuma« c�R m+�uheewnwerc«eendirwv&� tt�Q hkHenry.IL 80050 Vic.Pbaee caead your aanW merge' • e ��(TIhRtS� van wass«r rcwra"o ns.,rs"aA GENERAL NOTES I. ITSHALL BET HE RESPONSIBILITY8REPESErIlFTHEGENERALGOF Al TO FULLY LL EXAMINEETWEEN THEO`N, AMTING ABLE CONITIONILITSMIDHES NOTIFY THE NO CUIM REPR ADDITIONAL IN WRITING IO ATY AND ALL DISCREPANCIES SHALL VALID UN THE S RI EXISTING NOTIFICATION IS AND THESE ORAIM1IlNGS. NOCWMS FOR ADDITIONAL COMPENSATION SHALL BE MADE OR SHALL BE VALID UNLESS WRITTEtIICTIFCATgNIS RECEIVED BY THE (Al REPRESENTATNE AND ME ADDITIONAL COMPENSATION IS APPROVED IN ADVANCE OF PROCEEDING WITH THE MURK. ..•� ' ^ 21NADOITION TO THE GENERALMOTES LISTED HEREIN, A.]A DOCULIEPITA201 GENERALCONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL APPLY. E /VA� D V ' � / l 3. ALL WORK SHALL BE PERFORMED AS TO COMPLY WITH ALL GOVERNING STATUTES, CRDCNAICES. REGULATCNS, CODES AND IIISURANCE O � I O O RATINGBOARDS. NO WORK SHALL COLII,IEICE UNTIL ALL GOVERNMENTAL AND JURISDICTIONAL PERMITS AND APPROVALS ARE OBTAINED. � i _ � 1 � 4. ALL WORK SHALL BE PERFORMED III A FIRST CLASS MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION �Fr Se ` THEREOF. m p C H I N E 5. UNDER IC CIRCUMSTANCES SHALL THE CONTRACTOR INSTALL OR PERMIT TO BE INSTALLED, ANY MATERIALS CVITAPING ASBESTOS. 6 THE TERM 'OWNER' OR TERA IP SHALL REFER TO PANDA EXPRESS AND ITS AGENTS OR REPRESENTATIVES. THE TERM 'GENERAL ® PANDA RESTAURANT GROUP INC. CONTRACTOR' AID 'GC.' SHALL REFER TO THE PERSON AND PERSONS WHO HAVE CONTRACTED OR SUBCONTRACTED FOR THE WORK. QQ 1683 Walnut Grove Ave, 7. THE ABBREVIATION DEFT I.C.' INDICATES WORK AND OR MATERIAL IS NOT II THE CONTRACT OF THE GENERAL CONTRACTOR, HOWEVER THIS (7j Q Rosemead, CalKomia DOES NOT RELIEVE THE G.C. OF THE RESPONSIBILITY OF COORDINATIOL Q O 91770 B. PROVIDE 2X WOOD BLOCKING IN CONCEALED SPACES OF STUD WALLS, PARTITIONS AND FURRED SPACES AS FOLLOA5: �� Telephone: 626.799.9898 A VERTICALLY AT THE CUTTING LEVEL /" 88 B. HORIZONTALLY AT INTERVALS OF TO FT, MAXIMUM, FacsTr dill � . 7 . 2 F ALL CONCEALED Ili BLOCKING RI WALLS AND CEILING SHALL BE FLAME RETARDANT TREATED. p � H I NEs � AM Idaas, 6a=:3aa. aRan9arR61 and ,ilniiIII 9. THE LOCATIONS OF EXISTPIG UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AIM HAVE HOT BEEN 111OMDUALLY VERIFIED BY THE repesen:edby MNsdraMnOam Map**1yof Panda OANER OR HIS REPRESENTATIVE. ME CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTNNG UTILITIES BEFORE Evpress be and were F4eared for use on Cn soll prf,xi COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAl!AGES WHICH MIGHT OCCUR BY THE CONITRACTORS None of these Ideas, de5lgns, anangeants OF plans mayti FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES, used 67 a disdosad b an/ person, Mn, orMlporaixl wiiautthe %l pemdsdon of Panda Elpres5 Inc, 10. ALL WALL A GELLING CONSSCALE DITA% SHALL BE SUPPORTED TION BY STRUCNREB HOT BV ROOF DECK IF APPLICABLE. p ® p EXPRESS 11. DETAILED DRAWINGSANDLARGE SCALE DRAVAl TAKE PRECEDENCE OVER SMALL SCALE ,/{//�\\]` I\\VII ,/(//�\\]` ORAW9NNGS. DO NOT SCALE DRA55RIG5 FOR CONSTRUCTION PURPOSES. REVISIONS: 72, FOR CONSTRUCTION DETAILS I70T SH055RN, USE THE MANUFACTURER STANDARD DETAILS OR APPROVED SHOP DRAl57`NGS I DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7-27_I1 CITY COMMENTS I VERIFY WITH THE MANUFACTURERISUPPLIER THE SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT THAT IS TO BE un n IFURNISHED PDRIVBVTHE SAltoE R DR MMICE CLEAR TALLT ES. EACIOR 000dMEtCIACTOR &G ANY ALLRE OVERUBBISHATTHECOTIM PERTAINING TO ESAME. NEQ I 11I V 101 VD D1 8c BLAKE f� D1 14. KEEP ORNEI"NAYS AND EIITRACES CLEAR AT ALL TIMES. EACH SUBCONTRACTOR SHRL REM04E RUB85H ATTME CO!!PLETKRI OF HIS — — WORK, PROMPTLY REPAIR ANY DAMAGE DONE TO ADJACENT PROPERTY AT NO COST TO O'ARIER AMUR ADJACENT OANER THE CONTRACTOR SHALL EE RESPONSIBLE FOR AND SHALL REI,IEDY OR REPLACE ANY FAULTY, RilPROPER OR 14FERIOR MATERIALS OR W ORKMWNSHIP WHICH SHALL APPEAR WITHIN SPECIFIC COMPONENT AFTER THE OCIAPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. MCHENRY , ICONTRACTOR TOFIELD VERIFY EkISNq COJO710'ISAJDDIL"ENSIO!NS. 1T. G.C. TO ENSURE THAT A COMPLETE SET OF CONSTRUCTION DOCUMENTS IS GTVEN TO ALL ISSUE DATE: SUI CONTRACTORS PRIOR TO BID SUBMISSION. APN : 0911111111112t3iiiiiiiii452iiiiiiii� 002 _ -0511 BLDG PERMIT SET VICINITY MAP LEGAL DESCRIPTION REVISION ISSUE LOG SHEET INDEX DATE: 05-09-11 .. PARCEL 1: LOT 1 N Full TCAI CENTRE SUBDIVISION, BEING A SUBDIVISION IN THAT PART OF THE SOUTHEASTY, OF SECTION 23 TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE REV ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY UL S}IF- NO. DESCRIPTION THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDEO LARCH T, NOT •)'A ' AS DDCLENT RJIABER NO IN MCHENRY COUNTY, nurNOIS. 1 7-27- I1 CITY CV,CO,Ct ,C1 .t,C2,C3,C3.1,C4,C5,C6 k survey ENGINEERING COMMENTS CTK CV COVER SHEET PANDA PROJECT #: S8.11-D2680 PARCEL 2: EASEVEM FOR THE BENEFIT OF PARCEL 1 FOR INGRESS MID EGRESS AS CIVIL DRAWINGS TIO CREATEDBYOPERANANDEASEMENTAGREEVEMRECORDEDMMG 7, 2001AS ARCH PROJECT #: 2011,0081 DOCUME4TING. 2001RIN87r,ADEBETSLSENKDHLS DEPARTMENT STORES, INC. ANO CO CML DATA SHEET RUBLOFF MlJHENRY EAST, L.L.C., AND OVER AND UPON THE PERPETUAL ACCESS EASUIE W AS DEPICTED ON THE PUT OF THE SUBOMSIOtN OF RUBLOFF TOV2N'c CENTRE SUBDIVISION COT OVERALL SITE PLAN RECORDED MARCH 7, 2001 AS DOCUMENT IJ0. 2001R13R73, Cl SITE DIMENSION PUN INTERPLAN THE ABOVE DESCRIPTION DESCRIBES THAT BAME PROPERLY AS IN CHICAGO TITLE ARCHITECT: NSURM'CE COVII COLOATMEMNIO, 1401880009911 D2 DATED FEBRUARY 10, 2011. CIA SITE DEMOLITION PLAN ARCHITECTURE C2 SITE UTILITY PLAN ENGINEERING SURVEYOR S DESCRIPTION OF SITE AREA INTERIOR DESIGN C3 GRADING & DRAINAGE PLAN PROJECT MANAGEMENT A TRACT OF LAND BEING PART OF LOT I OF RUBLOFF TO`.SNE CENTRE SUBOMSION, A C},j STORMNATER POLLUTION PREVENTION PLAN SWPPP SUBOMSION IN PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 451NORRL ( ) RANGE B EAST OF THE THIRD PRINCIPAL LIERIDLI MID RECORDED AS DOCUL"ENNT NO. AA 004320 20011113473, VdIEN'RY CCUMY, IWNOIS, AND BEING MORE PARTICULARLY DESCRIBED AS C4 DETAIL SHEET CA 8660 FOLLO,'!S: i 1 bOd COURLANO STREET, SUITE 1000LIVE4 'y^ z LITEF SAID IIC DAT L NORTH 05 EST GCORNER OF SAID 10 SECONDS CAST, ME AISTANESTERLY C6 EROSION CONTROL DETAIL SHEET ORLANDO, FLORIDA 32804 120. OF BAIT LOT L NORTH OS DEGREES OS MINUTES NI BNLING 5 EAST, A DISTANCE OF PH 407,629.9124 j LINE, NORFEETTH TO DE POINT 05 BEGINr.I 10 THENCECASTIN DISAI OF RD 12100 FEET; _ FX 40].629.9124 LINE, NORTH 05 DEGREES OS IAINNMES IO BECONDS EAST, AdSTM'CE OF 12200 FEET; Li LANDSCAPE DETAILS _11,1,111, THENCE LEAVVNG SAID UNE,D WESTERLY SOUTH 89 DEGREES 55 LNNES UT 56 SECONDS EAST, A DISTANCE OF 212.74 FEET; THENCE SOUTH DO DEGREES 12 MINUTES 355ECWNDS EAST, A L_P. ) IRRIGATION! PLAN THENCE[DISTANCE OF 168.62 FEET; NORTH 89 DEGREES 59 MINUTES 25 SECONDS WEST, A DISTANCE OF HPIA2 FEET; THENCE NORTH 05 DEGREES 05 MINUTES 10 SECOroS EAST, A STAMP: DISTANCE OF 44.01 FEET; THENCE NORTH 65 DEGREES 23 MINUTES SO SECONDS WEEST, A L-P,2 IRRIGATION DETAILS DISTANCE OF 431 FEET TO THE POINT OF BEGIINNANG. CONTAINING 15 230 SQUARE FEET, OR081 ACRESNAOREORLESS. SET SITE ELECTRICAL PLAN HITS, THE ABOVE DESCRIPTION IS INTENDED TO DESCRIBE PART OF THAT SAME PROPERTY AS IN - SURVEY CNBCAGO TITLE INSURANCE COMPANY COdMIDA ENT NO. 14DI BB000591 I D2, DATED FEB RUARY 10, 20I I, LOCATION MAP OWNER & CONSULTANTS UTILITY CONTACTS . • -. , ,;.,9 OWNER MECHANICAL ENGINEER WATER/ CITY OF MCHENRY CONSTRUCTION RID NEIGHBORHOOD SERVICECS 8 _# ;+..N III `L r;s CHARLIE SARDINIA INNTERPUN Li > SEVER 333 SOUTH GREEN STREET PANDA RESTAURANT 604 COURTIAND ST. SUITE IN MCHENRY, IL 60350 PANDA EXPRESS 1683 WALNUT GROVE AVE. ORWlDO, EL 32804 PH: (BIS) 363-2170 e ROSEMEAD, CA 91770 PH: (407) 6451 > CONTACT: GUY SCALE PH, (813) 842 2674 CONTACT: FRANK TRAHAI MCHENRY , IL § STORM CITY OF MCHENRY CONSTRUCTION AND NEIGHBORHOOD SEINICECS ARCHITECT PLUMBING ENGINEER 333 SOUTH GREEN STREET a 'N 1NTERPLAN LLC M<HQIRf, IL 6C050 RICHMOND RD, & ITT 53 ® INTERPIAN LLC 604 COURTWND ST, SUITE lea PH: (815) 363-2170 MCHENRY, IL T L 604 COURTWM ST, SUITE IC43 ORLANDO, FL 32804 CONTACT: RYAN SCIRVALENBERG ORLANDO, ALL 32804 PH: (407) 645-5C08 f 1( PH: (407) 645-5008 CONTACT: FRANK TRAHAN ELECTRIC COMMONWEALTH R CONTACT: RAFAEL CARGONE EDISON (CODED) 3 LINCOLN CENTER OAKBROOK TERRACE, IL 60181 CIVIL ENGINEER LANDSCAPE INTERPLAN LLC EVERGREEN DESIGN GROUP PH: 30) 309-8531 604 COURTWM ST, SUITE lea 2503 CITY WEST, STE, 300 CONTACT: DAVID UANSIEWICZ F 04-29-11 ORLANDO, FL 32804 HOUSTON, TA 77042 TELEPHONE AT&T m PH: (407) 645-5008 PH: (800) W-6630 255 E. CHICAGO STREET g CONTACT: KENNETH McCOIG CONTACT: RODNEY UcNABB EGGIN, IL U120 PH: (847) BM-6846 OR (847) 394-7297 ELECTRICAL ENGINEER �.///'�' `V, V*, CONTACT: BERT IVERSON OR DAVE ST. GERUAIN ( IFlTERPLAN LLC GAS NICOR GAS 604 COURTW40 ST, SUITE IN 300 WEST TERRA COTTA AVE. COVER SHEET ORLANDO, A. 32804 CRYSTAL LAKE, IL 60014 PH: (407) 645—SU8 PH: (815) 261 -9431 N.T.S. CO TACT: FRANK TRAWL CONTACT: SUZANNE EHARDT PROTOTYPE# S8.2448,11R1 01.11-11 DEMOLITION NOTES DISINFECTING & TESTING NOTES SHOPPING CENTER PARKING UTILITY NOTES GENERAL NOTES SITE DATA I . PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL ISIHFE 0 PRIOR TO COUVF14CM AY CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY A GENERAL SITE AR fA 35,230 SF 0.81 AC COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING ALL EXISTING UTILITIES, INCLUDING WITHOUT LIMITATION POTABLE WATER, i . ALL INFRASTRUCTURE AND IMPROVEMENTS SHALL CONFORM TO THE STANDARDS C �� THIS AREA CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY A PRIOR TO CHLORINATION, THE MAIN SHALL BE FLUSHED AS EXISTING 500 RECLAIMED WATER, SWRAFY SEWER, AND SERVICE UTILITIES, AT POINTS OF AND SPECIFICATIONS OF THE LOCAL JURISDICTION AND WILL BE SUBJECT TO THEIR IMPERVIOUS € PBIAVEIJ NG/SIDLWALKS 22974 SF SF 70% 78R I1 C COMPANIES ON EXACT LOGIIW Of UIDERGRINO UTILITIES PRIOR TO THOROUGHLY AS POSSIBLE WITH THE WATER PRESSURE AND OUTLETS REMOVED 59 CONNECTION, PoltaTs OF CROSSING, AO/OR POTENTIAL CONFLICT. NOTIFY INSPECTION AND ACCEPTANCE. ADDED 41 OPEN SPACE (GREEN) 7,808 SF 22% EXCAVATION. AVAILABLE. FLUSHING SHALL BE DONE AFTER THE PRESSURE TEST IS ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS, q SITE LOCATION: 2453 N. RICH110N0 RD. MCHENM, ILILLINOIS _ MADE. IT SHALL BE UNDERSTOOD THAT SUCH FLUSHING REMOVES ONLY TOTAL , .L. PROPOSED 492 SPACES ZONING HIGHWAY COMMERCIAL (C-5) co2. THE CONTRACTOR IS TO CIPLETELY REMOVE AND DISPOSE OF ALL THE LIGHTER SOLIDS AND CANNOT BE RELIED UPON TO REMOVE HEAVY A GENERA 3. THIS SITE LIES IN FLOOD ZONE X, F.I.R.U. PANEL 17111CO207J, DATED STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING MATERIAL ALLOWED TO GET TIRO THE MAIN DURING INSTALLATION. FOUNDATIONS, TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; HYDRATS SHALL BE INSTALLED AT THE END OF THE MAIN AID SHALL BE I . THE LOCATIONS OF EXISTUG UTILITIES, SUCH AS WATER MAINS, SEWERS, GAS NOVENBER T I , 2C^6. BUILDING HEIGHT MAX. ALOOWED 26 FT 23'-6' Fi PROPOSE D 0 ` Cn STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN EXISTING CENTER BLDG. = 86,835 SF . J v FLOWED AT 1150 GPM FOR AT LEAST 5 MINUTES PER 500 LINEAR FEEL OR PANDA BLDG. = 2,482 SF LINES, ETC., SHOWN ON THE PLANS ARE BASED 014 THE BEST AVAILABLE 4. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY BY COMMERCIAL WE DILIGENCE LONGER 04TIL THE WATER RUNS CLEAR c OR REASONABLY IMPLIED IN THE DRAWINGS. AJD ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. THE SERVICES. 1700 S. BROADWAY BLDG. E. WORE, OKLAHOMA 73160. (405) 378-5BOD. (I STORY) O TOTAL BLDG. 89,317 SF ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY AJD COUPLETENESS. FAR = 0.08 O O 3. EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED, A B. THE PREFERRED PORJT OF APPLICATION OF THE CHLORINATING AGENT IT IS THE CONTRACTOR'S RESPONSIBILITY To CONTACT ALL UTILITY COMPANIES 48 G C)5. BENCHMARK - REFER TO TOPOGRAPHIC SURVEY BY COMMERCIAL DUE DILIGENCE BUILDING SETBACKS REWIRED PROVIOEO MItJiMUM DEPTH OF REMOVAL SHALL BE (2) FOOT BELOW SLDGRADE IN SHALL BE AT THE BEGINNING OF THE PIPE LINE EXTENSION OF ANY HOURS PRIOR TO COMMENCEMENT Of CONSTRUCTION AND TO HAVE THEIR SERVICES. 9�j � ROADWAY AREAS AND TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING VALVED SECTION OF IT AND THROUGH A CORPORATION STOP IN THE TOP FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. FRONT (SOUTH) 30 FT 43.66 FT F' 0 BUILDINGS ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AD of THE NEWLY LAID PIPE. PARKING REWIRED 6. LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR, AND IS SIDE E/ST) 10 FT 70,56 FT T CHINES UNDERGROUND UTILITIES ARE TO BE REMOVED (UNLESS OTHERWISE NOTED 15 SP X 1 ,003 SF (GFA) / 2,448 SF 37 SP REQUIRED 2. WE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER, INCLUDED FOR PERMITTING AD APPROVAL PURPOSES, AND AS A COURTESY FOR THE SIDE WEST 10 FT 81.81 FT ON PUNS). THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL C. AFTER ALL MAINS HAVE BEEN SATISFACTORILY TESTED, THE CONTRACTOR DRAINAGE, WATER AIM SANITARY SEWER MAINS, SERVICES, LATERALS, CONNECTIONS, CONTRACTOR, ITERPLAN LLC. ASSUMES NO LIABILITY FOR ITS ACCURACY OR REAR NORTH) 15 FT 88.82 FT OF ALL WASTE MATERIAL. SHALL DISINFECT THE MAIN IN ACCORDANCE WITH AWWA STANDARD C-651. AND APPURTENANCES DEPICTED HEREIN - UNLESS OTHERWISE LOCATED BY COMPLETENESS. JMQS A CHLORINE CONCENTRATION DURING DISINFECTION SHALL BE MAINTAINED DIMENSIONS - REFLECT SCHEMATIC LOCATIONS ONLY. THE CONTRACTOR SHALL BE PANDA RESTAURANT GROUP INC. 4. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR AT MINIMUM FIFTY 50 MG AVAILABLE CHLORINE. THE CHLORINATED RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL CONSTRUCTION AD FRONT (SOUTH) 30 FT 0 FI ( ) /L 7. SITE GEOTECHNICAL INVESTIGATION PERFORMED BY TERRACON CONSULTANTS INC.. 1683 WaIDUT Grove Ave, ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF-SITE), WATER SHALL BE RETAINED IN THE MAIN FOR A PERIOD OF AT LEAST INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING ANY REQUISITE INTERPLAJ U.C. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY SIDE EAST) 10 FT 0 FT RESTORATION OF ANY DAMAGE THAT MIGHT RESULT FROM OEMOLITION IS TWENTY-FOUR (24) HOURS. AT THE END OF THE TWENTY FOUR (24) HOUR COORDINATION WITH THE RESPECTIVE GOVERNING AGENCY/UTILITY PROVIDER. AND COMPLETENESS OF THEIR WORK. THE CONTRACTOR SHALL OBTAIN A COPY OF SIDE WEST) 10 FT 13.28 FT Rosemead, California REAR (NORTH) IS FT 3.28 ET UN BE RESTORED TO A CONDITION EQUAL TO OR BETTER STIR! EXISTING PERIOD, THE TREATED WATER SHALL HE CONTAIN NO LESS THAN TWENTY FIVE THE GEOTECHNICAL ENGINEER'S REPORT FOR THIS SITE AND COMPLY WITH 91770 UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, THE COST FOR SUCH (25) MC/L CHLORINE THROUGHOUT THE VAIN. 3. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM BJ THE STANDARDS MID PARKING REWIRED RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND IJO SPECIFICATIONS DU THE C[tt OF McHOJRY, AND WILL BE SUBJECT TO THEIR RECOMMENDATIONS CONTAINED A REQUEST IF ADDITIONAL SERVICES ARE REQUIRED, TeiepMne: 62 . 72.8898 EXTRA COMPENSATION WILL BE ALLOWED. D. AFTER THE DISINFECTION PERIOD, THE WATER SHALL BE FLUSHED FROM INSPECTION AND ACCEPTANCE. THE CONTACTOR SHALL MAKE A REOUEST TO THE OWNER. 15 SP % 1,000 SF (GFA) / 2,448 SF 37 FaWm&: 626.372.8288 THE MAIN UNTIL THE CHLORINE CONCENTRATiW IN THE WATER LEAVING B. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICES SILT PARKING PROVIDED 5. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE 4, CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION TO ( NEW 27 TREES SHOWN ON THE PUNS HAVE BEEN DETERMINED FROM AVAILABLE SYSTEM OR LESS 1}AN ONE 1 MG L AFTER FLUSHING, THE CONTRACTOR DETECT APPARENT DEFECTS. MARK DEFECTIVE MATERIALS WITH WHITE PAINT AND FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AD AROUND EACH STORM HANDICAP 2 O / INLET PRIOR TO CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION CONTROL INFORMATION AND [S GIVEN FOR THE COR/AJIENCE OF THE CONTRACTOR. SHALL TARE A MINIMUM OF TWO 2 SAMPLES TO BE BACTERIOLOGICALLY PROMPTLY REMOVE FROM SITE. EXISTING 23 Apresemde=Jgns, anangemare aml plans roper of Pa w THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. O DEVICES WRING E CRITERIA. , ALL IN CONFORMANCE WITH CURRENT LOCAL, TOOL 52 PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE • TESTED L SHOW THE ABSENCE OF CO TERMI ORGANISMS. THE NUMBER • ■ CWNftt A!0 STATE CRITERIA rressI :and ere dreM d areea Pro ss spe Panda OF SAMPLES MAY BE INCREASED AS DETERMINED BY THE CITY 5. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO OFF Erpressl� aM were veaJed fa use on 8is sp¢dt. p 'mecL SITE AND DETERMINE THE EXISTACE & LOCATION OF ALL STRUCTURES, REPRESENTATIVE. A SECOND SERIES Of SAMPLES SHALL BE COLLECTED NO • SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT INDICATED WITH g THE SITE SHALL BE CLEARED AS MAY BE NOTED ON THE PUNS, Of ALL None of iheSe Teas, des!9ns, anangernectaaptansmaAbe UTILITIES & TREES SHOWN OR TOT ON THE PLANS, WHICH WOULD NEED LESS THAN TWENTY FOUR (24) HOURS METER THE FIRST SET ON SAMPLES UNBROKEN CONTINUITY OF INVERTS. PLACE BELL ENDS OR GROOVE ENDS OF OBSTRUCTIONS AIM DELETERIOUS MATERIAL SUCH AS FENCES, WAILS, FOUNDATIONS, LEGENDS usad bA v disclosed to any person, km, or caryvalm TO BE REMOVED OR PRESERVED. HAS BEEN COLLECTED. THE INDIVIDUAL SETS OF SAMPLES WILL BE PIPING FACING UPSTREAM, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, AND ACCUMULATION OF RUBBISH PROPOSED wrkvt the when pernrlsdonofPwdaEypMsslr . 6. THE CONTRACTOR IS TO COORDINATE THE RELOCA71UJ OR REMOVAL BACTERIOLOGICALLY TESTED BY AM INDEPENDENT LABORATORY APPROVED BY 6. CLEAR INTERIOR OF PIPE OF DIRT AD OTHER SUPERRUOUS MATERIAL AS Of WHATEVER NATURE. OFF-SITE DISPOSAL, INCLUDING ANY HAZARDOUS MATERIAL THE STATE ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND PROPOSED CONTOUR -73.50- OF ALL OVERHEAD/UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS AND WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AD PULL PAST EACH FEDERAL RULES AID REGULATIONS. LINES IN THE RIGHT-Of-WAY AND ON THE PROPERTY WITH THE IF EITHER OR BOTH SETS OF SAMPLES DO 167 PASS THE JOINT AS IT IS COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED CONOUIT APPROPRIATE SERVICE PROVIDER. BACTERIOLOGICAL EXAMINATION, THE CONTRACTOR SHALL RE-DISINFECT THE WHENEVER WORK STOPS. 10. THE CONTRACTOR SHILL IMMEDIATELY NOTIFY IMTERPLAI I.I.C. OF ANY MEET EXISTING GRADE MEG REVISIONS: MAIN IN ACCORDANCE WITH THE PROCEDURES UNTIL SUCH HUE THAT DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START OF 7. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS SATISFACTORY SAMPLES ARE COLLECTED. 7. NOi USED CONSTRUCTION. EDGE Of PAVEMENT EDP 1 7-27-I1 CITY COMMENTS AND LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE 8. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS, SiDEW'ALK SW DIRECTION OF A (ILLINOIS) REGISTERED LAND SURVEYOR). E. PIPING, VALVES, PRESSURE CONNECTION VALVES, TAPPING SLEEVES AND 11 THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN FITTINGS THAT MUST BE PLACED IN SERVICE IMMEDIATELY AND CANNOT BE VAULTS, AND OTHER STRUCTURES, THE CONTRACTOR SHALL. MODIFY THE STRUCTURES, piOIGES WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN DISINFECTED BY THE ABOVE SPECIFIED METHODS SHALL BE FLUSHED ANO FRAMES, AID GRATES TO MEET THE PROPOSED GRADES UNLESS OTHERWISE CONSENT AND/OR APPROVAL FROM THE OWNER AND THE ENGINEER. GRADE BREAK GB SWABBED WITH A FIVE (5) PERCENT SOLUTION OF CALCIUM HYPOCHLORITE Qt ECT HIGH POINT HP -- PRIOR TO ASSEMBLY. 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH EXISTING RIGHT 9. WE CONDUCTOR, LOCATOR. SECURE AN INSULATED TO. 10 AWNS SIDLE ATERID, U' WAY WITH THE ILLINOIS DOT.TESTING SINGLE MID FITTINGS. CONDUCTOR, LOCATOR WIRE TO THE TOP OF THE P I PLASTIC WATER MAINS SPOT ELEVATION 12.55 MID FITTINGS. THE HAVE TO WERE SHALL BE BROUGHT UP INSIDE THE VALVE TO 13. SCS SOILS: MARTINSVILLE SILT LOAD 0 - 2 PERCENT SLOPES NO PERSON SHALL HAVE TO ENTER THE VALVE VAULT TO ATTACH THE PIPE LOCATOR. ( ) ALL WATER MAINS MID SERVICE LINES NIP TO THE B-BOXES SHALL BE DIRECTION) OF FLOW AND L0R TESTED AS DESCRIBED IN THIS SECTION WHICH IS SUPERCEDED BY AY THE LOCATOR WIRE SHALL CONTINUE THROUGH THE VALVE VAULTS AND IT SHALL F 14 STORUNATER MANAGEMENT IS PROVIDED BY MASTER STORUWATER SYSTEM. PERCENT SLOPE LLPA PERMIT CONDITIONS. THE PUBLIC WORKS DEPARTMENT SHALL BE BROUGHT H ALONG SIDE THE AWIRE Y VALVE BOX TO FINISH GRADE AT EACH RE THE FIRE HYDRANTS. LOCATOR WIRE CONNlECTIONS Ul1ST BE CONNECTED BY WIRE ISSUE DATE: NOTIFIED OF THE TO TIME OF THE TEST T MINIMUM OF PERFORMED (24) CONNECTORS APPROVED BY THE CITY ENGINEER OR DIRECTOR Of PUBLIC WORKS. 15, THE CONTRACTOR SHALL RESTORE OFF-SITE AREAS TO A CONDITION EWIL TO STORM SEWER & INLET �STW�SF� HOURS PRIOR TO THE TEST. ALL TESTS SHALL BE PERFORMED IN THE OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF OU5.11 BLDG PERMIT SET PRESENCE OF THE CITY REPRESENTATIVE. 10. W E APPL , UTILITY TRENCHES CROSSING PA EM AREAS SHALL BE CONSTRUCTION. DOWN SPOUT DRAINS DSD A ALL PIPES SHALL BE SUBJECTED To A HYDROSTATIC PRESSURE OF TOT BACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH 16. ILL DISTURBED AREAS SHALL DE SODDED. SANITARY SEWER & MANHOLE SS AAS.H.T.O.-T-99. �- LESS THAN ONE HUNDRED FIFTY (150) POUNDS PER SQUARE INCH. DURATION OF EACH PRESSURE TEST SHALL BE FOR A PERIOD OF HOT LESS IT . CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER 17. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE CONSTRUCTION, CLEA OUT -ct C.O. THAN ONE (1) HOUR. 1F AT ANY TIME DURING THE TEST, THE PRESSURE PAVEMENT. COORDINATE WITH GENERA CITRACTOR. THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE CONTRACTOR SHALL PRUDE I DROPS/DECREASES THE TEST IS CONSIDERED FAILED. BEFORE APPLYING DOCUMENTS AND INFORMATION, IN A TIMELY MANNER, TO ENGINEER, INCLUDING, WATER SERVICE -W- THE SPECIFIED TEST PRESSURE, ALL AIR SHALL BE EXPELLED FROM THE 12. ALL TRENCHES EXCAVATED FOR THE PURPOSES OF UTILITY/STORM WITHOUT LIMITATION: PIPE. ALL LEAKS SHALL BE REPAIRED UNTIL TITGHT. AM CRACKED OR INSTALLATION SHALL BE KEPT DRY FOR THE DURATION OF UTILITY/STORM e. SURVEYED 'AS-BUILTS' PER AS-BUILT SURVEY SCOPE iN SPEC MANUAL FIRE HYDRA) -W-DC•Q . ®, DEFECTIVE PIPES, FITTINGS, VALVES, OR HYDRANTS DISCOVERED IN CONSTRUCTION. DEWATFRING OF UTIUTY STORM TRENCHES MAY BE REQUIRED TO b. COMPACTION AND DENSITY TEST REPORTS, AND / WATER METER --k}-- ■ ANDCONSECLENCE EST OF THIS PRESSURE TEST SHALL E REMOVED OANDBTAINED. REPLACED • PREVENT FLOTATION of NINNY/STORM PIPES DURING INSTALLATION. a PRESSURE TESTING AND BACTERIOLOGICAL TEEING RESULTS, SI REQUIRED, ■ AND 111E TEST REPUTED UNTIL SATISFACTORY RESULTS ARE OBTAINED. PRESSURE WATER DISTRIBUTION PhD/OR WASTEWATER COILECTIW/TANNSIISSION SYSTEMS, BACKFLON PREVENTION DEVICE EROSION CONTROL NOTES B. A METERED LEAKAGE TEST SHALL BE COT4MIED AFTER THE PRESSURE 13. THE CONTRACTOR SFW1 NOTIFY THE ENGINEER WHEN CONSTRUCTION IS ^^THE CONTRACTOR SHALL HAVE 7W0 (2 DATE: 05,09,11 TEST HAS BEEN SATISFACTORILY COMPLETED. DURATION OF EACH LEAKAGE COMPLETE FOR WATER, WASIEWATER AND STORMWATER SYSTEMS SO TIMELY ) SETS OF AS-MILT PUNS, SIGTJED AND GATE VALVE CERTIFICATIONS TEST MAY LT INITIATED,AN . SATISFACTORY SU RI TCB TEST RESULTS. SEALED BY HLIST I ON RECORD, E SITE THE DAY NT OF THE S TO ENGINEERING All EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL TEST SHALL BE AT LUST 24 HOURS. DURING THE TEST, WATER LINESFINAL PLNKN UST INSPECTION. THE GENERAL CONTRACTOR [S TO GIVE THE TWO CWPLETTON OF CONSTRUCTION. SHALL BE SUBJECTED TO THE NORMAL WATER PRESSURE Of THE CITY PRESSURE TEST RESULTS. AND TI A BUILT SURVEY SHALL BE SUBMITTED TO REDUCER -p- WATER SYSTEM. MAXIMUM ALLOWABLE LEAKAGE SHALL BE FOUR GALLONS ENGINEER PRIOR TO FINAL CERTIFICATION INS BUILT PLANS TO THE REPRESENTATIVE FROM INTERSET COMPLETING TAS INSPECTION. If ANY DEFICIENCIES ARE REVISIONS ONE SET OF RED-LINED AS-BUILT UNDERGROUND TELEPHONE -MCAT- PANDA PROJECT #: S8.11•D2680 1 , ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH PER INCH OF PIPE DIAMETER PER 1 ,020 FEET OF PIPE PER 24 HOURS AS PUNS WILL BE GIVEN TO llff GC FOR TENSIONS TO BE MADE. REVISED 1O SUITABLE COUPLINGS COMPLYING WITH /ETU SPECIFICATIONS ARE REQUIRED RECORDED BY A METER APPROVED BY THE PUBLIC WORKS DEPARTMENT. AS-GUILTS WILL NEED TO BE FORWARDED TO INTERPVN BEFORE ANY UNDERGROUND ELECTRIC -11GE- LOCAL CITY/COUNTY AND WADER PROVED EM DISTRICT WAIVERS AND/ONJS, FOR JOINING DISSIMILAR MATERIALS. CERTIFICATIONS CAN BE INITIATED. ARCH PROJECT #: 2011.0081 SUBJECT TO AUTHORIZED AND APPROVED VARIANCES, WATERS AD/OR SHOULD ANY TEST OF PIPE DISCLOSE LEAKAGE GREATER THAN THE SITE LIGHTING �-O --■ CONDITIONAL CHANGES. 15. DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE. TESTING MAXIMUM ALLOWABLE AMOUNT, THE DEFECTIVE JOINT L JOLTS SKILL BE 18. All TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION SHALL MEET THE RIGID BALL OR i) NO PIPE SHALL EXCEED A DETECTION Of IAA 2) USING A LOCATED AND REPAIRED AND THE 24-HOUR METERED LEAKAGE TEST REQUIREMENTS OF THE LOCAL JURISDICTION AID/OR (ILLINOIS) DEPARTMENT Of 2. EROSION AD SEDIMENT CONTRA CENSURES SHALL BE PACED RIGID BALL OR MANDREL FOR THE DIAMETER OR TEST WITH A DIAMETER TOT LESS TRANSFORMER T� PRIOR TO OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT REPUTED UNTIL THE LEAKAGE IS WITHIN THE SPECIFIED ALLOWANCE. TRANSPORTATION. INTERPLANT THEN 95% Of THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER Of THE ARCHITECT: CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE PIPE; 3) PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. 19. PARKING STALLS SHALL CONFORM WITH LOLL CODE. ACCESSIBLE PARKING AR CONDITIONING UNIT ARCHITECTURE AGAINST AY TRANSPORTATION OF SILT OFF THE SITE, SPACES AID ACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT ADA ENGRNFEMNG B. MATERIALS (WATER) REQUIREMENTS. O VVERKY.R DESIGN COND3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A PACING SPACE TOTALS SPECIFICALLY YEQUAL EXEMPTED TO OR BETTER LAN EXISTING T FOR SUCH UNLESS 1 . SERVICE PIPE SHALL BE TYPE 'K' COPPER. PROJECT MANJAGENEM SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH 20. HWJOICM PAVEMENT MARKINGS AND SIGtAGE SHALL CONFORM WITH CURRENT RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO ADA REQUIREMENTS AND LOCAL ORDINANCE DETAIL NUMBER AA 004320 2. DUCTILE IRON FITTINGS WITH MECHANICAL JOINT COMPLYING WITH AWWA Ci10 2 ADDITIONAL COMPENSATION SHALL BE ALLOWED. 2. 8660 OR AWWA C153 AND MUST BE AUERICAN MADE. 21. LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFICSHEET NUMBER C¢ 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER Of ANY CONTROL DEVICES. 604 COMRTWO STMEL s too DISCREPANCIES BETWEEN THESE PUNS AND FIELD CONDITIONS PRIOR 3. USE CEMENT LINING COMPLYING WITH AWWA C104, STANDARD THICKNESS. ZONING g-3 a9WOo, FLOR,OA 3280E 22. ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB PH 4oz645.5005 TO CONSTRUCTION. 4. BOLTS, NUTS AND THREADED RODS: USE CORTEN BOLTS, NUTS AD THREADED CURRENT LAND USE VACANT FX 407.629.9124 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHILL PROVIDE TREE RODS. 23. ALL BUILDING DIMENSIONS AND TIES ARE TO OUTSIDE FACE. SEE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL ARCHITECTURAL PLANS. 5. PROVIDE RESTRAINED JOINT TYPE FITTINGS THAT ARE COMPATIBLE WITH SYSTEM SPECIFICATIONS. LITIUZED, AS SPECIFIED BY THE PIPE MANUFACTURER. Kon"'H IA U_•GGOG P.E. 24. ALL CURB RETURN BAD" ARE 5' °NLL55 "DIE°. IRRIGATION LEGEND STAMP: ` REG. JN7W671 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THETEN AREAS 6. PROVIDE PROTECTION OF MOVEMENT OF WATER MAIN PIPING, PLUGS, CAPS, AREAS ID FOR CONSTRUCTION AND SURION ANY POTENTIAL EROSION TEES, VALVES, HYDRANTS AND BADS OF 11 Y4 DEGREES OR GREATER USING 25. - BUILDING [S PARALLEL MID PERPENDICULAR TO FIST PROPERTY LINE. AREAS IMMEDIATELY FOLLOWING COMPLETION OF COIJSTRUCTII. TIHRUST BLOCKS, RETAINER GLANDS MO THREADED ROD. 5 CLASS 160 PVC LATERAL TINE- SIZE AS SHOWN 9 7. CONTRACTOR SHALL KEEP AY AND AL SAND. SILT OR OTTER DEBRISS FROM MOVING SITE. USE AND MAINTAIN SILT FENCE JUST • 7. ALTERNATE-FITTING MATERIALS MAY BE ALLOWED UPON REVIEW AND APPROVAL ■ UNTIL A SMALLER SIZE IS SHOWN. g£$$ INSIDE OF PROPERTY LILINE.NE. Q � 7H � IlY ENGINEER MID DIRECTOR OF PUBLIC WORKS. I 8, CONTRACTOR SHALL BLOCK INTRUSION OF S , SILT OR OTHER C UAIERLAS (SEWER) - - _ - - - 4" PVC SLEEVE AD DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING 8 �7SEWER PIPE (ESCSP) - CONFORMING TO THE �� PIPE CROSSOVER ON OR ADJACENT TO SITE. EQU1R QTSENDF AS.T ux C6 9. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION) SHALL BE WATERED TO PREVENT WIND EROSION. B. DUCTILE IRON MAIN - CONFORMING TO THE REQUIREMENTS OF ANSI A21 .15 THICKNESS CLASS 53. PC. VALVE 2DlJE ND. PANDA EXPRESS 10. FOR ADDITIONALINFORMATION REFER TO I.D.O.T. DETAILS. VALVEGPMVALVE SIZE MCHENRY , IL THICK WALED PVC PIPE - SHALL CONFORM TO THE REQUIREMENTS OF AS.T.M. 11 . UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF Q 241 S (26 A M IMUM. V SYNTHETIC BARRIERS. D. MAIFRWS fSTORMT -�- BACKFLO'W PREVENRER 12, ADDITIONAL POSTS AO RAILS MAY BE NECESSARY TO SECURE AND -QD- IRRIGATION METER RICHMOND RT53 B SUPPORT BARRIERS. A STORM SEWERS SHALL BE REINFORECED CONCRETE PIPE CONFORMING TO F. CASTINGS. MCHENRY, IL AST.M. C-76 STANDARDS FOR ROUND PIPE OR AS.T.M. C-507 FOR ELLIPTICAL 1. INLET AND CATCH BASIN FRAMES AND GRATES IN PAVED AREAS SHILL BE 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY PIPE. CLASS OF PIPE SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR NEENAH R-2504, OR APPROVED EQUAL © CONTROLLER LOCATION 8 ENGINEER OR BY REGULATORY AGENCIES. ROAD AND BRIDGE CONSTRUCTION" ILLItOIS DEPARTMENT OF TRANSPORTATION, 2, INLET AND CATCH BASIN FRAMES AND GRATES IN GRASSED AREAS SHALL BE LATEST EDITION, ALTERNATE STORM SEWER MATERIALS MAY BE ALLOWED UPON NEE *1 R-43D-B, OR APPROVED EQUAL 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT REVIEW AD APPROVAL OF THE CITY ENGINEER. 3. MANHOLE FRAMES AND GRATES SHALL BE NEENAH R-1712 OR APPROVED R� RAIN SENSOR LOCATION ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT PENCE OR EQUAL. EMBOSSED "CITY OF MCHENRY STORM SEWER'. SYNTHETIC BALES, UNTIL THE LIMEROCK BASE IS FINISHED NO PRIMED. B. PIPE JOINTS SHALL BE •o" RING JOINTS CONFORMING TO AS.T.M. C-443. 4. STEPS SHALL BE NEENAH R- 1981-1 OR APPROVED EQUAL �1 ZONE NUMBER R 5. RESTRICTOR SHALL BE CAST IRON SHEAR GTE TYPE WITH HANDLES AND C. MANHOLES, CATCH BASINS AND INLETS SHALL BE PRECAST REINFORCED SHALL. BE NEENAH SERIES R-5D35, OR APPROVED EQUAL CONCRETE CONFORMING TO AS.T.M. C-478. G. BEDDING AND SELECT GRANULAR BACKFILL FOR STORM SEWERS SHALL CONFORM O D. JOINTS BETWEEN MANHOLE, CATCH BASIN, AND INLET SECTIONS SHALL BE TO THE •STADARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FILLED DEWITH PREFORMED BITUMASTIC JOINT FILLER OF SUFFICIENT SIZE TO ILLINOIS DEPARTMENT OF TRANSPORTATION, LATEST EDITION, AID SHALL CONFORM /^� SEAL TO GRADATION CA-6 WASHED STONE. IN NO CASE SHALL TUNNEL ROCK BE GC NOTE: ALLOWED. CIVIL DATA SHEET E ADJUSTING RINGS SHALL BE PRECAST CONCRETE RINGS. A COPY OF THIS SHEET CO SHALL BE PROVIDED TO ALL BIDDERS AND SUB-CONTRACTORS. 0 , 6 PROTOTYPE# S8.2448.11R1 01.11.11 I i H ea,nn Sf. A 503 PAN'aa — 1 11i Phi M V ' s S9 p is � e^O U) PROPOSED ple]ll pi 51 SPAS$ 4 � raw PIA. 452 of �� Q i-- O O if FT CHINES PANDA RESTAURANT GROUP INC. -- - - �"-- ,.... 1683 Walnut Grove Ave. i Rosemead, California 91770 L ' Telephone: 626.799.9898 J Facshn6a: 626.372.8288 } it ;} ACE ideas, asAna ana,gema andTrans Muted on EA I ,t S1 r]Amid SPACES Eryress Im and xe created far use on is; is F+o,"M i I 240 U. enmH r tN NUdrasl am Ca of i � rnents � a a , None of these Was, designs, Hires w dons ms/ he p -te t ; I used6yo. cl5dosed Ioanjp&. , Rmwoofporai c , 1 ". vitW die written porlsaon of Panda E1pms5 Nc J REVISIONS: i ) I 1 i i ` 4 _ ISSUE DATE: - 7 07-05.118LDG PERMIT SET -- � i I DATE: 05-09-11 1 i PANDA PROJECT #: S8-11-D2680 ARCH PROJECT #: 2011.0081 1 ` ARCHITECT: INTERPLANT ARCHITECTURE ENGINEE]i M DESIGN 64IERPROJECT M"GENdENT i AA 004320 r 604 CIkXiPnNO STREET, DIME 100 FLOR { _t O'tIM'W, GiCRDA 32604 PH 40).68 FX 29,912 1 —11■1111,. , 1 1 L 11E LL ,0i P.E RM STAMP; � tta ieas.o4ias]t 7 � i i 1 PANDA EXPRESS i MCHENRY, IL If f RICHMCHENRND Y&IRT53 _ BLAKE RD, a � i cowl REFER TO SHEET CO FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION OVERALL SITE ba ° 601 20 TO SITE—SPECIFIC NOTES AND REQUIREMENTS. PLAN OVERALL SITE PLAN 1 "= 69 NORTH 11 WIN GRAPHIC SCALE PROTOTYPE# SB-2448A IR1 07-11 -N SITE DESIGN NOTES ❑i DIRECTIONAL ARROW C4 (TYP) 1A 30" STOP SIGN (Rt-I) w ❑3 24" WIDE WHITE STOP BAR (TYP.) < n 4� FLARED RAMP C4 C4 e O V' ^, ❑5 HANDICAP SIGN C4 �• •� ❑6 HANDICAP PAVEMENT SYMBOLS 12 C4 O O El WHEEL STOP C4 ❑e DUHPSTER ENCLOSURE C5 C5 6 Q ❑9 HANDICAP END RAMP I is CH I C4 C4 T NEs 10 TYPE B-6. 12 CURB & GUTTER e 11 CONCRETE SIDEWALK e PANDA RESTAURANT GROUPING. C4 1683 Walnut Grove Ave. STORMWATER DETENTION 72 MONOLITHIC CURB AND SIDEWALK 14 Rosemead, California C-5 13 PAVEMENT STRIPING (4" WHITE) 91770 ASPHALT PAVINGe TekP�0e: 626799.9898 C4 FecslmBe. 626.372.8288 , 15 CONCRETE APRON/PAVING e , / 16 BOLLARD( (TYP) C4 17 EXISTING FIRE HYDRANT Al ideas designs arrar9ement and Plans M nRd or epreswoI by this drarAing are Pe propelyof Panda 'DO NOT ENTER" SIGN ORS- 1 ) Express Incancime neared for useon dis spedicpr*x Nays of these Ideas desr ns, arrengamers nyarema16e / 19 used resdosed toaission fPand, Express MONUMENT SIGNAGE (SEPARATE PERMIT REQUIRED). d6yohewnnen pamiss!on of Panda Express Mc 20 MENU BOARD 21 ORDER CANOPY 22 CLEARANCE BAR REVISIONS: SENSOR LOOP C5 , 1 7-27-11 CITY COMMENTS + 24 PANDA STANDARD RAILING C5 Q I 25 PANDA OUTDOOR COVERED PATIO AND SEATING. 74.32' 68.21 ' SEE ARCH PLANS. r I BLDG. TIE BLDG. TIE -- - e 26 24' WHITE THERMOPLASTIC DRIVE—THRU LETTERS (2 PLACE)on 212 _ % — — 27 TRANSFORMER TO• 28 EXISTING LIGHT POLE TO REMAIN. (�- -r _ — 28 — t3 15 — '—V•1��^ L S 29 DRIVE THRU S[GN 10 34 O (BUFFER _ ( ISSUE DATE: 19 CONCRETE PAVEMENT C5 '— 07-05.11 8LDGPERMITSET '—"-- 117' 36 Its' I 31 GREASE TRAP C4 RV 32 CROSSWALK 35 3 I N 33 NOT USED 5R. Z• m 12.45' H 81' 0.39' i '�2' a EXISTING STORM MANHOLE TO REMAIN �� 14 v I �) 13 R12' 135 PROPOSED STORM STRUCTURE 13 13 (lYP ) 2 0 _ it 36 PROPOSED STORM DOG MANHOLE O 2 18 Cr I 11 2 li I I ( 37 FUTURE MENU BOARD DATE: 05aAl m r f R12' 3 O 3 26 i71 30 _ Q h W o 10 LIMIT 0 PANDA PROJECT #: S8.11•D2680 y � 10 � I ROl1iE 31 2 ASPHALT .4 MA IA I'1 10 Q j Q. a ' 34 c-s x W Zoo o ARCH PROJECT #: 2011.0081 — — A Ro i 10 R10' 2 R7� 13 � n 23 i6 1 (ttPJ 20 ]S . 23 12.i p rm� O _ R3' O _ 1B =p axP 21 1"6,'1',4 T 27 � � I KOHL'S SHOPPING CENTER ARCHITECT: 24 78. 11 `'�j 31 it{ � 18 I o W ARCHITECTURE ERING �7/ C-5 ENGINEERING LjjSIZE 34 � 37 46 (4 PLACES) N INTERIOR DESIGN �,. BENCHMARK $Ma SF �' PROJECT MANAGEMENT ALL TRAFFIC CONTROL STORAGE SHALL CONFORM TO 'MANUAL ON UNIFORM 13 F. 782.30 52 S' ie 4,52' ) 11 5 Im TRAFFIC CONTROL DEVICES* BY THE U.S. DEPARTMENT OF TRANSPORTATION, \ 17 13 25 ( ,_ 4 $ � 13 I FEDERAL HIGHWAY ADMINISTRATION. C�3660 �. � ,. M ? - I I _ ii 30 I - WORK DONE WITHIN CAPITAL CIRCLE R.O.W. SUBJECT TO FOOT REVIEW AND 5p ry ( .A _ , p ' . 604 COURTIWIO STREET, SATE 100 I1� 1to�(MJ W �- 12 ' •. 5 . 12 p 22 APPROVAL ORIM'Op, FtORDA 32804 7 _ O I - '•' ) r <•�, o f I - 1)( 40].629.91PH �24 32 I R3' 10 I . Million 9 °' I W l I 4 6 j. _ 13 r1 3 LIMIT OF 0 Q d m to IYP.) CONC. 10 STAMP: tm+hcl8 u utoc P.c r Z I . . It 29 PJMT 4AEG. 1081A18671 R Q' R10' 29.54' 9' 9' 8' 8' 8' 9' 9' IONS R12 14 N N 890590250 W N 181.822 10 � 35 ' I r 6 r _ r PANDA EXPRESS MCHENRY, IL _ -- ---- I RICHMOND RD, 6 RT 53 � MCHENRY, IL I ASPHALT ' I B I r r I 6 1 � RETAIL SHOPS - I . I ' G_5 C 1 0 REFER TO SHEEP CO FOR GENERAL NOTES, SITE DIMENSION 29 a 20' 40, SPECIFICATIONS, AND LEGENDS, IN ADDITION PLAN SITE DIMENSION PLAN 1 ' = 20 1 GRAPIRCSCALE NORTH TO SITE—SPECIFIC NOTES AND REQUIREMENTS. PROTOTYPE# S8-2448.11R1 01.11-i t DEMOLITION NOTES 1 . PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS AR IS TIES WITH ALL THE FULLY WITH COMPANIES SERVING THIS �O E d, AREA N OF R TO COORDINATE FILLY WITH UTILITY COMPANIES ON EXACT LOCATION R UNDERGROUND lTNT1E5 PRIOR TO EXCAVATION. 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL , n STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS, V , TIMBER AND BRUSH, EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; Q EXISTING PAVEJDd OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED NI e U) THE DRAWINGS, O 4 3, EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED, A MINIMUM C p DEPTH OF REMOVAL SHALL BE (2) FOOT BELOW SUBGRADE IN ROADWAY AREAS AND O TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING BUILDINGS ARE TO BE P� DEMOLISHED, All TRACES OF FOUNDATIONS ANB UNDERGROUND UTILITIES ARE TO BE REMOVED (UNLESS OTHERWISE NOTED ON PLANS). THE CONTRACTOR 1S FT SE RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL C H I NE 4. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF-SITE), RESTORATION OF ANY PANDA RESTAURANT GROUP INC. DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EWAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED 1683 Walnut Grove Ave. BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO Rosemead, California OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 91770 5. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES Telephone: 626,799,9898 SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND FacslmSa: 626.372.8288 IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUT OF DEMOLES ITION TION THESCONSIBILITY NTRACT R SHALL VISOR IT ACCURACY. PRIOR SITE AND DETERMINE THE �_r® I T N LOCATION OF ALL STRUCTURES, UTILITIES N TREES SHOWN OR NOT ON ON THEHE PWNS, WHICH WOULD NEED TO BE REMOVED R PRESERVER. rAT elinesIdeas, debytF]s &Aroma ft pusb�v! a a repres�:ed Mthis drawGg are the propa�ryol Panda 6. THE CONRACTR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL E>press ltiad. and were created for ose on Nis speak p *d OVERHEAD/UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS AND LINES IN THE More of Muse Ideas, deigns, aren2brunts or ptare ma/be RIGHT-OF-WAY ANO ON THE PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. used by cat disclosed to any person, Bard ormpma4x EXISTING STORM MANHOLE TO RELAIN. A?hoot the written permission of Panda Express §Ic (CONTRACTOR TO CAREFULLY REMOVE EXISTING 7, THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND PAVEMENT AROUND MANHOLE LAND IURRERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF A acts FLORIDA REGISTERED WND SURVEYOR).+. r , _ I REVISIONS: I / iC lg ' 8. REMOVE AND DISCARD ALL EXISTING ASPHALT PAVEMENT AND BASE MATERIAL, Odd /I 1 APPROXIMATELY 6' BELOW ASPHALT WITHIN THE LIMITS SHOWN. EXISTING 1 7-27-11 CITY COumm t, + for ,5 SUBBASE MATERIAL MAY BE REUSED PROVIDED I IS S LIZE NO COMPACTED 1 KOHLS ANCIII f Q P VE �ET Tn ), y ' "' - ` C9-13- 152-0G2 a•I / EXISTING PAVEMENT ; 9. ALL EXISTING PAVEMENT SHALL BE SAW-CUT PRIOR TO REMOVAL , tjeetv , I r TO BE REMOVED (TYP.) 7 Y _ S 2727�'(Y1_ — — _ i i i I� • 1 i ! ,�! I� �1 / I } � l� �I I /I� Y / II EkuntVG Lucre 1 { /I / t I 1 / l -' 1 /1 , , 1 1 / / AS 1 l ISSUE DATE: I ! BE ,Rp! AED ( / I ' i ;f / /] rA�E I ;1 I f f l f I I ��)� 6 , � i ii ����� t �h/ �T / t % 07-06.11 BLDG PERMIT TO BE RDdaVEDt(1YP ) J kr' /I / " / /%/,� TO SBEGEUO"tD� i led EXCISTING � 0 / ;1 l 0 �� , .r' i, ; TD i TING CURB To as MOVED / / : / k f i / SPMAiT // i / % TO' BE REMOVED _.. l i 6 EYloIN4' ASPNNALT ��i �. / / f/ % ,TO BEREl�VEa� % / I - VAJ O r a /k led �% , / �\,, /- iI EXISTING ASPHALT TO BE REMOVEDld 1 �' I r ' / I % I I � I I � I �'� un ad - • II silhv sJr{�PUN¢ .1/ I / I/ , 1 I� III DATE: O5-09.11 T c� / II ,/ , ' � ' a PacE / LLJ j Q EXISTING STORM MANHOLE TO REUAN. y� led t I / Q (CONTRACTOR TO CAREFULLY REMOVE EX `"p cY I1 / / ]t �ACEI N 'II PAVEMENT AROUND MANHOLE ,, Dal / - lI�I I/ 1/ � I C• 9 , I I �I � ! /I ,� / I � PANDA PROJECT #: 58-1LD2680 $ ' tea. ��' / � 1 /I/I /' yG sTfeMH9L� 1 I�� 1 f /I 1' M _ I �j/ c T v I/;/ (� I /& P)PE ip 9E .REMaiib /I T I t ,/ ,f ./ I - ARCH PROJECT # 2011 ,0081 deeded � ' oST T / i � � �j / o m �� / ��IXS�ING. RIF+I✓G� � � G/ / �j i/ �' I _ Q \ / / Td BE !(jlEDi T � � i i AILO ANhIXEi � /��SPh'ALT // / %� wo I K01iL51NQ \-� Q � ( � ExiSiu 6' T dP- W° / / / // ARCHITECT: H � / I R e led N is / i s _ ,� 5R(G GARB 1 09-23-452-002 INTERPLANS. TO BP R I ARCHITECTURE Q / 11 tjNW 771 t7 T BE REUD`FD o o ENGG4EERf\'G 99 / '-� . - / I]JV 7735J / / / / ej ; INTERIORtl6N/ / / / Slit 1 BENCHr.lA7K /� PROJECT MANAGEMENT i9 CLkB i�� ' I - I L U Odd T , ,� /1 I Q / / ! ; ( red / I 1 I AA 00432E -7 �� , p / q;»il G' sTRIPu 1 ,61SPACE4b ' ��lf CA 8660 1! N � ? /fo 1Ei0VE0 I 1 / 604 U OddJ / C 0%QaDO, ROROA 321 d n 7 �� �t U / 1 /�I l ( �I /�( ��/ I r� ee PH 407,629.9124 J f/ X40].629.9124 ded J — // 1y rled de". ded / / I I b I / EXIS(�US A ' J / / BEE Q q � � + � V I� / I , 1 " ! T¢ RELMEOT ) �I „� � �A �,d I I A ,/I �t / I I / J STAMP' L RFC. a MacaoM867 F.E. le Z h,.i N '/� // �/ l ' a REC. ica:masn d. I _ / _ _ / / / _ / �i/ / / a J / I ` / T� f! 4� r / KCWCS/N / Ill tell / i / / 3 F /„ 0 ` (' � ' ✓ � 1 1 ll f / / 09-[3-151 G01 I /led .' / /l I ' Ole I � j I PANDA EXPRESS EXISTING S ORM M HOLE 0 REM IN, ! (CONTRACT TO C/,REFUTd REM EXISTNG M C H E N RY I L EXISTING PAVEMENT �. . . A r ENT OUND MMI{OLE TO REMAIN (TYP.) i I I t I RICHMOND RD, 8 RT 53 - ' MCHENRY, IL e +. FOUND 1 IRON PIPE � i _ B r 4 .4 • ^, f ' i ASPHALT 77 ! + { f0UN0 1i /.R(>,Y PPE 7\ , 71 > _ i at f a 'i I t I. It e REFER TO SHEET CO FOR GENERAL NOTES, G 1 • 1 20 a 200 Aa D TOESITE—SPO IFIC NOTESEAND REO IRDEMENTS. SITE DPAOLITION SITE DEMOLITION PLAN ) "- 20 GRAPHCSCALE NORTH PROTOTYPE# S8002448,11RI 01•it•11 SITE UTILITY NOTES 0 ®� SANITARY SEWER 11' BLOCK WALL O CONTRACTOR TO CONNECT SANITARY SEWER TO BLDG. AT ELEVATION 776.20 Q A 't O 14 IF - 6" PVC 0 2.0% SLOPE C4 �" 1 1AN GALLON SAND/GREASE INTERCEPTOR . �1 RIM = 78L93 (J ' i cp OUT = 775.65 � !? a ,r '. � 15 LF - 6' PVC ® 20% SLOPE c � ♦- O C.O. 2 O p DIV. ELEV. = na.6s C4 ( m.) 9� NO O 50 LF - 6" PVC 0 1 .5% SLOPE F7. c��G 0 C E �S10N P O IN. ELEV. = 774,W H I N 22 LF - 6' PVC 01 .5% SLOPE PANDA RESTAURANT GROUP INC. i - O C.O. 1683 Walnut Grove Ave. 9 IW. ELEV. = 774.57 Rosemead, California I 10 102 IF 6" PVC 0 1 .1 % SLOPE 91770 I Telephone: 626.799.9898 Oti SANITARY SEWER INSPECTION MANHOLE 13 14 Facsimb: 626.372.8288 Rlld - 780.7f C5 C5 INV. (IN) = 773.45 INV. (OUT) = 773.35 32 LF - 6° PVC ® 1 .1% SLOPE AM ideas de33ns anargement and Plan Sxivbed a � epres=n:ed by Ns draaling are Ca pmpalyd Pznda CONNECT TO EXISTING 15' RCP ABOVE SPRINGUNE 18 Express lnc and uere create for use an 7u spadicc P*cL 13 Noae of these ideas, designs xrrargemerts aµare may be OF PIPE RUN 6' ('VC ® 45' UNTIL REACHING RN• C4 used6yordsdosed toa% parson Mn oroc"%on ELEV. = 773.60. PLACE CONCRETE AROUND CONNECTION PER CITY STANDARD DETAIL G-2 uii,an the unnen peralssion of reads Eapress Nu WATER SERVICE IA"i 14 W'ET TAP EXISTING 12' WATER LWN 17 ( WITH 2° TAPPING SADDLE AND GATE VALVE C4 REVISIONS: 2'xt 1/Y REDUCER 1 7-27-11 CITY COMMENDS — I XONts INC I 1 1/2° POTABLE WATER METER AND RPZ BACKFLO'N PREVEINTER TO BE PROVIDED INSIDE _ BUILDING 1 1/2° TYPE 'K' COPPER WATER SERVICE i ' c �•t�u c .. �lov(ut 'i i 16@IMdIl9Y _ ' i 18 I" IRRIGATION SERVICE FROM BUILDING. (SEE IRRIGATION PLAN) it I i 1 NOT USED �L � I . : ELECTRIC SERVICE ISSUE DATE: -_ 07-05.11 BLDG PERMIT SET s c � TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH POWER COMPANY c� 13 9 6. - N.T� r 12 \ r-on� � ; 20 FOR FINAL LOCATION OF TRANSFORMER TO BE SEE. CONTRACTOR SHALL COORDINATE UNDERGROUND ELECTRICALSS --- ' SS SS .. , 6s — SS SS I 21 SERVICE WITH COMED FOR CONDUIT SIZE, CORRECTION POINT -- AND APPROVED TRANSFORMER LOCATION. - 11 10 \ I I�I •� CI 8 TELEPHONE -- `w ` u IV 22 CONTRACTOR SHALL COORDINATE UNDERGROUND TELEPHONE CC rvJ, 23 7 O SERVICE WITH AT&T FOR CONDUIT SIZE, CONNECTION POINT. CONTRACTOR SHALL COORDINATE UNDERGROUND GAS SERVICE DATE: 05-09.11 WITH NICOR GAS FOR CONDUIT SIZE, CONNECTION POINT. �r. 6 I W t t HK _ Q 14 oI h W ) 24 EXISTING FIRE HYDRANT TO REMAIN Q � h A L A Pe PANDA PROJECT #: S&11-D2680 ARCH PROJECT #: 2011,0081 Q) LLI O i7 — 6 21 wo ( U16 TILITY SEPARATION NOTES Q, + T o I . XOHLS INC WATER AND SEWER SEPERATION SHALL MEET THE REQUIREMENTS OF THE IWNOIS � �-� O C O EPA SPECIFICAll �NTERPLAN Y: ARCHITECT: 9 L_Lj 09-13-452-002 sr rc C 'm 2 3 o y HORIZONTAL SEPARATION: EnGwEERCHITECm'G WATER MAINS SHALL BE SEPARATED AT LEAST 10 FEET HORIZONTALLY FROM AN BEIYCHIaARK 1 f INTERIOR DESIGN \ 1,418 S I SANITARY OR STORM SEWER MAN. 1 — F.F. = 782.30 6 Iy i PROJECT MANAGENfM L1 �J 24 _, — — I AT CROSSINGSVERTICAL , WATER MAIN SHALL BE LAID AT LEAST 18 INCHES ABOVE THE AA 004320 CA 8660 f1J 4A40' w ,��. , . . . . : _ . . . . SEWER MAN. 604COUNtWND s1RER, 9.A1E 100 r O ',., A I '' 4 COAROO. RUDA 32304 . . . . > ' . - PH 407.645.5003 r i• - 407.629,9124 J Q d }j` i 4�:�7° , STAMP: a>aanx u. uxac RE <` ' 4 REe. es2 1 Af8671 \ V'1 a N 895915' W iN74.82'(Ad) TIT i 11 rJt^: N t L KOHLS lNC . ram t 1 tL 3 c. r ( J } ! Jl J; 09-23-451-001 if 1, �773. 3'r i fq r I — I - I __ _ _ __ _ i PANDA EXPRESS r ; _ 4 MCHENRY, IL / .' r RICHMONDRD. & RT53 , I MCHENRY, IL e FOUND 1 ' IRON PIPE ASPHALT i 7 74 FOUND t ' IRON PIPE � i 6 � , T72 , w C ` REFER TO SHEET CO FOR GENERAL NOTES, 20? CY 201 40 SPECIFICATIONS, AND LEGENDS, IN ADDITION SITE UTILITY SITE UTILITY PLAN , •= 20r NORTH TO SITE—SPECIFIC NOTES AND REQUIREMENTS, PLAN GRAPHIC SCAlE ,- 5 PROTOTYPE# S8.2448.11R1 01.11.11 . DRAINAGE NOTES ❑1 CONNECT TO EXISTING GRATED STORM SEWER MANHOLE 0 1NV. ELEV, = 773.31 O p ❑2 95 LF - 36' RCP 0 0.08% SLOPE (MEETING ASTM STANDARD C-76) 14 P -0 /` C4 --- �N P ❑3 CATCH BASIN # 1 (n IF = 701.00 O - (N) 36' INV. (Dili) = 773.23 16 (S) 36' IN. (III) = 773.23 C5 O 140 LF - 36' RCP 0 0.08% SLOPE (MEETING ASTM STANDARD C-76) 6T CHI NES L. ❑5 CATCH WIN #2 IF = 780.40 (N) 36' INN. ( = 773.12 PANDA RESTAURANT GROUP INC. (S) 36' INV. (IN)IN) = 773.12.12 _ 1683 Walnut Grove Ave. fi 75 IF - 36' RCP 0 0.08% SLOPE (MEETING ASTM STANDARD C-76) Rosemead, Cal'rfornla 91770 ❑7 CONNECTFacsimile:TO EXISTING GRATED STORM SEWER TaicFacsimile:a: 626.372,8898108 MANHOLE 0 INV. ELEV. = 775.98 .8 - ❑8 78 LF - 12' RCP 0 2.0% SLOPE (MEETING ASTM STANDARD 0-76) - M Ideas designs arrangement and pans h d:ated a eprese ,elby Ntsdradngare0apopertytf Panda ❑9 INSTALL 5' DIA STORM MANHOLE AT NEW END OF EXISTING 15 Espress lrc and o anted for use on C6 spaft Projid STORM SEWER LINE - INSTALL 'SNOUT' MODEL 42RTB ON 36' CS None ofMese ideas, designs anagaran4s or pans may be OUTLET PIPE MANUFACTURED BY BMP, INC. usedbiadlsdosed aany parsrn, Pom, or o>ryaedon RIM ELEV. = 780.00 wiiian the written pemBsbn of Panda Eypmss Inc (N) 36' INN. (OUT) = 773.06 (W) 12' INN. (IN) = 774,42 (E) 36' INV. (IN) = 773.06 (SE) 6' 111 (II) = 775.12 REVISIONS: 10 HANDICAP ZONE NOT TO EXCEED 2% SLOPE IN ANY i 7-27-11 CITY COMMENTS _ DIRECTION _ 11 CONNECT TO DOWISP0Uf GRAN! STUB-OUTS 0 i IIN. ELEV = 778.0. (CONTRACTOR TO COORDINATE --- • - CH. PLANS.) 53 LF I ' � 780.20 9,20 780.40 12 - 6' 0 4.0% SLOPE (DOWNSPOUT GRAIN LIVE) -- 6$'S.�'S6' E _ _ _ 27274'(� _ 81 ( i 13 ClFA170UT 0 INN. ELEV. = 775.88 19 LF - 6' PVC 0 4.0% SLOPE (DOWNSPOUT DRAIN! LINE) 6 \ ' � N ❑ ISSUE DATE: 78e.5_ 9 ✓ . .- - __ I \" B E I 07-05.11 BLDG PERMIT SET - I 15 30 LF - 6' PVC 0 3.0% SLOPE (DOWNSPOUT GRAIN LINE) VC 780.5 r-� 14 EG i6 CLW40UT 0 INN. ELEV. = 777.34 __. 22 LF 6' PVC 0 3.0% SLOPE (DOWNSPOUT DRAIN LINE) \ t i / ( � g \I 5 J Q I \ 780,91 p 13 I\ 80,65 781.80 ( I 1g MINECT DOWNSPOUT DRAIN TO PROPOSED STORM SEWER MANHOLE 0 W 1 I IL MEG * (S N. ELEV. = 775.12. ct5 mJF 7 ! 7 12 780,45 78985 a WHEN ANY ROOTS OR EXISTING TREE ARE ENCOUNTERED DURING DATE: OS-09.11 Q LU I _ .ti762, Q ( Ie WW CLEARING AND/OR GRADING OF THE SITE, THE ROOTS MUST BE S� �77g"gg# 7781.79 _ CUT OFF EVENLY WITH CLEAN SHARP PRUNING TWLS. THE - a 18 ;�� I C@NRACTOR/DVELOPER SHALL MINIMIZE THE DAMAGE TO EXISTING j Q _ .. I TREE ROOT SYSTEMS. . LM N. 3 700.8e PANDA PROJECT #: S8.11•D2680 782 ARCH PROJECTM 2011 ,0081 Q J Q F 17 7 U 1 1 O - N B 781.3s c " o •0• 1 i ARCHITECT: INTERPLAN.' 9' ar Q I f )81.55 a '` r _ „ COVER = 5.3t ARCHITECTURE 282.:,2 '. . o 781,71 f EG r F / 781F I ! .21 I n PJIERRYd DESIGN F.F. - 782.30 � 4 ( $ � ( PROJECT NJJJAGI _ ¢RAGE 775.94 O m _ _ I AAA 8660 \ t?RF,'J( - 1 12' STORM CA 8660 d•X40(y�• ` • 782�25 / /, . 78204 j 77484 too cotltrwlo sTa[n, sxlE ioO 781,70 . 81. I - 04 go :oA 32Bo4 CLEARANCE 4 o, Flat PH 407.645.5008 a : - :-T ,.782.70 I ; 6' PVC 774.4 FX 4W.629.9124 I i 7738 1 781,40 ,. 781 .85 I\ I NFNxt7H u, u. P.E Z � � 7g } 78 .30 'L 781.90 v MEGG�1- STAMP' \, 33 8 .80 '�. '•... ' L Was. INIM6671 min d Q� �� R M 781.20 781.25 10 _ lO STORM AND SEWER CROSSING Nrs EG EC g MEG 1 �l•�t 2g ,�pEG � ' I # i PANDA EXPRESS MCHENRY, IL a i RICHMOND RD, & RT 53 .: . . MCHENRY, IL : I C3 REFER TO SHEET CO FOR GENERAL NOTES, 20' 0' 20 40' GRADING & GRADING AND DRAINAGE PLAN 1 °= 20Mill 11MA TOECIFI SITECSTPEEC F, ANDIC NOTESENDS AND REO IRDEM NTS. DRAINAGE PLAN GRAPHIC SCALE NORTH 5 PROTOTYPE# S8.2448.11R1 01-01.11 POLLUTION CONTROL NOTES ®�®� ALL EROSION CONTROL MEASURES SHALL REMAIN IN PUCE UNTIL COMPLETION OF CONSTRUCTION. F 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL �O r `� , /� /� CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO AUTHOR12ED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONS OF SITE PERUIIS. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR e O Ch AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL. PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF e �- THE SITE. GJ p O O 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION a EQUAL TO OR BETTER THAN DDSTING CONDITION, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE �F E INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL )' C H I to BE ALLONNED. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO PANDA RESTAURANTGROUP INC, CONSTRUCTION. 1683 Walnut Grove Ave. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION Rosemead, California BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. 91770 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR Telephone: 626.799.9898 CONSTRUCTION AND STABIL12E ANY POTENTIAL EROSION AREAS IMMEDIATELY Pacslmile: 626.372.8288 FOLLOWING COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM MOVING OFF-SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY Al Ideas, designs, anarverne s nt and! ans Irda of lei LINE «-pre>cn:ed by vis draA{� are as prop�fyN Pence �1 Cypress Inc and µere created for use on His spe'ScTfrole t 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAJID, SILT OR OTHER DEBRIS None of Ue:e hieas desgns, ananganerts apLans maA6e INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR used by wdisclosed to an y retson, rum, w SILT FENCE (TYP,) Qt ADJACENT TO SITE. wrhout meumean pemissbn of Panda 6press lncn FOR _ C6 b INLET PROTECTION (TYP.) 9O, OR AD EAR IN ORO FDIMPROVEMENT ETAS,AND/OR SEECIQ`DJSOTTUCTIO! SHALL BE REVISIONS: C6 . .. . A L F SYINTHETIC 1 7-27-1l CLAY COMMENTS `.' BARRIERS I I - - 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT --- _ BARRIERS. 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER — --- - <gu• r -. p_ 7e•(�1 - OR BY REGULATORY AGENCIES. — -- _ \ 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES, UNTIL THE LIVEROCK BASE IS FINISHED AND PRIMED L1 A1 CRUSHED STONE CONSTRUCTIONi 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PUN ALONG WITH A COPY OF EXIT ISSUE DATE: THE NPDES NOTICE OF ANENT POSTED 1N A VISIBLE LOCATION ON THE INLET PROTECTION (TYP.) 1 I CONSTRUCTION SITE AT ALLNues. 07,05,11 BLDG PERMIT SET _ P� C6 16. 'CONTRACTOR IS REQUIRED BY NPDES TO KEEP A LOG ON SITE FOR THE -- ----- I SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN. THE C6 a 7 -\ LOG SFWl CONTAIN DATES FOR: INSTALLATION OF CONTROL MEASURES, MAJOR K of SITE CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY MIS 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A COPY OF THIS LOG ALONG WITH �U f I. A NOTICE OF TERMINATION TO THE ILLINOIS DEPARTMENT OF ENVIRONMENTAL i .�. i PROTECTION UPON THE COMPLETION OF CONSTRUCTION. DATE: 05,09d1l o° T 'W. • • _ I SILT FENCE (TYR) .. \. SILT FENCE (TYP.) ioI n r._ ( C6 ( PANDA PROJECT #: S8,11•D2680 C�) L,,I C6 _) J� ( _ ARCH PROJECTl1: 2011 .0081 O w ARCHITECT: INTERPLAN!" Q _ fI ARCHIECiU4E W L BOA I ENGWEERIN'G `- 2.xa r uEROROE6GN F.F. = 782.30 ItPROJECT MANNAGEN.EM REFER TO SWEET C0 FOR GENERAL NOTES, J I SPECIFICATIONS, AND LEGENDS, IN ADDITION AA 004320 O �I N s���' " w ' . _ - He CO:CRETEIWASHOUT TO SITE-SPECIFIC NOTES AND REQUIREMENTS, CA 8660 ' (4.) % 604COURMIlD SIREE1, StAtE ILO p ORV.NCO, FLOROA 32804 ' _ _..__ ` D6 PH dO].645.5006 FX 407.629.9124 TOTAL AREA *DISTURBED UNDISTURBED IMPERVIOUS' PERVIOUS* V d - ,� ❑ SF AREA SF AREA SF AREA SF AREA SF 7 f AC; AREA �AC3 AREA �AC3 AREA �AC3 AREA �AC; STAMP: �"TTM " s PAL L REO. iefiz.aefi]1 - 35.230 35,230 0 27,456 7,808 J 0.81 0.81 0 0,63 0, 18 ` — 'IMPERVIOUS + PERVIOU = TU E\GL\EER'S CERTIFIGTIO\5: _ _ Ivrvcau.vuaazatu Maa<e< ¢xR °a]¢kt.S 3t Ee<nNa<eMNa urnnesrtEah&Nluhnv Ptrx*. I - Pqa;A>.r IMPAr#iL xu lYc�n-3m\:c.4r a _ °I ttrofy i¢,ierpewlry Ofts LES dn'Iuent and all Atuimmtsurn j I , iu,te+t.l mv<u o« tva.I 0 suethit: u ffitd re sqx ivemmutd and nahLasyxemdn,Sgl _- - m tEs graldN}�ewxei Pvptrly �tlxrzd aslaalwlai de ivTorm=noo R 1 su6 ' I dllaszJMmT iu;,vp oftkpzwivr ptnuss xinmavge lhes)am4 SILT FENCE (TYP,) ttd�tl„mm &mdytwisT,,< < gaa.nrs dx w infe�an�, PANDA EXPRESS Rmncedl h w9fmyk� fot a�, btNRf Ru aOau, and wore, f'4tt l MCHENRY, IL > > am a%= tlu 0cre ars si v6cuminronrufkA g pmpris. f saRmnuv3 izg iol2Wri;.1 �luiv 0t ttltih of five and vn nsuuneet fvtimrv.' nolaWns ' C6 Cm^.i rC Gd V=A o,_L .v+': mrrvv mar.—m. ..t s.n P Fnn. rcn. 'r --+ , .s-.ssssn.� a-e,xn MISM w YCC�G P11 P wg �•Nt<.xoe<,R�s o-o-s aKa. 1062. 71 RICHMOND RD, & RT 53 e l c= �»� �, MCHENRY, IL sin .. Cimt,fro -, tnasa. avcp=crrm vv >x.,ca u.., Pr4 KENt&M U. u�WG P.E ILREG {P62.OVfi6J1 Dxtt r A 13, m aY s cue to us a a t —.— ' � `�' 6 ' " -a R'YF.RIACF\7 C1311IFlCATIO\6: nYm m P I ERE I HAVE REVIEISS HHIS ND AGREE TO CO\IPLY M7/I T13E ''. I � _ .. . - REQUIREMENTS SHOWN HEREON. p �� �n Cl 1 I I le R, tuv a.� y f sS_ Pf� fic Y ®f ' S ft Gca P� 6c S.:aeaaur ' '1 crcrycJUK ..y ftr .0 e, 9 ls...� OWR:EA�AU1Ti0RIZED REPRESENTATIVE Date 20 rz. . a 20 40' Ov'n< �"t�su<e sn�, � ArrNk`a -a' . I � ..>ro t< ' . ,'„ STORMWATER POLLUTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 1 ° = 20 GRAPHIC SCALE PREVENTION PLAN (SWPPP) NORTH ,x<ixxP:u3k A. ) Du /\ PROTOTYPE# S8.2448,11R1 01.11-11 NOTE 1 : NOTE 2: CONSTRUCT RAMP TO LEAST RAMP GREATER THAN A 6' POSSIBLE SLOPE (LAX = 1: 12). RISE REQUIRES HATMLS. CROSS SLOPE OF RAMP AND FRAME & SOUD LID. NEENAH NO R- 1974-A rrrrrr,,,,,,������ 6' DIA STD. PIPE FILL W/ LANDING SHALL NOT EXCEED 1 :50. NOTE 3: (ROUND) OR APPROVED EQUAL WITH CLEAR NOTE 1: CONSTRUCT RAMP TO LEAST CONC. TO APPROX. WT. ENTIRE RAMP SURFACE (OUTSIDE OPENING EQUAL TO PIPE LD, POSSIBLE SLOPE (MAX = IA2). CROWTL CONC, OF 150 LBS. OF DETECTABLE WARNING) SHALL 4" THICK CONCRETE CROSS SLOPE OF RAMP AND CONTRAST IN COLOR BY 709 SIDEWALK SECTION tA1lOIRG SHALL NOT EXCEED 1:50. PAINT SAFETY YELLOW FROM THAT OF THE SIDEWALK. TROWEL-FINISH 5' X 5' LEVEL WNDING ,- RECOMMENDED COLORS ARE RED WHERE PAVEMENT I AT TOP OF RAMP FIR GRADE OR TOP OF m N OR YELLOW TO MATCH THE COLOR K'HERE REQUIRED FINISHED GRADE NOTE 2: RAMP GREATER THAN A 6" PAVELDT 5 _ CHOSEN FOR THE DETECTABLE NOTE: INSTALL 2' TOOLED g P RISE REQUIRES HANDRAILS, a e (n SEE PwI WIDING AT TOP WARNING MAT. \\�\\/\\�\\�• EEDGESSSIAM�ILAR AS EXPOSED ON ff 97�7FS NOTE 3: DIT1RE RAMP SURFACE (OUTSIDE OF ; 1 ' � I • � O OF RAMP r. r). _ .. `/ i // CURB DEAIL PCy7 DETECTABLE WARNING) SHALL CONTRAST IN COLOR BY 70S .p • I �� OMIT JOINTS ON S1DD4ALK FROM THAT OF THE SIDEWALK. RECOMMENDED COLORS ARE ' 1 ` ) 0 O CURB RAMPS 12' CONCRETE 6• RED OR YELLOW TO MATCH THE COLOR CHOSEN FOR ME ( G O RAMP Mm 5 MIN. - r - SIDEWALK CURB COLLAR 6• THICK 6 1 �1. • �1 // \ DETECTABLE WARNING MAT. -P F M U B 2' DETECTABLE WARNING 45' BEND \ � q ; ) CON_. FOOTNG � T C N I NEST > n o 1 I (REFER TO DETAIL) 1 :12 LAX SLOPE \ 0 ?` 2" X 2' CONCRETE j;�I . . _ _ RETAINING EDGE PROTECTION ' PANDA RESTAURANT GROUP INC. 2'R 2'R 7 _ SEWER MONOLITHIC CONCRETE CURB CURB VI 2' / _ _ REF 111, 6• HANDICAP RAMP (3000 PSI) N BEYOND 1683 WBInUI GfOVC Ave, 2' DETECTABLE WARNING IF PATH 1S ADJACENT TO CONCRETE RUSH Rosemead, CalrfOmla ft DRIVE AISLE OR VEHICULAR TRAFFIC. OTHERWISE --� WITH PAVEMENT 1' 0�" r smo WfEJ 45' BEND WARNING NOT REQUIRED. (REFER 70 DETAIL) pgVELEIfT Telephone: 626.799.9898 PLAN VIEW PICTORIAL VIEW I D� Facslm8e: 626,372.8288 � SUBGRACI SPECIFIED lO HANDICAP END RAMP NTS O CLEANOUT NTS O SIDEWALK HANDICAP RAMP NTs AS5ION A- BOLLARD O BOLLARD NIS SECTION A-A 3000 PSI (MITI.) CONCRETE RAMP005.OWG UIL043OW'G 30M PSI (MIN.) CONCRETE RAMP009.DWG MISCO26.1)WIG A4 Teas, designs, amarsement a 1µEns ind-wtcd or represented bythL- dra.Ulg are te pmpeItyof Pula -- p_q KEY TO TYPICAL PAVEMENT SECTIONS More of these ideas,deslg de for Use µLammay ASPHALT PAVING & BASE 4" ASPHALTIC CEMENT CONCRETE (ACC) CONFORMING TO IDOT 'STANDARD UsedbAadsdased toa^Ypersoo, Pom, a'EcrpoNion P mxi' (SEE SOIL REPORT) Qj flout the wrten permission of Panda E.yess hc. n . ,..-, .o W� ..K,. SPECIFICATIONS OF ROAD AND BRIDGE CONSTRUCTION'. }' TOOLED EDGES 0HOLE5j 10' CRUSHED STONE AGGREGATE - IDOT CA-6 OF AN APPROVED SIDEWALKCONC. APRON WI H 6x6xW1.4 N1.4 7/8" D ALTERlUTE GRADATION. (SEE PLAN) W.W.F. (SEE PLOT PtA1L) - REVISIONS_12' PROOFROLLED SUBGRADE COMPACTED TO 95R OF THE MODIFIED1 �7_p7_11 CffY COMMENTS J 3 PROCTOR MAXIMUM DENSITY.$5 CON4.;„°' 1/4" PER Fi. SLOPE 1/2"R GRASS AREACURB Pr CL EJ=R TYPEB-6. 12 �• /� /\ PAVEMENT -IC? XX X . 4' Q SIDEWALK _ e 1 n Q fi" VERTICAL CURB III VUkull , , , ».n aarEs. ,., / \�\\�\\.. \\5 ' 18•-3/4" STEEL rCr z , ,,, P „ x ,.,, \ 6" 6' 9" 4' IDOT CA-6 CRUSHED STONE ROD ISSUE DATE: - SUBGRADE COMPACTED TO 98R MAX DENSITY - , «; PARKING DRIVEWAY PARKING 0705.118LDG PERMIT SET k < ... ...-....� NOTE: DRIVE - u,+ ..uQ P,,, ,, s. "a n r,v_ww Or a,,,, ^t u'. , CONCRETE SHALL BE 41000 PSI 28 DAY STRENGTH _ !iLT a c.Nx c1Tr of _- - - cm or CC%, R QI 6 1 5 4 1 CURB A D CUTTER McNC CITYHRY, ILLIf101S �nu STREET COLLECTOR� rs '� xICHENft , OFJNOIS ♦.s 2 3 MONOLITHIC CURB CONCRETE NVte 6 NTS 7 CONCRETE APRON NTS a SIDEWALK DETAIL Nrs ° NTS 10 TYPICAL PAVEMENT SECTION NTS CURB & GUTTER NTS O & SIDEWALK DETAIL PVT006.DAG O 4,000 PSI (MIN.) CONCRETE PVTO14.DAG O O WHEEL STOP PVT022. O 3003 UI N (3,003 PSI (MIN)) PVI017.D'A • SEE SEPARATE DETAIL FOR NOTES: BLUE BACKGROUND SIGNAGE REQUIREMENTS c-1 DATE: 05,09.11 EQUALLY WHITE CHEVRONS 1 . ONE (1 ) SIGN REQUIRED FOR EACH PARKING SPACE. 3' r - EQUALL LY SPACED PER AISLE it 2. METAL POST TO DE GALVANIZED, ALL BOLTS, HUTS WASHERS _1N R _ __.__ __...__ `? srce AND SCREWS MUST BE RUSTPROOF, y P.�. . „ m ,,, �_ _ RESERVED FARM Um � PANDA PROJECT #: S8.11•D2680 WHITE PARKING �� 3. CONCRETE FOR FOOTING SHALL BE PORTIAND C£UDT AND f a HANDICAP SYMBOL ) ® HAVE A MINIuIM COUPRESSNE STRENGTH OF 3,C00 psJ. -� ARCH PROJECT II: 2011 ,0081 j3 IS OR 5' HIGH) 3' R a• on m fli[ syNs• uvwxE scar a mu 4. INGITHE�SYMBOL FABRICATED AND BORDERRAPPLIEDNTOCAASHEET • '•••• , � a 1• FILLED I p,�prt[p ` MOUNTING ALUM114UM BACKING (.080) IN THICKNESS. \ F w 111 3. 5'- 0 ,a ARCHITECT: ` PL PERtAT -- � OFF"r 5, MESSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES - `..<hn SINGLE WHITE ^ - N a ARCHITECTURE 4" STRIPE ix ce 4 y„ V B) 2" HIGH IN ACCORDANCE WITH MANUAL OF UNIFORM ENGINEERING 2• WHITE SYMBOL B' B' 8' SEE PLAN (oveaA t�L.wa�l TRAFFIC CONTROL DEVICES. dVVX S 3 INTERIOR CfsiGN FINISH COLOR: n $Z5O FINEI PROJECT MANAGEMENT TRAFFIC WIFE. (TYP 6' 6" s \ 6'2'6' wrnh l 6. THE SYMBOL IS COMPOSED OF SHOULD ELEMENTS, A WHITE �10A 'N`'"'�A` WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON ♦_ AA 004320 FINISH COLOR: TRAFFIC WHi. (TYPJ t 6' >�- m A SQUARE BACKGROUND, INTERNATIONAL BLUE 1N COLOR (FED. W CA 8660 � HI �m � _ sro. s9so. cotoR �151Ba). 03 3 604 COMTWM STREET, SAE 100 7. SIGN POST SHALL BE MIN. 1' CLEAR FROM BACK OF WHEEL arunmo. FLCYAA 32804 POST PARTIAL ELEVATION POST SECTION STOP OR CURB. PH a07.64ss003 IMM FINISHED GRADES OF PAVEMENT IN NO PARKING AND FX 407.629.9124 ACCESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY 8, CONTRACTOR SHALL VERIFY FINE AMOUNT WITH LOCAL ..,. ORDINANC w ar am Aid w!c rsac tram. ORDINANCE. NOTE: SIGN ON PAVEMENT OF PARKING DIRECTION. f SEE PLAN FOR STYLE OF HANDICAP RAMP 1 SPACE. VERIFY DESIGN W/ LOCAL AUTHORITY 1 9, SIGN W1 PAVEMENT OF PARKING SPACE. VERIFY DESIGN W Q < STAMP: IIa6flH M. uxac P.E TRAFFIC DIRECTIONAL / , CITY OF __ _ pAO. , ypgS„ LOCAL N PAVEMENT "REAL IFE^,�DE FLr ACE MCHENRY, ILMN015 ARRGOWS NTS 12 HANDICAP STRIPING NTS MISCe 4.DAG 13 HANDICAP SIGN NTS 14 TRENCH DETAIL NTS T 1 of e-p c-z EDGE OF DOME PATTERN SHALL BE B'x5' LEVEL LANDING 2' DETECTABLE y DETECTABLE S 2" 2.J5 IN-MILE WITH DIRECTION i. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AT TOP OF RAMP WARNING IS VAR ` e WARNING OF w`�- AND CROSS SLOPE SHALL BE 0.02 OR FLATTER. Act H 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED By m 6` �c,.Y1 �\S� "' ""� • 'I-- UgTI "� '1- W N TEXTURING OR APPLYING A TRUNCATED DOME MATERIAL IN ¢ ' ¢• (,0 �\? � � qq{� 0 TRUNCATED DOVE CONFORMANCE WITH THE U.S. DEPARTMENT OF JUSTICE ADA - 0R�\ PANDA EXPRESS @ STANDARDS FOR ACCESSIBLE DESIGN, ADA ACCESSIBILITY GUIDELINES, it/ l T � � I"" ZLPRE CA r`VNVf Fx VA INC O O 0 (SEE DETAIL) SECTION 4.292, TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE i NOTE 1: CONSTRUCT RAMP TO LEAST / •"' P"`. . MCHENRY IL WARNINGS. POSSIBLE SLOPE (MAX = 1:12). n „ 1 9 1 CROSS SLOPE OF RAMP AND g 0 0 0 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, �\ \ LANDING SHALL NOT EXCEED 1 :50. CC CURB AND CURER AND/OR SIDEWALK, ME EXISTING CURB OR CURB A� 3. Rqy '� 6• l § a.a xm E• p '� RICHMOND R I RT53 0 0 0 0 AND URBGUM TRANSITIONS OR TO TL BE HE TO THE NEAREST EXTENTTHAT NO REMAINING SECTION OF F (op`c n rD�N' ` ROE REQUIRES HANDRAILS.2 RAMP GREATER THAN A 6' =1 ' MCHENRY, IL PLAN VIEW CURB OR CURB AND GUTTER IS LESS THAJL 5' LONG, THE EXISTING ® rt5 `,D4 g SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE \\e Np1. NOTE 3: ' s� P � �c �'� ti . MCC TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO `n gEE`� V\Q ENURE RAMP SURFACE (OUTSIDE Of �M o .' 0.9' REMAINING SECTION OF SIDEWALK IS LESS TTWN 5'. N �� 0.3. CIA VC; a \) DETECTABLE WARNING) $FLLLL maw " "" �" "" .;m., : <CIp11; gem u ne lr.. ,9`as. a CONTRAST IN COLOR BY 707. FROM °^"� y'- ... •� 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE \ THAT OF THE SIDEWALK. RECOMMENDED sE � "QY4 04-29-11 a 1TEGRAL DOME m CONSTRUCTED WITH MATERIALS OTHER THAN STANDARD CLASS 1 � l COLORS ARE RED OR YELLOW TO _ PORTLAND SPEC CEMENT CONCRETE N ACCORDANCE WITH SECTION LE OF SV� MATCH THE COLOR CHOSEN FOR THE N THE SPECIFICATIONS, THE PLAN MUST PROVIDE FOR DELECTABLE \.\ti WARNING SURFACE COLORS OR MATERIALS MAT PROVIDE THE DETECTABLE WARNING MAT. TV Tr 11 /\�^\' NECESSARY CONTRAST, EITHER DARK-ON-LIGHT OR LIGHT-ON-DARK. �P� V TRUNCATED DOME (SAFETY YELLOW OR BRICK RED) RAMP Am F ARES SHALL CONTRAST a, �� ter. MNIC ����P '� VISUALLY WITH ADJOINING SURFACES. """" °"` NOT- "`a1,�,e""a. � O 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. (ARMOR (LIGHT-ON-DARK OR DARK-ON-LIGHT). WATER SENUI RvicE aTr ors __ cm OP O INSTALUTIO`I M�HENRr, luurols - Q1 pmtptNc seavlcE DETAIL SHEET TILE) OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, BUFFALO, WY g`G` ` RISER MCHENRY, ILLINOIS �'} 15 CURB RAMP DETECTABLE WARNING 14202, PHONE: (800) 682-2525 NTS T6 FLARED HANDICAP RAMP NTS m RAMPD01 .0WG 3D P5] (MIN.) CONCRETE _ 17 WATER SERVICE INSTALLATION Nr 18 SEWER SERVICE INSTALLATION NTS . . ���. . PROTOTYPE# S8.2448.11R7 01*11.11 NOTES: • _-_ VTTL CaOR REE WALLS L S NEE DTOTER DIME BUDPIDWAI COLOR. EPMTCH CA1V STEEL SLIDE 2'-6' 6•, Ia2a MI G9N%lE SV9 WIM SAME SUED;'IG WALL COLOR. IHErltEP10R BOLT LATCH- TYP. Ia MS,A At is, LG G MY. SIDEOFWALLSPAPNEDHJGHGLOSSl4'Ht1E SEE DETAIL 2/Af.2 cam FPAW.-- YY-a• CONC. DRIVE-THRU , BOLTED 9TO SHEET METAL �OP � \ /� ^�, n LANE 2 DIE DHATUARO TO MATTE NNCOL Poses BTKGROU POST - PAINT V ' " ' - - - - - - - - - - - - - - - - - - - - AND HARPNARE TO HATCH NE COLOR OF `., �KGBORDER WN/TEIERERS 16[D OIL I THEWALLS, - - - - - - _ - _ - _ Cf HICK Urns PALM V ' 1 AT mE )R Nntsr I � � 1 1FDON T11SIM This: I. rNERICR WALLS A&1 FLOOR OF `/�L\ SENSOR LOOP At EX�IOA _ _ _ _ _ I a °ussnn xws- rm I _ _ i MID SCALED MUST BE APPRO aEANVAE LPAINI CIA) WALL 10 VATCN W/ POSITION EDGE OF I 1 / (— -1 (— 1 0 0 ,i 16' XIW [GKaEIE A10 SEALED l51H1 AN APPROVED EPO%Y LAIN BUILDING - � LOOP 24" IN FRONT m I ° PE°� CEMENT SEDER g it 1 Of THE OPENABLE I I I I 1 LIB re 1ILE Msolo METAL GATE pulrr To o atm PAat FOR Src+v PM ( r _ __l1 n_T.__ ________ ______ _ ____ ____ ________ _riE-{'_� MATCH BUILDING [a0R G O WINDOW AND 12" � L _ _ _ _ J L _ _ _ _ J "� � STEEL POST l AWAY FROlJ CURB 3" /A-°� i I / a•-° s'-5• 4 JtlID L--- -'-�i-;------- ------ -- ----- --- ------ --.1--I++-;--, Ill. FRO .41 Q Luc oT Du aNltts cmL avAix:s FOR SLUM _1_ _� --- F E UNDER CONCRETE [ttaa, ire ° aoun I naloE dnesTw. i ' HIHSiRE IATQITES,SG1 EYBa15ETC. AS T S Fla SLAB SEE MPG. L - - J " L " INDICATED. SEE STRUCTU AL DA'D FOR MORE FINISHED GRADE CmommHIN E INSTALLATION MENU. 'a''"ER-" INFORVATION. VAfx OME1-sE[ PROVIDE CASTERS AT DID OF ¢rn. sNE ruv z-e• Is'-r a GATE LEAF. `: � > Ma A•, Iaaa PEE aeusErt sua AT1H 13 I .', I PANDA RESTAURANT GROUP INC. V � AT le• m A MY. SE rrnn GALV. STEEL CARE Bai6 ® i 3/8' CORRUGATED STEEL DECKING, VAAl MOPIDE DO611RE ADFE EACH GATE LEAF- IF Wt1DED TO FRAME, PARIT ALL SIDES 1683 Walnut Grove Ave. real OAMITre t/2' BIT. EXP. FACE OF BUILDING € a 17-IB' SEE DETAIL 7/AD2 TO MATCH AN. SUFFICE __ ( ) Rosemead, California aux cPOr✓c Feel rent-DOLT 3aNURS AT 5 ,'" JOINT M. DJM OPEN AID aosm IOCLTIas BRACING 0 EACH GATE LEAF 91770 Sf£ CAIL ORAN S FOe Dal LATE NETT CO!lCRETE BASE Telephone: 626.799.9898 P_6• Fa Irnle: 626.372.8288 O SENSOR LOOP O DUMPSTE PAD/WALL Nrs 3 DUMPSTER DOOR FORNT ELEVATION NTs 4 STOP SIGN DETAIL @ PICKUP WINDOW DETAIL Nrs O O TITS Allea:, designs, arrangement and Trans nla ■ ■ ■ ■ ■ MISC015.ENG represented bAt-Is dral are its pmpetAof Panda Express Inc and wee created for use on Cis sped5c pmJed ASPHALT None orlsse Was, designs, anarvJereenls apar,s reFbe PAVEMENT PORTLAND CEMENT CONC . PAVEMENT "s°d "A " �sd05ed '° a"YP°`�"' �'"' a`"P°`a'"' NfENLVI R-7660 SOLID MA7lHOL£ fRNAf & COVERS H-20 ( IF APPLICABLE) Edwm the wrinen Permission of Pal Expm .ss In BRICK OR PRECAST LOADING (GAS TIGHT) (SELF-SEALING) 6" CONCRETE RINGS PAVING OR FIN. GRADE =,-a ..-- AIL NO-WAY Fla GENERA GRADE GO INLET filAP q , . . . REVISIONS: -- SAS GREASE INTERCEPTOR CALCULATION : , RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED _ MANHOLE 1 7-27-11 c n couuENrs OVER FLOW PIPE F (IF REO'D) ° (BASE) -III-- PORTLR40 CDJENT CONCRETE PAVING oN A PREPARED ROOF RAIN TO 3" BEYOND ; .III=1 I — 3 4 SUBGRADE. THE UTILITIES AND OTHER ITEMS IN AIM 804LATH - p[pE FLOW CONTROL NO, OF SEATS GALLONS HOURS OF LOADING INTERCEPTOR _ THE STREET MUST BE PROPERLY COORDINATED WITH THE _ FINISHED 50 GPM (WHEN 4" IN DINING AREA WASTE/SEAT OPER/12 FACTOR S12E I I CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. ANCHOR BOLT I SURFACE 0 EXT, REO'D BY CODE 40 CO TEE I I— THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF -- " I A- WALL 2_0° Y 0" (S) z (GS) x (HR/12) x (LF) = GALLONS (SUB BASE) ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND INLET INCIDENTAL NECESSARY FOR THE PROPOSED RIGID (10) x (1.33) X (1.0) = 692 GALLONS PAVDJENN CONSTRUCTION IN ACCORDANCE WITH THE II•, A - 4° INLET At OUTLET APPROVED DRAWINGS AND SPECIFICATION. • (692) - (173) = 519 GALLONS REQUIRED ( 2. CONCRETE STRENGTH REQUIRED: 0 6" ASV. BOTTOM LESS 25% FOR PUBLIC SYSTEM 1, 7•- 400D PSI CONCRETE W/ 6x6 W/2AX2. 1 WAS & OUTLET PIPES & GROUT BET. INLET CF IF REFER TO SITE PLAN FOR CO"1CR£1E THICKNESS) CAST IRON PRECAST OPENINGS 2. 4° CRUSHED STONE AGGREGATE, ILDOT CA-6 TRANSITION UNDER PROVIDE MINIMUM 1000 GALLON GREASE OR AN APPROVED ALTERNATE GRADATION ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE ISSUE DATE: SIDE WORK TO SLAB MANHOLE STEPS (TYP.) RUBBER SEAL STRIP 0 INTERCEPTOR PER PANDA EXPRESS 3. 12° SUBBASE COMPACTED TO A MINIMUM DENSitt OF STRENGTH OF 4,02E (PCI) PSI AT 28 DAYS. CONFORMANCE __ JOINT BET. PRECAST TO STRENGTH RETIREMENTS SHALL BE DETERMINED BY 07-05-11 BLDG PERMITSET TO END AT DAYLIGHT SECTIONS 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ACT STANDARD 318, LATEST EDITION, SECTIONS 4.8.2.3 AND ASTM D- 1557 . DENSITY TESTS SHALL BE PERFORMED EVERY 5,000 S.F.TIE TO STORM SEWER cAPAcltt: teed GULads 1 ( ) 43.3. --- NOTE: SEE PLUMBING DRAWINGS ONLY If REQUIRED. SOLD EARTH BEARING 4. 1/4" PREMOLDED ASPHALT EXPANSION JOII srF SET 1/2" FOR SIZE Of DRAINS WATER LEVEL— ((MIN. COMPACTION 959 BELOW PAVEMENT TOP 0 20'-0° O.C. MAXIMUM. CONCRETE SHALL BE REINFORCED WITH 6x6 10/10 WIRE MESH OR BACXFILL W/J75 LIMESTONE) "— ODRAIN LINE DETAIL Nrs O GREASE TRAP Nrs O CONCRETE PAVEMENT Nrs • ■ PVT015.EA'G ■ NOTE: CONCRETE CURBS SUB-GRADE SHALL BE COMPACTED TO 95% MAX DENSITY AS DETERMINED BY AASHTO T-180. 'IF CONCRETE REPLACEMENT DATE: 05,09,11 HIH BSE COURSE SHALL BE REPLACED WITH AN B" 3020 PSI HIGH EARLY CONCRETE TO TOP OF EXISTING 48" (V.LF.) P.V.C. SENSOR BASE BE AREA SHALL BE PLATED OR PROTECTED ON THE DAY OF POUR. EXISTING SURFACE 2- 1/4" x 2- 1/4" 2 I/4• 5/8, MUST BE SAW CUT TO AN AREA 5 FEET BEYOIM BASE CUT. HOT ASPHALT -- 6"X6" 1.4 x 1 .4 W.W.F. PERMANENT HOT ASPHALT REPLACEMENT ® ALUM. POST WITH CUT 12" CLEAR OF 8" HIGH EARLY CONCRETE APPLIED IN 2 INCH MAXIMUM LIFTS POWDER COAT PAINT SENSOR Loaf. GENERAL NOTES: PANDA PROJECTS: S8-11•D2680 I 5' TYPICAL 5' TYPICAL FINISH. COLOR TO BE SAW CUT 1. BASE REPLACEMENT SHALL BE TE- PSI, 'VERDIGRIS GREEN° P.M.C. SLEEVE THRU HIGH EARLY STRENGTH CONCRETE- ARCH PROJECT 4: 2011.0081 CONC. CURB.PROF P.V.0 2. SHALL BE CONCRETE SURFACE SAVE e• :v F-TQ a F7 GONG, C R PROJECT SHALL BE REPLACED CONCRETE WITH THE SAME ALUM. CHANNEL (Y,(( fr.(�j 1• ISYf I I 1O' TIRO CONC. PAD TYPE OF MATERIAL THAT EXISTED AT 0. ' STUB UP 4" To 2"X 4" THE TIME ER REMOVAL, OR AS APPROVED O Q ARCHITECT: J-BOX BY G.C. BY ENGINEER. CORE DRILL SIDEWALK I - ' EXISTING BASE a EXISTING BASE 3. MINIMUM ASPHALTIC CONCRETE SURFACE AND SET ALUM. POSTS �/ {11R ARCHIEChPE 6" DEAF GUARD POST e ' 4 a OVERLAY THICKNESS SHALL BE ONE (1') IN CONCRETE GROUT- I ) Lf D � 6" DIA & 12" OFF INCH OR AS APPROVED BY tltltlbbbJJl ENGINEERING 45 O G ' i ° CURB FACE ° ° DOMEIER COORDINATE EXACT Ono � d LMENKrtDESIGN I j e LOCATIONS WITH PRE- ] SPEAKER PEDESTAL 1 ' TYPICAL I - 4. ALL JOINT GINS SMALL BE MECH- �-- 1 " CONDUIT FOR COM- SUBGRADE n ANICALLY SAW CUT. FABRICATED RAILING PROJECT MANAGEMENT MUNIGPONS TO DRIVE EXISTING SUBGRADE (COMPACTED = SECTIONS AA 004320 THRU BOOTH COUNTER TO PAVEMENT RESTORATION CA 8660 STUB UP 4" TO J-BOX LJ p 95R MAXIMUM 1 , L0141TUDINAL CUTS MAY REQUIRE 1 /2" THICK ALUM. OR STEEL BY G.C. DENSITY) THM' OVERLAY/RESURFACING OF THE FULL PANEL USER-CUT IN CUSTOM boo CO ALANDO, UDIZO m2TOO 8N MENU BOARD THIS DETAIL JURISDICTIONAL SHOWN FOR PRESENTATION WIDTH DOFF THE TRAVEL WAY. oRLANno, FL�OA 72804 ONLY. EDPRORTOAPPROVAL IS TO BAMBOO PATTERN. ALL PANELS NOTE: PH 407,629,9124 I 1 " ELECT. FOR POUR O REWIRED PRIOR TO COMRUCTIW. 2. CUTS AT INTERSECTIONS REWIRE OF STREETS TO HAVE POWDER COAT PALM FX 407.629.9124 TO ELECT. PANEL. STAR GENERAL1,Y MAY REWIRE A COMPLETEFINISH. RAILING PROVIDED BY PANDA, UP To J-Box BY G.C. OVEALAYJRESURF11 AN A THE END OF GREEN" COLOR TO BE 9/ERDIGRIS INSTALLED BY CONTRACTOR. ALL RET RN 11 ,0M ALSO TO GREEN" NEW PIPE CLIF WPOINT HICTi 1e IS GREEET ATER, THE IQ NNEIH M. V_� P.E STAMP:3. RE L P.Ec. Aro2.a6671 STATED REQUIREMENTS WILL BE AS a O8 MENU BOARD SENSOR LOOP NITS OPEN CUT REPAIR AND/ORON PUNS APPROVED PERMIT HTS 10 PANDA STANDARD PATIO RAILING NTS 11 NOT USED 9 ■ U111-018.D'AD UIL032DW'G gg tl Is MTFlFlM4r . um xru+u -L G-9 11-1 N-2 m:0 AMV'rzTi. Sul' tEll nFAIsFF,%e „ U� m°�P rn o o $:w W Al MR a ss w.,.x,: ,a �cHENgy °oam°a� ' 240 2IeA � wP1FM �r °w — PANDA EXPRESS w . o kv. "MNsc Jk� 747 a � r „ ,RF), „� F.,, � m MCHENRY, IL TrTH \ \ a cw.ml es,SE,n.I " �gNIT R� r= Lao a., . . _ g7AUs.a a ,:MOST.: u.,p - rsa�n NL91 ..,., a - - - RI MCHEN 53 B WIX p SMONA CAI [All °„n rA oI OMP T..r .K w x �.. , p „n u„ux rg y.. ., Ex Wt n w.usl ..,IA rich, « " la rt_ t w`s ',••iv-*u m., n «« eA ��� m rw.4 a roe ro ,e >a, I :, RT """ `""""` RY IL Dam FOR WIVE ELEPATUS a OUTsanpas rrn� u �sr•.U'reA. .«.,. wMw..a _ 2i :c�'Ck s$ m Wro n e FM , it aan WT ,K USIA a IRS Wu. sT,c. 10 ,� n,. :w.>:.�, aN �1 _ C5 SANITARY MANHOLE yK � R E DATE _ :. DETAIL CITY OF ' a-2o-o> LMcHENRY, ILLINOIS ,..�. ,, . m.""' "�r.'n" r'"`:` a. . STORMFulea'MANHOLE .xm CITY OFF upwau"n_ - CATCH 6ASIN� CITT Or 1 VA"Fis Mc HENRY. IILLINOIS w DETAIL M[VIENRY, ILLINos � DETAIL SHEET �covER oei c-.a, MCHEN RY, Il11N015 TYPE A 12 NOT USED 13 SANITARY SEWER MANHOLE NTs 14 SANITARY SEWER MANHOLE COVER NIS 15 STORM MANHOLE DETAIL NTs 16 CATCH BASIN NTs I PROTOTYPES S8.2448.11R1 01-i t•11 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION PSI E , � t 1 ..z Q 60000 Toro 570Z-6P 8' radius 30 IT o T m 22.8 2 D399.2 31 .9 45 22 .8 &' @ (' (0O Toro 570Z-6P IDP radius 30 ^\i ,i 13z" r; . 0 r ,r n •o Turf Spray, 64poPUP e O 2 . a 1 - 2 In lYv � Toro 570Z-6P 15ral 30 9 . . I 0 x 7 TO r Turf Spray, 6" popup. " A ; 0 lists® ® g Toro 570Z$P Turf Strip Spray 30 25s 4ccssr s Ss TUrispray 6" popup. FT C H I NEST I . avnomEsowr o A p ♦ ■ Toro 5705{B-100-PC 30 Vd' CON CHI El E It - 25 sa gee r0u Flood Bubbler on shrub nser 3L5 1 I v PANDA RESTAURANT io zo .o !D RANT GROUP INC. v o SYMBOL MANUFACTURERIMODEUDESCRIPTION 1683 Walnut Grove Ave. ri I 3 I NOTE Rosemead, Califomla 7 INCH = 20 FEET Taro DZK-TPV-/-LF 91770 .o >A m ADOM To Onp Zom It 1" TPVvaW, filter, low-flow regulator. , gv.cu wo.rr r \ \ _ r I l swift Telephone: 626.799.9898 \ fil I Toro T-FCH-H-FIPT FacslmI 626.372,8288 ,\ A l r Flush Valve plumbed to flush manifold at low point.IT / - \ . I V14 � 4 � Toro T-VD-500-34 Dnpl ne Air Relief Valve plumbed to drip tubing at each high All ideaz designs rxmrgrment ard plansiMcaed a Point i 4 , Ir `IA - Eroresilnc. andrepresented ywerds call wee ueaW loros onths seolopri [ �v` a4 -- `7r ^ ° i Area to Receive Dnpine Nom of these deaz dentin, mragaixed; aptare Troy be al al4, @1 Toro RGP-218 I181 ed adisclosed Worry Person, frm, orcorpaa'on + - Ir`° Landscape Dnpinewth Rootguard Protection and053gph w NNe vntlenpamvsdon of PandaEryrersfrw a/a ' h emitters at Hl o.c. Dnpl'ne lateral rows spaced at 16" apart, �a4 1, 41 with emitters offset forlrian tte . ',. � � / 1441Ie 1 �/i' Pa m - OF . " REVISIONS: �j� SYMBOL AIANUFACTURER/MODEUDESCRIPTIOM � rau .e ^_' 7 T` ` I " - Toro 22D-26-00 NOTe ass Electric Remote Control Valve, with 60 Hz SpikeGuard Br c _.._...._ + -: U 1 solenoid. NOTE _ .... r curn4.non exur Toro 100-2SLVC nas.s nwsas ciss. wwrr vwn.cTrnvem n ❑ varww sssre.oa..er" rro co._e„ rt=nav,,<,rt•+xa � V . ' I " � .._. 1 ", two-piece, single lug quick with vinyl r , rover. 4,. '� _ 0 S C A , G' Toro Shut Off Valve 9,qN P-220 SERIES _ _ \� \ , :,€ -. _ 9♦ .. .. r . 111 BF Febca 8 Double Check Backflov Prevenlor per Civil ISSUE DATE: CONTROLLER NOTE C\ \ . i Taro C -M12 \ seas-orr�,ns aaroa Irrigation Controller, 12 stations, indoor mount Internal 1 transformer d ' \ -- sr ra r sosa s+ uvrxv� , iv - � .»'i Q Toro TARFS o \, r l °eA c €' Wreiess Ran/Freeze Sensor Transmitter and Receiver. Mount w o pL Sensor Transmitter as noted or approved mount Senor Receiver next to the Irrigation Controller as noted or approved, use controllerpower cropbonal transformer. Adtustshutoff -" points. Baseline WaterTec S100 DATE: 07-27-11 �2 FM] Ref. MeterI" Ref. Gvr7 litigation Lateral Line: PVC Class 200 SOFT 21 PANDA PROJECT k S8-11-D2689 J - Irrigation Mainline: PVC Schedule 40 ARCH PROJECT # 2011 .0081 _ _ _ _ _ _ Pipe Sleeve: PVC Schedule 40 VALVE SCHEDULE Typical pipe sleeve for irrigation adtheir pre. Pipe sleeve sae easily hag allow for litigation pipingand their related couplings to esity 'NTE"YW slide through sleeving material Emend sleeves l8 inches ARCHITECT: NUMBER MODEL SIZE TYPE WIRE PSI PSI CA POC GPM PRECIP beyond edges of paving or construction. ARCHITECTURE 1 Toro 2201261100 1-12" Turf Spray 273.9 36.46 42.89 31 .47 1 .25 in/h Valve Callout ENGINEERING 2 Toro 220-26-00 1-12" Bubbler 220.2 37.18 40.75 22.80 58.21 info Valve Number INTERIOR DESIGN 3 Taro DZK-TPV-I-LF 1" Area for Empire 207.5 34.71 35.44 9.24 0.42 UAT # # Valve Flow PROJECT 4 Toro 220-26-0D 1-12" Turf Spray 216.7 35.94 45.08 31 .89 1.23 m/h #" Valve Sae MANAGEMENT 5 Toro 220-26-00 1-124 Bubbler 227.5 36.87 41 .17 22.80 58.21 inm AA 004320 Common We260,2 CA 8660 604 CDURTLANO STREET, SUITE 1004 CRITICAL ANALYSIS OR ANDO, FLCRI.6 3500 PH 407.645.5008 Generated: 2011 -07-26 16'.55 STAMP: P.O.C. NUMBER:01 Water Source Information: Ref. Evil FLOW AVAILABLE Water Meter Size: 1 " Flow Available: 32.50 gpm PRESSURE AVAILABLE Static Pressure at POC: 60.00 psi Elevation Change: 0.00 R Service Line Size: 12" Length of Service Line: 0.00 tt Pressure Available: 60.00 psi PANDA EXPRESS DESIGN ANALYSIS Maximum Station Flov: 31 .89 gpm MCHENRY , IL Flow Available at POO: 32.50 spin Residual Flory Available: 0.61 spin Critical station: 1 RICHMOND RD, & RT 53 MCHENRY, IL Design Pressure: 30,00 psi Loss Elev. high head to valve: 0.00 psi Pipe Loss Critical Head: 2.00 psi Loss Fitting Factor. 0.20 psi Loss through Valve: 4.26 psi EVERGREEN -',- Pressure Req. at Critical Station. 36.47 psi DESIGN GROUP Loss for Fittings: 0,20 psi LundI m5ins:rs s Canimir.,,,ts Loss for Main tine: 2.25 psi Loss for POC to Valve Elevation: 0.00 psi Loss for 5 Rac . 0 psi L 11 Loss for Waterer M PAater. .90 psi Critical Station Pressure at POC: 44.82 psi - Pressure Available: 60.00 psi Residual Pressure Avalable: 15.18 psi 1 (800) 680 6630 IRRIGATION 2500 City West Blvd Sb 300 Hounon, TX 77042 PLAN ct'crgrtcn,Lsig,grwup>Kt PROTOTYPE4 SB-2448-I IRI 01-11-11 IRRIGATION NOTES -..■, 1 . CONTACT IRRIGATOR PRIOR TO BID/INSTALLATION IF DESIGN ASSUMPTIONS ARE NOT ATTAINABLE. 2 . CONTRACTOR TO CONTACT PROPER AUTHORITIES AND LOCATE ALL U11LIDESPWOI2T000NSIRUC770N. l O PNH_RI EFAEE 3, THE LED, COORDINATE PLAN I GENERALLY INSTALLATION WITH AND REPRESENTS TILE INTENT OF THE WORK TO BE `\ I 1 , Q PETER III)P-Ma sFauuEa .C�XE-� INSTALLED. COORDINATE IRRIGATION INSTALLATION \VITH PLANING FLAN AND S11T CONDITIONS TO �' ` ti " F1w91 cRACE71ly s PLuON �; VAIH YeJ HA:a 1EVS[RIeEBNP1c i p PROVIDE COMPLETE COVERAGE N'IT}i h11NIM11M OVERSPRAY. ACTUAL I.AY01T OF PIPING, SPRINKLER HEADS, �, nN 4 r -. VALVES. CONTROLLER AND RELATED EQUIPMENT SHALL BE DETERMINED ON-SICE. FOR CLARITY PURPOSES, 2 Oa POI PAN E.,B SPRAY SPIIN'LEa. Q PVC SCHFLUE1 xATIFFI ADLWI ID PROPOSED M1 ELIG ` ^ SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN HARDSCAPE AREAS ]t71HOlT ACCESS SLEEVES - '' PILE ffB� ` e O V ' THESE LINES SHALL BE INSTALLED 1N A COSIMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. Q Px LN'H PILE . 40 ITCH PVC SIM 40 ELL 4 MINOR FIELD ADJUSTMENTS SHALT. BE MADE AT NO ADDITIONAL COST TOTHE OWNER VOU ELM✓i1PPE:N END a Q PVC SET 4E STREET ELLMODEL , c ~ O vc La EFu- ff © FVC LATERAL Flff O O 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BE FAMILIAR \l7TH ALL GRADE G O (� PVC vx a TEE rR BILL q Q DIFFERENCES. LOCATIONS OF WALLS. STRUCTURES AND UTILITIES AND MAKE 1}{T: NECESSARY ADl[IS7T17MS v\ s AN BIRD Mnri S;_CE TH TO ACCOMMODATE THE IRRIGATION SYSTEM AS DESIGNED. DO NOT NILLFTLLY INSTALL THE IRRIGATION �o © 1 v>I a TEE Ge 1 yFT rsF. SYSTEM AS SHOWN ON THE DRAWINGS WHIENIT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, CH I NE GRADES OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE, ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD 13E BROUGHT TO THE ATTENHON OF THE IRRIGATION DESIGNER. IN \ (` THE EVEN THAT THIS NOTIFICATION 1S NOT PERFORMED, THE IRRIGATION COEI RACTOR SIVI ASSUME FULL 6 7 7�� f PA14DA RESTAURANT GROUP INC, RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS. ° s a 6 1683 Walnut Grove Ave, 5, THE IRRIGATION CONTRACTOR WILL SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES Rosemead, California UNLESS OTHERWISE NOTED. ALL LOCAL CODES SHALL PREVAIL OVER ANY DISCREPANCIES HEREIN, 91770 1 1 I I �\ 6. AEI- WORK SHALL BE INSTALLED IN ACCORDANCE Win[ APPLICABLE CODES AND ORDINANCES AS PERTelephone: 628.7999898 LOCAL AND GOVERNING AUTHORITIES AND THE NATIONAL ELECTRICAL CODE AND ITS GOVERNING PUP '- UP SPRAY SPRINKLER ROTOR POP - UP SPRINKLER FBI 626.372.8288 AUTHORITIES 7. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRN47}{E STATIC WATER PRESSURE IS AT LEAST 60 PSI. IF STATIC WATER PRESSURE IS LESS THAN STATED, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE AN ideas, designs, arangernerd and plmsinicMed v IRRIGATION DESIGNER IN WRITING. SHOULD THE IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE repteserded by the bamng are the pfopedy of PMMS INSTALLATION WEEHOUT THE APPROVAL OF 'THHE IRRIGATION DESIGNER, 'TFHE ]IRRIGATION CONTRACTOR WILL � LCH FINISH GRADE/TOP OF HU Epass Irw. aM nva Heated to use on Ws spedf< prgect ASSUME THE RESPONSIBILITY ALL COSTS INCURRED TO ENSURE THES7'STEMIS WORKINGf7ROPF:RL]'. NO Qi aD VIiNFE, ctcrtcnLEr;crH DF a O2 Du1EJ:-cw=LEHO VALVE, time E4 these ideas, ded9ns, arangaments or Runs may be FE CHANGE ORDERS WILL BE AUTHORIZED. @VNTER ROSE CONNECTION BCO MODEL 825Y us" byaasdasaa to Deny person, Eml, an.paeEm 12 TO 4 15 t or 2R O3 VIX VE 6-114CH s WITH COVER, NHthoutthe mltlen pemlisew of Penda ExpessITTA R. CWRDINAlE ]17TH THE GENEW\I. CONTRACTOR TF{Fs LOCATION OF THE ALTO.MA77C CONTROLLER. AND TILE HCAG �kkE EUVTEM V LVE. tg fYV Ja a OF -- 21NCH, SCHEDULE 40 SLEEVE LEADING TO IT. 'THE LOCATION SHOWN ON THE PLANS IS GRAPHIC ONLY. N IS TRAIN BIRD PDA A D a"1 P�" IIMnsH°Pcaa ENSURE FIELD COORDINATION IS MAINTAINED SO PLACEMENT LOCATION IS CORRECT. a, DINS a Ovnlz i eoAs iTE covERSOP PVC CRT IRCOUtREOR L © BR 4 a OF REVISIONS: 9. THE GENERAL CONTRACTOR WILL PROVIDE 120Vk-AC POWER SOURCE AT THE CONTROLLER LOCATION. THE -I- e QFnrtsH cRADEiTOP of PULDc Sc ao STREET ELL IRRIGATION CONTRACTOR WILL ISIAI:E '177E FINAL CONNECTION FROM HHE ELECTRICAL source TO THE s OPVC scH eo RIPPLE ![LOSEOPv REDUCED PRESSURE BACKFLOW ASSEMBLY PVC SCH 4a TEE ORELL CONTROLLER GPvc SCH 4u ELLRIPOs PVC VAINLINE PIPE o' db53°�' GPOrLENGTH AS RECUTREm 10. A RAIN SENSOR WILL BE INSTALLED IN THE VICINITY OF THE CONTROLLER - COORDINATE, LOCATION WTI Fi ® Pvc sa 40 ELL THE GENERAL CONTRACTOR. IT IS THE RESPONSIBILITY OF 7HEIRRIGATION CONTRACTOR TO ENSURE THE ®BR ` F 4R 02' 2• REDVCOD STALE v7 RAIN SENSOR IS PLACED IN A LOCATION \THERE IT CAN RECEIVE ADEQUATE RAINFALL (WITHOUT c .MINT NNTAAIIINLESS STEEL DEAR 1©Pv u - PIPEO OVALE`T OBSTRUCTIONS), IFITIS PLACEDIN AN INADEQUATE LOCATION, THE IRRIGATION CONTACTOR MAY BE @BCH LEN0HIPIPLED[NR AND IACHsLP>oRrSYSTEM REQUIRED TO RELOCATE IT, AT NO ADDITIONAL COST TO THE OWNER.. SCH 40 ELL 01 SCH 40 TEE DR EL 11 . 24 VOLT VALVE MIRE SHALL BE A MINIMUM OF P14 GAUGE, UT. APPROVED FOR DIRECT BURIAL, SINGLE GPVC SCH 40 VALE AT AP7Ea CONDUCTOR 7RRICATION WIRE' EACH CONTROLLER TO HAVE A DIFFERENT COLOR STATION AND COMMON ® Pvc LATERAL PIPE WIRE. TWO (2) SPARE GROUND WIRES SHALL BE INSTALLED FROMCONCROLLERTOTIHEFAR'THEST VALVE IN NOTEi Fo ilia FITTINGS UA'i PIPING Hx,IT,ArLrcn IDENTICAL TO EACH DIRECT101M ®a - INCLI M flV Mu cPTH L 1. NOMINAL L [ AT LAIC VALVE T E SIZEISSUE GATE: ' STATION WERE - ANY COLOR EXCEPT WHITE OR BLUE " COMMON WIRE - WHITE • EXTRA COMMON WIRES - BLUE REMOTE CONTROL VALVE QUICK - COUPLING VALVE 12. NITRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES SHALL BE I I I I ----'- LOCATED IN A 61NCH ROUND VALVE BOX- --- 13 EACH VALVE 70 RECEIVE A PRE-MANIJFACTIIRED, NUMBERED \VAITRPROOF TAG. TNSNMBERTO (D MAN BIRD CO'UTOLMU CORRESPOND TO ITS VALVE SEQUENCE OF OPERATION DN THE CONTROLLER. anoo BIRD r SEPTA =III=III= sre mRIEm DEFAIL 1 ' ' 14. VALVEBOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, NITH 3 INCHES OFCLEANPEAGRAVEL ------------"-"""'-"""""--'-"'""- �- - DI -INCH Pvc SCH 40 CONCUR � -.,_.....--�.. I AYp FiT1l:GS VCR VALVE NITRES LOCATED BELOW THE VALVE. USE10 INCH ROUND VALVE- BOXES FOR ELECTRIC VALVES AND QUICK COUPLING VALVES. L OSAMiTROLILF NiERFACC SENSOR _ cg © CAa' E HARNESS FOR CONTROLLER DATE: 04-05.11 I5. USE SCHEDULE 80 RIGID PVC SWING JOINTS WITH MA RLEX 90 DEGREE FILLS FOR ALL QUICK COUPLER . l 4 41 JER ACE (30' MAx uUM) . I CONNECTIONS. 'P 4 9 O5 GRCM. D WIRE GROJRNEING TO GRID "®® -® IG. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR 70 FINISH GRADE 1tNLESSOHHPR\t7SESPECIFIED. © duwNCnonBoz - O .d. � 1/2-INCH RC KIT 40 CUIDLrt -III-III-III-III-III- F.-I-' PANDA PROJECT #: SB-11-D2680 17. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER TREADS AND VALVES FOR - - - TO LOAN SUPPLY _ r= - -� - OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO MI S7REETS, \VALLS, ETC... B 01/2-1%;CH INC SCH e0 CCNDUfT - - - ARCH PROJECT # 2011 ,0081 6 2 � r - - - - - - - - - - - - - ill- =1 18. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF 1 INCH FLEX PVC. THE FLEX 7 PVC SHALL BE SOLVENT MTLDED TO SCHEDULE 40 PVC FITTINGS WITH MkFLD-ON 11795 SOLVENT AND NP-70 �" OR GREEN PRIMER h9E5 - ARCHITECT: Ca I 'MERPLANA TO HERE AIRES ARCHITECTURE 19. INSTALL THE BACKFLOW PREVHNTER IN A LOCATION SO IT WILL BE CONCEALED FROM PUBLIC VIEW (E. 10 HERE WITHIN A HEDGE ROWE 1 FOR BEST PERFGRVANCE, THE CONTROLLER 0 ENGINEERING NTERFACE SHOU-o BE INSTALLED AT LEAST FAE INTERIOR DESIGN FEET ABG;C TV E COMTE. � � y � ^" P" "` °"-' PROJECT 2. N l9 RECCuu:NCED THAT TEE CCNTROLLER 20. PIPE SIZE SMALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE INTERFACE BE INSTALIEO AWAY FROM SOURCES of MANAGEMENT SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BE APPROVED. INTERFERENCE (SUCH As TRANSFORMERS. CEc7a GL NERATO6s, PUMPS, FANS, ELECTRICAL PETER - J AA 004320 21 . LATERAL PIPE SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12 INCHES. MAINLINE PIPE AND MIRES SHALL BOXES)COIAII ic4D RETAIL.NDDEEPIECTE TO MAXIMIZE - - - - - - - CA 8660 BE INSTALLED AT A MINIMUM DEPTH OF 18 INCHES. mRs+c oETUL 604 CRN B 60 WnPo suits To IN ADJACENT E NT L PEES MAY BE SHOWN UNDER PAVEMENT FOR GRAPHIC CLARITY ONLY. INSTALL THESE PIPES HYBRID GONTROLLER/YVIRELE55 RAIN/FREEZE SENSOR IRRIGATION SLEEVING ° °"ND°P FLORIDA 43x5� ]N ADJACENT LANDSCAPED ARRAS. ---' 407.629s124 2.1 ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO FINISH GRADE AND WITH A CLEARANCE OF TN`O INCHES (MINIMUM) FROM THE EDGE OF ANY HANDSCAPE UNLESS OTHERWISE SPECIFIED. INC TEE. I . MAXIMUM LATERAL LENGTH (FEET) PVC MNHFOLD LINE. 24. ALL SPRINKLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED FOR OPTIMUM COVERAGE WITH it - --- I EMHrrER FIOH RATE GPM MINIMUM OVERSPRAY ON WALKS. STREETS. WALLS. ETC. .. P;C MAINLINE. II ttP�CAL FPT ADAPTER AND 12' SPACING 18- SPACING 24" SPACING I i COMPRESSION COUPLER. ( Pc1 0.6 0.9 0.6 09 0.6 0.9 1 � � 25. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLEDAS PER DRIP VALVE / FILTER / jl \ I J� MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. REGULATOR. 3/4" PVC LATERAI m 249 96 AS 171 442 171 - 20 249 t91 350 171 442 340 COMPRESSION ADAPTER: TYPICAL CFFSET PIPE. 30 307 235 4: 333 550 422 RAIN BIRD 600-CF- 1 . / 26. CONTACTOR SHALL NOT DISTURB ROOTS OF EXISTING TREES. THERE SHALL BF- NO MACI{INE TRENCHING 2• FgOln 40 350 765 495 350 627 171 USE AN ABS TO FVC BONDING tfNOseAPE `�1, BELOW THE DRIPLINE OF EXISTING TREES. HARDSCAPE, 4- 50 12s 96 17s 13s 216 171 SDLVEIIt FOR GLUING ADAPTER 10 pg1PLINE TUBING. �, FRGI PLANTED 60 125 96 175 135 218 171 FVC E.27. �\ 14' POLYETHYLENE � I WATER SOURCE: DRIP VALVE III WHET ER OR GILLED FOR ON DRAWINGS BY THENOTES SPECIFICATIONS OR DETAILS SHALL BE FURNISHED AND INSTALLED AF�E,t OR PC HEARER. OR LATERAL FROM VALVE WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICAIIONS. - TYPICAL GRID PRECIPITATION RATES (TAINT) IhAXIN1UM FLOW PER ZONE LANDSCAPE DRIPLNE TUBDIG, COMPRESSION )EMITTER ROn RATE MAID GPM PSI LOSS (^"-� FITTING EMITTER LATERAL IN PVC 1.1ANIFOLD LINE PANDA EXPRESS WORK AREASNIJP. NANEDURIN , OLD ORDIONERLY CONDITIONPREPARATI A LEXCAND TALLATIOTERIALEEP ALLPAVED INBACKFNAND ALL 1 ". NUB PVc TEE. WORK AREASINANEAT. ORDF.RL]' CONllITION. ALL EXCA\`ATEDMATERIALSNOT USEDINDACl:FILL \ILL BE I ORIELTE SPACING �nanc SPACING a6 0.9 SCHEDULE12' 47 GLM HE<DE7 SIZE AS NOTED. 12 12 0.96 1.44 1/2' GP .7 PS POLYGON SHAPED DISPDSEDDF LEGALL]' OFF THE PROJECT SITE. 3/4' 6.3 GPM 5.6 P6 4 PUNISH CAP: RAIN BIRD MCHENRY IL _ 10 10 0,28 1 .03 AIR RELIEF VALVE AT 24 24 0.26 0.41 IN 13.5 GPM 2.9 PSI. MDCFCOUP Yi ITT AIDCFCAP. E I HIGH POINT, IF t-1/2' 33.94 GPM 2.9 PS' AIR RELIEF VALVE: RAIN BIRO 29,PLACE IRRIGATION CONTACTOR SEER T DISPLAY A WHICH VALVES C COPY OF THE IRRIGATION LAYOUT NE, IND'�CATED. 2' 52.4 GPM t9 as1 PLACE IT IN THE CONTROLLER'S COVER TO DISPLAY \VHIC}{ VALVES COVER NHICH AREAS, ANT) \VIHAT ZONE I HI HAVE BIT, INSTALL AT ttPIGL GRIP LINE LATERAL FLOW PER 100 FT (GPIA7 POLY PPE HEADER SIZE HIGH POINT OF SYSTErt. RICHMOND RD, F< RT 50 NUMBER THIAf THE RESPECTIVE VALVE IS. WITH EMITTER A EPHrER 1z' 1e' z4" 1/z- n 7 GPM e.e Psi _._-.-._._ MCHENRY, It. SPACING EMITTER AS NOTED. ROPE VI2NG sPI.CINC SPACING 3/4' 63 GPM 6.3 PS 1 30. TURN THIE POLLOWINCi TENS RN TO THE OWNER I1IaoN COMPI.IETION of TIP. INSTALLATION: TIE CO'NN STAKE AT 1 ' 13.s GPM 4.e Ps. 1 A) (2) QUICK COUPLER KEYS ALL TEES. ELLS, AND o.fi cPH 1.O GPM o.67 GPM. 0so cau 1_1/2' BILE GPM 26 PSI --- B) (1) CONTROLLER MANIAL AT 4' O.C. AT CLAY, 0.9 GPH t.5 GPM 1 .0 CFM 0.75 GPM 2' 52.4 GPM s2 PSI C) (2) CONTROLLER KEYS 3' O.C. AT LOAM] OR EVERGREEN 2' 0 C AT SAND, ROPED CONDITION NOTE: D) IRRIGATION SYSTEM AS-BUILTS (AS MANY COPIE S AS REQUESTED) DETAILING ACTUAL FIELD O 4 I . DRIPLJNE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE DESIGN GROUP LOCATIONS OF MAJOR IRRIGATION COMPONENTS AS WELL AS WIRE SPLICE BOXES. RUDER VALVE OR OHENEVER POSSIBLE. CAP AT LOIN END. 2. INSTALL AIR RELIEF VALVE AT HIGHEST PCIHT. Landscape M.7ipzrs BCmisuhvrt. AS NOTED. 3. ri CRMAL SPACING MUFTI THE TOP 3s OF SLOPE, 31 . NVARRANTY: THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABORAND END FEED EXAMPLE CENTER FEED EXAMPLE a. INSTALL DRPLNE AT 2574 GREATER SPACING AT THE BOTTOM IS OF I I . MATERIALS) 7O REMAIN OPERATIONAL FORA PERIOD OF 12 MONTHS AFTER THE DATE OF FINAL ACCEPTANCE. THE SLOPE. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER NONOPERATIONAL OR THAT 5. MEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOh1 3s L IS OPERATING BELOW STANDARDS AS DETERMINED BY THE- O\VNER, SHALL BE REMOVED FROMITE SITE AND ON A SEPARATE VALVE. /A\ SHALL BE REPLACED. REPLACEMENTS SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND. AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO I (800) 6 Alt 6d IRRIGATION ACTS OF GOD, VANDALISM, AND/OR THE OWNER'S IMPROPfER MAINTENANCE SHALL NOT BE COVERED BY THIS TYP, RANBIRD DRIPLINE REQUIREMENTS 2500 Ci1Y Nbst BEd, Ste 30U WARRANTY. HEMMED, TX 77072 DETAILS aF�ma4=iOlawpan DonTVYTV L!4R20 WAD 140H ni H4 as PLANT SCHEDULE IF IF e ,� TREES CODE OTY COMMON NAME / BOTANICAL NAME CONT CAL SIZE O RDh1 2 Redh9aple / Acerrubrum CONT. 2'C2110' ht tP CP GH / CC 10 Eastern Redbud / Cerclscanadensis CONT. Z'Gal min. B' tit O IS - O min. 3 trunks total Z' G, O /� \ \ , • 1 SHRUBS CODE CITY COMMON NAME / BOTANICAL NAME CONT 9 �O Les 32 Little Blustem / Andropogonscopanum 1gal SVF SE nil I OCHK 30 Red Chokeberry I Aroma arbulifdia 5gal a „�, � PANDA INC I _ pG m o +o o VDA RESTAURANT GROUP i4 , `� 1 / = —�f� o CCC 8 Cranberry Comneaster / Cotoneaeterapi� fanrs 1gal 16B3Wa1nutGroveAve. VFW Fr Rosemead, California 1 INCH = 20 peEr 0 NISV 36 Mesetve Holly / Ilex x meserveae 5gal 9177D @B Telephone. 628.799 9898 recsmrge: 828.372.8288 _ - MAH 5 Oregon Grape I Mahon its agwfolium Ego! GG 2 SHRUB AREAS CODE Oft COMMON NAME / BOTANICAL NAME CONT Al ideas, deagn re s engamem and plarsiMra`cd a ' R represented by the dreMn9 are the property of Panda :. W`VV I ,�'�' - 6yresz lnc. end mere aeeted for use on 0as spy cpr9ect �' PC 36 Pur le Conellower / Echina<ea ur arsmayla P P purea 1 at. pot@ 18" oc None of there ideas, designs, s'rengenenls a used by a disdosed to my persor9 Fin as egsIm'shout the mittenpereF of PandaE+pr IF fi GH GH 2p / . 6 4 1 ( o ., VPAJ 160 PenvnnIde / V minor 4"pot@1B' oc GG is B5 ' F REVISIONS: 12 SOD/SEED CODE OTY COMMON NAPAE / BOTANICAL NAME CONT r a GGG q .. 5 GG SA 4,086 sf M tin Turf Exrs g / sad .-.... . ...._— 2 L ` _ S ,l - Z<984e 5 GG - _ 0 Existing Tree - to be Retained 1 l S JM Existing Tree - to he Removed , 1 ---- IS 4'1 No mitigation proposed due to small size of existing trees (<4" caliper) ISSUE DATE: N O GG a CITY OF MCHENRY, IL. - LANDSCAPE REQUIREMENTS SITE DATA: Site Area: 357230 sf Landscape Area: 6 , 250 sf (17%) DATE: oa os11 O s - � PARKING LOT: PANDAPROJECTk SB.11-D2680 Continuous Screening provided between Parking Lot and Public ARCH PROJECT 2011 ,0081 ROW. Compatibility standards are not applicable due to neighboring commercial use. GENERAL LANDSCAPE NOTES ARCHITECT: INTERPLANJ 1 . The General Contractor is responsible for removing all vegetation and leaving all One Landscape Island provided min. every 15 spaces and at the ARCHITECTURE landscape areas at two inches below final grade. The Landscape Contractor will provide end of each parking bay. ENGINEERING INTERIOR DESIGN and spread a compacted two inch depth of a loamy topsoil to all turf areas - bringing these PROJECT areas to top of curb / final grade (compacted). The exception to this requirement is the BUILDING LANDSCAPE : MANAGEMENT Detention Pond, which shall be left at final grade by the General Contractor, The Landscape Front: AA 004320 CA Contractor will provide and install a four inch depth of planting mix to all planting beds - 1 Tree per 30 If frontage = 36 130 = 1 Tree Required as CWR1 M eTes0 crowningfor proper drainage, Sees specifications for more detailed instruction on turf area cRIF F.maoA'28000. P P 9 ( P 1 Tree Provided PB xw.a<asooe and planting bed preparation). Min 30% Landscaping = 133 sf Required ora29.9,2a 2. A three inch depth of Native Hardwood Mulch will be used as a topdressing for all 175 sf provided (40%) planting beds and tree rings. 3. A three inch depth of ornamental aggregate mulch (over filter fabric) will be used as a Side: topdressing for all planting beds. Larger 3-5" aggregate shall be used for areas 12" from all 1 Tree per 30 If frontage = 68 / 30 = 2 Tree Required handscape surfaces (i.e. drives, walks, etc.). Native Hardwood mulch at 3" depth shall be 2 Tree Provided used as for all tree rings, Contractor shall not install any aggregate until submitted samples Min 25% Landscaping = 172 sf Required have been approved in writing by project Owner or Owner's Representative, 295 sf provided (43%) 4. Install 14g , green steel edging between all planting/gravel beds and turf areas. Also install 3/24/11 steel edging between Coral Honeysuckle/Asian Jasmine and other plant materials, 5. Landscape Contractor shall make own plant quantity take-offs using drawings, Rear: specifications, and plant schedule. Plant schedule requirements (Le. spacing) dictate, unless 1 Tree per 30 If frontage = 36 130 = 1 Tree Required PANDA EXPRESS otherwise directed by the landscape designer. Landscape Contractor to verify bed schedule. 1 Tree Provided Ensure all minimum requirements of the local governing authority are met (Le, minimum Min 25% Landscaping = 133 sf Required MCHENRY, ( L plant quantities). 390 sf provided (75%) 6. No substitutions of plant materials will be allowed. If plants are not available , the RICHMOND RD, & RT 53 Landscape Contractor shall notify the Landscape Designer in writing (via proper channels). STREET TREES : MCHENRY, IL Plants may be inspected and approved or rejected on the jobsite by the Owner or Owner's Planted at the time of master development; Existing trees used for Representative. credit. EVERGREEN 7, Landscape Contractor is responsible for the landscape maintenance of this project for 60 DESIGN GROUP days beyond final acceptance of landscaping . �m ,pe ; an h oa abvm 8. Tree Protection, when required, shall meet the requirements as dictated by the �— . Jurisdiction and Code for this location . 1 (890 titabb30 LANDSCAPE 25N City Rest Bird, Ste 300 Houston, TX 77012 PLAN +:rax++,deaasawpna J DDnrnrvoCw 00 nneo 4101 nor 14 14 LANDSCAPE PLANTING NOTES ■-,■, QUALIFICATIONS OF LANDSCAPE CONTRACTOR SHRUB AND GROUNDCOVER PLANTING I. The landscaping shall be performed by a single firm 1. Upon approval of the grade left by the General specializing in landscape planting, Contractor, the Landscape Contractor will rotatill the �OA , 2. A list of successfully completed projects- Of this type, proposed bed locations ( BEFORE add'ng the imparted soil) . size and nature may be requested by the Owner for A six Inch depth of tine specified planting mix will then Be further qualification measures. evenly spread over the designated bed area The planting � f1 bed will then be rototitled AGAIN and a pre -emergence C� CP .. and starter fertll'Izer mill be applied. a e O (n 2. The planting bed will then be hand raked smooth and 0 SCOPE OF WORK crowned for proper drainage. ,� e NIP, 3 Dig the hole twice as wide as the plont's rootball. 1 , Work covered by these sections Includes the furnishing Install the plant In the note. Back Fill around the plant. of any paying for all materials , labor , services , equipment , 4. Install the weed barrier cloth, overlapping it at the ,. a ^�,,, G O licenses, taxes and any other Items that are necessary ends. Utilize steel staples to keep the weed barrier cloth KKK 9 F for the execution, Installation and completion of all work, In place. PLANT SO THAT TOP OF 44.v r , Q ci, ,) Tl� specified herein and / or shown on the Landscape Plan 5. A three inch depth of mulch wilt then b installed as a ROOTBALL IS 2" - 3" ABOVE THE 17 o Ky. ES , N 2 All work shalt be per Formed in accaraance with all top dressing, covering the entire planting area FINISHED GRADE w = W ,J MIN 3' LAYER OF SPECIFIED MULCH C H I applicable laws , codes and regulations required by authorities having Jursciction over such work and provide AL Ol / 'lIT _ all Inspections and permits required by federal, state and TURF AREA PREPARATION SPECIFIED PLANTING MIX EDGING PA14DA RESTAURANT CREEP INC* Local authorities In Supply, transportation and installation WATER & TAMP TO of materials. 1. The General Contractor will leave all turf areas REMOVE AIR POCKETS -III- L �7y�"-fj � _ = 1683 WaInul Grwe Ave. 3. The LandscapeContractor is responsible for the (excluding the detention ponds) at two (2) inches below _ _ Rosemead, California esponsl g _-III-III-III=IT-I�I- SPECIFIED MULCH 2" BELON water, verification of all underground utility lines (telephone, gas , final grade. the Landscape Contractor shall Import and EDGE OF PLAN7111C BED -III-III-_III-_III_-III- TOP OF EGGING 91770 aoter, electrical, trical, cable , television , etc,..) prior to the spread a compacted four Inch depth of loamy topsoil - t•-�tI-III-III I _ ) Telephone: 626.799.969E start of any work. ensuring the soil is compacted, EXISTING UNDISTURBED SOIL -III-III- Facshili 626.312.B266 2. Landscape Contractor mill ensue e all al Bias are Crowned for pr oper o ainage �___,_, 2% DIAMETER PLANT MATERIALS 3. Apply the torte rrainogfertilizer. OF ROOTBALL �r 1. Provide plants typical of their species or variety, with All ideas, theDilms, normal, densely developed branches and vigorous , fibrous SODDING root systems. SHRUB/GROUNUCOVER PLANTING DETAIL ll E)V Inc. mdnaeueatedf" mom Wss�aged represented by this &erring eralhe propeTyd Palda 2. Provide only sound, healthy , vigorous plants free from 1 . Sod variety to be as specified on the Landscape Plan. None of these ideas, desgns, mostgansnts at pa,erlsit be defects , dis Plguring knots , sunscald injuries, frost cracks, E. Loy sod within 24 hours From the time of stripping. Do SCALE: NOT TO SCALE useE by a 3sdoscd to any Room bot, a g x aroslons of the bark, plant disease , Insect eggs, borers not toy if the ground is frozen. / withe the wdnen pamissond PeMeEreisi b and all other forms of n 3 Lay the sod to form a solid mass with tightly Fitted -_ 3. All plants shall be called! andd burlapped or container joints Butt ends and sides of sod strips do not TAPERED STEEL STAKES TO groan as Specified No container grown stock will be overlap Stagger strips to offset joints n adjacent -- - - -- - INTERIOR Of BED AREA accepted If it is root bound All root wrapping material Courses. 4 made of synthetics shalt he removed at time of planting 4, Water the sod thoroughly with a fine spray immediately REVISIONS: 4. All material shall conform to the guidelines estoblished after planting to obtain at least six inches of the American so team of Nurseryman. penetration into the soil below the sod 5. . et. $PACING 5. Cracked o mushroomed meatballs are not acceptable. 5. Roll the sod to ensure 's good contact of the sod 6. Caliper measurement for stondord (single trunk) trees root system with the soil underneath. shall he token as follows: Six inches above the naturat grade line for trees up to and Including Four Inches In rm V� -- SPACED caliper; and twelve inches above the natural grade line for HYDROt4ULCHING ALL ONDEGVER TO BE TRIA i'GGLGR e - .__,,.......__trees exceeding four inches in Caliper - unless specified 5 SEE PLANT LEGEND FOR Be, SPACING. dlfferently on the Landscape Plan. I. The hydromulch mix (per 1,000 DO shall be as followsi oq. LANDSCAPE EUSING DETAIL 74 Multi - trunk trees shall be measured by their overall WINTER NIX (October 1 - March 31 ) scAl E: NOT To SCALE planted height . 500 Cellulose Fiber Idulch 211 Unrolled Bermuda Seed 241 Annual Rye Seed PRODUCTS 15# 15-15- 15 Water Soluble Fertilizer ISSUE DATE: I. AU manufactured products will Be new . SUMMER MIX (April I - September 30) --- -- - ----- --- 2. Topsoil, A friable, loony topsoil (or silty sand) with 500 Cellulose Fiber Mulch _ _ _ _ _ _ _ minimal clay clods. 24 Hulled Bermuda Seed 1r2 OC, SPACING 3. Planting MINI An equal part mixture of topsoil, sand 15# 15-15-15 Water Soluble Fertilizer MIN. SETBACK PER and compost. CROWCCOVERS _. 44 Starter Fertilizer. A 13- 13- 13 ratio with 25% scu, 5% SPREAD .,._. sulfur, 2% Iron and additional mlcronutrients. CLEAN UP 5. Palm Maintenance Spikes: As m nufactured by the Lutz Corp. Phone (800) 203- 7740 - or approved Count. 1 . During landscape preparation and planting, keep all BACI; of CURD A BED G. Pre-Emergence Any granular, non-staining pavement clean one all work areas In a neat, orderly FINS PLANT SO THAT TOP OF ROOT pre -emergence that Is labeled For the specific ornamentals condition. BALL IS 2" - 3" ABOVE THE tr turf it will be utilized on, A pre-emergence herbicide is 2. AD excavated materials will be disposed of legally off FINISHED GRADE o be applied per the manufacturer's labeled rates. the project site. 7, hlulchl As specified on the planting plan - well GRCJNDCOVER SPACING DETAIL DATE: 04-05-11 Decomposed B. Steel Edging Professional steel edging, 14 gauge thick INSPECTION AND ACCEPTANCE SCALE! NOT TO SCALE x 4 Inches wide factory painted dark green, Acceptable manufacturers include Col-l4et or approved equal. 1 , Upon completion of the work , provide the site clean 9. Weed Barrier: A 5 ounce, woven, needle- punched Fabric. and free of materials and suitable For use as intended. o Acceptable product includes DeWitt ' Pro 5, or approved 2. When the planting work Is completed, the Owner will 11 n m PANDAPROJECTlk S8-11-D2680 1 " PLASTIC TREE CHAIN 7) equal. make an inspection to determine acceptability. I y 10, Tree Stakes 6' green metal t-posts 3. When the inspected planting work does not comply with --" --"--- + ARCH PROJECT # 2011 ,0081 ` 11. Tree Chci 1' wide plastic tree chain the contract documents, replace the rejected work rithin 6` GREEN T- POSTS - 24 hours. DRIVEN (Milt. 18' ) FIRMLY s 4. Landscape maintenance AN continue until re-Inspected INTO SUBGRADE PRIOR I TREE PLANTING by the Owner and Found to be acceptable , Once TO BACKFILLING Pw. acceptable, Final Acceptance welt be ssued, and the � 5' MIN (AVOID ROOTBALL) FORM OAUCER III ARCHITECT: 'NTERPLM� MIN 3. 1_ YER 0 1. Tree holes shall bC excavated to n r� dth of two tires required ma nteno ace period will commence. ARCHITECTURE the width of the rootball , and to a depth equal to the SPECIFTE F1ULC . I ( I I ENGINEERING depth of the rootball (less two inches) INTERIOR DESIGN 2 Scarify the saes and bottom of the tree hole prior LANDSCAPE t4AIN ENANCE - PROJECT to the placement of the tree Remove any glazing that KEEP MULCH AWAY FROM II ! - MANAGEMENT may have been Caused aurng the excavation of the hole 1 The maintenance period shall commence once Final I� �I TRUNK 1 " TO 2" 3. Install the tree so the top of the rootball s one to Acceptance has been issued by the Owner, and shah 16 AA 004320 two inches above the surrounding grade. continue for a period Of sixty ( 60) clays 'I I _ CA 8660 4 Backfll '.he tree hole utilizing the existing topsoil from 2 The monitoring Ana scheduling of the Irrigation system , III-III III- soo COURR/Jan STREET, on-site Clay, rocks and other debrs shall be removed wilt as the responsibility of the Laroscope Contractor SPECIFIED BACKFILL A11X = - _ Sam tw o i� WATER & TAMP To = _ -I I awnwDa. rwa®A sssa. From the l prior to the hnckf ll. Should additional soil during this time. Coordinate all scheduling and any access -� III- III-III II III- Pa Q7.629.sooe be required to accomplish this task, Import additional v�V o • REMOVE AIR POCKETS p p 3. 1 requirements with the owner. \ �"' Ia).639.9126 topsoil from off site , add me e stakeadditional cost to the Owner. 3 I WEEKLY landscape maintenance shalt include, but not be limited ) NOTE : - I III III_II I The total number of tree stakes (Beyond the mnmum's to WEEKLY SITE VISITS FOR mowing, edg ng , blaming, ° I I lip- ir- Discr below) wll be any e the Landscape Contractor's weeding, disease pruning, fert'Lz'ng, weed control , Insect - JinEi� o'scretlon Should an trees fall or lean , It Pill be the control , disease control , re stoknre - setting y g, of plants responshlty of the Landscape Contractor to straighten to they proper grape or then upr ght position, and any tdu STAKING AS REQUIREDtch Turf 2X [DIAMETER the tree, on replace it should it become daraged, Tree other means to keep the plantngs healthy, free of I OF ROOTBALL staking will rconsists of, at a minimumi insects and diseases, and In a continual thriving condition I _ 420 15 - 30 gal Trees (2) Stokes per Tree I 45 - 100 gal Trees (3) Stakes per Tree Multl-Trunk Trees No Minimum WARRANTY PERIOD , PLANT GUARANTEE AND REPLACEMENTS 6. Upon completion of the planting, on earth watering basin will be constructed around the tree. The interior 1. Plant materials supplied shad Be warranted to rm • of the tree ring will then be covered with the weed alive and heolthy far a period of twelve (12) months after HEDGE P_ANTNG AT PARKING CURB TREE P.AlmNG AND STAKING DETAIL barrier cloth, and topciressed with a three inch toyer of the date of Final Acceptance by Owner (seasonal DOTI mulch. For 90 days from Final Acceptance ). Plants in a impaired, SCA'_E: NOT TO SCALE SCALE: NOT TO SCAIE dead or dying condition after Initial acceptance within or the warranty period Shah be removed and replaced PANDA EXPRESS immediately to the sates ( action of the Owner. RECORD DRAWINGS MCHENRY , IL 1. Provide rinimom of (2) copies of record drawings to the Owner upon completion of work. A record drawing is feord of all changes that occurred in the field and that RICHMOND RD, & RT 53 e dou+mented through change orders, addenda , or MCHENRY, IL contractor/consul t not drawing markups. EVERGREEN DESIGN GROUP I.mdxapz Uxsi�zn F Cmuuhvns I L= P22 1 (800) 6806630 LANDSCAPE 25M City F st FBI It see 3DO N st n. TX77o12 DETAILS Omar;;asewp PIT J �QP E Xp�F Q N cL e 0 u) NOTES, DRNG. NO. IPCP23446 c o 1 . THE FOOTCANDLE LEVELS AS SHOWN ARE BASED ON THE FOLLOWING O O CRITERIA. ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES O TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT �41 - BE THE RESPONSIBILITY OF SECURITY LIGHTING. 6kT CH I NEST 2. THE CONTRIBUTION OF THE METAL HALIDE SOFFIT / BUILDING LIGHTING IS NOT REFLECTED ON THIS DRAWING. 3. DISTANCE BETWEEN READINGS 10' PANDA RESTAURANT GROUP INC. 1683 Walnut Grove Ave. 4. FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTURES MAY Rosemead, CaVomia BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO 91770 ADJOINING PROPERTIES OR ROA➢WAYS, 5, FOOTCANDLE LEVELS SHOWN ARE MAINTAINED, Telephow 626.799B898 MAINTENANCE FACTOR USED ON THIS DRAWING IS . 75 Fac Irft 626.372.8288 A9 ideas, designs, artatgemant and {Inns 616r 'fd a Q6 048 11 L3 LO OJ 0.8 0.9 019 0,8 008 1.0 1,3 109 2.7 3.2 3.2 2.9 2.0 1.3 LO OJ represented by mh draxing are to peWelkyof Panda 0.6 - - - - - _ _ _ _ 006 Express Im andIwre aealad for use on cis speax pmiea None of these ideas, designs, amangemerits organs may be used byordisclosed toanpeIIon, 4rm, wowp"ion 0.8 1,0 1.3 1.7 2.3 2.2 1.6 1.8 L8 1.5 1.4 L5 1.8 2.3 3.2 4A b C �� 1.6 0.9 vii,an rzuium perJssion ofPar4a Express Mo. 1.2 I 1.4 L9 2A 3.6 3.9 343 3A 2e 24 2.1 2.1 2.7 3.3 4.4 5.8 5.6 6.0 3„ l 2.3 1 1.4 I � I REVISIONS: 1.8 2,7 4.1 6e B4O 6,9 6.4 5.6 4.1 3.0 2.5 2.6 2.8 3A �.8 4.5 5.5 5. � 5.3 4.5 3.9 2.5 0.9 L6 299 5.1 91 13.5 IL6 11.5 8.4 5.1 3A 2.3 L9 19 2.1 2.8 \ 4.0 64' / 7.6 7.1 72 6.7 3,6 � � --- - \ i I - -- 0,7 1 IA 2.7 4.7 8.8 13.2 2.0 RO 4.7 3,0 2.0 1.5 1A L7 2.5 5.3 6.2 I 31 048 I 1.6 2.9 5,2 10,0 15D ,7 8.5 5.2 342 2.0 L5 1.4 L8 2, 5.3 6,2 341 Li 1 240 3.0 5.0 9e IIA 5A A 5.7 55 1 3.0 ISSUE DATE: 1 1 1 07-01 .11 BLDG PERMIT SET 1,2 To1.8 RA 3.6 7.2 9.0 7.1 6.1 4.5 3.5 2.7 2.1 2.1 2,0 2.2 2,3 2.4 2.9 .9 2.9 2.6 I.8PAVED SURFACE READINGS0.9 1.3 1.6 3.2 5,9 73 - _ - 1.9 .6 1J L7 1.1 Average 90 I 0 1 Minimum 0.9 ❑ ® Avg,Mln 4.47 03 ID•9 1.1 1.7 3.0 5A 6.8 5,6 7 2.0 ,3 1.4 1.4 ro. ergo o 10,9 MawMln 16.67 e �- 0.8L31 L9 2.9 5,3 6.0 4.9 .6 _ "? 2.2 ,6 1.5 L2 0.8 2.4N 9 ; I PROPERTY LINE READINGS 1.0 2_0 3.0 4.7 4.8 4,3 .6 3.0 ,2 2.0 1.4 1 1,1 DATE: OS-09.11 1. 1.9 2.8 I Maxim Average 48 4.3 •3 5.6 5.8 65 543 A 3.5 27 11.6 An ,6vgMt 3 MaXIMln 7A3 �PANDA PROJECT #:�S8, 114D2680 4.6 I •5 8.3 8.4 8,7 2 6.3 3,9 L6 ARCH PROJECT M 2011,0081 . . . . . . . . . . . . . . 1 �-3.5 151 � 1,8 1,1 0,9 1.0 1,5 2. 7,8 � 3.1 11,3 ARCHITECT: 'NTERPLI.INE 248 4.3 6. 1.6 111 0.9 0.9 1.3 2. 4 2.7 112 ARCHDEcnnE EN66NEERN\'G _ INTERIOR DESIGN 2.1 - _ _ - _ - I.0 PROJECT MAtJAGENfM 2.5 3,3 3.9 4.5 445 2,4 1.3 1.1 0.9 0,9 1.1 L4 2.6 4.7 4.4 3e 31 2.1 l2 AA 004320 CA 8660 We COI M10 STREET, 991E I an CRLkNOO, HORAA 32804 PH 407.645.5003 PX 4D7.629.9124 STAMP: s 0 --,■ 0 a: - SPECIFY COLOR NOTEI ALL POLES ARE DRILLED0i1FU , u4 as NOT ar,cwtsl saclnly t „yt ■ POLES SPECIFIED ON THIS DRAWING ARE RATED FOR ntolen FIXTURE TYPE, SYMBOL QUANTITY CONFIG QUANTITY lciort LUMENS POLE TYPEI ■ OUANTIT ,,,, . im: om a AN 80 MPH WIND LOAD, FOR AREAS WHERE THE WIND �;: PANDA EXPRESS RSB/RCS-32OPMH-III-><x-MT -{] 1l SOL 2 30' 31,000 SSP-28lkmm C5') 6 LOAD CRITERIA EXCEEDS 80 MPH, PLEASE CONSULT "" 1 ' = 20' O' s,Tc w .-r . MMwr.. MCHENRY, � �..DBL90 2 FACTORY FOR PROPER POLE SPECIFICATION AND MODEL l a' Jill +mama NUMBER. ,,,,,, ,,,,,,,• ,m„ P DBL180 1 ac TRPL90 1 ar POINT-BY-POINT FOOTCANDLE PLOT FOR RICHMOND RD. & RT 53 .c° FINIVI PANDA EXPRESS MCHENRY, IL MCHENRY. IL MS Io3Q1+5IWo . WII `lOUGOCIEtJta Ib ,LE2 or NltimYIN If{all° &MI : TY l bGVIW HM1" W 1PCP23446 --,■ A SE - 1 SITE ELECTRICAL PLAN PROTOTYPE# S8.2448.11R1 Oi•11.11 LOT m 0 TJ'-,E aV�' LOT f N F1111C.N.PIPEPIPE �! O �T 1r x • r AIRACTaeLAMef7VOPMTd' LOTrweLBCCW7' 70rE W ECEHI1dE SfA4'XLf5f0'(, 9EN0 A ^ HSIQY w THAT PMT LK' TEAEA.srTDMZ20SDOCN902OOfRfi RfG1W ma AtARLi/ 7 tent AS DOCf/A1ET4T MAA9eS200JR1347; w AAcfpRr aDlrm; /lAVA:A , Wqotc 50' 0' 50' 100, y, , 9 qSCALE: 1 " = 50' aam .�, li. to LOCA77ON MAP y iZ- - - - - - - - - - - - - - - - - -W2VM010 � - - NOT TO SCALE/CI►,f� c7ela7ee (1 i O G6i 3 KayswD0OIOViIiMf� / � � \ � \ V I oo-asaax DDa / - - - - - - - - - - - - - - - - - - - - - - - - - LEGEND jj I I I \\ \ \ • IRON PIN FOUND o IRON PIN SET x N I I 1 I I \ \ \ ■ CONC. MON. FOUND ❑ CONC. MLW SET v S PK NAIL VFpU0 0 PK NAIL ii y I IDl' >♦ I I /!/RP QR AV ! AV I I \ \ � � A CHISELSTONE FAN FOUND 4a ANCHOR FOUND I ! I I m ppT f I I \\\ \\ \ \ • FENCE POST FOUND AND USED o AXLE Pol/ND I _ = i JqG JOIOYAGIHJ }w� laT 20I�452=-00244 1gGy pp 88 I I I \ I KULS y i at oo 23=, Oat? j I 3OJoa PlEtaP TUAL A PEASEMENTD I I I I FOUND I IRON PIPE I FOUND I ' IRON PIPE I I I I I 1 1 I I I I I I � I N 00WIN) r UKOV I I I I I I I I I I I w I I NO DIRECT t£iMCULAR ACCESS W N 200' I I I I I I A.Jii�s •/ �� I I I I I I 107VAWFA= A1YZlYnWAAbrA �SSOCIAT�'S I I I I II I I Surveyors — Engineers Planners 4 1 Illinois Design Firm I I I I i / I N 316 Main Street dI W t I I I / / ♦ Edwardsville, IL 62025 TEL: (618) 656®9251 2727 Telegraph Road I St. Louis, MO 63125 I I I I 1 TEL: (314) 487-5900 — I - - - - _ � I I I I AWJ / i DISCLAIMER OF RESPONSIBILITY I hereby specify that the \ I LL IM I 14' 6 I Ar I I documents intended to be N r / authenticated by my seal are I I N rFOtT,1fr I I 1 limited bi this sheet, and I hereby Dn i all other rawigsityroations, Estimates,ecifi - - - - - - Rp or other Documents tr L I I or instruments relating to or intended to be used for any part or I I s of the engineeringN proje t or survey I I i 3 &AKE BO(XEVARD (VARYM(t1 NOTHXPUBM) STATE OF ElAVA'S ) axwry aF Ararxr ) ss y z Vik As to only that 4 DmQ U SdrrS on W1Ne Rpletred Land SIrN}ar how w'�1•d Wuball"a N and pro fM Rslo dwnOW prtprtlr brnt el rNhh fM ay oT IMWC r lrhok canalthe o7 J.S2'Ji *WiWans Ism s or Qel aor�er rn A TRACT OF LAW WHO PART OF LOT 1 w RUBLOFF 70WE WITRE SLBNft5 M WHO A SIARXISIOH w Q a EAST OF THE INMHNPMTkA4 NIXM"ASYTXeaFSW =ASWOgMT YDESOWD AS FU:LOMS: COMOKM i SEWAVS EAST A WrAH F ateF 1f2aaT�10 OF � OF WaWAR; WOKE MOM OS A OWES S 10 SEOMW EAST A DWAMX OF 12100 FEET IIETME SiOM 80 WORMS 15 ANAMM W SECa'DS EAST. A WrA'#W OF 21274 FEET RAMW SOUTH 00 AEGFM 12 IAHU7W dS X'OS EAST, A DISTANCE OF IM82 FEET, VOKE NORTH e0 WORMS 60 A4WIES 2e SECONDS OUT. A AISTAI,YF OF F ``�\�\\`11UIIIi111111U//()���T7j 1�� DEORMS 23Alf"ITES �� OF 4*14D0FEET TO"Of FEET THE POINT of � m <� \` J e S N�F 7 /® � °rda w.°yu o w." A �° /% thof a °W PROJECT NO. ne J�® " •• ,(, �� a�xt.d by rh. sty of Atwwy , no 1103601 T i Proponsum of u,r rhot UW er this Pat of noU Aecated Wrwr o 1 yot x YthcY1QdodMl,n �'.` 25 10NA7^ �� rp•dd Rood hozrd ano a. /dr a, �•k lr, Ern•'➢•noo DRAWN SCALE //''�� • PROFESS AAWw2rn•nt A2nq' on th• Frond, - ERp SES 1 : 40 This Is to c«U!y th In a record of aced In not located h the Spn<lal FOpd �/, p1o{ / 1 men haN door6W A Hazard Arco identifif cHe ry. Illinois by the Federal Emergency Nanagemen@,• AM m fhAr Ifid plat a n¢ by tM 5'lot _ 7) CHECKED DAl'E Agency on Iha Floop. Pan I No. 17I11CO207J dated November /6, 2006. ���EYOR �� ' 1 of MEN __ I yMom DJS 6-3-11 Illinois Registered La A.A, 201/, M� SU LOT 1A OF THE r STATE OF fan i �v ® RESUBDAASION OF LOT 1 IN se2xz7' Dana J. Sherri i� to® '•• `LLINOIS @ �`Z d PI I41 RUBLOFF TOWNE CENTRE 00' No. 2534 p0#0 � nl '•` % �,•,' 6L'N® e0 r/ TN 2s 4s a Nov v.se S..\.\ `� 3 2450 N. RT 1 OFD ROAD OF ' `_ SHEET 1 OF 2 "WhIll"R11\ °/% e.,s.l Atenbr LOT m al+= 7w "" SLOT 1 z CTfY Orphwo CrrblTaoa 0V ffA XO7 I rO MWE C&M O STATE W LlwVo'S COUNTY of I HOWY ) rripap..e CwHlkva t** Enphser o/ Me at of Anwk STATE a: 111M ) SS `hwby �y Mat M. rand hpmwnerlb da.mbW h M. mwrrd plot, ad 1 p'aN ad 44 A wtlma ; M anx mast as mhlaxm COIwVTY o" MLYtlkgY na+.nna a .dd atx DO W at rdkrxx AWWdy Co ntK rnwk Ms day Of 2Ot1. a'• undrds^ed ^" L•°'•• Mrsby MswPo Ma raw ad awn an Ms of r!a►.sAxr ter Mrouahkrwl otrPota a/axr, oawnaata Mile sankoa mq h adatlaa thakq w5 aNr or to ftonto wMwot may b. padRaaMy •Aow, m rM Aron and ph! ter "'n ban Mdmfad ro fha dty of l/dlarx U Q hfrat Mho. Tarn my and d martpoyw ad Maar�mooa oI award h Mkh fhe undraymd Aoa my Quporab awls 000ftate STATE OF LLLRYS ) f W&ow DO W Ms day or 2011, COWN OF MONDRRY 3 SS City Thmeero Crw4ato \m �`f STALE OF L1RlaS We s ro aa'Ml' Mat tb undrayuW h Pow owrr of Me knd dssabod n the anavrd J O r S GtXWTY or AfaEMY ) Ss hoo oareed Ma Sara ro b aarwyW end •e+borrbl o as hdocfW tfww% Ibr Ms Poaa and tMrm d ra+mwa papoose MrYr mot krfA are ern Om r hereby V mad adopt Ma some archer fM •tW arch • ` 1� thyPo MwAn hdcalodpfib uoudrwrprrW oww Aereby bad dadetfw oar pdfa ur thp�a 1 ' C(rjr afy Tfearra o oar My of Moth" Alkaos do owtly that rWM a�ma ywr ��a and mmAWd ow mw w no paY�q t r amnt been dOfflod" r kvN!!W upaatl aesernrrb r my d rerrW hatainnb addtAm Mwtq rerun oMr Andr may epedaody Mown m the Ant ter blroof Mo! hm• ban ¢pWmid o°oNr! fb hoof o/ Imd hdudW h fM phG w0 Nana A rwa-awetahr oorrnnt hr serft fbyoanaob A*n and other ypmpwrt�y Wo aftbriio, �1 OatW a Ardsrgf Akdrwy cantx undo Ms _ day of 201E an a° aea"`AaZoLMr LlwxL4 hxrnnrm1r llyAyS GAS COAPPM)4 00WW011YWAL7H�EDRSQV C00dWAw1; 4 TKs AYEWIEt'.Yb CGLACmj Mar r•uP•aoa svaa000me ad argna ay axf se"M a rued' oprMti mautah and ramoh own fhuo b ehrS koRtsa h aomwom6 am) rIM ardrpww ��11 aty n+•rn• ATTEST and leek r and p.M col aaeMwMrt Ord Ord *OW4 u tM 6ca°� of n ap Prf .rMn erne N dmw dn..6 On qor and m k 0 DMa wader EunrrrY, 'Udlfy L t: 'mow°• w. Eownnt; Or ahilar radA to°eOW W*0 fMMwra�Lm/rt ro PwW r*gWW orNoa oa reatime rndw Me City '• 0°!• /taro grid�a each be r�omm&6 y verve �hakrnt to ��ikf b!w rein r maN traaa eaa'w STATE Or LtXKMS ) atime OW nOi be Omta�i ibam ffie ��pon r ow• fM prgwty a{Mh pwpappe tie�•bu2W W Mw malted as aboM SS hdootW nfMoof Me prior omemt" Rr hrtdaom of my wKh hdMi.S tb COfwITY Of AKIMMY ) Paolo of Me ■eadd d f " the y y nut proper OpraNm od mph fhrwl. dfrW h a march so ao a h wrra atM fM O lavwW Not woo pooentod ro me by ordbma d/y aClark opf(wMd by the pfy tkrr o idol p are /b TOIf, Nye ter dodaatima to n» =ptyy of YdkiwA Xbob wotay'o catr4de dimpl°d Mwr►mm ere tW by Me Cffy Camel m saii data ad Mat Ma raprW bad or aMr DO W ter, dry of 2011. u Wb`"O banond p rar it" OW2Pkbm of fM hpvaMrnnl• nq **d by tM raprkrfrano of add tlrx STATE OF LLF&W ) o cothw or Ya umir ) KdiS XLWQ% LID, A hEVADA CaWMIlW h ofbrne Mwof, I how Area oaf my had and ward of Ma aly of MdAwX ncck U* _ doy of & ,rye, y,� A Notary prbLc had forwo Comfy and Sate atoeO k do Naas o/ oarponatim 20!/. (t) or amav n.iturban) p1f0"0"y tea., ro m. a be and premdy kman to be the Wift(tim( 1 known ro be tobar Me mane per rf�rweW , Qa .eaabod to Ma Ax.°okV recherche aid gx R.rdnr bMcw me Mr day h prem and Poway od a wtM aoaredged that ad my asrk oawod Me owporals meal of� �tim t aMod wweta p nwan ro Ma a,Mawy p'wn by and Semi of Diaot of add oonwaOm as Mar fiPo as MAntory met and o. Ma iw ad wknlay xt and doW of wit corparaork Ilr Ma ~ and p rpwPo MrMf «t MM ANsab Se retry CYwr under mY hand and notarial mod Ms day of2011. AA Plana° ad Imhp Ca Arun Cw*&ate STATE OF LUM ) "ffRML Notary a,Msaat. ASSOCL MY I hereY ce AIG Met Notary p b& STATE Ar LWgS pbt rya peenlW to ad COtf1TY AIatETl?Y ) Surveyors _ �r�f/y y.Ioporvwdy by Mo ad Zanfg arm L,.w, of w�fpffy"Hrariwd and Mae a8 rJot a ° bid 1 Planners b to Ma r@7* ter or M. &"kim Cmbd and MWWnmf ordhmoo or me C a Notry AbNo hand by odd oxnts h at State oAXr do hereby MU& Mat premary known to me to be PreoAant of oxpaaNm and Illinois Design Firm PkrWp ad Zmh° CmmWon auatmm Afyaann! aria Noflet aasadlp Cirwr ontrbatlaw ro Ma arty of Akwrvx (rhos Pia; a orrr a n» a to Sato be o/ Mo 184-001238 omopol0n, tru aral'y Anowr d *f ro be Ma aana perem wAose nmrao are rrbaorbad b Me ypo�q kafrmnnC 4upomed bekrr rna MY day h pram As a omittlm of mprob of Mr Act of 'L Ma oerw oprasa wfor 65a ably of Akallarx ad otwary wrnowbdi?9 that w amb Rraiint ad Sweray of Noter Exorpt w OMWel" raq **d by atobrta crodootim m that Ploa of errbdNdcne Waled h Me wets and a wM a'w1 hrvRr r. Awn Me w�my lmd dee bed h MLe Plot ahar be Cap atkw, they ham SOW and dAWred waW Mfmm�t of odd copaorim and caused Me 316 Main Street unk=rporated meet wtthh ors and me-half mbar w�md ore C& Nrs'a aha be Meta requied by Me ear«+ and hYd M op wrh Ow OMy or FFaflwl{ rook a axry,ly .KM1 Me to ne a d proNraa omahW n aaPaoa «d or aaV capaoekn a a ahaW Mret0. pmw,ale a M. wMarty peter by M. Edwardsville, IL 62025 rdIrr/ Carly S.Gdw6ian ! City5:+.'. .y R:•.4c;lmia es rw;a SKHM a of Ma l7t eI roMaxy : n mod and LixiJa ieir G ,mra; r1cL'tG a Ma pap�rnr W tuna Load of OYwfore of w41w�pw SW w Mor i" and VoOm mt w Ma Lse and ,ata,twy Irw ee�a� y act arch deW o aura aaporof kv Mr uePo ad pepaw. Mesh eet Axth. TEL: (618) 656-9251 MCMq Me apDOaobie �emtdaW hrWr ahaL aVm bo roWkeb kr park roarataaaC Ahoy Ma prm the ma A *r psposw IJofka a hwby pMn a a pramq, rdudr° oapavfha, who aaquuko my law krm arch eu6orddr boo/, Mot no q�ioo Ar a buldw prmLl Ar a reWWwpba�t adrra1yhp mK rr be Arced� � by Uw ally of rdAwvX Mmk mi/ar MNamokve•de marl anbb 11t het Ohm under my hand and Ibtald Sod 0* day of 2m1. 2727 Telegraph Road e°� )A; per xe r tedd : Ma arty of t ArhoAA h war Atim rfM Ma knot ro wAkh Um qpw000ar w St. Louis, MO 63125 h wfa woas Wm f the awwgnee ow et w h hr ar Ms rnto •farW ch sodod kw&urnme M day of TEE' (314) 487-5900 2011. (Notary Sea) notary pays DISCLAIMER OF RESPONSIBILITY I hereby specify that the OWWO school DkW LboRcatr documents intended to be authenticated by my seal are STATE OFILf1Ci9 ) limited to this sheet, and I ) SS hereby disclaim any responsi- 000MY OF UCRMY ) Cori bility for all other Drawings, Specifications, Estimates, Ths APto owory owt to Um beet of my M••I•d°4 of of Ma knd kodod whh Ms pipe of nbdd✓aa Reports or other Documents tad wYhh Ownertay Sehod fWhkf 15 mad h" Sdwd oYtrk! 1Sd way of 201r. or instruments relating to or intended to be used for any part or parts of the Canty arks CrbWoat• - engineering project or survey Aar STATE OF Llw all ) SS COUNTY OF Af Y ) C County awk ofNotary CrfMcah OWW OW Mw w W dolhgWt °nerd tmea no uxpaN Carrell 0aaerd t=04 M apwa krf~ fast, and Z STATE OF LLAW ) rsdenroya tax adw opobet my of Me knd hduded h ON anaaod plot (1110-90-5€7) 0 COWTY OF ra*MY ) Gh radar my hand and oed at LCourt);wdrfook rdkrdyCourt); ■JOY Mi _ day of C o Notary Puerto had for odd CamtK h Me Sate akras*4 do : orrfy toot prsmary Mover to ma to he Me oane �Mv, rhoot nmm(o) w aobooabed ro a,. in• Wi�aby h fwem ad odnwtWyod Mat Mey so d pkt of Vmk Oia Iw and Canter ark !1i{9Ntfhtll/!//f//y/y/ w4afmy act kr Me ussa and pwpetoo Mrah Pot krM. (� �) ,ypy�� Plat rdmlttW bx am undor my bond and NotwW Sod Ms day of 2014 �,( � ` " �� �q (�O o a ariace titer &Oho0a OWO&aa ✓ � . o STATE OF LLIVW ) SS 062-054 y 7 a �C� �� o COUNTY „ ( ((// �, . 3 .y Z "°t"kR°Ao `err" Y 1 121 REGISTEREp frh PROJECT NO, �Asedawl ETrphaw of Me State Of .hak do hereby Mat a 6Pot of kw ardpe and bWkf M. •7. , : PROFESSIONAL ' � z 11o3so1 j dotwpe of miaow wfre ON not bar ch�0 by Ma wnobaebtn a Ms s bdOwI r r m punt MrPob ter. N ENGINEER \ DRAWN SCALE: 40 erwlr rrkxo rdr ohahope chi M rowancbk PrO*1m Ave bon mWa /or avkoea nrw hro mra1, a o whkh Ma x"AJiw Ave a dykl ro u� such surf"m o • M NEER wales akf be pkrwW�n acmdv+w rfM °wway oowpted wphwh° poeNow ea w to rsdxv Ma W r `a • CHECKED DATE Ikalhood or tar+•°• to Me Wrbhh° Property bwc of Me waebrLwOm of Me ) AA •• •:\/� � DJS 6-3-11 '.. , � ` • 'jL"� `��®:/ LOT 1A OF THE RESUBDIMSION OF LOT 1 IN meter Rogietr a pas aaand a RUBLOFF TOVME CENTRE Rhok 2450 Na RICHMOND ROAD SHEET 2 OF 2 y ' l { G } Tf i - _ IF pm NI IV OL - - - - - IwILLI 3 � R ww i f M i pow.1ppp r [fie d bb rl F rqo" 99 Mai VONLLL L . t - i' v i8Ta . .i � _ a �QR E�A9 E` -14444 GOG9�J ��p00 CHit15 r t t PC 1 �"! bE - • .�::�.,. �..,.. ..c. +-� �.os�:. _ - _ .....:f' '.`X . " `�` 'w•. - .i ' �� La- _ r . rrr J - , � i - � "� - � - • ' ' � s, -" -'-"' -' w�.c.-e--}fir- —"'""ryC- / ` - I i f i i �► E "Im a p • u� It FIX ,. 4 ~' F pFF, Y - { rt Y' iFa 5 Y , f At Or I IF 44 . UVF If IF IF IF IF { - - '? i