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2007-03-19 - Village Board Regular Meeting - Agenda Packet VILLAGE OF VILLAGE of NAuffalo 1UFFALO GROVE 6,Grout Fifty Raupp Blvd. Buffalo Grove,IL 60089-2100 Phone 847-459-2518 Meeting of the Village of Buffalo Grove Board of Trustees Fax 847-459-7906 Regular Meeting March 19, 2007 7:30 PM I. Call to Order II. Pledge of Allegiance III. Roll Call IV. Approval of Minutes A. Minutes form March 05, 2007 Village Board Meeting V. Approval of Warrant A. Warrant #1069 VI. Village President Report VII. Reports from the Trustees VIII. Village Manager's Report A. Monthly Management Report - February 2007 IX. Special Business A. Presentation on Agenda: Buffalo Grove AMVETS Post #255, 2006 Police Officer of the Year and Special Commendation X. Questions from the Audience Discussion on questions from the audience will be limited to 10 minutes. Presentations before the Village Board should be scheduled through the Village Manager 's Office five days prior to each meeting. Xl. Consent Agenda All items listed on the Consent Agenda , which are available in this room this evening , are considered to be routine by the Village Board and will be enacted by one motion . There will be no separate discussion of these items unless a Board member or citizen so requests, in which event, the item will be removed from the General Order of Business and considered after all other Regular Agenda items . (Attached). XII. Ordinances and Resolutions A. Ordinance No. 2007 - , An Ordinance directing the sale of real estate located at Busch and Deerfield Parkway. (Trustee Braiman) B. Resolution 2007 - , Adopting the Fiscal 2007 (May 1, 2007 through December 31, 2007) Budget for the Village of Buffalo Grove (Trustee Trilling) XIII. Old Business XIV. New Business A. Request for acceptance of lowest qualified bid from L-3 Communications, Mobile-Vision, Inc. for the Digital Mobile Video System for Police Vehicles . (Trustee Rubin) B. Authorization to Purchase With Waiver of Bidding - Central Garage Fleet Vehicles (Trustee Braiman) C. Award of Bid to DB Integrated Systems for the Fire Station Alerting Upgrades - Stations 25,26 and 27 Including Fire Administration Building (Trustee Rubin) D. Plan Commission Referral: 1-57 McKinley Ltd, Preliminary Plan for proposed parking lot expansion, 900 Deerfield Pkwy (Trustee Braiman) E. Plan Commission Referral: Ventrella/Santucci property, Northwest and Southwest Corners of Deerfield Pkwy/Milwaukee Ave, Proposed Commercial Development in the B-3 and Office & Research Districts (Trustee Berman) XV. Executive Session A. Personnel XVI. Adjournment: Approximately 10:30 p.m. The Village Board will make every effort to accommodate all items on the agenda by 10:30 p.m. The Board, does, however, reserve the right to defer consideration of matters to another meeting should the discussion run past 10:30 p.m. The Village of Buffalo Grove, in compliance with the Americans With Disabilities Act, requests that persons with disabilities, who require certain accommodations to allow them to observe and/or participate in this meeting or have questions about the accessibility of the meeting or facilities, contact the ADA Coordinator at 459-2518 to allow the Village to make reasonable accommodations for those persons. Consent Agenda March 19, 2007 7:30 PM Xl. Ordinances and Resolutions A. Ordinance No. 2007- An Ordinance Granting Certain Variations from Sections 14.20.030 and 14.20.070 of the Buffalo Grove Sign Code for Prestige Leasing, 88 E. Dundee Road (Trustee Glover) RECOMMENDATION: Approve by motion. SUMMARY: Ordinance affirms the decision of the Village's Zoning Board of Appeals regarding Sign Code variances necessary for installation of Prestige Leasing's ground sign. Variances are applicable to Sections 14.20.030 and 14.20.070 of the Sign Code. B. Ordinance No. 2007- : An Ordinance Amending the Floodplain Ordinance (Trustee Trilling) RECOMMENDATION: Approve by motion. SUMMARY: Staff recommends that the Village's Floodplain Ordinance be adopted in its entirety to reflect recent changes needed to remain compliant with minimum federal and state requirements, including the application of a consistent floodplain compensatory storage factor within the Village applicable based upon any construction that may occur within identified floodplain. C. Resolution No. 2007 - : Approving the annual revision of the Official Village Zoning Map (Trustee Rubin) RECOMMENDATION: Approve by motion. SUMMARY: A summary of the changes on the Zoning Map since April 1, 2006 are listed on the cover memorandum.The Plan Commission reviewed the proposed revised map on March 7 and recommended approval. New Business D. Authorization to Bid-Police Department Special Service Vehicle (Trustee Rubin) RECOMMENDATION: Approve by motion. SUMMARY: As part of this year's scheduled rotation of a portion of the Police Department marked fleet, staff requests authorization to substitute on squad car with a Chevrolet Tahoe Special Service Vehicle. This vehicle would be bid per specifications developed since there is no State or purchasing cooperative program in place at this time. E. Authorization to Bid - 2007 Sidewalk Removal & Replacement Program (Trustee Trilling) RECOMMENDATION: Approve by motion. SUMMARY: Staff requests authorization to bid the calendar 2007 sidewalk removal and replacement program. In addition, two projects will include new construction as noted in staff summary of project anticipated. • F. Authorization to Bid - 2007 Bike Path & Parking Lot Improvements Program (Trustee Trilling) RECOMMENDATION: Approve by motion. SUMMARY: Staff requests authorization to bid the calendar 2007 bike path and parking lot maintenance and replacement program. G. Proclamation: April is Sexual Assault Awareness Month RECOMMENDATION: Approve by motion. SUMMARY: According to a study conducted by the National Victim Center, 1.3 women age 18 and over in the U.S. are forcibly raped each minute, 78 per hour, 1,871 per day or 683,000 per year. In order to increase awareness of this troubling issue, the Village of Buffalo Grove proclaims April 2007 as Sexual Assault Awareness month. H. Proclamation: April 22-28 is National Crime Victims' Week RECOMMENDATION: Approve by motion. SUMMARY: 23 million Americans are victims of crime each year, and of those 5.2 million are victims of violent crime. In order to increase awareness of this troubling issue, the Village of Buffalo Grove in conjunction with US Dept of Justice and National Center for Victims of Crime proclaims April 22-28 as National Crime Victims' Week. Old Business None Meeting of the Village of Buffalo Grove Board of Trustees Regular Meeting March 19, 2007 7:30 PM I. Call to Order II. Pledge of Allegiance III. Roll Call IV. Approval of Minutes V. Approval of Warrant VI. Village President Report VII. Reports from the Trustees Vill. Village Manager's Report IX. Special Business X. Questions from the Audience Discussion on questions from the audience will be limited to 10 minutes. Presentations before the Village Board should be scheduled through the Village Manager's Office five days prior to each meeting. XI. Consent Agenda None XII. Ordinances and Resolutions XIII. Old Business XIV. New Business XV. Executive Session XVI. Adjournment: Approximately 10.30 p.m. The Village Board will make every effort to accommodate all items on the agenda by 10.30 p.m. The Board, does, however, reserve the right to defer consideration of matters to another meeting should the discussion run past 10.30 p.m. The Village of Buffalo Grove, in compliance with the Americans With Disabilities Act, requests that persons with disabilities, who require certain accommodations to allow them to observe and/or participate in this meeting or have questions about the accessibility of the meeting or facilities, contact the ADA Coordinator at 459-2518 to allow the Village to make reasonable accommodations for those persons. Consent Agenda March 19, 2007 7:30 PM XI. Ordinances and Resolutions None New Business None Old Business None 1183-8 03/05/2007 MINUTES OF THE REGULAR MEETING OF THE VILLAGE BOARD OF THE VILLAGE OF BUFFALO GROVE HELD IN THE COUNCIL CHAMBERS, 50 RAUPP BOULEVARD,BUFFALO GROVE,ILLINOIS ON MONDAY, MARCH 5,2007 CALL TO ORDER President Hartstein called the meeting to order at 7:38 P.M. Those present stood and pledged allegiance to the Flag. ROLL CALL Roll call indicated the following present: President Hartstein;Trustees Braiman,Glover,Berman,and Kahn. Trustees Trilling and Rubin were absent. Also present were: William Brimm,Village Manager;Ghida Neukirch,Deputy Village Manager;Scott Anderson,Director of Finance;Art Malinowski,Director of Human Resources;Robert Giddens,MIS Director; Gregory Boysen,Director of Public Works;Rick Kuhl,Superintendent of Public Works;Dave Haisma,Utilities Superintendent;Ed Schar,Director of Building&Zoning;Richard Kuenkler,Village Engineer;Robert Pfeil, Village Planner;and Robert Pfeil,Village Planner;Brian Sheehan,Village Health Officer;Fire Chef Sashko; Deputy Fire Chief Pearson;Police Chief Balinski;Deputy Police Chief Dunne;Deputy Police Chief Wagner; and Joseph Tenerelli,Village Treasurer. APPROVAL OF MINUTES Moved by Glover,seconded by Berman,to approve the minutes of the February 20,2007 Rescheduled Regular Meeting.Upon roll,Trustees voted as follows: AYES: 4—Braiman,Glover,Berman,Kahn NAYS: 0—None ABSENT: 2—Trilling,Rubin Motion declared carried. WARRANT#1068 . • �►. Mr.Tenerelh read Warrant#1068. Moved by Kahn,seconded by Berman,to approve Wan-ant#1068 in the amount of$1,571,570.00,authorizing payment of bills listed. Upon roll call,Trustees voted as follows: AYES: 4—Braiman,Glover,Berman,Kahn NAYS: 0—None ABSENT: 2—Trilling,Rubin Motion declared carried. VILLAGE PRESIDENT'S REPORT President Hartstein commended the Buffalo Grove High School girls'basketball team for representing the Village in the IHSA Tournament Elite Eight this past weekend in Normal,and noted that the Village is very proud of their accomplishments this past year. The Illinois Municipal League has released a study relating to the Police/Fire/IMRF Pension Systems,and analyzed the extent to which they are unfunded and also analyzed significant increases in those funds over the last several years. President Hartstein again pointed out that these-expenditures are mandated by legislators in Springfield,and that the Village has no control over the pension benefits. 11839 03/05/2007 President Hartstein noted that the Village held its annual Commissioners'Reception last weekend. This event is a small way to thank the hundreds of volunteers who donate countless hours of their time to ensure that Buffalo Grove remains a premier community. President Hartstein expressed gratitude to those volunteers,as well as to our staff and Village Board for the time and effort they devote to the Village. TRUSTEE REPORTS Trustee Kahn noted that there will be a Blood Drive held at the Alcott Center on Saturday,March 10,2007. Trustee Berman reported on his testimony before the House Mass Transit Committee of the Illinois General Assembly in Springfield last Friday with regard to the Metra North Central rail service. On behalf of the Board,Trustee Kahn thanked Trustee Berman for his tireless efforts as an advocate for public transportation in Buffalo Grove. The Village Clerk noted that the next meeting for the 50te Anniversary Committee will be held on March 29, 2007. The Committee is asking residents for pictures of the Village throughout the years,as well as histories of the inceptions of religious institutions,schools,and civic organizations. The Village Clerk noted that the municipal election will be held on April 17,2007,and reminded residents that the last day to register to vote in this election is March 20,2007;she noted that early voting for Cook County residents will be held at the Village Hall from March 26 through April 12,2007. The Village of Buffalo Grove will no longer be a site for early voting by decision of Lake County,therefore,early voting for Lake County O residents will take place at the Vernon Township office. QUESTIONS FROM THE AUDIENCE President Hartstein asked if there were any questions from the audience on items not on the agenda;there were none. CONSENT AGENDA Loam President Hartstein explained the Consent Agenda,stating that any member of the audience or the Board could request that an item be removed for full discussion;there were no such requests. The Village Clerk read a brief synopsis of each of the items on the Consent Agenda. Moved by Kahn,seconded by Braiman,to approve the Consent Agenda. RESOLUTION#2007-9—PRIVATE ACTIVITY BOND ALLOCATION Motion to pass Resolution#2007-4,transferring$3,664,775.00 Private Activity Bond Allocation to the Private Activity Bond Clearinghouse Pool,hosted by the Village of Buffalo Grove. RESOLUTION#2007-10—ILLINOIS LIQUOR CONTROL ACT OF 1934 Motion to pass Resolution#2007-10,expressing support for the amending a provision of the Illinois Liquor Control Act of 1934(SB0158)regarding parental responsibility and underage drinking. Upon roll call,Trustees voted as follows on the Consent Agenda: AYES: 4—Braiman,Glover,Berman,Kahn NAYS: 0—None ABSENT: 2—Trilling,Rubin Motion declared carried. 11840 03/05/2007 FISCAL 2007 BUDGET PRESENTATION Mr.Brimm presented opening comments and the budget structure for this evening. Trustee Braiman stated that he is very happy that we are changing our budget year to a calendar year,and he appreciates staffs commitment to the calendar year budget. Mr.Brimm confirmed that this budget has been reviewed by the Board,as well as staff,over the past several months. Trustee Braiman also noted that he appreciates all of the records that have been presented to the Board as supporting documentation;he did ask that there be a consistent format for each of the departments. Mr.Brimm stated that the kick-off date for the next budget year,which will be the first full cycle as a calendar year,will be the first of September. Staff will prepare documentation with the next budget so that it will be possible to make a comparison,even though this budget is only for 8 months. Mk Brimm absolutely confirmed that this budget is a planning document,and each and every capital >= improvement item must be individually brought before the Board for approval. am' In answer to a question from Trustee Braiman,Mr.Brimm stated that he and Mr.Malinowski are meeting with representatives from Northern Illinois University who provide consulting in terms of compensation analysis. OTrustee Berman stated that this presentation and form of this budget is the best that he has seen since he has been on the board and he noted that Mr.Brimm and Mr.Anderson and the staff are to be commended;he also pointed out for the viewing audience that this presentation tonight is the cuhnination of a long process on the part of both staff and the Board. F=Wn Staff presented the revenue and expenditures for each of the funds,after which they answered questions from the Board. Mr.Brimm stated that staff will make changes suggested by the Board tonight,and bring the final document back before the Board with a resolution for adoption. Trustee Braiman thanked Mr.Brimm and the entire staff for an outstanding job of preparing this budget document,and he noted that the Board does appreciate their effort. President Hartstein also noted that we owe a debt of gratitude to the entire staff for their work in assembling this budget. ADJOURNMENT Moved by Braiman,seconded by Berman,to adjourn the meeting. Upon voice vote,the motion was declared carried,and the meeting was adjourned at 10:16 P.M. Janet M.Sirabian,Village Clerk APPROVED BY ME THIS 19th DAY OF March ,2007 Village President VILLAGE OF BUFFALO GROVE WARRANT#1069 19-Mar-07 Corporate Fund: Reimbursements & Fund Transfers 20,165.71 Reserve for Capital Replacement-Autos 64.45 Reserve for Capital Replacement-MIS 2,310.33 Revenue Reimbursements 5,447.96 Legislative 3,030.79 Office of Village Manager 12,426.23 Management Information Systems 51,438.01 Legal 29,764.54 Finance & General Services 19,669.82 Fire Services 245,349.09 Police Services 193,471.95 Building & Zoning 23,101.04 Engineering Services 16,932.07 Building & Grounds 86,648.00 Street & Bridge Operations 139,097.41 Street & Bridge Administration 6,004.82 Forestry 67,696.42 Central Garage 28,578.90 Drainage System 2,385.63 ESDA 3,201.35 Transfer/Non Operating 320,858.25 Total 1,277,642.77 Illinois Municipal Retirement Fund: 0.00 Parking Lot Fund: 1,837.00 Motor Fuel Tax Fund: 5,687.95 Capital Projects-Facilities: 7,911.00 Capital Projects-Streets: 2,131.33 Health Insurance Expense 5,228.44 Facilities Development Debt Service Fund: 0.00 Police Pension Fund: 0.00 Fire Pension Fund: 3,638.00 R.H.S. 0.00 Water Fund: Reimbursements & Refunds: 0.00 Water Operations 60,374.34 Sewer Operations 294,380.52 Total 354,754.86 Buffalo Grove Golf Fund: Reimbursements & Refunds: 0.00 Golf Operations 53,061.91 Total 53,061.91 Arboretum Golf Fund: Reimbursements 0.00 Golf Operations 12,408.96 Total 12,408.96 Refuse Service Fund: 84,923.17 PAYROLL PERIOD ENDING 03/04/07 806,086.46 TOTAL WARRANT#1069 2,615,311.85 APPROVED FOR PAYMENT BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, ILLINOIS Village Clerk Village President 03/04/07 Adj Bonus(Mar) Balance Net Earnings 438,028.25 47,948.55 485,976.80 Federal W/H PENMO 945 0.00 Federal W/H BW 941 78,758.79 6,860.59 85,619.38 Federal W/H MO 941 0.00 Credit Union 19,995.77 19,995.77 State W/H 16,675.58 1,514.12 State W/H Wisc 949.61 949.61 383.00 383.00 United Way Bright Directions 380.00 380.00 AFLAC 0.00 Fire Pension/Sup 27.96 27.96 Pope Pension 18,377.46 2,453.96 20,831.42 Fire Pension 16,877.07 75.64 16,952.71 Flex Savings 4,207.91 4,207.91 Dependent Care 1,068.43 1,068.43 Retiree Health Sav 1,737.71 ICMA Employee 28,164.78 28,164.78 ICMA Employer 2,254.03 2,254.03 PPO Premium Deduct 9,717.39 9,717.39 IPBC/Retirees 0.00 FICA 18,135.39 2,350.79 20,486.18 40,972.36 FOP 0.00 Medicare 8,519.46 792.59 9,312.05 18,624.10 59,596.46 Fire Dues 232.00 232.00 'dotal 94'i ,ran"s er. Life Insurance 0.00 45,215.84 PC Purchase 1,095.85 1,095.85 Gamishments 2,945.62 2,945.62 Suspension 0.00 General Fund Fire 241.00 241.00 Sub-total 668,773.06 0.00 61,996.24 730,769.30 760,567.53 IMRF-Supplement 114.55 114.55 IMRF-Employee 12,550.52 1,482.37 14,032.89 IMRF-Employer 28,057.58 3,313.91 31,371.49 Gross Payroll 709-495.71 0.00 66,792.52 776,288.23 806,086.46 Bank Transfer Equals total of Payd Dist by Org ee Pay Adjustment Register, Current Employer Expense Payroll Gross 806,086.46 Bank Sheets should always=this# Water/Sewer 35,284.32 Police Pension Fire Pension BG Golf 18,102.48 Arb Golf 11,142.75 Difference between Pyrl Gross 741,556.91 Total Other Funds 64,529.55 less water/golf/pension Date: 03/15/07 11:05 Village of Buffalo Grove Page: 1 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000010 CORPORATE FUND VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 82115 BARRACUDA NETWORKS 83246 089638 229 RES CAP REP MIS 1,149.00 *TOTAL VENDOR BARRACUDA NETWORKS 1,149.00 99998 JRC CONSTRUCTION, INC 2/27/07 089597 224 DEP DIA 1, 000.00 205220 089598 224 DEP DIA 1,000.00 2/27/07 089597 224 DEP DIA 1,000.00 *TOTAL VENDOR -> ONE-TIME VENDORS 3,000.00 152889 CDW GOVERNMENT, INC DNW7416 089782 229 RES CAP REP MIS 1,161.33 *TOTAL VENDOR CDW GOVERNMENT, INC 1,161.33 276000 FEDERAL EXPRESS CORP. 8-715-4151 089587 229 RES CAP REP AUTO/ 10.23 8-715-4151 089587 223 RES CAP REP AUTO/ 54.22 *TOTAL VENDOR FEDERAL EXPRESS COR 64.45 735300 RAYSA & ZIMMERMANN 15760 089801 224 DEP DIA 552.50 *TOTAL VENDOR RAYSA & ZIMMERMANN 552.50 903040 VILLAGE OF BUFFALO GROVE FEB 07 089754 124 INT DIST INV POOL 1,510.29 *TOTAL VENDOR VILLAGE OF BUFFALO 1,510.29 903130 VBG-FAC DEV DEBT SERV FND FEB 07 089755 128 INT DIST INV POOL 2,265.44 *TOTAL VENDOR VBG-FAC DEV DEBT SE 2,265.44 * 903165 VBG-HEALTH INS FEB 07 089757 126 INT DIST INV POOL 7,551.46 *TOTAL VENDOR VBG-HEALTH INS 7,551.46 * 903280 VILLAGE OF BUFFALO GROVE FEB 07 089756 132 INT DIST INV POOL 5,286.02 *TOTAL VENDOR VILLAGE OF BUFFALO 5,286.02 * **TOTAL CORPORATE FUND 22,540.49 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 2 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000210 CORPORATE REVENUE VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 48410 ANDRES MEDICAL BILLING 20535 089777 1259 AMB TRANSP FEES 3,415.91 *TOTAL VENDOR ANDRES MEDICAL BILL 3,415.91 99998 RON NOSKO 1827 089793 1081 PASS REG 20.00 520 089778 1081 PASS REG 40.00 2153 089786 1081 PASS REG 20.00 1521 089726 1081 PASS REG 20.00 6010 089768 1081 PASS REG 40.00 *TOTAL VENDOR -> ONE-TIME VENDORS 140.00 688970 PAS SYSTEMS INT'L 5521 089702 1299 ALL OTHER INCOME 1,892.05 *TOTAL VENDOR PAS SYSTEMS INT'L 1,892.05 **TOTAL CORPORATE REVENUE 5,447.96 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 3 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000401 LEGISLATIVE VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 160360 CROWN TROPHY 603735 089653 3718 ARTS COMM 33.00 *TOTAL VENDOR CROWN TROPHY 33.00 * 760083 MARA SABATH MAR 07 089727 3717 RES WITH DISAB 243.81 *TOTAL VENDOR MARA SABATH 243.81 * 842100 303 TAXI 924382 089742 4942 SR CIT TAXI SERV 160.00 *TOTAL VENDOR 303 TAXI 160.00 * 881070 UNIQUE VIDEO PRODUCTIONS MULTIPLE 089746 4941 CABLE TV PROG 795.00 MULTIPLE 089746 4941 CABLE TV PROG 895.00 *TOTAL VENDOR UNIQUE VIDEO PRODUC 1,690.00 * 903100 VILLAGE OF BUFFALO GROVE HOLIDAY 06 089805 4935 ALL OTHER EXP 795.96 *TOTAL VENDOR VILLAGE OF BUFFALO 795.96 * 903230 VBG VIL MGRS OFFICE 03/14/07 089802 4935 MISC EXP 67.00 03/14/07 089802 3712 MISC EXP 41.02 *TOTAL VENDOR VBG VIL MGRS OFFICE 108.02 * **TOTAL LEGISLATIVE 3, 030.79 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 4 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000405 OFC VLG MANAGER VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 10550 AIM BUSINESS PRINTERS 7906 089566 3220 NEWSLETTER 7, 000.00 *TOTAL VENDOR AIM BUSINESS PRINTE 7, 000.00 152497 COMCAST CABLE 79098 FEB 089648 4941 CABLE TV PROG 4.50 *TOTAL VENDOR COMCAST CABLE 4.50 * 903100 VILLAGE OF BUFFALO GROVE 03/14/07 089759 3512 RES UNEMPLOYMENT 480.00 HOLIDAY 06 089805 4935 ALL OTHER EXP 1,061.28 3/14/07 089758 4317 RES COMP REPLACE 1,658.80 *TOTAL VENDOR VILLAGE OF BUFFALO 3,200.08 903165 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 2,187.82 *TOTAL VENDOR VBG-HEALTH INS 2,187.82 * 903230 VBG VIL MGRS OFFICE 03/14/07 089802 3215 MISC EXP 17.00 03/14/07 089802 4935 MISC EXP 16.83 *TOTAL VENDOR VBG VIL MGRS OFFICE 33.83 * **TOTAL OFC VLG MANAGER 12,426.23 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 5 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000407 MIS VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 361010 HEWLETT PACKARD CO. 64124518 089593 3216 MAINT CONTRACT 1,224.00 *TOTAL VENDOR HEWLETT PACKARD CO 1,224.00 375776 IL CENTURY NETWORK/ 21445 089594 3211 TELEPHONE 246.25 *TOTAL VENDOR IL CENTURY NETWORK/ 246.25 * 570395 MIDWEST TECH SERV, INC. 29164 089603 4313 OFFICE EQUIPMENT 4, 054.00 *TOTAL VENDOR MIDWEST TECH SERV, 4, 054.00 * 573955 MNJ TECHOLOGIES DIRECT 2079682 089692 3221 COMP SERV 6,150.00 *TOTAL VENDOR MNJ TECHOLOGIES DIR 6,150.00 * 712180 PSC MULTIPLE 089706 3221 COMP SERV 6,595.00 *TOTAL VENDOR PSC 6,595.00 * 749500 RMS INFO TECH INTEG MULTIPLE 089711 3221 COMP SERV 7,288.00 MULTIPLE 089711 3221 COMP SERV 4,537.50 *TOTAL VENDOR RMS INFO TECH INTEG 11,825.50 804650 SOUND INCORPORATED MULTIPLE 089616 3221 EQUIP RENTAL/COMP 1,277.32 *TOTAL VENDOR SOUND INCORPORATED 1,277.32 903100 VILLAGE OF BUFFALO GROVE 03/14/07 089759 3512 RES UNEMPLOYMENT 360.00 3/14/07 089758 4317 RES COMP REPLACE 15,000.00 *TOTAL VENDOR VILLAGE OF BUFFALO 15,360.00 * 903165 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 4,678.37 *TOTAL VENDOR VBG-HEALTH INS 4,678.37 * 903220 VILLAGE OF BUFFALO GROVE MULTIPLE 089762 4935 MISC EXP 27.57 *TOTAL VENDOR VILLAGE OF BUFFALO 27.57 * **TOTAL MIS 51,438.01 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 6 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000408 MIS VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED Date: 03/15/07 11:05 Village of Buffalo Grove Page: 7 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000408 LEGAL SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 200412 DYNAMEX 118903 089715 3617 MSGR SERV 52.62 *TOTAL VENDOR DYNAMEX 52.62 * 687700 PADDOCK PUBLICATIONS, INC. MULTIPLE 089798 3615 LEG NOTICES/FIRE 144.69 *TOTAL VENDOR PADDOCK PUBLICATION 144.69 * 735200 WILLIAM RAYSA MAR 07 089611 3611 RETAINER FEES 4,166.66 *TOTAL VENDOR WILLIAM RAYSA 4,166.66 * 735300 RAYSA & ZIMMERMANN 15758 089707 3613 ATTNY FEE/LEG REI 19,935.00 15758 089707 3619 ATTNY FEE/LEG REI 65.57 *TOTAL VENDOR RAYSA & ZIMMERMANN 20,000.57 * 770000 RONALD SANDLER & ASSOC. FEB 07 089728 3612 PROSC FEES 5,400.00 *TOTAL VENDOR RONALD SANDLER & AS 5,400.00 **TOTAL LEGAL SERVICES 29,764.54 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 8 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000410 FIN & GEN SERVICES VENDOR## VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 32267 RAY ALLEN MANUF CO 219439 089712 1299 ALL OTHER INCOME 1,667.24 *TOTAL VENDOR RAY ALLEN MANUF CO 1,667.24 114810 BUFFALO GROVE PARK DIST. 2025 089779 3713 BG DAYS COMM 1,262.54 *TOTAL VENDOR BUFFALO GROVE PARK 1,262.54 * 124098 CAREERBUILDER, LLC MM00066320 089644 3714 FIRE & POLICE COM 2, 053.00 *TOTAL VENDOR CAREERBUILDER, LLC 2, 053.00 * 276000 FEDERAL EXPRESS CORP. MULTIPLE 089784 3212 POSTAGE 13 .76 MULTIPLE 089784 3212 POSTAGE 13.76 *TOTAL VENDOR FEDERAL EXPRESS COR 27.52 * 495217 KLEIN, THORPE & JENKINS MULTIPLE 089719 3618 SPECIAL COUNCIL 350.00 *TOTAL VENDOR KLEIN, THORPE & JEN 350.00 * 598773 NEOPOST LEASING 4536283 089792 3217 EQUIP RENTAL 218.22 *TOTAL VENDOR NEOPOST LEASING 218.22 * 620321 OCE FINANCIAL SERV INC MULTIPLE 089795 3216 MAINT CONT/OFF EQ 971.75 *TOTAL VENDOR OCE FINANCIAL SERV 971.75 * 620390 OFFICE DEPOT CREDIT PLAN 375912548- 089794 3240 OFFICE SUPP 108.12 *TOTAL VENDOR OFFICE DEPOT CREDIT 108.12 * 687760 PADDOCK PUBLICATIONS,INC. MULTIPLE 089798 3224 LEG NOTICES/FIRE 668.00 MULTIPLE 089798 3714 LEG NOTICES/FIRE 1,161.00 *TOTAL VENDOR PADDOCK PUBLICATION 1,829.00 * 788768 SHRED-IT NORTH CHICAGO 21226601 089731 3216 MAINT CONTR 75.00 *TOTAL VENDOR SHRED-IT NORTH CHIC 75.00 * 852310 TRANS UNION CORP. Date: 03/15/07 11:05 Village of Buffalo Grove Page: 9 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000410 FIN & GEN SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 2764414 089744 3714 FIRE & POLICE COM 52.80 *TOTAL VENDOR TRANS UNION CORP. 52.80 903100 VILLAGE OF BUFFALO GROVE 03/14/07 089759 3512 RES UNEMPLOYMENT 1,200.00 3/14/07 089758 4317 RES COMP REPLACE 476.00 HOLIDAY 06 089805 4935 ALL OTHER EXP 862.29 *TOTAL VENDOR VILLAGE OF BUFFALO 2,538.29 903165 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 7,375.34 *TOTAL VENDOR VBG-HEALTH INS 7,375.34 903220 VILLAGE OF BUFFALO GROVE MULTIPLE 089762 3213 MISC EXP 14.87 MULTIPLE 089762 4935 MISC EXP 75.00 MULTIPLE 089762 3112 MISC EXP 25.95 MULTIPLE 089762 4935 MISC EXP 17.00 *TOTAL VENDOR VILLAGE OF BUFFALO 132.82 949066 WORKPLUS OCCUP HEALTH-RHC 15276 089765 3714 POLICE & FIRE COM 946.00 *TOTAL VENDOR WORKPLUS OCCUP HEAL 946.00 964520 XEROX CORPORATION 23611131 089806 3216 MAINT CONTR 62.18 *TOTAL VENDOR XEROX CORPORATION 62.18 **TOTAL FIN & GEN SERVICES 19,669.82 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 10 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000421 FIRE SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 93750 BIO-TRON, INC. MULTIPLE 089639 4111 M&R DEPT EQUIP 202.50 *TOTAL VENDOR BIO-TRON, INC. 202.50 * 124402 CASCADE SUB SERV INC 980923 089714 3218 SUB/PUB 67.95 *TOTAL VENDOR CASCADE SUB SERV IN 67.95 * 152889 CDW GOVERNMENT, INC MULTIPLE 089580 3250 MISC SUPP/SUPP FO 96.00 DQK0863 089650 4111 M&R DEPT EQUIP 130.40 *TOTAL VENDOR CDW GOVERNMENT, INC 226.40 * 153460 CONNECTIONS UNLIMITED 22039 089581 3115 CLOTH ALLOW 162.85 MULTIPLE 089651 3115 CLOTH ALLOW 440.00 MULTIPLE 089651 3115 CLOTH ALLOW 116.39 MULTIPLE 089651 3115 CLOTH ALLOW 115.90 *TOTAL VENDOR CONNECTIONS UNLIMIT 835.14 * 161003 CTE 13 089654 4923 CAFT SITE EXP 550.89 *TOTAL VENDOR CTE 550.89 * 283300 FIRE CHIEF MAGAZINE 7155016-R4 089659 3218 SUB/PUB 78.00 *TOTAL VENDOR FIRE CHIEF MAGAZINE 78.00 * 284218 THE FITNESS CONNECTION 5-1837 089716 4936 CONT SERV 475.00 *TOTAL VENDOR THE FITNESS CONNECT 475.00 * 302460 GALL'S INC. MULTIPLE 089663 3115 PRINT STAFF/CLOTH 105.98 *TOTAL VENDOR GALL'S INC. 105.98 * 302510 GARVEY'S OFFICE PRODUCTS 8189760 089664 3240 OFFICE SUPP 154.68 *TOTAL VENDOR GARVEY'S OFFICE PRO 154.68 * 348516 HASTINGS AIR ENERGY CONT 22413 089592 4111 M&R DEPT EQUIP 101.24 *TOTAL VENDOR HASTINGS AIR ENERGY 101.24 * Date: 03/15/07 11:05 Village of Buffalo Grove Page: 11 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000421 FIRE SERVICES VENDOR#., VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 417840 IL FIRE CHIEFS' ASSOC. 5/4&5/07 089595 3112 PRO TRNG 75.00 *TOTAL VENDOR IL FIRE CHIEFS' ASS 75.00 * 417882 IL FIRE INSP ASSOC 7956 089672 3112 PRO TRNG 440.00 *TOTAL VENDOR IL FIRE INSP ASSOC 440.00 * 423900 I.R.M.A. 6973 089788 4928 DED COMP/NO DED 947.05 *TOTAL VENDOR I.R.M.A. 947.05 * 512560 LAKE CO FIRE CHIEFS ASSOC YR 2007 089680 3113 MEMBERSHIP/DUES 175.00 YR 2007 089680 3113 MEMBERSHIP/DUES 150.00 *TOTAL VENDOR LAKE CO FIRE CHIEFS 325.00 * 518251 LEGAL BRIEFINGS FOR 6/07 089683 3218 SUB/PUB 98.76 *TOTAL VENDOR LEGAL BRIEFINGS FOR 98.76 * 568263 MUNICIPAL EMER. SERV 404141 089694 3117 EMP SAFETY EQUIP 60.19 *TOTAL VENDOR MUNICIPAL EMER. SER 60.19 * 568270 MET FIRE CHIEFS ASSOC 4/17/07 089687 4935 ALL OTHER EXP 180.00 *TOTAL VENDOR MET FIRE CHIEFS ASS 180.00 * 572007 LINDE GAS LLC MULTIPLE 089685 3250 SUPP GOLF COURSE/ 71.04 MULTIPLE 089721 3216 MAINT CONTR 129.92 *TOTAL VENDOR LINDE GAS LLC 200.96 * 577600 MOHAWK STAMP CO. MULTIPLE 089723 3240 OFFICE SUPP 42.85 *TOTAL VENDOR MOHAWK STAMP CO. 42.85 * 585392 MOTOROLA INC 88820560 089693 3250 MISC SUPP 65.54 *TOTAL VENDOR MOTOROLA INC 65.54 * Date: 03/15/07 11:05 Village of Buffalo Grove Page: 12 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000421 FIRE SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 589700 MABAS DIV XII 3/15/07 089601 3112 PRO TRNG 75.00 *TOTAL VENDOR MABAS DIV XII 75.00 * 598320 NAT FIRE PROT. ASSOC YEAR 2007 089696 3113 MEMBERSHIP/DUES 150.00 *TOTAL VENDOR NAT FIRE PROT. ASSO 150.00 * 605142 NILES FIRE DEPT MULTIPLE 089724 3112 PRO TRNG 130.00 MULTIPLE 089724 3112 PRO TRNG 65.00 MULTIPLE 089724 3112 PRO TRNG 260.00 *TOTAL VENDOR NILES FIRE DEPT 455.00 717150 PRAIRIE MATERIAL SALES MULTIPLE 089705 4923 CAFT SITE EXP 519.00 MULTIPLE 089705 4923 CAFT SITE EXP 1,353.00 MULTIPLE 089705 4923 CAFT SITE EXP 1,353.00 *TOTAL VENDOR PRAIRIE MATERIAL SA 3,225.00 719925 PUBLIC AGENCY TRNG COUNC 88167 089610 3112 PRO TRNG 250.00 *TOTAL VENDOR PUBLIC AGENCY TRNG 250.00 755930 ROGAN'S SHOES 3/6/07 089613 3115 CLOTH ALLOW 161.49 *TOTAL VENDOR ROGAN'S SHOES 161.49 774855 SEA LIONS DIVE CENTER MULTIPLE 089729 4111 M&R DEPT EQUIP/SM 530.00 MULTIPLE 089729 3824 M&R DEPT EQUIP/SM 47.30 MULTIPLE 089729 4111 M&R DEPT EQUIP/SM 537.20 *TOTAL VENDOR SEA LIONS DIVE CENT 1,114.50 802182 SOS TECHNOLOGIES 15947 089617 3016 SALARIES SPEC DUT 573.45 *TOTAL VENDOR SOS TECHNOLOGIES 573.45 804650 SOUND INCORPORATED MULTIPLE 089616 3217 EQUIP RENTAL/COMP 286.21 *TOTAL VENDOR SOUND INCORPORATED 286.21 807996 SPRINT Date: 03/15/07 11:05 Village of Buffalo Grove Page: 13 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000421 FIRE SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 72158 JAN 089618 3250 MISC SUPP 97.52 *TOTAL VENDOR SPRINT 97.52 903100 VILLAGE OF BUFFALO GROVE HOLIDAY 06 089805 4935 ALL OTHER EXP 1,260.27 MARCH 07 089760 4315 CAP REP TRANS 146,375.00 3/14/07 089758 4317 RES COMP REPLACE 6,100.00 03/14/07 089759 3512 RES UNEMPLOYMENT 7,920.00 *TOTAL VENDOR VILLAGE OF BUFFALO 161,655.27 903165 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 71,035.72 *TOTAL VENDOR VBG-HEALTH INS 71,035.72 986000 ZEP MFG. CO. 30282228 089766 3250 MISC SUPP 661.71 *TOTAL VENDOR ZEP MFG. CO. 661.71 988700 ZIMMERMAN HARDWARE 1346 FEB 0 089628 3824 MISC EXP 17.23 1346 FEB 0 089628 4935 MISC EXP 200.00 1346 FEB 0 089628 3240 MISC EXP 32.39 1346 FEB 0 089628 4213 MISC EXP 15.90 1346 FEB 0 089628 3916 MISC EXP 57.78 1346 FEB 0 089628 3250 MISC EXP 48.75 1346 FEB 0 089628 4111 MISC EXP 3.04 *TOTAL VENDOR ZIMMERMAN HARDWARE 375.09 **TOTAL FIRE SERVICES 245,349.09 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 14 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000431 POLICE SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 4327 ACCURINT 20070228 089564 3345 SUPP FOSG 68.25 *TOTAL VENDOR ACCURINT 68.25 * 32146 ALARM SYSTEMS DIST. 1256 089632 4118 STAFF EQUIP 462.73 *TOTAL VENDOR ALARM SYSTEMS DIST. 462.73 * 32272 ALL AGAINST INTOX MOTOR YR 07 089634 4318 DUE ASSMNT PURCH 100.00 *TOTAL VENDOR ALL AGAINST INTOX M 100.00 * 48160 KENNETH ANDERSON 3/7/07 089769 4914 PRIS CONT 194.97 *TOTAL VENDOR KENNETH ANDERSON 194.97 51035 ARCH WIRELESS/METRO CALL Q2242030C 089713 3340 EQUIP RENT 72.00 *TOTAL VENDOR ARCH WIRELESS/METRO 72.00 * 52355 ASAP SOFTWARE 3604204 089571 4931 CON FEES OTHER/PR 616.00 3604204 089571 4919 CON FEES OTHER/PR 400.00 *TOTAL VENDOR ASAP SOFTWARE 1, 016.00 * 79000 STEVE BALINSKI 3/5/07 089637 3115 CLOTH ALLOW 138.32 *TOTAL VENDOR STEVE BALINSKI 138.32 * 82110 BANNER PLUMBING SUPP CO 1179952 089572 4313 OFFICE EQUIPMENT 191.79 *TOTAL VENDOR BANNER PLUMBING SUP 191.79 * 99998 GREGORY CONNOR CONS. INC. 1/25/07 089652 3112 PRO TRNG 195.00 449/18417 089612 3211 TELEPHONE 297.00 *TOTAL VENDOR -> ONE-TIME VENDORS 492.00 * 139010 CHICAGO COMM. SERV. INC. MULTIPLE 089646 4113 MOB DATA TERM/PAT 181.50 MULTIPLE 089646 4116 MOB DATA TERM/PAT 441.00 *TOTAL VENDOR CHICAGO COMM. SERV. 622.50 * Date: 03/15/07 11:05 Village of Buffalo Grove Page: 15 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000431 POLICE SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 139499 CITICORP VENDOR FIN. INC 07324 089770 4313 OFFICE EQUIP 892.93 *TOTAL VENDOR CITICORP VENDOR FIN 892.93 152889 CDW GOVERNMENT, INC MULTIPLE 089580 3345 MISC SUPP/SUPP FO 32.99 *TOTAL VENDOR CDW GOVERNMENT, INC 32.99 * 153505 THE CLUB HOUSE TAVERN 2/23/07 089584 4935 ALL OTHER EXP 206.70 *TOTAL VENDOR THE CLUB HOUSE TAVE 206.70 * 240500 ENTENMANN-ROVIN CO. 25946 089658 3115 CLOTH ALLOW 227.50 26906 089586 3115 CLOTH ALLOW 132.70 *TOTAL VENDOR ENTENMANN-ROVIN CO. 360.20 * 288970 FOX INT'L LTD. , INC 154349500 089717 4954 OVERWEIGHT TRUCK 162.75 *TOTAL VENDOR FOX INT'L LTD. , INC 162.75 * 302460 GALL'S INC. MULTIPLE 089663 3332 PRINT STAFF/CLOTH 407.32 *TOTAL VENDOR GALL'S INC. 407.32 * 326010 GR COOK CO POL CAP ASSOC YR 2007 089669 3113 MEMBERSHIP/DUES 80.00 *TOTAL VENDOR GR COOK CO POL CAP 80.00 * 423900 I.R.M.A. 6973 089788 4929 DED COMP/NO DED 2, 916.80 6973 089788 4929 DED COMP/NO DED 7,500.00 *TOTAL VENDOR I.R.M.A. 10,416.80 482300 KALE UNIFORMS, INC. 81243 089675 3115 CLOTH ALLOW 94.64 *TOTAL VENDOR KALE UNIFORMS, INC. 94.64 * 523060 LETTO GRAPHICS, INC 16803 089790 3332 PRINT STAFF 277.00 *TOTAL VENDOR LETTO GRAPHICS, INC 277.00 * 526895 LIFESAVERS CONFERENCE, INC Date: 03/15/07 11:05 Village of Buffalo Grove Page: 16 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000431 POLICE SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 3/25-27/07 089773 3213 TRAVEL 300.00 *TOTAL VENDOR LIFESAVERS CONFEREN 300.00 546820 MARK TWENTY BUS. SUPP 9953 089722 3347 SUPP RECORDS 217.02 *TOTAL VENDOR MARK TWENTY BUS. SU 217.02 * 605128 NEXTEL COMMUNICATIONS 251253222- 089697 3211 TELEPHONE 2,778.47 *TOTAL VENDOR NEXTEL COMMUNICATIO 2,778.47 * 611920 N E MULTI-REG. TRNG. 89884 089605 3112 PRO TRNG 330.00 *TOTAL VENDOR N E MULTI-REG. TRNG 330.00 * 611999 NORTHWESTERN UNIV YR 2007 089699 3113 MEMBERSHIP/DUES 25.00 *TOTAL VENDOR NORTHWESTERN UNIV 25.00 * 620382 OFFICE ENVIRONMENTS 147183 089797 4118 STAFF EQUIPMENT 23.85 *TOTAL VENDOR OFFICE ENVIRONMENTS 23.85 * 654250 ORPHANS OF THE STORM FEB 07 089700 4918 ANIMAL CONTROL 22.50 *TOTAL VENDOR ORPHANS OF THE STOR 22.50 * 699400 P.F. PETTIBONE & COMPANY 12815 089704 3332 PRINTING STAFF 732.73 *TOTAL VENDOR P.F. PETTIBONE & CO 732.73 * 737240 JOHN E. REID & ASSOC. 77714 089709 3112 PRO TRNG 450.00 *TOTAL VENDOR JOHN E. REID & ASSO 450.00 * 759942 JULIE RUSSELL 2/27/07 089615 3112 PRO TRNG 37.53 *TOTAL VENDOR JULIE RUSSELL 37.53 * 841556 THE DUTY RIG.COM 255 089740 3115 CLOTH ALLOW 18.98 *TOTAL VENDOR THE DUTY RIG.COM 18.98 * Date: 03/15/07 11:05 Village of Buffalo Grove Page: 17 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000431 POLICE SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 881029 UNIFORMITY INC 109777 089624 3115 CLOTH ALLOW 21.85 *TOTAL VENDOR UNIFORMITY INC 21.85 903100 VILLAGE OF BUFFALO GROVE HOLIDAY 06 089805 4914 ALL OTHER EXP 3,847.14 03/14/07 089759 3512 RES UNEMPLOYMENT 10,200.00 3/14/07 089758 4317 RES COMP REPLACE 16,500.00 MARCH 07 089760 4315 CAP REP TRANS 62,500.00 *TOTAL VENDOR VILLAGE OF BUFFALO 93,047.14 903165 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 78,886.99 *TOTAL VENDOR VBG-HEALTH INS 78,886.99 903220 VILLAGE OF BUFFALO GROVE MULTIPLE 089762 3113 MISC EXP 30.00 MULTIPLE 089762 4935 MISC EXP 17.00 MULTIPLE 089762 3214 MISC EXP 18.82 MULTIPLE 089762 4935 MISC EXP 29.89 MULTIPLE 089762 4935 MISC EXP 5.83 MULTIPLE 089762 4935 MISC EXP 14.88 MULTIPLE 089762 4935 MISC EXP 5.42 MULTIPLE 089762 3343 MISC EXP 37.55 MULTIPLE 089762 3113 MISC EXP 16.00 MULTIPLE 089762 3345 MISC EXP 2.61 MULTIPLE 089762 3113 MISC EXP 12.00 *TOTAL VENDOR VILLAGE OF BUFFALO 190.00 * 903250 VILLAGE OF BUFFALO P. D. 2740 089803 4935 ALL OTHER EXP 100.00 *TOTAL VENDOR VILLAGE OF BUFFALO 100.00 * **TOTAL POLICE SERVICES 192, 084.05 1,387.90 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 18 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000441 BUILDING & ZONING VENDOR# VENDOR NAME INVOICk# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 326000 GREAT LAKES FIRE & SAFETY 141154 089787 3824 SMALL EQUIP 96.00 *TOTAL VENDOR GREAT LAKES FIRE & 96.00 * 418870 IPELRA 4/13/07 089718 3118 TUIT REIMB 150.00 *TOTAL VENDOR IPELRA 150.00 * 432923 INT CODE COUNCIL, INC 270410 089596 3218 SUB/PUB 127.50 272482 089673 3112 PRO TRNG 91.00 *TOTAL VENDOR INT CODE COUNCIL, I 218.50 * 512950 LANDAUER, INC. 181972=00 089720 4935 ALL OTHER EXP 688.50 *TOTAL VENDOR LANDAUER, INC. 688.50 * 785250 BRIAN SHEEHAN 4364283 089730 4935 ALL OTHER EXP 153.25 *TOTAL VENDOR BRIAN SHEEHAN 153.25 * 810215 STAPLES BUS ADV 8006445001 089737 3240 OFFICE SUPP 51.18 *TOTAL VENDOR STAPLES BUS ADV 51.18 * 818470 SUB BLDG OFF CONF 3/5/07 089774 3112 PRO TRNG 95.00 MAR 07 089775 3112 PRO TRNG 285.00 *TOTAL VENDOR SUB BLDG OFF CONF 380.00 842000 THOMPSON ELEVATOR INSP. 07-0698 089741 4913 CONS FEES OTHER 40.00 07-0653 089622 4913 CONS FEES OTHER 80.00 *TOTAL VENDOR THOMPSON ELEVATOR I 120.00 903100 VILLAGE OF BUFFALO GROVE MARCH 07 089760 4315 CAP REP TRANS 8,466.50 HOLIDAY 06 089805 4935 ALL OTHER EXP 795.96 3/14/07 089758 4317 RES COMP REPLACE 500.00 03/14/07 089759 3512 RES UNEMPLOYMENT 1,200.00 *TOTAL VENDOR VILLAGE OF BUFFALO 10,962.46 903165 VBG-HEALTH INS Date: 03/15/07 11:05 Village of Buffalo Grove Page: 19 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000441 BUILDING & ZONING VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED MARCH 07 089752 3111 EMP INS PREM 10,216.83 *TOTAL VENDOR VBG-HEALTH INS 10,216.83 903220 VILLAGE OF BUFFALO GROVE MULTIPLE 089762 3112 MISC EXP 15.00 MULTIPLE 089762 3824 MISC EXP 10.99 MULTIPLE 089762 4935 MISC EXP 38.33 *TOTAL VENDOR VILLAGE OF BUFFALO 64.32 **TOTAL BUILDING & ZONING 22,721.04 380.00 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 20 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000445 ENGINEERING SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 93400 B & H INDUSTRIES 762461 089575 3219 PRINTING 438.72 *TOTAL VENDOR B & H INDUSTRIES 438.72 * 147400 CLIFFORD-WALD CO. 39718 089625 4111 M&R DEPT EQUIP 517.00 *TOTAL VENDOR CLIFFORD-WALD CO. 517.00 * 334405 HAGEMEYER NO. AMER 1004131 089591 4111 M&R DEPT EQUIP 64.50 *TOTAL VENDOR HAGEMEYER NO. AMER 64.50 * 423900 I.R.M.A. 6973 089788 4928 DED COMP/NO DED 819.27 *TOTAL VENDOR I.R.M.A. 819.27 * 903100 VILLAGE OF BUFFALO GROVE MARCH 07 089760 4315 CAP REP TRANS 3,349.50 03/14/07 089759 3512 RES UNEMPLOYMENT 720.00 3/14/07 089758 4317 RES COMP REPLACE 6, 830.50 HOLIDAY 06 089805 4935 ALL OTHER EXP 132.66 *TOTAL VENDOR VILLAGE OF BUFFALO 11, 032.66 * 903165 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 4, 049.61 *TOTAL VENDOR VBG-HEALTH INS 4, 049.61 * 903220 VILLAGE OF BUFFALO GROVE MULTIPLE 089762 3240 MISC EXP 10.31 *TOTAL VENDOR VILLAGE OF BUFFALO 10.31 * **TOTAL ENGINEERING SERVICES 16, 932.07 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 21 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000451 BUILDING SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 9210 ADVANCE ELECT SUPP CO MULTIPLE 089565 3916 M&R BLDG & FAC 52.51 *TOTAL VENDOR ADVANCE ELECT SUPP 52.51 32250 ALDRIDGE ELECTRIC, INC. MULTIPLE 089567 3913 M&R STREET LITES 5, 882.90 MULTIPLE 089633 3913 M&R STREET LITES 54,631.76 *TOTAL VENDOR ALDRIDGE ELECTRIC, I 60,514.66 91700 G.W. BERKHEIMER CO,INC. 190423 089574 3916 M&R BLDG & FAC 12.44 *TOTAL VENDOR G.W. BERKHEIMER CO, 12.44 112640 BUCKERIDGE DOOR CO. , INC 157558 089642 3916 M&R DEPT EQUIP 492.50 *TOTAL VENDOR BUCKERIDGE DOOR CO. 492.50 155050 R. L. CORTY & CO 43475 089583 3916 M&R BLDG & FAC 394.70 *TOTAL VENDOR R. L. CORTY & CO 394.70 304148 GATE OPTIONS 22195 089665 3916 M&R BLDG & FAC 457.00 *TOTAL VENDOR GATE OPTIONS 457.00 306910 G & K SERVICES NO CHICAGO MULTIPLE 089589 3114 UNIFORM RENTAL 146.22 MULTIPLE 089785 3114 UNIF RENTAL 9.53 MULTIPLE 089785 3114 UNIF RENTAL 41.67 *TOTAL VENDOR G & K SERVICES NO C 197.42 * 325900 GRAINGER,INC. 9304618243 089590 3916 M&R BLDG & FAC 75.96 MULTIPLE 089668 3916 LIFT STATION/M&R 75.65 *TOTAL VENDOR GRAINGER,INC. 151.61 * 357400 HENNING BROS. MULTIPLE 089671 3916 M&R DEPT EQUIP 186.65 *TOTAL VENDOR HENNING BROS. 186.65 * 612020 NICOR MULTIPLE 089604 3812 GAS FAC 584.83 MULTIPLE 089604 3812 GAS FAC 1,692.64 *TOTAL VENDOR NICOR 2,277.47 * Date: 03/15/07 11:05 Village of Buffalo Grove Page: 22 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000451 BUILDING SERVICES VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 696.079 PEOPLES ENERGY #1211 1211 JAN 0 089800 3812 GAS FAC 599.93 *TOTAL VENDOR PEOPLES ENERGY #121 599.93 * 696092 PEOPLES ENERGY #3520 3520 JAN 0 089607 3812 GAS FAC 36.66 *TOTAL VENDOR PEOPLES ENERGY #352 36.66 * 696093 PEOPLES ENERGY #2832 2832 JAN 0 089799 3812 GAS FAC 1,676.35 *TOTAL VENDOR PEOPLES ENERGY #283 1,676.35 * 696110 PETERSON ROOFING, INC 2/16/07 089609 3916 M&R BLDG & FAC 550.00 2/16/07 089609 3916 M&R BLDG & FAC 550.00 *TOTAL VENDOR PETERSON ROOFING, I 1,100.00 82071.0 SUBURBAN TRIM & GLASS 128865 089738 3916 M&R BLDG & FAC 1,956.48 *TOTAL VENDOR SUBURBAN TRIM & GLA 1,956.48 * 852250 TRANE 155385R1 089623 3916 M&R DEPT EQUIP 5.64 *TOTAL VENDOR TRANE 5.64 * 903100 VILLAGE OF BUFFALO GROVE 3/14/07 089758 4317 RES COMP REPLACE 50.00 MARCH 07 089760 4315 CAP REP TRANS 12,885.50 HOLIDAY 06 089805 4935 ALL OTHER EXP 132.66 03/14/07 089759 3512 RES UNEMPLOYMENT 480.00 *TOTAL VENDOR VILLAGE OF BUFFALO 13,548.16 * 903165 VBG-HEALTH INS MARCH" 07 089752 3111 EMP INS PREM 2,987.82 *TOTAL VENDOR VBG-HEALTH INS 2,987.82 * **TOTAL BUILDING SERVICES 86,648.00 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 23 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000461 STREET OPERATIONS VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 51210 ARLINGTON POWER EQUIP 313636 089569 4111 M&R DEPT EQUIP 52.39 *TOTAL VENDOR ARLINGTON POWER EQU 52.39 117800 BURRIS EQUIPMENT CO. MULTIPLE 089643 4111 M&R DEPT EQUIP 295.28 PS25502 089577 4111 M&R DEPT EQUIP 196.12 *TOTAL VENDOR BURRIS EQUIPMENT CO 491.40 124110 CARGILL, INC. MULTIPLE 089578 3821 SNO/ICE CONT 862.23 MULTIPLE 089780 3821 SNO/ICE CONT 6,767.81 MULTIPLE 089780 3821 SNO/ICE CONT 16,203.76 MULTIPLE 089578 3821 SNO/ICE CONT 14,342.88 *TOTAL VENDOR CARGILL, INC. 38,176.68 204600 EL-COR INDUSTRIES, INC MULTIPLE 089657 4111 MISC SUPP/M&R DEP 251.60 *TOTAL VENDOR EL-COR INDUSTRIES, 251.60 303740 GASAWAY DISTRIBUTORS, INC MULTIPLE 089588 3821 SNO/ICE CONT 2,430.99 MULTIPLE 089588 3821 SNO/ICE CONT 2,377.04 *TOTAL VENDOR GASAWAY DISTRIBUTOR 4,808.03 306910 G & K SERVICES NO CHICAGO MULTIPLE 089785 3114 UNIF RENTAL 32.46 MULTIPLE 089589 3114 UNIFORM RENTAL 142.83 MULTIPLE 089785 3114 UNIF RENTAL 16.18 *TOTAL VENDOR G & K SERVICES NO C 191.47 * 423900 I.R.M.A. 6973 089788 4928 DED COMP/NO DED 181.39 6973 089788 4928 DED COMP/NO DED 6.10 *TOTAL VENDOR I.R.M.A. 187.49 * 512650 LAKE CO DIV OF TRANS. T9126 089599 3216 MAINT CONTR 8,106.28 *TOTAL VENDOR LAKE CO DIV OF TRAN 8,106.28 * 568030 MENARDS 84372 089791 3250 MISC SUPP 66.41 *TOTAL VENDOR MENARDS 66.41 * Date: 03/15/07 11:05 Village of Buffalo Grove Page: 24 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000461 STREET OPERATIONS VENDOR# VENDOR NAME INVOIC9# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 612145 N W COMM HOSPITAL PHS268-68 089725 3111 GRP MED & LIFE 40.00 *TOTAL VENDOR N W COMM HOSPITAL 40.00 * 853645 TRUGREEN CHEMLAWN 521474 089745 3821 MISC SUPP/SNO-ICE 366.00 *TOTAL VENDOR TRUGREEN CHEMLAWN 366.00 * 903100 VILLAGE OF BUFFALO GROVE 03/14/07 089759 3512 RES UNEMPLOYMENT 840.00 HOLIDAY 06 089805 4935 ALL OTHER EXP 397.98 3/14/07 089758 4317 RES COMP REPLACE 4,395.00 MARCH 07 089760 4315 CAP REP TRANS 76, 087.50 *TOTAL VENDOR VILLAGE OF BUFFALO 81, 720.48 * 903165 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 4,480.30 *TOTAL VENDOR VBG-HEALTH INS 4,480.30 945958 WINTER EQUIP. CO. INC 23032 089627 4111 M&R DEPT EQUIP 158.88 *TOTAL VENDOR WINTER EQUIP. CO. I 158.88 * **TOTAL STREET OPERATIONS 139,097.41 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 25 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000462 PUB WRKS ADM VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 155034 CORPORATE EXPRESS 77045393 089582 3240 OFFICE SUPP 25.99 *TOTAL VENDOR CORPORATE EXPRESS 25.99 * 612145 N W COMM HOSPITAL PHS268-68 089725 3111 GRP MED & LIFE 40.00 *TOTAL VENDOR N W COMM HOSPITAL 40.00 * 620321 OCE FINANCIAL SERV INC MULTIPLE 089795 4313 MAINT CONT/OFF EQ 189.81 *TOTAL VENDOR OCE FINANCIAL SERV 189.81 * 903100 VILLAGE OF BUFFALO GROVE HOLIDAY 06 089805 4935 ALL OTHER EXP 663.30 03/14/07 089759 3512 RES UNEMPLOYMENT 600.00 3/14/07 089758 4317 RES COMP REPLACE 1,479.50 *TOTAL VENDOR VILLAGE OF BUFFALO 2, 742.80 903165 VBG-HEALTH INS MARC11 07 089752 3111 EMP INS PREM 3,006.22 *TOTAL VENDOR VBG-HEALTH INS 3,006.22 * **TOTAL PUB WRKS ADM 6,004.82 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 26 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000463 FORESTRY VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 306910 G & K SERVICES NO CHICAGO MULTIPLE 089785 3114 UNIF RENTAL 54.22 *TOTAL VENDOR G & K SERVICES NO C 54.22 * 306910 G & K SERVICES NO CHICAGO MULTIPLE 089589 3114 UNIFORM RENTAL 180.32 MULTIPLE 089785 3114 UNIF RENTAL 6.44 *TOTAL VENDOR G & K SERVICES NO C 186.76 * 612145 N W COMM HOSPITAL PHS268-68 089725 3111 GRP MED & LIFE 65.00 *TOTAL VENDOR N W COMM HOSPITAL 65.00 * 903100 VILLAGE OF BUFFALO GROVE 3/14/07 089758 4317 RES COMP REPLACE 816.00 MARCH 07 089760 4315 CAP REP TRANS 51,394.50 03/14/07 089759 3512 RES UNEMPLOYMENT 1,200.00 HOLIDAY 06 089805 4935 ALL OTHER EXP 1,459.26 *TOTAL VENDOR VILLAGE OF BUFFALO 54,869.76 * 903165 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 12,520.68 *TOTAL VENDOR VBG-HEALTH INS 12,520.68 **TOTAL FORESTRY 67,696.42 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 27 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000465 CENTRAL GARAGE VENDOR# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 205 A & A BODY SHOP, INC. 38990 689629 4218 CONT AUTO SERV 1,212.97 *TOTAL VENDOR A & A BODY SHOP, IN 1,212.97 9250 ADVANCE ENGINE REBUILDERS 13551 089631 4213 AUTO PARTS 124.94 *TOTAL VENDOR ADVANCE ENGINE REBU 124.94 * 51150 ARLINGTON HEIGHTS FORD 674 FEB 07 089568 4213 CONT AUTO/PARTS 156.37 674 FEB 07 089568 4218 CONT AUTO/PARTS 1,134.44 *TOTAL VENDOR ARLINGTON HEIGHTS F 1,290.81 * 61140 AUTO TECH CENTERS, INC 185221 089570 4213 AUTO PARTS 75.64 *TOTAL VENDOR AUTO TECH CENTERS, 75.64 * 106000 THE BRAKE ALIGN COMPANY 10067 089576 4213 AUTO PARTS 72.90 *TOTAL VENDOR THE BRAKE ALIGN COM 72.90 * 124410 CATCHING FLUIDPOWER MULTIPLE 089579 4213 AUTO PARTS 27.78 MULTIPLE 089579 4213 AUTO PARTS 13.79 5234373 089645 4213 AUTO PARTS 68.88 *TOTAL VENDOR CATCHING FLUIDPOWER 110.45 * 155034 CORPORATE EXPRESS 77045393 089582 3240 OFFICE SUPP 38.96 *TOTAL VENDOR CORPORATE EXPRESS 38.96 * 200418 DYTRON CORP. 109386 089656 3250 MISC SUPP 79.77 *TOTAL VENDOR DYTRON CORP. 79.77 * 204600 EL-COR INDUSTRIES, INC MULTIPLE 089585 4213 AUTO PARTS/HYDRAN 46.90 MULTIPLE 089585 4213 AUTO PARTS/HYDRAN 27.37 MULTPLE 089657 3250 MISC SUPP/M&R DEP 28.24 *TOTAL VENDOR EL-COR INDUSTRIES, 102.51 * 283800 1ST AYD CORP 284209 089660 4213 AUTO PARTS 363.24 *TOTAL VENDOR 1ST AYD CORP 363.24 * Date: 03/15/07 11:05 Village of Buffalo Grove Page: 28 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT, NO. 000465 CENTRAL GARAGE Vim# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 306910 G & K SERVICES NO CHICAGO MULTIPLE 089785 3114 UNIF RENTAL 46.20 MULTIPLE 089589 3114 UNIFORM RENTAL 153.19 MULTIPLE 089785 3114 UNIF RENTAL 4.83 *TOTAL VENDOR G & K SERVICES NO C 204.22 * 596770 NAPA-HEIGHTS AUTOMOTIVE 790 FEB 07 089695 4213 AUTO PARTS/M&R DE 1,426.75 *TOTAL VENDOR NAPA-HEIGHTS AUTOMO 1,426.75 * 612240 N W FORD & STERLING MULTIPLE 089606 4213 AUTO PARTS 199.02 *TOTAL VENDOR N W FORD & STERLING 199.02 * 699908 'PERFECT PERFORMANCE 3346 089608 4218 CONT AUTO SERV 1,250.00 'f *TOTAL VENDOR PERFECT PERFORMANCE 1,250.00 735410 RCOR, INC 1839 , 089708 4213 AUTO PARTS 230.62 *TOTAL VENDOR RCOR, INC 230.62 759903 RUBBER INC 379375 089614 4213 AUTO PARTS 5.08 *TOTAL VENDOR RUBBER INC 5.08 779910 SECRETARY OF STATE MAR 08 089771 4218 CONT AUTO 78.00 *TOTAL VENDOR SECRETARY OF STATE 78.00 808015 S & S INDUSTRIAL SUPPLY 255424ORI 089736 4213 AUTO PARTS 271.35 *TOTAL VENDOR S & S INDUSTRIAL SU 271.35 * 811118 $ILL STASEK CHEVROLET 7237 FEB 0 d89619 4213 AUTO PARTS 190.65 *TOTAL VENDOR BILL STASEK CHEVROL 190.65 * 841500 'TERRACE SUPPLY COMPANY MULTIPLE 0b9621 3250 MISC SUPP 3.15 MULTIPLE 089621 3250 MISC SUPP 78.60 *TOTAL VENDOR TERRACE SUPPLY COMP 81.75 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 29 User:'huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT NO. 000465 CENTRAL GARAGE VENDOR# VENDOR NAME INVOICE# V(JUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 881100 UNITED RADIO COMM. INC 15368800 089747 4112 RADIOS 48.00 *TOTAL VENDOR UNITED RADIO COMM. 48.00 903100 -VILLAGE OF BUFFALO GROVE HOLIDAY 06 089805 4935 ALL OTHER EXP 132.66 3/14/07 039758 4317 RES COMP REPLACE 658.00 MARCH 07 089760 4315 CAP REP TRANS 12,539.50 03/14/07 089759 3512 RES UNEMPLOYMENT 600.00 *TOTAL VENDOR VILLAGE OF BUFFALO 13,930.16 903165 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 6,945.93 *TOTAL VENDOR VBG-HEALTH INS 6,945.93 931990 WEST SIDE TRACTOR SALES W69�63 ' 089626 4213 AUTO PARTS 14.06 *TOTAL VENDOR WEST SIDE TRACTOR S 14.06 933675 WHOLESALE DIRECT, INC 149555 089764 4213 AUTO PARTS 231.12 *TOTAL VENDOR WHOLESALE DIRECT, I 231.12 **TOTAL CENTRAL GARAGE 28,500.90 78.00 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 30 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEPT-NO. 000466 DRAINAGE SYSTEM V X# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 1b3255 BONESTROO DEVERY & ASSOC MULTIPLE 089640 4611 BLDG IMP/WHITE PI 580.00 *TOTAL VENDOR BONESTR00 DEVERY & 580.00 * 306910 G & K SERVICES NO CHICAGO MULTIPLE 089785 3114 UNIF RENTAL 15.23 MULTIPLE 089589 3114 UNIFORM RENTAL 42.36 *TOTAL VENDOR G & K SERVICES NO C 57.59 * 903100 VILLAGE OF BUFFALO GROVE 03/14/07 089759 3512 RES UNEMPLOYMENT 240.00 *TOTAL VENDOR VILLAGE OF BUFFALO 240.00 * 903165 VBG-HEALTH INS MARCH O' 089752 3111 EMP INS PREM 1,348.04 *TOTAL VENDOR VBG-HEALTH INS 1,348.04 * 929509 WELCH BROS. , INC. 1252411 089763 4017 STORM SEWERS 160.00 *TOTAL VENDOR WELCH BROS. , INC. 160.00 * **TOTAL DRAINAGE SYSTEM 2,385.63 Dater_03/15/07 11:05 Village of Buffalo Grove Page: 31 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000010 DEP`T,NO. 000471 ESDA VgJ"R## VENDOR NAME INVO1 # VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 512750 LAKE CO RACES 2007-9 089681 3211 TELEPHONE 116.00 *TOTAL VENDOR LAKE CO RACES 116.00 * 807996 SPRINT 719421 FEB 089735 3211 TELEPHONE 56.87 *TOTAL VENDOR SPRINT 56.87 * 901100 VILLAGE OF BUFFALO GROVE MARCH' 07 089760 4315 CAP REP TRANS 3,000.00 *TOTAL VENDOR VILLAGE OF BUFFALO 3,000.00 * 903455 VERIZON WIRELESS 1630661204 089749 3211 TELEPHONE 28.48 *TOTAL VENDOR VERIZON WIRELESS 28.48 * **TOTAL ESDA 3,201.35 Dats03/15/07 11:05 Village of Buffalo Grove Page: 32 User:-huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND,--NO. 000010 DEPT NO. 000481 TRANSFER NON-OPER VENDOR# VENDOR NAME INVOI # VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 903`030 VILLAGE OF BUFFALO GROVE FT 06-07 089804 4813 FND TRANS 59,411.32 *TOTAL VENDOR VILLAGE OF BUFFALO 59,411.32 94-3030 VILLAGE OF BUFFALO GROVE FT 06=07 089804 4813 FND TRANS 164, 799.05 FT 06�,07 099804 4813 FND TRANS 14, 995.00 *TOTAL VENDOR VILLAGE OF BUFFALO 179,794.05 903140 VILLAGE OF BUFFALO GROVE 3/7/07 089751 4823 PERS PROP REP TAX 482.54 *TOTAL VENDOR VILLAGE OF BUFFALO 482.54 903200 VILLAGE OF BUFFALO GROVE 12/06 089753 4815 FND TRANS 80,582.64 *TOTAL VENDOR VILLAGE OF BUFFALO 80,582.64 ICY3240 VILLAGE OF BUFFALO GROVE 0/7/07 089750 4822 PERS PROP REP TAX 587.70 *TOTAL VENDOR VILLAGE OF BUFFALO 587.70 **TOTAL TRANSFER NON-OPER 320,858.25 ***TOTAL CORPORATE FUND 1,275, 796.87 1,845.90 Date,:4„ 03/15/07 11:05 Village of Buffalo Grove Page: 33 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000014 DEPT NO. 000503 SPEC REVENUE-PARKING LOT VOW61Rt VENDOR NAME INVO-tU# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 1'"492 CONNOR ELECTRIC 2/20b7 089783 3916 M&R BLDG & FAC 1,465.00 *TOTAL VENDOR CONNOR ELECTRIC 1,465.00 * 357400 HENNING BROS. MULTIPLE 089671 3916 M&R DEPT EQUIP 6.00 *TOTAL VENDOR HENNING BROS. 6.00 * 8SJ645 TRUGREEN CHEMLAWN 521474 089745 3250 MISC SUPP/SNO-ICE 366.00 *TOTAL VENDOR TRUGREEN CHEMLAWN 366.00 * **TOTAL SPEC REVENUE-PARKING LOT 1,837.00 ***TOTAL PARKING LOT FUND 1,837.00 Date; 03/15/07 11:05 Village of Buffalo Grove Page: 34 User: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000020 DEP NO. 000504 SPEC REVENUE-MFT q0 t# VENDOR NAME INVOICE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 83450 BAXTER & WOODMAN, INC MULTIPLE 089573 4511 STREET MAINT CONS 1,706.22 *TOTAL VENDOR BAXTER & WOODMAN, I 1,706.22 * 83450 BAXTER & WOODMAN, INC MULTIPLE 089573 4511 STREET MAINT CONS 3, 981.73 *TOTAL VENDOR BAXTER & WOODMAN, I 3,981.73 * **TOTAL SPEC REVENUE-MFT 5,687.95 ***TOTAL MOTOR FUEL TAX FUND 5,687.95 Dater 03./15/07 11:05 Village of Buffalo Grove Page: 35 Us6 ,` untsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUNNO. 000021 DEPT'NO. 000511 CAP PROJ-FACILITIES VB$POR# VENDOR NAME INVO # VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 163255 SONESTROO DEVERY & ASSOC MULTIPLE 089640 4682 BLDG IMP/WHITE PI 413.50 *TOTAL VENDOR BONESTROO DEVERY & 413.50 E 650 SOUND INCORPORATED DP451172 089733 4645 TELEPHONE SYS UPG 7,497.50 *TOTAL VENDOR SOUND INCORPORATED 7,497.50 **TOTAL CAP PROJ-FACILITIES 7, 911.00 ***TOTAL CAP PROJ-FACILITIES 7,911.00 Date!.,03/15/07 11:05 Village of Buffalo Grove Page: 36 User .huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000022 DEOT-NO. 000512 CAP PROJ-ST & HIGWYS VMMQ*# VENDOR NAME INVQ4B# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 119900 CIVILTECH ENGINEERING CO. 3455` 069781 4538 DUNDEE RD STREET 2,131.33 *TOTAL VENDOR CIVILTECH ENGINEERI 2,131.33 **TOTAL CAP PROJ-ST & HIGWYS 2,131.33 ***TOTAL CAP PROJ-STREETS 2,131.33 Date: 03/15/07 11:05 Village of Buffalo Grove Page: 37 User `: huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND,NO. 000042 Dg"l NO. 0.00532 PENSION-FIRE VM# VENDOR NAME INVOVOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 654400 OTTOSEN, BRITZ, KELLY MULTI-ALE 089796 4935 ALL OTHER EXP 3,638.00 *TOTAL VENDOR OTTOSEN, BRITZ, KEL 3,638.00 **TOTAL PENSION-FIRE 3,638.00 ***TOTAL FIRE PENSION FUND 3,638.00 Da�, ;03/15/07 11:05 Village of Buffalo Grove Page: 38 Userr� ;huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 'bTO. 000049 DEPT NO. 000539 HEALTH INSURANCE EXPENSE R# VENDOR NAME INV( # VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 607 AETNA MULT,'#LE 089776 3124 LIFE INS 5,228.44 k *TOTAL VENDOR AETNA 5,228.44 **TOTAL HEALTH INSURANCE EXPENSE 5,228.44 ***TOTAL HEALTH INSURANCE RESERVE 5,228.44 A. Date 03/15/07 11:05 Village of Buffalo Grove Page: 39 Useri huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUG NO. 000051 DEIST NO. 000541 WATER OPERATIONS f514# VENDOR NAME IN # VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 181 AT&T 9357,;4AN 0 089636 4412 SYSTEM IMP 35.06 *TOTAL VENDOR AT&T 35.06 * 204600 EL-COR INDUSTRIES, INC MULTIPLE 089585 4016 AUTO PARTS/HYDRAN 232.02 *TOTAL VENDOR EL-COR INDUSTRIES, 232.02 * 288730 JOSEPH D. FOREMAN COMPANY MULTIPLE OS9662 4013 WATER MAINS 3,580.82 *TOTAL VENDOR JOSEPH D. FOREMAN C 3,580.82 36910 G & K SERVICES NO CHICAGO MULPLE 089785 3114 UNIF RENTAL 38.74 MULhE 089785 3114 UNIF RENTAL 7.58 MULT,kPLE 089589 3114 UNIFORM RENTAL 123 .77 *TOTAL VENDOR G & K SERVICES NO C 170.09 3,11615 HD SUPP WATERWORKS, LTD 4665i$3 0�9670 4015 WATER METERS 2,898.93 *TOTAL VENDOR HD SUPP WATERWORKS, 2,898.93 612020 NICOR MULFLE 089604 3815 GAS FAC 296.52 MULE 0$9604 3815 GAS FAC 202.98 *TOTAL VENDOR NICOR 499.50 612145 N W COMM HOSPITAL PHS2 8-68 099725 3111 GRP MED & LIFE 40.00 *TOTAL VENDOR N W COMM HOSPITAL 40.00 903100 VILLAGE OF BUFFALO GROVE 3/14/07 089758 4317 RES COMP REPLACE 2,519.00 MARek'07 0$9760 4315 CAP REP TRANS 17, 721.00 MULTIPLE 089761 4212 EMP CONT PENS/FLE 1,148.96 MUL 'LE 089761 3125 EMP CONT PENS/FLE 3,290.47 MUT, E 089761 4218 EMP CONT PENS/FLE 13, 716.76 MUI OLE O't9761 4213 EMP CONT PENS/FLE 736.17 MUtj%kE 699761 4214 EMP CONT PENS/FLE 1,976.64 03/ 07 0$9759 3512 RES UNEMPLOYMENT 846.00 MULTIPLE 089761 4211 EMP CONT PENS/FLE 611.19 HOLI-0AY 06 089805 4935 ALL OTHER EXP 397.98 *TOTAL VENDOR VILLAGE OF BUFFALO 42,958.17 Da /15/07 11:05 Village of Buffalo Grove Page: 40 U tagh` EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 S µ t"b0051 D , E 0541 WATER OPERATIONS --VENDOR NAME I CHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED VRG-HEALTH INS ' 689752 3111 EMP INS PREM 9,930.76 *TOTAL VENDOR VBG-HEALTH INS 9,930.76 , TILLAGE OF BUFFALO GROVE 9762 4935 MISC EXP 28.99 *TOTAL VENDOR VILLAGE OF BUFFALO 28.99 **TOTAL WATER OPERATIONS 60,374.34 f�fu C ',b1x 7 ``t n.tir.,...y k ry' �r 1 �k y Tl W.2yy Aw'. Date 103/15/07 11:05 Village of Buffalo Grove Page: 41 Useg=tmptsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 000051 DEi 170. 000542 SEWER OPERATIONS VE # VENDOR NAME INVO' # VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 3910 G & K SERVICES NO CHICAGO MUL . �R 089589 3114 UNIFORM RENTAL 75.89 *TOTAL VENDOR G & K SERVICES NO C 75.89 0 G & K SERVICES NO CHICAGO MUD, W, 089785 3114 UNIF RENTAL 23.80 MULjqp 6$9785 3114 UNIF RENTAL 2.42 *TOTAL VENDOR G & K SERVICES NO C 26.22 32t900 GRAINGER, INC. MULTIPLE 089668 4018 LIFT STATION/M&R 38.89 *TOTAL VENDOR GRAINGER, INC. 38.89 5 0$00 LAKE CO PUBLIC WORKS DEPT 11/1#06 089600 3818 TAP ONS 6,800.00 JAN/ 07 089789 3819 TREAT FEES 246,742.71 *TOTAL VENDOR LAKE CO PUBLIC WORK 253,542.71 5' 87 METRO POWER INC 5654 089602 4018 LIFT STATIONS 1, 078.00 *TOTAL VENDOR METRO POWER INC 1,078.00 9 �100 VILLAGE OF BUFFALO GROVE MULTT, ,PLE 089761 4211 EMP CONT PENS/FLE 109.89 MULT471,lp 089761 4213 EMP CONT PENS/FLE 439.88 3/147` 089758 4317 RES COMP REPLACE 50.00 MULOOLE 089761 4212 EMP CONT PENS/FLE 290.64 03/14'/07 089759 3512 RES UNEMPLOYMENT 480.00 MAR&07 089760 4315 CAP REP TRANS 34,426.00 MdtdotM 689761 3125 EMP CONT PENS/FLE 2,187.37 H6ilW 06 089805 4935 ALL OTHER EXP 663.30 MUL1" , 089761 4214 EMP CONT PENS/FLE 556.64 r, *TOTAL VENDOR VILLAGE OF BUFFALO 39,203.72 9n65 VBG-HEALTH INS MARCH 07 089752 3111 EMP INS PREM 415.09 *TOTAL VENDOR VBG-HEALTH INS 415.09 **TOTAL SEWER OPERATIONS 294,380.52 ***TOTAL WATER & SEWER FUND 354,754.86 Dat-d 03/15/07 11:05 Village of Buffalo Grove Page: 42 Usei" ' ftuntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUNS NO. 000055 D3$J'T','NO. 000546 GOLF OPERATION-BGGC ~# VENDOR NAME INVO VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED l ,' 50 BTSI 3975 '1t' 089641 3823 CHEM/FERT 3,264.00 *TOTAL VENDOR BTSI 3,264.00 11780.0 BURRIS EQUIPMENT CO. MULTXPLE 089643 4111 M&R DEPT EQUIP 373.19 *TOTAL VENDOR BURRIS EQUIPMENT CO 373.19 147200 ARTHUR CLESEN, INC. 22086.3 089647 3823 CHEM/FERT 4,750.00 *TOTAL VENDOR ARTHUR CLESEN, INC. 4,750.00 b'S3 CMS COMM, INC. 935 089649 3240 OFFICE SUPP 77.00 ;mot *TOTAL VENDOR CMS COMM, INC. 77.00 1 $630 DESERT SPRINGS WATER CO 2589 089655 3260 SUPPLIES GOLF COU 90.00 *TOTAL VENDOR DESERT SPRINGS WATE 90.00 ? 10 FOREFRONT MU2u 089661 3370 MERCH PURCH/OFF S 81.60 MULTfkE 089661 3240 MERCH PURCH/OFF S 539.37 *TOTAL VENDOR FOREFRONT 620.97 3" 10 G & K SERVICES NO CHICAGO MULT11,9xE 089666 3114 UNIF RENTAL 224.01 *TOTAL VENDOR G & K SERVICES NO C 224.01 313200 GOLDEN WEST INDUST SUPP 2007008 089667 3917 M&R GOLF COURSE 1, 096.84 *TOTAL VENDOR GOLDEN WEST INDUST 1,096.84 41720 IL DEPT OF REVENUE FEE 01 089772 3395 STATE SALES TAX 135.00 *TOTAL VENDOR IL DEPT OF REVENUE 135.00 #970 'J.W. TURF, INC MULTE 089674 4111 M&R DEPT EQUIP 1,139.66 r *TOTAL VENDOR J.W. TURF, INC 1,139.66 4#9096 KIMBALL MIDWEST MULT #?LE 089676 3260 SUPP GOLF COURSE 438.71 Datetf! 03/15/07 11:05 Village of Buffalo Grove Page: 43 User:11hUntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FU $O. 000055 D910', NO. 000546 GOLF OPERATION-BGGC V E# VENDOR NAME INVOT-CE# VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED MULTIPLE 089676 3824 SUPP GOLF COURSE 148.83 *TOTAL VENDOR KIMBALL MIDWEST 587.54 49235 KNOX SWAN & DOG LLC 90252t 089677 3917 M&R GOLF COURSE 2,612.74 *TOTAL VENDOR KNOX SWAN & DOG LLC 2,612.74 12 KONICA MINOLTA BUS SOL 2006W,7.0 089678 3240 OFFICE SUPP 481.42 *TOTAL VENDOR KONICA MINOLTA BUS 481.42 515603 LASER SERVICE, INC 18214 089682 4111 M&R DEPT EQUIP 200.25 *TOTAL VENDOR LASER SERVICE, INC 200.25 51�,902 LESCO-PROX MULT OLg 089684 3823 CHEM/FERT 9, 784.74 MULTIOIE 089684 3823 CHEM/FERT 15.60 -- *TOTAL VENDOR LESCO-PROX 9,800.34 88 METRO PROF PROD INC MULT l3 089688 3260 SUPP GOLF COURSE 482.88 *TOTAL VENDOR METRO PROF PROD INC 482.88 570240 MID TOWN PETROLEUM INC. 138295 089689 4211 GASOLINE 288.75 *TOTAL VENDOR MID TOWN PETROLEUM 288.75 5007 LINDE GAS LLC MULt-* E 089685 3260 SUPP GOLF COURSE/ 64.59 *TOTAL VENDOR LINDE GAS LLC 64.59 00 MINUTEMAN PRESS MUT,'T`,WE 089690 3219 AD/PROMO-PRINTING 38.00 MULT ? ,E 089690 3391 AD/PROMO-PRINTING 463.00 *TOTAL VENDOR MINUTEMAN PRESS 501.00 505379 MOTION INDUSTRIES, INC MULTIt E 089691 4111 M&R DEPT EQUIP 140.52 *TOTAL VENDOR MOTION INDUSTRIES, 140.52 596?70 NAPA-HEIGHTS AUTOMOTIVE 790 OkS 07 089695 4111 AUTO PARTS/M&R DE 92.07 *TOTAL VENDOR NAPA-HEIGHTS AUTOMO 92.07 �e Data .03/15/07 11:05 Village of Buffalo Grove Page: 44 Us$$ tsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 F'JW� `. 000055 s DS '� b. 000546 GOLF OPERATION-BGGC VENDOR NAME I VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED IA2020 NICOR 26-14w14 F 089698 3812 GAS FAC 530.59 *TOTAL VENDOR NICOR 530.59 7 , 40 RICE MECANICAL, INC 2943. 089710 4111 M&R DEPT EQUIP 214.20 *TOTAL VENDOR RICE MECANICAL, INC 214.20 0 SONITROL CHICAGOLAND NO 089732 4111 M&R DEPT EQ/MAINT 248.50 MUIi - 089732 3916 M&R DEPT EQ/MAINT 120.00 MUD 089732 3916 M&R DEPT EQ/MAINT 448.80 *TOTAL VENDOR SONITROL CHICAGOLAN 817.30 80"60 SPARKLING IMAGE OF MULTE 089734 3916 MAINT CONTR 532.50 MULTf s 089734 3260 MAINT CONTR 60.00 *TOTAL VENDOR SPARKLING IMAGE OF 592.50 8481 TEAM MECHANICAL, INC. MU4 089739 3916 M&R BLDG & FAC 14,840.00 *TOTAL VENDOR TEAM MECHANICAL, IN 14,840.00 5 TITLEIST MUL 089743 3370 MERCH PURCH 2,220.15 *TOTAL VENDOR TITLEIST 2,220.15 85 000 U.S. GOLF ASSOC. R28 10 089748 3113 MEMBERSHIP/DUES 100.00 *TOTAL VENDOR U.S. GOLF ASSOC. 100.00 g �QO VILLAGE OF BUFFALO GROVE MUL7" r 089761 4213 EMP CONT PENS/FLE 415.10 MUL 089761 4212 EMP CONT PENS/FLE 92.61 mut 089761 3125 EMP CONT PENS/FLE 2,344.11 HOL, ''`06 089805 4935 ALL OTHER EXP 132.66 11 MULT 089761 4214 EMP CONT PENS/FLE 636.16 *TOTAL VENDOR VILLAGE OF BUFFALO 3,620.64 945 VBG-HEALTH INS MAR6k-'07 089752 3111 EMP INS PREM 2,910.10 *TOTAL VENDOR VBG-HEALTH INS 2, 910.10 Date 03/15/07 11:05 Village of Buffalo Grove Page: 45 Use tsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FVOP�M �rt . 000055 000546 GOLF OPERATION-BGGC VENDOR NAME INVO ; VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 9 7-�►0 ZIMMERMAN HARDWARE 1627 0 089767 3260 SUPP GOLF COURSE 193.66 *TOTAL VENDOR ZIMMERMAN HARDWARE 193.66 -_ **TOTAL GOLF OPERATION-BGGC 52, 926.91 135.00 ***TOTAL BUFFALO GROVE GOLF CLUB 52,926.91 135.00 =v Dat�i64/15/07 11:05 Village of Buffalo Grove Page: 46 User°f° 6ntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FUND NO. 000057 DEPT; NO. 000548 GOLF OPERATIONS-AGC # VENDOR NAME INV � VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED R107 ADT SECURITY SERVICES 44247 -A�0 089630 3916 M&R BLDG & FAC 336.00 *TOTAL VENDOR ADT SECURITY SERVIC 336.00 5' 55 ASAP SOFTWARE 359386U 089635 3240 OFFICE SUPP 390.00 *TOTAL VENDOR ASAP SOFTWARE 390.00 201,10 FOREFRONT MULft LE 089661 3370 MERCH PURCH/OFF S 797.41 *TOTAL VENDOR FOREFRONT 797.41 120 IL DEPT OF REVENUE FEB `".... 089772 3395 STATE SALES TAX 47.00 *TOTAL VENDOR IL DEPT OF REVENUE 47.00 4+ 613 KONICA-MINOLTA BUS SOL 0702255 089679 3240 OFFICE SUPP 836.77 *TOTAL VENDOR KONICA-MINOLTA BUS 836.77 521336 LOGSDON OFFICE SUPPLY MULTX#b* 089686 3240 SUPP GOLF COURSE 149.93 MUL+LjLE 089686 3260 SUPP GOLF COURSE 58.29 *TOTAL VENDOR LOGSDON OFFICE SUPP 208.22 3 ,,A,A MINUTEMAN PRESS MUL'TsE` 089690 3391 AD/PROMO-PRINTING 463.00 k *TOTAL VENDOR MINUTEMAN PRESS 463.00 69*7105 PADDOCK PUBLICATIONS 1/31'/07 089701 3391 AD/PROMO 891.00 *TOTAL VENDOR PADDOCK PUBLICATION 891.00 6'"077 THE PEPPER GROUP, INC 1382-0397 089703 3219 PRINTING 1,409.98 *TOTAL VENDOR THE PEPPER GROUP, I 1,409.98 W,100 VILLAGE OF BUFFALO GROVE MULL 089761 3125 EMP CONT PENS/FLE 1,942.38 HOL1# 06 089805 4935 ALL OTHER EXP 265.32 *TOTAL VENDOR VILLAGE OF BUFFALO 2,207.70 9_0 165 VBG-HEALTH INS Date: 0-3/15/07 11:05 Village of Buffalo Grove Page: 47 Usert' huntsa EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 FU j4Q. 000057 D�$ 4. 000548 GOLF OPERATIONS-AGC � y VENDOR NAME I VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED MARCH.-07 089752 3111 EMP INS PREM 4,821.88 *TOTAL VENDOR VBG-HEALTH INS 4,821.88 **TOTAL GOLF OPERATIONS-AGC 12,361.96 47.00 ***TOTAL ARBORETUM GOLF CLUB FUND 12,361.96 47.00 • ti.�titi.. yl, _ Dat 034 15/07 11:05 Village of Buffalo Grove Page: 48 Usetsa EXPENDITURE APPROVALS LIST "" . ... Warrant Date 03/19/07 FUM�W. 000059 DEPT�NO. 000550 REFUSE SERVICE OPERATIONS VENDOR NAME INVOT VOUCHER ACCT# TSK OPT C-CTR ITEM DESCRIPTION EXP AMOUNT HAND-ISSUED 4,2t400 WELLS FARGO BANK, NA 2268 089620 4922 USER FEES 84,923.17 *TOTAL VENDOR WELLS FARGO BANK, N 84, 923.17 **TOTAL REFUSE SERVICE OPERATIONS 84,923.17 ***TOTAL REFUSE SERVICE FUND 84,923.17 i�,Y D 157 11:05 Village of Buffalo Grove Page: 49 U tat- EXPENDITURE APPROVALS LIST Warrant Date 03/19/07 aQ0059 t $ 000550 REFUSE SERVICE OPERATIONS n VENDOR NAME I VCHER ACCT# TSK OPT C—CTR ITEM DESCRIPTION EXP AMOUNT HAND—ISSUED 1a.". ****TOTAL BILLS 1,807,197.49 2,027.90 i-" ;1^ b" M1, A s� w 41.1 7� i V 6.fir 4 k 4 e VIU AGE OF BUFFALO GROVE Fifty Raupp Blvd. Buffalo Grove, IL 60089-2100 Fax 847-459-7906 MANAGEMENT REPORT William H.Brimm,CM Village Manager #302 847-459-2525 Fourth Quarter—February, 2007 1. Cash & Investment Portfolio - February, 2007 2. Real Estate Transfer Tax Activity—February, 2007 3. Sales Tax Collections—February, 2007 4. Golf Course Operating Statistics—N/A 5. Corporate Fund Revenue & Expense Analysis—February, 2007 6. Water Fund Revenue & Expense Analysis—February, 2007 7. Income Tax Proceeds—February, 2007 8. Public Safety Report A. Fire Department Activities—February, 2007 B. Police Department Activities - N/A 9. Public Works Monthly Activity—February, 2007 A. Monthly Pumping Report B. Central Garage Fleet Cost Detail C. Snow& Ice Control Report 10. Community Development Report A. Compilation of Permit Activity—February, 2007 B. Certificates of Occupancy—February, 2007 C. Public Safety Activity Report—February, 2007 D. Public Utilities Construction Report—February, 2007 WILLIAM H. 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U Q LL ¢ m j O Lu Z m !- 12 F- O 1- U h p LL W H Q H - L ~ H m V- 0 LL ¢ m p W W w ¢ W U W z W z p W R w F w w w z U. > n > LL C9 3 C9 Z C9 C7 w w (9 w C9 m 0 z (9 z C9 w 0 C9 O LL N K (7 w j f' 7 W j W H F- a p LL p w 0 p p p p LL z w z m O m m m x m m z �" O m O m m O Co O m w z w F- LL m LL � LL ~ LL J w LL LL = LL U LL U LL J W (� ¢ g H oN O O w 0 0 O m j H O 3 0 O Y O y O F pj w J ¢ } o ¢ o z e J a 0 w m ¢ o w o O o ¢ e o O W m a > 3 LL m m ¢ o_ 3 m z J g a 0 C-4 C4 C4 C4 cm m 0 mom I It > co LU N w CO CL cc q�l 6 4) w C4 04 LLJ 64). LL wmo wo LL 75 LU uj LLJ M LL M Z UJ Z > -1 0 U) LLJ LL 2 rL- W 0 w z � �. � 0 CL ............. U. ................ 0 Q 0 0 0 0 w to le V) N T- i Obi 0 �0 Oti Oil w Z O �S �o. > UJ �� vs C� a OQc� o �i' LL = w v J 6- tiJ d�d did 000000 00000 6� �d'MNr- a rn c C a 0 co U Y c o � m Z C7 W $ o U O g � Q 0 m W O m W N Q 0 u. Q OLLI Q > = w O m o. W UJ CD LL O � c J UU L F- L ~ a� M� C) W -� o I U N U o- m m F- W N U C) C) C) C) C) C) C) LO C) LO C) L O M N N T— T— ioo Z 10 LU Q a ati � W o �I W CV OCW00 � �s C� LL. LL � � s LL. D �s m Lc� �o CDCDCD s� �s �-N N �s W C/) C� 7; LL W a✓ 10 10 I'l W Z ti G, V) N LL, Oa � Q aW � � LiW � m ��G �✓b GOi s s� 0 0 0 0 0 0 O 00 CD It N T- PUBLIC WORKS DEPARTMENT OPERATIONS DIVISION February-07 WATER PUMPAGE REPORT (month) TOTAL THIS PERIOD FISCAL YEAR TO DATE LOCATION CURRENT LAST YEAR CURRENT LAST YEAR Well/Pumping Station#1 345 So.Arlington Heights Rd. Well Pumpage(mil.gal.) 0.000 0.000 0.000 0.000 Lake Water Pumpage(mil.gal.) 7.289 9.897 126.409 114.141 TOTAL PUMPAGE 7.289 9.897 126.409 114.141 Well/Pumping Station#2 525 No.Arlington Heights Rd. Well Pumpage(mil.gal.) 0.000 0.000 0.000 0.000 Lake Water Pumpage(mil.gal.) 46.509 37.288 516.451 503,838 TOTAL PUMPAGE(mil.gal.) 46.509 37.288 516.451 503.838 Well/Pumping Station#6 120 Horatio Blvd. Well Pumpage(mil.gal.) 0.000 0.000 0.000 0.000 Lake Water Pumpage(mil.gal.) 39.516 19.091 351.082 426.685 TOTAL PUMPAGE(mil.gal.) 39.516 19.091 351.082 426.685 Pumping Station#7 401 LaSaille Ln. Lake Water Pumpage(mil.gal.) 26.082 46.277 462.627 552.434 TOTAL PUMPAGE(mil.gal.) 26.082 46.277 462.627 552.434 Total Well Pumpage(mil.gal.) 0.000 0.000 0.000 0.000 Total Lake Water Pumpage(mil.gal.) 119.396 112.553 1456.569 1597.098 TOTAL GALLONS PUMPED(mil.gal.) 119.396 112.553 1456.569 1597,098 AVERAGE DAILY USAGE(mgd) 4.264 4.020 4.791 5.254 Comments Submitted by: v ' Wat r i pervisor Reviewed by: , Su rintendent Pu is W rks Utilities K:/water/report/monthy/pumpage 2006-2007 VILLAGE OF BUFFALO GROVE OPERATIONS DIVISION WATER AND SEWER SECTION February-07 WATER DAILY PUMPAGE SUMMARY LOG (mgd) Date Southwest Northwest South North DAILY RAIN Well#1 Well#2 Well#6 Res. #7 TOTAL GAUGE 02/01/07 0.260 1.649 1.353 0.769 4.031 0.00 02/02/07 0.259 1.655 1.385 0.845 4.144 0.00 02/03/07 0.262 1.675 1.465 1.164 4.566 0.00 02/04/07 0.263 1.680 1.509 1.022 4.474 0.00 02/05/07 0.262 1.675 1.432 0.701 4.070 0.00 02/06/07 0.262 1.661 1.384 0.917 4.224 0.00 02/07/07 0.261 1.663 1.400 0.887 4.211 0.00 02/08/07 0.251 1.676 1.440 0.947 4.314 0.00 02/09/07 0.260 1.665 1.387 0.863 4.175 0.00 02/10/07 0.264 1.675 1.449 1.061 4.449 0.00 02/11/07 0.264 1.671 1.446 0.881 4.262 0.00 02/12/07 0.260 1.653 1.423 0.845 4.181 0.00 02/13/07 0.263 1.679 1.505 0.966 4.413 0.00 02/14/07 0.262 1.667 1.393 0.891 4.213 0.07 02/15/07 0.264 1T2 1.405 0.921 4.252 0.01 02/16/07 0.263 1.667 1.429 0.954 4.313 0.00 02/17/07 0.261 1.674 1.442 1.032 4.409 0.00 02/18/07 0.262 1.665 1.406 1.038 4.371 0.00 02/19/07 0.261 1.660 1.436 1.021 4.378 0.00 02/20/07 0.254 1.649 1.412 0.945 4.260 0.00 02/21/07 0.253 1.665 1.410 0.941 4.269 0.00 02/22/07 0.263 1.638 1.292 1.010 4.203 0.00 02/23/07 0.259 1.661 1.480 0.933 4.333 0.00 02/24/07 0.255 1.674 1.443 1.000 4.372 0.00 02/25/07 0.258 1.666 1.413 1.070 4.407 0.52 02/26/07 0.260 1.630 1.352 0.864 4.106 0.02 02/27/07 0.260 1.633 1.309 0.852 4.054 0.02 02/28/07 0.263 1.621 1.316 0.742 3.942 0.00 TOTAL 7.2891 46.5091 39.516 26.082 119.396 0.64 Village of Buffalo Grove Public Works Department February 2007 Central Garage Section Fleet Cost Detail This Fiscal Year This Fiscal Year Last Fiscal Year Last Fiscal Year Current Period Year-To-Date Current Period Year-To-Date Usage-Miles/Hours 101,413.0 931,550.0 87,618.0 865,393.0 Fuel-Gasoline Gallons 6,632.0 69,693.7 6,002.0 63,328.1 Fuel-Diesel Gallons 7,298.6 47,838.8 3,481.0 39,635.0 Fuel Usage-MPG/MPH 7.3 7.9 7.4 8.3 En-Oil-Usage/Qt. 0.0 0.0 0.0 0.0 2nd-Oil-Usage/Qt. 0.0 0.0 0.0 0.0 Road Calls 3.0 17.0 0.0 7.0 #Repairs 779.0 6,788.0 589.0 6,191.0 Shop Hours 658.3 6,244.5 550.5 6,502.0 Down Hours 3,471.0 36,459.8 4,002.0 31,278.5 Cost /Mile Cost /Mile Cost ILML Cost /Mile 4211 -Gasoline 10,544.94 0.104 136,716.5 0.147 11,304.0 0.111 119,583.3 0.128 4212-Diesel 14,823.31 0.146 98,565.4 0.106 7,310.0 0.072 80,317.1 0.086 4215-Add Eng-Oil 0.00 0.000 0.00 0.000 0.00 0.000 0.0 0.000 4215-Add 2nd-Oil 0.00 0.000 0.00 0.000 0.00 0.000 0.0 0.000 4213-Shop Parts 10,495.98 0.103 90,468.5 0.097 8,632.1 0.085 79,000.3 0.085 4214-Shop Labor 30,788.57 0.304 287,899.4 0.309 33,851.0 0.334 329,920.6 0.354 4218-Outside Repair 28,446.39 0.281 80,896.0 0.087 3,102.3 0.031 52,455.8 0.056 TOTAL 95,099.19 0.938 694,545.76 0.746 64,199.32 0.733 661,277.08 0.764 Submitted by: /2,6 /l lam- Fleet Manager Reviewed by: Su erintenc I 4bficW rks Operations g:\common\garage\reports\monthly\monend06 (A D 9 m�O Z 0 O v< m VDm Dm 00 D 7.7 Zj Z n< N N N N N N N N N N 0 0 0 0 0 0 0 0 0 m w r W F 0 x c m m 0 O Oo N V W N A W N O 10 W V O)lJi A W N O(0 Oo V W W W N D A r D O =C D m 9 QJ Z T T T T T T T T T T T T T T T T T .� D 0 0 m m<m m A S Q Q Q Q Q Q Q Q Q Q Q Q Q Q v v Q v Q v v m O<m z < m m ..........a...666666666666666 Z<O O C V V V V V V V V V V V V J J V J V J V V V V V V V V V J V W A T x m O D O W T > < a m <mT N N N N N N N > .... 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O O 0 (6 O � c C 0 06 W (>n 0 -O O � O � (� W' p > M 0) -O0 -00 U LL1 C W C -0 O O a)Z NN -0 O D U -0 -0 0 Z - 0 � � i W O U �_ ca � U o O H >' U U C a) : (B c Z 0) C Q 'LL = oU (n °) a) -C v> o 00 U Q '� ° E C cn 'E Q C c C LL Q J 0 7 _7 a) a) a) a) - U) O ° 0 0 0 0 0 C) LL FNCOW W LL (n QNa- U) LLa- (D zwo W LL Q } U w w C) o Q. CO m 00 — D CL LL : — To: Edward Schar Building Commissioner From: Brian P. Sheehan, R.S. Health Officer Date: March 1, 2007 Subject: Health Department Activity Report for the Month of February. Day Care Center/Day Care Home 3 Food Service Inspections 31 Food Service Re-inspections 8 Food Service Construction Inspections 7 Foodstore Inspections 2 Food Service Pre-opening Inspections 5 Plan Reviews 21 Complaint Inspections & Follow-up 58 Property Maintenance Inspections 67 Microwave Inspections 10 Carbon Monoxide (Commercial/Residential) 11 Radon Kit Installation & Follow-up 3 Vending Machine License Inspections 12 Mobile Vendor Licenses/Inspections 1 Swimming Pool/Spa Inspections/Re-inspections 2 Temporary Foodservice Inspections/Reinspections 0 Emergency Inspections & Re-inspections 2 Assistance to Public 227 Meetings &Training: NIU Civics Leadership Academy 2-1-2007 Village Board of Health Meeting 2-15-2007 NIU Civics Leadership Academy 2-22-2007 cc: Board of Health DEPARTMENT OF BUILDING AND ZONING PUBLIC SAFETY ACTIVITY REPORT FEBRUARY, 2007 IV. LITIGATION: Please see attachments V. CODE CONFERENCES: March 9, 2007 —Dominick's @ The Plaza—Appearance Review March 16, 2007—Prairie House—Pre-annexation Inspection March 22, 2007 —Michelle Weaver, 900 Asbury Drive March 26, 2007—Clover's—proposed garden center VI. PROPERTY MANAGEMENT: BUFFALO COURT: No action required. BUFFALO GROVE SHOPPES: No action required. CAMBRIDGE COMMONS: No action required. CAMBRIDGE WEST: No action required. CHASE PLAZA: Several illegally placed signs were removed. COUNTRY COURT: No action required. CREEKSIDE COMMONS: No action required. DUNDEE POINT: No action required. DUNELL CENTER: No action required. THE GROVE: No action required. GROVE COURT: No action required. GROVE POINT PLAZA: No action required HIGHLAND OAKS: No action required. PLAZA (THE): Several illegally placed signs were removed. PLAZA VERDE: Several illegally placed signs were removed. THE SHOPS AT APTAKISIC CREEK: No action required. SPOERLEIN COMMONS: No action required. STRATHMORE SHOPPING CENTER: Dumpster enclosures in disrepair. Management notified to repair area. Handicap parking spaces are not properly marked. Management notified to have the lot properly marked. STRATHMORE SQUARE: Several illegally placed signs were removed. TOWN CENTER: Potholes developing in the access drive from Buffalo Grove Road. Management company notified to make temporary repairs until the weather permits permanent repairs to be made. VILLAGE PLAZA: No action required. WOODLAND COMMONS: The Village was contacted regarding several trees that had died along the berm. The Village is working with the management company on the replacement scheduled for the dead landscaping. Several illegally placed signs were removed. Respectfully submitted, Building Commissioner ES/jck ENGINEERING SERVICES MONTHLY REPORT FEBRUARY 2007 Waterbury Place Work continues on main walks and drives. Villas at Hidden Lake Reshape of detention pond continues. Earthwork continues. Storm and sanitary construction continues. Metra—Buffalo Grove Work continues on bikeway grading. Detention work continues. ichard K. Kuenkler, P.E. Daniel J. Kula Village Engineer Engineering Technician Kevin J. He/hir Engineering Technician G:AENGINEER\DJK\Feb07.doc yx y Cb CNt4 C y C � O.� yh� co R7 cj C kJ sj 'i ti i as �rj o �I a y Ap � I 'y � a i y i m bm y 0 A0A O C O b O 4 $i0 $"A as b b N 0 Board Agenda Item Submittal LVA Requested By: Steve S Balinski Entered By: Leisa M Niemotka Agenda Item Title: Buffalo Grove AMVETS Post#255,2006 Police Officer of the Year and Special Commendation Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 03/14/2007 03/19/2007 0 Consent Agenda OVM Regular Agenda 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No funds? Additional Notes regarding Expenditures: Type the body of the cover memo here. Requests cannot be submitted if this field is blank. Buffalo Grove AMVETS Post#255 representative, Ted Ugland will be presenting the 2006 Police Officer of the Year Award to Commander Steve Husak and a special commendation to Corporal Brian Spolar. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: Board Agenda Item Submittal XI-B Requested By: Dick Kuenkler Entered By: Debra J Akers Agenda Item Title: Ordinance No.2007- :An Ordinance Amending the Floodplain Ordinance Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 03/08/2007 03/19/2007 � Consent Agenda PW ❑ Regular Agenda ❑ None Does this item Does this item include Specify Other: Will AV equipment be relate to another additional reference ❑ Hardcopy Distribution required to present item on the info separate from the this item to the agenda? Board packet? ❑ Trustee Lounge El Clerk's Clerk's Office ❑ Other ❑ Yes 0No 0 Yes ❑ No ❑ Yes 0No Exhibits can be accessed in: Full Ordinance in Trustee's Lounge Item Description Will this action involve an expenditure in ❑ Yes 0 No funds? Additional Notes regarding Expenditures: Type the body of the cover memo here. Requests cannot be submitted if this field is blank. Attached is the draft Floodplain Ordinance that adopts Map Panel 64G, effective April 17, 2007, along with revisions needed to be compliant with minimum federal and state requirements. The draft presented indicates a 1.2 to 1 compensatory storage factor for filling within the floodplain. Approval is recommended. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files I❑ ; r Floodplain Ord.PDF Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: TO: William H. Brimm Village Manager FROM: Richard K. Kuenkler Village Engineer DATE: March 6, 2007 SUBJECT: REVISED FLOODPLAIN ORDINANCE Attached is the draft Floodplain Ordinance that adopts Map Panel 64G, effective April 17, 2007, along with revisions needed to be compliant with minimum federal and state requirements. The draft presented indicates a 1.2 to 1 compensatory storage factor for filling within the floodplain. Approval is recommended. Richard K. Kuenkler, P.E. G:IENGINEERIRKKIMEMOS1939.doc Attachment U.S.Department of lfnniclatod Security 500 C Sirect.SW D(=20472 piYnr 1 :� J " 0 8 200' Q'Umv,,.��' FEMA CERTIFIED MAIL RETURN RECEIPT REQUESTED Elliot Hartstein President, Village of Buffalo Grove 50 Raupp Boulevard Buffalo Grove, Illinois 60089 Dear Mr. Hartstein: I commend you for the efforts that have been put forth in implementing the floodplain management measures for the Village of Buffalo Grove, Illinois, to participate in the National Flood Insurance Program (NFIP). As you implement these measures, I want to emphasize the following: - a Flood Insurance Study (FIS) and Flood Insurance Rate Map(FIRM)have been completed for your community; - the FIS and FIRM will become effective on April 16, 2007; and - by the FIS and FIRM effective date, the Department of Homeland Security's Federal Emergency Management Agency(FEMA) Regional Office is required to approve the legally enforceable floodplain management measures your community adopts in accordance with 44 Code of Federal Regulations Section 60.3(d). As noted in FEMA's letter dated October 16, 2006, no significant changes have been made to the flood hazard data on the Preliminary and/or revised Preliminary copies of the FIRM for the Village of Buffalo Grove. Therefore, the Village of Buffalo Grove should use the Preliminary and/or revised Preliminary copies of the FIRM as the basis for adopting the required floodplain management measures. Final printed copies of the FIRM for the Village of Buffalo Grove will be sent to you within the next few months. If you encounter difficulties in enacting the measures, I recommend you contact the Illinois Department of Natural Resources. You may contact Paul Osman, CFM, the NFIP State Coordinator, by telephone at(217) 782-4428, in writing at One Natural Resources Way, Springfield, Illinois 62702-1271, or by electronic mail at posman@,dnrmail.state.il.us. The FEMA Regional staff in Chicago, Illinois, is also available to provide technical assistance and guidance in the development of floodplain management measures. The adoption of compliant floodplain management measures will provide protection for the Village of Buffalo Grove and will ►ti wti.•.!'e m u.Via►. Elliot Hartstuin JAN 0 6 2007 Page 2 ensure its participation in the NFIP. The Regional Office may be contacted by telephone at (312) 408-5500 or in writing. Please send your written inquiries to the Director, Federal Insurance and Mitigation Division, FEMA Region V, at 536 South Clark Street, Sixth Floor, Chicago, Illinois 60605. You may have already contacted the NFIP State Coordinator and/or the FEMA Regional Office, and may be in the final adoption process or recently adopted the appropriate measures. However, in the event your community has not adopted the appropriate measures, this letter is FEMA's official notification that you only have until April 16, 2007 to adopt and/or submit a floodplain management ordinance that meets or exceeds the minimum NFIP requirements, and request approval from the FEMA Regional Office by the effective date. Your community's adopted measures will be reviewed upon receipt and the FEMA Regional Office will notify you when the measures are approved. I appreciate your cooperation to ensure that your community's floodplain management measures are approved by the FEMA Regional Office by the FIRM effective date. Your compliance with these mandatory program requirements will enable your community to avoid suspension from the NFIP. Sincerely, 4,- 9,/. �-.,ta David 1. Maurstad Director Mitigation Division cL:: EatiN-aril G. Buikenia, Regional Director, FEMA Region V Paul Osman, CFM, NFIP State Coordinator, Illinois Department of Natural Resources Richard K. Kuenkler, Municipal Engineering, Village of Buffalo Grove COOK COUNTY, ILLINOIS AND INCORPORATED AREAS REVISION DESCRIPTION The Flood Insurance Study (FIS) and FIood Insurance Rate Map (FIRM) were revised due to the construction of the William Rogers Memorial Diversion Channel, which was part of the Lower Des Plaines Tributaries Watershed Flood Control Project. The Diversion Channel was the result of a cooperative venture between the Village of Wheeling and the U.S. Department of Agriculture Natural Resources Conservation Service. The study area for this revision extends from the mouths of Wheeling Drainage Ditch and the William Rogers Memorial Diversion Channel at the Des Plaines River up to approximately 350 feet upstream of Aptakisic Road. This revision revises panels 0064F, 0068F, 0069F, 0206F, 0207F, and the index, and certain portions of the FIS report. 3/06/2007 ORDINANCE NO. 2007 - AN ORDINANCE AMENDING THE FLOODPLAIN ORDINANCE WHEREAS, in order to participate in the National Flood Insurance Program (NFIP), the Village needs to amend its floodplain regulations in conformance with the Flood Insurance Study (FIS) and Flood Insurance Rate Map (FIRM). NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, COOK AND LAKE COUNTIES, ILLINOIS: Section 1: Title 18 of the Buffalo Grove Municipal Code is amended to read as follows: Title 18 FLOODPLAIN REGULATIONS Chapters: 18.02 General Provisions 18.04 Definitions 18.06 How to Use this Title 18.08 Duties of the Enforcement Official(s) 18,10 Base Flood Elevation 18.12 Occupation and Use of Flood Fringe Areas 18.14 Occupation and Use of Designated Floodways 18.16 Occupation and Use of Special Flood Hazard Areas Where Floodways Are Not Identified 18.18 Permitting Requirements Applicable to All Fioodplain Areas and Protection of Buildings 18.20 Other Development Requirements 18.22 Variances 18.24 Penalty Chapter 18.02 GENERAL PROVISIONS Sections: 18.02.010 Purpose 18.02.020 Scope 18.02.030 Compliance with other applicable regulations required Section 18.02.010 Purpose -The Ordinance codified in this Title is enacted pursuant to the police powers granted to the Village by 65 ILCS 5/1-2-1, 5111-12-12, 5111-30-2, 5111-30-8, and 5111-31-2. The purpose of this Title is to maintain the Village's eligibility in the National Flood Insurance Program; to minimize potential losses due to periodic flooding including loss of life, loss of property, health and safety hazards, disruption of commerce and governmental services, extraordinary public expenditures for flood protection and relief, and impairment of the tax base, all of which adversely affect the public health, safety and general welfare; and to preserve and enhance the quality of surface waters, conserve economic and natural values and provide for the wise utilization of water and related land resources. This Title is adopted in order to accomplish the following specific purposes: A. To meet the requirements of 615 ILCS 5/18(g) Rivers, Lakes and Streams Act; B. To assure that new development does not increase the flood or drainage hazards to others, or creating unstable conditions susceptible to erosion; C. To protect new buildings and major improvements to buildings from flood damage; D. To protect human life and health from the hazards of flooding; E. To lessen the burden on the taxpayer for flood control projects, repairs to flood-damaged public facilities and utilities, and flood rescue and relief operations; and F. To make federally subsidized flood insurance available for property in the Village by fulfilling the requirements of the National Flood Insurance Program; G. To comply with the rules and regulations of the National Flood Insurance Program codified as 44 CFR 59-79, as amended; H. To protect, conserve, and promote the orderly development of land and water resources; and I. To preserve the natural characteristics and functions of water courses and floodplains in order to moderate flood and stormwater impacts, improve water quality, reduce soil erosion, protect aquatic and riparian habitat, provide recreational opportunities, provide aesthetic benefits and enhance community and economic development. Section 18.02.020 Scope - This Title is intended to supplement the Buffalo Grove Zoning Ordinance, Development Ordinance, Building Code, and Stormwater and Detention Ordinance and further regulate and restrict the subdivision, layout and improvement of land, including drainage, underground utilities and service facilities; the excavating, filling and grading of lots and other parcels and Special Flood Hazard Areas (SFHA), and storing of certain materials thereon, stream and other floodwater runoff channels, and detention ponds and basins; and the location, construction and elevation of buildings and other structures and parts and appurtenances thereof, and the drainage of parking and other paved lots and areas. In the event there is any conflict between the provisions of this Title and any other Village ordinance, the more restrictive provision or provisions shall be applicable. Section 18.02.030 Compliance with other applicable regulations required - Before starting any of the works or uses regulated by this Title, an applicant shall comply with requirements set forth in all other applicable ordinances and regulations with respect to submission and approval of preliminary and final subdivision plats, improvement plans, building and zoning permits, inspections, appeals and similar matters, along with those set forth in this Title as required by Federal or State statutes and regulations of any departments of the State. Chapter 18.04 DEFINITIONS Sections: 18,04.010 Accessory structure 18,04.020 Act 18.04.030 Applicant 2 18.04.040 Appropriate use 18,04.050 Base flood 18,04.060 Base flood elevation (BFE) 18.04.070 Basement 18.04.080 Building 18.04.090 Channel 18.04.100 Channel modification 18.04.110 Compensatory storage 18.04.120 Conditional approval of a designated floodway map change 18.04,130 Conditional letter of map revision (CLOMR) 18.04.140 Control structure 18.04.150 Critical facility 18.04.160 Dam 18.04.170 Designated floodway 18.04.180 Development 18.04.190 Elevation certificates 18.04.200 Erosion 18.04210 Exempt organizations 18.04.220 Existing manufactured home park or subdivision 18,04.230 Expansion to an existing manufactured home park or subdivision 18.04,240 FEMA 18.04.250 Flood 18.04.260 Flood frequency 18.04.270 Flood fringe 18.04.280 Flood Insurance Rate Maps (FIRM) 18.04.290 Flood Insurance Study 18.04.300 Floodplain 18.04.310 Floodproofing 18.04.320 Floodproofing certificate 18.04.330 Flood protection elevation (FPE) 18.04.340 Floodway 18.04.350 Historic structure 18.04.360 Hydrologic and hydraulic calculations 18.04.370 IDNRIOWR 18,04,380 Letter of map amendment(LOMA) 18.04.390 Letter of map revision (LOMR) 18.04,400 Lowest floor 18.04,410 Manufactured home 18.04.420 Manufactured home park or subdivision 18.04.430 Mitigation 18.04.440 New construction 18.04.450 New manufactured home park or subdivision 18.04.460 NAVD 88 18.04.470 Natural 18.04.475 NGVD 18.04.480 Ordinary high water mark (OHWM) 18.04.490 Public flood control project 18.04.500 Public bodies of water 18,04,510 Recreational vehicle or travel trailer 18.04.520 Regional permits 18.04.530 Registered land surveyor 18.04.540 Registered professional engineer 18.04.550 Repair, remodeling or maintenance 18.04.560 Repetitive loss 18.04.570 Retention/detention facility 18.04.580 Riverine SFHA 3 18,04.590 Runoff 18.04.600 Sedimentation 18.04.610 Special flood hazard area (SFHA) 18,04.620 Start of construction 18.04.630 Statewide permits 18,04,640 Structure 18.04.650 Substantial damage 18,04,660 Substantial improvement 18,04.670 Transition section 18.04.680 Violation For the purposes of this Title, the following definitions are adopted: Section 18.04.010 Accessory structure—A non-habitable structure which is on the same parcel of property as the principal structure to be insured and the use of which is incidental to the use of the principal structure. Section 18.04.020 Act—"An act in relation to the regulation of the rivers, lakes and streams of the State of Illinois", 615 ILCS 5/5 et seq. Section 18.04.030 Applicant—Any person, firm, corporation or agency which submits an application. Section 18.04.040 Appropriate use—Only uses of the designated floodway that are permissible and will be considered for permit issuance. The only uses that will be allowed are as specified in Section 18.14.050. Section 18.04.050 Base flood—The flood having a one-percent chance of being equaled or exceeded in any given year. The base flood is also known as the 100-year frequency flood event. Application of the base flood elevation at any location is as defined in Chapter 18.10 of this Title. Section 18.04.060 Base flood elevation (BFE)—The elevation in relation to mean sea level of the crest of the base flood. Section 18,04.070 Basement—That portion of the building having its floor subgrade (below ground level) on all sides. Section 18.04.080 Building —A structure that is principally above ground and is enclosed by walls and a roof. The terra includes a gas or liquid storage tank, a manufactured home, mobile home or a prefabricated building. This term also includes recreational vehicles and travel trailers to be installed on a site for more than 180 days per year. Section 18.04.090 Channel—Any river, stream, creek, brook, branch, natural or artificial depression, ponded area, flowage, slough ditch, conduit, culvert, gully, ravine, wash, or natural or man-made drainageway, which has a definite bed and banks or shoreline, in or into which surface or groundwater flows, either perennially or intermittently. Section 18.04.100 Channel modification —Alteration of a channel by changing the physical dimensions or materials of its bed or banks. Channel modification includes damming, riprapping (or other armoring), widening, deepening, straightening, relocating, lining and significant removal of native vegetation from the bottom or banks. Channel modification does not include the clearing of dead or dying vegetation, debris, or trash from the channel. Channelization is a severe form of channel modification involving a significant change in the channel cross-section and typically involving relocation of the existing channel (e.g. straightening). 4 Section 18.04.110 Compensatory storage—An artificially excavated, hydraulically equivalent volume of storage within the SFHA used to balance the loss of natural flood storage capacity when artificial fill or structures are placed within the floodplain. The uncompensated loss of natural floodplain storage can increase off-site floodwater elevations and flows. Section 18.04.120 Conditional approval of a designated floodway map change— Preconstruction approval by IDNRIOWR and FEMA of a proposed change to the floodway map. This preconstruction approval, pursuant to this Part, gives assurances to the property owner that once an Appropriate Use is constructed according to permitted plans, the floodway map can be changed, as previously agreed, upon review and acceptance of as-built plans. Section 18.04.130 Conditional letter of map revision (CLOMR)—A letter which indicates that FEMA will revised base flood elevations, flood insurance rate zones, flood boundaries or floodway as shown on an effective Flood Hazard Boundary Map or Flood Insurance Rate Map, once the as-built plans are submitted and approved. Section 18.04.140 Control structure—A structure designed to control the rate of flow that passes through the structure, given a specific upstream and downstream water surface elevation. Section 18.04.150 Critical facility—Any facility which is critical to the health and welfare of the population and, if flooded, would create an added dimension to the disaster. Damage to these critical facilities can impact the delivery of vital services, can cause greater damage to other sectors of the community, or can put special populations at risk. Examples of critical facilities where flood protection should be required include: emergency services facilities (such as fire and police stations), schools, hospitals, retirement homes and senior care facilities, major roads and bridges, critical utility sites (telephone switching stations or electrical transformers), and hazardous material storage facilities (chemicals, petrochemicals, hazardous or toxic substances). Examples of critical facilities where flood protection is recommended include sewage treatment plants, water treatment plants, and pumping stations. Section 18,04.160 Dam—All obstructions, wall embankments or barriers, together with their abutments and appurtenant works, if any, constructed for the purpose of storing or diverting water or creating a pool. Dams may also include weirs, restrictive culverts, or impoundment structures. Underground water storage tanks are not included. Section 18.04.170 Designated floodway—The channel, including on-stream lakes, and that portion of the floodplain adjacent to a stream or watercourse, generally depicted on the FEMA FIRM map, which is needed to store and convey the existing 100-year frequency flood discharge with no more than a 0.1 foot increase in stage due to the loss of flood conveyance or storage, and no more than a 10 percent increase in velocities. A. The floodways are designated for on the countywide Flood Insurance Rate Maps for Cook and Lake Counties, prepared by FEMA, and as listed in Appendix A of this Title. When two floodway maps exist for a waterway, the more restrictive floodway limit shall prevail. B. Those floodways for those parts of unincorporated Cook and Lake Counties that are within the extraterritorial jurisdictions of the Village that may be annexed into the Village are designated for Buffalo Creek, Farrington Ditch, White Pine Ditch, Aptakisic Creek, Tributary to Aptakisic, McDonald Creek, South Branch Indian Creek (Kildeer Creek) and Indian Creek on the countywide Flood Insurance Rate Map, and as listed in Appendix A of this Title. C. To locate the designated floodway boundary on any site, the designated floodway boundary should be scaled off the designated floodway map and located on a site plan, using reference marks common to both maps. Where interpretation is needed to determine the exact location of the designated floodway boundary, IDNR/OWR should be contacted for the interpretation. 5 Section 18.04.180 Development—Any man-made change to real estate, including: A. Construction, reconstruction, repair, or placement of a building or any addition to a building. B. Installing a manufactured home on a site, preparing a site for a manufactured home, or installing a travel trailer or recreational vehicle on a site for more than 180 days. If the travel trailer or recreational vehicle is on site for more than 180 days, it must be fully licensed and ready for highway use. C. Drilling, mining, installing utilities, construction of road, bridges, or similar projects. D. Demolition of a structure or redevelopment of a site. E. Clearing of land as an adjunct of construction. F. Construction or erection of levees, walls, fences, dams, or culverts; channel modification; filling, dredging, grading, excavating, paving, or other non-agricultural alterations of the ground surface; storage of materials; deposit of solid or liquid waste; G. Any other activity of man that might change the direction, height, or velocity of flood or surface water, including extensive vegetation removal; H. Substantial improvement of an existing building. Development does not include routine maintenance of existing buildings and facilities such as reproofing, or resurfacing of roads when there is no increase in elevation, or gardening, plowing, and similar agricultural practices that do no involve filling, grading, or construction of levees. Section 18.04.190 Elevation certificates—A form published by FEMA that is used to certify the elevation to which a building has been elevated. Section 18.04.200 Erosion —The general process whereby soils are moved by flowing water or wave action. Section 18.04.210 Exempt organizations—Organizations which are exempt from this Title per the Illinois Compiled Statues (ILCS) including state, federal or local units of government. Section 18.04.220 Existing manufactured home park or subdivision—A manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) has been completed before April 1, 1990. Section 18.04.230 Expansion to an existing manufactured home park or subdivision—The preparation of additional sites by the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads). Section 18.04.240 FEMA— Federal Emergency Management Agency and its regulations at 44 CFR 59-79, as amended. Section 18.04.250 Flood—A general and temporary condition of partial or complete inundation of normally dry land areas from overflow of inland or tidal waves, or the unusual and rapid accumulation or runoff of surface waters from any source. 6 Section 18.04.260 Flood frequency—A period of years, based on a statistical analysis, during which a flood of a stated magnitude may be expected to be equaled or exceeded. Section 18.04.270 Flood fringe—That portion of the floodplain outside of the designated floodway. Section 18.04.280 Flood Insurance Rate Maps (FIRM) —A map prepared by FEMA that depicts the Special Flood Hazard Area (SFHA) within a community. This map includes insurance rate zones and floodplains and may or may not depict floodways. Section 18.04.290 Flood Insurance Study—An examination, evaluation and determination of flood hazards and if appropriate, corresponding water surface elevations. Section 18.04.300 Floodplain —That land typically adjacent to a body of water with ground surface elevations at or below the base flood or the 100-year frequency flood elevation. Floodplains may also include detached Special Flood Hazard Areas, ponding areas, etc. The floodplain is also known as the Special Flood Hazard Area (SFHA). A. The floodplains are those lands within the jurisdiction of the Village that are subject to inundation by the base flood or 100-year frequency flood. The SFHA's of the Village are generally identified as such on panel numbers as listed in Appendix A of this Title of the countywide Flood Insurance Rate Map of the Village, prepared by the Federal Emergency Management Agency and dated as listed in Appendix A of this Title. B. The SFHA's of those parts of unincorporated Cook and Lake Counties that are within the extraterritorial jurisdiction of the Village or that may be annexed into the Village are generally identified as such on panel numbers as listed in Appendix A of this Title of the countywide Flood Insurance Rate Map, prepared for Cook and Lake Counties by the Federal Emergency Management Agency and dated as listed in Appendix A of this Title. Section 18.04.310 Floodproofing —Any combination of structural and non-structural additions, changes or adjustments to structures which reduce or eliminate flood damage to real estate or improved real property, water and sanitary facilities, structures and their contents. Section 18.04.32.0 Floodproofinq certificate—A form published by FEMA that is used to certify that a building has been designed and constructed to be structurally dry floodproofed to the flood protection elevation. Section 18.04.330 Flood protection elevation (FPE) —The elevation of the base flood or 100-year frequency floods plus thirty (30") inches of freeboard at any given location in the SFHA. Section 18,04.340 F000dway—See Section 18.04.170"Designated floodway". Section 18.04.350 Historic structure—Any structure that is: A. Listed individually in the National Register of Historic Places or preliminary determined by the Secretary of the Interior as meeting the requirements for individual listing on the National Register; B. Certified or preliminary determined by the Secretary of the Interior as contributing to the historic district or a district preliminary determined by the Secretary to qualify as a registered historic district; C. Individually listed on the State inventory of historic places that has been certified by the Illinois Historic Preservation Agency; 7 D. Individually listed on a local inventory of historic places that has been certified by the Illinois Historic Preservation Agency. Section 18.04.360 Hydrologic and hydraulic calculations— Engineering analysis which determine expected flood flows and flood elevations based on land characteristics and rainfall events. Section 18.04.370 IDNRIOWR— Illinois Department of Natural Resources, Office of Water Resources. Section 18.04.380 Letter of map amendment(LOMA)—Official determination by FEMA that a specific structure is not in a 100-year floodplain; amends the FIRM. Section 18.04.390 Letter of map revision (LOMR)—Letter that revises base flood or 100-year frequency flood elevations, floodplains or floodways as shown on an effective FIRM. Section 18.04.400 Lowest floor—The lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure usable solely for parking of vehicles, building access or storage, in an area other than a basement area is not considered a buildings lowest floor; provided that such enclosure is not built so as to render the structure in violation of the applicable non-elevation design requirements of this Title. Section 18.04.410 Manufactured home—A structure, transportable in one or more sections, which is built on a permanent chassis and is designated for use with or without a permanent foundation when attached to the required utilities. The term "manufactured home"also includes park trailers, travel trailers and other similar vehicles placed on site for more than 180 consecutive days. The term "manufactured home"does not include a "recreational vehicle". Section 18.04,420 Manufactured home or park subdivision—A parcel (or contiguous parcels) of land divided into two or more manufactured home lots for rent or sale. Section 18.04.430 Mitigation— Mitigation includes those measures necessary to minimize the negative effects which floodplain development activities might have on the public health, safety and welfare. Examples of mitigation include excavation of compensatory storage, soil erosion and sedimentation control, and channel restoration. Mitigation may also include those activities taken to reduce a structure's susceptibility to flooding. Section 18.04.440 New construction —New construction means structures for which the start of construction commenced on or after the effective date of a floodplain management regulation adopted by a community and includes any subsequent improvements to such structures. Section 18.04.450 New manufactured home park or subdivision — Manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) has been completed on or after April 1, 1990. Section 18.04.460 NAVD 88— North American Vertical Datum of 1988. NAVD 88 supercedes the National Geodetic Vertical Datum of 1929 (NGVD). Section 18.04.470 Natural—When used in reference to channels means those channels formed by the existing surface topography of the earth prior to changes made by man. A natural stream tends to follow a meandering path; its floodplain is not constrained by levees; the area near the bank has not been cleared, mowed or cultivated; the stream flows over soil and geologic materials typical of the area with no substantial alteration of the course or cross-section of the stream caused by filling or excavating. A modified channel may regain some natural 8 characteristics over time as the channel meanders and vegetation is re-established. Similarly, a modified channel may be restored to more natural conditions by man through regrading and revegetation, Section 18.04.075 NGVD— National Geodetic Vertical Datum of 1929. Reference surface set by the National Geodetic Survey deduced from a continental adjustment of all existing adjustments in 1929. Section 18.04.480 Ordinary high water mark(HWM)—The point on the bank or shore up to which the presence and action of surface water is so continuous so as to leave a distinctive mark such as by erosion, destruction or prevention of terrestrial vegetation, predominance of aquatic vegetation or other easily recognized characteristics. Section 18.04.490 Public flood control project--A flood control project which will be operated and maintained by a public agency to reduce flood damages to existing buildings and structures, including a hydrologic and hydraulic study of the existing and proposed conditions of the watershed. Nothing in this definition shall preclude the design, engineering, construction or financing, in whole or in part, of a flood control project by persons or parties who are not public agencies. Section 18.04.500 Public bodies of water—All open streams and lakes capable of being navigated by watercraft, in whole or in part, for commercial uses and purposes, and all lakes, rivers, and streams which in their natural condition were capable of being improved and made navigable, or that are connected with or discharge their waters into navigable lakes or rivers within, or upon the borders of the State of Illinois, together with all bayous, sloughs, backwaters, and submerged lands that are open to the main channel or body of water directly accessible thereto. Section 18.04.510 Recreational vehicle or travel trailer—A vehicle which is: A. Built on a single chassis; B. 400 square feet or less when measured at the largest horizontal projection; C. Designed to be self-propelled or permanently towable by a light duty truck; and D. Designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use. Section 18.04.520 Regional permits—Regional Permits are offered for pre-approved projects which are considered minor projects that are permissible per IDNRIOWR Part 3708 rules for Northeastern Illinois regulatory floodways. A complete listing of the terms and conditions for specific project types can be obtained from the IDNR/OWR website. Section 18,04.530 Registered land surveyor—A land surveyor registered in the State of Illinois, under The Illinois Land Surveyors Act. (225 ILCS 33011, et seq.) Section 18.04.540 Registered professional engineer--An engineer registered in the State of Illinois, under The Illinois Professional Engineering Practice Act. (225 ILCS 32511 et seq.) Section 18.04.550 Repair, remodeling or maintenance—Development activities which do not result in any increases in the outside dimensions of a building or any changes to the dimensions of a structure. Section 18,04.560 Repetitive loss—Flood-related damages sustained by a structure on two separate occasions during a 10-year period for which the cost of repairs at the time of each such 9 flood event, on the average, equals or exceeds 25 percent of the market value of the structure before the damage occurred. Section 18.04.570 Retention/detention facility—A retention facility stores stormwater runoff without a gravity release. A detention facility provides for storage of stormwater runoff and controlled release of this runoff during and after a flood or storm, Section 18.04.580 Riverine SFHA—Any SFHA subject to flooding from a river, creek, intermittent stream, ditch, on-stream lake system or any other identified channel. This term does not include areas subject to flooding from lakes, ponding areas, areas of sheet flow, or other areas not subject to overbank flooding. Section 18.04.590 Runoff—The water derived from melting snow or rain falling on the land surface, flowing over the surface of the ground or collected in channels or conduits. Section 18.04.600 Sedimentation —The processes that deposits soils, debris, and other materials either on other ground surfaces or in bodies of water or watercourses. Section 18.04.610 Special flood hazard area (SFHA)—See Section 18.04.300 "Floodplain". Section 18.04.620 Start of construction—Includes substantial improvements, and means the date the building permit was issued, provided the actual start of construction, repair, reconstruction, rehabilitation, addition placement, or other improvement was within 180 days of the permit date. The actual start means either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or placement of a manufactured home on a foundation. Section 18.04.630 Statewide permits--Statewide permits are offered for pre-approved projects that are considered minor projects which are permissible per the IDNRIOWR Part 3700 rules. A complete listing of the statewide permits and permit requirements can be obtained from the IDNR/OWR website. Section 18.04.640 Structure—See Section 18.04.080 "Building", Section 18.04.650 Substantial damage— Damage of any origin sustained by a structure whereby the cumulative percentage of damage during a 10-year period equals or exceeds 50 percent of the market value of the structure before the damage occurred regardless of actual repair work performed. Volunteer labor and materials must be included in this determination. The term includes Repetitive Loss Buildings. See Section 18.04.560 'Repetitive loss". Section 18.04.660 Substantial improvement—Any reconstruction, rehabilitation, addition or improvement of a structure taking place during a 10-year period in which the cumulative percentage of improvements equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. A. "Substantial Improvement" is considered to occur when the first alteration of any wall, ceiling, floor, or other structural part of the building commences, whether or not that alteration affects the external dimensions of the building. This term includes structures, which have incurred repetitive loss or substantial damage, regardless of the actual work done. B. The term does not, however, include either: 1. any project for improvement of a structure to comply with existing state or local health, sanitary, or safety code specifications which are solely necessary to assure safe living conditions, or 10 2. any alteration of a "historic structure" listed on the National Register of Historic Places or the Illinois Register of Historic Places, provided that the alteration will not preclude the structure's continued designation as a historic structure. Section 18.04.670 Transition section— Reaches of the stream or floodway where water flows from a narrow cross-section to a wide cross-section or vice versa. Section 18.04.680 Violation—The failure of a structure or other development to be fully compliant with the community's floodplain management regulations. A structure or other development without the elevation certificate, other certifications, or other evidence of compliance is presumed to be in violation until such time as that documentation is provided. Chapter 18.06 HOW TO USE THIS TITLE Sections: 18.06.010 Procedure Section 18.06.010 Procedure—The Village Engineer and/or the Building Commissioner shall be responsible for fulfilling all of the duties listed in Chapter 18.08. To fulfill those duties, the Village Engineer first should use the criteria listed in Chapter 18.10, Base Flood Elevation, to determine whether the development site is located within a floodplain. Once it has been determined that a site is located within a floodplain, the Village Engineer must determine whether the development site is within a flood fringe, a regulatory floodway or within a SFHA or floodplain on which no floodway has been identified. If the site is within a flood fringe, the Village Engineer shall require that the minimum requirements of Chapter 18.12 be met. If the site is within a floodway, the Village Engineer shall require that the minimum requirements of Chapter 18.14 be met. If the site is located within a SFHA or floodplain for which no detailed study has been completed and approved, the Village Engineer shall require that the minimum requirements of Chapter 18.16 be met. In addition, the general requirements of Chapter 18.18 shall be met for all developments meeting the requirements of Chapters 18.12, 18.14, or 18.16. The Village Engineer shall assure that all subdivision proposals shall meet the requirements of Chapter 18.20. If a variance is to be granted for a proposal, the Village Engineer shall review the requirements of Chapter 18.22 to make sure they are met. In addition, the Village Engineer shall complete all notification requirements. In order to assure that property owners obtain permits as required in this Title, the Village Engineer or Building Commissioner may take any and all actions as outlined in Section 18.24.020 of this Title. 11 Chapter 18.08 DUTIES OF THE ENFORCEMENT OFFICIAL(S) Sections: 1&0&010 Duties of the Village Engineer 18.0&020 Duties of the Building Commissioner Section 18.08.010 Duties of the Village Engineer— Duties of the Village Engineer are as follows: A. Determining the Floodplain Designation. Check all new development sites to determine whether they are in a Special Flood Hazard Area (SFHA). If they are in a SFHA, determine whether they are in a floodway, flood fringe or in a floodplain for which a detailed study has not been conducted which drains more than one(1) square mile. Check whether the development is potentially within an extended SFHA(with a drainage area less than one square mile), indicating that the development would have adverse impacts regarding storage, conveyance, or inundation which would be the basis for the applicant being required to delineate the floodplain and floodway and be subject to the remaining Sections of this Title. B. Professional Engineer Review. If the development site is within a floodway or in a floodplain for which a detailed study has not been conducted and which drains more than one (1) square mile, then the permit shall be referred to the Village Engineer for review to ensure that the development meets the requirements of Chapter 18.14. In the case of an Appropriate Use, the P.E. shall state in writing that the development meets the requirements of Chapter 18.14. C. Dam Safety Requirements. Dams are classified as to their size and their hazard/damage potential in the event of failure. The construction or major modification of all Class I (high hazard) and Class II (moderate hazard)dams require an IDNR/OWR dam safety permit. Some Class III (low hazard) dams require an IDNR/OWR dam safety permit, depending on the drainage area to the dam, the height of the dam and the impounding capacity behind the dam. Most off-channel detention basins that have an embankment are non jurisdictional Class III dam. It is not required that IDNR/OWR "sign-off'on all non jurisdictional Class III dams. A consulting engineer with dam safety knowledge can estimate a hazard classification and determine if an IDNR/OWR dam safety permit is required. A permit application submittal must be made to IDNR/OWR for the construction or major modification of jurisdictional dams. Regulated dams may include weirs, restrictive culverts or impoundment structures. D. Other Permit Requirements. Ensure any and all required federal, state and local permits are received prior to the issuance of a floodplain development permit. E. Plan Review and Permit Issuance. Ensure that all development activities within the SFHA's of the jurisdiction of the Village meet the requirements of this Title and issue a floodplain development permit in accordance with the provisions of this Title and other regulations of this community when the development meets the conditions of this Title. F. Inspection Review. Inspect all development projects before, during and after construction to assure proper elevation of the structure and to ensure they comply with the provisions of this Title; and, schedule on an annual basis an inspection of the floodplain and document the results of the inspection. G. Damage Determinations. Make damage determinations of all damaged buildings in the SFHA after a flood to determine substantially damaged structures which must comply with Section 18.18.040(B) of this Title. 12 H. Elevation and Floodproofing Certificates. Maintain permit files including: An Elevation Certificate certifying the elevation of the lowest floor(including basement) of a residential or non-residential building subject to Section 18.18.010 of this Title, and/or the elevation to which a non-residential building has been floodproofed, using a Floodproofing Certificate, for all buildings subject to Section 18.18.010 of this Title. I. Records for Public Inspection. Maintain for public inspection and furnish upon request base flood data, SFHA and designated floodway maps, copies of federal or state permit documents, variance documentation, Conditional Letter of Map Revision, Letter of Map Revision, Letter of Map Amendment and "as-built"elevation and floodproofing and/or elevation certificates for all buildings constructed subject to this Title. J. State Permits. Ensure that construction authorization has been granted by IDNR/OWR, for all development projects subject to Chapters 18.14 and 18.16 of this Title, unless enforcement responsibility has been delegated to the Village. However, the following review approvals are not delegated to the Village and shall require review or permits from IDNR/OWR: 1. Organizations which are exempt from this Title, as per the Illinois Compiled Statutes; 2. IDNR/OWR projects, dams or impoundment structures as defined in Section 18.04.160 "Dam", and all other state, federal or local unit of government projects, including projects of the Village and County, except for those projects meeting the requirements of Section 18.14,050; 3. An engineer's determination that an existing bridge or culvert crossing is not a source of flood damage and the analysis indicating the proposed flood profile, per Section 18.14.060(E); 4. An engineer's analysis of the flood profile due to Section 18.14.060(D); 5. Alternative transition sections and hydraulically equivalent compensatory storage as indicated in Section 18.14.060 (A, B, and H); 6. Permit issuance of structures within, under, or over publicly navigable rivers, lakes and streams; 7. Any changes in the mapped floodway or published flood profiles. K. Cooperation with Other Agencies. Cooperate with state and federal floodplain management agencies to improve base flood or 100-year frequency flood and floodway data and to improve the administration of this Title. Submit data to IDNR/OWR and FEMA for proposed revisions of a regulatory map within 6 months whenever a modification of the floodplain may change the base flood elevation or result in a change to the floodplain map. Submit reports as required for the National Flood Insurance Program and notify FEMA of any proposed amendments to this Title. L. Promulgate Regulations. Promulgate rules and regulations as necessary to administer and enforce the provisions of this Title subject, however, to the review and approval of IDNR/OWR and FEMA for any changes to this Title. Section 18.08.020 Duties of the Building Commissioner—Duties of the Building Commissioner are as follows: 13 A. Elevation and Floodproofing Certificates. Maintain permit files including: An Elevation Certificate certifying the elevation of the lowest floor(including basement) of a residential or non-residential building subject to Section 18.18.010 of this Title, and/or the elevation to which a non-residential building has been floodproofed, using a Floodproofing Certificate, for all buildings subject to Section 18,18.010 of this Title. B. Records for Public Inspection. Maintain for public inspection and furnish upon request"as- built"elevation and floodproofing or elevation and floodproofing certificates for all buildings constructed subject to this Title. C. Promulgate Regulations. Promulgate rules and regulations as necessary to administer and enforce the provisions of this Title subject, however, to the review and approval of IDNR/OWR and FEMA for any changes to this Title. Chapter 18.10 BASE FLOOD ELEVATION Sections: 18.10.010 General 18,10.020 Base flood 18.10,030 Delineation (AH/AO) 18.10.040 Delineation (other) Section 18.10.010 General —This Title's protection standard is based on the Flood Insurance Study for the Village. If abase flood elevation or 100-year frequency flood elevation is not available for a particular site, then the protection standard shall be according to the best existing data available from federal, state or other sources. When a party disagrees with the best available data, they shall submit a detailed engineering study needed to replace existing data with better data and submit it to IDNR/OWR and FEMA for review and consideration prior to any development of the site. Section 18.10.020 Base flood—The base flood or 100-year frequency flood elevation for the SFHA's of Buffalo Creek, Farrington Ditch, White Pine Ditch, Aptakisic Creek, Tributary to Aptakisic, McDonald Creek, South Branch Indian Creek(Kildeer Creek), Indian Creek and Des Plaines River shall be delineated on the 100-year flood profiles in the Flood Insurance Study for Cook and Lake Counties, prepared by FEMA, and dated as listed in Appendix A of this Title, and such amendments to such study and maps as may be prepared from time to time. Section 18.10.030 Delineation (AH/AO)—The base flood or 100-year frequency flood elevation for each SFHA delineated as an "AH Zone"or"AO zone" shall be that elevation (or depth) delineated on the countywide Flood Insurance Rate Map for Cook and Lake Counties. Section 18.10.040 Delineation other —The base flood or 100-year frequency flood elevation for each of the remaining SFHA's delineated as an "A Zone"on the countywide Flood Insurance Rate Map for Cook and Lake Counties, shall be according to the best existing data available from federal, state or other sources. Should no other data exist, an engineering study must be financed by the applicant to determine base flood elevations. When no base flood or 100-year frequency flood elevation exists, the base flood or 100-year frequency flood elevation for a riverine SFHA shall be determined from a backwater model, such as HEC-II, HEC-RAS, or a dynamic model such as HIP. The flood flows used in the hydraulic models shall be obtained from a hydrologic model, such as HEC-HMS, HEC-1, TR-20, or HIP, or by techniques presented in various publications prepared by the United States Geological Survey for estimating peak flood discharges. For a non-riverine SFHA, the Base Flood Elevation shall be the historic Flood of 14 Record plus three feet(T), unless calculated by a detailed engineering study. For an unmapped extended SFHA(with a drainage area less than one square mile) which has been identified by the Village Engineer pursuant to Section 18.08.010(A), the base flood elevation shall be determined by the applicant utilizing a method as approved in this Section. Chapter 18.12 OCCUPATION AND USE OF FLOOD FRINGE AREAS Sections: 18.12.010 General 18.12.020 Development permit 18.12.030 Application 18.12.040 SFHA determination 18.12.050 Soil erosion and sediment control 18.12.060 Other agency permits 18.12.070 Preventing increased damages 18.12.080 LOMR 18.12.090 Compensatory storage 18.12.100 Construction of the lowest floor below the base flood elevation (BFE) Section 18.12.010 General— Development in and/or filling of the flood fringe will be permitted if protection is provided against the base flood or 100-year frequency flood by proper elevation, and compensatory storage, and other applicable provisions of this Title. No use will be permitted which adversely affects the capacity of drainage facilities or systems. Developments located within the flood fringe shall meet the requirements of this Section, along with the requirements of Chapter 18.18. Section 18.12.020 Development permit—No person, firm, corporation, or governmental body not exempted by law shall commence any development in the SFHA without first obtaining a development permit from the Village Engineer. Section 18.12.030 Application —Application for a development permit shall be made on a form provided by the Village Engineer. The application shall be accompanied by drawings of the site, drawn to scale, showing property line dimensions and legal description for the property and sealed by a licensed engineer, architect or land surveyor; existing grade elevations, in M.S.L., 1929 adj. datum or N.G.V.D., or using the North American Vertical Datum of 1988, and all changes in grade resulting from excavation or filling; the location and dimensions of all buildings and additions to buildings. For all proposed buildings, the elevation of the lowest floor(including basement) and lowest adjacent grade shall be shown on the submitted plans and the development will be subject to the requirements of Chapter 18.18 of this Title. Section 18.12.040 SFHA determination—Upon receipt of a development permit application, the Village Engineer shall compare the elevation of the site to the base flood or 100-year frequency flood elevation. Any development located on land that can be shown to be higher than the base flood elevation of the current Flood Insurance Rate Map and which has not been filled after the date of the site's first Flood Insurance Rate Map without a permit as required by this Title, is not in the SFHA, and , therefore, not subject to the requirements of this Title. Conversely, any development located on land shown to be below the base flood elevation and hydraulically connected, but shown on the current Flood Insurance Rate Map is subject to the provisions of this Title. The Village Engineer shall maintain documentation of the existing ground elevation at the development site and certification that this ground elevation existed prior to the date of the site's first Flood Insurance Rate Map identification. 15 Section 18.12.050 Soil erosion and sediment control—A soil erosion and sediment control plan for disturbed areas shall be submitted. This plan shall include a description of the sequence of grading activities and the temporary sediment and erosion control measures to be implemented to mitigate their effects. This plan shall also include a description of final stabilization and revegetation measures, and the identification of a responsible party to ensure post-construction maintenance, Section 18.12.060 Other agency permits—The Village Engineer shall be responsible for obtaining from the applicant copies of all other federal, state, and local permits, approvals or waivers that my be required for this type activity. The Village Engineer shall not issue a permit unless all other federal, state, and local permits have been obtained. Section 18.12.070 Preventing increased damages—No development in the flood fringe shall create a threat to public health and safety. Section 18.12.080 LOMR— If fill is being used to elevate the site above the base flood or 100- year frequency flood elevation, the applicant shall submit sufficient data and obtain a letter of map revision (LOMR) from FEMA for the purpose of removing the site from the floodplain. Section 18.12.090 Compensatory storage,—Whenever any portion of a floodplain is authorized for use, the volume of space which will be occupied by the authorize fill or structure below the base flood or 100-year frequency flood elevation shall be compensated for and balanced by a hydraulically equivalent volume of excavation taken from below the base flood or 100-year frequency flood elevation. The excavation volume shall be at least equal to 1.2 times the volume of storage lost due to the fill or structure. In the case of streams and watercourses, such excavation shall be made opposite or adjacent to the areas so filled or occupied. All floodplain storage lost below the existing 10-year flood elevation shall be replaced below the proposed 10- year flood elevation. All floodplain storage lost above the existing 10-year flood elevation shall be replaced above the proposed 10-year flood elevation. All such excavations shall be constructed to drain freely and openly to the watercourse. Section 18.12.100 Construction of the lowest floor below the base flood elevation BFE —A person who has obtained a Letter of Map Revision Based on Fill that removes a site in the flood fringe from the floodplain due to the use of fill to elevate the site above the BFE, may apply for a permit from the Village to construct the lowest floor of a residential building below the BFE in the flood fringe. The Village Engineer shall not issue such a permit unless the applicant has complied with all the criteria set forth in the following subsections: A. Compensatory storage shall be provided per Section 18.12.090. B. The elevation of the lowest opening in the basement wall (i.e., window wells, access ways) shall be at or above the Flood Protection Elevation (FPE). C. The lowest adjacent grade to the foundation shall be two (2) feet above the BFE, for a minimum distance of twenty-five (25) feet beyond the outside face of the structure. However, if site conditions are such that this requirement cannot be met, the Village Engineer may waive the twenty-five (25) foot minimum setback if an Illinois Registered Professional Engineer certifies that an alternative method to protect the building from damage due to hydrostatic pressures has been met. The certifications shall be in the form of a detailed soils and structural design analysis, which shall be submitted to the Village Engineer for review. The Village Engineer may require such additional documentation as necessary to prove that the proposed shorter setback distance will keep the structure reasonably safe. In no case shall the setback distance be less than four(4) feet. D. The grade around the perimeter of the structure, measured at a distance of twenty-five (25) feet from the structure, shall be one (1) foot above the BFE. However, if site conditions are 16 such that this requirement cannot be obtained, the Village Engineer may waive the twenty- five (25)foot minimum setback distance if an Illinois Registered Professional Engineer certifies that an alternative method to protect the building from damages due to hydrostatic pressures have been met. A detailed soils analysis and structural design proving that a shorter setback distance will keep the structure reasonably safe from flooding, shall be submitted to the Village for review. In no case shall the setback distance be less than four(4) feet. E. The ground around the building shall be compacted fill that meets all requirements of this section and is at least five (5)feet thick under the basement floor slab. Nothing in this section shall be interpreted to require the removal or replacement of fill that was placed as part of a LOMR-F, if such fill consists of material, including soils of similar classification and degree permeability, such as those classified as CH, CL, SC or MIL according to ASTM Standard D-2487, Classification of Soils for Engineering Purposes. F. The fill material must be homogeneous and isotropic; that is, the soil must be all of one material, and the engineering priorities must be in the same direction. G. All fill material and compaction shall be designed, certified and inspected by an Illiniois Registered Professional Engineer, as warranted by the site conditions. H. The basement floor shall be at an elevation that is no more than five (5) below the BFE. I. There shall be a granular drainage layer beneath the floor slab, and a minimum one-quarter (114) horsepower sump pump with a backup power supply shall be provided to remove seepage flow. The pump shall be rated at four(4)times the estimated seepage rate and shall discharge above the BFE and away from the building in order to prevent flooding of the basement or uplift of the floor under the effect of the seepage pressure. J. The drainage system shall be equipped with a positive means of preventing backflow. K. All foundation elements shall be designed to withstand hydrostatic pressure in accordance with accepted engineering practices. L. If the applicant is unable to meet all of the requirements set forth in the preceding subsections, the Village Engineer may allow the construction of a basement below the BFE only if the applicant demonstrates that the proposed fill and structure meet the guidelines and requirements set forth in FEMA Technical Bulletin 10-01 and are reasonably safe from flooding. In order to demonstrate that the proposed structure is reasonably safe from flooding, the applicant shall submit a detailed engineering analysis of the proposed fill and foundation wall. The engineered basement study shall be completed in accordance with the latest edition of FEMA Technical Bulletin 10-01, with the analysis of the fill being prepared by an Illinois Registered Professional Engineer. M. In order to provide the required compensatory storage on site, in no case shall the depth of excavation in the front and side yards of the lot exceed eighteen (18) inches, as measured from the previously existing natural grade. The rear yard shall be permitted to have a greater depth of excavation, if necessary. All such excavation shall be constructed to drain freely and openly to the watercourse or storm sewer system. The use of mechanical means to drain the compensatory storage area will not be permitted. 17 Chapter 18.14 OCCUPATION AND USE OF DESIGNATED FLOODWAYS Sections: 18.14.010 General 18.14.020 Development 18.14.030 Application 18.14.040 Other agency permits 18.14.050 Preventing increased damages and a list of appropriate uses 18.14.060 Floodway characteristics 18.14.070 Development activities in delegated communities requiring state review 18.14.080 Other permits 18.14.090 Permits for darns 18.14.100 Activities that do not require a professional engineer's review Section 18.14.010 General—This Chapter applies to proposed development, redevelopment, site modification or building modification within a designated floodway. The designated floodway for Buffalo Creek, Farrington Ditch, White Pine Ditch, Aptakisic Creek, Tributary to Aptakisic Creek, McDonald Creek, South Branch Indian Creek(Kildeer Creek), Indian Creek and Des Plaines River shall be as delineated on the countywide Flood Insurance Rate Map for Cook and Lake Counties and referenced in Section 18.04.170 "Designated floodway". Only those uses and structures will be permitted which meet the criteria in this section. All floodway modifications shall be the minimum necessary to accomplish the purpose of the project. The development shall also meet the requirements of Chapter 18.18. Section 18.14.020 Development permit—No person, firm, corporation or governmental body not exempted by state law shall commence any development in a floodway without first obtaining a development permit from the Village Engineer and IDNRIOWR. Section 18.14.030 Application —Application for a development permit shall be made on a form provided by the Village Engineer. The application shall include the following information: A. Name and address of applicant; B. Site location (including legal description) of the property, drawn to scale, on the designated floodway map, indicating whether it is proposed to be in an incorporated or unincorporated area; C. Name of stream or body of water affected; D, Description of proposed activity; E. Statement of purpose of proposed activity; F. Anticipated dates of initiation and completion of activity; G. Name and mailing address of the owner of the subject property if different from the applicant; H. Signature of the applicant or the applicant's agent; I. If the applicant is a corporation, the president, or other authorized officer shall sign the application form; J. If the applicant is a partnership, each partner shall sign the application form; and 18 K. If the applicant is a land trust, the trust officer shall sign the name of the trustee by him (her) as trust officer. A disclosure affidavit shall be filed with the application, identifying each beneficiary of the trust by name and address and defining the respective interests therein. L. Plans of the proposed activity shall be provided which include as a minimum: 1. A vicinity map showing the site of the activity, name of the waterway, boundary lines, names of roads in the vicinity of the site, graphic or numerical scale, and north arrow; 2. A plan view of the project and engineering study reach showing existing and proposed conditions including principal dimensions of the structure or work, elevations, in mean sea level (1929 adjustment) datum or N.G.V.D., or using the North American Vertical Datum of 1988, adjacent property lines and ownership, drainage and flood control easements, location of any channels and any existing or future access roads, distance between proposed activity and navigation channel (when the proposed construction is near commercially navigable body of water), designated floodway limit, floodplain limit, specifications and dimensions of any proposed channel modifications, location and orientation of cross-sections, north arrow and a graphic or numerical scale; 3. Cross-section views of the project and engineering study reach showing existing and proposed conditions including principal dimensions of the work as shown in plan view, existing and proposed elevations, normal water elevation, 10-year frequency flood elevation, 100-year frequency flood elevation, and graphic or numerical scales (horizontal and vertical); 4. A soil erosion and sediment control plan for disturbed areas. This plan shall include a description of the sequence of grading activities and the temporary sediment and erosion control measures to be implemented to mitigate their effects. This plan shall also include a description of final stabilization and revegetation measures, and the identification of a responsible party to ensure post-construction maintenance. 5. A copy of the designated floodway map, marked to reflect any proposed change in the designated floodway location. M. Any and all other federal, state, and local permits or approval letters that may be required for this type of development. N. Engineering calculations and supporting date shall be submitted showing that the proposed work will meet the permit criteria of Section 18.14.050. O. if the designated floodway delineation, base flood or 100-year frequency flood elevation will change due to the proposed project, the application will not be considered complete until IDNRIOWR has indicated conditional approval of the designated floodway map change. No structures may be built until a Letter of Map Revision has been approved by FEMA. P. The application for a structure shall be accompanied by drawings of the site, drawn to scale showing the property line dimensions and existing ground elevations and all changes in grade resulting from any proposed excavation or filling, and floodplain and floodway limits; sealed by a registered professional engineer, licenses architect or registered land surveyor; the location and dimensions of all buildings and additions to buildings; and the elevation of the lowest floor(including basement) of all proposed buildings subject to the requirements of Chapter 18.18 of this Title. Q. If the proposed project involves a channel modification, the applicant shall submit the following information: a discussion of the purpose of and need for the proposed work; a 19 discussion of the feasibility of using alternative locations or methods (see Section 18.14.060(I)) to accomplish the purpose of the proposed work; an analysis of the extent and permanence of the impacts each feasible alternative identified in Section 18.14.060(I)would have on physical and biological conditions of the body of water affected; and an analysis of the impacts of proposed project, considering cumulative effects on the physical and biological conditions of the body of water affected. Section 18.14.040 Other agency permits—The Village Engineer shall be responsible for obtaining from the applicant copies of all other local, state and federal permits and approvals that my be required for this type of activity. The Village Engineer shall not issue the development permit unless all required federal and state permits have been obtained. The Village Engineer shall review and approve applications reviewed under this Chapter. Section_18.14.060 Preventing increased damages and a list of appropriate uses—The only development in a floodway which will be allowed are Appropriate Uses, which will not cause a rise in the base flood elevation, and which will not create a damaging or potentially damaging increase in flood heights or velocity or be a threat to public health and safety and welfare or impair the natural hydrologic and hydraulic functions of the floodway or channel, or permanently impair existing water quality or aquatic habitat. Construction impacts shall be minimized by appropriate mitigation methods as called for in this Title. Only those Appropriate Uses listed in 17 III. Adm. Code Part 3708 will be allowed. The approved Appropriate Uses are as follows: A. Flood control structures, dikes, dams and other public works or private improvements relating to the control of drainage, flooding erosion, or water quality or habitat for fish and wildlife; B. Structures or facilities relating to the use of, or requiring access to, the water or shoreline, such as pumping and treatment facilities, and facilities and improvements related to recreational boating, commercial shipping and other functionally water dependent uses; C. Storm and sanitary sewer relief outfalls; D. Underground and overhead utilities; E. Recreational facilities such as playing fields and trail systems, including any related fencing (at least 50 percent open when viewed from any one direction) built parallel to the direction of flood flows, and including open air pavilions; F. Detached garages, storage sheds or other non-habitable accessory structures that will not block flood flows, nor reduce floodway storage; G. Bridges, culverts, roadways, sidewalks, railways, runways and taxiways and any modification thereto; H. Parking lots built at or below existing grade where either the depth of flooding at the 100-year frequency flood event will not exceed 1.0 foot; or, the applicant of a short-term recreational use facility parking lot formally agrees to restrict access during overbank flooding events and accepts liability for all damage caused by vehicular access during all overbank flooding events; I. Designated floodway regrading, without fill, to create a positive non-erosive slop toward a watercourse; J. Floodproofing activities to protect previously existing lawful structures including the construction of water tight window wells, elevating structures, or construction of floodwalls around residential, commercial or industrial principal structures where the outside toe of the 20 floodwall shall be no more than ten (10) feet away from the exterior wall of the existing structure, and, which are not considered substantial improvements to the structure; K. The replacement, reconstruction, or repair of a damaged building, provided that the outside dimensions are not increased, and if the building was damaged to fifty (50%) percent or more of the market value before the damage occurred, the building will be protected from flooding to the flood protection elevation. L. Modifications to an existing building that would not increase the enclosed floor area of the building below the 100-year frequency flood elevation, and which will not block flood flows including but not limited to, fireplaces, bay windows, decks, patios, and second story additions. If the building is improved to fifty (50%) percent or more of the market value before the modification occurred (i.e. a substantial improvement), the building will be protected from flooding to the flood protection elevation. Appropriate uses do not include the construction or placement of any new structures, fill, building additions, buildings on stilts, excavation or channel modifications done to accommodate otherwise non-appropriate uses in the floodway, fencing (including landscaping or planting designed to act as a fence) and storage of materials except as specifically defined above as an Appropriate Use. Section 18.14.060 Floodway characteristics—Within the designated floodway, the construction of an Appropriate Use will be considered permissible provided that the proposed project meets the following engineering and mitigation criteria and is so stated in writing with supporting plans, calculations and data by a registered professional engineer and provided that any structure meets the protection requirements of Chapter 18.18. A. Preservation of Flood Conveyance, so as Not to Increase Flood Stages Upstream. For appropriate uses other than bridge or culvert crossings, on-stream structures or dams, all effective designated floodway conveyance lost due to the project will be replaced for all flood events up to and including the 100-year frequency flood. In calculating effective designated floodway conveyance, the following factors shall be taken into consideration: 1. Designated floodway conveyance, V' _ (1.4861n)(AR2/3) where"n" is Manning's roughness factor, "A" is the effective flow area of the cross-section, and "R" is the ratio of the area to the wetted perimeter. (See Ven Te Chow, Open Channel Hydraulics, McGraw- Hill, New York 1959). 2. The same Manning's "n"value shall be used for both existing and proposed conditions unless a recorded maintenance agreement with a federal, state, or local unit of government can assure the proposed conditions will be maintained or the land cover is changing from a vegetative to a non-vegetative land cover. 3. Transition sections shall be provided and used in calculations of effective designated floodway conveyance. The following expansion and contraction ratios shall be used unless an applicant's engineer can prove to IDNRIOWR through engineering calculations or model tests that more abrupt transitions may be used with the same efficiency: a. When water is flowing from a narrow section to a wider section, the water should be assumed to expand no faster than at a rate of one foot horizontal for every four feet of the flooded stream's length. b. When water is flowing from a wide section to a narrow section, the water should be assumed to contract no faster than at a rate of one foot horizontal for every one foot of the flooded stream's length. 21 c. When expanding or contracting flows in a vertical direction, a minimum of one foot vertical transition for every ten feet of stream length shall be used. d. Transition sections shall be provided between cross-sections with rapid expansions and contractions and when meeting the designated floodway delineation on adjacent properties. e. All cross-sections used in the calculations shall be located perpendicular to flood flows. B. Preservation of Floodway Storage so as Not to Increase Downstream Flooding. Compensatory storage shall be provided for any designated floodway storage lost due to the proposed work from the volume of fill or structures placed and the impact of any related flood control projects. Compensatory storage for fill or structures shall be equal to at least 1.2 times the volume of floodplain storage lost. Artificially crated storage lost due to a reduction in head loss behind a bridge shall not be required to be replaced. The compensatory designated floodway storage shall be placed between the proposed normal water elevation and the proposed 100-year flood elevation. All designated floodway storage lost below the existing 10-year flood elevation shall be replaced below the proposed 10-year flood elevation. All designated floodway storage lost above the existing 10-year flood elevation shall be replaced above the proposed 10-year flood elevation. All such excavations shall be constructed to drain freely and openly to the watercourse. If the compensatory storage will not be placed at the location of the proposed construction, the applicant's engineer shall demonstrate through a determination of flood discharges and water surface elevations that the compensatory storage is hydraulically equivalent. Finally, there shall be no reduction in floodway surface area as a result of a floodway modification, unless such modification is necessary to reduce flooding at existing structure. C. Preservation of Floodway Velocities so as Not to Increase Stream Erosion or Flood Heights. For all Appropriate Uses, except bridges or culverts or on-stream structures, the proposed work will not result in an increase in the average channel or designated floodway velocities or stage for all flood events up to an including the 100-year frequency event. In the case of bridges or culverts or on-stream structures built for the purpose of backing up water in the stream during normal or flood flows, velocities may be increased at the structure site if scour, erosion and sedimentation will be avoided by the use of rip-rap or other design measures. D. Construction of New Bridges or Culvert Crossings and Roadway Approaches. The proposed structure shall not result in an increase of upstream flood stages greater than 0.1 foot when compared to the existing conditions for all flood events up to and including the 100-year frequency event; or the upstream flood stage increases will be contained within the channel banks (or within existing vertical extensions of the channel banks) such as within the design protection grade of existing levees or flood walls or within recorded flood easements. If the proposed construction will increase upstream flood stages greater than 0.1 feet, the developer must contact IDNRIOWR to obtain a permit for a dam or waiver. 1. The engineering analysis of upstream flood stages must be calculated using the flood study flows, and corresponding flood elevations for tailwater conditions for the flood study specified in Chapter 18,10 of this Title. Bridges and culverts must be analyzed using any commonly accepted FEMA approved hydraulic models. 2. Lost floodway storage must be compensated for per Section 18.14.060(B). 3. Velocity increases must be mitigated per Section 18.14.060(C). 22 4. If the crossing is proposed over a public water that is used for recreational or commercial navigation, an IDNR/OWR permit must be received. 5. The hydraulic analysis for the backwater caused by the bridge showing the existing condition and proposed regulatory profile must be submitted to IDNR/OWR for concurrence that a CLOMR is not required by Section 18.14.050. 6. All excavations for the construction of the crossing shall be designed per Section 18.14.060(H). E=. Reconstruction or Modification of Existing Bridges, Culverts, and Approach Roads. 1. The bridge or culvert and roadway approach reconstruction or modification shall be constructed with no more than 0.1 foot increase in backwater over the existing floodprofile for all flood frequencies up to and including the 100-year event, if the existing structure is not a source of flood damage. 2. If the existing bridge or culvert and roadway approach is a source of flood damage to buildings or structures in the upstream floodplain, the applicant's engineer shall evaluate the feasibility of redesigning the structure to reduce the existing backwater, taking into consideration the effects on flood stages on upstream and downstream properties. 3. The determination as to whether or not the existing crossing is a source of flood damage and should be redesigned must be prepared in accordance with 17 III. Adm. Code Part 3708 (Floodway Construction in Northeastern Illinois) and submitted to IDNR/OWR for review and concurrence before a permit is issued. F. On-stream Structures Built for the Purpose of Backing Up Water. Any increase in upstream flood stages greater than 0.0 foot when compared to the existing conditions, for all flood events up to and including the 100-year frequency event shall be contained within the channel banks (or within existing vertical extensions of the channel banks) such as within the design protection grade of existing levees or flood walls or within recorded flood easements. A permit or letter indicating a permit is not required must be obtained from IDNR/OWR for any structure built for the purpose of backing up water in the stream during normal or flood flow. All dams and impoundment structures as defined in Section 18.04,160 "Dam", shall meet the permitting requirements of 17 Ill. Adm Code Part 3702 (Construction and Maintenance of Dams). If the proposed activity involves a modification of the channel or floodway to accommodate an impoundment, it shall be demonstrated that: 1. The impoundment is determined to be in the public interest by providing flood control, public recreation, or regional stormwater detention; 2. The impoundment will not prevent the migration of indigenous fish species, which require access to upstream areas as part of their life cycle, such as for spawning; 3. The impoundment will not cause or contribute to degraded water quality or habitat conditions. Impoundment design should include gradual bank slopes, appropriate bank stabilization measures and a presedimentation basin; 4. A non-point source control plan has been implemented in the upstream watershed to control the effects of sediment runoff as well as minimize the input of nutrients, oil and grease, metals, and other pollutants. If there is more than one municipality in the upstream watershed, the municipality in which the impoundment is constructed should coordinate with upstream municipalities to ensure comprehensive watershed control; 23 5. The project otherwise complies with the requirements of Chapter 18.14. G. Flood Proofing of Existing Habitable, Residential, and Commercial Structures. If construction is required beyond the outside dimensions of the existing building, the outside perimeter of the floodproofing construction shall be placed no further than 10 feet from the outside of the building. Compensation of lost storage and conveyance will not be required for floodproofing activities. H. Excavation in the Floodway. When excavation is proposed in the design of bridges and culvert openings, including the modifications to and replacement of existing bridge and culvert structures, or to compensate for lost conveyance or other Appropriate Uses, transition sections shall be provided for the excavation. The following expansion and contraction ratios shall be used unless an applicant's engineer can prove to IDNRIOWR through engineering calculations or model tests that more abrupt transitions may be used with the same efficiency: 1. When water is flowing from a narrow section to a wider section, the water should be assumed to expand no faster than at a rate of one foot horizontal for every four feet of the flooded stream's length; and 2. When water is flowing from a wide section to a narrow section, the water should be assumed to contract no faster than at a rate of one foot horizontal for every one foot of the flooded stream's length; and 3. When expanding or contracting flows in a vertical direction, a minimum of one foot vertical transition for every ten feet of stream length shall be used; and 4. Erosion/scour protection shall be provided inland upstream and downstream of the transition sections. I. Channel Modification. If the proposed activity involves a channel modification, it shall be demonstrated that there are no practicable alternatives to the activity which would accomplish its purpose with less impact to the natural conditions of the body of water affected. Possible alternatives include levees, bank stabilization, flood proofing of existing structures, removal of structures from the floodplain, clearing the channel, high flow channel, or the establishment of a stream side buffer strip or green belt. Channel modification is acceptable if the purpose is to restore natural conditions and improve water quality and fish and wildlife habitat. Water quality, habitat, and other natural functions would be significantly improved by the modification and no significant habitat area may be destroyed, or the impacts are offset by the replacement of an equivalent degree of natural resource values. The activity has been planned and designed and will be constructed in a way which will minimize its adverse impacts on the natural conditions of the body of water affected, consistent with the following criteria: 1. The physical characteristics of the modified channel shall match as closely as possible those of the existing channel in length, cross-section, slope and sinuosity. If the existing channel has been previously modified, restoration of more natural physical conditions should be incorporated into channel modification design, where practical. 2. Hydraulically effective transitions shall be provided at both the upstream and downstream ends of the project, designed such that they will prevent erosion. 3. One-sided construction of a channel shall be used when feasible. Removal of streamside (riparian) vegetation should be limited to one side of the channel, where possible, to preserve the shading and stabilization effects of the vegetation. 24 4. Clearing of stabilizing vegetation shall be limited to that which is essential for construction of the channel. 5. Channel banks shall be constructed with a side slope no steeper than 3:1 horizontal to vertical, wherever practicable. Native vegetation and gradual side slopes are the preferred methods for bank stabilization. Where high velocities or sharp bends necessitate the use of alternative stabilization measures, soil bioengineering techniques, natural rock or rip-rap are preferred approaches. Artificial materials such as concrete, gabions, or construction rubble should be avoided unless there are no practicable alternatives. 6. All disturbed areas associated with the modification shall be seeded or otherwise stabilized as soon as possible upon completion of construction. Erosion blanket or an equivalent material shall be required to stabilize disturbed channel banks prior to establishment of the vegetative cover. 7. if the existing channel contains considerable bottom diversity such as deep pools, riffles, and other similar features, such features shall be provided in the new channel. Spawning and nesting areas and flow characteristics compatible with fish habitat shall also be established, where appropriate. 8. A sediment basin shall be installed at the downstream end of the modification to reduce sedimentation and degradation of downstream water quality. 9. New or relocated channels should be built in the dry and all items of construction, including vegetation, should be completed prior to diversion of water into the new channel. 10. There shall be no increases in stage or velocity as the channel enters or leaves the project site for any frequency flood unless necessitated by a public flood control project or unless such an increase is justified as part of a habitat improvement or erosion control project. 11. Unless the modification is for a public flood control project, there shall be no reduction in the volume of floodwater storage outside the floodway as a result of the modification; and, 12. The project otherwise complies with the requirements of Chapter 18.14 of this Title. J. Seeding and Stabilization Plan. For all activities located in a floodway, a seeding and stabilization plan shall be submitted by the applicant, K. Soil Erosion and Sedimentation Measures. For all activities in the floodway, including grading, filling, and excavation, in which there is potential for erosion of exposed soil, soil erosion and sedimentation control measures shall be employed consistent with the following criteria: 1. The construction area shall be minimized to preserve the maximum vegetation possible. Construction shall be scheduled to minimize the time soil is exposed and unprotected. In no case shall the existing natural vegetation be destroyed, removed, or disturbed more than 15 days prior to the initiation of improvements. 2. Temporary and/or permanent soil stabilization shall be applied to denuded areas as soon as possible. As a minimum, soil stabilization shall be provided within 15 days after final grade is reached on any portion of the site, and within 15 days to denuded areas which may not be at final grade but will remain undisturbed for longer than 60 days. 25 3. Sedimentation control measures shall be installed before any significant grading or filling is initiated on the site to prevent the movement of eroded sediments off site or into the channel. Potential sediment control devices include filter fences, straw bale fences, check dams, diversion ditches, and sediment traps and basins. 4. A vegetated buffer strip of at least 25 feet in width shall be preserved and/or re- established, where possible, along existing channels (see Section 18.14.060(0). Construction vehicle use of channels shall be minimized. Temporary stream crossings shall be constructed, where necessary, to minimize erosion. Necessary construction in or along channels shall be restabilized immediately. 5. Soil erosion and sedimentation control measures shall be designed and implemented consistent with "Procedures and Standards for Urban Soil Erosion and Sedimentation Control in Illinois" (1988) also known as the "Green Book"and "The Illinois Urban Manual` (NCRS, 1995). L. Public Flood Control Projects. For public flood control projects, the permitting requirements of this Chapter will be considered met if the applicant can demonstrate to iDNR/OWR through hydraulic and hydrologic calculations that the proposed project will not singularly or cumulatively result in increased flood heights outside the project right-of-way or easements for all flood events up to and including the 100-year frequency event. M. General Criteria for Analysis of Flood Elevations. 1. The flood profiles, flows and floodway data in the designated floodway study, referenced in Chapter 18.10, must be used for analysis of the base conditions. If the study data appears to be in error or conditions have changed, IDNR/OWR shall be contacted for approval and concurrence on the appropriate base conditions data to use. 2. If the 100-year designated floodway elevation at the site of the proposed construction is affected by backwater from a downstream receiving stream with a larger drainage area, the proposed construction shall be shown to meet the requirements of this Chapter for the 100-year frequency flood elevations of the designated floodway conditions and conditions with the receiving stream at normal water elevations. 3. If the applicant learns from the IDNR/OWR, local governments, or a private owner that a downstream restrictive bridge or culvert is scheduled to be removed, reconstructed, modified, or a regional flood control project is scheduled to be built, removed, constructed or modified within the next five years, the proposed construction shall be analyzed and shown to meet the requirements of this Chapter for both the existing conditions and the expected flood profile conditions when the bridge, culvert or flood control project is built. N. Conditional Letter of Map Revision. If the Appropriate Use would result in a change in the designated floodway location or the 100-year frequency flood elevation, the applicant shall submit to iDNA/OWR and FEMA all information, calculations and documents necessary to be issued a conditional designated floodway map revision and receive from IDNR/OWR a conditional concurrence of the designated floodway change before a permit is issued. The final designated floodway map will not be changed by FEMA until as-built plans or record drawings of initial filling, grading, dredging, or excavating activities are submitted and accepted by FEMA and IDNR/OWR. In the case of non-government projects, the municipality in incorporated areas and the county in unincorporated areas shall concur with the proposed conditional designated floodway map revision before IDNR/OWR approval can be given. No filling, grading, dredging or excavating shall take place until a conditional approval is issued. After initial filling, grading dredging or excavating, no activities shall take 26 place until a final Letter of Map Revision (LOMR) is issued by FEMA with concurrence from IDNR/OWR. O, Professional Engineer's Supervision. All engineering analyses shall be performed by or under the supervision of a registered professional engineer. For all activities in the floodway involving construction within 25 feet of the channel, a natural vegetation buffer strip shall be preserved within at least 25 feet of the ordinary high water mark of the channel. Where it is impossible to protect this buffer strip during the construction of an Appropriate Use, a vegetated buffer strip shall be established upon completion of construction. P. After receipt of conditional approval of the designated floodway change and issuance of a permit and a Conditional Letter of Map Revision, construction as necessary to change the floodway designation may proceed but no buildings or structures or other construction that is not an Appropriate Use may be placed in that area until the designated floodway map is changed and a final Letter of Map Revision is received. The designated floodway map will be revised upon acceptance and concurrence by IDNRIOWR and FEMA of the "as-built" plans. Section 18.14.070 Development activities in delegated communities reguiring state review— For those projects listed below located in a designated floodway, the following criteria shall be submitted to IDNRIOWR for their review and concurrence and/or permit prior to the issuance of a permit by a community or county delegated state permitting authority in the floodway: A. An engineer's analysis of the flood profile due to a proposed bridge pursuant to Section 18.14.060(D). B. An engineer's determination that an existing bridge or culvert crossing is not a source of flood damage and the analysis indicating the proposed flood profile, pursuant to Section 18.14.060(E). C. Alternative transition sections and hydraulically equivalent storage pursuant to Section 18.14.060(A, B, and H). D. The construction of any IDNR/OWR projects, dams (as defined in Section 18.04.160 "Dam") and all other federal, state, or local units of government projects, including projects of the municipality or county. E. An engineer's determination that a proposed bridge affected by backwater from a downstream receiving stream may be built with a smaller opening. F. Projects which revise or establish the floodway and/or flood profiles. G. Projects in public bodies of water. Section 18.14.080 Other permits—In addition to the other requirements of this Title, a development permit for a site located in a floodway shall not be issued unless the applicant first obtains a permit or written documentation that a permit is not required from IDNR/OWR, issued pursuant to 615 ILCS 5/5 et seq. No correspondence from IDNR/OWR shall be required if the project meets the requirements of Regional Permit 3. No permit from IDNR/OWR shall be required if IDNR/OWR has delegated this responsibility to the Village. Section 18.14,090 Permits for dams—Any work involving the construction modification or removal of a dam as defined in Section 18.04.160 "Dam", per 17 III. Adm. Code Part 3702 (Rules for Construction of Dams) shall obtain an IDNR/OWR permit prior to the start of construction of a dam. If the Village Engineer finds a dam that does not have an IDNRIOWR permit, the Village Engineer shall immediately notify the IDNR/OWR Bartlett office. If the Village Engineer finds a dam, which is believed to be in unsafe condition, the Village Engineer shall immediately notify the 27 owner of the dam, the IDNRIOWR Bartlett office, and the Illinois Emergency Management Agency(IEMA). Section 18.14,100 Activities that do not require a registered_professional engineer's review—The following activities may be permitted without a registered professional engineer's review. Such activities shall still meet the other requirements of this Title, including the mitigation requirements. Regional Permit 3 which authorizes, for example, underground and overhead utilities, storm and sanitary sewer outfalls, sidewalks, patios, athletic fields, playground equipment and streambank protection activities. Chapter 18.16 OCCUPATION AND USE OF SFHA AREAS WHERE FLOODWAYS ARE NOT IDENTIFIED Sections: 18.16.010 General 18,16.020 Development permit 18.16.030 Base flood elevation 18.16.040 Preventing increased damages 18.16.050 Determination of floodway 18.16.060 Compensatory storage Section 18.16.010 General— In SFHA or floodplains (including AE, AH, AO and Unnumbered A Zones)where no floodways have been identified and no base flood or 100-year frequency flood elevations have been established by FEMA, and draining more than a square mile, no development shall be permitted unless the cumulative effect of the proposals, when combined with all other existing and anticipated uses and structures, shall not significantly impede or increase the flow and passage of the floodwaters nor significantly increase the base flood or 100- year frequency flood elevation. Section 18.16.020 Development permit—No person, firm, corporation, or governmental body, not exempted by state law, shall commence any development in a SFHA or floodplain without first obtaining a development permit from the Village Engineer. Application for a development permit shall be made on a form provided by the Village Engineer. The application shall be accompanied by drawings of the site, drawn to scale showing property line dimensions; and existing grade elevations and all changes in grade resulting from excavation or filling, sealed by a licensed engineer, architect or surveyor; the location and dimensions of all buildings and additions to buildings; and the elevations of the lowest floor(including basement) of all proposed buildings subject to the requirements of Chapter 18.18 of this Title. The application for a development permit shall also include the following information: A. A detailed description of the proposed activity, its purpose, and intended use; B. Site location (including legal description) of the property, drawn to scale, on the designated floodway maps, indicating whether it is proposed to be in an incorporated or unincorporated area; C. Anticipated dates of initiation and completion of activity; D. Plans of the proposed activity shall be provided which include as a minimum: 28 1. A vicinity map showing the site of the activity, name of the waterway, boundary lines, names of roads in the vicinity of the site, graphic or numerical scale, and north arrow; 2. A plan view of the project and engineering study reach showing existing and proposed conditions including principal dimensions of the structure or work, elevations, in mean sea level (1929 adjustment)datum or N.G.V.D., or using the North American Vertical Datum of 1988, adjacent property lines and ownership, drainage and flood control easements, distance between proposed activity and navigation channel (when the proposed construction is in or near a commercially navigable body of water), floodplain limit, location and orientation of cross-sections, north arrow, and a graphical or numerical scale; 3, Cross-section views of the project perpendicular to the flow of floodwater and engineering study reach showing existing and proposed conditions including principal dimensions of the work as shown in plan view, existing and proposed elevations, normal water elevation, 10-year frequency flood elevation, 100-year frequency flood elevation, and graphical or numerical scales (horizontal and vertical); and, 4. A soil erosion and sedimentation control plan for disturbed areas. This plan shall include a description of the sequence of grading activities and the temporary sediment and erosion control measures to be implemented to mitigate their effects. This plan shall also include a description of final stabilization and revegetation measures, and the identification of a responsible party to ensure post-construction maintenance. E. Engineering calculations and supporting data shall be submitted showing that the proposed work will meet the criteria of Section 18.16.040. F. Any and all other federal, state, and local permits or approvals that may be required for this type of development. Section 18.16.030 Base flood elevation— Based on the best available existing data according to federal, state or other sources, the Village Engineer shall compare the elevation of the site to the base flood or 100-year frequency flood elevation. Should no elevation information exist for the site, the developer's engineer shall calculate the elevation according to Section 18.10.040. Any development located on land that can be shown to have been higher than the base flood elevation of the current Flood Insurance Rate Map Identification is not in the SFHA and, therefore, not subject to the requirements of this Title. The Village Engineer shall maintain documentation of the existing ground elevation at the development site and certification that this ground elevation existed prior to the date of the site's first Flood Insurance Rate Map identification. The Village Engineer shall be responsible for obtaining from the applicant copies of all other federal, state, and local permits, approvals, or waivers that may be required for this type of activity. The Village Engineer shall not issue the development permit unless all required federal, state, and local permits have been obtained. Section 18.16.040 Preventing increased damages— No development in the SFHA where a floddway has not been determined shall create a damaging or potentially damaging increase in flood heights or velocity or threat to public health, safety and welfare or impair the natural hydrologic and hydraulic functions of the floodway or channel, or impair existing water quality or aquatic habitat. Construction impacts shall be minimized by appropriate mitigation methods as called for in this Title. Section 18.16.050 Determination of floodway—Within all riverine SFHA's where the floodway has not been determined, the following standards shall apply: A. The developer shall have a Registered Professional Engineer state in writing and show through supporting plans, calculations, and data that the project meets the engineering 29 requirements of Section 18.14.060(A) through (P) for the entire floodplain as calculated under the provisions of Section 18.10.040 of this Title. As an alternative, the developer should have an engineering study performed to determine a floodway and submit that engineering study to IDNR/OWR and Fema for acceptance as a designated floodway. Upon acceptance of the floodway by IDNRIOWR and FEMA, the developer shall then demonstrate that the project meets the requirements of Chapter 18.14 of this Title. B. A development permit shall not be issued unless the applicant first obtains an IDNRIOWR permit or a determination has been made that an IDNR/OWR permit is not required. C. Permits for Dams. Any work involving the construction, modification or removal of a dam as defined in Section 18.04.160"Dam", per 17 Ill. Adm. Code Part 3702 (Rules for Construction of Dams), shall obtain an IDNR/OWR permit prior to the start of construction of a dam. If the Village Engineer finds a dam that does not have an IDNR/OWR permit, the Village Engineer shall immediately notify the IDNR/OWR Bartlett office, If the Village Engineer finds a dam which is believed to be in unsafe condition, the Village Engineer shall immediately notify the owner of the dam, the IDNR/OWR Bartlett office, and the Illinois Emergency Management Agency(IEMA). D, The following activities may be permited without a Registered Professional Engineer's review or calculation of base flood elevation and designated floodway. Such activities shall still meet other requirements of this Title: 1. Bridge and culvert crossings of streams in rural areas meeting conditions of IDNR/OWR Statewide Permit Number 2; 2. Barge fleeting facilities meeting conditions of IDNR/OWR Statewide Permit No. 3; 3. Aerial utility crossings meeting conditions of IDNR/OWR Statewide Permit No. 4; 4. Minor boat docks meeting conditions of 1DNRIOWR Statewide Permit No. 5; 5. Minor, non-ostructive activities meeting conditions of IDNR/OWR Statewide Permit No. 6; activities (not involving fill or positive change in grade) are covered by this permit; 6. Outfall structures and drainage ditch outlets meeting conditions of IDNR/OWR Statewide Permit No. 7; 7. Underground pipeline and utility crossings meeting the conditions of IDNR/OWR Statewide Permit No. 8; 8. Bank stabilization projects meeting the conditions of IDNR/OWR Statewide Permit No. 9; 9. Accessory structures and additions to existing residential buildings meeting the conditions of 1DNR/OWR Statewide Permit No. 10; 10. Minor maintenance dredging activities meeting conditions of IDNR/OWR Statewide Permit No. 11; 11. Bridge and culvert replacement structures and bridge widenings meeting conditions of IDNR/OWR Statewide Permit No. 12; 12. Temporary construction activities meeting conditions of IDNR/OWR Statewide Permit No, 13; 30 13. Special Uses of Public Waters meeting conditions of IDNRIOWR Statewide Permit No. 14; 14. Any development determined by IDNRIOWR to be located entirely within a flood fringe area shall be exempt from State Floodway permit requirements. E. The flood carrying capacity of any altered or relocated watercourse shall be maintained. Section 18.1.6.060 Compensatory storage—Whenever any portion of a floodplain is authorized for use, the volume of space which will be occupied by the authorized fill or structure below the base flood or 100-year frequency flood elevation shall be compensated for and balanced by a hydraulically equivalent volume of excavation taken from below the base flood or 100-year frequency flood elevation. The excavation volume shall be at least equal to 1.2 times the volume of storage lost due to the fill or structure. In the case of streams and watercourses, such excavation shall be made opposite or adjacent to the areas so filled or occupied. All floodplain storage lost below the existing 10-year flood elevation shall be replaced below the proposed 10- year flood elevation. All floodplain storage lost above the existing 10-year flood elevation shall be replaced above the proposed 10-year flood elevation. All such excavations shall be constructed to drain freely and openly to the watercourse. Chapter 18.18 PERMITTING REQUIREMENTS APPLICABLE TO ALL FLOOD PLAIN AREAS AND PROTECTION OF BUILDINGS Sections: 18.18.010 General 18.18.020 Carrying capacity and notification 18.18.030 Protecting buildings 18.18.040 Methods of building protection Section 18.18.010 General— In addition to the requirements found in Chapters 18.12, 18.14, and 18.16 for development in flood fringes, designated floodways, and SFHA or floodplains where no floodways have been identified, the following requirements shall be met: A. Public Health Standards B. No developments in the SFHA shall include locating or storing chemicals, explosives, buoyant materials, animal wastes, fertilizers, flammable liquids, pollutants, or other hazardous or toxic materials below the flood protection elevation (FPE) unless such materials are stored in a floodproofed and anchored storage tank and certified by a professional engineer or floodproofed building constructed according to the requirements of Section 18.18.030 of this Title. C. Public utilities and facilities such as sewer, gas and electric shall be located and constructed to minimize or eliminate flood damage, D. Public sanitary sewer systems and water supply systems shall be located and constructed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters. E. New and replacement water supply systems, wells, sanitary sewer lines and on-site waste disposal systems may be permitted providing all manholes or other above ground openings located below the FPE are watertight. 31 F. All other activities defined as development shall be designed so as not to alter flood flows or increase potential flood damages. Section 18.18.020 Carrying car)acity and notification —For all projects involving channel modification, fill or stream maintenance (including levees), the flood carrying capacity of the watercourse shall be maintained. In addition, the Village shall notify adjacent communities in writing 30 days prior to the issuance of a permit for the alteration or relocation of the watercourse. Section 18.18.030 Protecting buildings—All buildings located within a 100-year floodplain, also know as a SFHA, shall be protected from flood damage below the flood protection elevation. This building protection criteria applies to the following situations: A. Construction or placement of a new building or alteration or addition to an existing building valued at more than one thousand dollars ($1,000) or seventy(70) square feet. B. Substantial improvements or structural alterations made to an existing building that increase the floor area by more than twenty percent(20%) or equal or exceed the market value by fifty percent(50%). Alteration shall be figured cumulatively during a 10-year period. If substantially improved, the existing structure and the addition must meet the flood protection standards of this section. C. Repairs made to a substantially damaged building. These repairs shall be figured cumulatively during a 10-year period. If substantially damaged, the entire structure must meet the flood protection standards of this section. D. installing a manufactured home on a new site or a new manufactured home on an existing site (the building protection requirements do not apply to returning a manufactured home to the same site it lawfully occupied before it was removed to avoid flood damage). E. Installing a travel trailer or recreational vehicle on a site for more than 180 days per year; and F. Repetitive loss to an existing building as defined in Section 18.04.560 "Repetitive loss". This building protection requirement may be met by one of the methods described in Section 18.18.040 of this Title. Section 18.18.040 Methods of building protection—The building protection requirement may be met by one of the following methods: A. A residential or non-residential building, when allowed, may be constructed on permanent land fill in accordance with the following: 1. The lowest floor(including basement) shall be at or above the flood protection elevation; and 2. The fill shall be placed in layers no greater than six (6) inches deep before compaction and should extend at least twenty-five (25) feet beyond the foundation of the building before sloping below an elevation which is not less than one (1) foot above the Base Flood Elevation. The top of the fill shall be above the flood protection elevation. However, the twenty-five (25) foot minimum may be waived if a structural engineer certifies an alternative method to protect the building from damages due to hydrostatic pressures. The fill shall be protected against erosion and scour during flooding by vegetative cover, rip-rap or other structural measure. The fill shall be composed of rock or soil and not incorporate debris or refuse materials. The fill shall not adversely affect the flow surface drainage from or onto neighboring properties, and when necessary, stormwater management techniques such as swales or basins shall be incorporated. 32 B. A residential or non-residential building may be elevated in accordance with the following: 1. The building or improvements shall be elevated on crawl space, stilts, piles, walls, or other foundation that is permanently open to flood waters and not subject to damage by hydrostatic pressures of the base flood or 100-year frequency flood. Designs must be certified either by a registered professional engineer or architect. The permanent openings, one on each wall, shall be no more than one foot above existing grade, and consist of a minimum of two openings. The openings must have a total net area of not less than one square inch for every one square foot of enclosed area subject to flooding below the Base Flood Elevation. 2. The foundation and supporting members shall be anchored and aligned in relation to flood flows and adjoining structures so as to minimize exposure to known hydrodynamic forces such as current, waves, ice and floating debris. 3. All areas below the flood protection elevation shall be constructed of materials resistant to flood damage. The lowest floor(including basement) and all electrical, heating, ventilating, plumbing, and air conditioning equipment and utility meters shall be located at or above the flood protection elevation. Water and sewer pipes, electrical and telephone lines, submersible pumps, and other waterproofed service facilities may be located below the flood protection elevation provided they are waterproofed. 4. The areas below flood protection elevation may only be used for the parking of vehicles, building access or storage in an area other than a basement and not later modified or occupied as habitable space. 5. In lieu of the above criteria, the design methods to comply with these requirements may be certified by registered professional engineer or architect. 6. Manufactured homes, and travel trailers to be installed on a site for more than 180 days, shall be elevated to or above the flood protection elevation; and, shall be anchored to resist flotation, collapse, or lateral movement by being tied down in accordance with the Rules and Regulations for the Illinois Mobile Home Tie-Down Act issued pursuant to 77 III. Adm. Code Part 870. In addition, all manufactured homes shall meet the following elevation requirements: a. In the case of manufactured homes placed or substantially improved (1)outside of a manufactured home park or subdivision, (2) in a new manufactured home park or subdivision, (3) in an expansion to an existing manufactured home park or subdivision, or(4) in an existing manufactured home park or subdivision on which a manufactured home has incurred substantial damage from a flood, the top of the lowest floor shall be elevated to or above the flood protection elevation. b, In the case of manufactured homes placed or substantially improved in an existing manufactured home park or subdivision, the manufactured home shall be elevated so that either the top of the lowest floor is above the base flood elevation or the chassis is at least 36 inches in height above grade and supported by reinforced piers or other foundations of equivalent strength, whichever is less. 6. Recreational vehicles or travel trailers shall be required to meet the elevation and anchoring requirements of the sub-section above unless: a. They are on site for fewer than 180 consecutive days; and, 33 b. They are fully licensed, ready for highway use, and used only for recreation, camping, travel or seasonal use rather than as a permanent dwelling. A recreational vehicle is ready for highway use if it is on its wheels or jacking system, is attached to the site only be quick disconnect type utility and service devices, and has not permanently attached conditions. C. Only a non-residential building may be structurally dry floodproofed (in lieu of elevation) provided that a registered professional engineer or architect shall certify that the building has been structurally dry floodproofed below the flood protection elevation, the structure and attendant utility facilities are watertight and capable of resisting the effects of the base flood or 100-year frequency flood. The building design shall take into account flood velocities, duration, rate of rise, hydrostatic and hydrodynamic forces, the effects of buoyancy, and impacts from debris or ice. Floodproofing measures shall be operable without human intervention and without an outside source of electricity (levees, berms, floodwalls and similar works are not considered floodproofing for the purpose of this subsection). D. A building may be constructed with a crawlspace located below the flood protection elevation provided that the building must be designed and adequately anchored to resist flotation, collapse, and lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy. Any enclosed area below the flood protection elevation shall have openings that equalize hydrostatic pressures by allowing for the automatic entry and exit of floodwaters. A minimum of one opening on each wall having a total net area of not less than one square inch per one square foot of enclosed area. The openings shall be no more than one (1)foot above grade; and, the interior grade of the crawlspace below the flood protection elevation must not be more than 2 feet below the lowest adjacent exterior grade. The interior height of the crawlspace measured from the interior grade of the crawl to the top of the foundation wall must not exceed 4 feet at any point. An adequate drainage system must be installed to remove floodwaters from the interior area of the crawlspace within a reasonable period of time after a flood event. Portions of the building below the flood protection elevation must be constructed with materials resistant to flood damage; and, utility systems within the crawlspace must be elevated above the flood protection elevation. E Construction of new or substantially improved critical facilities shall be located outside the limits of the floodplain. Construction of new critical facilities shall be permissible within the floodplain if no feasible alternative site is available. Critical facilities constructed within the SFHA shall have the lowest floor(including basement) elevated or structurally dry floodproofed to the 500-year flood frequency elevation or three feet above the level of the 100-year flood frequency elevation whichever is greater. Flood proofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters. Access routes elevated to or above the level of the base flood elevation shall be provided to all critical facilities. F. Tool sheds, detached garages, and other minor accessory structures on an existing single- family platted lot, may be constructed with the lowest floor below the flood protection elevation in accordance with the following: 1. The building is not used for human habitation. 2. All areas below the base flood or 100-year frequency flood elevation shall be constructed with waterproof material. Structures located in a designated fioodway shall be constructed and placed on a building site so as not to block the flow of flood waters and shall also meet the Appropriate Use criteria of Chapter 18.14. In addition, all other requirements of Chapters 18.12, 18.14, and 18.16 must be met. 3. The structure shall be anchored to prevent flotation. 34 4. Service facilities such as electrical and heating equipment shall be elevated or floodproofed to the flood protection elevation. 5. The building shall be valued at less than $10,000 and be less than 500 square feet in floor size. 6. The building shall be used only for the storage of vehicle or tools and may not contain other rooms, workshops, greenhouse or similar uses and cannot be modified later into another use. 7. The building shall meet the permanent opening criteria of Section 18.18.040(B.1.). 8. All flammable or toxic materials (gasoline, paint, insecticides, fertilizers, etc.) shall be stored above the flood protection elevation. 9. The lowest floor elevation should be documented and the owner advised of the flood insurance implications, G. Existing buildings located within a designated floodway shall also meet the more restrictive Appropriate Use standards included in Chapter 18.14 of this Title. Non-conforming structures located in a designated floodway may remain in use and may only be enlarged, replaced or structurally altered in accordance with Section 18.14.050. A non-conforming structure damaged by flood, fire, wind or other natural or man-made disaster may be restored unless the damage exceeds fifty percent(50%) of its market value before it was damaged, in which case it shall conform to this Title. Chapter 18.20 OTHER DEVELOPMENT REQUIREMENTS Sections: 18,20.010 General 18.20.020 New development standards Section 18.20.010 General—The Corporate Authorities shall take into account flood hazards, to the extent that they are known in all official actions related to land management, use and development. A. New subdivisions, manufactured home parks, annexation agreements, and Planned Unit Developments (PUDs)within the SFHA shall be reviewed to assure that the proposed developments are consistent with Chapters 18.12, 18.14, 18.16 and 18.18 of this Title, and the need to minimize flood damage. Plats or plans for new subdivisions, mobile home parks and Planned Unit Developments (PUDs) shall include a signed statement by a Registered Professional Engineer that the plat or plans account for changes in the drainage of surface waters in accordance with the Plat Act(765 ILCS 205/2). B. Proposals for new subdivisions, manufactured home parks, travel trailer parks, Planned Unit Developments (PUDs) and additions to manufactured home parks and additions to subdivisions shall include base flood or 100-year frequency flood elevation data and floodway delineations. Where this information is not available from an existing adopted study, the applicant's engineer shall be responsible for calculating the base flood or 100-year frequency flood elevation per Section 18.10.040, and the floodway delineation per the definition in Section 18.04.170 "Designated floodway". 35 C. Streets, blocks, lots, parks and other public grounds shall be located and laid out in such a manner as to preserve and utilize natural streams and channels. Wherever possible, the floodplains shall be included within parks or other public grounds. D. The Corporate Authorities shall not approve any Planned Unit Development(PUD) or Plat of Subdivision located outside the corporate limits unless such agreement or plat is in accordance with the provisions of this Title. E. All development shall be set back from the center line of any stream or channel or least the distance required to prevent encroachment of the floodway widths, but in no case less than one hundred (100) feet from the center line of Buffalo Creek, Aptakisic Creek, Indian Creek and South Branch of the Indian Creek(Kildeer Creek). Floodway easements shall be provided which will permit necessary channel maintenance and improvement work. F. All other activities defined as development shall be designed so as not to alter flood flows or increase potential flood damages. G. The elevation of the crown of any new street or the low point of any new exterior parking area constructed within or adjacent to the SFHA shall benot less than one (1) above the Base Flood Elevation for the area. The design of such facilities shall be such that the normal direction of course of drainage or runoff throughout the area is not altered. Section 18.20.020_ New development standards—All new developments shall have: A. The proposed site of the structure filled so that the elevation of the top of the foundation or lowest point of water entry for the structure is at the FPE. B. Basements, cellars or crawl spaces made of concrete, structurally adequate, poured in place with no openings below FPE except for openings for utilities which shall be sealed, floodproofed and made watertight in a manner acceptable to the Building Commissioner. C. A door sill, window sill or the base of any other opening in the outer walls of a structure or any gravity connected sewer opening constructed at an elevation not lower than the FPE, except at the point of access for an interior truck dock which must be at least one and one- half(1-112) feet above the Base Flood Elevation. D. All structures floodproofed, watertight and designed to prevent sewer backup and groundwater seepage according to standards approved by the Building Commissioner. E. The elevation of the ground for a minimum distance of twenty-five (25) feet immediately surrounding any building or structure erected or moved within or adjacent to a SFHA at an elevation which is not less than one (1) foot above the Base Flood Elevation and no portion of the lot or parcel below the Base Flood Elevation. 36 Chapter 18.22 VARIANCES Sections: 18.22,010 General 18.22,020 Requirements 18,22,030 Notice 18.22.040 Historic sites Section 18.22.010 General — No variances shall be granted to any development located in a designated floodway as defined in Section 18.04.170"Designated floodway". However, when a development proposal is located outside of a designated floodway, and whenever the standards of this Title place undue hardship on a specific development proposal, the applicant may apply to the Corporate Authorities for a variance. Upon proper application and after fifteen (15) days notice of public hearing, the Plan Commission or Corporate Authorities shall review the applicant's request for a variance and shall submit its recommendation to the Corporate Authorities, The Corporate Authorities may attach such conditions to granting of a variance, as it deems necessary to further the intent of this Title. Section 18.22.020 Requirements—No variance shall be granted unless the applicant demonstrates that all the following conditions are met: A. The development activity cannot be located outside the SFHA. B. An exceptional hardship would result if the variance were not granted. C. The relief requested is the minimum necessary. D. There will be no additional threat to public health, safety, beneficial stream uses and functions, especially aquatic habitat, or creation of a nuisance. E. There will be no additional public expense for flood protection, lost environmental stream uses and functions, rescue or relief operations, policing, or repairs to streambeds and banks, roads, utilities,or other public facilities. F. The provisions of Sections 18.12.030, 18.12.070, 18.12.080, 18.16.050, 18.16.060 and 18.16.070 if this Title shall be met. G. The activity is not in a designated floodway. H. The applicant's circumstances are unique and do not establish a pattern inconsistent with the intent of the NFIP. I. The granting of the variance will not alter the essential character of the area involved including existing stream uses. J. All other required state and federal permits or waivers have been obtained. Section 18.22.030 Notice—The Village Engineer shall notify an applicant in writing that a variance from the requirements of Chapter 18.18 that would lessen the degree of protection to a building will: A. Result in increased premium rates for flood insurance up to amounts as high as $25 per$100 of insurance coverage; 37 B. Increase the risks to life and property; and C. Require that the applicant proceed with knowledge of these risks and that the applicant will acknowledge in writing the assumption of the risk and liability. Section 18.22.040 Historic sites—Variances requested in connection with restoration of a historic site or historic structure as defined in Section 18.04,350"Historic structure", may be granted using criteria more permissive than the requirements of Sections 18,22,020 and 18.22.030, subject to the conditions that the repair or rehabilitation is the minimum necessary to preserve the historic character and design of the structure and the repair or rehabilitation will not result in the structure being removed as a certified historic structure. Chapter 18.24 PENALTY SECTIONS: 18.24,010 General 18.24.020 Penalty 18,24,030 Abrogation and greater restrictions Section 18.24.010 General —The degree of flood protection required by this Title is considered reasonable for regulatory purposes and is based on available information derived from engineering and scientific methods of study. Larger floods may occur or flood heights may be increased by man-made or natural causes. This Title does not imply that development, either inside or outside of the SFHA, will be free from flooding or damage. This Title does not create liability on the part of the Village or any officer or employee thereof for any flood damage that results from reliance on this Title or any administrative decision made lawfully thereunder. Section 18.24.020 Penalty— Failure to obtain a permit for development in the SFHA or failure to comply with the requirements of a permit or conditions of a variance resolution shall be deemed to be a violation of this Title. Upon due investigation, the Village attorney, or engineer may determine that a violation of the minimum standards of this Title exist. The Village Engineer shall notify the owner in writing of such violation. A. if such owner fails after ten days notice to correct the violation: 1. The Village may make application to the Circuit Court for an injunction-requiring conformance with this Title or make such other order as the Court deems necessary to secure compliance with this Title. 2. Any person who violates this Title shall be punished according to the provisions of Chapter 1.08 of the Buffalo Grove Municipal Code. 3. A separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. 4. The Village shall record a notice of violation on the Title to the property. B. The Village Engineer shall inform the owner that any such violation is considered a willful act to increase flood damages and, therefore, may cause coverage by a Standard Flood Insurance Policy to be suspended. 38 C. The Village Engineer is authorized to issue an order requiring the suspension of the subject development. The stop-work shall be in writing, shall indicate the reason for the issuance, and shall order the action, if necessary, to resolve the circumstances requiring the stop-work order, The stop-work order constitutes a suspension of the permit. D. No site development permit shall be permanently suspended or revoked until a hearing is held by the Corporate Authorities. Written notice of such hearing shall be served on the permittee and shall state: (1) the grounds for compliant or reasons for suspension or revocation; and (2) the time and place of hearing. At such hearing, the permittee shall be given an opportunity to present evidence on his/her behalf. At the conclusion of the hearing, the Corporate Authorities shall determine whether the permit shall be suspended or revoked. E. Nothing herein shall prevent the Village from taking such other lawful action to prevent or remedy any violations. All costs connected therewith shall accrue to the person or persons responsible. Section 18.24.030 Abrogation and greater restrictions—The Ordinance codified in this Title repeals and replaces other ordinances adopted by the Corporate Authorities to fulfill the requirements of the National Flood Insurance Program including Ordinances 79-40, 81-51, 85-33, 87-31, 89-15, and 90-28. However, the Ordinance codified in this Title does not repeal the original resolution or ordinance adopted to achieve eligibility in the Program, nor does it repeal, abrogate or impair any existing easements, covenants or deed restrictions. Where the Ordinance codified in this Title and other ordinances, easements, covenants or deed restrictions conflict or overlap, whichever imposes the more stringent restrictions shall prevail. Section 2: The provisions and sections of this Ordinance shall be deemed separable and the invalidity of any portion of this Ordinance shall not affect the validity of the remainder. Section 3: This Ordinance shall be in full force and effect from and after its passage and approval and publication. This Ordinance may be published in pamphlet form. AYES: NAYES: ABSENT: PASSED: , 2007 APPROVED: 2007 PUBLISHED: 2007 APPROVED: Village President ATTEST: Village Clerk 39 APPENDIX A TO TITLE 18, FLOODPLAIN REGULATIONS OF THE VILLAGE OF BUFFALO GROVE MUNICIPAL CODE FEMA FLOOD INSURANCE STUDY MAPS & PROFILES Date of Current Community Effective Map(or Lake County Effective FIS Community Name Member Map Index) Panel Numbers Study Date Buffalo Grove 170068# Sept.03, 1997 17097CO253F Nov.06,2000 Sept.03, 1997 17097CO254F Nov.06,2000 Sept.03, 1997 17097CO261 F Nov.06,2000 Sept.03. 1997 17097CO262F Nov.06,2000 Nov.06,2000 17097CO263H Nov.06,2000 Nov.06,2000 17097C264G Nov.06,2000 Sept.07,2000 17097CO266G Nov.06,2000 Nov.06,2000 17097C270G Nov.06,2000 Date of Current Community Effective Map(or Cook County Effective FIS Community Name Member Map Index) Panel Numbers Study Date Buffalo Grove 170068# Nov.06,2000 17031 CO063F Aril 16,2007 April 16,2007 17031CO064G Aril 16,2007 Board Agenda Item Submittal XI-C Requested By: Robert E Pfeil Entered By: Robert E Pfeil Agenda Item Title: Resolution No.2007- :Approving the annual revision of the Official Village Zoning Map Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: Consent Agenda 03/13/2007 03/19/2007 0 Regular Agenda Planning 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No funds? Additional Notes regarding Expenditures: Type the body of the cover memo here. Requests cannot be submitted if this field is blank. A copy of the Zoning Map dated as last revised February 28, 2007 and a resolution for consideration by the Village Board are attached. State statute requires the map to be published annually by March 31. The Plan Commission reviewed the map on March 7th and recommended approval. A summary of the changes since April 1, 2006 are listed below. The list includes only items that required a revision to the map. ANNEXATION I ZONING 2801 Prairie Road Residential Estate 16468 W. Brockman Ave. Residential Estate SPECIAL USE ZONING 619 Cobblestone Lane Child day care home 325 Ronnie Drive Child day care home 891 Silver Rock Lane Child day care home Sports Academy Northwest Recreation use in the Industrial District 355 Hastings Drive Banner Plumbing Supply Retail use in the Industrial District (1020 Lake Cook Road) Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files iu Resolution Zoning M ap_3-1 3-2007.pdf Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: 3/13/2007 RESOLUTION NO. 2007 - A RESOLUTION ADOPTING THE OFFICIAL ZONING MAP OF THE VILLAGE OF BUFFALO GROVE, ILLINOIS WHEREAS, Illinois statute requires municipalities to publish a zoning map annually; and, WHEREAS, the Village of Buffalo Grove has compiled a zoning map dated February 28, 2007 attached hereto as EXHIBIT A depicting zoning districts as required by State statute. NOW, THEREFORE, BE IT RESOLVED by the President and Board of Trustees of the Village of Buffalo Grove, Cook and Lake Counties, Illinois that the map attached hereto as EXHIBIT A is hereby adopted as the Village's official Zoning Map. AYES: NAYS: ABSENT: PASSED: APPROVED: ATTEST: APPROVED: Village Clerk ELLIOTT HARTSTEIN Village President Board Agenda Item Submittal XI-D Requested By: Steve S Balinski Entered By: William H Brimm Agenda Item Title: Authorization to Bid-Police Department Special Service Vehicle Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: Consent Agenda 03/05/2007 03/19/2007 0 Regular Agenda Police 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No Yes 0 No funds? Is this a budgeted item.? Projected total budget impact: Additional Notes regarding Expenditures: Expenditure will be based upon recommendation from staff after bids are evaluated. Funds are on hand within Village's Reserve for Capital Replacement Type the body of the cover memo here. Requests cannot be submitted if this field is blank. As part of this year's rotation of a third of the marked squad car fleet,the Police Department is requesting authorization to substitute one of those vehicles with a Chevrolet Tahoe Special Service Vehicle which has been designed by General Motors specifically for public safety deployment. The desire to proceed with a vehicle such as this is the end result of research conducted by Commander Jim Newton along with input from all patrol Sergeants. This vehicle has been designed to take into account the needs of law enforcement as well as the after-market equipment suppliers since certain specialty equipment will be necessary within the bid specification. This vehicle will offer the patrol supervisors more room for needed equipment and the addition of a four wheel drive vehicle that can be readily deployed into the field would provide yet another operational advantage to staff. At present, there is no state or purchasing cooperative contracts for this vehicle although staff has been advised that Illinois Central Management Services is working on an eventual specification for police deployment throughout the state. However,the timing of when that spec will be ready is not clear and as such, staff requests authorization to solicit bids for this vehicle. A specification has been developed on a cooperative basis between Police and Public Works and will be released upon approval of this request by the Village Board. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files IC Police Tahoe ssvOTD0C Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: VILLAGE OF BUFFALO GROVE 50 RAUPP BLVD. BUFFALO GROVE, IL 60089 (847) 459-2500 PUBLIC WORKS DEPARTMENT OPERATIONS DIVISION 51 RAUPP BLVD. BUFFALO GROVE, IL 60089 TELEPHONE(847) 459-2545 FAXSIMILE(847) 537-1742 SPECIFICATIONS AND INSTRUCTIONS TO BIDDERS CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE February -- 2007 NOTICE TO BIDDERS The Village of Buffalo Grove will be accepting bids for a CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE PACKAGE Bids will be received on or before, but not later than 11:00 A.M. on ---------- 2007 at the office of the Village Clerk, 50 Raupp Blvd., Buffalo Grove, IL. 60089, and immediately thereafter all bids will be publicly opened and read aloud. Sealed envelopes or packages containing proposals shall be marked CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE Detailed specifications are available for bid purposes from the Department of Public Works, 51 Raupp Blvd., Buffalo Grove, IL. 60089. The Village reserves the right to reject any proposal for failure to comply with all the requirements of this notice or any of the bid specification and bid summary documents; however, it may waive any minor defects or informalities at its discretion. The Village reserves the right to reject any and all proposals or to award a contract which with in its judgment is in the best interest of the Village. I INSTRUCTIONS TO BIDDERS 1. Proposal: It is the intent of these specifications to furnish the Village of Buffalo Grove with a CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE Ready for use when delivered to the Village of Buffalo Grove, and must be of the manufacturer's current models in production at time of delivery. No such item equipment or accessories shall be removed or omitted for the reason that it was not specified in the bid. All parts not specifically mentioned which are necessary in order to furnish a complete unit, shall conform to the best engineering practices and workmanship known in the industry. Standard production items maybe removed only where it is necessary to install another item in lieu thereof in order to comply with these specifications. 2. Specifications: Specifications and a list of equipment(when applicable) are included with these instructions. If your proposal does not comply with these specifications list those items in terms of exceptions or deletions please indicate on page 7 provided in this document. Failure to do so will be cause for rejection of your bid. Dealers shall include with each proposal, manufacturer's literature or advertisement relating to this specification. No vehicle will be accepted if there appears on any portion of the vehicle a dealer logo of any kind (decals, etc.). However, all new vehicle information, as required by law and regulation, shall be affixed at time of delivery (window sticker, EPA mileage information etc.) 3. Quotations: The proposal should include all costs to the Village of Buffalo Grove, including Title and Registration, safety inspection if applicable, rust proofing, and shop manuals. 4. Pre-Delivery The dealer or representative of same, who is a responsible Service: authority shall contact the Fleet Manager within 10 days following notification of award (purchase order), and discuss arrangements for delivery, warranty procedures, service information dissemination, and provide other information as may be required Dealer preparation shall be performed by the dealer according to manufacturers recommendations and requirements. The vehicle shall be delivered. 1 4. Pre-Delivery Delivery shall be made during the regular workdays of Monday Service through Thursday, between the hours of 8:00 A.M. and 2:00 P.M. at the Public Service Center, 51 Raupp Blvd., Buffalo Grove, Illinois. The dealer shall deliver the vehicles in exact compliance with the specifications and with all pre-delivery service completed. The dealer shall correct any discrepancy reported by the Village of Buffalo Grove within five (5)working days of delivery either by affecting corrective procedures at the point of delivery or by removing the deficient vehicle from Village property and the delivery list until such time as corrective measures have been made to bring the vehicle in conformance. In either case, corrections shall be made without further inconvenience or cost to the Village of Buffalo Grove. Failure to comply with this procedure shall be cause to declare the vehicle and the award of bid in default. 5. Information The dealer shall provide at the time of delivery: Time of A) Certificate of Origin Delivery: B) A Standard Service Policy, filled out and signed by authorized franchised dealer C) One copy of the Manufacturer's Shop and Overhaul Manual D) One copy of the Parts Catalog E) Two copies of the Line Sheet F) Mileage Certification Form G) State of Illinois Tax Form RR-556, Latest Revision H) State of Illinois Vehicle Title and Appropriate Vehicle Registration Forms 6. Warranty: Manufacturer's Standard Warranty must be furnished with each new vehicle. Vehicle warranty shall be equal to or exceed that offered to the general public on similar regular production models. The manufacturer's warranty shall become effective on the day that the new vehicle is actually put into service. It shall be the responsibility of the dealer to furnish the warranty card imprinted with VILLAGE OF BUFFALO GROVE. Further, it will be the responsibility of the dealer to ensure that the Fleet Manager or designated representative is kept apprised in a timely manner of all information concerning warranty, service manuals and service bulletins. 2 7. Bid Reject: The Village of Buffalo Grove reserves the right to reject any one or all bids, to accept only part of a bid, to waive any irregularities in a bid, and to accept a bid regardless of price when it is considered to be in the best interest of the Village of Buffalo Grove. 8. Default: If the dealer fails to deliver the equipment, and/or perform services in compliance with the terms of this document, it shall be liable to the Village of Buffalo Grove, by credit memorandum or otherwise, for fixed, agreed, and liquidated damages, and not as a penalty, in the amount of$500.00 per vehicle involved for each calendar week or any portion thereof, during which the failure to comply continues. A calendar week shall be considered as, beginning at 8:00 A.M. local time Monday and ending 5:00 P.M. local time Friday. Liquidated damages shall begin to accrue on the first Monday following receipt by the dealer of written notification from the Village of Buffalo Grove that such a default under the contract/purchase order exists. The Village of Buffalo Grove may terminate the contract/purchase order or any portion thereof on first discovering that such a default exists or after a period during which liquidated damages have accrued as aforesaid and no permanent remedy satisfactory to the Village of Buffalo Grove appears likely. In either of the foregoing events, the dealer shall be liable for liquidated damages as aforesaid until such time the Village of Buffalo Grove may reasonably obtain delivery or performance of similar equipment and/or service. It is understood and agreed, however, that none of the foregoing provisions of this paragraph shall apply if dealer default results directly from conditions or events beyond its control, including, but not by way of limitations, Acts of God, or the Sovereign, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, shortages of raw materials, or unusually severe weather. 9. Notice to Adherence to all of the aforementioned procedures is mandatory. Dealers: Failure to abide by any of the provisions will result in rejection of the subject vehicle until such time as the provisions are met. In order to prevent any delays in the acceptance of the new vehicle and to assure payment as soon as possible, dealers are reminded to comply with all provisions. 10. Public The Village of Buffalo Grove Public Contract Statement(page 4 & Contract 5) shall be completed signed by the dealership or his Statement: designated representative and notarized. Failure to comply with this procedure shall be cause to reject the bid. 3 VILLAGE OF BUFFALO GROVE PUBLIC CONTRACTS The Village of Buffalo Grove is required to obtain certain information in the administration and awarding of public contracts. The following Public Contract Statements, shall be executed and notarized. PUBLIC CONTRACT STATEMENTS CERTIFICATION OF CONTRACTOR/BIDDER In order to comply with 720 Illinois Compiled Statutes 5/33E-1 et seq. the Village of Buffalo Grove requires that the following certification be acknowledged: The below-signed bidder/contractor hereby certifies that it is not barred from bidding or supplying any goods, services or construction let by the Village of Buffalo Grove with or without bid, due to any violation of either Section 5/33 E-3 or 5/33 E-4 of Article 33E, Public Contracts, of the Chapter 720 of the Illinois Compiled Statutes, as amended. This act relates to interference with public contracting, bid rigging and rotating, kickbacks, and bidding. CERTIFICATIONS RELATIVE TO 65 ILCS 5/11-42.1.1 In order to comply with 65 Illinois Complied Statutes 5/11-42.1.lthe Village Buffalo Grove requires the following certification: The undersigned does hereby swear and affirm that: (1) it is not delinquent in the payment of any tax administered by the Illinois Department of Revenue of(2)in contesting in accordance with the procedures established by the appropriate revenue Act, its liability for the tax or the amount of the tax. The undersigned further understands that making a false statement herein: (1)is a Class I Misdemeanor and (2)voids the contract and allows the Village to recover all amounts payable to it under the contract. CONFLICT OF INTEREST The Village of Buffalo Grove Municipal Code requires the following verification relative to conflict of interest and compliance with general ethics requirements of the Village: The undersigned supplier hereby represents and warrants to the Village of Buffalo Grove as a term and condition of acceptance of this (bid or purchase order) that none of the following Village officials is either an officer or director of supplier or owns five percent(5%) or more of supplier. The Village President, the members of the Village Board of Trustees, the Village Clerk, the Village Treasurer, the members of the Zoning Board of Appeals and 4 the Plan Commission, the Village Manager and his Assistant or Assistants, the heads of the various departments within the Village. If the foregoing representation and warranty is inaccurate, state the name of the Village official who either is officer or director of your business entity or owns five percent(5%) or more thereof. Print Name of Contractor/Bidder/Supplier Signature Title Subscribed and Sworn to before me this day of 12005 Notary Public Notary Expiration Date 5 BID SUMMARY CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE February --, 2007 INCLUDE THE FOLLOWING INFORMATION Number of Days Bid is in Effect: Delivery Date: Warranty: Extended Warranty: BID Unit: $ 2007 SSV#CK10706 Skid plate package $ Service Manuals: $ Title& Registration $ Heavy duty locking Differential $ Seats front bucket Custom Cloth 6 way Power $ Remote vehicle starter System $ Auxiliary red/white dome Lamp $ Heavy duty rubber floor Mats $ 6 Headlamp and tail lamp Flasher system $ Delivery $ Ignition override $ Spot light(drivers side) $ LESS: Total Exceptions/ Deletions $ TOTAL BID $ Submitted by: 2007 Authorized Signature 7 BID SPECIFICATION CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE February --, 2007 EXCEPTIONS/DELETIONS Item Cost 1. $ 2. $ 3. $ 4. $ 5. $ 6. $ 7. $ 8. $ 9. $ 10. $ 11. $ 12. $ 13. $ Total Exceptions/Deletions $ 8 VILLAGE OF BUFFALO GROVE BID SPECIFICATION CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE Model: The CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE Shall be a new unused model in current production Used, demonstrator prototype or discontinued models are not acceptable. The Tahoe Special Services Vehicle shall be bid with all standard equipment as shown in manufacturer's printed literature. Modifications of existing models to meet these specifications will not be permitted. Model proposed shall comply with current OSHA, Federal and State Safety standards. SAE Operating Weight: The complete unit in a fully serviced condition including fuel, oil, water and other standard accessories shall not exceed manufactures standard recommendations. Engine: The engine shall be the manufactures smallest displacement gasoline v type eight cylinder, the engine shall be certified CFF (Clean Fuel Fleet)LEV(Low Emission Vehicle) The engine shall be equipped with all standard accessories necessary for full protection of the engine including the the following minimum items: 1. Heavy duty pressure lubricating system with full flow spin on oil filters. 2. A replaceable dry-type air filter. 3. Replaceable fuel filter element. Transmission: The transmission shall be the manufactures standard equipment automatic transmission, four speeds with overdrive. The unit must be equipped with the manufactures installed external transmission oil cooler. Front Axle: The front axel shall be the manufactures standard equipment axel geared and equipped to provide optimum performance and economy. 9 BID SPECIFICATIONS CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE February --, 2007 Rear Axle: The rear axel shall be the manufactures standard equipment axel geared and equipped to provide optimum performance and economy. Four Wheel Drive System: The four wheel drive shall be the manufactures standard equipment, capable of true two wheel drive on dry pavement Steering: Steering shall be the manufactures standard power steering, with the ability to provide dead engine steering. Brakes: Brakes will be the manufactures standard power brake system, capable of emergency braking while in a dead engine condition. Tires: Five full sizes manufacture standard black wall All-Season tires, load rated to match maximum GVWR of unit, (one mounted as full size spare). Battery: The battery shall be the manufactures heavy duty sealed type. Alternator: The alternator shall be the manufactures heavy duty internally regulated type. Body: The body shall be the manufactures standard. Interior: The unit shall be equipped with Front custom cloth 6 way drivers seat, and 60/40 split rear bench. 10 BID SPECIFICATIONS CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE February --, 2007 Instrumentation: The unit shall be equipped with the manufacturers Standard performance gauges and indicator lights. These performance gauges and lights to include at a minimum the following items: 1. Fuel gauge 2. Tachometer 3. Hourmeter 4. Horns (dual electric or equal) 5. Alternator/ammeter 6. Engine Coolant Temperature Gauges 7. Engine Oil Pressure Lights: Standard manufacturer's light system designed to meet D.O.T. regulation Manufacturer's Dealers shall provide, with each proposal, Information: manufacturer's literature or advertisement relating to this proposal. The manufacturer shall provide at the time of delivery: 1. One copy of manufacturer's shop manual 2. One copy of the parts catalog. 3. One copy of operator's manual. Painting: With the exception of trim, the unit shall be painted Color TBD 11 BID SPECIFICATIONS CHEVROLET TAHOE 4WD 5W4 SPECIAL SERVICE VECHICLE February --, 2007 Trailer Towing Package: Manufacturer's recommended trailer package required. 1. Weight distributing platform hitch receiver, ball hitch insert shall be included 2. 7 wire wiring harness. 3. Heavy duty, extra capacity auxiliary engine oil cooler. 4. Front and rear gas pressurized HD shock absorber. Front coil springs computer selected. Rear leaf springs computer selected. The equipment shall be complete and ready for use when delivered to the Village of Buffalo Grove. No such items, equipment or accessories shall be removed or omitted for the reason that it was not specified in the bid. Standard product items may be removed only where it is necessary to install other items in lieu hereof in order to comply with these specifications. The bid shall include the cost of title and Registration Transfer if applicable. For additional information concerning this specification contact: Robert Whalen Fleet Manager Village of Buffalo Grove 51 Raupp Boulevard Buffalo Grove, Ill., 60089 (847) 459-2579 12 Board Agenda Item Submittal XI-E Requested By: Dick Kuenkler Entered By: Debra J Akers Agenda Item Title: Authorization to Bid-2007 Sidewalk Removal& Replacement Program Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 03/09/2007 03/19/2007 � Consent Agenda PW 0 Regular Agenda 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No Yes 0 No funds? Is this a budgeted item.? Projected total budget impact: Additional Notes regarding Expenditures: To be determined upon evaluation of bid submittals. Type the body of the cover memo here. Requests cannot be submitted if this field is blank. Attached is a copy of the proposal for the above-mentioned project, which has been prepared in accordance with the FY 2007 budget parameters. The project also includes the Fire Station 426 driveway replacement and the construction of the Lake Cook Road bike path. The Cook County Highway Department has requested that the Village construct the bike path on their behalf pursuant to the existing agreement. Staff recommends that the Board authorize bidding at its next regular meeting scheduled for March 19, 2007. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files r 07SIDEVVALK PROO.PDF Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: TO: William H. Brimm Village Manager FROM: Richard K. Kuenkler Village Engineer DATE: March 7, 2007 SUBJECT: 2007 SIDEWALK REMOVAL & REPLACEMENT PROGRAM I have attached a copy of the proposal for the above-mentioned project, which has been prepared in accordance with the FY 2007 budget parameters. The project also includes the Fire Station #26 driveway replacement and the construction of the Lake Cook Road bike path. The Cook County Highway Department has requested that the Village construct the bike path on their behalf pursuant to the existing agreement. We recommend that the Board authorize bidding at its next regular meeting scheduled for March 19, 2007. Richard K. Kuenkler, P.E. G:IENGINEERIRKKIMEMOS1940.doc PROPOSAL TO: THE VILLAGE OF BUFFALO GROVE, ILLINOIS 2007 VILLAGE OF BUFFALO GROVE SIDEWALK PROJECT FULL NAME OF BIDDER: MAIN BUSINESS ADDRESS: PLACE OF BUSINESS: TO: THE OFFICE OF THE VILLAGE CLERK VILLAGE OF BUFFALO GROVE BUFFALO GROVE, ILLINOIS The undersigned, as bidder, declares that it has carefully examined the location of the proposed work, the proposed forms of Agreement and Bonds, and the Plans and Specifications for the above-designated work, all of which are filed in the Office of the Public Works Director, and all other documents referred to or mentioned in the Contract Documents, the Plans and Specifications, and it proposes and agrees, if this Proposal is accepted, that it will contract with the Village, in the form of the copy of the Agreement including apparatus and other means of construction including utility and transportation services necessary to do all the work and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time therein prescribed, and according to the requirements of the Owner as therein set forth to furnish the Contractor's Bonds and Insurance specified in the General Conditions of Contract, and to do all other things required of the Contractor by the Contract Documents, and that it will take in full payment therefore the sums set forth in the following Schedule of Prices (see Page C-2). C-1 SCHEDULE OF PRICES 2007 VILLAGE OF BUFFALO GROVE SIDEWALK PROJECT ITEM NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL 1. Removal& Replacement of P.C.C. Sidewalk S.F. 38,000 2. New P.C.C. Sidewalk S.F. 8,650 3. Detectable Warnings S.F. 525 4. Combination Concrete Curb& Gutter Removal& Replacement L.F. 150 5. Earth Excavation C.Y. 309 6. Sub grade Removal and Replacement C.Y. 17 7. 6"- P.C.C. Driveway Removal & Replacement S.F, 1025 8. 8"- P.C.C. Pavement Removal &Replacement S.F. 5416 9. Bituminous Concrete Driveway Removal& Replacement S.Y. 50 10. Inlets,Catch Basins, & Manholes to be Adjusted Each 5 11. Tree Root Removal& Sidewalk Base Preparation Each 97 12. Traffic Control and Protection LSUM 1 13. Silt Fence L.F 1,650 14. Remove& Re lace Modular Block Retaining Wall L.F. 40 15. Parkway Restoration (Topsoil and Sod S.Y. 785 BIDDER'S TOTAL C-2 SUBCONTRACTOR LISTING To employ the following listed subcontractors for the following enumerated classes of work and not to alter or add to such list without the written consent of the Owner. l. 2. 3. 4. 5. EXECUTION OF CONTRACT If this proposal is accepted, and the undersigned fails to contract as aforesaid and to give the Bond for Faithful Performance required by the Special Conditions of the Contract and by law, and to provide all insurance as required by the Contract Documents within fifteen (15) days after the date of the award of the Contract, the Village, at its option, may determine that the bidder has abandoned this Proposal, and thereupon this Proposal and the acceptance thereof shall be null and void, and such security accompanying this Proposal shall be forfeited and shall be the property of the Village of Buffalo Grove not as penalty, but as liquidated damages. C-3 SECURITY Accompanying this Proposal is a in the amount of Dollars Note: (a) Insert the words "Bank Draft", "Cashier's Check", "Certified Check" or`Bid Bond", as the case may be. (b) Amount must be equal to at least five percent (5%) of the Total Base Bid. STARTING AND COMPLETION If awarded a contract under this Proposal, the undersigned proposes to commence work at the site within fifteen (15) calendar days after the effective date of the award of the Contract. The undersigned further agrees to fully complete all work covered by this Proposal to the point of final acceptance by the Owner within thirty-five (35) working days from the start-up date. Legal Entity (Sign here) By Phone No. Subscribed and sworn to before me this day of , 2007. Notary Public My Commission Expires: C-4 Board Agenda Item Submittal XI-F Requested By: Dick Kuenkler Entered By: Debra J Akers Agenda Item Title: Authorization to Bid-2007 Bike Path& Parking Lot Improvements Program Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 03/09/2007 03/19/2007 � Consent Agenda PW 0 Regular Agenda 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No Yes 0 No funds? Is this a budgeted item.? Projected total budget impact: Additional Notes regarding Expenditures: To be determined upon evaluation of bid submittal. Type the body of the cover memo here. Requests cannot be submitted if this field is blank. I have attached a copy of the proposal for the above-mentioned project, which has been prepared in accordance with the FY 2007 budget parameters. The project includes the final expansion of the Police Department's auxiliary lot. We recommend that the Board authorize bidding at its next regular meeting scheduled for March 19, 2007. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files ID ; r 07BIKE PATH.PDF Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: TO: William H. Brimm Village Manager FROM: Richard K. Kuenkler Village Engineer DATE: March 7, 2007 SUBJECT: 2007 BIKE PATH AND PARKING LOT IMPROVEMENTS I have attached a copy of the proposal for the above-mentioned project, which has been prepared in accordance with the FY 2007 budget parameters. The project includes the final expansion of the Police Department's auxiliary lot. We recommend that the Board authorize bidding at its next regular meeting scheduled for March 19, 2007. Richard K. Kuenkler, P.E. G:IENGINEERIRKKIMEMOS1251.doc PROPOSAL TO: THE VILLAGE OF BUFFALO GROVE, ILLINOIS 2007 BIKE PATH AND PARKING LOT IMPROVEMENTS FULL NAME OF BIDDER: MAIN BUSINESS ADDRESS: PLACE OF BUSINESS: TO: THE OFFICE OF THE VILLAGE CLERK VILLAGE OF BUFFALO GROVE BUFFALO GROVE, ILLINOIS The undersigned, as bidder, declares that it has carefully examined the location of the proposed work, the proposed forms of Agreement and Bonds, and the Plans and Specifications for the above-designated work, all of which are filed in the office of the Public Works Director and all other documents referred to or mentioned in the Contract Documents, the Plans and Specifications, and it proposes and agrees, if this Proposal is accepted, that it will contract with the Village, in the form of the copy of the Agreement including apparatus and other means of construction including utility and transportation services necessary to do all the work and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time therein prescribed, and according to the requirements of the Owner as therein set forth to furnish the Contractor's Bonds and Insurance specified in the General Conditions of Contract, and to do all other things required of the Contractor by the Contract Documents, and that it will take in full payment therefore the sums set forth in the following Schedule of Prices (see Page C-2). C-1 SCHEDULE OF PRICES VILLAGE OF BUFFALO GROVE 2007 BIKE PATH AND PARKING LOT IMPROVEMENTS ITEM NO. ITEM UNIT QUANTITY UNIT PRICE TOTAL. 1 Bituminous Surface Removal and Replacement-4" S.Y. 249 2 Bituminous Concrete Surface Course,Su er ave,Mix"C",N50 TON 546 3 Bituminous Concrete Binder Course,Su er ave,IL-19,N50 TON 48 4 Removal of T e 3 Concrete Curb and Gutter L.F. 260 5 Type 4 Barrier Curb L.F. 312 6 Earth Excavation C.Y. 157 7 Aggregate Base Course, Type B- 10" S.Y. 477 8 Inlets, Catch Basins, & Manholes to be adjusted Each 1 9 Bituminous Surface Removal-Cold Milling S.Y. 1,474 10 Hot Applied Rubberized Crack Sealant L.F. 14,470 11 Two Coat Coal Tar Emulsion Sealcoat S.F. 882,817 12 4"White/Yellow Painted Stall Lines L.F. 34,452 13 Topsoil and Seed with Erosion Control Blanket S.Y. 883 14 Sod Restoration S.Y. 90 BIDDER'S TOTAL 4 C-2 SUBCONTRACTOR LISTING To employ the following listed subcontractors for the following enumerated classes of work and not to alter or add to such list without the written consent of the Owner, 1. 2. 3. 4. 5. EXECUTION OF CONTRACT If this proposal is accepted, and the undersigned fails to contract as aforesaid and to give the Bond for Faithful Performance required by the Special Conditions of the Contract and by law, and to provide all insurance as required by the Contract Documents within fifteen (15) days after the date of the award of the Contract, the Village, at its option, may determine that the bidder has abandoned this Proposal, and thereupon this Proposal and the acceptance thereof shall be null and void, and such security accompanying this Proposal shall be forfeited and shall be the property of the Village of Buffalo Grove not as penalty, but as liquidated damages. C-3 SECURITY Accompanying this Proposal is a in the amount of Dollars Note: (a) Insert the words "Bank Draft", "Cashier's Check", "Certified Check" or"Bid Bond", as the case may be. (b) Amount must be equal to at least five percent(5%) of the Total Base Bid. STARTING AND COMPLETION If awarded a contract under this Proposal, the undersigned proposes to commence work at the site within fifteen (15) calendar days after the effective date of the award of the Contract. The undersigned further agrees to fully complete all work covered by this Proposal to the point of final acceptance by the Owner within thirty (30) working days from the start-up date. Legal Entity (Sign here) By Phone No. Subscribed and sworn to before me this day of , 20 Notary Public My Commission Expires: C-4 i VH LAGE OF BUFFALO GROVE o ilroclamati*on f SEXUAL ASSAULT AWARENESS MONTH WHEREAS, SEXUAL ASSAULT AWARENESS MONTH IS INTENDED TO DRAW ATTENTION TO THE FACT THAT SEXUAL VIOLENCE REMAINS AN INTOLERABLE VIOLENT CRIME WITH PUBLIC HEALTH IMPLICATIONS FOR EVERY PERSON IN ILLINOIS; AND WHEREAS, RAPE, SEXUAL ASSAULT AND VIOLENCE IMPACTS WOMEN, CHILDREN AND MEN OF ALL RACIAL, CULTURAL AND ECONOMIC BACKGROUNDS, MANY OF WHOM CAN AND DO EXPERIENCE ACQUAINTANCE RAPE, STRANGER RAPE, SEXUAL ASSAULT BY AN INTIMATE_ PARTNER, GANG RAPE, INCEST, STALKING, SERIAL RAPE, DATE RAPE, RITUAL ABUSE, SEXUAL HARASSMENT, CHILD SEXUAL MOLESTATION AND PROSTITUTION; AND WHEREAS, ACCORDING TO A STUDY CONDUCTED BY THE NATIONAL VICTIM CENTER, 1 .3 WOMEN AGE 18 AND OVER IN THE U.S. ARE FORCIBLY RAPED EACH MINUTE, 78 PER HOUR, 1 ,871 PER DAY, OR 683,000 PER YEAR; AND WHEREAS, AN ESTIMATED 9 1% OF RAPE AND SEXUAL ASSAULT VICTIMS ARE FEMALE, AND NEARLY 99% OF THE OFFENDERS IN SINGLE VICTIM OFFENSES ARE MALE; AND WHEREAS, WITH LEADERSHIP, DEDICATION AND ENCOURAGEMENT, THERE IS COMPELLING EVIDENCE THAT WE CAN BE SUCCESSFUL IN REDUCING CRIME AGAINST CITIZENS LIVING IN ILLINOIS THROUGH INCREASED AWARENESS AND HOLDING PERPETRATORS WHO COMMIT ACTS OF VIOLENCE RESPONSIBLE FOR THEIR ACTIONS; AND WHEREAS, THE VILLAGE OF BUFFALO GROVE STRONGLY SUPPORTS THE DEDiCATED EFFORTS OF NORTHWEST CENTER AGAINST SEXUAL ASSAULT AND RAPE CRISIS CENTERS THROUGHOUT THE STATE TO ENCOURAGE EVERY CITIZEN TO ACTIVELY ENGAGE IN PUBLIC AND PRIVATE EFFORTS TO END SEXUAL VIOLENCE, INCLUDING CONVERSATIONS ABOUT WHAT SEXUAL VIOLENCE IS, HOW TO PREVENT IT, HOW TO HELP SURVIVORS CONNECT WITH CRUCIAL SERVICES, AND HOW EVERY SEGMENT OF OUR SOCIETY CAN WORK TOGETHER TO BETTER ADDRESS SEXUAL VIOLENCE. NOW, THEREFORE, 1, ELLIOTT HARTSTEIN, VILLAGE PRESIDENT OF THE VILLAGE OF BUFFALO GROVE, DO HEREBY PROCLAIM THE MONTH OF APRIL, 2007 AS SEXUAL ASSAULT AWARENESS MONTH, AND URGE ALL, CITIZENS TO COMMIT TO TAKING ACTION AGAINST RAPE AND SEXUAL ASSAULT. PROCLAIMED THIS 1 9TH DAY OF MARCH, 2007. Village Clerk Village President Board Agenda Item Submittal XI-x Requested By: Steve S Balinski Entered By: Leisa M Niemotka Agenda Item Title: Proclamation:April 22-28 is National Crime Victims'Week Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 03/14/2007 03/19/2007 � Consent Agenda OVM 0 Regular Agenda 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 NO funds? Additional Notes regarding Expenditures: Type the body of the cover memo here. Requests cannot be submitted if this field is blank. Proclamation attached. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: Board Agenda Item Submittal xII-A Requested By: Ghida Neukirch Entered By: Ghida Neukirch Agenda Item Title: Ordinance No.2007- An Ordinance directing the sale of real estate located at Busch and Deerfield Parkway. Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 02/28/2007 03/19/2007 0 Consent Agenda OVM Regular Agenda 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No funds? Additional Notes regarding Expenditures: Type the body of the cover memo here. Requests cannot be submitted if this field is blank. Attached please find an Ordinance approving a Real Estate Sales Contract for the purchase of the Village's property at Busch and Deerfield Parkway. The purchaser, I-57 McKinley Limited Partnership, is the property owner of 900 Deerfield Parkway and the adjacent vacant land. The purchaser intends to lease the 900 Deerfield Parkway property to a business whereby additional parking is required beyond what is currently available on the property. The Village's property would be used to support the additional parking demand. I-57 McKinley Limited Partnership agrees to purchase the Village's property, approximately 71,583 square feet, at a price of approximately $429,498.00 or$6.00 per square foot as per a survey. The attached Contract and Rider have been approved by the legal counsels of the Village and I-57 McKinley Limited Partnership. Approval is recommended. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files 1�1 Busch Deerfield Sale Ord 2-28-07.doc sales contract.pdf Busch Deerfield Map_2-28-2007.pdf Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: 02/28/07 ORDINANCE NO. 2007- AN ORDINANCE DIRECTING THE SALE OF REAL ESTATE LOCATED AT BUSCH AND DEERFIELD PARKWAY WHEREAS, the Village of Buffalo Grove is a Home Rule Unit pursuant to the Illinois Constitution of 1970; WHEREAS, the Village has received an offer to purchase, entitled "Real Estate Sale Contract", from I-57 McKinley Limited Partnership to purchase Village owned real property located at the southeast corner of Busch Parkway and Deerfield Parkway, which Real Estate Sale Contract is attached hereto and made a part hereof as Exhibit"A". NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE, LAKE AND COOK COUNTIES, ILLINOIS, as follows: Section One: That the foregoing WHEREAS clauses are hereby made a part hereof and incorporated herein. Section Two: That the Corporate Authorities of the Village of Buffalo Grove are of the opinion and find that the Village owned real estate described in the attached Exhibit "A" ("Subject Property") is vacant land and is no longer necessary or appropriate, required for the use of , profitable to or for the best interests of the Village of Buffalo Grove. Section Three: That the Corporate Authorities hereby find and determine that acceptance of said Real Estate Sale Contract is in the best interests of the Village and that the Village President and Village Clerk are hereby authorized and directed to execute same. Section Four: That the Subject Property shall be sold pursuant to this ordinance and the Village's home rule power and authority and not pursuant to Illinois statutes. Section Five: That the Village President, Village Clerk and Village Attorney are hereby authorized and directed to take such action and execute such documents as are necessary to effectuate the sale of the Subject Property. Section Six: This ordinance shall be in full force and effect from and after its passage and approval by two-thirds of the Corporate Authorities then holding office. This ordinance shall not be codified. AYES: NAYS: ABSENT: C:AUsers\RSHEPA—l.VHO\AppData\Local\Temp\notes72B5F5\Busch Deerfield Sale Ord 2-28-07.doe PASSED this day of , 2007. APPROVED this day of , 2007. APPROVED: Village President ATTEST: Village Clerk -2- CHICAGO TITLE INSURANCE COMPANY.HlMOIS FORM E- Real Estate Sales Contract 1. I-57 McKinley Limited Partnership (Purchaser)agrees to purchase at the a price of approximately$429,516.00*on the terms set forth herein,the following described real estate in Buffalo Grove,Illinois: Parcels B,C,D and E as depicted and legally described on Exhibit"A"attached hereto(the"Property"). which is an irregularly shaped parcel of land containing approximately 71,583 square feet located at Busch and Deerfield Parkway in Buffalo Grove,Illinois. *The purchase price is$6.00 per square foot as per the survey(Exhibit A)of Parcel B and a Plat of Vacation as to Parcels C,D,and E as determined by the surveyor. 2. Village of Buffalo Grove(Seller)agrees to sell the real estate and the property described above,if any,at the price and terms set forth herein,and to convey or cause to be conveyed to Purchaser title thereto by a recordable warranty deed to Purchaser as to Parcel B and a Plat of Vacation as to Parcels C,D and E with _release of homestead rights,if any,and a proper bill of sale,subject only to permitted exceptions set forth on Exhibit`B"attached hereto;and to 3. Purchaser shall pay$50,000.00 within two(2)business days after the execution of this Agreement by Seller(the"Acceptance Date") as earnest money to be applied on the purchase price,and agrees to pay or satisfy the balance of the purchase price,plus or minus prorations at the time of closing. 4. The time of closing shall be ten(10)days after expiration of the Inspection Period(as hereinafter defined),unless subsequently mutually agreed otherwise, at the office of Chicago Title Insurance Company, 171 N.Clark Street,Chicago,Illinois ,provided title is shown to be good or is accepted by Purchaser. In no event shall the closing be later than May 15,2007. 5. The earnest money shall be held by Chicago Title Insurance Company(the"Title Company") for the mutual benefit of the parties in a non-interest bearing account,pursuant to the Title Company's strict joint order escrow instructions which are attached hereto as Exhibit"C"and incorporated herein by this reference. 6. Seller warrants that Seller have received no written notices from any city,village or other governmental authority of zoning,building,fire or health code violations in respect to the real estate that have not been heretofore corrected. This contract is subject to the Conditions and Stipulations set forth on the back page hereof,which Conditions and Stipulations are made a part of this contract. Purchaser: 1-57 MCKI LEY LIMITED PA TNERSHIP Address: 825 N.Cass Ave. By: Mor o Suite 313 Westmont,Illinois 60559 By: chael J.Klon i,Pres en Seller: VILLAGE OF BUFFALO GROVE Address: 50 Raupp Boulevard Buffalo Grove,Illinois 60089-2196 By: 'Form normally used for sale of property improved with multi-family structures of five or more units or of commercial or industrial properties. VB\Agreements\1-57 McKinley Limited Partnership 2-21-07 clean CONDITIONS AND STIPULATIONS Seller shall pay(unless the transfer is an exempt transaction)the amount of any stamp tax imposed by State law on the transfer of the title,and shall furnish a completed Real Estate Transfer Declaration signed by the Seller or the Seller's agent in the form required pursuant to the Real Estate Transfer Tax Act of the State of Illinois and shall furnish any declaration signed by the Seller or the Seller's agent or meet other requirements as established by any local ordinance with regard to a transfer or transaction tax;such tax required by local ordinance shall be paid(unless the transfer is an exempt transaction)by the party upon whom such ordinance places responsibility therefor.If such ordinance does not so place responsibility,the tax shall be paid by the(Purchaser). l. If this contract is terminated without Purchaser's fault,the earnest money shall be returned to the Purchaser,but if the termination is caused by the Purchaser's fault,then upon notice to the Purchaser,the earnest money shall be retained by Seller as liquidated damages,as Seller's sole remedy. 2. This sale shall be closed through an escrow with Chicago Title and Trust Company,in accordance with the general provisions of the usual form of Deed and Money Escrow Agreement then in use by Chicago Title and Trust Company,with such special provisions inserted in the escrow agreement as may be required to conform with this contract.Upon the creation of such an escrow,anything herein to the contrary notwithstanding,-payment of purchase price and delivery of deed shall be made through the escrow and this contract and the earnest money shall be deposited in the escrow.The cost of the escrow shall be paid by Purchaser. 3. Time is of the essence of this contract. 4. Alternative 1: Seller represents that he is not a foreign person as defined in Section 1445 of the Internal Revenue Code and is therefore exempt from the withholding requirements of said Section. Seller will furnish Purchaser at closing the Exemption Certification set forth in said Section. /B\AAgreements\I-57 McKinley Limited Partnership 2-21-07 clean RIDER TO REAL ESTATE SALES CONTRACT BETWEEN I-57 McKINLEY LIMITED PARTNERSHIP ("PURCHASER") AND VILLAGE OF BUFFALO GROVE ("SELLER") FOR THE PROPERTY CONSISTING OF APPROXIMATELY 71,586 SQUARE FEET LOCATED AT BUSCH AND DEERFIELD PARKWAY, BUFFALO GROVE, ILLINOIS (THE "PROPERTY") R-1. Inspection Period. Purchaser and Purchaser's agents shall be afforded a period of thirty(30)days commencing on the Acceptance Date(the Inspection Period)for Purchaser to satisfy itself, in the sole exercise of its discretion, as to the physical condition of the Property and the feasibility of ownership and development. Such determination by Purchaser, which shall be undertaken at Purchaser's sole cost and expense, may include conducting soil tests and borings. During the Inspection Period,Purchaser shall have the right to enter upon the Property and conduct such tests and inspections at and upon the Property as Purchaser requires. Purchaser shall indemnify and hold Seller harmless from and against any and all costs, liabilities and damages resulting from or caused by the negligent or willful acts or omissions of Purchaser or Purchaser's agents in entering upon the Property and in undertaking tests and inspections thereon. Following the completion of any invasive test at or upon the Property, Purchaser shall restore the portion of the Property subject to such invasive test to its condition immediately preceding such test. Purchaser shall have the right to terminate this Agreement at any time during the Inspection Period by serving written notice of termination on Seller. If Purchaser terminates this Agreement by serving written notice on Seller on or before the expiration of the Inspection Period, the earnest money deposit together with all interest thereon shall be returned to Purchaser. R-2. Property Documents. Within ten (10) days after the Acceptance Date, Seller shall provide Purchaser with copies of the Phase I audit and Phase II audit reports, if any,relating to the Property to the extent such documents are in Seller's possession. Purchaser acknowledges receipt of the survey of the Property and the prior title commitment. R-3. Conduct Prior To Closing and Related Matters. Seller agrees that between the Acceptance Date and the date of Closing or termination of this Agreement, Seller shall (a) not, without first obtaining the written consent of Purchaser, enter into any contracts, leases or other agreements, relating to the Property which may survive the Closing; (b) not cancel or permit cancellation of any insurance maintained with respect to the Property and(c)maintain the Property in the same condition and repair as exists on the Acceptance Date,ordinary wear and tear excepted. R-4. Title and Survey. (a) Title Commitment. Within twenty(20)days after the Acceptance Date,Seller shall provide Purchaser with Title Commitment for Seller's Policy Form B issued by the Title Company in the amount of the Purchaser Price showing title to the Property subject only to the permitted exemptions. At Closing, Seller shall cause the Title Company to deliver a title policy or marked up commitment with extended coverage over the standard printed title exceptions and the following endorsements: access and contiguity. Seller shall be responsible for the cost of the Title Policy and extended coverage and Purchaser shall be responsible for the cost of the title endorsements. (b) Seller has delivered to Purchaser a copy of the existing survey of the Property. At Closing, Seller shall deliver to Purchaser an Affidavit of No Improvements regarding the survey. R-5. Municipal Matters. During the Inspection Period, Purchaser shall have the right to determine the access to and from the Property, the availability of additional curb cuts and the possibility of vacating existing rights of way and resubdividing the Property and the adjacent property owned by Purchaser. Seller agrees to assist Purchaser in connection with the foregoing matters. Seller's assistance shall include meeting with Purchaser and providing information pursuant to reasonable requests of Purchaser. In the event Purchaser has not completed its determination of the foregoing matters during the Inspection Period,Purchaser may request of Seller an extension of Inspection Period for an additional thirty (30) days by providing Seller with written notice of its election to extend the Inspection Period at any time prior to the expiration of the Inspection Period. R-6. Prorations and Credits. The parties agree to prorate and adjust in the manner usual and customary to transactions of this nature all items customarily prorated or adjusted on conveyances of similar property. All prorations made at Closing shall be final and not subject to reproration. R-7. Closing Documents and Closing Costs. (a) At the Closing, Seller shall deliver the following documents: (i) Warranty Deed(the"Deed")executed by Seller conveying the Parcel B to Purchaser or Purchaser's nominee,as designated by written notice to Seller and a certified copy of a Village of Buffalo Grove ordinance vacating right-of-way of Parcels C,D and E to the owner of the property immediately east of said Property, subject only to the permitted title exceptions. (ii) ALTA Statement in form and substance satisfactory to the Title Company. (iii) Affidavit of Title executed by Seller subject only to the permitted title exceptions. (iv) The title policy in accordance with Section R-4 hereof. (v) FIRPTA Certification. 2 WB\Agreements\Riders\l-57 McKinley Village of Buffalo Grove Rider 3-2-07 clean (vi) Such other documents as the Title Company or Purchaser may reasonably require in order to effectuate any provision in this Agreement, including without limitation a GAP Undertaking. (b) At the Closing, Purchaser shall deliver the following documents: (i) Certified or federally insured funds in an amount sufficient to meet Purchaser's obligations hereunder. (ii) Certificate of good standing and such evidence of authority as may be reasonably required by Seller or the Title Company. (iii) Such documents as the Title Company or Seller may reasonably require to effectuate any provision in this Agreement. (c) At the Closing, Purchaser and Seller shall jointly deliver the following: (i) State,County and Local Real Estate Transfer Declarations,reflecting the purchase price of the Property or that such transfer is an exempt conveyance. (ii) A Closing Statement. (d) At Closing, Seller shall pay the cost of owner's-policy of title insurance and extended coverage. Purchaser shall pay the cost of Deed and Money Escrow, the New York Style Closing fee, the cost of the title endorsements and the cost of GAP coverage. R-8. Broker. Seller and Purchaser represent to each other that neither has engaged or retained any real estate broker or finder in connection with the subject transaction. Seller and Purchaser agree to indemnify and save the other harmless from any amounts due pursuant to a claim that any broker or finder was retained by or allegedly represented either Seller or Purchaser respectively in connection with the subject transaction. R-9. Notices. All notices, demands, requests and other communications under this Agreement shall be in writing and shall be deemed properly served when received(a)if delivered by hand or expedited messenger service with proof of receipt to the party to whose attention it is directed or (b) if sent, postage, prepaid, by registered or certified mail, return receipt requested, postage prepaid or(c)if sent by nationally recognized private carrier guaranteeing next day delivery or(d) if sent by facsimile transmission with a copy thereof mailed by first class mail, addressed as follows: If intended for Purchaser: 1-57 McKinley Limited Partnership c/o Morgan Realty Partners 825 N. Cass Avenue, Suite 313 Westmont, Illinois Attention: Michael J. Klonoski 3 WBWgreements\Riders\l-57 McKinley Village of Buffalo Grove Rider 3-2-07 clean Fax No. 630/734-9700 with a copy to: William Biederman Schain, Burney, Ross & Citron, Ltd. 222 North LaSalle Street, Suite 1910 Chicago, Illinois 60601 Fax No. 312-332-4514 If intended for Seller: Village of Buffalo Grove 50 Raupp Boulevard Buffalo Grove, Illinois 60089 Attention: William Brimm Village Manager Fax No. 847/459-7906 With a copy to: William Raysa Raysa&Zimmermann, LLC. 22 South Washington Park Ridge, Illinois 60089 Fax No. $47-268-8614 The parties acknowledge and agree that a written demand or request made by or upon the attorney for a party shall constitute notice from or to such party. R-10. Counterparts. This Agreement may be executed in several counterparts, each of which shall be considered an original and all of which together shall constitute one and the same instrument. R-11. Entire Agreement. This Agreement constitutes the entire agreement of the parties with respect to the subject matter hereof, and supersedes any and all prior or contemporaneous oral or written representations,promises or agreements not expressly referred to herein. No change in the provisions of this Agreement shall be effective unless made in writing and signed by the parties hereto. R-12. Miscellaneous. (a) This Agreement shall not be construed more strictly against one party than against the other,merely by virtue of the fact that it may have been prepared primarily by counsel for one of the parties,it being recognized that both Purchaser and Seller have contributed substantially and materially to the preparation of this Agreement. 4 WBWgreements\Riders\l-57 McKinley Village of Buffalo Grove Rider 3-2-07 clean (b) The headings preceding the text of the paragraphs and subparagraphs hereof are inserted solely for convenience of reference and shall not constitute a part of this Agreement,nor shall they affect its meaning, construction or effect. R-13. Tax-Deferred Exchan>;e. Purchaser and Seller agree that at Purchaser's sole election, this transaction shall be structured as.an exchange of like-kind properties under Section 1031 of the Internal Revenue Code of 1986, as amended (the "Code"), and the regulations and proposed regulations thereunder. The parties agree that if Purchaser wishes to make such election,it must do so prior to the Closing Date. If Purchaser so elects, Seller shall reasonably cooperate,provided any such exchange is consummated pursuant to an agreement that is mutually acceptable to Purchaser and Seller and which shall be executed and delivered on or before the Closing Date. The Purchaser shall in all events be responsible for all costs and expenses related to the Section 1031 exchange (including without limitation Seller's attorneys' fees)and shall fully indemnify,defend and hold the Seller harmless from and against any and all liability, claims, damages, expenses (including reasonable attorneys' and paralegal fees and reasonable attorneys' and paralegal fees on appeal), proceedings and causes of action of any kind or nature whatsoever arising out of,connected with or in any manner related to such 1031 exchange that would not have been incurred by the Seller if the transaction were a purchase for cash. The provisions of the immediately preceding sentence shall survive Closing and the transfer of title to subject Property to Purchaser. Notwithstanding anything to the contrary contained in this paragraph, any such Section 1031 exchange shall be consummated through the use of a facilitator or intermediary so that Purchaser shall in no event be requested or required to acquire title to any property other than the Property. IN WITNESS WHEREOF,the parties hereto have executed the Real Estate Sales Contract and this Rider. PURCHASER: SELLER: I-57 McKINLEY LIMITED PARTNERSHIP VILLAGE OF BUFFALO GROVE By: Morgan Westmont Corp., Its General Partner By: By: Dated: March J , 2007 Dated: March , 2007 (Acceptance Date) 5 WBWgreements\Riders\l-57 McKinley Village of Buffalo Grove Rider 3-2-07 clean EXHIBIT "A" (Depiction and Legal Description of Property) EX A-DEERFIELD(00 1).PDF WBIEDERMAN/532359_1.DOC A-1 EXHIBIT"B" (Permitted Exceptions) 1. Reservation of easements for all existing utilities. 2. Real estate taxes not yet due and payable. 3. Terms,covenants and conditions contained in Corporate Grove Annexation agreement dated May 7, 1984,and approved by Village of Buffalo Grove Ordinance No. 84-38 passed and approved on May 7, 1984 and recorded May 17,2984,as document 2284076. 4. Terms,covenants and conditions contained in the Declaration of Protective Covenants for the Corporate Grove, Buffalo Grove,Illinois dated November 8, 1984 and recorded November 9, 1984 as document 2321627 and amended by document 2340915,and further amended by document 2589055,made by American National Bank and Trust Company of Chicago as trustee under trust agreement dated December 30, 1982 and known as Trust Number 56658. 5. Building line over the northerly 50 feet and the northeasterly 35 feet as shown on the plat of subdivision of the Corporate Grove. 6. Drainage easement over the south 20 feet of Lot 37 as shown on the plat of the Corporate Grove. 7. Easement for public utilities over the northerly 15 feet and the easterly 15 feet of lot 37 as shown on the plat of the Corporate Grove. WBIEDERMAN/532359_I.DOC B-1 EXHIBIT"C" CHICAGO TITLE AND TRUST COMPANY 171 N. Clark Street,Chicago,Illinois 60601 Refer to: Phone No.: Fax No.: STRICT JOINT ORDER#1 ESCROW TRUST INSTRUCTIONS (EARNEST MONEY) ESCROW TRUST NO.: DATE: To: Chicago Title and Trust Company,Escrow Trustee: Customer Identification: Seller: Village of Buffalo Grove Purchaser: I-57 McKinley Limited Partnership Property Address: Vacant parcel located at Bush and Deerfield Parkway,Buffalo Grove,Illinois Project Reference: Proposed Disbursement: April 15,2007 Deposits: The sum of$50,000.00 by Purchaser representing earnest money. Delivery of Deposits: The above-referenced escrow trust deposits("deposits")are deposited with the escrow trustee to be delivered by it only upon the receipt of a joint order of the undersigned or their respective legal representatives or assigns. In no case shall the above-mentioned deposits be surrendered except upon the receipt of an order signed by the parties hereto,their respective legal representatives or assigns,or in obedience to the court order described below. Billing Instructions: C-1 WB\Wgreements\Riders\I-57 McKinley Village of Buffalo Grove Rider 2-21-07 Escrow trust fee will be billed as follows: 50%to Purchaser and 50%to Seller. An annual maintenance fee,as determined by the then current rate schedule,will commence:n/a PLEASE NOTE: The escrow trust fee for these joint order escrow trust instructions is due and payable within 30 days from the projected disbursement date(which may be amended by joint written direction of the parties hereto). In the event no projected disbursement date is ascertainable,said escrow trust fee is to be billed at acceptance and is due and payable within 30 days from the billing date. Chicago Title and Trust Company, at its sole discretion,may reduce or waive the escrow trust fee for these joint order escrow instructions in the event the funds on deposit herein are transferred to or disbursed in connection with sale escrow trust instructions or an agency closing transaction established at Chicago Title. Investment: Deposits made pursuant to these instructions may be invested on behalf of Purchaser;provided that any direction to escrow trustee for such investment shall be expressed in writing and contain the consent of Purchaser,and also provided that you are in receipt of the taxpayer's identification number and investment forms as required.Escrow trustee will,upon request,furnish information concerning its procedures and fee schedules for investment. Commingle: Except as to deposits of funds for which escrow trustee has received express written direction concerning investment or other handling,the parties hereto agree that the escrow trustee shall be under no duty to invest or reinvest any deposits at any time held by it hereunder;and,further,that escrow trustee may commingle such deposits with other deposits or with its own funds in the manner provided for the administration of funds under Section 2-8 of the Corporate Fiduciary Act (205 ILCS 620/2-8)and may use any part or all such funds for its own benefit without obligation to any party for interest . or earnings derived thereby,if any.provided,however,nothing herein shall diminish escrow trustee's obligation to apply the full amount of the deposits in accordance with the terms of these escrow instructions. In the event the escrow trustee is requested to invest deposits hereunder,Chicago Title and Trust Company is not to be held responsible for.any loss of principal or interest which may be incurred as a result of making the investments or redeeming said investment for the purposes of these escrow trust instructions. Compliance With Court Order: The undersigned authorize and direct the escrow trustee to disregard any and all notices,warnings or demands given or made by the undersigned(other than jointly)or by any other person. The said undersigned also hereby authorize and direct the escrow trustee to accept,comply with, and obey any and all writs, orders,judgments or decrees entered or issued by any court with or without jurisdiction;and in case the said escrow trustee obeys or complies with any such writ; order,judgment or decree of any court,it shall not be liable to any of the parties hereto or any other person,by reason of such compliance, notwithstanding any such writ, order,judgment or decree be entered without jurisdiction or be subsequently reversed,modified,annulled,set aside or vacated. In case the escrow trustee is made a party defendant to any suit or proceedings regarding this escrow trust,the undersigned,for themselves,their heirs,personal representatives, successors, and assigns,jointly and severally, agree to pay to said escrow trustee, upon written demand, all costs, attorneys fees,and expenses incurred with respect thereto.The escrow trustee shall have a lien on the deposits(s)herein for any and all such costs,fees and expenses. If said costs,fees and expenses are not paid,then the escrow trustee shall have the right to reimburse itself out of the said deposit(s). Execution: C-2 WB\Agreements\Riders\1-57 McKinley Village of Buffalo Grove Rider 2-21-07 These escrow trust instructions are governed by and are to be construed under the laws of the State of Illinois. The escrow trust instructions, amendments or supplemental instructions hereto,may be executed in counterparts, each of which shall be deemed an original and all such counterparts together shall constitute one and the same instrument. For Seller: Village of Buffalo Grove For Purchaser: I-57 McKinley Limited Partnership Name: William R.Balling, Name: Schain,Burney,Ross&Citron,Ltd. By: Village Manager By: William Biederman Address: 50 Raupp Blvd. Address: 222 North LaSalle Street,Suite 1910 Buffalo Grove,IL 60089 Chicago,Illinois 60601 Phone: 847/459-2518 Phone: 312-845-2505 Fax: 847/459-7906 Fax: 312-807-3903 Signature: Signature: Accepted: Chicago Title and Trust Company,as Escrow Trustee By: Date: C-3 WB\Agreements\Riders\1-57 McKinley Village of Buffalo Grove Rider 2-21-07 C'? p O r` N o 00 O f N O N O J � N W uN M C6 O CD ry M � v O CD cu L N > U) U o c6 D a a .. 70 W o N p o C ' r O m C:Dm >o c > c6 — O � � O -zt o n rn a ti _ co C6 co _ " N70 > _ a O L X E Q OL U O Q a > NCU V J� CL N O ai ,,, \ c6 a iB M ui _0 m r��i��//�/////////// W „- CO N � i (:: O O ��( CV m m w N O o J U = (Z QL,1 W C6 c U O O _ U m U O c — M tz O co LJ_ a) co W ��// L W WNa) Mc G 0 W 9 > 0 � L � J 1 L O 4? 4 r U m 0 m m a� 9q wW IIIIIIIIIIIIIQIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII plllllll � IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII •H L L L, }� O G6 C6 (B V /M C6 IIIIIIIIIIIIIIIIIIIIIIIII W C > IIIIIIIIIIIIIIIIIIIIIIIII � IIIII IIII E � O O O IIIIIIIIIIIIIIIIIIIIIII . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I `„„��..�.�.. � � � � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II x aoUow W IIIIIIIlI1uu11111111111111111111111111111111111111111111111111111111111111111111111111111111u�,��IIIIII ��P� IIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII 11 G II III � II III G IIIIlI11111111111111111111u�,��IIIIIIIIIIIIIIIII 11111111 IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIS\� IIIIIIIIIIIS G III W Board Agenda Item Submittal xII-B Requested By: Scott D Anderson Entered By: Scott D Anderson Agenda Item Title: Resolution 2007- ,Adopting the Fiscal 2007(May 1,2007 through December 31,2007)Budget for the Village f Buffalo Grove Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 0 Consent Agenda 03/13/2007 03/19/2007 Regular Agenda Finance&GS 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 NO funds? Additional Notes regarding Expenditures: Type the body of the cover memo here. Requests cannot be submitted if this field is blank. Attached, please find a Resolution for consideration by the President and Board of Trustees formally adopting the Village's FY 2007 Budget. The Budget was presented to the President and Board of Trustees on Monday, March 5, 2007 as part of the Regular Meeting of that evening. All Village Board comments were documented and distributed for subsequent follow up by the respective department. Three pages have been updated, and included, to reflect tax receipts received in March. At this time the document is in its final version. Remaining steps in the FY 2007 budget cycle are as follows: March 22, 2007 -Publish legal notice re: Public Hearing on FY 2007 Appropriation Ordinance April 2, 2007 Appropriation Ordinance Public Hearing and adoption of Ordinance. The adoption of the Appropriation Ordinance will complete the budget development cycle for the fiscal period. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files budgek_r.pdf Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: TO: William H.Brimm / FROM: Scott D.Anderson --- DATE: March 13,2007 ' `_ SUBJECT: FY 2007 Budget Adoption Attached, please find a Resolution for consideration by the President and Board of Trustees formally adopting the Village's FY 2007 Budget. The Budget was presented to the President and Board of Trustees on Monday,March 5,2007 as part of the Regular Meeting of that evening. All Village Board comments were documented and distributed for subsequent follow up by the respective department.Three pages have been updated,and included,to reflect tax receipts received in March. At this time the document is in its final version. Remaining steps in the FY 2007 budget cycle are as follows: • March 22,2007-Publish legal notice re:Public Hearing on FY 2007 Appropriation Ordinance • April 2,2007 Appropriation Ordinance Public Hearing and adoption of Ordinance. The adoption of the Appropriation Ordinance will complete the budget development cycle for the fiscal period. RESOLUTION NO.2007- ADOPTING THE FISCAL 2007(MAY 1-DECEMBER 31,2007)BUDGET FOR THE VILLAGE OF BUFFALO GROVE WHEREAS,the Fiscal Year 2007 Budget has been prepared and submitted for the review and consideration by the President and Board of Trustees of the Village of Buffalo Grove;and WHEREAS,the review and consideration of the document occurred at the Regular Meeting of the President and Board of Trustees of March 5,2007;and WHEREAS,this Budget is intended to serve only as a transition document and fiscal performance measure for the period May 1,2007 through December 31,2007 in order to allow the Village to adopt a calendar fiscal year budget beginning January 1,2008;and WHEREAS,pending any final review of changes to,or supplemental reports on,various elements of the Budget content,the document can be considered for adoption. NOW,THEREFORE,BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF BUFFALO GROVE,COOK AND LAKE COUNTIES,ILLINOIS that: SECTION 1. The FY 2007 Budget of the Village of Buffalo Grove be adopted after consideratipn of any changes and reports as requested by the President and Board of Trustees up to and through March 19,2007. SECTION 2. Upon adoption of the Budget,authority is given to the Village`Manager to place the document in final form for distribution. AYES: NAYES: ABSENT: PASSED: .2007. APPROVED: .2007. Village President ATTEST: Village Clerk Board Agenda Item Submittal xIv A Requested By: Steven D Husak Entered By: Ghida Neukirch Agenda Item Title: Request for acceptance of lowest qualified bid from L-3 Communications, Mobile-Vision, Inc.for the Digital Mobile Video System for Police Vehicles. Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 03/08/2007 03/19/2007 0 Consent Agenda OVM Regular Agenda 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No 0 Yes No funds? Is this a budgeted item.? Projected total budget impact: $164,799 Additional Notes regarding Expenditures: Fiscal year end purchase request,as presented to the Village's Finance Committee in 2006. Type the body of the cover memo here. Requests cannot be submitted if this field is blank. On January 22, 2007, the Buffalo Grove President and Board of Trustees concurred with the Police Department's recommendation to go to bid to replace the in-car audio/video recording system. The Bid Notice was published in the Daily Herald newspaper on January 26, 2007. Some of the important components that we were looking for in a new digital video package involved a proven product with the primary system of downloading data via wireless technology, with little to no involvement from the officer, in an efficient manner, making it unnecessary for supervisors or officers to remove media from patrol vehicles. We were also looking for a proven recording system that utilizes flash memory rather than a hard disk drive. We have experience with Hard Drives in the squad car laptops and have experienced failures in the past, which we want to avoid. There are significant differences between a hard disk drive and a flash memory. A hard drive is a fairly heavy palm-sized device composed of several spinning platters and a roving head that reads data that has been magnetically imprinted on the platters. Flash memory refers to a memory chip about the size of a postage stamp, or smaller. The memory chip is solid-state, or has no moving parts and is therefore less likely to fail. It is virtually weightless, retains data without a power supply, is faster than a hard drive, does not generate significant heat, and requires little power. Aside from physical size, lack of moving parts, and weightlessness of flash memory, it is also more durable than a standard hard drive. Benefits of flash memory are so overwhelming that flash drives are slated to replace hard drives in the near future. The bid proposals were publicly opened and read on the due date of February 28, 2007. Seven bid proposals were received and a brief synopsis of them is listed below. RECOMMENDED—L-3 Communications —Mobile-Vision, Inc. - $164,799.05 (after $8,673.65 discount) This system meets all bid specifications and is considered the lowest qualified bidder. Specific advantages of this product include a centralized storage server, a unique case management module, and a DVD backup station that can archive video files. An interview with an area client of similar agency size (Mount Prospect P.D.), revealed complete satisfaction with the product. This includes the in-vehicle and in-house computer/storage equipment, as well as the wireless transfer system and overall service. They have outfitted their entire fleet with the system. EYE COM Corporation—Eve Dizital Recon Mobile DVR -Bid- $106,425.00 The bid package was very vague and did not include detail as to how it complied with the specifications. A brochure was included in the packet, but it did not include any additional detail. An interview with a current client (West Chicago P.D.)revealed that the system does not transfer video automatically and that there are user security issues. In addition, it appears that the vendor provides a regular computer for storage rather than a server as specified. An interview with another client (Hoffman Estates P.D.) , who is actually not a client as of yet and is only reviewing the product, revealed that they have two units in operation. They advised that wireless transfer is real time, which is unacceptable. Both clients report not having full fleet usage and wireless transfer by multiple vehicles is unproven. This system does not meet the bid specifications in the following sections: Installation— This was not included and would require Publics Works to install the units. 7a - Records to a hard disk drive 8f— Specifics regarding seamless transfer of information not listed 8g— Specifics regarding centralized storage server not listed (cost appears unreasonably low) 8i — Specifics regarding backup/archiving station not listed (cost appears unreasonably low) 8j — Specifics regarding digital video management system not listed Apollo Video Technology-Road Runner System-Bid- $147,783.00 This system does not meet the bid specifications in the following sections: 7a - Records to a hard disk drive 8f- The system is designed for in-demand wireless transfer only. The company does not recommend transferring all video to servers. 8g - The system does not use a centralized storage server 8i - The system does not have a backup-archiving station Inte-Tian—Dizital Patroller- $162,980.00 This system does not meet the bid specifications in the following sections: 7a - Records to a hard disk drive 8f- The system is designed for hard wire transfer, in which the squad car is plugged in at the police station. The company does not recommend wireless transfer. An interview with a current client(Elgin P.D.) indicated that Integrian's wireless transfer system did not work when they tried it. International Police Technolozies — Vision Hawk- $168,650.00 This company's bid was higher than the lowest qualified bidder. Coban Research and Technolozies, Inc. - $177,200.00 This company's bid was higher than the lowest qualified bidder. CDS Office Technolozies —Panasonic Touzhbook Arbitrator CP- $210,282.00 This company's bid was higher than the lowest qualified bidder. Based on system features, system service, reputation in the field, and price, it is the Police Department's recommendation to purchase the L-3 Communications Mobile—Vision system for 22 police vehicles not to exceed $165,000.00. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files I Digital Video Costs.xls M Digital Video Specifications.xls Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: +, o 0 0 0 0 0 0 y o 0 0 0 0 0 0 0 6 M o M o o N U N co co r— Lo o co (O N M a0 o O o 0 r- 0 r- - - — — — — — — N (f} (A (A (A (A (A (A N 0 0 C. C. C. 0 O ULnooNo tC o N r- L CO U U U U U U U C C C C C C - (ri ch O a 0 0 0 o 0 0 0 0 0 o v CD 0 0 0LO o CDLO CD co -O N CD La try co � N m CD � O N '� � M m(A (A N (f) (A (A (A (A (f} (f} � +_+ H O V N � U -a o -a -a -a o o O 0)i a) a) a) a) ... E O (h r- � � oo (D 0 4 y c tb c c c co co w► w w = O a1 E O o o 0 0 0 0 0 U = o U D D o ---t o o O ► C1 i Lo Lo o LO CV) (A o y M r- M rn o O a LO N — o 4►► L N y N N M N O O = N Ef3 EA EA EA EA w O . a Cl to N0000000 oao = � 000ao I-- - (0 C = � co � rnLno � aoSrimm o _ N M — N N N M O a•tV — — — — — — � (A EA EA EA EA EA (a N L as � o = a a cm tc roc, o tv 0 c 4 o o U � 'L O N W s, O y coi CL H M RJ w Q J a U U 2222222 ®2222222 22222222 @ § § § § § § § A — — — — — g E \ \ o \ ƒ � 2 § \ U) k / zC \ $ 2 N _ 7 I ba Z ~ ~ cv) m � \ � CO 2 \ \ 2 2 2 2 o co > ° \ ° \ \ \ \ 0 § � \ � 0 ° a CL � M — — — — — — — I U § ::::::: § _ ._ ._ CL 2222222 0 CL ° 2 Cl) % § � 2 0 ® 000 = oo = Cl) > > > % > > % & o o o O o o GIIIEIIEEL k / � k � o � 2 a a u � o ■ ' � E' = o > c § 2 2 tm h § 0So20 > cCL ■ 2 w o 7 / 2 co2 > wQS -i Board Agenda Item Submittal xIv B Requested By: Robert M Whalen Entered By: William H Brimm Agenda Item Title: Authorization to Purchase With Waiver of Bidding-Central Garage Fleet Vehicles Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 03/05/2007 03/19/2007 0 Consent Agenda PW Regular Agenda 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No Yes 0 No funds? Is this a budgeted item.? Projected total budget impact: $101,793 Additional Notes regarding Expenditures: Funds for all recommended replacement vehicles on hand with Village's Reserve for Capital Replacement. Squad Cars-$61,689;Ford Ranger-$18,036; Ford Explorer-$229069 Type the body of the cover memo here. Requests cannot be submitted if this field is blank. The following recommendations,to consider the purchase of replacement vehicles within the Village's fleet, require consideration of a waiver of bidding as would be suggested by the Village's Municipal Code, consistent with purchasing practices. A bid waiver is requested in that the vehicles can be acquired through cooperative purchasing programs as noted within the individual recommendations. Police Cruiser Replacement: The Police Department is requesting the purchase of three Ford Crown Victoria P71 police package squad cars to replace a similar number of vehicles scheduled for replacement through rotation. This acquisition would be a joint purchase from the State of Illinois Department of Central Management Services, under contract #4013240. The units scheduled for replacement are 714,716 and 721. The Ford Crown Victoria is still the best suited unit for use as the standard type vehicle for our patrol operations as determined by both Police and Central Garage staff. The unit price for the vehicles,including options as requested, will not exceed$20,563/each for a total price, not to exceed,of$61,689;there is more than sufficient funds on hand within the Village's Reserve for Capital Replacement to provide for this purchase. Pickup Truck Replacement: The Central Garage staff is requesting the purchase of a Ford Ranger XL Supercab 4x4 pickup truck to replace Unit 748 which is a 1996 Ford Ranger XL pickup truck. This purchase would be coordinated through the Suburban Purchasing Cooperative, a joint initiative of the metropolitan councils of government with the contract authorized dealer, Currie Motors located in Frankfort,Illinois. The contract price is in an amount not to exceed $18,035 and sufficient funds are on hand within the Village's Reserve for Capital Replacement to provide for this purchase. This vehicle is part of the scheduled replacement program for FY 2006-2007 and delivery is expected before May 1,2007. Engineering eering Inspection Vehicle: The Central Garage staff also requests authorization to purchase a 2007 Ford Explorer XLT four-door vehicle to replace Unit 411, a 1997 Chevrolet Blazer which has been identified for replacement as part of the FY 2006-2007 rotation program. This vehicle will be assigned to the Engineering Services division for field use by the staff inspectors. As with the Ford Ranger,this purchase would likewise be coordinated through the Suburban Purchasing Cooperative,with the contract authorized dealer Currie Motors of Frankfort,Illinois. The contract price is in an amount not to exceed $22,069 and sufficient funds are on hand within the Village's Reserve for Capital Replacement to provide for this purchase. This vehicle is part of the scheduled replacement program for FY 2006-2007 and delivery is expected after May 1,2007. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: Board Agenda Item Submittal xIv C Requested By: Daniel Pearson Entered By: Daniel Pearson Agenda Item Title: Award of Bid to DB Integrated Systems for the Fire Station Alerting Upgrades-Stations 25,26 and 27 Including Fire Administration Building Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 0 Consent Agenda 03/07/2007 03/19/2007 Regular Agenda Fire 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No Yes 0 No funds? Is this a budgeted item.? Projected total budget impact: $69,411 Additional Notes regarding Expenditures: Purchase authorized by Finance Committee as part of FY 2006-2007 year end technology acquisition program. Type the body of the cover memo here. Requests cannot be submitted if this field is blank. The attached bid document is presented as part of the staff recommendation to award the bid for the station alerting upgrades to Stations 25, 26, 27 and the Administrative offices;the Village Board authorized bidding for this project on February 20,2007. This project was identified early in the budget process as a critical project covering our antiquated audio systems in each of our buildings that provides us with the notification of our emergency calls from our dispatch center-Northwest Central Dispatch. In the process of moving to the 800 Mhz radio system with Northwest Central Dispatch some years back,the quality of our alerting systems was not up to par with a digital radio environment. In addition,technology advances in audio systems warrant replacing the components in alignment with the new digital radio system and our new CAD system. To date we have literally provided band-aid solutions in keeping our current equipment running and it truly has affects on day-to-day operations and safety. On February 26, 2007 we conducted a mandatory pre-bid meeting with eight contractors that expressed an interest in bidding on the project. The contractors that expressed an interest are as follows: DB Integrated Systems, 1621 Carboy Rd. Arlington Heights, IL 60005 Interstate Electronics, 600 Joliet Rd.Willowbrook, IL 60527 Sound Inc., 1550 Shore Dr. Naperville,IL 60653 Advent Systems, 435 West Fullerton Ave. Elmhurst, IL 60126 Video and Sound Inc.,40 West Lake St.Northlake, IL 60164 Renaissance Sound, 3509 Martens St. Franklin Park, IL 60131 Chicago Communications, 200 Spangler Dr. Elmhurst, IL 60126 Radicom, 2604 N. Chapel Hill Rd. McHenry, IL 60051 The bid opening was completed on March 13, 2007 @ 2 p.m. and we had three contractors submit proposals for this project. DB Integrated Systems,Arlington Heights, IL $59,411.32 Renaissance Sound, Franklin Park, IL $62,960.00 Interstate Electronics,Willowbrook, IL $69,950.00 The following table expresses individual contractor's compliance with the project specifications DB Integrated Renaissance Interstate Exceptions Systems Communications Systems, Electronics Inc. Company Bid Proposal Bid Proposal Bid Proposal $59,411.32 $62,960.00 $69,950.00 Wiring for speakers NEW NEW Use Existing Wire Omni Directional Speakers NO NO NO Technical Data Sheets YES YES NO Installation Time 42 Days 30 Days 90 Days Frame Detailed List of YES YES NO Equipment Volume Controls with YES YES NO Kill Switch Dual Amplifiers NO YES YES Substituting with a dual output am Dual Speakers YES YES YES Letter of agreement Priority Over-ride for YES main radio Frequency Letter of agreement YES YES We contacted DB Integrated Systems and Renaissance Communications Systems,Inc. on 3/14/07 for clarification on each of their bid proposals to better understand equipment specified. During our conversation with DB Integrated Systems they agreed to provide a dual speaker system and a priority over-ride system for the alerting system at no extra charge. This has been provided by a letter of agreement that was addressed to Lt. Postma on March 14, 2007. After reviewing the three proposals we feel that DB Integrated Systems has met the intent of the project specifications. We feel confident that DB Integrated Systems will provide the Buffalo Grove Fire Department with a quality sound system that will enhance our operational objective outlined at the beginning of this project. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files r D 0 C031407.pdf Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: VILLAGE OF BUFFALO GROVE Fitly Rapp Blvd. Bulfato Grove,H.60089.2100 Phone 847-459-2500 Fax 847-459.0332 To. President and Board of Trustees From: Jane Olson Subject: Bid Opening - Proposal for Design and Installation of Fire Department Sound Systems Date: March 13, 2007 On March 13, 2007 at the Village of Buffalo Grove Village Hall, 50 Roupp Boulevard, the bid opening was held reference the above stated bid. The following people were in attendance: Tina Wicker, db Integrated Systems; David Maude, Renaissance Communications; D/C Daniel Pearson; Jane Olson, Deputy Village Clerk. Bidder Bid db Integrated Systems $59,411.32 1621.Carboy Road Arlington.heights, IL 60005 Renaissance Communications Systems $62,960.00 3609 Martens Street Franklin Park, IL 60131 Interstate Electronics Co. $69,950.00 600 Joliet Road Willowbrook, IL 60527 Bids will be reviewed and a recommendation will be forthcoming. Jane Olson, Deputy Village Clerk BID NOTICE The Village of Buffalo Grove e dell en be ecnd tlnnafild4s tion of dispatch and radio MO "art irv., Systems CERTIFICATE OF PUBLICATION for three i3f Vlflope of Bul- Faro Administration Ire Lion nsand Fire AdlVeIv ra,Fir Center. (cotlecllveSy "Fire Sto- tt Bids)will be rec Ived on or Paddock Publications, Inc. before but norrafar than 1400 hours(2:00 PM)Mrrch 13,M7 at the Office of the Clerk 50 Roupp Boulevard, Buffalo dFul Grove. Illinois, Daily Hera60DB9. Bids will be openedand ole y iy read aloud imp mediate y envelopes r.o ld Sealed envefapes or sack- ages containing the Prom- OeDSDPOSAU FR marked AN INSTALLATION OF FIRE DEPARTMENT SOUND $BiidamPackets coniolnlnQ detailed specification pro aria Corporation organized and existing under and by. virtue of the laws of the State of Illinois, deta it a spants if the pn aria for bid purposes, may ae picked up1feoT O0.S gporime T Grove FF DOES HEREBY CERTIFY that it is the publisher of the DAILY HERALD. Headr�uarters, 1 1 Hto land Grove Drlye, Batra That said DAILY HERALD is a secular newspaper and has been circulated daily in the Grove,at B A.M.an FEbru- ary 2',2007. Pre-bid meal• ings w11y1 11e conducted an mneetina w 'be field ce° Village(s) o€ Algonquin, Arlington Heights, Barrington, Barrington Hills, Buffalo Grove Flr I Depart. Lake Barrington, North Barrin ton, South Barrin ton, Bartlett, Batavia, Buffalo Grove, meat Headquarters, 1051 Highland Grove Drive,Buf- falo Grave. This time has Burlin been t sldo f c gton, Carpentersville, Cary, Deer Park, Des Plaines, South Elgin, East Dundee, se aor Eah -- -" contraclor to walk through Fire Sn type Too h I the � � � �s see can. ton trucl typ Elburn Ellin, Elk Grove Village, Fox Lake Fox River Grove,Geneva, Gilberts,Grayslake, selp n bid prUcess and alien dance of the pre-bid meeting is , am mandatory. Gurnee H shire+Hainesville Hanover Park Hawthorn Woods,Hoffman Estates, Huntley, The Village Of Buffalo e[eci till bids for failure to Inverness,Island Lake,Kildeer,Lake Villa,Lake in the Hills,Lake Zurich,Libertyville, COMMy with the require- of he of this notice or any Lincolnshire, Lindenhurst, Long Grove, Mt. Prospect, Mundelein, Palatine, meat bid his n i Lice or and bid summary documents; howeverIt may waive any minor dilects.soretion infor al. Prospect Heights, Rolling Meadows, Schaumburg, Sleep Hollow, St. Charles, Streamwood, The Vlllogeof BunaloGrove fur• that reserves the to award a contract which,to Tower Lakes Vernon Hills+ +Volo Wauconda+ i2 Wheelingp+West Dundee Wildwood Green Oaks Its iudimenf Is in the best — - — Int res of the Village of fluffolo Grove. All quest om about the moaning or nlent of the Bid Packets are to be directed to the owner's representative, Fire Deportment Deputy i McHenry Chief Dan Pearson via e- County(ies) of Cook' L Kane, ake, malt al dpearson f2vbg.or4. Inlerprelatlons or clarifica- dv the gwnerrIF,FesaonSe to and State of Illinois, continuously for more than one year prior to the date of the first such qquostlons wl ll be issued b AUd<nd0 e•malled to ail ETd Pockets holders of publication of the notice hereinafter referred to and is of general circulation throughout said record. Malo0r°veFire g { ) County(ies) and State. Deppnrfmanl Administrative Villa e g , Offlees&Station 4o[afions Buffalo Grave Fire Depart- ment AdrrririlstrativeOFiices Buffalo r Grove, Grove Drive I further certify that the DAILY HERALD is a newspaper as defined in "an Act to revise Buffalo Grove,1 L 60089 Buffalo Grave Fire Deport. meet Station ta io ndae Rood the law in relation to notices" as amended in 1992 Illinois Compiled Statutes, Chapter 715, 505 Wes'i5foloGrove,ILMM Buffo?Grave Flre Depart. Act 5, Section I and 5. That a notice of which the annexed printed slip is a true copy, was ment Stalton 26 BuffatoGrove.Deerfield 89Way published February 24, 2W7 _ in said DAILY HERALD. Buffalo Gran Fire Depart- ment Station 7T 100 West Halt Day Road Futo4r0O otfye,1L60069 IN WITNESS WHEREOF, the undersigned, the said PADDOCK PUBLICATIONS, Inc., 13 February 2007 Published In Daily Herald Febri�aBQy_24�2007 has caused this certificate to be signed by, this authorized agent, at Arlington Heights, 2Z Illinois. PADDOCK PUBLICATIONS, INC. DAILY HERALD NEWSPAPERS BY Authorized Agent Control # T3889227 VILLAGE OF ' BUFFALO GROVE Fire Department 1051 Highland Grove Drive Buffalo Grove,IL 60089-7026 Prone 847-537-0995 Fax 847-537-7370 Timothy E.Sashko Fire Chief MEMORANDUM DKP0205 TO: Chief T.E. Sashko FROM: Deputy Chief Daniel K. Pearson DATE: March 14, 2007 SUBJECT: Proposal for Design and Installation of Fire Department Sound System This project was identified early in the budget process as a critical project covering our antiquated audio systems in each of our buildings that provides us with the notification of our emergency calls from our dispatch center-Northwest Central Dispatch. In the process of moving to the 800 Mhz radio system with Northwest Central Dispatch some years back,the quality of our alerting systems was not up to par with a digital radio environment. In addition,technology advances in audio systems warrant replacing the components in alignment with the new digital radio system and our new CAD system. To date we have literally provided band-aid solutions in keeping our current equipment running and it truly has affects on day-to-day operations and safety. On February 26,2007 we conducted a mandatory pre-bid meeting with eight contractors that expressed an interest in bidding on the project. The contractors that expressed an interest are as follows: DB Integrated Systems, 1621 Carboy Rd.Arlington Heights,IL 60005 Interstate Electronics, 600 Joliet Rd. Willowbrook,IL 60527 Sound Inc., 1550 Shore Dr.Naperville,IL 60653 Advent Systems,435 West Fullerton Ave.Elmhurst,IL 60126 Video and Sound Inc.,40 West Lake St.Northlake,IL 60164 Renaissance Sound, 3509 Martens St. Franklin Park, IL 60131 Chicago Communications, 200 Spangler Dr. Elmhurst, IL 60126 Radicom, 2604 N. Chapel Hill Rd. McHenry, IL 60051 The bid opening was completed on March 13,2007 @a 2 p.m. and we had three contractors submit proposals for this project. DB Integrated Systems, Arlington Heights, IL $59,411.32 Renaissance Sound, Franklin Park, IL $62,960.00 Interstate Electronics, Willowbrook, IL $69,950.00 CLp,SS 2 CpMM !SC 2 CLASS The following table expresses individual contractor's compliance with the pK9ject s ecifications DB Integrated Renaissance Interstate Exceptions Systems Communications Systems, Electronics Inc. Company Bid Proposal Bid Proposal Bid Proposal $59,411.32 $62,960.00 $69,950.00 Wiring for speakers NEW NEW Use Existing Wire Omni Directional Speakers NO NO NO Technical Data Sheets YES YES NO Installation Time 42 Days 30 Days 90 Days Frame Detailed List of YES YES NO Equipment Volume Controls with YES YES NO Kill Switch Dual Amplifiers NO YES YES Substituting with a dual output am Dual Speakers YES YES YES Letter of agreement Priority Over-ride for YES main radio Frequency Letter of agreement YES YES We contacted DB Integrated Systems and Renaissance Communications Systems, Inc. on 3/14/07 for clarification on each of their bid proposals to better understand equipment specified. During our conversation with DB Integrated Systems they agreed to provide a dual speaker system and a priority over-ride system for the alerting system at no extra charge. This has been provided by a letter of agreement that was addressed to Lt. Postma on March 14, 2007. After reviewing the three proposals we feel that DB Integrated Systems has met the intent of the project specifications. We feel confident that DB Integrated Systems will provide the Buffalo Grove Fire Department with a quality sound system that will enhance our operational objective outlined at the beginning of this project. VILLAGE OF BUFFALO GROVE BID PROPOSAL FOR DESIGN AND INSTALLATION OF SOUND SYSTEMS AT BUFFALO GROVE FIRE STATIONS BID SUMMARY Calendar days to completion 42 days .....................�..•r•rrr.rrr••.•r•rrrr....r....rr.rr.r.r.rrr.r.r• BID AMOUNT Total Bid $ 59,411 . 32 Option A for the Baffling or Sound Absorbing Materials $ 0 . 00 ADDENDUMS We acknowledge receipt, understanding, and full Incorporation of the following addenda: Addendum Number: n/a Dated: Addendum Number: n/a Dated: SUBMITTED BY: db Integrated_ Systems,_ LLC COMPANY NAME 1621 Carboy_Road STREET ADDRESS Arlington Heights, IL 60005 _ CITE(, STAT P CODE (jg,L4,6qf Tina Wicker HORIZED OFFICIAL SIGNATURE March 13 , 2007 DATE INTEGRATED SYSTEMS PERFORMANCE AUDIO VtDEQ SYSTEMS Mr. Doug Postma Village of Buffalo Grove Fire Department 1051 Highland Grove Dr. Buffalo Grove, Illinois 60089 March 14, 2007 Mr. Postma, Per our conversation earlier today, db Integrated Systems shall provide and install a dual speaker system for each of the three Fire Stations (station 25, 26 and 27). In addition, a head-end mixing system with a priority over-ride input will be provided. The changes outlined above will not result in a price increase to our proposal submitted on March 13, 2007. Please feel free to contact me with any questions or concerns regarding this project. We look forward to meeting with you in the very near future. Thank you, James K. Wicker db Integrated Systems 1621 Carboy Rd. Arlington Heights, IL. 60005 P: 847-709-1919 F: 847-709-1928 C: 847-217-3836 www.dbintegratedsystems.com - 1 - 1621 CARBOY RD.- ARLINGTON HEIGHTS,IL.60005 P:847.709.1919-F:847.709.1928 WWW,DSINTEGRATEDSYSTEMS.COM 03-13-07 10:01am From-Ralph Wainer & Associates +18474861414 T-898 P-001/001 F-240 AL UtC , L;I=K11FIUA1 h Uw LIAt$11,11 V INtiUKANt;t 1 12/,12/2006. PRODUCER (847)465-1212 FAX (847)465-1414 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION RALPH WEINER & ASSOCUTES L LIr ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CAPXTOL COMMERCE CENTER HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALT01 THE COVERAGE AFFORDED BY THE POLICIES HEI,OIN. 9600 CAPITOL, DRIVE WHEELING, IL 60090•-7200 INSURERS AFFORDING COVERAGE NAIC# INSUP.ED DR Integrated Systems LLC INSURERA: Allied Insurance 00035 1621 Carboy lane INSUR&R 5: Arlington Heights, IL 60005 INSURERC; INSUREI13: INSURER E; COVERAGIjIS THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN W Si,11340T TO ALL THE TERMS,EXCLUSIONS AND CONOiTIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN RI DUC1rD BY PAID CLAIMS, NOR DD' T-YPS OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIUN LIMITS —11Y• OENERALLIABILITY ACPRPF7102427912 11/15/2005 11/15/2007 FAQI.IaccuRRDNca 3 1.000,00 x COMMERCIAL GFNCRAL LIABILITY DAMAGE TO RENTED 100001 RRFWnR R IFa nnr„IFa nrr„ �' , CLAIMS MADE 1XI OCCUR MED EXP(Any ona porsun). $ 5,00M A PFRSONAL&ADV INJURY $ 1 000 Q CENERAI,AGGREGATES - 2,000,00( GRN'LAGGREGATf=LI MIT APPLIES PER: PROGUCT8-COMNOPAGG $ 21000.00 X1 POLICY f7 JEC M LOD AUTOMDBILELIABILITY ACPHAP7102427912 11/15/2006 ll/1S/2007 COMBINED SINGI.ELIMIT X ANY AUTO (eG GGGIdon1) 1,000,000 ALL 4WNRQ AUTOS BODILY INJURY � A X SCHEDULED AUTOS IParperson) X HIRED AUTOS BODILY INJURY INJURY NON-OW NED AUTOS (Per Baddonl) H0ir'd Physical Dam PROPERTY DAMAGE X � (Par avoldani) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO to ACC $ OTI'IER THAN AUTO ONLY: AGG $ RXCFSSfUMBRELLA LIABILITY ACPCCA7i02427912 11/1 S/X006 11/15/2007 EACH OCCURRENCE $ 51.000•100 X OCCUR �CLAIMS MACH AGGREGATR $ 51000,000 A r Cf<dUCT1t3LE � RETENTION $ $ WORKRR$COMPPOSATIONAND ACPWCP7102427912 11/15/2006 11/1,5/2007 K WC5TA u- OTH- EMPLOYERS'LIABILITY F.L.EACH ACCItlEN'f $ 500.000 A OFFIOHRIMIIIANY IMk RR PYCLUDEP7 ECUTNE Ify aa,geacrloo uncle/ E,L•DISEASE-EAEtull'LOYE $ 5(}(),00 SPECIAL PROVISIONS balaw E,L,OISEASP.-POLICY LIMIT 5 4YHRR PEL CRIPTION OF OPRRATIONS/LOCATIONS!VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PRQVI9ICNa QV11TIFICATE HOLDERCANCELLATION SHOULD ANY OR THB ABOVE DESCRIBED POLICIES SR CANCELLED REFORF THE EXPIRATION DATE THEREOF,THe ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLOgR NAMED TO THE LEFT, BUT FAIWRr TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OP ANY KIND UPON THE INSURER,ITS AGENTS OR REPRE5ENTATIVR6, General Certificate AUTHORIZED REPRESENTATIVI; ChALW WC1PxE0. Lam. ACORD 25(2001/00) CACORD CORPORATION 1988 VILLAGE OF BUFFALO GROVE Bidder om lies FIRE STATION SOUND SYSTEMS C _ Yes No General Information The current sound systems at the three(3)Buffalo Grove Fire Stations and Fire Administration Center(collectively"Fire Stations") are aging and need to be replaced.These specifications are intended to describe the general design and requirements of replacement systems for the stations. These major criteria will be considered in evaluating bid proposals and to establish which proposal best meets the need of the Village of Buffalo Grove Fire Department. The project will include engineering, designing and installing an integrated sound system at each of three Village of Buffalo Grove Fire Stations and the Fire Administration Center.These sound systems must be designed and constructed to provide reliable service for emergency alerting, radio monitoring, backup emergency dispatch and phone paging. The systems are to provide maximum clarity at low volume throughout all areas of the stations including offices, living quarters, maintenance area and apparatus. All materials for the sound systems are to be provided and Installed by the bidder.All material must be new, from reputable manufacturers.All material listed on the proposal must be provided and installed by the contractor.All electrical materials used for the systems must be UL listed. Each bidder must provide proof of liability insurance equal to or exceeding$1,000,000.00.This documentation will be provided as part of the proposal. Sealed envelopes or packages containing the proposal shall be marked"PROPOSAL FOR D SI N AND INSTALLATION OF FIRE EPART NT SOUND SYSTEMS." Bids will be received on or before but not later than 1400 hours(2:00 PM)March 13,2007 at the Office of the Clerk, 50 Raupp Boulevard, Buffalo Grove, Illinois,eboeq. Bids will be opened and publicly read aloud immediately thereafter. No bid shall be withdrawn after the opening of the bids with out the consent of the Village of Buffalo Grove for a period of thirty(30)days after the scheduled time for closing bids. Each bid must be accompanied by a detailed list of equipment that is to be used in the installation. Quantities of each listed item must also be provided. A detailed summary of speaker type and location as well as any recommended sound baffling must be provided. Some items have been chosen by brand name and model. These items have been recommended by other fire departments because of their success with these products. Bidders may specify other brands or models if they can demonstrate comparable quality. The intent of this project is to provide a well engineered, balanced sound system for reliable dispatch and emergency radio monitoring.The Village of Buffalo Grove reserves the right to make a final decision of an item as"comparable or better." PRICES AND PAYMENTS The bid price small include all materials and costs to design and install three(3)complete sound systems at the Fire Stations. Total price on the proposal must include all items listed in these specifications or be listed as an extra cost item. Bidder will compute all prices less state taxes.The Village of Buffalo Grove will provide the contractor with documentation of tax exempt status. Contractor shall comply with the requirements of the Illinois Prevailing Wage Act. 1 VILLAGE OF BUFFALO GROVE Bidder FIRE STATION SOUND SYSTEMS __ Yes No PRICES AND PAYMENTS(continued) Upon final completion and acceptance of the work, Owner shall pay Contractor the Contract Sum in accordance with the Illinois Prompt Payment Act. Final completion shall be defined as when all work has been completed and approved by the Owner. BID EVALUATION Bids received will be evaluated by the Village of Buffalo Grove.This evaluation will be based at a minimum on the following criteria; t. Commitment for expedient delivery. 2. Commitment to the general conditions contained herein, including warranty. 3. Completeness of the proposal. i.e. the degree which it responds to all requirements and requests for information contained herein. 4. Design and installation schedule. 5. Contractor's demonstrated capabilities and qualifications EXCEPTIONS TO SPECIFICATIONS Exceptions will be referenced'by the item name and page where the item appears. Detailed technical information must be provided of the specification exception.Any exceptions may be considered during the evaluation process and the decision will be final. TECHNICAL.INFORMATION Bidder will provide technical data on engineering and all components of system as requested to demonstrate compliance with the intent of these specifications. INSTALLATION TIME Each bidder will state the completed installation time based on the number of calendar days, started from the date the contract Is signed and accepted by the contractor. PERFORMANCE AND PAYMENT BONDS At time of execution of the contract the contractor shall provide the Village of Buffalo Grove a performance bond and payment bond In the amount of the contract. MATERIAL.AND WORKMANSHIP All materials shall be guaranteed to be new and of current manufacture,to meet all requirements of these specifications and intended use at time of delivery.All workmanship will be of high quality and accomplished in a professional manner so as to insure a neat appearance and a functional system upon completion. 2 VILLAGE OF BUFFALO GROVE Bidder Complies FIRE STATION SOUND SYSTEMS Yes No WARRANTY The installer shall warranty installation and operation for a period of not less than one(1)year. Components shall be warranted by the Installer for a period of not less than one(1) or for the duration warranted by the manufacturer whichever is longer from the date the sound systems are accepted by the Village of Buffalo Grove. CONTRACT AWARD The Village of Buffalo Grove reserves the right to reject any or all bids deemed to be unresponsive. The Village of Buffalo Grove also reserves the right to waive any informalities, irregularities and technicalities in procedure.The Village of Buffalo Grove reserves the right, before awarding the contract,to require a bidder to submit evidence of his qualifications as may be deemed necessary. Documentation that may be required includes financial soundness, technical competency, and other pertinent qualifications of a bidder Including past performance with the Village of Buffalo Grove. Upon award of the contract,the contract will be between the Village of Buffalo Grove and the contractor. At time of execution of the contract the contractor shall provide the Village of Buffalo Grove a performance bond and payment bond in the amount of the contract. PRE DESIGN VISIT$ Mandatory pre-bid meetings will be held at the Buffalo Grove Fire Department Headquarters located at 1051 Highland Grove Drive, Buffalo Grove, IL 60089. Pre-bid meetings will be held on February 26,2007 at either 10 A.M, or 1 P.M. Contact Deputy Chief Daniel Pearson at(847)537- 0985. MAINTANCE OF ALERTING SYSTEM The contractor must maintain an operating alerting system during Installation. At no time is there to be a gap in alerting capability at the Fire Stations. REMOVAL OF EXISTING EQUIPMENT The contractor shall remove all speakers, wire, cable, connectors and brackets from the stations before completion of the contract.Amplifiers and controls shall be removed and left with the Village of Buffalo Grove Fire Department. COMPLETION The project at each station will not be deemed complete until all inputs are attached, all speakers are operational and complete testing of each system is completed and the sound levels are acceptable to key Village of Buffalo Grove Fire Department Fire Chief and Deputy Fire Chief. At the completion of the project a small group of Village of Buffalo Grove Fire Department personnel shall receive an overview of operation and familiarization of all equipment used and the operation of each system. 3 VILLAGE OF BUFFALO GROVE Bidder Complies FIRE STATION SOUND SYSTEMS Yes No Primary System: Two separate 70 volt sound systems will be provided at each station. The system shall be NFPA 1221 compliant audio system for Fire Stations.The primary system will consist of inputs from the following: • Phone system for in house paging 0 800 MhZ radio monitoring • VHF radio for Fire North Dispatch • VHF radio for INFERN Dispatch VHF radio for Red Center Dispatch • Audio Input for tone generator capable of producing sounds from varlous computer files This 70 volt sound system must produce the highest quality, intelligible sound for both voice and a full range of sound, The audio must be understandable in all settings present in fire stations including office environment,work areas, living areas and high ambient noise areas. A variety of speaker types may be used to achieve appropriate sound quality in all areas.An adequate number of amplifiers,mixers and balance transformers and attenuators shall be provided to accomplish the purpose of the system. The primary sound system will be divided into at least two zones with a third zone for administrative offices at Station 26 only.Zone 1(one)shall be the fire station living quarters,Zone 2(two)shall be the apparatus floor and any other open ceiling area,Zone 3(three)shall be the administrative offices. (Station 26 only) There shall be no volume controls on the speakers in the living areas,work areas or apparatus floor. Each office area will have a volume control,on the wall or at the speaker, for the prlmary system speakers in that office. BACK-UP SOUND SYSTEM The back up alert system will have the ability to receive at least 6 separate Inputs from the following: 800 Mhz radio • Audio input for tone generator capable of producing sounds from various computer files Balance of inputs will remain available for backup in case of failure of primary system. The 70 Volt sound system shall provide clear audible sound for both voice and a wide variety of sounds. The back-up alert system may be composed of fewer speakers,with slightly higher volume levels than the primary system,without compromising the ability to understand the voice and sound generated.An adequate number of amplifiers, mixers and balance transformers shall be provided to accomplish the purpose of the system. The back-up alert system will be divided into at least two zones with a third zone for administrative offices at Station 26 only. Zone 1(one)shall be the fire station living quarters,Zone 2(two)shall be the apparatus floor and any other open ceiling area,Zone 3(three)shall be the administrative offices. (Station 26 only) There shall be no volume controls on the speakers In the living areas,work areas or apparatus floor. Each office area will have a volume control or shut-off on the wall,or at the speaker for the back-up alert system in that office. 4 VILLAGE OF BUFFALO GROVE Bidder FIRE STATION SOUND SYSTEMS Complies ------.--_....._....._-......_......_..._._.___ �.---_--._..... Yes No Cabinets: Existing cabinets will be used to rack mount equipment and control cabling and connections. Amplifiers: Two amplifiers shall be provided for each station one for the primary system and one for the back-up system.Amplifiers shall be of adequate power capacity and Input channels to support the operation of the system Speakers: All speakers provided for finished ceiling areas shall be boxed back type speakers and can be 12"X 24"or 24"X 24" lay in speakers. Wall mount speakers shall have brackets for mounting and adjusting.These speakers are to be used in open ceiling areas where wall mount speakers are required. Speakers in open ceiling areas with high floor to speaker distance$shall be of an omni- directional type with a 180 degree vertical and 360 degree horizontal coverage pattern capable of producing full frequency range sound.The volume shall be adjusted to produce clear sound In high ambient noise environment. Baffling or Sound Absorbing Materials: Baffling or the installation of sound absorbing panels will be considered In large open space areas,such as, but without limitation, the apparatus floor area, if required to improve sound quality. Bidders will include as an Option A on the Bid Proposal form the cost of installation and materials for baffling or sound absorbing materials. Bidders shall supply an explanation of what materials will be used and the location(s)of the installation(s).The Village reserves the right to accept or reject Option A. Wiring: All wiring will be done with 2(two)conductor,fully shielded with drain wire, PVC jacketed cable. All connections shall be made with a minimum of 18 gauge wire.Any tong run or high draw zone will require greater wire gauge and must be used in accordance with component manufacturer's recommendation. The primary and back-up systems shall be wired entirely in a single color cable.All wiring shall be run in bridle rings and beam clamps with a maximum spacing of 4 (four)feet between rings. Existing bridle rings may be utilized.Wiring In all areas where wire will be exposed shall be protected with conduit. Wire shall be shielded and will not interfere with wireless computer network located at each station. Power: 110 volt AC power will be supplied by the Village of Buffalo Grove Fire Department at the point of service. The system must include an Uninterruptible Power Supply of a capacity great enough to operate the system for 30(thirty) minutes In the event of power failure. All components shall be protected from power surges by Ut-approved surge suppressors. 5 VILLAGE OF BUFFALO GROVE Complies FIRE STATION SOUND SYSTEMS Yes No Preferred Equipment List This is a list of equipment chosen by the Village of Buffalo Grove as recommended to us by other fire departments or by personal research. This equipment may be substituted if the bidder can demonstrate comparable quality and dependability of alternate products. Technical data must be supplied regarding any exceptions to this list. Amplifier QSC—Pro Audio Amplifiers w170 volt output.Adequate power and channels for system Mixer Behringer, Ultralink Pro Mixer (to mix the 800 alerting, Fire North Alerting, INFERN alerting and Station Overhead paging)#MX882 UPS Tripplite 1400 VA, 940 Watt UPS #BCPRO1400 Speakers Quam#C10X/B70/TR,w/ERDBTR back box. 12"x 24" Drop4n Ceiling Speaker, made to drop into acoustical ceiling track. These are for drop-in ceiling areas. Quam#C5/B70MP, WERDB-1ST back box and SSB-2 Support. 8"white ceiling speaker. These are for dry walled ceiling areas. Quam#FM4x1/70/black. Wall speaker w/Mounting bracket. These are for the Apparatus Bay walls and any other areas where the ceiling is unfinished and wall mounting is desired. Soundsphere#110B-B-Black w4th/TX30 transformer and 110HK bracket installed by factory. Soundsphere Ceiling Speaker. Soundsphere's are installed in the high ceiling space of the Apparatus Room) Quam#QC10. Ten step attenustor/volume control. 6 VILLAGE OF BUFFALO GROVE PUBLIC CONTRACTS The Village of Buffalo Grove is required to represent and obtain certain information in the ,administration of awarding of public contracts. Please review the following information, which should be executed, notarized and submitted along with the bid and it shall be a requirement in the award of this contract, CERTIFICATION OF CONTRACTORIBIDDER The Village of Buffalo Grove requires that the following certification be acknowledged: The below signed bidder/contractor hereby certifies that it Is not barred from bidding or supplying any goods, services or construction let by the Village of Buffalo Grove with or without bid, due to any violation of either Section 5133 E-3 or Fl33 E-4 of Article 33E, Public Contracts, of chapter 720 of the Illinois Compiled Statues (Illinois Criminal Code of 1961), as amended. This act relates to interference with public contracting, bid rigging and rotating, kickbacks and bidding. Certification In order to comply with Section 5111-42.1.1 of Chapter 65, Illinois Compiled Statues, the Village of Buffalo Grove requires the following certification and notarization: The undersigned does hereby swear and affirm that: (1) It is not delinquent in the payment of any tax administered by the Illinois Department of Revenues or(2)in contesting in accordance with the procedures established by the appropriate revenue Act, Its liability for the tax or the amount of the tax. The undersigned further understands that making a false statement herein: (1) is a Class I Misdemeanor and (2)voids the contract and allows the Village to recover all amounts said to it under the contract. CONFLICT OF INTEREST The Village of Buffalo Grove Municipal code requires the following verification relative to conflict of interest and compliance with general ethics requirements of the Village. "The undersigned supplier hereby represents and warrants to the Village of Buffalo Grove as a term and condition of acceptance of the (bid or purchase order)that none of the following Village officials is either an officer or director of supplier or owns five percent (5%) or more of supplier. 7 The Village President, the members of the Village Board of Trustees, the Village Cleric, the Village Treasures, the members of the Zoning Board of Appeals and the Plan Commission, the village manager and his Assistant or Assistants,the heads f the various departments within the Village. If the foregoing representative and warranty is inaccurate, state the name of the Village.official who either is officer or director of your business entity or owns five percent (5%)or more thereof." db Integrated Systems, LLC Print Name of Contractor/Bidder/Supplier Tina Wicker Ign ure Vice President: Title Subscribed and Sworn to before me this 13th day of March , 2007 �;(,� P • ( :5 13Z�7(SEAL) Notary Public =Expires SEAL" Patel te of Illinois unty es March 3,2009 EXCEPTIONS TO SPECIFICATIONS EXPLANATIONS ITEM NAME PAGE EXCEPTION 9 db Integrated Systems Village of Buffalo Grove Office of the Clerk 50 Raupp Blvd. Buffalo Grove,Illinois 60059 Version 1.0 Quantity Minuficturer mod.] onsceiptian Key Note sell Price Sell F�t STATION 25-W.DUNDEE RD. 2 ATLAS AT10 10 w Volume control $ 14.64 $ 29.26 1 Crown CTs4200 Amplifier $ W3.32 $ 083.32 1' dblS Custom Conduit(Allowance) $ 351.30 $ 351.36 1 dblS Custom System Removal (Labor Only) $ - $ 1 dblS Custom Speaker Cable $ 378,20 $ 378.20 2 JBL Control28T-60 Surface mount 70v speaker $ 203.74 $ 407.48 5 JBL Control 29AV-1 Surface mount 70v speaker $ 314.76 $ 1,673.60 18 QUAM C10X1670ffR Tx2'Lay-in speaker baffle w1ERD8TRBACKSOx $ 41.80 $ 753.45 5 QUAM C5/B701WP Drywall speaker enclosure wlER811-1ST and 888-2 support $ 27.11 $ 135.64 2 Shure SCM80D 8 Channel Mixer $ 579.50 $ 1,159.00 1 TRIPP LITE BCPPRO140D Battery back-up $ 445.30 $ 445.30 1 VIKING CTG•1 Timor $ 353.80 $ 353.60 1 VIKING MTG•10 Doorbell Interface $ $5.40 $ 85.40 $ $ $ $ $ $ $ $ Equtpment Total: $ 6,655.93 Consumable Installation Supplies: S 268.24 Tax: ; Frelght:Charges S 268.24 System Programming: S - Installation Labor: ; 6,028.00 Shop Labor: S Design and Consultation: $ AutoCAD Drafting and Englneedng: ; 610.00 Project management: $ 1,409.05 Final test and balance ; 180.00 Operational System Tralning: $ 180.00 Project Administration:&documentation $ 45.00 Full 3-year Warranty(Included l $ Shipping Charges $ Grand Total: $ 16,640.45 1 2 3 4 6 102t Carboy Rd. - Arlington Heights,L.60005 N$47-709-1910 ' F:647-364-3410 STA25 db Integrated Systems Village of Buffalo Grove Office of the Clark 50 Roupp Blvd. Buffalo Grove,Illinois 60089 Version 1.0 Q1.1-WItity Manufacturer Model Duscription Note Sell Price -SQ11 Ext. STATION 26 and FIRE ADMINISTRATION 5 ATLAS AT10 VC-1 10 w Volume control $ 14.64 $ 73.20 10 ATLAS AT10 VC-2 10 w Volume control w/kill switch $ 31.72 $ 317.20 1 Crown CTs4200 Amplifier $ 983.32 $ 983.32 1 dblS Custom Conduit(Allowance) $ 195.20 $ 195.20 1 dblS Custom System Removal (Labor Only) $ . $ - 1 dblS Custom Speaker Cable $ 376.20 $ 378.20 2 JBL Control 28T-60 Surface mount 70v speaker $ 203.74 $ 407,40 6 JBL Control29AV-1 Surface mount 70v speaker $ 314.76 $ 1.888.56 41 QUAM C10X1B701TR V x 2'Lay-In speaker baffle w/ERDBTR BACKBOX $ 41.85 $ 1.716.19 2 Shure SCM800 8 Channel Mixer $ 579.60 S 1,159.00 1 TRIPP LITE BCPPR01400 Battery back-up $ 445.30 $ 445.30 1 VIKING CTG-1 Timer $ 353.80 $ 353.80 1 VIKING MTG-10 Doorbell Interface $ 85.40 $ 85.40 $ $ $ $ $ $ Equipment Total: $ 8,002.85 Consumable Installation Supplies: ; 040.23 Tax: $ Frelght:Chargss $ 320.11 System Programming: $ - Installation Labor: $ 11,880.00 Shop Labor: $ 1,488.00 Design and Consultation: $ - AutoCAD Drafting and Engineering: $ 935.00 Project management: $ 3,281.86 Final test and balance $ 460.00 Operational System Training: $ 180.00 Project Administration:&documentation ; 90.00 Full 3-year Warranty flncludeal $ Shipping Charges $ Grand Total: $ 27,266.03 1 2 3 4 , 5 1621 Carboy Rd. Artinglon Heights,IL.60005 - - P:647-709.1919 F:847-364-3410 STA26 db Integrated Systems Village of Buffalo Grove Office of the Clerk 60 Raupp Blvd, Buffalo Grove,Illinois 60089 Version 1.0 Quantity Manufaclurer Model Descri�tlon Note Sell PrIco Sell Ext. STATION 27-HALF DAY RD. 2 ATLAS AT10 VC-1 10 w Volume control $ 14.64 $ 29.28 1 Crown CTs4200 Amplifier $ 983.32 $ 983.32 1 dblS Custom Conduit(Allowance) $ 229.36 $ 229.36 1 dblS Custom System Removal (Labor Only) $ - $ - 1 dblS Custom Speaker Cable $ 378.20 $ 378.20 5 JBL Control 28T-60 Surface mount 70v speaker $ 203.74 $ 1,018.70 5 JBL Control29AV-1 Surface mount 70v speaker $ 314.76 $ 1.673,80 13 QUAM C10X/B701TR Tx 2'Lay-In speaker baffle wlERD8TR BACKBOX $ 41.66 $ 644,16 5 QUAM C61870MfP Drywall speaker enclosure WERBDAST and SSB-2 support $ 27.11 $ 136.54 2 Shure SCMB00 8 Channel Mixer $ 679.50 $ 1.169.00 t TRIPP LITE BCPPRO1400 Battery back-up $ 445.30 $ 446.30 1 VIKING CTG-1 Timer $ 353.80 $ 363.80 1 VIKING MTG-10 Doorbelllnterface $ 85.40 $ 85,40 S $ Equipment Total: $ 6,936.86 Consumable Installation Supplies: $ 277.43 Tax: $ Frelght:Charges $ 277.43 System Programming: $ - Installatlon Labor. $ 6,852.00 Shop Labor: $ 731.50 Design and Consultation: $ AuloCAD Drafting and Engineering: $ 610.00 Project management: $ 1,616.62 Final test and balance $ 180.00 Operatlonal System Training: $ 180.00 Project Administration:&documentation $ 46.00 Full 3-year Warranty(Included) $ Shipping Charges $ Grand Total: $ 18,606.04 • 1 z 3 4 6 1621 Carboy Rd. Adfnglon Helghis,IL.60005 - P:847-709-1010 - F:847-364.3410 STA27 INDUSTRY STANDARD ® COMMERCIAL ATTENUATORS AT Series, E408 Series •Models Feature a Range of Attenuation Steps(3dB or 1.5dB Steps)as Well as Continuous to Meet Application and Budget Requirements •Wall Plates are Stainless Steel with Stamped and Filled or Screen Printed Dial Scale,and a Skirted Black Knob(White and Ivory Plastic Plates with Matching Skirted Knobs Also Available in Decora Style-0 Series Only) e Popular Rack Mount Attenuator Versions are Available on the AT and E408 and Series for Mounting on to Blank Panels In Equipment Cabinets ` A •All AT Models Mount into Most 1-Gang E.O. Boxes. AT10 AT35 AT100 Series •AT and E408 Series are UL Listed I ] AT Series Industry Standard Auto Transformer. Hlgh-quality auto transformer serles provides the advantages of excellent frequency response,low insertion loss and reliable performance for volume control application in 25 and 70.7-volt systems.Attenuation Is accomplished in ten make before break steps plus positive off position.(No stop between maximum and off position f ` to prevent switch damage).Contacts are silver plated for noise-free operation.Features a removable terminal block. Includes stainless steel plate,with stamped and filled or screen Tinted dial scale and a skirted black knob. White and ivory R printed ( ry plastic plates with matching skirted AT10 f AT361 AT100 Series Face Plate Options knobs also available In Decora style-see AT model description chart.) Attenuators are available In Classic Stainless ■ or Decora(Decora available In Ivory or White} E408 Auto Transformer with Precision Level Control. Specially designed for attenuation in masking and sound reinforcement systems where fine tuning of level control Is required. Employs a ten-position, non-shorting rotary switch without stop.Attenuation rate Is 1.5dB per step.(All other specifications are the same as the AT Series including the UL listing.) PA Series Priority Paging Option. Priority paging feature by-passes the effect of the �`' _ attenuator to provide program level selection of individual emergency and paging signals at the i 7amplifier.Option is available on all AT attenuators.The SPDT relay is operated with 24 VDC at 10mA. Includes protective relay cover to Insure lasting trouble-free performance.Terminations E408-100 to the relay and attenuator are made via a removable terminal block.(AlI other specifications except for dimensions are the same as selected AT models. RM Series Rack Mount Option. For attenuation convenience of rack-mounted equipment in cabinets and consoles,the AT,E408 Series attenuators are avallable without mounting plate for rack panel Installation. Attractive matte black polycarbonate dial scale overlay with adhesive backing replaces the mounting plate. Includes skirted black knob.Overlay size is 29 sq.(51mm).(To order,simply add RM after the selected attenuator model number. Example: ATIO-RM or AT10-PARM.)(Dial scale overlays to retrofit existing installations are available,see hardware section Model HX23.) RM Series AT1 O (dc)(-PA)(-RM) AT35 (do)(-PA)(-RM) AT100(do)(-PA)(-RM) Faceplate Options: POWER ATTENUATION TOTAL INSERTION PLATE RESIS- (-RM) MODEL RATING' PER STEP ATTENUATION LOSS SIZE TANCE d D-Decora Style Faceplate Rack •* w., * AT10 -PA 10 Watts 3dB 33dB AdB 1 an option * AT35 -PA 35 Watts 3dB 27dB .6dB 1 an — Ivory and White Inserts,trim ring * AT100-PA 100 Watts 3dB 27dB .6d13 1 gangand!snobs icluded. E408-100 1 100 Watts 1.5dB 1 15dB .6dB 1 an If there Is not the above T lettersufAx, (-PA) the altenuator is shipped wllh the priority standard stafnless steel face lafe or Announce p chwD Continuous IS the AM version wlihout a faceplare. "These un11s have two steps of US Wore off position. Note:Attenuallon curve Is steeper for a 25•voit line *' Vl ua LISTED Spocifications subject to chaj?ge e A Atlas 1601 JACK MCKAY BLVD./ ENNIS,TEXAS 75119 U.S.A. .Sound TELEPHONE:(800)876-3333 / FAX(800)765-3435 AtlasSaund. xim 0 2004 Atlas Sound LP Printed In U.S.A. ATS001063 RevB 7/04 00704 SL4-2000 ARCHITECT AND ENGINEER SPECIFICATIONS AT Series Attenuator(s)shall be Atlas Sound AT Series Model RM Option Attenuator shall be Atlas Sound Model auto transformer or approved equal. The power rating shall [(AT, E408(-RM)]or approved equal. Face plate shall be replaced be and by an adhesive matte black polycarbonate dial scale escutcheon for attenuation range shall be B. Attenuation per step for attachment to a rack mount panel,Escutcheon size shall be 2"SQ, ET-_and AT- shall be 8 steps of 3dB and 6dB each for the last two positions.Attenuator shall be a step type control with a PA Option Specified AT Series attenuators include a priority positive off position.There shall be no stop between the maximum relay. Relay shall be an SPDT,24 VDC type securely mounted to and off positions(AT Series only).Switch shall have silver plated the attenuator assembly wired at the factory, Relay shall include a contacts to eliminate noise and contact less.All terminations must be protective cover. made via a removable terminal block.Unit(s)shall be supplied with one of the following single gang face plates to be noted by model number suffix:Standard stainless steel faceplate(with dial scale to indicate attenuator position), Decora style plastic face plate-Ivory WIRING -AT SERIES color,Decora style plastic face plate-White color,All models.are Each terminal will hold up to 2-16AWG stranded wire. designed to mount in a standard E.O. box, For larger wires or home run situations,a small length of wire E408 UL Listed attenuator shall be Atlas Sound Model and a wire nut are recommended. auto transformer or approved equal,The power rating shall be Attach wire according to label on terminal black as shown below The attenuation per stop shall be 1.5dB. Unit shall be a (Non-PA Models will not have the"VDC+"and"VDC"terminals). step type control with a positive off position.There shall be no stop betwoeri the maximum and off positions.Switch shall have silver •Install the unit with the terminal block on top.This will ensure plated contacts to eliminate nolse and contact loss.The attenuator that the off position is on the bottom. shall be mounted to a standard gang stainless steel wall plate which mounts to a standard E.O.box, AT and E408 Series ❑ ❑ t, ❑ PA K+ K - + + - MOo Ile _,r ..,.....�.. LL Speaker with 70V „ Side View Top View Transformer :: 70V AMf7" DIMENSIONAL SPECIFICATIONS-PLATE MOUNTED ATTENUATORS MODEL A B C D E AT10 41/2" 2%" 23/4" 23/4" 13/4" WIRING - (-PA) PRIORITY ATTENUATORS AT10-PA 41/2" 21/a" 23/4" 23/4" 13/4" AT35 41/2" 21/a" 23/4" 23/4" 13/4" POWER SWITCHING REQ.FOR-PA ATTENUATORS AT35-PA 41/2" 21/a" 23/4" 23/4" 1314" AT100 1 41/2" 21/z" 2314" 23/4" 13/4" Use 2nd external relay when ag• AT100-PA 1 41/2" 21/2" 23/4" 23/4" 13/a" 1" €ng switch Is pan of a paging mcro- E408-100 41/2" 25/9' 21h4' 411he" 25ha" � ,-t`=' �.r'..-- - ghIswill reduce hum and nelsepickup allAY_SPECIF&ATIONS SCHEMATICS FOR PRIORITY COIL VOLTAGE:24VDC ATTENUATORS COL CURRENT: 10MA 4 CONTACTS: SPDT-2AMP Rating �. For information on Atlas Sound Stereo Attenuators Relay has a protective cover (DAT Series and SAT Series),refer to specification sheet#SL4-1523. 1n1 1= For Information on Atlas Sound WhlsperTouch a .., Stereo AttenUatOra: WIRING REQUIREMENTS:(1)PAIR FOR AUDIO, Original 8 Ohm#SL4-1570 (1)PAIR FOR RELAY Switched 8 Ohm#SL4.1571 Specifications subject to change without notice Atlas 1601 JACK MCKAY BLVD./ ENNIS,TEXAS 75119 U.S.A. Sound TELEPHONE: (800)876.3333 / FAX(800)765-3435 Atlas5ound.com 0 2004 Atlas Sound LP Printed in U.S.A. ATS001063 RovB 7/04 00704 SL4-2000 craiun MTs MULTICHANNEL SERIES Us 4200 Architectural & Engineering Specifications Us 4200(120 V, 60 Hz models) The power amplifier shall meet or exceed the following performance crite- The Crown®power amplifier shall be a solid-state four-channel model ria.Input sensitivity for rated output:1.4 V.Rated output with four Chan- employing Multi-ModoO(AB+B)output circuitry. nels driven in Dual mode with 0.1%THD (20 Hz to 20 kHz):260 watts per The amplifier shall contain protection from shorted,open and mismatched channel into 4 ohms;180 watts per channel into 8 ohms,and 220 watts loads,general overheating,DC,high-frequency overloads,under/over volt- per channel(70V).Rated output in Bridge-Mono mode with two channel age,and internal faults. pairs driven at 0.1%THD (20 Hz to 20 kHz):520 watts per channel pair into 8 ohms;400 watts per channel pair into 16 ohms,and 220 watts per The amplifier shall contain FIT(Fault Isolation Topology),which isolates channel pair(100V),Signal to Noise Ratio below rated power(20 Hz to 20 channel-specific faults and prevents them from affecting remaining chan- kHz):100 dB unweighted.Phase Response:±35 degrees from 10 Hz to 20 nels. kHz at 1 watt.Frequency Response:20 Hz to 20 kHz,±0.5 dB at 1 watt into If an amplifier channel starts to overheat,the Thermal Level Control 8 ohms per channel in Dual mode.Damping Factor:greater than 180 from (TLC)circuit shall engage that channel's input compressor In an amount 10 to 400 Hz.Crosstalk(below rated power,20 Hz to 1 kHz):greater than proportional to the amount of overheating,in order to generate less heat. 80 dB.Intermodulaticn Distortion(60 Hz and 7 kHz at 4:1,from 163 mil- If the channel becomes too hot for safe operation,the channel shall shut Iiwatts to full bandwidth power):less than 0,05%typical.Total Harmonic off,and the Thermal Indicator for that channel shall flash brightly to alert Distortion at 1 watt from 20 Hz to 20 kHz:less than 0.05%.Common Mode the user that a state of thermal stress or overload has caused the channel Rejection(20 Hz to 1 kHz):greater than 50 dB.DC Output Offset(shorted to shut down. input):less than 5 W.Maximum Input Level(before input compression): The front-panel control shall be a power switch. +22 dBu rms.Power Draw at Idle(120 VAC mains,all channels in 4/8 ohm mode):58 watts.Power Draw at Idle(120 VAC mains,all channels in 70V Rear-mounted controls shall include Channel Level Controls and a Mode mode):77 watts. Switch.The Mode Switch(used on each consecutive pair of channels) The amplifier chassis shall be constructed of steel with a durable black is a four-position switch which selects among Dual 8/4 ohms,Dual 70V, finish and shall be designed for continuously variable speed forced air Bridge Mono 16/8 ohms,and Bridge Mono 100V. ventilation from the front panel to the side panels. The recommended load impedance in Dual mode shall be 4/8 and 25 ohms The dimensions of the amplifier shall allow for 19 inch(48.3 cm)EIA (70V).The load impedance in Bridge-Mono mode shall be 8/16 ohms and standard(RS-310-B)rack mounting.The amplifier shall be 3.5 inches 50 ohms(100V).The amplifier shall be safe when driving any kind of load, (8.9 cm)tall,and 16.25 inches(41.3 cm)deep behind the rack-mounting including highly reactive ones. surface. Rear-mounted output connectors shall be one four-pole terminal strip for The amplifier shall weigh 27 pounds,8 ounces(12.5 kg). every two channels with a touch-proof cover.Rear-mounted input con- nectors shall be removable Phoenix-style barrier connectors for balanced The amplifier shall be designated the Crown CTs 4200. Input. The amplifier shall be fully compatible with and shall provide appropriate input cables and connectors for Crown®VCA-MC4A modules. Front panel indicators shall include a yellow Bridge-Mode Indicator(one per channel pair)that illuminates when the channel pair's Mode Switch is set to the"Bridge"position(and flashes if the Mode Switch is changed while the amplifier is powered up,indicating that the amplifier must be powered off and on to reset the Mode),a green Ready Indicator(one per channel)that illuminates when the channel is initialized and ready to produce audio output,a green Signal Indicator(one per channel)that Illuminates to indicate the presence of Input signals above-40 dBu,a red Clip Indicator that illuminates when the THD of the channel's output signal rises to a level typically considered as the onset of audible clipping(and illuminates during Thermal Level Control or input overload),a red Thermal Indicator(one per channel)that flashes when a state of thermal stress or overload has caused the channel to shut down(and flashes in all chan- nels if the power supply goes into thermal overload),a red Fault Indicator (one per channel)that flashes when a fault condition has occurred in the H A Harman International Company channel,and a blue Power Indicator that illuminates when the amplifier has been turned on and AC power is available(and illuminates when the ampli- Crown International fier shuts off due to an under-lover-voltage condition on the AC mains). 1718 W.Mishawaka Rd. Elkhart,IN 46517-9439 TEL:574-294-8200 FAX:574-294-8FAX www.crownaudio.com Specifications subject to change without prior notice.Latest information available at www.crownaudlo.com. Crown,Crown Audio,Mole-Mode,and 10 System are rail€stered trademarks of Crown International.Printed In U.S.A. ©2006 Crown Audiof,Inc. 10/06 135006-313 High output 1MC R IN 2 8Tmw U Indoor/Outdoor Background/Foreground Speaker Professional Series Key Features: b� Isolation transformer for 70.7V/100V distributed-line sound systems P, Components: 8" Polypropylene coated woofer, 1" Titanium coated horn loaded tweeter 111, Built-in InvisiBall' mounting hardware* 0-Weather resistant enclosure and transducers ® Readily paintable 10-90° x 900 high frequency horn_. P' Overload Protection Circuitry .' The Control' 28T is the largest of J13L Professional's Control Contractor Series indoor/outdoor loudspeakers. Available in black (Control 28T-60) and white (Control 28T-60-WH). The Its rich sonic character makes the Control' 28T readily accepts a variety of paints and finishes to match any Control' 28T a perfect choice for decor. restaurants, health clubs, under bal- cony, outdoor theme & water parks, Specifications: or other applications where fore- ground/background music and pag- _Frequency Range(-10 d13)r: 55Hz to 15kHz ing are required. The Control 28T Can Power Capacity: Coniponents and Network: 175 Watts Continuous Prognnn' Transformer:Per each listed tap rating be used in either 70.7V or 100V 0Ec pink noise, 100 lies) distributed-line sound systems. Taps 'rap Settings: 100V Line:Tap 1 = 15%Tap 2- 3OW are provided at 60W, 30W and 15W Tap 3~haw,Tap 4 is not used (plus a 7.5W tap for use on 70.7V 70V Line: Tap I =7.5W,Tap 2-15W systems only). Tap 3=30NV,Tap 4=60W Nominal Max Output by Tap: 'Ian Number 7O.7V Input 100V Input The unique Invisfflall mounting (cll3-SPI.6 lin) Tap#1: 99 dB 102 dB hardware is included in each system 'rap#2: 102 c113 105 dI3 Tap#3: 105 dB 107 dB and makes short work of permanent Tap#4: 107 dB (do not use) installation, The InvisiBall mounting Nominal Coverage: 9o,x go, _ method adds the benefit of vertical Directivity Factor(Q): 7.5 rotation of up to ±37" and horizontal Directivity Index(D1): 8.8 rotation of up to A40, Because Crossover rre uenc : 2.8kHz InvisiBall adjustments are made LF Driver: 200mm(8 in)Polypropylene cone wAyeatberWge through a hidden access behind the Hlr Driver: 25mtn(1 ill)Titanium wated polycarbonate logo badge, the grill never needs to Enclosure Material: HIPS(High Impact Pol st gene) be removed, while providing a high Overload Protection: Pull-Range power limiting to protect network and transducers Terinination: Spring terminals,accepts banana plug degree of theft deterrence as well. n g i P g Safety Agency_Rating: Transformer UL1876 recongized Weather resistance n maximized by Environmental: Conforms to Mil Spec 810 for humidity,salt spray, coating the woofer cone in tentperiture&IJV, ihC 529 IP-X4 splash xoof rating. and terminating its cir- "in) Polypropylene g Dimensions(H x W x D): 380 x 2fl0 x 22O mm(15.0 x 11.0 x 8.6 in) cumference in JBL's WeatherEdgdT^t, a Net Weight(ea): 6.5k (14.3 lbs) seamless, rubberized extension of the Shipping Weight(pr): 15kg(33 Ibs) woofer surround that provides added Included Accessories: invisiball Assembly protection to critical transducer ele- 61nm x 180mm hex key ments. The polycarbonate tweeter Optional Accessories: diaphragm is reinforced with a thin of up to 3 loudspeakers M C-28V: For verticalco uumar orientation film of titanium for added rigidity and M`i'C-28H: For horizontal splaying of two speakers.Three brackets array Lip to six loudspeakers in a 360,array. endurance against sun, salt and mois- M'1'C-28/25CM: Ceiling-mount adapter,_ ontrof 6 tul'e. Zinc plated grilles resist rusting 'Ilali-space on-wa . in the hat`shest conditions. °e;Onti]1LIOUs program powet Is a conservative expression of the system's ability to handle normal speech and music ._ program material and Is defined as 3dri above the Continuous fink Yuise Rating MG-shaped pink noise with a(xIB crest factor,for 100 hours continuously). 'Half-space(on-walD,aye 100Hz to 10 kHz. JBL eanlinually engages In research related to product Improvement.Changes introduced Into existing proclucts wUhout notice are an expression of that philosophy. Control® 28T 60 High Output, Indoor/Outdoor, BackgrounMoreground Speaker 120 l - Frequency Response in half-space i with 70.7V input,taps*1 through m 110 Tap#a #4.For 100V input,raise each a J ..,... curve 3 dB. 100 co E Tap#1 I E 90 I .. -.._.. E ...,., 80 20 100 1000 10000 20000 Frequency(Hz) 360 ......... y i I Beamwidth rn t - I , ......... .... -- y0 E ! I E 100 .. E --f - Horizontal E L. ......... € m m Vertical --------- ------- 20 I 20 100 1000 10000 20000 Frequency(Hz) Directivity Index,Q �R� n 44z a .Ry o , 10 . , ) Im i . VIM A-A 100 oao 10p00 2aaoq Freq ey IH) I I Horizontal Off Axis Frequency Response I • . I Al. , , :. 10 og I I -,e E I a... . 30 tleg N 40 deg RVAR VIVW aq ]0 1d0t000 ,e¢pe ppp¢e R q—y(Hz) R S86D Vertical OffAxis Frequency Response(up) +o , I • 1 d I :... I •__ at- --odeg s,. -- 10de9up 20 deg up 30 deg up 0&, i l 40"I up • .I• I €, 2¢ ,m `,oeo ,0000 xpooa Vertical Off Axis Frequency Response(down) 1¢ , f , a � 'f� .... .:..... 70 des W.. 40 des down 34 20 IW ��1°00 ,0000 POOOq 'c ' Horizontal 1/3 Octave Polars 0. 30' 330* 3" E `` 300, 200"Z ekHz 270* GD' 2501U 270* 90' JOkH, 315H� 40DHz 16M. 240. 120. 240* 120° 210' 210' 150, Architectural Specifications: 33V 30. The loudspeaker shall Consist of a 200mm(8 in)low frequency trans- ducer, 251111110 in)high frequency transducer, and frequency dividing 300, 1. network installed in a ported enclosure.The low frequency voice coil shall be.32 min(1-1/4 in)in diameter. Performance specifications of a typical production unit shall be as fol- lows:Usable frequency response shall extend frail)55 Hz to 15 kHz 5WHz 270' (10 dB below rated sensitivity, in lialf-space,with no external equalhm- tion).The loudspeaker shall be equipped with a transformer for use in ODDH. either 70.7V or 100V distributed-line sound systems with taps selectable by rotary switch.Taps shall be nominally 75W 0 70V(15NV 0 100V), 15W 0 70V(30'%V 0 100V), 30W 0 70V(60'%V 6 100V), and 60W 0 70V 240* 12V (not used 0 100V).The frequency dividing network shall have it crossover frequency of 2.8 kHz. Rated power capacity shall be at least 175 watts continuous program power,defined as 3dB above a test signal 210' 150, of filtered random noise conforming to international standard 1EC268-5 180, (shaped pink noise With a peak-to-average ratio of 6d8),for 100 contin- uous hours duration. 0. The system shall be protected against damage From occassional over- 3 0 , rusting, powering via full range series lamps that limits the power to[lie net- The grille shall be completely zinc-coated for resistance again t Work and transducers.The high frequency transducer shall be horn- loaded to more evenly cover a nominal 90'horizontal by 90,Vertical 3 60• area.The enclosure shall be constructed of high-impact polystyrene for pro- tection against the elements in outdoor applications,and for pailliability. s 270' 00' 1.6kHz shall be bike-painted black,and shall be secured via screws to keep it in place when facing downward. Tile low frequency transducer shall have a polypropelene cone and a 2,5kHZ butyl rubber surround which shall extend seamlessly over the edge of 24D' the speaker frame for protection against the elements.The high frequen- M* cy transducer shall be constructed of polyrarbonate,reinforced with a titanium film for additional weather resistance.The system shall with- stand Mil Spec 810 testing with specified time durations for exposure to 180, the following environments with no effect on its acoustical performance Or structural integrity: salt spray(nictliod 509.3), temperature-19'C to 49"C(method 501.3 and 502-3),95%humidity(method 507.3)and ultra- violet(method 505.3).The system shall have a 1EC 529 splasliproof 30. rating of III-X4. For theft deterrence,the installation access area shall be hidden behind a snap-out cover,and the access area shall be on the front of the 300 60, loudspeaker for ease of installation and adjUStIllent.The loudspeaker shall be rotatable over a 1111111MUM of±350 in all directions via a ball- type mounting system.The ball mechanism shall be internal to the cabi- 3.lSkHZ net to allow,low-profile Mounting and better Stability Via a Short Vila n i ent 270' 00. 4kliz arm.The logo shall be rotatable for proper orientation when the land- RHz speaker is mounted horizontally or vertically. The external wiring connectors shall be spring loaded and gold plat- ed, and shall accept bare wire,single or dual banana-type:connectors 240' 120* with 19 mm(3/4 in)spacing. Overall cabinet dimensions shall be no greater than 380 111111(15.0 in)'high by 280 m6ri(11.0 In)wide by 220 min(8.6 in)deep and sha ll weigh no more than 6.5 kg(14.3 lbs). ISO, The finish shall be a paintable lighly textured black. 'I'lle system shall be the JBL Model Control 28T-60 with included hivisibali'm mounting system. Control® 28T-60 High Output, Indoor/Outdoor, Backgrounmoreground Speaker Vertical 1/3 Octave Polars 120' Cal 160, 30' 150, 30' 200nz 3.16kH7 180, a- 2609z 180, 0* 4M� 3151t. %H. 400ffz 8.3kHz 210, 330' 210' 330, 240 300* 240, 300, 270' 270' so, 120' 60. 120* 1. 150* 160, 30* iW 630H. *01 G' 10W� A 800F]z 12.6kH. lkHz 16kHz 210' M. 210, 330, 240' 240' 300, 210* 270- 9w 1.26kHz 180 0, i.okHz 2k"z 210, Y. 330, 240' W JBL Profcssional 8500 Balboa Boulevard, P.O. Box-2200 Noanddge, California 91329 U.S.A:, SSCONTROL 2ST-60 CRP IBM H A Harman International Company 11101 Q Copyright 2001 J13L Professional I l 9AV. uoi 2 Premium Indoor/Outdoor Monitor Speaker Professional Series Key Features: O� Extremely smooth, flat frequency response with extended bandwidth, 0' 110'x 85'I-IF coverage, rotatable horn. 01- 110 Watt transformer for 70V or 100V :, 1 lines,with 80 thru. l- SonicGuard"overload protection. M l- 200 min(8") Kevlar cone woofer, 25 turn(1)titanium diaphragm 1 compression driver. Includes InvisiBall'"mounting hardware, r plus ten 6 nim attachment points for suspension and optional U-bracket. lip Sealed input panel cover and screw- clown input terminals. The Control'29AV-1 provides improved Specifications: voicing for extremely flat, high fidelity performance, extended bandwidth and Fre uenc Response fi c1B is 4 Hz-] kHz well-controlled defined coverage from a 100 Fir Power Capacity z; 300 W u Watts Continuous Program Power compact loudspeaker. _ 150 Watts Continuous Pink[Noise The rotatable high-frequency Horn Maximum SPL®1m': Short-Term: 118 dB•Long-Term: 112 dB allows use of the speaker in either vertical Nominal Sensitivity': 90 dB,1W 0 1 m(3.3 ft) or horizontal orientation. Consistent Nominal Covera e An lest 110*13 x 851 V rotatable coverage ensures excellent sound Direetivit Factor -- avela ed 500 Hz to 16 kHz character throughout the listening area. -...... Directivity Index(DI): 8.3 dB,averaged 500 Hz to 16 kHz Moderate magnetic shielding allows use Nominal lmpedance: 8 ohms of the speaker as close as 230 Inin(9") to Mininnini Impedance: 6.3 ohms®230 Hz 3.3 oluns @ 4.1 kHz Crossover'Type: 3rd order High Pass,2nd order Low Pass with video monitors. impedance compensation,2.5 kHz crossover The top-quality line distribution frequency transformer,designed for minimal insertion Transformer Taps: 70Vt 11OW,55%28W&14W loss and reduced saturation, allows 10OV: 110W, 55W,&28W use of either 70V or 100V distributed Thru Position:8f2 nominal speaker lines. in bypass position,the 8n - Recommended Hi lam: See chart _ impedance allows use of multiple speakers Transducers: Law Frequency: 200 tutu(8 in)kevlar cone with pure butyl rubber on a loudspeaker line. surround,50 inns(2 in)voicecoil on fiberglass The included InvisiBall mounting former method is simple to install, aims easily and High Frequency; 25 trim m m (1 in)compression driver,pure titaniu provides a high degree of theft deterrence, diaphragin with patented_IBL diamond surround InvisiBall allows horizontal rotation of up Ph sicat; to 410 off-axis and vertical rotation of tip - Enclosure Material;. High impact polKb�tvrene to 36'(horn end 'inward)or 230(woofer Grille: Thermoset cons)osite coated steel end inward), Attachment points for the Overload Protection: Full-range power limiting to protect network and optional MTC-29UB U-bracket allows for transducers.Serviceable internal fuse to protect during extreme overload conditions compact installation. -- Environmental: IEC 529 IP-X4 splashproof rating. Exceeds MilSpec Weather resistance has been maximized. 810 for humidity,salt spray,temperature&UV. The woofer's cone is made of kevlar, Passes Mil-Std-202F for salt-spray. _ surround is pure butyl rubber, and the 'termination: Screw-down terminal strip,zinc plated copper driver basket is rear loaded to minimize base,nickel plated metal screws/washers. Accepts direct exposure.The compression driver's tip to 9 nun outside 4 mm inside open lug(#6,#8 or#10 lug) plus bare wire(up to 12 AWG/2 5 mmd) berm► etaphnagm is pure titanium.coated The grille is Safer Agency 12atin : Transformer is listed per UL1876. thermoset composite coated and Comes _ Colors: Black or white(-WH) with oam to minimize incursion of water. Dimensions(H x\_!x.D): 520 x 306 x 277 ntm(20..s x 12.0 x io 9 in) Nickel/zinc rust-resistant terminals ensure Net Weight (ea): 12.2 k (26.8 lbs a secure input connection.An MTC-PC2 Shinphip,Weight(ea): 14.0 k 0.8 lbs Sealed-entrance covet,is included to Included Accessories: 1 pc MTC-PC2 inlaut pastel cover,Invisifiall further protect the speaker's terminals. mounting base,6 min x 200 trim InvisiBall Hex JBL's exclusive SonicGuard overload wrench. rotection is virtually inaudible to the Optional Accessories: MTC-29CM to install speaker down front the ceiling p listener, ensuring reliability while In H1it-space M'TG-29vB u-bracket . providing full fidelity sound. 'Contanuous Pink Noise rating Is IRC-shaped pink irolse with a 6 dB crest factor for 100 hours continuouehy C011tinLOl15 Program tower Is defined as 3 dB above the Continuous Fink Noisc Rating and is a conservative expression or the systcm's Available in black or white(-WI I).The shinty to iwndic normal speech and inusic program material, 'Calculated from sensitivity and power handling.Power compression not considered.- cabinet will accept a variety of paints to Haibspace, averaged 100 Hz to 10 kHz 5,�kHz to 14 kHz match any decor. JuL continually engages in research related to product improvements, changes Introduced into existing products withuul notice are an expression of that philasophy- Control° 29AV-1 Premium Indoor/Outdoor Monitor Speaker 100 316 Frequency Response,on axis in half space(2ts,dotted line)and full space(47c,solid line)at ht11(82)setting, ^ 00 100 H ,r : Input Impedance. IfTf t10 Y3 r u°i 70 .' 10 E 60 20 IN 1000 10000 20000 Frequency(Hz) aeo - - - ...... 4....._._._._....__._........_.._................................. Bcamwidh vs.Frequency I 'a 100 ....._,., ...... -.._,_ E ---- - .... ... _ 2. Horizontal --�— vertical - m _- -P-r 10 I ! 20 100 1000 100110 20000 Directivity Index,Q Frequency(Hz) 20 ,00 �n ..,. 4.. I ....., i] .,..,.... ...... e0.27 t0 2.75 — 0 [70] _ .. ll 7.7[1951 _�_ _ _ ._ .3.5[891 2.75[70] 2.7 5.0 3.2 L11 ., _........ I �ff _...... 1081 [1271 (021 4D E sa 1000 ,0000 so005 Fmqumq(Hz) 2.00 '� 1511 Horizontal Off Frequency —� to 4.3[108] -' ..,.., f I I i I E t 12°'"� 3.1[79] ClL -10 t0deg I i € € - € _ ....... 20 deg 3.3[84] a zo I I'. I , - ........ 3adeg 5.1[130) 40 deg 1.8(46) '0s0 1w ww 10000 saw Frequency(Hz) 2.7[661 Vertical Off Axis Frequency Response(down) CIL k.—10.9(277]� 10 15.213851— i m 0 I - — gdog o , r �.. --- .1,., 10de dawn I e emsra,m r� 30 deg dawn e.::s.: p t1 i i II ... I 40 deg dawn ti•��3e;ra�'I 1w �1000 10000 20000 iEi:aai"r"»irii3 20.5 Frequency(Ni) [520] D 0 `�'��'`•``�"`�`� VerticaI Off Axis Frequency Response(up) s7a°�s;csure 10 0 deg E ....<..3.«...<..3.« • 3 ,� E ...._ dog up »,.,. -10 ----- __ 20 dog up 12.0[300].._`-I 30d09vP Mmensions In Inches(mm] I 40 deg up �20 i la tea 1000a taw Frequency(Hz) - Horizontal 1/3 Octave Polars 0° 0• 330• 30' 330' 30' 3004 601 300' 601 F 200Hz SkFlz f ---- MHz 270' 80° 270' gp• 316Hz t - 12.SkHz 16kHz 240' 120' 240• i20' 210° 160• 210• 160' 180' I80' 0' 330• 30' Architectural Specifications: 300 j� 60• The loudspeaker shall consist of a 200 filar(8 in)low frequency transducer,25 min(I in)compression driver,and frequency dividing network.The low frequency drivers voice coil shall be 50 null(2 in)in MHz network. i: i ............ 830Hz 270' _ 00• Performance specifications Of a typical unit shall be as follows:Usable i; 800Hz frequency response shall extend from 37 Hz to 18 kHz(10 dB below 1kHz rated sensitivity,half-space,no external equalization).Rated power shall be at least 300 watts continuous program power for 100 continuous 240' ``. , 120' hours duration(dinned as 3 d13 above a test signal of filtered random pink noise conforming to IL+C268-5).Measured sensitivity shall be at least 90 dB-SPL(at 1 ill 13.3 ft]with 2.83 V input,ave. 100 Hz to 10 kHz). 210' 160• The input shall be switchable for use either at nominal 8 ohms,or on 160 a 70.7V or 100V distributed speaker lute via built-in transformer. Selectable taps shall nominally be 110W,55W,or 28W on either a 70.7V a or 100V distributed speaker line,plus 14W on 70.7V tine only. 330' a0• The system shall be protected against damage from occasional overpowering via full range limiting,which shall be inaudible during activation.The compression driver shall be horn-loaded to cover 110 360' 69' degrees by 85 degrees with a high degree of accuracy and the horn shall as be rotatable to achieve these coverages either in the horizontal or - 1.25kHz j vertical planes,regardless of cabinet orientation. rt 1.6kHz The cabinet and grille shall be paintable.The grille shall be secured 27a 90 2kHz via screws to keep it in place when facing downward. k r� - - 2.Mz The low frequency na115dUcer shall have Woven kevlar code and butyl Ribber surround,with the frame protected from direct weather 240' " 120, exposure.The compression driver shall be constructed with a titanium diaphragm for weather resistance.The system shall withstand Mil Spec 810 testing with specified durations with no effect on its acoustical 210' 150• performance or structural integrity:salt spray(method 509-3),tempera- Lure(method 501.3 and 502.3),humidity(method 507.3)and ultraviolet (method 505.3). Further,it shall pass Mil-Std-202F(method 101D)for-salt 0' spray.The system shall have an IGC 529 spl aehproof rating of IP-X4. 330, 30° For theft-deterrence,the installation access area shall be hidden behind a snap-out cover on the front grille.The included ball meclta- 300• �, oism sllall be internal to the cabinet.The cabinet shall have ten(10)6 nun mounting points,including 2 on each side and 3 on top and bottom and an accessory U-bracket shall be available.The grille logo shall be 3.16kHz rotatable for proper orientation with loudspeaker mounted horizontally ............ 4kHz $70• - Be, or vertically. %W The external wiring connectors shall be screw-down terminals.Overall 0.3kH: cabinet dimensions shall be no greater than 520 min high x 306 mm wide x 277 min deep(20.5 x 12.0 x 10.9 in)and shall weigh no more 240 120' than 12.2 kg(26.8 lb).The Finish shall be lightly textured black or white. The system shall be the J13L Model C29AV-1(or C29AV-WH-1)with included Invisillall®(mounting system). 210, 150, 180' Control° 29AV I Premium Indoor/Outdoor Monitor Speaker Vertical 1/3 Octave Polars 66 � 120. 60' 120' 60, 15D° - 30' 160' 30' - MHz ---- Bldiz _-..,..- 250Flz -- -. 10kHz 100• 0' 315Hz 180° 0' 12ANIi. u .,x - -- 400147 -- -- IBkHz 210• 330° 210' �.r j 330, 240' 300' 240' 300• 270' 270' 10• 120' 60' 160' 30, High-Pass Frequency Recommendations f - 590Nx t . 1so• ` . 0• e30Hi The line-matching transformer in the Control 29AV-1 has minimize saturation; however, it is 1kNz been designed to recommended that the system be high-passed to prevent 210' ' 33W very low-frequency content from overloading the M• transformer and/or the driving amplifier at high signal 240• 300• levels. The high-pass requirements vary according to the 270' tap settings and number of speakers connected in 1. parallel, The following chart will eliminate risk of 120• 1. saturation, even at full-voltage (70V or 100V) peaks, Reducing the drive voltage will enable a corresponding 160' ..;"- 30' reduction of high-pass frequency(24 dB/octave high-pass slope). 1.25kNz �Y Y} ............. 1.6kHz 180' 0' .. ... 2kliz m x 2.5kHz High-Pass Recommendations for Control 29AV-1 1 or 2 speakers 3 or mate speakers 210 ° 33°' 14 Watt Tap 28 Watt Tap 35 tlz 40 Hz 3001 55 Watt Ta 60 Hz 70 Hz 270• 110 Watt'rap 80 Flz 90 Hz 8 Olin Setting No high- ass re aired so• 120• 60 160' 30' �G - 3.16kHz 4kHz 180' dx 0' .. ... M. ae y� d 210' 330• JBL Professional 240• 300• 8500 Balboa Boulevard, P. O. Box 2200 270' Northridge, CA 91329 USA sscsurRL zsgwl H A Harman International Company CRP 5M 5f05 J CS Series 0104.Z - Speaker, Transformer, Baffle and uamUniversal Volume Control 0104.3 - Speaker,Transformer, Baffle 0104.4- Speaker, Transformer • 104 - CEILING MOUNTED SPEAKERASSEMBLIES LNg — _— x£�•q;.gXY^^`4�,`°i°rCr��yg��iYi F £ ek L 0 UA •� f"�' 4006PPX i akt$ z °>n°8p$f�aaS� r Ern 2 Pad ;'-hi•-R ^..£.. `i i� 11'r' nF S�'8 % M£A;xz.rw=..,'1 'sp �° N F "` '�-;�'�ae f LU B:B" :Ream _. 012-7/8UJI N GENERAL DESCRIPTION AUDIO SPECIFICATIONS: The Quam C5/xx/Wx/x is a complete loudspeaker assem- Speaker Size: 8"frame bly,with 8"frame, 10W dual-cone loudspeaker,steel Average Sensitivity: 98 dB SPL, 1 W/1 M baffle as specified;transformer and volume control as Power Rating: 10W RMS, EIA 426A Standard y specified. Finish: White baked epoxy hybrid. Calculated Output: 108dB SPL, 10W/1 M Q Baffle Options: Screw mount or welded stud mount Frequency Response: 65 Hz- 17 kHz Nominal 90'Included Angle, Transformer options: 25V, 70.7V or 25V/70.7V, pig-tail Coverage Angle: -6 dB/2 kHz, Half space 0 Volume Control, Universal-If specified: Screw/knob Audio Connection: 7"long,color-coded tinned wires, Mj INTENDED USE pre-cut Recommended construction sequences,installation instructions and A&E All variants: Downward facing,ceiling mounted, Interior Specifications are available in various formats on the Quam Architects'and environment. Engineers'Resources CD or on the web at:www.quamspeakers.com Program Material- Signal tones, voice and music SYSTEM COMPONENTS Loudspeaker 8C5PAX Transformer Options 5 taps at—3 dB levels 25V,4W Order as C5/B2�x/xx 70.7V,4W Order as C5/ ZpjWx/xx 25W70.7V, 5W Order as C5/DM/Wx/xx Baffle Options Screw Mount Order as C5/xx/Wjxx Stud Mount Order as C5/xx/WS/xx Volume Control Option Order as C5/xx/xx/VC RECOMMENDED ADDITIONAL QUAM COMPONENTS: 0401.1-Backboxes, Round —or- 0401.2-Backboxes, Square 0402-Loudspeaker mounting Devices ADDITIONAL COMPONENT SUBSTITUTIONS AVAILABLE Contact Factory 0104.6-Customer Specified Assembly Quam-Nichols Company 234 East Marquette Road, Chicago, IL 60637 p Phone: (800) NEED NOW Fax: (888) NEED NOW IBEW (800)633 -3669 (888) 633 -3669 1I)31 E-Mail: neednow@gnc.com www.c�uprnspeakers.com * *.._*�*� ... 0 2006 Quam-Nichols Company Quam-Nichols reserves the right to make changes and/or improvements to its products at any time and without notice. Printed in USA T66 SER-¢6N016 I'rJ C I OX Series 0104.2 -Speaker.Transformer, Baffle and uamUniversal Volume Control 0104.3 - Speaker,Transformer, Baffle 0104.4- Speaker,Transformer . 104 - CEILING MOUNTED SPEAKER ASSEMBLIES a 2.11/16 s : . 5�'lt AID 7-15/L6 \ 7-15/16 r:,y t 1 f10 Viaa asra� , a s :,.. W 'E"d M_i_i m� zJ d ypX38o88c o �I '1 � 1� iSo'�'hf�S4Pv e-c€3 - II is:t`t a012-7/8 � •;?.�� Trt GENERAL DESCRIPTION AUDIO SPECIFICATIONS The Quam C10X/xx/Wx/x is a complete loudspeaker as- SpeakerSize: frame sembly, with 8"frame, 20W dual-cone loudspeaker,steel Average Sensitivity: 97 d B-SPL, 1 W/1 M baffle as specified;transformer and volume control as Loudspeaker Power 20W-RMS, EIA 426A Stan ar H specified. Finish: Baffle, white baked epoxy hybrid, Rating: Loudspeaker, black baked epoxy hybrid. -CalculatedOutput: 104 d B-SP , 4W/1 M Loudspeaker Mounting Options: Frequency Response: 60Hz- 17kHz Screw mount or welded stud mount Nominal: 90°Included Angle J Transformer Options: 25V, 70.7V or 25V/70.7V, pig-tail Coverage Angle: -6 dB/2 kHz, Half space Volume Control, Universal-If specified: Screw or knob Recommended construction sequences,installation instructions and A&E Specifications are available in various formats on the Quam Architects'and INTENDED USE Engineers`Resources CD or on the web at:www.quamspeakers.com All variants: Downward facing, ceiling mounted, Interior environment. Program Material: Signal tones,voice and music SYSTEM COMPONENTS Loudspeaker 8C10PAX Transformer Options 5 taps at—3 dB levels 25V, 4W Order as C10X/62_ _/Wx/xx 70.7V, 4W Order as C10X/B7�Wx/xx 25V/70.7V 5W Order as C1 0VBV1Wx1xx Baffle Options Screw Mount Order as C10X/xx W/xx Stud Mount Order as C10X/xx/W5 xx Volume Control Option Order as C10X/xx/xx/VC RECOMMENDED ADDITIONAL QUAM COMPONENTS: 0401.1- Backboxes, Round 0402-Loudspeaker mounting devices ADDITIONAL COMPONENT SUBSTITUTIONS AVAILABLE Contact Factory Quam-Nichols Company 234 East Marquette Road, Chicago, IL 60637 Phone: (800) NEED NOW Fax: (888)NEED NOW f (800)633 -3669 (888) 633-3669 1031 Mail: neednow@4ncatim www.quamspeakers.com 9 2006 Quam-Nichols Company Quam-Nichols reserves the right to make changes and/or improvements to its products at any time and without notice. Printed in USA MOXPER-061\1015 r f E W n:•Sg 8�6v€¢� uam RtMt ^ m em3Pe.3alk.-IIF .......... - "MOW vAY AY°: - Q ° ERD8 Series 4"2FIR Round, Recessed 3 ER�PANR d, sed Backbox Enclosures UL Listed (UUMW) OINI °s6I,= ° n• w ® � - Constructed of drawn steel, and mechanical resonances. They M -=, r these backboxes have a bump are approximately half the weight ft�°8 to add acoustical rigidity and a of welded backboxes. They can be fire retardant acoustic damping used with SSB-2, SS13-3, S134, l! O device to reduce standing waves SSB-6 and SSB-7 support devices. K ?gym-`�".c:Em:e::• m:mr...,. ..., � .��—:•.m°-�-":• • ERD8 SERIES SPECIFICATIONS Z MODEL ERD8 ERD8NS ERD8-1KT ERD8-1ST *ERD8TR D Inside diameter 9-314" 9-314" 9-314" 9 3I4" 9-314" 'E»¢n» Flange diameter 12-5116" 12-5116" 12-5116" 12-5116" "NIA O E €era Depth 4-112" 4-112" 4-112" 4-112" 4 112" {p .:; Perforated Straps 4@ 90" None None 1 on top ton top -R4 �'` on side -< Mounts all baffles 11-114" 11-114" 11.1/4" 11-114" *For with Bolt Circle of: rr.E ...°. _..: :.EP& :�- � System TR ......-. e:°.._ ° Volume 275 275 275 275 275 remr�_=E,� .....�: ERLIBNS _ ....E" ,-":- Mro Pi:irr (cubic inches Knock outs: 4 @ 90, 4 @ 90- 1 on top 4 @ 90" 4 @ 90" (112"&314"} on side on side on side on side " Weight 1 lb-11 oz 1 Ib-11 oz 1 lb-11 oz 1 lb-11 oz 1 lb-11 oz M. gg=. sa�Wrlrro Material 22 gauge steel with rust inhibitive coating on all surfaces #i1 aetl�s3i t1L llst�(>1,Category Finish white, baked, hybrid powdered epoxy on outside surfaces -: UU 1b[e far use lh ceilin T Bar Mtg. SSB-2 5SB-2 SSB-2 SSB 2 NIA � y E 1 Accessory, - - K f >�x�A��part o�air hart �..-.. ••-•r 'Model ERDBTR is dedicated model for use with System TR(refer to TS-60). 001s $tee .:...>» 6 T e Fd .n,asl...«,.. QKpNi +SSB #Jletuppnrt Bridge(pur ms 44 = +±�aratel�r� is a UL _ Architects & Engineers Specifications gp,p',', (UluM►►V) accessory The Loudspeaker enclosure shall be to accommodate either 112"or 3I4" 6E°AeTis> r3 used,nrlth theg serita Quam model[ERD8, ERD8N5, approved metallic conduit or cable t F E t ERD84KT, ERD84ST, ERD8TR]or box connectors. (Insert for model 9 +l�et#�gner�'io;nest,afirrtEttaling approved equal. The enclosure and ERD8-1KT]The enclosure shall `°�`' illhy taarttnsAtbr shiRping and tile support bridge accessory must be have one combination 112"and 314" E ' UL listed, category UUMW, for use in knockout located on to center. €��€ bite sotapstte re-stulre- 9 ry P p p [Insert for ERD84ST]The enclo- air plenum spaces. Construction shall be seamless, one piece type, drawn sure shall have a perforated steel from 22 gauge steel that is coated •Bade ltl�utl�ine� J nuts,are 9 9 strap on top of the enclosure to st3q} I sstted In mounting with a rust inhibitor on all surfaces accommodate T-Bar weight relief e�min�tlri fogs d and finished on the exterior with €T. and seismic tie-off requirements. ,.r uring baked, hybrid, epoxy, powder coating. [insert for all models except P"� trY }and installation The enclosure shall provide a mini- ERDBTR- p ]The enclosure shall mount x= €Es a mum interior volume of 275 cubic to Quam model SSB-2 the support Maur st }�� pro�id+:quick u EmA m inches. The enclosure shall have a bridge by four slots spaced at 90' aftrtet7t toSg 2 tilts bridge', Y resonance damping pad which does and without need of separately pur- a„ 1 io-Ut tree to purchase adds not support combustion. [insert for chased non-approved hardware. all models except ERD8-1K Four [Insert far model ERDBTR]The q t on hardware P T1 combination knockouts shall be pro- enclosure shall mount to the Quam ICI°fo ' mtediate; vided on the side of the enclosure, System TR with four provided#8 �� shii #isn - spaced at 90' F sheet metal screws. a...°..,.;...,.,,. . . g'3 E Quam� Yv 9 � E E ,}0},a;ga<:sErt6€:" Member t 4 Quam-Nichols Company ,- '' 234 East hfargcie[te Road•Chicago,IL 60637 (773)488-5800 •PAX(773)488-6944 TS-37 B EQuam ERD=8 ERD8U Back Box 1 Mounting Device VL Listed Vl 0401. 1 FLUSH MOUMTED, ROUMDLLI V III e A 0 0 t a 4-1/4 a O o Q T` HU , 3 LN 0 12-5/16 0 0 F� _ , i60 c us`Baia 0 r x [u O ° H r V! W oa X 0 m GENERAL DESCRIPTION MECHANICAL SPECIFICATIONS The Quam ERD-8 or ERD8U is a UL Listed (UUMW), Height 4-1/2" V round, steel loudspeaker back box. Finish: White baked Diameter 12-5/16" epoxy hybrid. (Flange Max) Bottom Diameter 9-3/4" m INTENDED USE Top Diameter 8-1/2" Use with recommended additional Quam components to Internal 275 cu. in. .� complete a loudspeaker assembly used in an indoor Displacement environment. ATTACHMENT POINTS SYSTEM COMPONENTS TOP SIDE N/A ERD-8 -- 4x welded ERD8U - 2x snap-in RECOMMENDED ADDITIONAL QUAM COMPONENTS 0402 - Loudspeaker Mounting Devices, SSB-2 ELECTRICAL ACCESS TOP SIDE 0401.2 - Speaker,Transformer, Baffle&Volume Control ERD-8 1x 4x-90'apart OR ERD8U 1x 4x-90'apart All devices connect with twist-tabs to support bridge. 0104.3 - Speaker,Transformer, Baffle& Universal Knob Control Recommended construction sequences, installation instructions and A&E Specifications are available in various formats on the Quam Architects'and Engineers'Resources CD or on the web at www.quamspeakers.com Quam-Nichols Company 234 East Marquette Road,Chicago, IL 60637 Ate�ntxr �: Phone (800)NEED NOW ; Fax(888)NEED NOW IBEW O .�� (800)633.3669 (888)633-3669 f 031 su3.atkn oouxi oe Fufis `� , E-Mail:neednow@gnc.com www.quamspeakers.com =� �2005 quam-Nichols Company Quam-Nichols reserves the right to make changes andlur improvements to its products at anytime and without notice. Prigted in USA. TS-ERP-81ER1l8U-0605 A}e"' Clock Controlled P-�, ra �i -�, Tone Generator Taec..om SowvoNS FOR THE 21 ST CeNTURY January 9,2004 Add Time Controlled Alert Tones and f eas Emergency Tones to Your Paging System �r q�,,a p9iil ill Viking's model CTG-1 is a clock controlled tone gen- erator designed to provide accurately timed alert tones or buzzer sounds over an existing paging system. The CTG-1 can be programmed to output single, dou- ble or triple alert tones or buzzer sounds with up to 128 ,events in a 24 hour period. These tone/buzzer sounds � ;are ideal for indicating the start and end of shifts, break� g -,,times, lunch periods, etc. for factories, schools, or any business requiring an audible indication of specified times. Each day of the week can be programmed to either on or off, allowing you to turn off the alert tones during specific days of the week (weekends, etc.) ' The CTG-1 has three contact clo- Appliv l ifflon' sure inputs for triggering an • Signal the beginning and end of class periods, emergency siren, evacuation sig- breaks, and lunch periods for schools nal or a door bell sound. • Signal the beginning and end of shifts, breaks, and lunch periods for factories and other Fea to es, businesses • Provides a door bell and/or alarm sounds over • Accurate 24 hour digital time clock displays hours and minutes an existing paging system, for such applications as door entry, fire, severe weather, etc. • User programmable 24 hour, 128 event timer • Use with Viking's DVA-2WA to provide timed • Programmable day of week onloff feature messages (Fax Back Document 110) • Programmable single, double or triple alert sound output (selectable tone or buzzer) Phone— 715.386.8861 • Three contact closure controlled sounds: 1) Emergency siren (yelp) sound hUJq:IIWWW.VIICII?gIBCfCQC1l'CS.ct2171 2) Temporal (slow whoop) evacuation signal ��(� `• ■•�w `• " "NFPAIANSI compliant when used with supporting equipment a�'�'�"�`r'�rJ�'�'�"a!t ��`"'' 3) Doorbell (chime) sound Power. 120V AC/13.BV AC 1.25A UL listed adapter provided Dimensions: 133mm x 91mm x 44mm (5.25"x 3.6"x 1.75") • Volume controllable, 600 ohm line level audio weight: 0.9 Kg (2 lbs) output Environmental: 0°C to 320C (320F to 90°F) with 5% to 95% • Non-volatile programming memory non-condensing humidityConnections: 10 position cage clamp terminal strip • Battery backup for maintaining clock time Battery Backup: 9V alkaline or NiCad rechargeable battery (not included) maintains clock time for over 8 hours • Battery backup charging circuit for charging 9V Time Base: 60Hz AC power line NiCad/Ninth batteries Time Base Battery Backup Accuracy: +/-.001% • DPDT relay contacts for muting paging or Audio output: 600 ohm with volume adjust potentiometer,max- background music during event-tones Relay level=0.4 dBm11.05Vrms across 600 ohm load Relay Output: DPDT rated 125VAC, 30 W(resistive load). Inst,a,111I �t,Ion I�aa�s�t�oti!� l�fess�lo plaie the 6i�p1�y„Sha�vs litted(t�i t��tta�y ,;t��g$ ;�u�rr�e�f tn�ernal ses;ona� ' Relay; c��tacxs T4 Z Lrlthp� seE Tuna,Sit pay, c)dd eyafit tife F ;d �Y�etdef cult lsFp IVOtba�t fhddt�+tte In canjyQtlof�tIttt pins 3A 4;. het Pydr�s ar< 3+3v�ew�apl Io�es ainr� Mode sst dht �b(e batter(es move the �lattryr1d 5 YoLr fray solder is the;e'PCP taac{s if t�hg C1? !ge slr{lrlt to the(3N�ositiorfP� fegGlteci ------------------------------- -------------- 1 � � I QIRkn4t> vattt T#me 8pkting�utfonsr,Prey:; 1 Battery Charge Secondary e Aluc�i_ uitons �O !na[ease f 1 VIKING CLOCK Jumper Relay Contacts , pr ( p 1 o p Y ecfts@ tiltSwhz3 rI"ANCE switci iG [s ` L _-- �g{�ptTlt, .q� TONE GENRaroR Je aced tq:ranca!sn alert tgr)elb� zerdc,nd event ----- - 1""- - 1 _' � ON ° W 14T5 revleWin$ptq�rar�t�in I TIME l I PM 1�I a R 3 Normally Open lCA1MCEL MO B s'Wa OFF-0 ®' Common 2 Normally Closed Loch alert Pane: Iirogramlih�sutt9ns After set ` BET TIME n lit!@11 �1E t�lStt~ fats$tNUI.� Dt3tlBLT Or St.DAY � ALERT TONES ---�_ , (� r � L �1—. SINGLE DOUBLE EVENTS llBLE TAIPLe II �LL�II 12iPtt t0 progrin F, 2 dr 3 a�erl t611eslbLlzzer REVIEWICANCEL _ Ld3 sattnd� rthaf d�ertt#IeMUM BCvV^n�dar}�ISUttaftFunctloklsWhllelntHs ! ___-- ---1______6____.! , 2 3 4 e B T B o ,o I DAT"1� �1SINk3k., .Eau#tpn',tS ttsed t.O detest.- 9VBATTERY ALERTTONE 1 be#w en cfa 1 o d t- 1 `T bGtlst��b # BAC3CBP VOL.hE 1 e v{ 7)Qfnl tan 1s aged as a one dime s�ttip tQ p wootm I ta�ay s day af'ihe week 1 1 1 1 V battery Backe 'A' Cpntteotlon 1 53andard iD-Common 1 1 g-Emergency Siren(Yelp):Continuous while ik011tte pf rQttalgeat5l�i`(hi[Cadli�iinlfh� V bat � shorted to pin 14(common). try[ (€�2t} $t1Jet heg�d fTlAlntal0h6,q l9ek ----------- I 8-Evacuation Sound(Temporal Slow Whoop): flee Sfuringaver outages = , Continuous while shorted to pin 10(common). i 7-Doorbell Chime Sound(Ding Dong):Repealed Ito onx'9 Ct?Iltral t qrn CIoCItWl52 ; continuously while shorted to pin 14(common). tb lrfCrease vAlEJme df e(art df�a5ltrUzzer gg!rids, _--------------- j 6-Alert TonelBuzzor':Short to pin 10(common)for - -- t�etgfrncy arts door bell (chllne) sour#ds (see buzzer sound,leave open for tones. �{iagrni below 5-Normally Open Relay Contact Note: When the alarm buzzer - 4-Common Relay Connection zer is s selected(pin 6 shorted to pin 10), 1 3-Normally Closed Relay Contact a double or triple programmed event will be sounded twice, approxi- 1&2.600 Ohm Audio Out Palr:Line level output, mately three seconds apart. connect to input of paging amplifier. A. Typical Installation on the Paging Port of a Phone System Connect the CTG-1 between your phone system and your paging amplifier as shown in the diagram below. A 9V bat- tery must be installed in the CTG-1 to maintain clock time during a power outage. Either a standard or rechargeable 9V battery will maintain the clock time for over 8 hours. Note: When using a rechargeable 9 volt battery, the battery charging jumper must be in the ON position (see diagram above). When using a non-rechargeable 9 volt battery, this shunt must be in the OFF position. PA-2A Paging/Loud Ringing VIKING® CTONEQENERATORD Amplifier System MODEL CTG-9 PMEa?' ......._�...... TIME EL rwb5 o ..,.i' VIKING. MODELPA-2A sQe :r :c . 1� 1 1 3 Y01� ^E L x a_OCH noif � BET LIME PAalxa.�Wopwonp ttt 9 BET BAY T AMPLIFIERaYdRi p^�3;y�g;eu�.l-..�p�p �� EET EVEHEE s I 4 .>��L:E:3Ru 777 WPLE ItEVIEWICANCEL uL��IC:GFI'i-'S f 1 2 3 4 E E T : a 10 DryContact Closures from Alarm m®aa mama3. �. Equipment,Doorbell Switch,Etc. Common ,� n ontrol -or- Evac ion S 17_1 Doorbell 0----- Paging port Input of output of Alert Tone/Buzzer Sound Select PagingAmp PABXIKSU ................................................... .........................,..... (open tones, closed buzzer sounds) Programming A. Setting the Clock Time 1. Press the MODE button repeatedly until the SET TIME indicator lights. 2. Increase or decrease the clock time by pressing the+or 4CANCEL button until the desired time is displayed. 3. Leave the set time mode by pressing the MODE button. Note: Either the +or/CANCEL button MUST be pressed at least once prior to leaving the set time mode. The clock will then start to run the moment you leave the set time mode, allowing you to synchronize the CTG-9 with your build- ing clocks. B. Setting the Day of the Week Note: This step is only required if you want to turn off the Alert Tones on certain days of the week. 1. Press the MODE button repeatedly until the SET DAY indicator lights. 2'. A flashing"A" indicates all 7 days of the week are"on"and today's week day has not been set. The day of the week has already been set if a flashing number(1-7) and "on" or"of' are displayed. 3. Select today's day of the week using the TIME (+ and -(CANCEL) buttons. As a general rule, Sunday is day 1 and Saturday is day 7. When the correct day of the week is flashing on the display, set it by pressing the DOUBLE alert tone button. The week day number and "on"will now be displayed. Note: The day of the week setting is a one time set up and does not need to be reset unless you have experienced a brown out long enough to discharge the 9V battery backup(approximately 8 hours). To reset the day of the week, you must power down the CTG-1, remove the 9V battery and repeat steps 1-3 above. C. Turning the Alert Tones On/Off for Specific Days of the Week 1. Press the MODE button repeatedly until the SET DAY indicator lights. The current day of the week and "on"or"of' will be displayed. "on" = alert tones are ON and "of" = alert tones are OFF for that day of the week . 2. Pressing the SINGLE button will toggle between flashing the day of the week and flashing "on" or"of'. The flash- ing portion of the display is the section that can be changed. 3. With the day of the week flashing, use the TIME (+and -(CANCEL) buttons to select the day of the week you would like to set to ON or OFF. When the correct day of the week is displayed, press the SINGLE button to flash "on" or "of'. The day can then be set to ON or OFF by using the TIME (+ and -(CANCEL) buttons. 4. Review your day of the week programming by pressing the SINGLE button until the weekday (1-7) is flashing, then increment through each day of the week with the TIME (+) button and monitor each day for its on or off setting. Exit the SET DAY mode by simply pressing the MODE button. D. Setting Timed Alert Tones 1. Press the MODE button repeatedly until the SET EVENTS indicator lights. 2, Increase or decrease the event time by pressing the TIME (+or 4CANCEL) button until the desired time is shown. 3. Press one of the single, double, or triple ALERT TONES buttons to program that selected tone you wish to output at the specific event time. A single, double, or triple confirmation beep should be heard. Note: if more than 128 events have been entered, a long beep will be heard indicating that the event memory is full. E. Reviewing and/or Cancelling Timed Alert Tones 1. Press the MODE button repeatedly until the REVIEW/CANCEL indicator lights. 2. Press one of the ALERT TONES buttons (single, double, or triple) repeatedly to rotate through the event times associated with that alert tone button. Note: Event times are stored in the order of programming, not chronologically. 3. Press the -/CANCEL button to permanently cancel an event tone. The next consecutive event for that specific alert tone will then be displayed. F. Adjusting Output Volume 1. Short pins 7 and 10 together. The door bell sound will then begin to chime. 2. Adjust the volume control potentiometer(see Installation section A). G. Activating Contact Closure Alarm Tones To activate different sounds, short the corresponding pins with a Sound Short Pins... dry contact closure as shown right (see Installation, section A). Door Bell (Doug Dong) ...7 to 10 Note: While the appropriate contact closure is maintained the Evacuation Sound(Slow Whoop) s to 10 sounds will be repeated continuously. Siren (Yelp) ...91 to 10 H. Locking the CTG-'I for Operation When finished programming, press the MODE button until the LOCK indicator lights. In the lock mode, the time and alert tone"keys will be disabled and the current time will be displayed with the colon flashing once per second. Orera i l When the clock time matches an event time and that day is set to"ON"or"A", the CTG-1 will output the corresponding single,double or triple alert tone or buzzer sound. The CTG-1 will also open terminals 3 and 4 (normally closed)and close terminals 4 and 5 (normally open),allowing the capability of switching out the audio from the phone system and switching in the alert tone from the CTG-1. Similarly, while a contact closure is made shorting pins 7, 8 or 9 to pin 10,the CTG-1 will continuously output the corresponding sound (door bell, evacuation signal or emergency siren). In case of the siren or evacuation signal, terminals 3 and 4 will open, and terminals 4 and 5 will close for the duration of the contact closure input.Terminals 3,4 and 5 will return to their normal states at the end of each doorbell tone. IMPORTANT- While operating, the CTG-1 continuously checks the event time information stored in memory. If a problem is detected, the CTG-1 displays "EEE"to indicate an error. !Normal clock function continues in the background. To clear the error, press any button and the CTG-1 will return to normal operation. If the "EEE"display persists, contact Viking Technical Support at 715-386-8666. i A. Alert Tone (Bong) 2.6 sac 1.2 aecF2.11110011' 11.2sec 1,2secOn64o aaoff 640 Hz 64Z640 Hz 640 Hz Single Double Triple B. Alert Buzzer 6 B 6 4 U aec .8880 .B sec .8 sac 3 second break aec aec I sac 3 second break On then repeated then repeated La second time 60 Bo eo a second time Off 80 Hz 8o Hz 80 Hz Hz Hz Hz Single Double Triple C. Door Bell (Ding Dong) On 3 sac IE—.8 aec Continuously repeated while pin 7 Is shorted to pin 10. Off �4O 800 D. Evacuation Signal (Temporal Slow Whoop) 300 me 300 me 300 ma 300 me Imo—1.5 second On Break Continuously repeated while pin 8 Is shorted to pin 10. Off 230 Hz 660 Hz E. Siren (Yelp) E,300 me�F-300 me 300 me On Continuously repeated while pin 9 is shorted to pin 10. Off 290 Hz 2600 Hz 290 Hz 2600 Hz Use Viking's DVA-2WA Digital Voice Announcer(Fax Back Document#110)in conjunction with a CTG-1 to provide time activated pro- motional voice messages over an existing paging system. The CTG-1 will be used only to provide time activated contact closures to the DVA-2WA for initiating multiple (up to 7.5 minutes total length) promotional messages. Note: it is recommended that a UPS{uninter- ruptable power source)be used to maintain the proper message order in the DVA-2WA during a power outage. Up to(3)8 n Speakers Model CTG-1 Model DVA-2WAEshown or 16 45 n Speakers { ) p Background The store will be closing Music Source In 11]minutes. Please bring all items to the check out... NHS aging cluded) Due to the dynamic nature of the product design,the information contained in this document Is subject to change without notice.Viking Electronics,and its af(Illates and/or sybsid€dries assume no respo6sibility for errors and omissions contained In this Informatlon.Revisions of this document or new editions of it may be issued.to Incorporate such changes. Fax Back Doc 460 Printed in the U.S.A. ZF300500 Rev E TO"� ' Mutti-Tone )rai Generator �+ ,/ TELecom S`OLU.�IONS FOR THE 1 Y February 27E 2003 Generate Multiple Tones for Any R Paging System _aM Viking's model MTG-10 is a multi-tone generator designed to add multiple contact-controlled audio tones to 511 On a in stems or 600 ohm inputs. p g g systems p The MTG-10's audio input can be connected to any pag- e ing source, such as a phone system paging port or back- �` l ground music. When a contact closure is provided to one of the inputs, the paging or background music is faded out and the appropriate tone is generated over the paging , �� r'� = system. The siren or the evacuation whoop always have priority and over-ride any other tone being generated. The MTG-10 can also be configured to provide a tone every 15 seconds to notify callers that their conversation is being recorded. Phone.„715,366.6661 F0aa, u, reams., '' • Ten available tones, organized into two groups of di ( i"e lescrr tptilo,n,;s five tones • Siren • Contact initiated • Interrupted 784Hz Tone • Built-in background audio source fade-in/out • Door Chime (Ding-Dong) • Priority ANSI compliant evacuation and siren • Warble (Electronic Ring) tones • Double Gong • Telephone recording disclosure tone repeats • Evacuation Whoop (ANSIINFPA compliant, tem- every 15 seconds poral slow whoop) • Telephone Recording Disclosure Tone (500ms iofo@vikingelectronics.com beep, every 15 seconds) �` • Double Chime pe ,i eatJion,s, Power: 120VAC112V DC 500mA UL listed adapter provided • Quadruple Chime Dimensions: 74mm x 53mm x 25mm (2.9"x 2.1"x 1.0") Shipping Weight: 0.4 kg(0.86 Ibs) • Double Buzz Environmental: 0°C to 32°C (32T to 90T) with 5% to 95% non-condensing humidity Input Impedance: 600 ohms http:11Www.vikfngelectronlcs,coo Output: Capable of driving 600 to 100K ohms impedance Maximum Output Level: +5dbm into 600 ohms Evacuation Tone: ANSI compliant Made in the U.S.A. Connection: 10 position cage clamp terminal strip ft rra n t l IF YOU HAVE A PROBLEM WITH A VIKING PRODUCT, PLEASE CONTACT:VIKING TECHNICAL SUPPORT AT(715)386.8666 Our Technical Support Department Is avallable for assistance Monday BamApm and Tuesday through Friday Bam-5pm central Vine.So that we can give you better service,before you call please; 1.Know the model number,the serial number and what software version you have{see serial label). 2.Have your Technical Practice In front of you. 3.It Is best if you are on site. RETURNING PRODUCT FOR REPAIR RETURNING PRODUCT FOR EXCHANGE The following procedure Is for equipment that needs repair: The following procedure Is for equipment that has failed out-of-box ): 1,Customer must contactMking'sTechnficelSupportDeparlaentat716-38&8MtoobtainaReturnAuthorization{RA) 1.Customer must contactMkkhg'sTechnicalSupportat715-388-8888todeterminepossblecausesfartheproblom.The number.The customer MUST have a complete description of the problem,with all pertinent Information regarding the customer MUST be able to step through recommended testsfor diagnosis. defect such as options set,oonditons,symptoms,methods to duplicate problem,frequency of fall re,eta 2.If the Technical8upportProducl Sped slot determines that the equipment Is defective based on the customers Input 2, Packing:Return equipment In original box or 61 proper packing so that damage will not occur while In transit Stato and troubleshooting,a Reklm Authoftflon(R.A.)number will be Issued.This number is valid for fourteen(14) sensitive equipment such as adroult board should be In an ant-stalic bag,sandwiched between foam and Individual- calondardayafrom the data of Issue. ryboxod.All equipment should be wrapped to avoid packing material lodging In or slicking to the equipment Include 3.After obtalning the R.A.number,return the approved equipment to your distributor,refemnring IhjB A jAnber.Your ALL parts of the equipment C.O.D.or freight collect shipments cannot be accepted.Ship colons piepald to: distributor wilt then replace the product over the counter at no charge.The distributor will then return the product to Viking Electronics,1531 industrial Street,Hudson,WI 54016 Viking using the same R.A.number. 3.Return shipping address:Be sure to Include your return shipping address Inside the box.We cannot ship to a PO Box, 4,The dlsldbutorwl11 NOT exchangothis product wit he ut it rat obtaining the R.A,humberfrom you.If you haven't 4. RA number on carton:In large printing,write the R.A.number on the outside of each carton being returned. followed the steps listed In 1,2 and 3,be aware that you will have to pay a restocking charge. WARRANTY Viking warrants its products to be free from defects In the workmanship or maledals,under normal use and service,for a period of one year from the date of purchase from any authorized Viking distributor or 18 months from the dale manu- factured,whichever is greater.If at any tins during the warranty period,the product Is deemed dafoc6ve or malfunctions,return the product to Viking Electronics,Inc,1631 Industrial Street,Hudson,WI.,64016.Customer must contact Vikfmg's Technical Support Departrnent at 71"86-8866 to obtain a Return Authorization(R.A.)number. This warranty does not cover any damage to the product We to lightning,over voltage.under voltage,acddenF misuse,abuse,negligence or any damage caused by use of the product by the purchaser orothere. Vikings sole responsibility shall be to repair or replace(at Viking's option)the material Willa the terms slated above.VIKING SHALL NOT BE LIABLE FOR ANY LOSS OR DAMAGE OF ANY KIND INCLUDING INCIDENTAL OR CONSE- QUENVAL DAMAGES RESULTING DIRECTLY OR INDIRECTLY FROM ANY BREACH OF ANY WARRANTY EXPRESSED OR IMPLIED,OR FOR ANY OTHER FAILURE OF THIS PRODUCT.Some states do riot allow the exclusion or liml• lation of Incidental or consequential damages,so this imitation may not apply to you. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES,EXPRESSED OR IMPLIED,INCLUDING THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE,WHICH ARE HEREBY EXCLUDED BEYOND THE ONE YEAR DURATION OF THIS WARRANTY.Some states do not allow l mhation on how long an Implied warranty lasts,so the above limitation may not applyto you. lb. .s to.I !I a t1,Mo A. Mounting The MTG-10 is designed to be wall mounted using the included foam tape or with screws as follows: Sf� I_c .rUr1r5 t�Q�lasti�.,cd�Ier Step 2. Loosen the screw and rotate the circuit board to the left, exposing the two mounting holes in the base(see Diagram 13 below). °SEep,3; „SceW the base to the Wa I`et� Ih;�(2).#6;f( ti�eAd (2)N Flathead MgntM:M<0+1b Screws or Sheetroc� Internal View MW\4Senn 4�n�f !e. Screws(not Included) of the MTG40 1 s�eo, Mounting Holes e� A� 6,G Diagram A eee Diagram B Note: Make sure the screw heads are fully driven into the base to avoid shorting the circuit board leads. B. Wiring 120V AC IMPORTANT.' Electronic devices are suscep- 12V DC dfi (I fible to lightning and power station electrical mr�m � � ,. surges from both the AC outlet and the tole- Adapter Adapter phone line. It Is recommended that a surge protector In O + be installed to protect against such surges. Contact Ill Panamax at(800)472-5555 or Electronic Specialists ITI + Output Inc.at(800)225-4676. 1 2 a 4 4 s 7 a s 1a Volume Control Tone Selection (plus 1-5) Audio Output(pins 9&10) Common Ground(pin 6) Audio Input(pins 7&8) P+Ar' rogra,mmi lVg A. Tone Generator Only If the MTG-10 is to be used strictly as a tone generator, connect pins 9&10 of the MTG-10 to the audio input of a pag- ing amplifier. In this mode, no input signal is required, only a contact closure for the desired tone. B. Tone Generation and Background Music Control If the application requires background music to be interrupted by the tone, connect the background music source to audio input pins 7 & 8. The audio output pins 9 & 10 connect to the audio input of a paging amplifier. C. Telephone Recording Disclosure Tone In some states, to legally record a telephone conversation, both parties must be alerted to the fact that you are record- ing their conversation. One common method of reminding callers that they are being recorded is to provide a period- ic alert tone during the call. To create a telephone recording disclosure tone at 15 second intervals, wire the MTG-10 as shown below. Then jumper pins 1 and 5 with pin 6. When the unit is powered up, it will go into alert tone mode. Note: The shunt JP1 may be in or out. 12UV AC 12V DC O+_� 0+ Adapter O �� + �� Included 41 1 2 8 4 6 8 7 8 910 C.O.Llne or r . analogPABAIitSU Station i. ° 1 Recording Device (Tape Recorder shown, not Included) via Standard ............................ _,;'^�.r=:e Telephone D. Output Volume Level The output level of the tones can be adjusted by adjusting the Output Level Control as shown in Installation section B. This does not affect the level of the audio input. A. Tone Group Selection The MTG-10 features two groups of user controllable tones Tone Shunt Pin Number selected by removing or inserting shunt JP1 (see diagram siren In 1 below and chart to the right).Note:A steady 784hz tone is avail- a Interrupted 784hz Tone In 2 able by using special software model 11410-CT. a c Door Chime (Ding bong) In 3 Warble (Electronic Ring) In 4 Double Gong In 5 o Out 1 Shunt JP1---------- m� C� Evacuation Whoop Q. Interrupted 784hz Tone Out 2 �© o' Double Chime Out 3 i x a , s e r . w L m�0080e660 0 Quadruple Chime Out 4 Double Buzz Out 5 B. Individual Tone Selection An individual tone may be energized by shorting pin 6 (common ground) to the corresponding pin of the desired tone. The tones will continue for as long as the closure is maintained. If background music is passed through the MTG-10, it will be faded out during the tone and then faded back in. AppI t I aft ons, A. Amplifying MTG-10 Tones with a PA-2A In this application, the tones from the MTG-10 are amplified by a Viking PA-2A Paging/Loud Ringing Amplifier. Whenever the MTG-10 receives a contact closure on one of its inputs, it generates the selected tone. Whether the paging amp amplifies the tone when other inputs are activated depends on the the priority the paging amp places on this particular input. If the MTG-10 has been installed to generate emergency tones, its output should have top prior- ity so that any emergency tone will be amplified and sent to the paging speakers. VIKINGe MooEL PA-7A MTG-10 na�� ,�OCY no no O PAGING-D RINGING y NAPLIFI....... PA-2A y p y��J0 _ r e o ,o E II Ii fI l I , I I I I , I I I Radio Source emmm 25AE Paging Worn 1000 o O @®® Need More lDforrnailon an the PA-ZA? Call(716)388 4346 end select 486. B. Background Music, Paging and Tones In this application,the MTG-10 is used with a Viking PI-1 and a CPA-7B to provide paging with background music which can be interrupted by tones from the MTG-10. The PI-1 provides switching between background music and paging, the CPA-713 provides the amplification, and the MTG-10 is wired in such a way that its tones will always be given pri- ority over music or paging. MTG-10 PI-1 CPA-7B UNIVERSAL TELECOMIPAGINO INTERFACE V11QNGe MODE!CPA-TB RIMe e o e e G .,... -.,.... ,«�IIF.t ae o®e Ou �n �I! p NN04tll IINH WI (� O ICJ V VIKIHGo 8 � � °` ""°"°•: °Y � V Pr--i MODEL � 1 a`44 s a; ))i i i �,� 25AE Paging��l ®aeeeeaa Ll-�d Horn Contact o Closure do To Music Input 0 Phone aging Port PABXIKSU Need More Information on the Pt 17 Station Source 0 e Call(715)386.4346 and select 490. Source o00 00 elm A Need Moralnfomralton on the CPA-7139 Call(716)386.4346 and select 466. netat.eId Product Add Paging, Loud Ringing and Background Music to Centrex, PABX, and Key Systems The CPA-713 is a cost effective, multi-purpose, telecom paging system. The CPA-7B provides 6 watts of low noise, high fidelity power for many telecom paging and night bell applications. Multiple units can be cascaded to power more speakers for larger paging applications. is The CPA-713 can be interfaced to ringing Centrex/C.O. lines, analog PABXIKSU stations, unused trunk inputs, as well as standard paging ports. For loud ringing, the CPA-713 generates an adjustable loud warble from a dry contact closure or a ringing Centrex/C.O.line or analog PABXIKSU station. The CPA- .,.::. 7B is easyto install and can eliminate the installation of multiple$; p Need More Information on the CPA-7S7 r I,< bells, relays and paging cards. Call(715)386.4346 and select 466. Product Support Line...715-386.8666 Fax Back Line... 716.386,4346 Due to the dynamic nature of the product design,the information contained in this document is subject to change without notice.Viking Electronics,and its affiliates and/or subsidiaries assume no responsibility for errors and omissions contained in this information.Revisions of this document or new editions of it may be issued to incorporate such changes. 1=ax Back Doc 482 Printed in the U.S.A. ZF301320 Fiev B Board Agenda Item Submittal xIV D Requested By: Robert E Pfeil Entered By: Robert E Pfeil Agenda Item Title: Plan Commission Referral: 1-57 McKinley Ltd, Preliminary Plan for proposed parking lot expansion,900 Deerfield Pkwy Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 0 Consent Agenda 03/13/2007 03/19/2007 Regular Agenda Planning 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 NO funds? Additional Notes regarding Expenditures: Type the body of the cover memo here. Requests cannot be submitted if this field is blank. Mike May of Morgan Harbour Construction has submitted the attached Petition for Concept and Preliminary Plan Review and concept plan. Mr. May represents the owner of the property at 900 Deerfield Parkway. The owner is proposing to acquire the Village-owned parcel west of the site and combine the properties. A parking lot expansion is proposed for the site. A Preliminary Plan is required pursuant to the provisions of the Village Development Ordinance. The standard process for review of a Preliminary Plan is referral to the Plan Commission for workshop review and a public hearing. A plat of subdivision creating a new lot by combining the existing property at 900 Deerfield Parkway and the Village-owned parcel would also be necessary. The property at 900 Deerfield Parkway (3.61 acres) is occupied by a building with an area of 60,196 square feet with 106 off-street parking spaces. The plan for the expanded site (4.25 acres) proposes construction of 54 additional parking spaces. The building would not be expanded as part of the current plan. The petitioner should clarify the amount of office area in the building. The Village Zoning Ordinance requires one off-street parking space per 300 square feet of building area for general office uses. The issues that would be addressed by the Plan Commission include achieving an attractive landscaping plan for the Deerfield Parkway frontage and the internal parking lot, confirming that the proposed parking lot and access aisles comply with applicable zoning standards, and reviewing the feasibility of an access connection to the property north of the site. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: Board Agenda Item Submittal xIV E Requested By: Robert E Pfeil Entered By: Robert E Pfeil Agenda Item Title: Plan Commission Referral:Ventrella/Santucci property, Northwest and Southwest Corners of Deerfield Pkwy/Milwaukee Ave, Proposed Commercial Development in the B-3 and Office&Research Districts Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 0 Consent Agenda 03/13/2007 03/19/2007 Regular Agenda Planning 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No funds? Additional Notes regarding Expenditures: Type the body of the cover memo here. Requests cannot be submitted if this field is blank. Single Site Solutions has submitted the attached Petition for Concept and Preliminary Plan Review and concept plans on behalf of Berenice Ventrella, the owner of the property. The property was annexed in 1990 with B-3 zoning for the northwest parcel, and a combination of B-3 and Office& Research (O&R) zoning for the southwest parcel. The conceptual plan included as Exhibit D to the annexation agreement depicts a shopping center of 150,000 square feet, with an additional 15,000 square feet of buildings on three outlots on the northwest parcel. The conceptual plan shows a hotel and office building for the southwest parcel. The attached concept plans propose nine buildings on the northwest parcel (17.95 acres) including a hotel, a medical office building, a restaurant building, and six buildings with retail or retail/restaurant uses. For the southwest parcel (6.20 acres), the plans show an office building, a drug store, a bank and a retail building. A phasing plan and a landscape plan are included in the packet. Some of the issues that should be addressed for the proposed development include: • Following Referral to the Plan Commission, Letters of Interest or leases should be provided to the Village prior to the proposed development being scheduled for public hearing. The proposed phasing plan is enclosed for review; specific timelines should be detailed for each phase. • Achieving a unified architectural theme that provides an attractive overall appearance for the site by using compatible design elements for the various buildings. Likewise, a unified program for signs should be developed early in the review process. The size and construction of garbage enclosures should be a basic element of the site plan to ensure that these facilities are properly screened and gated. • Vehicular access to adjacent properties should be evaluated for both parcels. The northwest parcel is adjoined by properties in the Corporate Grove. Although there may be no immediate demand for linking the properties, it should be considered in the site planning for the Ventrella property. The southwest parcel is abutted by unincorporated commercial properties. It is probable that some of these properties will be redeveloped, and possibly annexed to the Village, so an access connection to the Ventrella property should be fully explored. • Bikepaths, sidewalks and other pedestrian paths should be an integral part of the planning and development of the Ventrella parcels. A bikepath is in place on the Highland Park Health and Fitness property north of the site, and this path should be completed to Milwaukee Avenue. It should also be linked into the proposed development. A residential subdivision abuts the southwest parcel, and the feasibility of pedestrian links to the residential streets should be evaluated. • A central plaza area and better use of the amenity value of the pond on the west side of the site should be considered for the northwest parcel. Although the preliminary landscape plan provides attractive plantings for the parking areas, there is no focal area on the plan for public gathering such as a gazebo or benches. A walking path should be considered adjacent to the pond, assuming that applicable stormwater management regulations do not preclude this type of construction. • Milwaukee Avenue is classified by the Illinois Department of Transportation (IDOT) as a Strategic Regional Arterial (SRA). The right-of-way (r.o.w.) standard for an SRA is 75 feet from the roadway centerline. It does not appear that this half r.o.w. is provided on the concept plan. The developer should explain how the 75-foot r.o.w. will be handled in relation to the required building setbacks. In the event that IDOT acquires the 75-foot r.o.w. from the centerline, it appears that the adjacent buildings would not meet the minimum zoning setback of 25 feet. The sidewalk shown on the concept plan appears to be adjacent to the current pavement of Milwaukee Avenue, rather than being setback from the road within the parkway. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: Board Agenda Item Submittal xv A Requested By: William H Brimm Entered By: Ghida Neukirch Agenda Item Title: Executive Session: Personnel-Section 2(c)(1)of the Illinois Open Meetings Act Date Submitted: Meeting Date Agenda Place Requested: Requested: Department: 03/14/2007 03/19/2007 0 Consent Agenda OVM 0 Regular Agenda 0 None Does this item Does this item include Will AV equipment be relate to another additional reference required to present item on the info separate from the this item to the agenda? Board packet? board? 0 Yes 0No 0 Yes 0No 0 Yes 0No Item Description Will this action involve an expenditure in 0 Yes 0 No funds? Additional Notes regarding Expenditures: Type the body of the cover memo here. Requests cannot be submitted if this field is blank. E.S. is recommended. Letter-Sized Legal-Sized Ledger-Sized Odd-Sized Attached Files Attached Files Attached Files Attached Files Approval Section: Draft Name: Date and Time: Submitted By: Pre-Approved By: Approved By: Published to Web: