**CITY HALL COMMON COUNCIL CHAMBERS** 500 Genesee Street, Delafield, WI 53018

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1 CITY OF DELAFIELD (262) AMENDED Common Council Meeting Agenda Monday, June 5, 2017 ~ Closed Session at 6:30p.m. ~ ~ Regular Common Council at 7:00 p.m. ~ **CITY HALL COMMON COUNCIL CHAMBERS** 500 Genesee Street, Delafield, WI Call the Common Council Meeting to Order. Pledge of Allegiance. Roll Call. Announcement of Closed Session. Motion to convene into Closed Session pursuant to Wisconsin State Statute 19.85(1)(e) deliberating or negotiating the purchase of public properties, the investing of public funds, or conducting other specified public business whenever competitive or bargaining reasons require a closed session, more specifically to discuss the bargaining for a new Police Union Contract. Motion to re-convene into Open Session. 1. City of Delafield Citizen's Comments 2. Consent Agenda - Items listed under the Consent Agenda are considered in one motion unless a Common Council Member requests that an item be removed from the Consent Agenda. a. Common Council Minutes. b. Approved and Issued Operator s Licenses. c. Treasurer s Report. d. Approval of Resolution regarding the City s 2016 Compliance Maintenance Annual Report (CMAR) submittal to the Wisconsin Department of Natural Resources (WDNR) for the City s wastewater collection system. 3. Committee Reports - Report on discussion and action taken at previous meetings, future agenda items and upcoming scheduled meetings. a. Licenses 1. Discussion and action to approve Temp Class B for Lake Country Women s Club, 42 nd Annual Lake Country Art Festival on July 8, Discussion and action to approve Class B beer and Class B Liquor for JLV Inc. doing business as Angelina s Ristorante. 3. Discussion and action on appointment of new agent Sheryl Volpano to Angelina s Ristorante. b. Plan Commission 1. Discussion and action to approved amended Conditional Use to extend the height of the existing cell tower from 50 to 75, and to add a ground-mounted generator and equipment cabinets; contingent on increased landscaping on the west side of the structure and repair or replacement of the bottom section of the tower. DELC Golf Road, Delafield. Owner Nagawaukee Square LLC. Applicant Phone One Consulting. Common Council Agenda - Monday, June 5, 2017

2 Page 2 2. Discussion and action to approve Ordinance 737, an ordinance repealing and recreating Section 17.22(7), 17.22(9), and 17.22(12), text amendments relating to size and location governing allowable boathouses. c. Lake Welfare Committee d. Park and Recreation Commission e. Public Works Committee f. Del-Hart Commission g. Police Commission h. Library Board i. Board of Zoning j. Promotional and Tourism Committee k. Lake Country Fire Commission l. Lake Country Fire Board m. Tree Board 4. Unfinished Business a. Discussion and possible action regarding Deer Management. b. Discussion and action to approve Ordinance 738, an ordinance repealing sections 9.02 and 9.03 and recreating section 9.02 of the Municipal Code of the City of Delafield, Waukesha County, Wisconsin relating to firearms, bows and arrows, crossbows, missiles and projectiles. 5. Mayor s Report a. Discussion and action to accept the resignation of Jim Vyvyan from the Library Board. 6. New Business a. Discussion and action regarding proposal to resolve excessive assessment claim for 2730 Heritage Hillside and 2725 Heritage Hillside by reducing the 2016 assessment from $14,801,300 to $12,000,000, resulting in a refund payment of $44, b. Discussion and action regarding approval of event packets requiring road closures. 7. Report of City Officials a. Administrator 1. Update regarding CTH C Project. b. Clerk 1. Discussion and action on Voucher List. c. Council requests for future agenda items - No Discussion of Requested Items. 8. Correspondence a. Pewaukee Recycling June 10, b. Healthy Lakes Conference June 23, c. Arrowhead Elected Officials. 9. Adjournment Persons requiring an interpreter or other assistance should contact the City Administrative office 72 hours prior to the meeting. Notice is hereby given that a majority of the Plan Commission, Lake Welfare Committee, Public Works Committee, and/or Library Board may be present at the meeting of the Common Council scheduled June 5, 2017 to gather information about a subject in which they are interested. This constitutes a meeting of the PWC/Plan Commission and others pursuant to State ex rel. Badke v. Greendale Village Bd., 173 Wis. 2d553, 494 N.W. 2d 408 (1993), and must be noticed as such. Clerk: SB Posted: X City Hall Bulletin Board X Website X Faxed to Newspapers

3 MEMO TO: FROM: Common Council Members City Administrator Sara Bruckman, Clerk DATE: Monday, June 5 th 2017 SUBJECT: #2b CONSENT - OPERATORS LICENSES AND PEDDLERS PERMIT The following Operators Licenses will be issued: 1. McEvoy, Taylor - Walgreens 2. Malhorta, Anjum MST 3. Beale, Ivy L - Angelina s 4. Piotrowski, Amie A Angelina s 5. Earle, Mark T Noodles and Co 6. Malone, Gerald - Angelina s 7. Bohn, Michelle L MKE St Traders 8. Rowedder, Madyson M Delafield Brewhaus 9. Woehrer, Megan E Delafield Brewhaus 10. Wright, Erin E Delafield Brewhaus 11. Kangas, Brooke A MST 12. Mertz, Brenden Walgreens The following Temporary Operators Licenses will be issues: 1. Wolfgram, Logan Rotary Club of Wauk- Blues Fes

4 500 Genesee Street, Delafield WI To: Mayor & Common Council Members From: Tom Hafner, City Administrator/Director of Public Works Date: June 2, 2017 Subject: 2016 Compliance Maintenance Annual Report (CMAR) Resolution A 2005 rule revision of Chapter NR 208, Wis. Adm. Code, expanded the Wisconsin Department of Natural Resources CMAR Program requirements to include municipalities such as Delafield that have satellite sewer collection systems that discharge into a regional wastewater treatment facility. Prior to 2005, only Del-Hart had been subject to the CMAR requirements and the City had not been. The CMAR is a self-evaluation tool that promotes the owner s awareness and responsibility for wastewater collection and treatment needs, measures the performance of wastewater conveyance and treatment works during a calendar year, and assesses its level of compliance with permit requirements. Enclosed please find a copy of the City s CMAR for the 2016 calendar year and proposed Resolution acknowledging that the Council has reviewed the CMAR. A resolution acknowledging that the governing body has reviewed the CMAR and identifying recommendations or an action response plan for all individual CMAR section grades of C or less and/or an overall grade of less than 3.00 is a required element of the CMAR program. The City of Delafield Sanitary Sewer Utility scored an A in the Financial Management section of the CMAR and an A in the Collection Systems section of the CMAR, for a resulting overall weighted grade point average of 4.00 (the Collection Systems section is weighted 3 times as heavy as the Financial Management section). With both grades being above a C and the overall grade point average being 3.0 or higher, no action response plan is required from the City. I would like to personally acknowledge the efforts of Paul Zellner and Marie Williams in completing the City s CMAR reporting requirements.

5 RESOLUTION NO A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DELAFIELD REGARDING THE 2016 COMPLIANCE MAINTENANCE ANNUAL REPORT SUBMITTAL TO THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES FOR THE CITY S WASTEWATER COLLECTION SYSTEM City of Delafield Wisconsin Department of Natural Resources NR 208 Compliance Maintenance Resolution 2016 WHEREAS, it is a requirement under a Wisconsin Pollutant Discharge Elimination System (WPDES) permit issued by the Wisconsin Department of Natural Resources to file a Compliance Maintenance Annual Report (CMAR) for a wastewater collection system under Wisconsin Administrative Code NR 208; WHEREAS, it is necessary to acknowledge that the governing body has reviewed the Compliance Maintenance Annual Report (CMAR); WHEREAS, it is necessary to provide recommendations or an action response plan for all individual CMAR section grades of C or less and/or an overall grade point average < 3.00; WHEREAS, the City of Delafield s grade for the Financial Management section of the CMAR is an A, the City s grade for the Collection Systems section of the CMAR is an A and the City s overall weighted CMAR grade point average is NOW THEREFORE, BE IT RESOLVED by the Common Council of the City of Delafield that the CMAR has been reviewed as necessary and that no action items are required to correct problems/deficiencies of the City s wastewater collection system as identified in the Compliance Maintenance Annual Report (CMAR). Dated this 5 th day of June, CITY OF DELAFIELD ATTEST: Michele DeYoe, Mayor Sara Bruckman City of Delafield Clerk Waukesha County

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15 12City o/ 1dalield PLAN COMMISSION AGENDA APPLICATION DEADLINES- Applications are to be submitted to the Clerk' s Office by the following deadlines: Regular applications are due 15 days prior to the next regularly scheduled Plan Commission meeting. Public Hearing applications are due 28 days pric to the next regularly scheduled Plan Commission meeting A complete submittal includes one set of the following documents: Completed and signed Plan Commission Agenda Application and Professional Services Reimbursement Form. Completed New Business Occupancy Form for the Police Department.( New Businesses only) Completed Lake Country Fire and Rescue Department Occupancy Inspection Statement& Invoice( New Businesses only) Application fee with check made payable to the City of Delafield. Any other documents as requested by the City Planner * NOTE: Ifsubmitting plans larger than 11" x 17", please submit one( 1) set offull-size plans which shall be folded as well as one reduced size copy. Plan Commission meetings are held the last Wednesday of the month at 7PM at City Hall in the Council Chambers unless otherwise noted. Applicants be in attendance at the meeting or action FILL NOT be taken by the Plan Commission. Please contact City Planner Roger Dupler with any questions regarding this application at , rdupler@cjsehinc. com. INCOMPLETE SUBMITTALS WILL NOT BE POSTED TO THE AGENDA "' OWNER INFORMATION Name: ne cc`.5: '/ v Signature: C ctcla se"'.< (- 0,-x` Sc-\, rc-z k[ C.ixr'" Nn O:u:,,- Mailing Address: 10 a-sr s C1 ec Suite/ Unit City State Zip Phone- Day: ext Phone- Evening: E- Mail Address: Christopher.flick@americantower. com APPLICANT INFORMATION Skip if it is the same as above) Name: Phase 1 Consulting- Dan Berni Mailing Address: 55 W. Monroe 3360 Chicago IL Suite/ Unit City State Zip Phone- Day: ext. 107 Phone- Evening: E- Mail Address: dberni@ph1c.com FOR OFFICE USE ONLY: DATE SUBMITTED FEB Created: Monday, April 5, 2010 Revised: Wednesday, April 15, 2015 S:\ Forms\ PC Forms\PC Agenda Application for SP CU CSM Plats- REVISED doc

16 TYPE OF REVIEW APPLICANT IS REQUESTING FEE Please check the box by the item you are applying for. TAX KEY: DELC must be filled in by the applicant) Conceptual Project Presentation SUBMITTAL DOCUMENTS 0 Written explanation of project Scaled site plan ( 1"- 100 or larger scale) Certified Survey Map( CSM) SUBMITTAL DOCUMENTS Zoning Code Section Certified Survey Map Title Report 200 Conditional Use Public Hearing/ Permit SUBMITTAL DOCUMENTS Zoning Code Section Scaled site plan ( 1"- 100 or larger scale) showing: Property boundaries and dimensions, yard setbacks and easements 250 Existing building and proposed buildings elevations and floor plan Existing and proposed driveways and off-street parking areas Existing and proposed vegetation Any additional information requested Conditional Use Public Hearing/ Permit for Planned Developments General Development Plan ( GDP) SUBMITTAL DOCUMENTS Zoning Code Section Title Report General site plan General landscape plan Building elevation plans( if available) General grading and storm water management plan Any additional information requested 250 Conditional Use Public Hearing/ Permit for Planned Developments Specific Implementation Plan ( SIP) SUBMITTAL DOCUMENTS Zoning Code Section Detailed site plan Detailed landscape plan Building elevation plans 350 Sign plans and colored rendering Colored rendering of the building Lighting plan ( if required) Construction site erosion control plan ( if required) Grading and storm water management plan ( if required) Any additional information requested Created: Monday, April 5, 2010 Revised: Wednesday, April 15, 2015 S: IForms\ PC Forms\PC Agenda Application for SP CU CSM Plats- REVISED doc

17 4 JidA, City of Eklafielci PROFESSIONAL SERVICES REIMBURSEMENT AGREEMENT Pursuant to section of the Municipal Code, the undersigned agrees to reimburse the City of Delafield for costs, expenses and fees charged the City of Delafield by the City Attorney, City Engineer, City Planner or other professional consultants retained by the City, and which services relate to the following: PROJECT NAME: HWY 94& 83- Geason 3 SC PROJECT ADDRESS: 2901 Golf Road SEND ALL INVOICES TO: Phase 1 Consulting- 55 W. Monroe# 3360, Chicago, IL NAME& ADDRESS) TAX KEY NO.: I represent and warrant to the City that I am authorized to execute this Agreement on behalf of the Applicant and/ or Property Owner, and in those cases where the Applicant and/ or Property Owner is a corporation, limited liability company, partnership or other business entity ( herein collectively " Business Entity"), I represent and warrant that the Business Entity is authorized to do business in the State of Wisconsin, is a Business Entity in good standing, and that I have been authorized to execute and bind the Business Entity to the terms and conditions of this Agreement. RESPONSIBLE PARTIES OR PARTY APPLICANT NAME, MAILING ADDR SS j, SIGNATURE & DATE: Dan Berni i Printed Name Signature (Required) Date X 55 W. Monroe# 3360 Chicago IL Mailing Address City State Zip ext. 107 dberni@ph1c. com Phone Fax E- mail C ;; ec- PROPERTY OWNER NAME, MAILING ADD R ESS, SIGNATURE & DATE ( If different than that of the Applicant): c-_- c, c x-, a / 7 l Prin ed Name Signature (Required) D. to 10 9 e3! ox.iz cj. V.? cyy k.;,:k.< 7. yrsr. AAA, C." Mailing Address City State Zip M ext Phone Fax E- mail christopher.flick@americantower.com Revised by Attorney Hammes on S:\ Forms\ PC Forms\ Professional Services Reimbursement Agreement- Hammes Docx(& PDF)

18 rtdupler planning consultant, LLC PO Box 2, Wales, WI DELAFIELD PLAN COMMISSION ZONING REPORT April 21, 2017 Item 5c Verizon Cell Tower: DELC Golf Road [170401] Amended Conditional Use The following review is provided to the Plan Commission for cursory review prior to action. Specifics relating to the submitted documents of this application may be referenced in the Plan Commission Packet distributed by the Clerk. DESCRIPTION: The applicant wishes to increase the height of the cell tower located directly east of the Walgreen s store and install ground mounted equipment. ZONING: The property is zoned B-6 Commercial Holding Zone and identified in the Comprehensive Plan as Planned Mixed Use. It is governed by a Conditional Use Planned Development and must be presented in a public hearing prior to Plan Commission deliberation and recommendation to the City Council. Telecommunication Antenna and Tower Regulations Changes or Revisions SITE PLAN: The site plan proposes the addition of equipment cabinets associated with the existing equipment in the southeastern portion of the site. In this location the new cabinets will be screened by the existing evergreen screen. In the northwestern portion of the site a new generator and concrete pad are proposed. In this location the new appurtenance appears to be placed at the property line, however, the line illustrated on the site plan is the boundary of the leased area; the actual property line is much further west. TOWER: The tower is an existing 50 monopole. The proposed 25 addition is allowable by ordinance. A structural analysis has been submitted to demonstrate that the existing structure will support the increased height and antennae. LANDSCAPE PLAN: The existing landscaping sufficiently screens the ground equipment and existing building from the south. There is however no screening existing or proposed to screen the equipment from the west. Value via Vision

19 April 21, 2017 Zoning Report page 2 CONSIDERATION: The proposed amendment to the existing Conditional Use may be approved as submitted, approved with revisions, or denied. In any event the Plan Commission must utilize the Conditional Use Review, Determination and Approval guidelines provided in the packet in recommending action to the Common Council. The applicant has provided ample information in compliance with the ordinance. The extension of this tower may not be considered to create any negative impact to the surroundings. To ensure visual obscurity the Plan Commission may wish to require an evergreen hedge along the west ern side of the proposed improvements. Recommendation: Approval, conditioned upon additional landscape screening along the west exposure and recommend to the Common Council accordingly citing the statements iterated in the Conditional Use approval guidelines. Value via Vision

20 1 Dan Berni Senior Project Manager 312) Phase 1 Consulting 55 W. Monroe# 3360 Chicago, IL / 7/ 2017 Roger Dupler City Planner City of Delafield 500 Genesee St. Delafield, WI Dear Roger Dupler: Enclosed you will find a plan commission agenda application and related required documents for additions to an existing cell tower. The additional documents enclosed are: a set of plans, a structural analysis, and a check made out to the City of Delafield in the amount of$ Should anything else be needed please do not hesitate to contact me (my contact information can be found on this letter or enclosed application). Thank you very much for your time. cerely, 0 an Berni Senior Project Manager 312) dberni@phlc. com 1 FEB C ` 0 V E - j

21 AMERICAN TOWER' CORPORATION Structural Analysis Report Structure ATC Site Name 50 ft Monopole w/ Proposed 25 ft Extension Nagawaukee, WI ATC Site Number Engineering Number : OAA686163_ C3_ 05 Proposed Carrier Verizon Carrier Site Name Geason_ 3 Carrier Site Number : Site Location 1234 Invenes Road Delafield, WI , County Waukesha Date January 11, 2017 Max Usage 98% Result Pass Prepared By: Reviewed By: Annika A. Yenning, E. I. i. t, Structural Engineer I GQS%, '., r 10 Nn, Date& Time: Jan : 16 PM COQ X81 1 ATC Tower Services Regency Parkway, Suite 100- Cary, NC Office Fax- www. americantower.com

22 A AMERICAN TOWER' CORPORATION Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the" as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/ TIA The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/ TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services Regency Parkway, Suite 100- Cary, NC Office Fax- www. americantower.com

23 Job Information Pole : Code: ANSIITIA G Description : PROPOSED 25 FT EXTENSION Client: Verizon Wireless Struct Class : II Location : Nagawaukee, WI Shape : 12 Sides Exposure : B by ATCIPLLC. All rights reserved. Height: ( ft) Topo : 1 Base Elev( ft): Taper: in/ ft) 75-0' t Sections Properties 70-0 I I I I Diameter( in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section ( ft) Top Bottom ( in) Type in) ( in/ ft) ( ksi) Butt Joint '- O 3( 8` Thick( 35 KSI) Attach Force Discrete Appurtenance Elev ( ft) Elev ( ft) Qty Description Flat Platform w/ Handrails Amphenol Antel Ericsson RRUS- 12 B Ericsson RRUSI2 B4/ AWS Raycap RCMDC PF ' 0 v Stand Off Ericsson RRUS- 12 Band Antel QXW- 632X634XBF- EDIN Ericsson RRUL( lbs) Cantex 6" x 6" x 4" Junction B Linear Appurtenance Elev( ft) Exposed From To Description To Wind " Hybrid Yes 31'- 0' I " Carflex Yes " Hybrid No Load Cases 1. 2D+ 1. 6W 90 mph with No Ice 54'- 0` 3116' Thick 65 KSI) 0. 9D+ 1. 6W 90 mph with No Ice( Reduced DL) 1. 2D+ 1. 0Di+ 1. 0Wi 40 mph with in Radial Ice Sds)* DL+ E Seismic Equivalent Lateral Forces Method Sds)* DL+ E Seismic Equivalent Modal Analysis Method Sds)* DL+ E Seismic( Reduced DL) Equivalent Lateral Sds)* DL+ E Seismic( Reduced DL) Equivalent Modal 1. 0D+ 1. 0W Serviceability 60 mph Reactions Moment Shear Axial Load Case kip-ft) ( kip) ( kip) ti Y 1. 2D+ 1. 6W D+ 1. 6W D+ 1. 0Di+ 1. 0Wi Sds)* DL+ E ELFM Sds)* DL+ E EMAM Sds)* DL+ E ELFM Sds)* DL+ E EMAM D+ 1. 0W

24 Dish Deflections Attach Deflection Rotation Load Case Elev ( ft) in) deg) ' 70'- 0 g [ Ill 25-0' 3ffi' Thick 35 KSI) 50'- 0' v 75-0' 31'- 0' El 50'- 0` 3 16' Thick 65 KSI) I I k v

25 x Tw...wa x 3 4 Load Case : 1. 2D W 0 00 Max Ratio % at 0. 0 ft I t t _ f 1011 ll o SE I L67 I w i ill Lo _ I I 1 g I, i I,, i,,, i,,, i,,, i,,, i i,,, i Interaction

26 Site Number: Code: ANSI/ TIA G by ATC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 47 PM Customer: Verizon Wireless Analysis Parameters Location: Code: Waukesha County, WI ANSI/ TIA G Height( ft): 75 Shape: 12 Sides. Sect 2: Round Base Diameter( in): Pole Type: Custom Top Diameter( in): Pole Manfacturer: Valmont Taper( in/ ft): Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 90 mph Exposure Category: B Design Wind Speed With Ice: 40 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0. 0 ft Design Ice Thickness: in Seismic Parameters Analysis Method: Equivalent Modal Analysis& Equivalent Lateral Force Methods Site Class: D- Stiff Soil Period Based on Rayleigh Method( sec): TL ( sec): 12 p: 1. 3 Cs: S s: S1: C s Max: Fa: C Fy: s Min: Sds: Sdi: Load Cases 1. 2D+ 1. 6W 90 mph with No Ice 0. 9D+ 1. 6W 90 mph with No Ice( Reduced DL) 1. 2D+ 1. 0Di+ 1. 0Wi 40 mph with in Radial Ice Sds)* DL+ E ELFM Seismic Equivalent Lateral Forces Method Sds)` DL+ E EMAM Seismic Equivalent Modal Analysis Method Sds)* DL+ E ELFM Seismic( Reduced DL) Equivalent Lateral Forces Method Sds)* DL+ E EMAM Seismic( Reduced DL) Equivalent Modal Analysis Method 1. 0D+ 1. 0W Serviceability 60 mph Page: 1

27 Site Number: Code: ANSI/ TIA-222- G by ATC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 47 PM Customer: Verizon Wireless Shaft Section Properties Slip Bottom Top Sect Length Thick Fy Joint Joint Weight Dia Elev Area lx W/ t Dit Dia Elev Area Ix W/ t D/ t Taper Info ( ft) ( in) ( ksi) Type Len( in) ( Ib) ( in) ( ft) ( in 2) ( in4) Ratio Ratio ( in) ( ft) ( in2) ( in4) Ratio Ratio ( in/ ft) , R Butt , Shaft Weight 2, 983 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc ft) Description Qty ( Ib) ( sf) Factor ( Ib) sf) Factor ft) ft) Amphenol Antel Ericsson RRUS- 12 B Ericsson RRUS12 54/AWS Flat Platform w/ Handrails , Raycap RCMDC PF Antel QXW- 632X634XBF- EDIN Cantex 6" x 6" x 4" Junction Ericsson RRUL ( lbs) Ericsson RRUS- 12 Band Stand Off Totals , Number of Loadings : 10 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed ft) ( ft) Qty Description in) ( Ib/ ft) Flat ( in) To Wind Carrier " Hybrid N N Verizon " Hybrid N Y Verizon " Carflex Conduit N y Verizon Page: 2

28 Site Number: Code: ANSI/ TIA-222- G by ATC IP LLC. All rights reserved1 Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 47 PM Customer: Verizon Wireless Segment Properties ( Max Len : 5. ft) Seg Top Flat Elev Thick Dia Area Ix W/ t Dlt F' y S Z Weight ft) Description in) ( in) ( in2) ( in4) Ratio Ratio ( ksi) ( in3) ( in3) ( Ib) Top- Section Bot- Section , Page: 3

29 Site Name: Site Name: Customer: Nagawaukee, WI Verizon Wireless by ATC IP LLC. All rights reserved. Code: ANSIITIA-222- G M Engineering Number: 0AA686163_C3_ : 22: 27 Iterations 90 mph with No Ice LoadCase: 9, 2p+ 1. 6W Wind Importance Factor :1. 00 Gust Response Factor: Dead Load Factor: Wind Load Factor: Applied Sement Forces Summate Linear Forces Sum of Forces Dead Torsion Moment Shaft Forces Discrete Forces Dead Torsion Moment Dead MY MZ Dead Seg Load Wind FX MY MZ Load Wind FX Load Wind FX Load Wind FX Ib) ( Ib) Ib) ( Ib- ft) ( Ib) Ib Ib ( lb- ft) ( Ib ft) ( Ib) ( Ib) ( Ele if) I0) Description Appertunance( s) Top Section , , , Appertunance(s) , Totals: 5, , Page: 4

30 Site Number: Code: ANSI/ TIA G byATCIPLLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 47 PM Customer: Verizon Wireless Load Case: 1. 2D+ 1. 6W 90 mph with No Ice 27 Iterations Gust Response Factor: Wind Importance Factor Dead Load Factor: Wind Load Factor : Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) ( kips) ( kips) ( ft-kips) ( ft-kips) ( ft-kips) ( ft-kips) kips) ( kips) ( ft-kips) ( ft-kips) ( in) ( deg) Ratio Page: 5

31 Site Number: Code: ANSI/ TIA-222- G byATC IPLLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case: 0. 9D W 90 mph with No Ice( Reduced DL) 27 Iterations Gust Response Factor: Wind Importance Factor Dead Load Factor: Wind Load Factor : Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ ft) Description lb) Ib) ( Ib) ( lb- ft) ( lb-ft) ( Ib) ( Ib) ( Ib) ( Ib) Ib) lb- ft) ( Ib) Appertunance(s) Top- Section Appertunance( s) , , , , Totals: 5, , Page: 6

32 Site Number: Code: ANSI/ TIA G by ATC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case: 0. 9D+ 1. 6W 90 mph with No Ice( Reduced DL) 27 Iterations Gust Response Factor: Dead Load Factor: Wind Load Factor: Wind Importance Factor Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) ( kips) ( kips) ( ft-kips) ( ft-kips) ( ft-kips) ( ft-kips) kips) ( kips) ( ft-kips) ( ft-kips) ( in) ( deg) Ratio Page: 7

33 Site Number: Code: ANSI/ TIA-222- G byATC IPLLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number:OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case: 1. 2D + 1. ODi + 1. OWi 40 mph with in Radial Ice 25 Iterations Gust Response Factor: Ice Dead Load Factor Wind Importance Factor Dead Load Factor: Ice Importance Factor: Wind Load Factor : Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ ft) Description Ib) Ib) ( Ib) ( lb- ft) ( Ib- ft) ( Ib) ( Ib) ( Ib) ( Ib) Ib) ( Ib- ft) ( Ib) Appertunance( s) Top- Section Appertunance( s) , , Totals: , Page: 8

34 Site Number: Code: ANSI/ TIA-222- G by ATC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number:OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case: 1. 2D Di Wi 40 mph with in Radial Ice 25 Iterations Gust Response Factor: Ice Dead Load Factor Wind Importance Factor Dead Load Factor: Ice Importance Factor: Wind Load Factor : Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) ( kips) ( kips) ( ft-kips) ( ft-kips) ( ft-kips) ( ft-kips) kips) ( kips) ( ft-kips) ( ft-kips) ( in) ( deg) Ratio Page: 9

35 Site Number: Code: ANSI/ TIA-222- G by ATC IP LLC. Al/ rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case: 1. 0D W Serviceability 60 mph 25 Iterations Gust Response Factor: Wind Importance Factor Dead Load Factor: Wind Load Factor : Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ ft) Description Ib) Ib) ( Ib) ( lb- ft) ( lb- ft) ( Ib) ( Ib) ( Ib) ( Ib) Ib) ( lb- ft) ( Ib) Appertunance( s) Top- Section Appertunance(s) , , Totals: 1, , Page: 10

36 Site Number: Code: ANSI/ TIA-222- G by ATC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case: 1. OD W Serviceability 60 mph 25 Iterations Gust Response Factor: Wind Importance Factor Dead Load Factor: Wind Load Factor : Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) ( kips) ( kips) ( ft-kips) ( ft-kips) ( ft-kips) ( ft-kips) kips) ( kips) ( ft-kips) ( ft-kips) ( in) ( deg) Ratio Page: 11

37 I Site Number: Code: ANSI/ TIA G byATC/ P LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number:OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Equivalent Lateral Forces Method Analysis Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period( S s): Spectral Response Acceleration at 1. 0 Second Period( S. i): Long- Period Transition Period( T L): 12 Importance Factor( I E): Site Coefficient F a: Site Coeffiecient F,,: Response Modification Coefficient( R): Design Spectral Response Acceleration at Short Period( S ds): Design Spectral Response Acceleration at 1. 0 Second Period( S dl): Seismic Response Coefficient( C s): Upper Limit C s Lower Limit C s Period based on Rayleigh Method( sec): Redundancy Factor( p): Seismic Force Distribution Exponent( k): Total Unfactored Dead Load: k Seismic Base Shear( E): k Load Case ( Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W Z Force Force Segment ft) Ib) lb-ft) C va Ib) Ib) , , , Raycap RCMDC PF Ericsson RRUS12 B4/A , Ericsson RRUS- 12 B , Amphenol Antel HEX , Flat Platform w/ Han , 000 9, , 438 Cantex 6" x 6" x 4" Ericsson RRUL( Page: 12

38 PIr MMIIIIMM i V Site Number: Code: ANSI/ TIA G by ATC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Antel QXW- 632X634XBF Stand Off Ericsson RRUS- 12 Ban , , , 521 Load Case ( Sds) * DL + E ELFM Seismic ( Reduced DL) Equivalent Lateral Forces Method Height Above Base Horizontal Vertical Weight W Z Force Force Segment ft) lb) lb- ft) C vx Ib) Ib) , , , Raycap RCMDC PF Ericsson RRUS12 B4/ A , Ericsson RRUS- 12 B , Amphenol Antel HEX , Flat Platform w/ Han , 000 9, , 762 Cantex 6" x 6" x 4" Ericsson RRUL( Antel QXW- 632X634XBF Stand Off Ericsson RRUS- 12 Ban , , , 161 Page: 13

39 Site Number: Code: ANSI/ TIA-222- G byATC IPLLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case ( Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) ( kips) ( kips) ( ft-kips) ( ft-kips) ( ft-kips) ( ft-kips) kips) ( kips) ( ft-kips) ( ft-kips) ( in) ( deg) Ratio Page: 14

40 Site Number: Code: ANSI/ TIA G byATC IPLLC. Al/ rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case ( Sds) * DL + E ELFM Seismic ( Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) ( kips) ( kips) ( ft-kips) ( ft-kips) ( ft-kips) ( ft-kips) kips) ( kips) ( ft-kips) ( ft-kips) ( in) ( deg) Ratio ) 0 Page: 15

41 Site Number: Code: ANSI/ TIA-222- G by A TC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Equivalent Modal Forces Analysis Based on ASCE7-10 Chapters 11, 12& 15 and ANSI/ TIA- G, section 2. 7) Spectral Response Acceleration for Short Period( S s): Spectral Response Acceleration at 1. 0 Second Period( S 1): Importance Factor( I E): Site Coefficient F a: Site Coefficient F v Response Modification Coefficient( R): Design Spectral Response Acceleration at Short Period( S ds): Desing Spectral Response Acceleration at 1. 0 Second Period( S dl): Period Based on Rayleigh Method( sec): Redundancy Factor( p): Load Case ( Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment ft) Ib) a b c Saz Ib) Ib) Raycap RCMDC PF Ericsson RRUS12 B4/A Ericsson RRUS- 12 B Amphenol Antel HEX Flat Platform w/ Han , , 438 Cantex 6" x 6" x 4" Ericsson RRUL( Antel QXW- 632X634XBF Stand Off Ericsson RRUS- 12 Ban , , 521 Page: 16

42 of Site Number: Code: ANSI/ TIA-222- G by A TC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case ( Sds) * DL + E EMAM Seismic ( Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment ft) Ib) a b c Saz Ib) Ib) Raycap RCMDC PF Ericsson RRUS12 B4/ A Ericsson RRUS- 12 B Amphenol Antel HEX Flat Platform wl Han , , 762 Cantex 6" x 6" x 4" Ericsson RRUL( Antel QXW- 632X634XBF Stand Off Ericsson RRUS- 12 Ban , , 161 Page: 17

43 Site Number: Code: ANSI/ TIA G by ATC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number:OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case ( Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) ( kips) ( kips) ( ft-kips) ( ft-kips) ( ft-kips) ( ft-kips) kips) ( kips) ( ft-kips) ( ft-kips) ( in) ( deg) Ratio Page: 18

44 Site Number: Code: ANSI/ TIA-222- G by ATCIPLLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Load Case ( Sds) * DL + E EMAM Seismic ( Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) ( kips) ( kips) ( ft-kips) ( ft-kips) ( ft-kips) ( ft-kips) kips) ( kips) ( ft-kips) ( ft-kips) ( in) ( deg) Ratio Page: 19

45 ti I Site Number: Code: ANSI/ TIA G by ATC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number: OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case kips) ( kips) ( kips) ( ft-kips) ( ft-kips) ( ft-kips) ft) Ratio 1. 2D W D W D Di+ 1. 0Wi Sds)* DL+ E ELFM Sds)* DL+ E EMAM Sds)* DL+ E ELFM Sds)* DL+ E EMAM D W Page: 20

46 yr Site Number: Code: ANSI/ TIA-222- G by ATC IP LLC. All rights reserved. Site Name: Nagawaukee, WI Engineering Number:OAA686163_ C3_ 05 1/ 11/ : 22: 48 PM Customer: Verizon Wireless Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment kip-ft) ( kip) ( kip) ( kip- ft) ( kip) ( kip) Design% Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn ksi) ( in) ( in) Style Sides ( in) Len( in) ( kip- in) ( kip- in) Ratio Clipped Anchor Bolts Start Compression Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia( in) ( ksi) ( ksi) Arrange Dist( in) ( deg) ( kip) ( kip) Ratio ( kip) ( kip) Ratio " 18J Radial Page: 21

47 oft. Site Name: Nagawaukee, WI Program Last Updated: 5/ 13/ 2014 Site Number: Engineer: A. Venning Engineering Number: OAA686163_ C3_ 05 Date: 01/ 11/ 17 Design Base Loads( Factored)- Analysis per TIA-222- G Standards American Tower Corporation W IIP-111= 4111!= Analyze or Design a Foundation? Analyze Foundation Mapped: N O l Moment( M): k- ft V Shear/ Leg( V): Axial Load( P): Uplift/ Leg( U): Tower Type( GT/ SST/ MP): MP Diameter of Caisson( d): Caisson Embedment( L- h): Caisson Height Above Ground( h): Depth Below Ground Surface to Water Table( w): Unit Weight of Concrete: Unit Weight of Water: 5. 7 k 8. 4 k 0. 0 k 5. 0 ft mfii 12.0 ft Engineer Notes 0. 5 ft ft pcf Tension Skin Friction/ Compression Skin Friction: Pullout Angle: Soil Mechanical Properties pcf degrees h T Depth ( ft) Yso; i Cohesion Ultimate Skin Ultimate Bearing Top Bottom ( pcf) psf) degree) Friction( psf) Pressure( psf) Required Embedment: Volume of Concrete: Weight of Concrete( Buoyancy Effect Considered): Average Soil Unit Weight: Skin Friction Resistance: Compressive Bearing Resistance: Pullout Weight( Minus Concrete Weight): Nominal Uplift Capacity per Leg( 4) Tn): 10.4 ft- OK, Caisson Embedment Satisfactory ft3 = 9. 1 yd k pcf k k k k Nominal Compressive Capacity per Leg( 4 Pn): k P : k TAT,: Result: OK Pu/ OsPn: Total Lateral Resistance: Inflection Point( Below Ground Surface): Design Overturning Moment At Inflection Point( MD): Nominal Moment Capacity( CMn): MD/ OSMn: Os: Result: OK k 8. 7 ft k- ft k- ft Result: OK

48 Ars Caisson Strength Capacity Concrete Compressive Strength( f c): 3000 psi Vertical Steel Rebar Size#: 11 Vertical Steel Rebar Area: in2 of Vertical Steel Rebars: 12 Vertical Steel Rebar Yield Strength( F,): Horizontal Tie/ Stirrup Size#: 4 60 ksi Horizontal Tie/ Stirrup Area: in2 Design Horizontal Tie/ Stirrup Spacing: 18.0 in Horizontal Tie/ Stirrup Steel Yield Strength( F,,): 40 ksi Rebar Cage Diameter: in Strength Bending/ Tension Reduction Factor( GB): ACI Strength Shear Reduction Factor( 4v): ACI Strength Compression Reduction Factor( 4v): ACI Steel Elastic Modulus: Design Moment( Mu): ksi k- ft Nominal Moment Capacity( 4B( A ): k-ft- ACI M / OBMf: Design Shear( V ): Result: OK k Nominal Shear Capacity( 4vV ): k- ACI or Vu/ 4vV,,: Design Tension( Tu): Result: OK 0. 0 k Nominal Tension Capacity( 4TTn): k- ACI Tu/ 4TTn: Design Compression( Pa): k Result: OK Nominal Compression pp ): Capacity( k- ACI P./ OpPn: Result: OK Bending Reinforcement Ratio: ACI & M / OBM + TAT,,: Result: OK

49 Design Factored Shear/ Depth Design Factored Moment/ Depth o r r 2 1 r r r r r I F r r r 6 r a a 0 0 r r L L L L L r 7 12 L L L L Shear( k) Moment( k-ft) Nominal and Factored Moment Capacity and Factored Design Loads r ate _.. L _ 1 1 I 8000 e. Pu& Mu I ` ear alb alb L i 1 1 -' Tu& Mu a- - - m a i - - aaai WM ` ' I I I Factored Envelope I- r 0y to Nominal Envelope 11. ie. II ae 0 st.:: 1` Moment( k- ft) 2000

50 vftoler

51 PROJECT TYPE VICINITY MAP Ts. REGIONAL MAP_ - N. s ESSEEANTEN OUNTEDO. R LEA, EnaEA, A*{ As[ " s- sxs o A>_- oxua 8 Al wireless R II I D EI PRC, LATI SITE LOCATION VAT"'"" no OIR[ CTIO FRON C ARC INTERNATIONAL AIRRORI': SITE LOCAI ION WESTCHESTER SERVICES LLC REPO 60UTHWS6T ON: 190 W. TURN RIGHT OM'O SESSIE ROARft Q: {' IIAN AOOI: OR. NTER_ TAKETHEEINTERSTATE 294. M 19Q RAMPTOINTERSTATE TAKE EXIT 1C ED WAYII- 294NTOWARCMII. WAUKEE.1 R3EONT0 1E westch skel'sv 1289N MEROE ON 317TOWARO Ea3SIN' INTERS_ NI - ( INTERSTATE 94FOR ONT NL, WTO ! DDu JOHN M BANKS seor 1W'. ALWA NASA ) ARCHITECT sfcvdou CDNTin' VE FOR ea] L26oCl 4 4 TAKE EXIT 10 D MERGE O. TO 184 IST E( N. TMEEX" z. FORW- s3toniard ART, A" r+nariavo' ruremdaia RNo cotcolfao ỊTuAmi>: 13Ns wr GENERATOR TYPE: o PROJECT INFORMATION CONSULTANT TEAM APPLICABLE CODES DDRE.., oelc eu, R96R9 2901MOOLF DEEAFIELD, WISCONSIN w a a ONSU coo AlRes IANT P IDNE. TIRE a I m o PROJECT ' E7TER ICES L.I.. C' INE - Al NIA N P11 WORK GX O% GLEN BARRINGTON, COMPLY WRH THE FOLLOWING A TONELE IL O 111 LIVER 2- W DNRIN FIATF eunwnc CODE As Au, RDR PHONP. ve CRAr,IE 14 elztr-aaar R EMA I_ AE@We RI xrs{0 ADD. soni.= GHHEEI. FEL: PHO 2n TELEPHONE.( 04]) P]-00> 6 ibcu LICHIND. FRDTF,C110N- NFPA> ed 2610 Coxsry srate ELFCTRICnL CO. Y nnnn 8 z 60 FOX 0'..EN NI or conftvt IE MCI RERTRCT K. CODE SHALLSO E j PE BARIIN N, O IERO.v FE, TELEPHCNE:, 047) 27] 70 y, y P( AGioo 11, TE s N 697-2]] UOSO e NPHONE( s. 11 ATI ocoao' RSR;OONWIRELD56 S 6 LOC.# GEASON 3 SC c NEEa vo I/ corvs' NWc r E- 1 re46 REAL EsrnTe RTL v F ROAD RA ONc V P CI DEL9[ IMN! IS'I J 847M,f,!31N I{ EET INOE% REVISION OPLL GERS idtl NE T FROCN_ verizq UEMENT SITE NAME: GEASON 3 SC SITE NUMBER: SITE ADDRESS: 2941 GOLF ROAD DELAFIELD, WISCONSIN AMERICAN TOWER SITE NAME: NAGAWAUKEE FBRTNG D 600 6«` za9 aeo; AMERICAN TOWER SITE NUMBER: Hai Sll PECFI L P e,c1 AIT " I I RAI S 6719&(105 SO l IN IATmw4 c PLAN LAr" 6 1 ` s or me snxe W wlscoxs Efli' SHEET Mbn RN"' IR' xd Ea T- 1

52 NEW' VERIZON RAYCAPG ON NEW FRAME e 4ONG BUILOIN CRASS YF. tstuns,% Auu6URc, E OULoOROAD IL c wsuite eless isoo J WESTCHESTER. SERVICES LLC EXISTING J5'- 0" MONOPOLE WITH NEW EXTENSION ENR PDX GLEN a BAR PINOTBNHONE. I NEW VERI2ON GENEIWTOR ON NEW '- 0" X 4'- O" CONCRETE Pqp AE westchesterservices. com WNHIN NEW B'- 0' x 9'- 0" LEABE AREA JOHN M. BANKS EXISTING E%IrnNc UNDERGROUND CONDUCT FOR ARCHITECT PARKING 4 HIFOX GLEN LOTS TO POWER BE REUSED( RE NEW( 3) APPRO%. ROX k( 50'-1)$ 0") 2 END CB S C HONF EXISTING ATC 11'- 0" X15= 0" EQUIPMENT SHELTER r/ IXISTINC METER TO BE USED C Z.- IASELED AS VERIZON) EXISTIN\ ACCESS EASEMENT PEDESiAI BENU E0 GRASS 1 ARE4 IXISTING UNDERGROUND CONDUIT FOR FIBERTTO RE REUSED( APPROX. 36'- 0") NEW IZON ELEVATED ICE BRIDGE i i ` x-.,. A. GRASS AREq 50'- 0' m g g I' 4 o g NEW VERIZON EQUIPMENT CABINETS ON NEW 0" x6'- 0 STEEL ARWRHIN NEW / E'- B" x 6'- 0" LEASEEARBA LOC.# GEASON 3 S C0 R gp1vgo{; F RRoao ANKS GO5 vsouth ELGIN I," Imesuo-u.,arrw`''' a uxo UHm e AIM- TUN16N ATHE 1O(ISRING F] OBNNG PAioiNG IXISTNG PARKING GRASS T 7 AREI J J/ LOCATION PLAN s E. Inr- r_e. LOCATION PLAN NORTH oe l:

53 I s e I V PI!' wireless WESTCHESTERI SERVICES LLC 0.ViRINGTON. IL TELEPHONE 84]- 2J]- VERIZON GENERATOR ON NEW 00] 0 S' B'- 0". CONCRETE PAD FA%: 84J- 2J] WITHIN 0" x 4'- O" AE westchesterse NEWW 9'9'- LEASE AREA r r- D JOHN M. BANKS ARCHITECT FEX IT\ GLEN TELEPHONE 84] ] 0 EXISTING VERIZON METER AND DISCONNECT TO BE USED IABH- ED AS VERIZON) 9 EXISRNG TEST WELLS( TYP.) 1/ 1 ' '' UNDERGROUND CONDUCT EXISTING TO REUSED EOR NEW 2004 SERVICE POWER EXISTING SO'- 0" MONOPOLE D M1jb d d Y W/ NEW( 3) y4/ O&( t) W2 GNO d; WITH NEW 25'- 0' EXTENSION APPROX. SO'- 0') ' NEW VERIZON ICE BRIDGE 9 A. ', r 6 NEW VERIZON I CAPS ON NEW ICE BRIDGE POSTS se M. LOC.# NEW VERIZON EQUIPMENT CABINETSON NEW STEEL PEATFORM WITHIN NEW A 1 6'- 0" x 6' 0" LEASE AREA GEASON 3 GC I I ATC t P- D' Xts'- D' EQUIPMENT SHELTE7 o v, 29\ 01 GOFROAD L 1 DEI. AFIELD WISCONSIN 44 rea ', aaye ' S I, 8719 BANKS 005 ` g_q - - I a A a ': e,. Y r6taig! YEI HTx.T EXISTING ACCESS EASEMENT- I n y+ ri nasty, ec? n ti cote. ytn a?4 yte_ tytn < ytn cyto aa; e E? t' _ - e. ' u^ e t EY ' u` e.. v. ~ SD'- 0 EYJSTNC LElSE- PRFA: G? SITE PLAN NERTH EXISTING FIBER PEDESTAL TO BE USED SIE PLAN SLALD 3/ 18 I'- O' EXISTING UNDERGROUND CONDUIT FOR I FIBER TO BE REUSED( APPROX. 36'- 0") e6e^ Neee

54 e V B wireless FlELDoO T[ 1s0o EXISTING VERIZON MEFER AND DISCONNECT 4 IAB. LBD AS VERIZON) WESTCHESTER' 11% INc UNDERGROUND GONDUGT FOR scrviccs LLC POWER PIHaNON84LT6]]- 00] 0 FA%: 047-2P AE weskchestersemce\ JOHN M. BANKS; e a ARCHITECT oa rox slen 4ay 1EYEPHOINE: Bs)- 2] 7-00] 0 M 4 EXISNNG TEST WELLS 8 EXISTING 50'- 0" MONOPOLE 7 9 F c 1 15DNG ATC 11'- 0 %15'- 0 EGUIPMENT SHELTER J I I EXInEG VERIZTNTUNDERGROUNDD SMALL a; a LOC.# EXISTING J'- 0" x0' O" LEASE AREA TD BE REMO ED 1' GEASGN 3 SC 8 E% ISTING CHARLES CABINET AND CONCRETESAD TO BE REMOVED FEF VStlLp D SOUT ELGIN, pya p 1 n4?. $".'. ti to a n i?e. a8 e. ^.. 6 g n 9. a, 4. y to ' ad s' se s.: ` s? a..+'?. essay b$ 4 50'- O 4. ' S a ' : e> a..:..:.. :> k fir' '' s ' yg a[' a._ as e: + x EXISTING f+- ENLARGED SITE PLAN EXISTING UNDERGROUND CONDUIT FOR FIBER ttn ExIsrlNc FIBER ReDEsraLENLARGED SITE cale v4 _, - w PLAN C- Z

55 a NEW VERIZON GENERA OR CN NEVI I I a B 0 X a'-. KFIE PAI] WITHIN EW 9'- D'> 4'- C LEASE ARFn. C0 H l RAND DIC. ALL CABLE ROIL IIND IRE SS viei r WIlClCS$ ur[ 1406 WESTCHE5TERI SERVICES LLC 804 i0% GLEN TELEPHONE 84T82]/ AE FAX. westchesterser vio sucurt JOHN M. BANKS ARCHITECT BSD e, LX REUSED FOR NEW 111. SERV, GE POWE0. IBTING UNDERGROUND CONDUCT f0 ME\ iw, d W/ NCw( s)# a/ C&( 1)# 2 GNU N ( APPROX. 50'- 0) a i EXISTING TEST WELLS A A. EXISTING METER AND DISCONNECT TO BE USED ELFD As 1 N) ai a ry? t, LL 0' MONOPOLE WITHwTN NEw 25'- D" ExTENSION LOC.# z NEW VEN- N ELEVATED ICE BRIDGE GEASON 35C 5_ 6. 11'- NEW VER ZON RArC 5 ON NEW TGE 2901 T' ROAD BRIDGE POSTS DBL 2M.,. 1 6oNSIN AX ong 1 p,i, 0' X a IUNird MT EQUIPMENT. ENT O. SHELTE7 1 J e 1' pay d ih j 14I NeW VERIZON CABINETS ON NEW x6 6 41' 0 SIEEL PLATFORM WITHIN NEW 119- D s O LEASE. FlRkA scut,'i b r ply` T' w 1, 4 1 5'- 0' a,'.. e, : i. x. 1 ttlxf s'ue _ smug n a z? n. t Tn m t zi z NEWS er e`." f$.."- { -' LEASE AREA e: KS' ` ek.`' ENLARGED SITE PLAN x+. } EXISTING UNDERGROUND CONDUIT FOR FBER( APPROX. 36'- 0') EXISTING FIBER PFDESIAL G0 RE USED ENLARGED SITE PLAN scalf NORTN

56 L I j 1. SEE GENERATOR RER' S GRA01 FOR f i LTAo it a GENERATOR STAND 4'- 0 % H'- 0" CONCRETE PAD _ _--- ANCHOR GENERATOR BASE TO CONCRETE PAD g 3/ EXPANSION BOLTS Y!/ EMBEDMENT TO IWO THE THE CON RUE. TH PREFELEXIBLE COONDD ISTO EE BRINENERA S3 ENERATOR IS BISED ON ODENT CAST NarE. MANUFACTURERS SPECS. RIGID CONDUNS SHALL BE SECURED TO THE EXISTING CONTRACTOR TO ENsuftE SLAB, THEN BURIED BETWEEN SUB AND EQUIPMENT. GENERATOR IS RODENT PROOF. NOTE: CONFIRM MOUNTING HOLE WESTCHESTER j LOCATION PRIOR TO INSTALLATION 3'- E" j SERVICES LLC MODEL 604 Fox I c EN WT/ BIBSS 1 j ELEC. STUB UP AREA TOCEPHONE' 62T]-OD] 84] D o AE westchestersa L J LOW VOLTAGE CUSTOMER JOHN M. BANKS ARCHITECTCT IL TFAXEI Pxd= D10 GEN. STAND DIAGRAM CONNECTION BOX ALE 1/ 2'_,'- 0 Q PRIMARY CB CONNECTION BOX OPENING Ell1'- 0" o PRIMARY RICH VOLTAGE STUB UP AREA W/ GLAND e PLATE O O LOW VOGE STUB UP# H RERAR 12" O. C. AREA( SURFACE MOUNT) M 8 rc fl a g 0 0 EL nae VB LOC.# n H" 10" 2'- 3" TANK srue- uparea' STUB UP AREA DETAILED EW GEASON3SC NOTE: CONFIRM WRH GENERATOR MANUFACTURER BFCTURER PH,O`a ra' " F GENERATOR PAD PLAN i i POURING FOUNDATION. SCALE,/ 1'- 1'- 0' A 8'- 5j" SOUND ENCLOSURE BASE STAND ELEC. STUB UP AREA 290 ROAD FOUNDATXIN CONDUITS- VIFY ER EXISTING SOIL TO BE M' ILANTITY W/ EquIPMENT ICOMPACTED INSTALLED TO 95% OF I STANDARD PROCTOR FOR A BANK$ 16" THICK CONCRETE IDEPTH BELOW OF V- D" U05 SUB 4000 PSI CONIC, PAD IN( 2) 6 LIFTS " 1. REPAIR AT 12" S_$ OUTH LGIN LEAN ROCK O. C. EACH WAV C NOTE: TOP SURFACE OF SUB TO }/ BE WHIN A FUTNESS OF 1/ B" '///, / E FINISHED GRADE rs"op u o y La INBTALUT BLUE UP THROUGH ONCRETE SUB. PILL REMAINING AREA INSTALLATION CONCRETE AFTER ON OF GONDUNS. GENERATOR PLAN RE m I j%\ \ III MLIm/ =. 41,111 IiiJ ILII III ry Hfl III F TH LkJ ////// O 0 i, 7 i/ i A A V V V V V V V V V V V V V V V V' V A A V///// FounonrjocENeruN otoretails 4 GENERATOR ION j/j ' GENERATOR PA El l% ALE,/ 2 _,_ 0. C- t}ec{rom: ATe 3 Ne ofhwlt

57 L 2) GPS ANTENNAS SEE DETAIL 1/ AM- 4 FOR DETAILSURE 14 PROPOSED ICE BRIDGE ASSEMBLY. SEE DETAIL 2/ ANT- 4 FOR DETAILS C WESTCHESTER SERVICES LLC PIPE CAP 604 FOX GLEN 3-1/ 2 BARRINGTON. IL TO-EPIEDN 84]- 2] AE weslch esterservices. com M. BANKS GALVANIZEDSCS. O. D. EEL PIPE ARCHITECT 604 M GLEN TPffHRD NGTON, E. E47 IL27-00] 0 m 8 ffi c b a TOTO PUNI STRUT V- CLAMPED PROPOSED STEEL PIPE PROPOSED EQUIPMENT MOUNTED TO UNI- STRUT PER MANUFACTURER' S SPECIFICAT. NB B R 6 av LOC.# B" 0 CONCRETE PIER.( 4)# 4 GEASON3SC GR. 50 REBAR W/ CURCLE TIES AT 12" O. C. CONCRETE TO SE 4000 PSI 28 DAYS W/ 8% S) ENTRAINED AIR 200], JiOAD 4'- 0 GRAVEL COMPOUND IITRANSVERSE CANOPY FRAMING MEMBER OFXlW71 SIN J I I I I I 1 1= 1 I I II III II H E III III= 11 III 11 III IIF L II II II i III I'.. fll. y Ilrl m II'. III TI II II III lil L-. i II T^ II II IIII II II II VIRGIN SOIL OR COMPACTED DAWITH A MINIMUM BEARING CAPACITYPACRY OF 2, 000 PSE, TYP. BEAM PIOOD CUMP UNISIRUT CHANNEL Q KS SOUTH_ L IN, ` III 1I LovEa)iPrLENCTIiYYGG al>«y 11= 1ILI. 0 0 o a o 0 0 REpUIREO ITD 1µ a/ G' DIA. STAINLESS II I! T- STEEL THREAD ROD III. II 111= II III G III= 11 a o III- IJI I_ I TRAP E SITE PRO MODEL TTI I- 111= IIII--III I_ I II III j- III--_ I_ EoUAL OR APPRovED O O O e O O O 2'- 0" MIN. ABOVE ILC 1 RAYCAP ceed a/ e - MOUNT DETAILr- o IF APPLICABLE COAX TRAPEZE DETAIL( AT PLATFORMS SCALD r- r- G- SITE FFUETAILS C u4

58 fo A I 6'- 0" PIJ.TFORM FOUNDATION 6 PLATFORM SUPPORT COLUMN TYaJ 5'- Q" I/ 4 vwifelb55 D SUITE 1400 IL O0n3 COLUMN BASE PLATE( n P.) SEE DETAIL fr3 THIS PAGE 10 WESTCHESTER 3 SERVICES LLC YO STD PIPE GALVANIZED TELE GTON. EIL TELEPHONE: 841-2J]- 00] ) FA%: 847-2JJ AE Westchesterse rvices. c0m in a n BASE PLATE DETAILS ALD vy_ r- D' 36 BAR 0 3/ 4"%8" X8" BASE PL GALVANIZED W/( 4) s/ e oxr-]" A. DOLT JOHN M. BANKS A307 FULLY THREADED ARCDHIITECT 4 2'- 0' MIN. j s Ss; STD. 90' HOOK x g 4 ELEVATED STEEL EQUIPMENT PLATFORM - FOUNDATION PLAN FseE cdnn nano" LOC.# a/ C- 6 DOR DETAIL PROVIDE CORNER BARS SAME SIZE 3" STD PIPE GALVANIZED INDICATED. AND SPACING AS HORIZONTAL BARS. PROVIDE N5 12- AT CORNERS WHEN GEASON 3 SC NO HORIZONTAL REINFORCEMENT IS T/ nuu. a' AsovE cfaoe 3-1/ 2" O. C.) CONSTRUCTION JOINT BASEPLATE. SEE 3/ 0-5 FOR DETAIL 3/ 4" NON- SHINK GROUT 4 CONCRETE WALL REINFORCEMENT DETAILS QB O I( Nid% FINISHED GRADE o BACKFILL WITH STONE CONCRETE NOTE: HEX NUT FOLD THREADED I. ALL DO CRIME ET WORK SHALL CONFORM TO THE REQUIREMENTS OF AGI 318 AND AGI 301. ONTO ANCHOR BOLT WEST EDITION. THESE DOCUMENTS SHALL BE AVAILABLE IN THE FIELD OFFICE NSTRENGTHS O0 J---`' COMPACTED COHESIVE OR PSISLREXTERIOR ALL CA6 GRANULAR BACKFILL CONCRETE SHALL BE AIR ENTRAINED WITH ESR AIR CONTENT. MAL NEXPOSEDT AND ITM FBp V CONT. TOP& BOTTOM 3. REINFORCING BARS SHALLAlCONFORM TO ASTM A815. GRACE 80, ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTMSTM A CLR TYP. \ W/ W/ 2' X2' HOOKS CORNERS FOUNDATION WALL SEC110N 3000 PST BRG V. I. F. NOTE 4. UNLESS NOTED OrHERWISf, ALL SLABS- ON- GRADE SHALL BE REINFORCED WITH( 1) OR E MATERIALS Y BE LAYER OF 6%6 W2. 1XW2. 1 W.W. F.. SPROPOSED EARNG ELEVATION, ZED EENNCO THE SOILS MAY REQUIRE COMPACTION USING A PLATE 5. ALL PERIMETER WALL AND COLUMN FOOTINGS SHALL BEAR A MINIMUM OF 3'- 6 BELOW COMPACTOR IN THE FOOTING TRENCH IF FIELD CONDRIONS FINISHED GRADES. INDICATE LOOSE GRANULAR SOLUS. THE SOILS MAY ELEVATED STEEL REQUIRE REMOVAL AND REPLACEMENT WH AN APPROVED 8. PLACE ALL SUBS ON GRADE WITH AN APPROVED PATTERN AND SEQUENCE OF EQUIPMENT PLATFORM ENGINEERED FILL. FOUNDATION DEPTH AND OVER DIG CONSTRUCTION AND CONTROL JOINTS( MAXIMUM OF 15'- 0" O. C.) TO MINIMIZE SHRINKAGE ROOFING PWJ REQUIREMENTS SHALL BE VERIFIED WITH THE CRACKS. RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND INCLUDED IN THE BID BEFORE CONSTRUCTION. THE ]. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO ARCHITECT/ ENGINEER FOR REA W. EVALUATION OF THE SUB GRACE AND SELECTION OF FILL SCALE I/ Y- 1'- 0' MATERIALS SHALL BE MONITORED AND TESTED BY A 8. ALL FOOTINGS TO BEAR ON MINIMUM NET ALLOWABLE SOIL BEARING CAPACITY OF 2, 000 QUALIFIED REPRESENTATIVE OF THE SOILS ENGINEER. PRF TO BE VERIFIED IN FIELD. C- 5 r V J

59 A a J m o 7-2"( W8X10) 8 0" STEEL PLATFORM GENERAL STEEL NOTES: 6'- 0" PU'TFORM FOOTPRINT _ p1 I PLATFORM SUPPORT CANOPY SUPPORT COLUMN( TYP.) nl COLUMN( ttp.) SHALL CONFORM RTO STEEL a0 PECIFICAl1ON FOR THE DESIGN, FABRIC AND ERECTION OF 15, 5 E W000FlELP ROAO STR STEEL FOR SCHAUMa6RG L LMI LATESTT EDITION. EOITIOM1', ANO THE BUILDINGSD AISC' CODE SURE 1900 W8X10 a Q -- a 4 OUTLINE OF EQUIPMENT OF BUILDINGS STANDARD PGRIDGE BRIDGES, FOR LATEST STEEL WESTCHESTER CABINElB STEEL PIAT- EDITION, EXCEPT AS MODIFIED BELOW C_ 10" X4"%3/ 8" OR IN THE SPECIFIC 2'- s' souare SERVICES LLC CABINET f 2. ALL STRUCTURALS EEL W SHAPES N. FOG GLEN HALL CONFORM TO THE ASTM AS] Z BARRINCTON 0010 o 50. ALL OTHER o Ii TELEPHONE e4) Y/)- ao) 0 STRUCTURAL OR STEEL SHAPES, PLATES, LL FPO. 84) 2))- OOBO g AN BARS SHALL CONFORM ro( STM T - qe westcheste 7 GRADE B PIPES SHAM Tservwee. com W r ANCHOR CONFORM TO ASTM M TYPE E OR S. eolg SHALL BM ro JOHN M. BANKS cand STEELCADGER ASTMF1554GRADE36ANDBE n MR) 2'-." BATTERY K COMPATIBLE WITH E] OXX ELECTRODES. ARCHITECT o x 3 3 CABINET J 5pD0{) 604 Fox ctr: N TELyj+ONE 64) L ALL WELDING SHALL BE DONE BY WELDERS AND SHALL FA%: 84) CONFORM TO AWS 01. 1" STRUCTURAL GALVANIZED STEEL GRAZING W/ WELDING CODE', LATEST EDRION. ALL 1-1 4x3 16 BEARING BAR 1-3 tb O. G. WELDING ELECTRODES SHALL BE E70X. C_ 6 wel x THE CONTRACTOR SHALL NELD VERIFY M1 MEASUREMENTAl S AND 1/ 2" m G-- EDGE OF PIATFORM 5. IF CONDITIONS VARY FROM THOSE 5'- 0' w GRATING ON THE DRAWINGS, THE ENGINEER o 2) 1-3" X3" X3/ 9" SHALL BE NOiIFlED IMMEDIATELY. ELEVATED STEEL EQUIPMENT PLATFORM ELOOR FRAMING PLAN DALE, 1/ Y_ r_d EXISTING CONDITIONS. PRO SEE 6. THE CONTRAGTOR SHALL OBSERVEUTIEE E 6 un I- FRAME ALL AND GOOD RULES DmrgrEs a COD E w ELEVATED STEEL EQUIPMENT PLATFORM SHOULD SHOULD UNFORESEENUNFORESEEN( OR OTHER CAUSE NEGE55ITATE THE s LAYOUT PLAN MODRED, THE CONATRACTORB$ HALL PnLFi,/ z'- 1-0' NOTIFY THE ENGINEER BEFORE z PERFORMING THES M 3 LOC.# r m e v o$ w 3 2]]- 00] 0 GEASON 3 SC STD GALVANIZEO PIPE( 3-1/ 2" 0. 0.) 3" X3/ 8" STEEL PATE 3^ X3/ 8" STEEL. PIATE W/ 1/ 4" GAP PULE ADDER UDDER 290 1y ROAD D0IWC ry ( SC,+y' CH M' w9x10 FAR GRAZING- SEE PUN BAR GRATING- BANKS =_ TOP OF PLATFORM GPATING BEAM- SEE PUN BEAM- SEE PUN _ AISC FRAMED CONNECTION SEIH 2) SOUTH I- GIN; L4x4X5/ 16x0'- 6^ 1/ 4" 1/ 4" w/( z) 3/ 4' m A325 BOLTS wns STEEL PLATE 11d6x6En Mf 10"%4" X3/ 8" W/( 4) 3/ 4% RDD( MIN.) 3/ 4"m ROD( MIN.) 5/ e^ m eolts gam V- 11 Down sn DATION L3" x3" X3/ 8- W/ 1/ 2" m HILTI L3"% 3" x3/ 8" W/ 1/ HRE 500 IXPoXY 3" EMBED W/ 3" EMBED A 5/ 8" m A325 BOLT 5/ 8" m A325 BOLT Pxo ttt nese Li 3/ 4" X9" X9" BASE PI-ATE ELEVATED STEEL GALVANIZED W/( 4) 5/ 8" 0 Xi'-)" EQUIPMENT PLATFORM A BOLTS A30] FULLY THREADED FLOOR FRAMING PLAN TYPIC$AL BEAM TO BEAM CONNECTION G TYPICAL BEAM TO BEAM EQUIPMENT PLATFORM LADDER DETAIL EQUIPMENT PLATFORM LADDER DETAIL CONNECTION SECTION VIEW SECTION VIEW ALEn/='-, - 6 v sccald Ur_ r- 6` SOALE.,/ z _ r_r C- 6

60 A " R METAL DECK NOTES- 4" fi'- 4" M1"_ COLUMN( TYP.) 1 MFUL R DECK SNA- L BE B. WB% to I 1 2 GPLVPNIZGRAGE WRHLA COATNC UNLESS DTHERMUSEE N01E0. NIZm SHEET 6M\ Y/v X25 tl q wireless METAL DECK SECTION PROPERHES S BE COMPUTED scvigumejrc. FlL ROAD URC 1 IN ACCORDANCE WHH ABI" SPECIFlCATON FOR WE DESIGN OF L STS HE MEMBERS'. THE MINIMUM ROOF DECK BE 22 E. 3 ihmknessmof WESTCHESTER 0 a, ALL DECK NC SF BE WELDED TO SRUCIURAL SEEL BY PRE A- FED PRD EDUREE. THE wcmfrs usirvc SERVICES LLC O W10 12'- 0') j ERECTOR SHML ESPDUSH A WEmING PROCEDURE FDR THE PLUG WELD OF THE STEEL DECKING TO THE SRUCNRAL SEEL PER THE PARRCUTAR CADGE USED. TO 5 E SMF OF FED USING THIS PROCEDURE M WHXEDSEO BY OWNER' S ERECTION OF WE KNEEL DECK, I BE FDX STRUCTURAL G- L TESRNO 1/ 90RATORY. THE OWNER' S NNG IABBRATORY WILL NSUALLY INSPECT THE WELDS IN WE FIELD. fidb FDX GLEN PIH BD010 B4) 2% R AE westchee` eroervicee. com JOHN M. BANKS 4. FASENING OF MEIN. DECK TO THE SRUC KNEEL SHE FOLOAMNO UMTTS SHUL NOT BE EXCEEDED. ARCHITECT A) ALL ME- DmKINc swul BE WELDED AT 12' B EDGE OF ROOF DECKING 6' AT WE PERIMETER) MAXIMUM ON CEHIEN 2 S E SUPPOSING STEEL WON S/ B' DOES WELDS, R) NO. 1C TEK SIDE L SCREWS BE FASTENED AT36' O. C. 1 ON CENIEN, G) SEE PLW FOR MORIONLL FASTENING RUIflEMFNNS. m 2 OR CONG REYIEW. ALL HANGING LOAD GERMS ENV.- BE SUSMHIEO ied STEEL EQUIPMENT PLATFORM - ROOF FRAMING PLAN A E, 1/ 2-_, _ D NO lda^ c EXCEEDING 5O S. SHAH PERMUTED TO BE r. HUNG C" I F R DUCIWORK, WIOPINNG, S. " NCS. SHll1 PPI MEMARY BE HUNG MEMEDERS DRECRYORFROM ANCHORS SIRUCNPAI EMBEDDED SmIN p 14 NcroN. IL Boo10 M o H Ra S 4"( MAX.) 3 SFD GALVANIZED PE 43 1/ CAP PLATE LOC.# GALVANIZED 1 i/ 2' 22GA WIRE 7-2 1/ 2" RIB METAL DECK OEASON 3 SC 1/ 4" CAP PUTE( TYP.) 1/ 2" 0 U BOLTS PE COLUMN t/ 4 29DI GOLF ROAD 1/ 4" pel ( I)f(fCGNSIN 2J L3" X3" X3/ B" STEEL LADDER M) J M. BAR GRATING, SEE PIAN 1/ 4,. STEEL PLATE 1C" X4' X3/ 5' iu W/( 4) s/ e" BOLTs m` M waxio 1/ 4" i FL BOLT 3/ 5" XB" 1HRU PLATE W/( 2) 1" 0 AT25 BOLTS GIRDER BANKS SOU H L IN,: pµ ptp TOE ' GRADE TOP OF FOUNDATON i 3/ 5" X5" SHEAR PLATE m BEAM W/( 2) BOL15 s 3" STB GALVANIZED PIPE ELEVATED STEEL 3-1/ 2' GO.) EpUIPMENT PLATFORM ROOFING PLAN A-1 UIPMENT PLATFORM RAIL DETAIL nr00f COLUMN DETAIL J SCALE, 1/ 2' 1'- 0" SCALE, 1-1/ 1" L 1' O' C7

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63 e N 1 Y, 1 P wireless MBU R URE 1100 PIATFORM PIAN WESTCHESTER SERVICES LLC 604 FOX LIEN RRINITON. IL so TELEPHONE: FAX: AE westchesterse JOHN M. BANKS s ARCHITECT 0 FOX F, IL TELEOoo PAX: 94'7-2T GALVANIZED 1-1/ 2" 22GA. WIRE RIB METAL DECK 3 g GALVANIZED 1-1/ 2" 2 ADJUSTABLE FLODOLIGHT, MOUNT TO o WIRE RIB METAL DECK CANOPY CEILING AND AIM TOWARDS EQUIPMENT. SEE 2/ E- 1C FOR BOTTOM PITCH OF ROOF LIGHTING DETAIL n1l ELEV. t12' " 0 STEEL PIPE FOR METAL NEN TENANT EQUIPMENT ROOF CANOPY CABINETS LOC.# PRDPOSED STEEL LADDER BOTTOM PITCH Of ROOF y B f AUJUBTABLE FLOODLIGHT. MOUNT TO 3" 0 STEEL PIPE FOR METAL CANOPY CEILING AND AIM TOWARDS a r_ ROOF CANOPY EQUIPMENT. SEE 2/ E- 1C FOR LIGHTING DETAIL PROPOSED STEEL UDDER NEW TENANT EQUIPMENT GEASON 3 SC CABINET 200 ILC MOUNTED TO PLATFORM 1) 12"X12 X6" NEMA- 3 DRY ILC TO BE PROVIDED 29 A UA CONTACT ALARMS FOR ILC AND BY BY VER. VER WIRELESS AND 1) 12" X12" X6" NEMA- 3 DRY DF imwrl@ N GENERATOR. LEAVE( 2) 25' OF CAT INSTALLED BY G. C. 0 ( 5 COILED IN BOX FOR EOUIPMCNT Co ALARMS FOR ILC AND ENGINEER( 4 GEN ALARMS AND GENERATDR. LEAVE( 2) 25' OF CAT COMM PWR, SURGE ARRESTOR.) 5 COILED IN BOX FOR BAUIPMENT ER COMMEPWR, 4GEN 5URCEALARMS ARRESTOR) AND PROPOSED STEEL BANKS =' LADDER NEMA 3R 3- WAY SWITCH _ =_ isout L INT 200 ILC MOUNTED TO PLATFORM NAILING. ILC TO BE PROVIDED BY PROPOSED STEEL LADQER VERIZON WIRELEBS AND INSTALLED NEMA 3R ENCIDSURE( NON- AT& T) µ O TOP OF GRATING BY C. C. tn TOP OF GRATING O PERIMETER BEAM ELEV.3-0' GROUND BAR COLUMN( TYP.) 777 PERIMETER BEAM TOP OF FOUNDATION Jy TDP OF FOUNDATION COLUMN( TYPJ Y ELEV. CSV. I PLATFORM FOUNDATION CAR Q GARDE PLATFORM FOUNDATION ELEV. BEE CIVIL DRAWINGS SEE CIVIL DfiAWINGS ELEVATIONS 6'- 0" FOUNDATION WALL ' 6'- 0 FOUNDATION WALL nequip EQ-L3 MENTPTFORM ELEVATION 2 EQUIPMENT PLATFORM ELEVATION SGALQ 9/ 9-1- e

64 r I I I I o Y 0 wireless 2) NEIV PANEL ANTENNAS, 1515 E WpppFl D RO UITE 1 5) NEW RUS, AND 1) NEW R AP ON NEW ANTENNA PLATFORM PER SECTOR IYP. OF 3 SECTORS) WESTCHE5TER SERVICES LLC I 604 FOX GLEN I BARRINGTON. IL 6C010 EPN6NE: 84- ]- 00] 0 I AE westche9terse] oo6p JOHN M. BANKS ARCHITECT ILEN NEW 25'- 0 MONOPOLE EXTENSION 7!. a70 mee 1 3) NEW' ANDREW' HFT1206CABLES ROUTED I SRACKET TO NEW ANTENNAS UP VP TOWERD ININ NEW SANDING q'q y EXISTING 75'- 0" MONOPOLE WITH NEW EXTENSION 3) EXISTING PANEL ANTENNAS,( 1) EXISTING LOC.# RRUS,( 1) EXISTING RRUL ASSOCIATED ON b EXISTING MONOPOLE CO- LOCATION MOUNT TO BE REMOVED GEASON 3 SC I F o I 2961 GOLF ROAD DEI M8L19y W( f GON511 CO NEW VX 4'- GEONCRET ON NEW NEW X 4'- 0 CONCRETE PAD WITHIN I 1 NEW 9'- 0" x 4'- 0" LEASE AREA EXISNNG VERISON METER AND DISCONNECT 3ANK5 TO BE USED( LABELED AS VERIZON) EXISTING ATC l l'- 0"X15-0" EOUIPMENF SHELTER M., C D95 UTH ELGIN, NEW VENISON ELEVATED ICE BRIDGE NEW VE0.IZON EQUIPMENT GABINEfS ON NEW STEEL PLATFORM WTRiIN NEW i6-0" xx 6'- O" LEASE AREA wif&' tdiwriimrex s hwt1 OF O1 SITE ELEVATION SITE ELEVATION ( WEST ANT- 1 scale, Ve - r- D

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66 ma _-- -- IPldn Im) Enm n Rwr.. zea a sie I a 1 a 1 ESTIMATED MAIN LINE HYBRID LENGHT ANTENNA CENTERLINE( i) ICE BRIDGE LENGTH ( E.) PLATFORM ( i) TOTAL Y'" Wll"B1E55 A AuuLJRc eui rj 2'_ 8., 10_ D rl R- G- r WESTCHESTER. SERVICES LLL 600ro JOHN M. BANKS ARCHITECT 6, z» X60 d aus N 6 gruf C6 gru6 9 RUS RUS ] m 8 5 l 1 a& E v PaP fp anoml Existing e louilrrs amnh n ml ALPHA RAYCAP 3315 I Fp m secror c ex raa recmre. rrna s.: e c LOC.# GEASON 3 SC TVLI1 f1' INT r" u TPITM( q" DE 2J HUAO E r lrian ml c+c: son ',, xxus a a a 191'r 1 RRus ars op triarm, ml _ xrusnz sie eau eoxom lsnerteal P nalau D-- EPF4a a nsts -- GAMMA ALBAJ BET0. MA ALPHA f BFiA ( AMMA 1111 HjI x B HANK. q ] x. worr L ap q w A 0 COMBINER CABLE DATA& DNCRAM CABLE 0-22MBINER CABLE DATA INF111AiIII BALL xt6 2 CABLE DIAGRAM ANT- 2A

67 I' 5 F ilons OG SURGE PROTECTIOY for RRV/ INTEORAT- 0 ( 111 I SREPROI MODEL# SV ) NEw RAYCAPS idlk Ati' 1 ANTENNA RADI DISTRIBUTIO BASED ' 2LB5( HG) PFAO RcoFTOP/ LS mm HT: " 6wireless aoorro> P- cnton, IowER/ PROPOSE RAYCAP PRocoDBRRu EXPANSION MODULE( REF FCR),( ttp.) PROPOSED OAP JUNCTION RDX MODEL 4RCMDC PF- 48 JRE t WE TCHESTER, UES LLC 0% GL[ N BARRINGTON PROPOSED PANEL ANTENNA PROPOSED TMA LOCATION IF REQUIRED) h 1 mw ^ m n, NEW 3" 0 PIPE MOUNT r ( J 3) HYBRED EADLES III SNAP IN BRACKET( VA NV OR EQUA'_) 2 5 p PROPOSED SECTOR FRAME jut10m ] p( l: flarcneis PER STANDOFF SFE DETAIL# 5/ A 2) G2] ) SPACE FOR FLIIURE PPE SUPPORT ALONG R- 9 15] 3 [ 1. 6i CUA%IAL CABLES ANTENNA MOUNT e 9 rr t NAP IN BRACKET( VALMONT' 4 OR EQUAL) 2 KEB PER STANDDFF BA HFi TEl 3) NEW' ANDREW' 6rR 0 E% ISTING MONOPOLE F GUVP ALONG o TOWER AMENNA MOUNT STAINL65 STEEL HARDWARE. GROUND BAR MG AES tche!,, N 3 E ANTENNA, RRU, & RAYCAP DIRECTLY NEA STANDOFF TD ANTENNA d JUNCTION B0X MOUNTING DETAIL 1RAYCAP JUNC110N BOX DETAIL SNAP IN BRACKET SNAP IN BRACKET SCALE x.r.s. alc N T S 3 4 AL N. TS. JOHN M. BANKS ARCHITECT e E GO10 N4] 27] 0070 e4 sn O0a0 LOC.# BOND PIPE MOUNT TO BONG PIPE MDUM TO ( IYP. OF' 2 PER SECTOR) 6) NEW VENIZON AMENNAS GEASON 3 SC PIPE MAST SECTOR GROUND BAR EGIOR GROUNO BAR ( 6) NEW RRUS12 D4 1) NEW RRUS 813 AND ALPHA. 9 ( NEVI RRUSA2 393 TYP. OF 2 PER SECTOR) LF RR,O.AD TIP' OF t EACH PER P 4AW).'( N'IB(yPNBIN SECTOR GROUND BAR SECTOR GROUND BAR ( YP.) Iw SECTOR) 6) NEW RRUS12 32 gǹ'' \ 5 ttp. OF 2 PER SECTOR) SUPPORT ARM(. OF 3) P OF 1 PER SECTOR) BACK TD BACK PIPE MONT TYP. OF G) SOUTH{" l.r I O,: SITEPR01 MODEL# IFE - U J ADJUSTADLE PUCK( OF 12) pgy xe SNEPRO1 MDDEL# PUCK s GAMMA 2] O' T1E STgR M MtS NAx RING MDUM ASSEMBLY u T- LINE BRACKET( ON ENO)... I ODEPRO1 MODEL# LWRM TD SUPPORT ALONG PLATFORM ry' 2. 0 as 3 6 ANTENNA J) NEW SECTOR GROUND BARS RET, IND, DETAILS ttp. OF PER SFC TOR) N MOUNTING DOM GROUNDING AT ANTENNA ELEVATION ANTENNA PLATFORM SITE- ITEPROI 1-- MODEL jrmqp- NP B ANTENNA P AN sgq E x. T R' ANT- 9 SEE SHET AM- 3A FOR_ MOIE- DETAILS xeetx rvsex 3

68 5 ij/ J G LOC.# V ' wlrcless u- c, 1. c_, f N nc..un air r< r Tl: a 1 i WESTCHESTER SERVICES L G N 1 L. (, U Edt N 4 O% GIEN an re. ilaoom com TELE AE weslcheskarsery JOHN M. BANKS ARC TELT r m n EPN,,< 1,,./ e PNotiGiON IL M o R l GEASON 35C 51 ": 1 j j, 2 Gi GOL. F ROAN DEUtF UpNYI CONBIN P wau i ISOMETRIC VIEW TME r,1antenna FRAME DETAILS ANTENNA FRAME oea s ANT- 3A

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70 3"., x1/ 4' GALVANI] ED TST' 8' I III STL. ANGLE 2'_ E" LONG WITH 5/ 8" 0 U- BOLTS TO POST. SEE DETAIL3 THIS SHEEP NOTE: SEE DETAIL 1/ C- M1 FOR ICE BRIDGE AT PLATFORM V li Y wireless 1515 E W-- 0 SUITE 1400 GALVANIZED STL. GRIP STRUT 24" 1_ D" MIN. 12 GA. CHANNEL W/ 1/ 2" 0 GALVNJIZED STEEL' SNAP- w' BOLTS TO SUPPORT BRACKET BARS 3'- 0" O. C. SUSPENDED COTE: WITH 3/ 8" b GALVANIZED ALL THREAD ROD WESTCHESTER SERVICES LLC ONTRACTOR TO INSTALL FOR CABLE SER M FOX N! I DARRINONE' IL CRPLE TRPPEZE TO ALLOW CLEARANCE REQUIREMENTS, TS. E TABLE ABOVE ILC CABINET0.X: 84J- TELEPHONE 84]- 2]]- 00] 0 2]] AE westchesterse NOTES: 1. TGE BRIDGE Posr JOHN M. BANKS 2) GPS ANTENNAS* 3-1/ 2" O. D. SCH. 40SHOULDEITHER SIDE BE STAGGERED OF ICE BRIDGE ON ARCHITECT GALVANIZED PIPE FOR STABILItt. E 4 FOX GILT_ VIRGIN SOIL OR COMPACTED 2 ANY SPLICES DR TELEPHONE84>L3)> 00] 0 DUAL MOUNT Ops BACKFILL WITH A MINIMUM BEARING CAPACITY OF 2, 000 PBF, IVP. GRAVEL COMPOUND GRADE I I I IIInil V ANTENNATELWOR% KN III III PARI' P M 101 GPS POLES TO BE ADJUSTED UP OR DOWN p y SET SCREWS 2 AWG TNND SOLID BAVEGUIDE RE JUMPER FROM GRIP STRUT) CPS PIPE MOUM TO. IGE BRIDGE POST jan-- NA '.' G 4 y IIIIII I. CpNRLEVEREO SECTIONSOFBOX THE ICC BRIDGE SHALL BE LOCATED WITHIN 2'- 0" OF A v ule bll n I,,/, III ]/ SUPPoRT POST. e ume NOTE 2 INSTALL FACH GPS ON THE d e CLOSEST ICE BRIDGE PoSTS TO 4 B SHELTER( IYP. AT 2 LOCATIONS). 8 M NEW LUCENT GPS ANTENNA MODEL( SEE DETAIL# 82, THIS SHEEP z IIIIII IIIIII LOC.# TYPE N CONNECTOR III III= GABLE TERMINATION III 1B" b CONCRETE PIER. GEASON 3 S 1 6 PSI 26 DAYS W/ 6R( BTR) o CONCRETE TO BE 4000 III III 4) STA III " ( CAPTIVE IN MOUNTING DRIVEN) m m III III III' fi THICK KET( PART OFNEOMOUNT) 1-1/ 2" RIGID ALUM. MACHINED ALUMINUM MOUNTING coeowr STEEL o DEa K52a018uu) ICE BRIDGE DETAIL 2) 3/ 8-16%3/ 8" L UPPORT CLAMP POINTSET SCREWS SCPIJO N.TS 3/ 16" HEX DRIVER) S. UUIHLIN,, STANDARD 1-1/ 4"( SCHEDULE D) GALVANIZED IRON PIPE HYBRID CABLE GHT AS REQUIRED) MINIMUM LENGHT ib" j WEATHER PROOFING KITS GROUNDING STRAP KITS 2 y TYPICAL GPS DETAIL ALENTs IN IN n IM}E vmsglllnly, `\` ICE BRIDGE POST GPS CDAX CABLE SCREW ON LUG ATTACHED NOTES: 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR TO GROUNDING WIRE 2. THIS DETAIL IS TYPICAL FOR EACH COU% CABLE 6 AND CONDUCTOR WHERE IT IS SPECIFIED TO BEGI TO ICE BRIDGE MOUNNNC GROUND BAR DEl'AILS GROUNDING STRAP KITS 3. CABLE TD BE GROUNDED AT ANTENNA LEVEL AND POLYHASER MODEL SGT DFM AL 2 MOUNTING DETAIL COAX/ HYBRID GROUND KIT DETAIL calo N. PRIOR TO ENTERING SHELTER ENTRY PANEL TOWER CABLBA IF TO BE GROUNDED TO GROUND BAR AT S.USE ONLY TIN PLATED GROUNDING KIT. ANT-4

71 I I I m o sxecr UTILITY ALOINS THM NNUIES WO MPPMING DRAWINGS COMPLEMENT WE PROVISIONS AND ISfAWMN5 BY THE SLEmAICA 0 K COMPLETE CONTUCTOR, IN CONNECTION OF ALL WUH LABOR, THISMATEgW. VERIZON AND WIRE. EQUIPMENT EBB SITE AND REQUIRED SHALL TO. INCLUDE, STALL THE BUT NOT ELECTRICAL TO BE UMIIED TO THE FOLLOWING: 1. WEPRIINSTAUATON, AND GNNEGT OF A GROUNDING ELECTRODE SYSTEM COMPLETE WW 8'- 0"% NEW VERIZON GENERATOR ON NEW V@r & wireless COM1' CRETE PRO WITHIN UNE 1 sfd CE AND AL ASSOCIATED WIRE AND CGNDUD AS REQUIRED AND/ OR NDMM ON PVNS TIE THE PRDVISIN, IANP.LLATON AND INNNEUNUNN OF CO OFF WEE O CONI GALS FOR LOLL TELEPHONE SERWCE WESTCHE$ TER' SERVICE WCE CONDUITS. N TD THE EROG DRI CNCLOSU E. SERVICES LLC METER SOCKET. EQUIPMENT ENCLOSURE. B. TWO INCH( 2 AND THREE INCH( 3' piamerr PYC COGUITS SCHEDULE SCHEID FO% GLEN S. ALL PVC NNIIS SHOULD BE LEFT WITH 1 PULL CORD FOR RE USE. IXCA N. TRENCIIIG, AND BACKFIWNG FOR GGNDUR( S), CABLE(.), ABU EXTERNAL GROUNDING BgfiRINCiON, IL ST. IEM. LEPHONE: 8 2»- CD] 0 FA%: Ba7-2n- ODaD AE weskchesterss CODES. REQUIRED Wn FFFR mces.c m 1. pqauored FXIBlWG VERIZON PERMRS CREASES, INSPECDONB AND METER AND DISCONNECT APPRWALS SHALL BE SECURED AND AIL FEES FOR ALLSAN' Bf CONTRACTOR. BE USED LABELED AS VERIZON JOHN M. BANKS S. WE DESIGN, IN. PER PERFORMWCE ON. HAL COMPLY WRH AAL ANDMPIJCPBLE OE CODES: STATE, IDCAL OF AND ALL IIEMB NATION4.. AND AND THE EQUIPMENT CNARAC1EWE LA METE ARCHITECT BNLLL BE IN ACCORDANCE WITH THE. AIEBr ISSUE OF OF WE VARIOUS VARIOUS APPL APPMCPBLE STANDARD SPECIHCAVONS OF ENESTING UNDERGROUND CONDUCT TO BE WE FOLLOWING a AUWONMRA 1 REUSED FOR NEW 2GOA SERVICE POWER cm 010 N. E. NATIONAL ELECTRIC CODE W/ NEW GN0 TELEPHONE: 84]- 2T]- 00] 0 S. ENIGAN NATIONAL_ CARDS INStiME 4]- 2> APPTZOX. 50'- 0") IEEE INS OF ELECTRICAL AND ELECTRONICS ENGINEERS AS.T.M. AMERICAN SOLI_ FOR NO MATENAIS NEPA LL ELECTRICAL. MANUFACNNERS ABSOCATION WFITEPS TAG RA RIES ING. X NADDRAL ARE PRDTECDON MBOCLATON 1. WIRIG OF EVf CKIND MUST BE INSTMm LIN GONILD', UNLESS NOTED OMERWISE, OR AS BY TI E.. IN. APPRWID 2 UNLESS DWARRIBE SPECIFIED, ALL WIRING BWJL BE COPPER( CU) rype 7 NB. SIZED IN ACCORDANCE WIRI WE RATONA ELECTRIC CODE. ei M. CODE, 3. RACEWAYS SNA" BE GALVABZED STEEL SIZED IN ACCORDANCE WIRI WE NATONAL ELECTRIC EXISTING 75'- 0" MONOPOLE 4 T a NLESS OTIFRWISE NOlE0. ALL RACEWAYS SHALL BE APPNGNM FOR THE INSTAU CDON. WITH NEV EXTENSIDN y. S Y 4. PULL OR JUNCTION SGGGB BHML BE PROWDED AS REQUIRED TO FACILRATE INBTAUTON OF RACEWAYS R M WIRING. PROVIDE JUNCTION AND PULLECX FOR COGUR RUNS WIIN MORE THAN(] BO) DEGREES NEW VERIZON ELEVgTEO ICE BRIDGE BIDS. TLM S i OF OF T, 5. PROVIDE A COMPLETE RACEWAY AND WIRING INSTA. IATON. PERMANENRY AND EFAEY GROUNDED IN NEW VERIZON RAYCAP. ON NEW FRAME o a ARFOLE 250 OF WE NA ANLL ELECTRIC COOS AND LOCAL GOOFS. BNIETBOARD SWAL BE SHED AND INSTALLED BY OTTERS. ELECTRCAL COMPACTOR. T bati I SHALL HEED VENIFY EXACT LOCATON. 7. ALL STEF1 L CONNB SW11 BE ROGED AT BOTH ENDS WTH GROUN ING BUSHING. z e. xo1eu. l: ZT d T SEE RENAL.. AND q. Ạ DITONAL AN ON OIUWINGS AND SPEGIFICATONS FOR MEWING OF PBBRERMTDNs AND i REpUIREMENTS EMEM. AND INNPMATON. CNEHCK ARCXIIECNRAL STRUCNP.LL AND OTTER MECHWICA ELECTRICAL AN DRAWINGS FOR SCALE, SPACE UM DNS. CNRDINATON, LOC.#' l75'z99 B as GRIND ETC. REPORT ANY DISCREPPNCIES CONFlICR. ENL. TO ENGINEER BEFORE SUBM" NO BID. ALL EQUIPMENT G NRNISHEO OTHERS( NEO). HAL" BE PROVIDED WITH PROPER" TOR STARTERS, DISCONN_' ENC. BY TIE EIECTFIGL COHiRAC1pR UNLESS SPECIFlCAL.Y NOTFD OTHERWISE. THE EIECTRICLL 1 i N, GEASON 3 SC OR SHA1 INSTAL" AND COMPLETELY WIRE ALL ASBDCNTED EQUIPMENT IN ACCORDANCE WITH MWUFACNRER' S WIPE DIAGRAMS AND AS REQUIRES FOR COMPLETE OPERATING INSTALLATON. ELECIRICM T ' wba GOLF ROAD EQUIPMENT PRIOR TO HOUGH- IN OF COGUR MIO WIRING TO AVOID CONNCR. 1 IT. b CONTACTOR SPALL AND COOROINATE_ NAE CIWpCIERISRCs PND REOUIgfMEMS L I BEL([ VUL'BrE ONsw a i LBDINATQN w, M WE EIACRUUGA SNAIL. COOROINAIE COMLPLETE ELECTRICA SERVICE WITH LOCAL LNLM MPLEIE COI s IF REN MPANY A OPERATONS SVS M, DING TRANSFORMER CONNECRONS. CONCRETE TRWSFO MER RED. MEER SUCKER PRIMARY CABLE RACEWAY REQUIREMENTS, BEGONOARY CUEME, ETC. PRIOR T NI oac10 5 INCLUDE SUBMTTG BD TO INCLUDE ALL LABOR AND MATERIALS THE ELECIPoCAL IN 1H ED ANY OPTIONAL OR EDGES FACILITY gmrgeg ASSOCMTED WUB 7 b q A M. -_ PROM INC. CPL SERAPE FROM LOCA LNLIIY COMPANY. IA. VERIFY BEFORE BIDDING TO INCLUDE ALL GOSS- I ELECIRIp1GOMRACTOR SHALLVERIFYWE LE 1 CURRENTWRH THE LOCH. MM CgBPANY PRIOR TO SUBMNG NT RID. ADJUST A. I. C. RATNGS OF ALL OVER CURRENT PROTECTION DEVICES IN DISIHR= IN EQUIPMENT AS REQUIRED TO COORDNTE WI AVA. A _ - AEE FAULT CURRENT FROM LDCAE nu, COMPANY. ALL GROUNDING RODS PROVIDED BY THE POWER OR TELEPHONE COMPANIES MUSH BE TIED I= I ry THE MAN EXTERNAL GROUND RING UTILITY CONTACTS a^ I( o S BANKS 719 G 5 _ OUTH FTT l N S POWER 11 Y ND. mar w A I' s wnmly CONTACT T" u. RlcRIxIxR THB TH43L 1tM PG1]]< DC5 ELECT, co.. NAL WfIH o"' QUER COMPPNY FOR EGTIRY INro FENCED AREA liy ENHER MAIIJI A KEY TO A SLAVE LOCKED CHAIN AT THE FENCE GATE OR NO ARE UANG A COMBINATON. E 1 I.M.N. P.c IN Wlxoxslx ME a.. ate x.. tw?. t.. L A r COON" NEW VERIZON EQUIPMENT CABINETS ON NEW TED( FOR COMINLATON AND ON OF FL CIRIC AND TELEPHONEE SE SERAPE. WR" F1E IRIC AND PHONE COMP STEEL PLATFORM QUINTAL NEVY CALL DIGGERS HOTLINE 6'- 0" x 6'- 0" LEASE AREA f D- 242-m '. 1"EBDO- 3.le- Se9C FOR F G'" P" E ) RGo"'" A wug `> EXISTING UGERGRDUND[%) NOUN FOR FIBER( APPROX. 36'-0") EXISTNG FIBER PEDESTAL TO BE USED i SITE UTILITY RGUl1NG PLAN salp 5/ ia-_ r-o NORTH zv: linl1iy OEM PIAN

72 v P" i Wire es5 WESTCHESTER SERVICES L_ C fid4 FOX CLEN BARRINCTON. IL AE westchesterse JOHN M. BANKS ARCHITECT DLEN ELEVATTED NEW VER! STEEL N fi' O'ATFORM PLATFORM A 8 E o A 3 E NEW TENANT EQUIPMENT rc 9 CABINET t e C NEMA JR NON AT& T) ENCLOSURE 200A ILC W/ ATS MOUNTED NEMA- 3 DRY CONTACT PED TO BE TO UNISTRUT ON STEEL ALARM FOR ILC AND GEN. USED PLATFORM LOC.# EXISTING METER TO BE USED SEASON 3 SC Tg O` ' gfw mmten p Syean IN o BANKS 719-DG5 SOINI:` GRADE ENG UNDERGROUND FIBER TO BE REUSED CONDUR FOR ELEVTRICAL SERVICE: 20OAMP 120/ 240V SINGLE PHASE 3 WIRE ELECTRICAL RISER DIAGRAM USeALF N. Tr EXISTING UNDERGROUND CONDUCT TO BE ELECTRICAL RISER REUSED EOR NEW SODA SERVICE POWER DIAGRAM W/ NEW( 3)( F4/ 0&( 1)# 2 GND APPROX. 50'- 0-) EE I A

73 i iii CONDUIT l z NOTES: MANUAL cantracmr( E.CJ AND TURNED OVER TO LESSEE. 1. UX MANUAL IRAI SWITCH TO pe REN BY THE REMOVED EXR: RNPL GRWND TE AND RECONNECT i0 NEW TRANSFER SWITCH USING EXISTING GROUND LUG. 2. S( UNDERGROUND TE GROUND RMINAITONS AND TERMINATIONS TO CONDUIT ETLB UP AREA. SEE COORDINATE CAO STNO BUILDING GROUND GRID TO BE N U EXOTHERMIC WELD). WITH IAANUFACTURES' S SPECIFICATIONS NOTE CONTRACTOR TO HAND OIG ALL CABLE p W/(E CSS ROTING TRENCHES. 1 e01)a SURE NEW AUTO SWITCH, INSr D AND WIRED BY B. C. CONNECT EXTERNAL GROUND LUG AN0 GROUNDING CONDUCTOR WESTCHESTER 4. S THAT WAS REMOVED FF. OM L4WUPE TRANBEER SWRCH. SERVICES LLC _ NEW 8'- O" X e, - O" CONCRETE? A O BUIL GROUND CRID IS THE NEW PLON NHOWEVER, N, EXACT LOCATION IS INOTNN KNOWN. EC, T MUST B0.9RINGT L TE GROUND GRID TO PRONOE THE ATTACHMENT OF THE T0.EPHONE: 84]- 2] 7-00>0 GENERATOR TillR GROUND THE UNDERGROUND CONDUITS FAX: 84]- 2]] FROM THE GENEPATOR US THE ALSEE BUILDING WILL CROSS OVER 1H15 tcheslerse GROUND GM, CPRE MUST BE OCCUR NOT rvices. c0m D THE il RE R TINT CRID. THE COMPLETE IF AM DAMAGE GRID SYSTEM OCC RBE MUST INTACT. TA REPNRm JOHN M. BANKS c. TO EXTEND# 2 TONED SOU- COPPERPER GROUND carvouciaps ARCHxTECT ll FROM( 2J LOCATIONS ON GENERATOR FRNJE( SEE I 004 MWUFACNRERS RECOMMENOATONS) PROMDE GROUND LUGS ON N. ILT60010 EEIFPHONE 04]- 2]]- OO) 0 GaMTG AS REQUIRED. Ef 11# 1 0 STRN9CE OR- INO NOUCIOR ANO CONNECT TO COPPER CUD GROUND R00.S VM TAX: )- 2]> HOW DUTY EXOTHERMIC TERMINATIONS PND THEN EXTENDED AND ONyUILDING GROUND ORIO YM E%OTHERMIc l; TBRMI EXISTING METER AND DISCONNECT TO BE USED LABELED AS VERIZON) 6. NEW WNERttOR FURNISHED BY LESSEE. INSTALLED AND WED BY E. G DE MERED AND SET BY P& G. Q IXISTNC PAN` MGMD- EC. TO PROMOS( 2) IP20A AND EXTEND BREAKERS TO ILC IN 1" H. W. CONDUIT. LEAVE 25' SPOOLED IN HARM BOX LOCATIONS FOR Ii' WIRING OF 1BGO WATT WATER JACKET HERE% AND BATTERY sill l 9 I" NARGER. PflODGE RECEPTAULS OR IERMINATONS AS REQUIRED. F! ENACT LOCATIONS WITH GENERAL. Qin ( 2) // 12 THEN SOLID COPPER CONDUCTORS FROM GENERATOR TO ATS IN S/ 4" H. W. i; EC. MUM Mg9ROR DC POWER WHEN ON BATTERY BACK- UP i DURING PORTIONS OF CONSTRUCDO. IF 0 RTLS BELOW ECONMENDEO L M56 DC, E.C. MUST TURN ON THE MAIN POWER. THE CEll SITE CANNOT GO OFF ONE AT NNTME 4)# 12 TFIHN/ THWN&( 1)# 12 GREEN 2) BELDEN CAT- 5 CABLE FROM GENERATOR S R GROUND IN I" RIGID H. W. CONDUIT FROM IM TO GENERATOR p o R F 9 J1 3)# 3/ 0 THHN/ THWN&( 1)# 2 GREEN GROUND CONDUCTOR FROM EXISTING 75'- 0" GENERATOR MONOPOLE TO ILC IN 2-1/ 2' H. W. CONDUIT WITH NEW EXTENSION LOC.# a emc mxsx i 1 1 GEASON 3 SC FAX L DICCER2SM12TMNE TOLL' 36- oe6d Imluc PN ATC Too( ar'xear - NEW VERIZON ICE BRIDGE 2901 GOLF ROAD OELAF+ AETII.WINSIN EQUIPMENT EQUIPMENT li one Senonc mulraavarz SHELTERS CONIMCfOR TO VIItIFY RG WTIX LOCAL UIILJIT COIIPNN PRLR io INBTPMATON. NEVI VERIZON RAYCAPS ON TIN M. NEW FRAME BATIKS r/ II7T9 OGS NEW VERIZON 6'- 0" xfi'- O" SOOT EL IN STEO L g_ x' WITHIN NEW VERIZON EQUIPMENT CABINETS MOUNTED ON STEEL PLATFORM. E 1gRLLT X14 c NOTES' ERO 1. 5 L9 ON GROUND C GENERATOR GROUND GRID FOR REQUIRED GROUNDING SYSTEM. 12". IR AILARM BOX ifor3ilcneand GENEPATOR 2)# 16 THWN. LEAVE 25' OF 16 SPOOLED IN ALARM BOX PR POSED NEMA 3R 2. DE NEW FEEDER CONDUCTORS FROM MAN SEW E SWITCH ENCLOSURE( NON- AT&T) GENERATOR UTILITY TU-- SWITCH FROM TFA I SWRCH TO IXI.. TM ROUTING PUN 80% AND FROM TAP BOX TO EXISTING PNREIBOPAO. PROPIMED 20M ILC W/ Al5 3. CARE RUST BE TAKEN IN THE PIACEMEM OF NEW AUIDMATC MOUNTED TO UNISTRUT ON TRANSFER SWITCH SO TEAT ENTUNCE OF THE FEEDER TERM PUTFORM RAIL THE eaen OF THE TRANSFER SWrCE DOES NOT INTERFERES WNH EpUIPMEM INSIDE TRANSFER SWITCH OR WITH TRANSFER SWITCH OPEMTION. i Ecrxvme. x

74 NOTE: I aon` w m ' S EkT ux.s; a E. C. TO PROVIDE( 2) 20A 1- POLE CIRCUIT BREAKERS FOR BATTERY CHARGER AN'p JACKET HEATER VY p9 wireless Rc, IL em78 ure t OI ( 3)# 3/ 0&( 1)# 2 GND IN 2" C Q( a)# 12&( 1)# 12 IND IN r' c WESTCHESTER E NOTE) SERVICES LLC 2) CAT- 5 BEL EN IN 1" O] ( C FROM 504 Fox GLEN GENERATOR TO ALARM BOX. LEAVE DARRINGTON, IL 25' E0010 SPOOLED IN ALARM BOX. TRUE HONE: 84]- 27]- 00] 0 W: o(z)# 12 T"' IN 3/ 4" C AE Westchesterservitea. cam 5 ( 2)# 6 TRWN. LEAVE 25' OF# 16 IN ALARM BOX JOHN M. BANKS ARCHITECT so TELEPHONE L PROPOSED FOUR- PLEX 120/ 240V WIRE GENERATOR 2)# 12 THHN/ TIIWN FROM GENERATOR GFI RECEPTACLE( NEMA BATTERY 3R) TO BE MOUNTEC CHARGE& TO TRANSFER SWITCH PER GENERAL REQUIREMENTS. TRANSFER SWITCH WITHIN No OF ELK HTR. G 2 GROUND 3/ GROUND 4" X10" ROD UTILITY SERVICE 120/ 24N i PHASE 3 WIRE OIX LNG NWH ME R GENERATOR ifi TRWN GENERATOR( WEATHER HEATERS) FORCOLDLE CONDUCTORS TAG ceneratdr w LOC.# REMOTE srnrt' REMOTE START 2/ 16 ThIHN WIRING STRAN DEO FROM WIRING GEASON 3 SC BLOCK. TRANSFER SWITCH SEE NOTES# 1 IF NOT PRESENTLY ON SIZE E. C. MUST AND# 2 PROVIDE: C.ENFRATOR PO R ythe A. C. FAIL RELAY IS CONNECTED TO EACH REO TAC 39D1 C(O F ROAD PHASE OF THE INCOMING POWER. THE CONDUCTORS pf ) y I 16Oy NBIN BUCK GENERATOR 2i NORMALLY OPEN CONTACTS CLOSE UPoN 3 LOSS OF POWER SENDING AN ALARM. POWER FAIL N9IE5. 2 G h. GENERATOR 1. E.C. TO PULL A# 16 AWG SOLID HER AND BANKS A# 16 AWG SOLID BLACK FROM THE 8719-UU5 _= TRANSFER SWITCH TO glarm WIRING BLOCK T. sia LH LG N00 FOR REMOTE START. c 2, E. C. TO PULL ALL ALARM LUOs TO EXISTING AUR. WIRING BLOCK. LEAVE A NEW 200A ILC W/ ATS GENERATOR RIIN TAG CONDUCTORS MINIMUM OF 24" PIGTAILS AT ALARM WIRING BLOCK AND TAG CONDUCTORS AS INDICATED. y'µ', IBJ IZ"[ N YMO COMMON GENERATOR RUN BLOCKIFIRMINATIONSOT BY OTHERS, ON ALARM CONDUCTORS 11 WIRING CAN DE GENERATORRUN IXPOSED. THEY SHALL BE NEATLY BUNDLED USING NYLON TIES AND SUPPORTED AT 2'- 0" INTERVALS FOR A NEAT TAG INSTALLATION. CONDUCTORS COMMON o w rc d It a 5 z ALARM WIRING 12'% 12" X5" ALARM BDX SCALE N. TS T NEW SINGLE LINE DIAGRAM GENERATOR SINGLE LINE piagram& ALARM WIRING SGLO N. T.B. E C

75 I 1 I V tl ywireless 6 E WQDRFIE-, RG GIIE, WESTCHESTER GERVICLS LLC 604 FO% GLEN BARRINGTON. IL N 0080 AE westchesterse VF WON ELE T64 A s fimijlf JOHN M. BANKS ARCHITECT vt71 F E PHASE VVIRE B R63 G o-ro BFKFI ny:, n.,'"' warrt BR, rac RIPTdG UY NEMA 3R 3- WAY SWITCH. MOUNTED To RAN Rnu m ffi C beµ..._.. EXISTING LADDER E PLATFORM NEW TENANT EQUIPMENT h e a GFCI RECEPTACLE INSTALLED 18" ABOVE PLATFORM GRATING I T- O R e F e A" USTARLE FLOODLIGHT NMLU 1 MR35 OR APPROVED EQUAL MOVNT t e a e TO CANOPY CEILING AND TOWARDS EQUIPMENT. L LOC.# P Y NEW TENANT EQUIPMENT CARINFTS 4 GEASON 3E ce F7 wacse js e. cucr iteve, 2J01 GOLF ROAD DELAF:, R, M1' ISGONSIN EXISTING LADDER POWER SURFACE MOUNTED NEMA 3R W/ ODOR GPHNET 22K AID BREAHERS CONTRACTOR SHALL VERIFY AC RATINGS W/ LOCH. POWER 00.) l J IM M r3f\ NIC J779-0 _ B x NOIt: VERIzON WIRELESS EQUIPNFM PANEL SCHEDULE& ENGINEERING TO SUPPLY BREAKER LIGHTING PLAN FOR U. AND POWER CABINETS aa PANN.T. L 6. EL BOARD SCHEDULE PLATFORM,. LIGHTING LAYOUT z sgn E, N. T.6. - sneer nvveea

76 1) L s BIFYIIGf I NB E SE. 0 ME, SHALL INCL OE ALL NC cdnnecoons SHP11 BE MA EXOTH QIBLE TO CABLE SPLICES, EIC. ALL 1. GROUND RUGS GROUND. SPLICES ANO 8'- 0" X 4-0 GENERATOR PAO SYSTEMS 0.5 INDICTED ND FGUNC NLT As INC.-- BY PM. ALL GIGS, WE MANUFACTURERS RECOIAMErvUATI0N5 AND PROCEDURES GROUND CONDUCTOR SHALL NAVE A MINIMUM 24" BENDING RADIUS MOLDS. WEEDING MA4 POOLS FS SHALL CONDUCTOR BY BEALL PROCESS AND MSTALIFO 2. ALL IXOhVERMIC COVNECTONs ON GAVPN ZED SURFACES SHALL BE DEWED THOROUGHLY AND co DREG i0 SURFACE WYH( 2) TWO c0at5 OF SHERWN WIWAMS SILVEIa3R IE( AWMINUM) N59511( OR EQUPL) S MECHANICAL GROUND CONNECTIONS SHNL HAVE AMI 0%IDAA' T COMPOUND APPLIED' TO 0\ ECF ON. I o.\ 9 9 NOT n t y Q" apameg WIrEI25S pntractor TO HAND GIG AL. CAOL ITAROn ROUTING TREM1"CHCS. wmbuxc, L fictts. w 4 FENCE/ GATE GROUND TENCE POSES WITHIN 6 FEET OF PIaiFDRM AND 25 FEET OF TOWER AS INDICATED ON WESTCHESTER ORAWNGS. GROUND EACH GATE POST AND CORNER POSTGROUND CONNECTIONS TO FENCE POSTS S. ALL BE ME HERwcEsuc BY ME IXDTHERMIC PROCESS AND INSTALLED PER MANUFACT'URER' S RECOMMENDAnONS AND PROCEDURES Pll r FOR THE GROUND GRID SYSUJB SHAPE BE MADE BY ME IXGROSSMIC PROCESS, AND EO PER MANUFACTURER' S RECOMIdENUAHDNS I AND PROGEOURM. D BARRINCTON,EIL TE. i NE: Ba)- 2n--00) 0 5. MLM COMPANY COORDINATION: ELECTRICAL CONTRACTOR SWLL CONBRM THAT ALL WORK Is IN ACCORDANE FA% PHO BOT WITH WE RULE OF THE LOCAL WIUIY CAMPANY BEFORE SUBMITTING ME BIO, THE CONTRACTOR SWLLL CHECK AE4 westchesterse rvices. ca.m WITH " T COMPANIES SUPPLYING BERWCE TO THIS PROJECT AND SHN. L DCTERMING FROM' THEM ALL EQUIPMENT AND CHARGES WHICH THEE WILL REQUIRE AND SHALL INCLUDE THE COST IN ME MM B G JND TESTS SHALL BE PERFORMER AS REOUIRED BY LESSEE STANDARD PROCEDURES. GROUND 6TAKE SHALL NGT ED 5 OHMS. J 7. CONTRACTOR sha1 SO IT THE GROUND RESISTANCE LEST TEPaRT AS FOLLOWS. ONE( copy TO OWER RECRLSEMAINE I2. ONE( 1) COPYTO O G Lc G w ONE( 1) COPY TO NEEP INSIDE EQUIPMENT ENCLOSURE 1 I i I I. JOHN M. BANKS 0 ARCHITECT 604 FO% GLEN IL ficolo EPHONE F.XISIING/ 6-0" MONOPOLE o ry s hd 1 WiTH NEW EMENSION c r A 1 TYPICAL KEYED GROUNDING NOTES' 82 AWG TNND SOLID MORE COPPER CONDUCTOR 42' BELOW GRACE( CAL) MINIMUM 24' RENDING RADIUS PLATFORM CORNER POST STEEL COLUMN STEEL BEVA& CANOPY GROUND CABINET GROUND MM TO UNIT HOUSING 3 4 DISCDNNEDT AND ELECTRIC SERVICE GROUND TO GROUND ROD Os S/ B'% IQ' CCPPER CLAD GROUND ROD LOC # O O GROUND OF FFFT CHAIN PLATFORM LINK AND REN.,( 2B FEET ttpicai) OF TOWER.( ES" SMBC SEE OETWL, CONNECTED!( SHEETTYPE E- 4) VS) GROUND FENCE POSTS WITHIN MANTNN TWO FOUT OSTANCE OFF OF J. l STRUGIURfS Q J l OEASON 3 SC Q GROUNDM AND NSTALL LIGHTNINGSURGE OROUND BARS GO A DNEACH OUEMGfiOUNp TERMINATE CABLES V- c\ 0` FROM G 2001 GOLF ROAD OEXOTHEORRA Bt' ANTENNA CONTRACTOR WELD COPPER GROUND BAR TAIL TO HALO G FINAL CONNECTION BY EL COUCN. CONTRACTOR o RING( IXOTNFRNIC CONNECTION TYPE TA) D 3='<` pelaf SCONSIN llpi V INSUTAI FA COPPER GROUND BM, NON SGIU ED, WITH IOA' LONG/ 2 AWG MNMODLID i --'--- NEW VERIZON ICE BRIDGE COPPER WRE WELDED TALS( HARGER GBH I ) 4'% 20`%1/ 4' O10 TNW 11 GROUND CADLE WAVEGUIDE BRIDGE MR.) BY MMTHGAL MHTFACEOR 4Y30"%1/ 4' TNND INSULATED COPPER GROUND BAIL NON- ISOUTED, WEN ID. O' LONG# 2 AND THNG SOUP COPPER WIRE WEDGED TALE( HARDER GET 14420YW) E1' FNEI: v 13 E%ISTRO TOWER OR COMPOUND GROUND RING 0-) 14 CTE JUMPERS( SEE OFTAL, SHEET E-]) OBONDIXGRNG TOWER GROUND PING TO PROPOSED GROUND RING WITH/ 2 AWG TNND SOJD COPPER coxoucror w z NG WINN 18 lµp MOM ME FOR M C T ECR AND DOUBLE HOEENDS ONDPIATFORMCAR AT THE UnM MAINE LOCAPEO ON PLATFORM SIEFL. 1> BOND RAVCPP TO M. 18 COPPERTURCER FOUND TION MEAS MES./ CAGE TO OP BONGED TO TOWER GROUND RING WITH f2 TINNED SOLID l x7swrsp: i6 O EACH TOWER FONDAR TO HAVE AT LEAST ONE AID10R BOLI BONGED 1 TOWER G IIND RING WITH b2 x.. r-e nncc NED SOLID COPPER CONDUCTOR NEW VIRIZON 6'- 0' x6' 0' UNpING PLAN O COPPER CIAO GFOVND Roo WITH INSPECTION MCI TOP OF MOUND ROD W24` BURL.( SEE OEFM4 SH G- 2) STEEL PLATFORM WITIIN NCW NORM20 6'- D" x e'- 0" LEASE AREA ENEET AV. IABEF ETTEND c. OuxD coxpucrors IN 1 r REDO H.w. coxouit ADJACENT ro AND ATTACH 2f IXTERIOfl DF GENERATOR HOUBING PND E% TEND TO GROIINO WGs AS REQUPITIED, RE. IRIF ver1ry LOanoN wlrx IT GENEMC NEW VERZON EQUIPMENT SITE GROUNDING PLAN CABINETS MOUNTED ON i E_2 U OR MOUNTED UNDER PERIMETER BEAR GCALFi 1/ 4'- 1'_ 0' STEEL PDATFORM.

77 I i 1/ P flwi eless ure taoo WESTCHESTER SERVICES LLC JJ BARR\ ON IL TELEPHONE: 84] 62]]- 00] 0 I' m: 84]- 2]] AE weslchesterse DTE: NTENNA CABLES SHALL BE GROUNDED AT THE ANTENNA HEIGHT OF TOWER JOHN M. BANKS ARCHITECT TELEPHONE 847-2]] 00] 0 FA% OOBO DUAL GPS ANTENNA R2 AWG TEND STRANDED INSULATE OPPER CONDUCTOR W/ 2- HOLE GROUND GPS ANTENNA TO CRND BAR W/ SIDE 6AWLUGS.ERHE C 4X20 i 4 TNND INSUtATEO BY TINNED BARE CU GROUND LEAD COPPER ICE BRIDGE GROUND BAR, NON- ISOIATED, FOR GROUND KITS, 2 AWG TEND SOLID BARE COPPER d GALVANIZED 1-1/ 2" 22GA. WIRE BY ELECTRICAL CONTFA.CTOR, WIRE JUMPER EXOTHERMIC RIB METAL DECK SEE DETAIL 1, SHEET E- 4 CONNECTION,( TYPE- VS) TO POST. 2- HOLE LUG TO BRIDGE, EACH a E GROUND ALL ANTENNA GROUND ANTENNA CABLES SIDE BY ANTENNA CONTRACTOR g z KITS TO GRED BAR BY ANTENNA CONTRACTOR 2 GROUND WIRE FROM CANOPY TO SEE 3/ C- 5 FOR TRAPCZE DETAIL A NEW ICE BRIDGE o 9 PIPE( typ.) ANTENNA GROUND KIT( ON VERTICAL) G" AS POINT OF BEND BY ANTENNA CABLES ANTENNA CONTRACTOR 0 STEEL PIPE FOR METAL ROOF CANOPY STPRE Sam. E% ISTING CABLE PORT LOC.# N2 BARE SOLID TINNED COPPER GROUND DOWN TO NEW HALO OEASON 3 SC GROUNDING SYSTEM FVC ENCASED. EXISTING MONOPOLE CUP TO STRUCTURE OR PIPE 2 GREEN MA% 3'- D" O. C.( TYP.) 2901 GOLF ROAD INSULATED COPPER PROPOSED GROUND WIRE FROM PROPOSED fwycap PROVIDE DRIP LOOP DE N11JMJ1 NSIN GENERATOR NEERAT CABINET CHASSIS ( TOP) INTERNAL GROUNDING( BT OTHERS) 77 = CLEAN& GREASE GROUND EOVIPMENT GROUND BAR AT BARS( BY CONTRACTOR) UTILITY FRAMEMGB i M. GALV. PIPE BY j ANTENNA BANKS MOS COMRACTOR GROUND STRAPS CONNECT TO ' 1 GROUND BAR W/ DOUBLE LUGS ELECTRICAL CONTRACTOR EXOTHERMIC CONNE ON r( SOUTH 5 W/ STAN/ LOGK WASHERS CONNECTIONS SHALL PRONUE MIN. 10' MOUNTED ON CONC. PAD 2 GROUND WIRE FROM BEAM TO PIPE( NP.) 2 GROUND WIRE FROM SCREW TYPE- VS) BY E. C. ANCHOR TO BEAM LONG/' 2 AWG TNNU SOLID TOP,) BARE COPPER WIRE FOR ANTENNA CONTRACTOR TO T GROUND THE WAVEGUIDE GRADE Ne BRIDGE SUPPORT( 1YP. OF2, BEAMI rill PERIMETER II, ONE OF EACH SIDE) II GC TO VERIFY EXISTING III 2 GROUND WIRE FOR 01 IS GROUNDED. L GROU1N1D TEST NEW 1ROU)NO HALO 2 AWG TEND SOLID DARE COPPER WIRE) TACT LESSEE OR DETAILµ 2 THIS SHEET TYPE- TA) FASTENED TO ENCLOSURE RNONO I ENG NOT / 2" OIG. PVC Urt WELL EXOTHERMIC CONNECTION 111- TO) IXISTING TING HALO GROUND IR GROUND RING RING( 2 RING( VERIFY) 1. LAMP. FEED TNRV AND EXISTING GROUND NEW 5/ B" X10'- D LONG COPPER EMEND PVC PIPE 16 ROD( TYE.) CLAD GROUND ROD( TYP) BELOW GRADE MR.) GROUNDING DETAILS TYPICAL SITE GROUNDING DETAIL 6CALO N. T.B. E- 3

78 V P 6@wireless WESECHESTER' 604 FD% GLEN DARRINCTON, IL CO TELEPHONE: 84]- 2])- 00] 0 FPX: 84]- 2)) AE westcheslerse JOHN ARCHITECT fio4 Fox cgo I ONE - 84]- 2))- 0 TEDEPT0]0 FKK: 0080 u 3 k e W4 j LOC.# GFASON 3 SC 60ND# 2 TINNED SOLID COPPER GROUND CONDUCTOR F ROSIN 2 GRADE TO GENERATOR FRAME AS H2 SOLID TINNED BARE VA B" DIA, x 3'- 3" PVC D RECOMMENDED BY GENERATOR S" a SUPPLIER mp.) L v i; COPPER GROUND WIRE LL d RE. BLE SCREW TTPE NOTE: COVER INSTALLED MUSH GROUND PROVIDE LB' S INTO SIDE OF we ROO SHALL RE GRADE WITH FINISH GRADE GENERATOR HOUSING. DRIVEN VERTICALLY, NOT TO FROSi UNE BANK,-, =_ O6N6 EXCEED 45 DEGREES FROM EXTEND GROUND CONDUCTORS IN THE VENHCAL. B71B-V05 Et I/ z" RIGID H. W. CONDUIT mel CAOWEID SSOUTH LGINIr ADJACENT TO PAN, OFFSET AND ARACH TO EMERIOR OF GENERATOR HOUSING AND NN NEW 2 TINNED SOUR OR LARGER TO GROUND LUGS AS REQUIRED, GROUND RING PER NFPA 70, NOTCH SIDES OF VERIFY LOCATION WITH GENERAL. ARTICLE GROUND RING SLEEVE TO ALLOW GROUND CONDUCTOR IP TINNED SOMC COPPER IWiarLYi ami 1nEer I 1jµ, ATe GIF SHALL SE INSTALLED AT GREATEST Rµ ENTRANCE/ EXIT DEPTH POSSIBLE AND BELOW OF GROUNO NgRE permanent MOISTURE LEVEL ANGLE OF GROUND ROD SHALL EXOTHERMIC osxvry sv: os EXTEND N2 TINNED SOLID NOT EXCEED CONNECTION 3" CRUSHED GRAVEL cescva er, BMs COPPER GROUND CONDUCTOR BELOW CONNECTION- LLL/ TO EXISTING DUILDING GRID GROUND ROD: HARGER 5010 OR CONNECTIONN SHALL REMAIN wre: oiaon. TY'.) EQUAL 5/ 8" DIA. X 10'- 0" LONG, MSIGLE FOR INSPECTION MIN. COMRA 1 SHALL VERIFY ct`' an an WPH OWNER SPENFICANON FOR COPPER CLAD STEEL MINIMUM SIZE OF GROUND RUN GROUND ROD NEW 5/ 8') 10'- D" LONG TO BE INSTALLED COPPER CLAD GROUND ROD GROUNDING DETAILS mpa 1GENERAL GROUNDING DETAIL 01GRDUNDING ROD DETAIL CAL[ NTS CALF N. TS. a TEST WELL DETAIL E k3a SCRLFi NT6. tn

79 ISTAINLESS STEEL MWNAL) CB) TWO BRA( KE)S( TYPICAL) NOTES: KITS( TYPICAL) FOR( 12) TWELVE WITH 1. ALL HARDWARE R WITHSTAINLESS STEEL INCLUDING BELLEJILLES. 2) TWO 5/ 18" BOLTS AND LOCK WASHERS( TYPICAL) COAT ALL SURFACES WITH KOPR- SHIELD BEFORE MATING. LON2.FOR G BARREL COMPRESSION LUGS 111.( 2) TWO GROUND BOND TO STEEL ONLY: INSERT A DTOOTH RAGON 5/ 16" BOLTS WA AND LOCK WASHERS( TYPICAL) SHER BETWEEN LUG AND STEEL, COAT ALL SURFACE WITH KOPPSHIELD. ab 3. GROUND BARS, INSTALL BOLT HEAD TOWARD WALL 4. ENCLOSURES, INSTALL BOLT HEAD ON OUTSIDE OF ENCLOSURE WESTCHE.STER SERVICES 0 Q S. S. NUT GROUND LEAD W/ 2- HOLE6`4 % GLEN LONG- DARREL LUG OARRINGTON, IL GOUT S. S. LOCK WASHER CLEAR HEAT SHRINK WRAP 1YP.) AEC estchestars2ervi es c U. G. FIAT WASHER 1 S. S. DRAGON TOOTH WASHER BASE) RFD 1/ MI"' B" 2 7-o0T0 JOHN M. BANKS q GtFN ARCHITECa MATERIAL BISSSTEEL) I.IIN^ MN. LABEL ORIGIN e: TELfPFbNE: 84]- 2J>- 00] 0 DESTINATION EACH END OF FA%: 84>- YTI- c0c0 GROUND BAR LEADS O O BASE MATERIAL m e 49(20'%1/ 4" TNND COPPER INSULATED GROUND BAR, NON- ISOLATED( HARDER CUT 14420VW) ANTIOXIDANT COMPOUND 2 AWC SOLID TNND BARE COPPER CONDUCTOR 10I LONG EXOTHERMICALLY WELDED TO EXTERIOR HALO GROUND( 2 TOTAL). SUPPLY AND INSTALL BY ANTENNA CONTRACTOR. FINAL CONNECTION EXOTHERMIC CONNECTION) TO EXTERIOR HALO GROUND RING BY ELECTRICAL CONTRACTOR S. S. FLAT WASHER RTERIOR GROUND BAR DETAIL ZGROUND LUG INSTALLAl111 DETAIL a reld H.T. U D, LQ NT.K BOLT I, ECLON HDTF CONNECTIONS SHALL LOC.# G DE ALL GROUNDING 1. GROUNDING MADE BY THE EXOTHERMIC PROCESS CONNECTIONS SHALL ALL CABLE TO CABLE, SPUCES, EIC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTION SYSTEM AS GEASON 3 S INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY IN. ALL MATERIALS USED( MOLDS, WELDING. NG, METAL. TOOLS, ETC.) SHALL BE BY EXOTHERMIC PROCESS ME TA MANUFACTURERS RECOMMENDATIONS AND PROCEDURES, UG DD AND INSTALLED PER TAR TEE OF HORIZONTAL HOR120NTAL CPBmLES TAP CABLES ME GROUND CONDUCTOR SHALL HAVE A MINIMUM 24` BENDING RADIUS GOLF ROAD RUN AND TPP CABLES. TO VERTICAL STEEL TO GROUND SURFACE OR THE SIDE OF PIPE ROD DELAFIE N{" N"M iit 2. ALL EXOTHERMIC CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED 11 THOROUGHLY AND COLORED TO MATCH SURFACE WITH( 2) TWO COATS OF SHERWIN- WILLIAMS GALVNE( WHITE) PAINT B5003( OR EQUAL) OR SHERWIN- WILLIAMS SJUVERTRCALBRITE( ALUMINUM) OR EQUAL). J M. 3. ALL ELECTRICAL& MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTI- 0% DANT BANKS COMPOUND APPLIED TO CONNECTION AFTER INSTALIkDON OF THE CANOPY AT THE DOOR, CC/ EC IS TO BOND THE OU L INT: CANOPY TO THE DOOR FRAME WITH A# 2 CONDUCTOR. USE DOUBLE- LUG CONNECTION. PREP AND PAINT SURFACE TO MATCH AFTER INSTALLATION. 9' TYPE w IYPE_1S p AA.,ry. CABLE TO CABLE TAP DOWN AT 45' TO 5 UN)IY COMPANY COORDINATION: ELECTRICAL CONTRACTOR SHALL CONFIRM THAT VERRCAL STEEL SURFACE OR VERTICAL STEEL SURFACE OR ALL WORK IS IN ACCORDANCE WITH THE RULES OF THE LOCAL OULTY COMPANY TO THE SIDE OF EITHER SIDE OF HORIZONTAL OR BEFORE SUBMITTING THE BID, THE COHRACTOR SHALL CHECK WITH THE UTILITY HORIZONTAL. OR VERTICAL PIPE VERTICAL PIPE COMPANIES SUPPLYING SERVICE TO THIS PROJECT AND SHALL DETERMINE FROM THEM ALL EQUIPMENT AND CHARGES WHICH THEY WILL REWIRE AND SHALL INCLUDE THE COST IN THE BID. 6 GROUND TEST: GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY LESSEE STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5 OHMS. CONTRACTOR SHALL SUBMIT THE GROUND flesistance TEST REPORT PS FOLLOWS: 1. ONE( 1) COPY TO OWNER REPRESENTATVE 2. ONE( 1) COPY TO ENGINEER lypigi 11PE CY MF f.r 1. ONE( 1) COPY TO KEEP INSIDE EQUIPMENT ENCLOSURE GROUNDING DETAILS THROUGH CABLE TO TOP THROUGH CABLE TO CABLE TAP TO TAP OF OF GROUND ROD SIDE OF GROUND ROD GROUND ROD EXOTHERMIC WELD DETAIL scplo LxmnERUIc Axo xprlrr ulmaxt. O ca AFPRpMa Ewu 17 o d V ML rc = E E 3 t 4e

80 f I i I e e UTII. PROPOSED IIY H- FRAME( 120/ 240E METER troaby BUNGLE UTI PHASE COMPANY) METER SOCKET MOUNTED ON NEW STEEL LADDER O PROPOSED DISCONNECT 1/ 86 6P wireless OVERA ILC W/ ATS MOUNTED TO PLATFORM RAILING. ILC TD BE PROVIDED BY 1 VERIZON WIRELESS AND INSTALLED BY G. C. scxnufmuxc, L e 1] e O EQUIPMENT GROUND BAR 024' X24" X12" NEMA 3R FIBER ENCLOSURE( NON- AT& T) WESTCHESTER 02" 0 POWER CONDUIT TO EQUIPMENT CABINET( BY DTHERS) LLC E TALSi EEL PIPEAGE', FOR Oj PROPOSE SCHEDULE 1)#2604 FD% GLEN 130 MERCDF 3UNDERGROUND G0. SECONDARY ELECTRIC SERVICE IN BARRINCTON, IL 60Of0 SCHEDULE 40 RGB TELEPHONE: 84]- 2'P- TYP 2" DIAMETER 00) 0 FAX: 84]- 2)]- 0080( 3) 4/ 0 IN 2" DIA. BCH. 40 RGB CONDUIT FROM POWER SOURCE TO METER AE westchestereekces.com 3 S 0( 1) 2" SCH 40 PVC FIBER CONDUIT WITH PULL STRING FROM EGER SOURCE TO JOHN M. BANKS FIBER ENCLOSURE AT EQUIPMENT AREA ARCHITECT 1) 2" 0 FIBER CONDUITS TO EQUIPMENT CABINET( BY OTHERS) IDA 11 so HORIZONTAL SUPPORT MEMBER( UNISTRUT BLOOD, OR APPROVED EQ ) UNDERGROUND CONDUITS FOR GENERATOR SEE SHEET E- ta TELEPHONE e4]- 2]]- 00] 0 47_ 277_ ooso 12"X12" X6" NEMA- 3 CRY CONTACT ALARMS FOR ILC AND GENERATOR LEAVE( 2) 3" 0 STEEL PIPE FOR 25' OF CAT 5 COILED IN BOX FOR EQUIPMENT ENGINEER( 4 CEN RMS AND TMPAL ROOF CAN BY, COMM PWR, SURGE ARRESTOR). s s 5 g 8 PROPOSED STEEL B LADDER I ) 8 STPEL LADDER I: I G2 GROUND WIRE TO HELI ROUND RING( TY'.) GROUND BAR LOC.# NOTES: GEASON 3 SC UTILITY COMPANY D LEAN CONCRETE, RED- COLORED TOP, MAY BE USED IN PUCE OF TRANSFORMER COMPACTED SAND. 9at161 AD T` BY LOCAL 2. BURY CONDUITS 42" BELOW GRADE OR fi" BELOW FROST LINE, UTI fi y WHICHEVER IB GREATER. 3) 4/ 0 IN 3" C hconduit SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO M I VEtITED WITH LOCAL UTILITY COMPANY REQUIREMENTS. G N 2 THWN GROUND MILLBANK AHK$ - N SERVICE ZRaT 8719' V05 RATED METER II OU 1/ 2" DIA. PVC CONDUIT FINISH GRADE, AC II II II SII I I IIS FOR GROUND WIRE, PAVING MATCH SLOPE I 11 FASTENED TO AND THICKNESS OF 0 222GoA KAIC C. B. ENCLOSURE W/( 1) EXISTING 3/ 4 0X1 CONDITIONS I f1% LONG CU it it I 4 NON- METALLIC" C" CLAMP, FEED THRU COMPACTED BACKFILL RDD xl( by, ANO EMEND PVC PIPE 16" w/ SATISFACTORY NATIVE OR IMPORTED SOIL 200A GENERATOR 1 92 GND. BELOW GRACE( TYP.) t2 i ii ii ii UNDISTURBED SOIL SOCKET. SOUTH GINf:' EQUIPMENT GROUND EXOTHERMIC RING( IF APPLICABLE) G. DNE TIMN TYP') ma?;;{ fsy:': 2 SCE ERVI ENTRANCE UTILITY WARNING TAPE GND( IF APPLICABLE) DR- SEPARATE 1 8" COPPER GRGUND ROD 10' DEEP EXOTHERMIC WELD TO GROUND RING WHEN EGR IS INSTALLED. s wx pi 2) CONDUITS 1 FIBER, 1 POWER) WHERE APPLICABLE TO BRANCH COORDINATE SIZE GIRGUITB AND TYPE WITH LOCAL UTILITY GENERAC EGON 12D/ 240V, 10 PANEL BOARD WITH BACKFILL( SAND OR AUTOMATIC TRANSFER 1 UTILITY H- FRAME DETAIL nutility TRENCH DETAIL NATIVE SOIRDS PER ASTM STANDARD3 SINGLE LINE DIAGRAM E t'- 0" l 1 segle N.T.i SCAM, N. LS. ELECTRICAL DETAILS Tl

81 G"_ AIF ixc WNG I. S Gluff ME ELEGINING OPERATIONS 11- THE REGUESTING BE. AGEDRONSE NIN ST41AA FUNERE" TP F- H' NE, G" FOR "' UP' MR-'" V-- I- MR MOUSER SM.' AND AND IN AFFING.- IN. BY C. SOIL STAFT1 EN FABRIC G- BE GGRAFT- ISIGN. C,GTNGFRUNFI AC IND. TH ANE. RA NOMPE B- I.- A. N I p..' ru. LII'ERAnRE B. DENTMONGE OR FATEMEUT SOMPLANS1 OF WITH THE SIGGINFAFTSHI 1, MNZ MATERIATF WARNE NAFEFXIN HigAu D FOGENN WIRE, PANDS, HANWARRE. ANTE OTHER STEEL MOTEPoN. S SHALL GNRSN D AREAS GREAD._ 1. UNFOGNO.. WN_ I HUT-. DIPPED- PEURG GHWN GPH l NOR IF7 ED SUREIND 11. INIPEETENI SHALL ED NOTHED HIS_ EGG MAN IF FEARS " XT4D EME ARRE. - WE GENTEN MET( 7') HIGH OR TO MASON GROU; DS I OF COMENETE MUNG, AN DR UNLESS.H A ETTERNSE SMIFED BY MT-_ TWO- IN11 UNDISMIC I. E4G IN FIT EMEN- RES UNFADE. JOHN M. BANK 2 FOR R= TIRE P EMPUBFUN DO X= M M.I. RANDIS CONGTH OFTEN GOUIPMENT. MACHINERY AND ITTAIIII AE A. IXI 11N1.111 FION SHEAS ME.. E IPEIIINI OF MUSEN AND AGOEGS GROW, ARTIN A- S W1 ARCHITECT 0 J_1QE TO- ED SAFE.- I. ME 9MIN'SMIMWA GETS I Rel TURNAROUND AND UNDER AS MUJITNED RE U3HF- XMMGED. AND GION FOR W- WITH 14 D GWGU, E GENEXTRUENTON AN. 4- POINT FOUND SPACED ON FARAN41TT Ouc D. S- EXPOSED EXTEND) D. AND INTERE.-- IG- GO MIOR TO EXIGAIGH11 NGN AND C- STFIUCTION, IVIN SPUR OFTNTERS. T D FUNDS- BE ENTRED NESTAT- A 71 INEW ) EFEW BERNED f- AND ADI'DITTEN. FIRED OF STANG. FUNS AND UMBAN POP G, S71- BO. IS B= AVOID DINTEWING HATIRI D U`_" WEBOHNNING I EXTERIGOR 6W M. R I. W69 SHAU_ RE TAPE I BY ASTI AND OF MR.- N. HAMETER DESSIED TgG_ Au_ NSUFAED FACES. IXAGN AND DEBRIS FROM ME IRTF- TO AN AUMOGIIS E. IN 1 1 ROPE RIE 1 FRGM J. TED ASEESS I-. NO ING ROGRE. PHOUSAGED STANDANDS 4_ R TO P DO NINE I G F ff% URE, MANHOURNE, AND SIMS GrAEFF OF FIUL OR BASE, NUFF MEUSOIL. I 11 PIPE, BLACK 11 H DEBATE T ARE NOT PERMANENT-, YM WHERE INME, I... IS. 1 FIGINIMPAPTI.. 2 GAS ONE S' E. E.-. ( I I/ V GAS) B DA" ANESED) WELDED AND I--, IS, G, FOUROH- D AND UFN INS, W REP. 1 AND STARTUDEER NOT UNDEPER- M" T". PWR TO P- GN- Or TE, UP INGE GNUM= M HNISHER AND SURFACED. RIPLASE FINISHED AND DO_._ 3 INSTRAnno N E PAID POSTE SHA- L BE EXTENDED 12 IN.., MOLI. N. ROME SUP, TO -- XIGS NO( IT.--. SAUMNIZED) GDAHNG ON ININ WO NOT BE SATISFACTORILY FERATED OR"" RED. R THAT RTE.. IF`= OF ENBA ZD' WINE 1. PR1.1DHX I- OVER A. GRAD, X- THE- THAT 111UPON 11 I I- OF ANF E OF REPAIR OR AND AWl N. G NXFOFWoWGUUND BRACE. I' DO NOT ' U' M ". OR SCRETUTUE- 1. A'. ST B "_.. FOR" HE_ G MGN_ FH) ON SIMITEAR RUNEAND UABI INEI- TERNITS- GN, FROM=.., ME RESULTING M_ PIPE PEARED. ON AND- HARDAND. I GATHE- 1 LEAVE THE B N_ MR DO- SORNESPOND NTH AW 111- RAGE COURSE. E- EWBIONG RE 1, 11 INCH DANDITUR I AGM- P, IF_, FOR FN - ONAGN unk.. OF GU_ 1-1 SE ONE. THANNED SHAEL HATE NUFFID AMIMIENT, INOWDING SAFTERI GANGUIA MGM GOINERS. TANI WITHIN EQUIPMENT FRENIGH MARGO TMIGNED SHADIDG, OR IN GINAT ADE ED F I GATTE I- HANTE INIEURINA, PUTF- HEIGHT NNNGA_- 1 AND A XN u- TONA. M. SES SPECIFOXION MR NUUMINUM- GSATED, J. WASH AND WAX' NTN MMIN EGGIPMENI MC B. ENEXCEXSHOUR, IF ANY, FROM- GOT AND FNU ` UGTH FESPN HNNIGG BRAGS. GBOURED IN PLACE BY USE IF GATE BE I OF -P AREA ON-. Pr GRAGE GENUPS. ASTM- ME. W.- APMFEATIN FOR- BIT- ZINC OBATED 2WHI WGRESTRON: XGUEND TEMPOTFURY PREFDOTIIN AND AUNFE. To BY AND FADDLETER N_ GATT HINGES SHAT-L RE UNFROTGUNING MESA_ MODEL P4SNA HINGE ADAPHER WFAIN WRTH SGGL-. BIP- PROCESS. SUN OF P` ISM- GLINGUE AHA- N" AMH_AAGG G= gq SOF HEN THE -. TU-MON-OW N_ SHEET AND IN- N. DURING re J, E IT A4N'D. per ME CEINGFUNTIGH I. GUIDE ASSEMBLY) D.. Bull. BE HI NNUGUNA_ DONATE FARE EIRM SUAGETTRUN, G-" rr" S, F, SItE N. BEGE AN_ SPENUFFATION FIGN ALUNTION U- WIRE. i P III- IS ED - EMESSISHE WHERE AN N'""'" G, MR cg_ I- THEME GRAGUN., GANXING. DIFFIFING, D DEMPLEFF RpP MM IM REAUDPRETEM AT Ful ARREGII- 11 X" l I- E FENCING NINE AND PBST N- F UNLESS GMMWXGE NUXEA_ SGUENE FARE AND GAI ONAN FW FURNME, ANG AGGESSORITED) 1.114MI-I I.- IF- EXIMS- STRAG. umu, ME DGNINNO DR- AFEM" M I- EXPABUE. 1 AGUOUN. MR RATE lfµ ING- AND WITH. IN THL.-- Hr N 1 SHINHADE REMBI Lj I. PIDADING- ON ATISID. N. COMMON TIGHBON IT INGUE BE USED AT ME STENGON GOONG F- AREA, AMID IF APPLICABLE S. PEAGE Emr, GFNG B M 11 INCH 61 MAXIMUM HIM AND Fu AGNI, TER- D-_ PUGT G DEPA AT CORNER AND UNIEFFSPROU11 I SAGE- TO BE NESTRUE BE - ME- I E PEAUG N& UFF LOC.# A EASILY MAINTAINED. EVER SUg?AGE F H. l AND ME TOP SURRAGE, SGU MAI MIND A MINIMUM OF ASIX- INCH HIGH SHE POST ENTRADIFF TO HOW TIBIGION WIRE ZWR UUNED FOUIPUNTH, AND GANTESHOUNDE PERSONNEL AGETESS. 1) QD. 1 SABRE RE.- UFWBB-- BE PL& 1 217i_ P I METTER) AND G- Dgr NEW EN ADIETAIRIES,- I- INGUERE 3. Glu_ ASS= ANGA IN ING TED P. RIFFICHER SAW ST 3/ 16- INCH SI]/ a- INCH DR HANG TFTN A. APPEY ENGIL XTENUEEP IN AGDDRU WHIN I. ARPHY RIMAN TO IN EGU_ SIDESLOPES OF ALL FENCED GTHE ARM ax AREA I HE E. DINFORCaN GEASON 3 SG RE MEN"' I'".(& PARKING CO..- AND PANEED G_ HAN, U/.- IN. M S ROD WITH A SGNEDUUNG " B""' B" Eos. FOX GLEN R IT iw SEE IS ATIT L AND PASEUDER or N. RII ENTAP GGEN MR SIR MET HV) IN ALL GINFORMI Af U. PT ADE AND PARTOPEHING ME DO-. AS hfi GOAD REDOGNMIDED BY NURSERY INGATERITY SIMM: El, 4. U. GIN. STED PWP M P OF 1. ENWED RD SAFTE SUNDr- 2 NG. D STAGER AND SET ELF- ON NO"' GIR SAPS. 3 EUX' SUMCE PTANDE I" I"' B" PERTS BE GGN6UXN, MEN ECT WATER PL U EXPENTS WIND SUPPORT ARMS SHAUL BE PRESSED GHGN_ GE11HOF ARM SET%_ CONINERE FORDNEW IN AMORGANOF WITIN ABI T AND WER WIRE Ix A SOMP- EFELY STRUET ME ASSESS UNNE I/ TURNAROUND. TB TEENER 11 PRIAMAMT," ADVSKING A, GUMGHRUGT ON XING AND I UNDERGROUND UR ELF- SHE ARE IN SONFUCT- THIS,_ GE RE DR ACORN UN B I RESTEMAN GEN. RENRAGNIG WORK IN ACCORDANCE WITH ACI 301. OF M. EGA_, EY PIPE MUSE. 3` ANNI pem_%ffn F M_ANDGZAGGE N. I MOUNDE. I WHA NDIDNEDWITHF-SPESSGREATERMANIBB,, ỤSI FIXERIF& HAN. IFEDIFIES. 2q- NCH G.= m=_ IN& E SOVEREFE WOW IN F WIN. BA H W 0 NAME FIGH D T_ MATIOTAFT, IF GENGMUOT TGN GINNATRUGHEN AREA ALONG ENTFANOFG. POSTION THE K AND AG 111- GO. 0 H= W= A` I---" ATG WDOUL. 1 TO TIME RE 20- SWt SUFTMENFEG G. l AREA ADEFOR ME EDIN. A'VAGATTON FRIONSTED- BE INS- D BY MES PRION TO FARGUND TO BASE AS ETME EMLA IS ASONED ME TDP NAL BY USE BF NX( 6) HIRE Puo%_ ZN% 1FOUNGTOM1 W1 IN RIMAR MB ANOBWE'. OF THE N EXPAGUED- 1-1 OUNTGUILHE IN- GIL OuT 6, E. VMILY MIL FOR FIX- GREEBEEFF PREIR TO READING HINGE OB". LINfBIGUEMENT- DE, POSHONE, Allp EXON UNE/... OF BUT U. M'- 7- XNAI I USE PENHWE, AND WEECH AUL AIRBUS DEMSED EI 0 AMEI I- AND SURFUSE RENTIFINGS WHIGHTWITA. 6USINDIF GENGRETE MIX AND HEINFORGINI SITENT. MUNIP GRAMINGE FGI INGEOURARGE SONSTRUGH. N( INSIBUDIN.. GM. G RGOTTIM, RARE ARRESS TO BE NEEDED TO EMEN I AMN BY I- ESESE GONINGUSTION MANYOU N UTT- SHOP BABODENTS) BUD AFTER FUSE ANIS LOU EN ME SOL 1. INSPECION WIRE AREA AND AGGEWN SIBINTE I GRAWINGER S-All. BE SUBMITTED IN THE FORL" TMOM(2) ME cretemix F. SEW SEEN IN IZDUR 0 FN, N= SON _ ON- TO ENSURE/. Ful 11 BE AS PER G WN UNWL W G 70NS IN INCE THE QUANTI HISOMPUGHBOU ZOOGRAM PROPER DEPTH AND MANGTOR F 110NIMAMIS, G.- 1,MWANGN INETERS AND TWO( G) UUEENE ENS FDR BY ME SETED POST H NEFT B, IN M PORMI - ON. M B Ful- AN GGREST. A ẹl C NV SOM M... 1 OME AREA OR AS DRIESPER BY MI-= 7" TO THE ME H.= GREDAM POINT A Or AgU M Dg) LAINGREAPED TH - AREAS BY AN- MG, UP I.- 1TN DULY N- it EGA DGMUNUE IS SAFE G OF KNOW ONAL SUREGGES, AP- SIR SPERNI. PER TO A. UNI IF ME BF INGDOWN FARE ANDUS UPIL W11LEFE STNEBARE IS GAI FOUIDATING INALL NAME A MINIMUM IN AGN( I CONERETE OPEN STONE FEW", WE MATFUNU, GAA_NY- L POST. G. I RRIMPOISEMENT STEEL- AGGE, GO A. 1 YEW.- B, I) SPARDIEN COMPASSIF GINUE TO A MAXIMUM GFX Iry IN MOSSAGATTER WITH Fl, AFF ARID, MNSF POSTE- ED I. M. I ME A G_ INCH EMEPIRS. RNIGH, ARRAN OF N IF B- I- BE- M IFFEBW AT M ME" FES WIRE FABS ASTM AMI PLAN FIRE. IN GO 0. A( I IUP POSOB, DUE THE- I PEAN. DR EMANI MEIGARE, P.- PUTERNE AN D SIDES 0 F DATE FRAUD, FAIRIC MINIUDMIF-I Or COMPACTORACHIEVEDRAM nnge ON UGw I DISUMMES. SNAIU. BE ANDOWN ARM SMETCHER B AND FONSION BAND CUPS I RE _ INSTUDGETS IN ME GGWGgjPNE AN R, PAR DEMONTE, SPACERS. SIZED AN D., ED, FORN E._. r w_ N N. OF ME,- ON RUNDOWN HEAD B.. 6_ ON NETHFUGGING. FRENTENT SEENED AREAS MGM EROSION DI SpHEADE% pmant NIM REFER TO A 0. AT UNE= 1FABRU C MMUL BE ATHADIED ATIM EAUD- CLIPS AT D. FAIRENTE GUNOl REINFORCING IN ACCORDANCE WITH. 1 STE, AM, I. AND AFTER,_ UcUQ, NANDINAPIN. TEGUIREA-) UNIFORM UEDIL I-( IS ST, D. E OT_ " 04GI90'L` MI 0'R MULCH NET NI BE B I. B GEGG. Pfi. N I MODUST AND WAX- AN ff&,:. PLiFPoYiTE F TGS= E A7F TCATRAMME NAI- G. TENSION WIFE AND 1ATWEMCUPS ON I ( DIED, RG_ G TrLe B. Au PLACED IN WITI A UOIDGEAPE SUNTRAGN NU_ F. A MAXIMUM Ullr) G_ ON' Or ONE 11 RENS GREGENRINGNDESCRIPTION OF HIGH XMIJ. BE CHAIN B. FINE AND SGUNIN ASUREANDEF; ASTIN PRODUCT ON INAGGS SEED AND BE= ING HOSE' I- IT, WIFRB. AND FECUND TO 2' F MINE HEIRC AND ME XNAF WAGE. SONGREFF 9EIM. H'( I") AD'I X. A, SPECIFICATIONS 11 DGENINI TWO- LANDINA" NG XAGURW STATEMENT, FEET INTO THE GROUND ED.- I."'. A" ACCESSIBLE' M. BDM MR INGUALLATIN DGETHOU UT1WFD OR INE- THIRD( 1/ 3) ON N R. Or ME C- OS"` A ININ HD ME ONGWOOF ALE EX WASERAMY ON- HAND MEN M- L4.M SGNX7WH I PEENED SH INEDUS G. A ME D" N." D 11" C""" IN XTANFAG BIG AND NEIL OF H. BM MEIEDT VRVC TINWUM- 1 AADE TO IRWIN, C_ MANTS. ME NFXGX- E H To ANN NEW OR D. AN ENTHERNI ATUDITHE? GG_. ME SHE OR NOMMUT AFTENG 1. WNSFERE TO AND WHERE MINIUM SPIM P51 I CEMENT E... RE ME AREA AS OWSH AGENT,-= 11 ONSI IM.NDN. NEW TO ON DUN, CONDROON AS SEE AT IMMEDXu AU EXNF TG ME RAL LINE, S7AXI FRES. GENTRUIE NOT EGMEN U G SITE AND SURFOUN VES, FMPL 11. I&TUTRED BY FWGXX U._ E, A. SOIL GM IN THE FARADED TO OF U. pn_ G E IN ZIR SIGNIUSANDIN TO - NEMMGX) 7- N FRED READ GROUN FAMED POUND CONSUMING ON NONME E RAL BUTUNSF AUL MOSION AND SHE AREAR, M CONTROL METHODS MGM SHALL CONFORM GO HER N Of- DATE 1 MG- FENCE ANTERIAL AND RN. XGGR- CEMENT.- Or N_ I.- REDWING AND PHASIGGIRING AGENITS, TO In C. DERFUNBET) AN APPHXAM_E BOUGUND WEED TLEGIREMEMBF. f 111- FAING- ZINC- FAS WILL U - B OF Mr. BASED GRASE SOMINT 111, 111 TO PFISS ANTEN ME_ TO.- UBZ ED_' NX_. - Al" WNUNAGD) ME.) AS XEGE BY THE SEED 11B.- g= Sr.--- N R LMXGFI CFOEPT POSTS SNII NAMED A EBMITHAT11 GAP AND S. ALL REINMIRGING STEEL INAI IF INSPECTED AND APPRENTM By ME NINE SUPPOPHUNG ARM. GATTE TVEGETAIGN RESSIDE SHAUT- PANE UMNESSURINNO IF H= UW WITHIN A DOME SAP. USIBBO CONSTRUSTIGN MAGRANDER"' DR TO PLADEIGENT OF SONORNME, L APPLY SEED. FORTUDER, AND IS- B OFFOR, BETURGED DW NOT BE UNTGUE TO HE DEn. D. THD-' I GU N_ EX- HE N. F. H. USE AN, GDONED, AND BNONAGE NET GMERWNBE PARRAPPED. XID' OUNXRD FS 0 ET; SW DS- IFul IN AGMANCE EF STINGARTE POURG.

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83 rtdupler planning consultant, LLC PO Box 2, Wales, WI DELAFIELD PLAN COMMISSION ZONING REPORT April 21, 2017 Item 6a Boathouse Ordinance: [170401] 17.22(7), 17.22(9) and 17.22(12) Text Amendment The following review is provided to the Plan Commission for cursory review prior to action. Specifics relating to the submitted documents of this application may be referenced in the Plan Commission Packet distributed by the Clerk. DESCRIPTION: The Lake Welfare Committee has reconsidered the size limitations and placement of allowable boathouses and recommends the following for Plan Commission consideration and recommendation to the Common Council. ZONING: The ordinance sections for consideration will effectively allow for larger boathouses on larger lake lots (7) Building and Lot Width, will now allow for increased building width up to 24 on lots measuring 150 or greater in width (9) Building Location, will now allow for increased building depth up to 34 on lots measuring 150 or greater in width (12) Required Approvals, will be modified to include rain garden design in the list of approvals for all new or renovated boathouses. CONSIDERATION: The Plan Commission may approve the proposed language as presented, approve with revisions or deny. Any action must be recommended the Common Council for concurrence. The increase in building width is not inappropriate on the larger lake lots. In comparison a 20 wide boathouse on a 66 wide lot constitutes 30% lot coverage. A 24 boathouse on a 150 wide lot equates to only 16% lot coverage. The suggested increase in building depth may not be noticeable on a 105 wide lot. Recommendation: Approval Value via Vision

84 ORDINANCE NO. DRAFT AN ORDINANCE REPEALING & RECREATING SECTIONS 17.22(7), 17.22(9), 17.22(12) and 17.22(13) OF THE MUNICIPAL CODE OF THE CITY OF DELAFIELD, WAUKESHA COUNTY, WISCONSIN, RELATING TO BOATHOUSE REQUIRED APPROVALS THE COMMON COUNCIL OF THE CITY OF DELAFIELD, WAUKESHA COUNTY, WISCONSIN, DOES ORDAIN AS FOLLOWS: SECTION 1: Section 17.22(7) is hereby repealed and recreated as follows: (7) Building and lot width. No boathouse may be constructed on any lakeshore lot having less than 40 of lot width computed at the ordinary high water mark. The maximum boathouse width for lots ranging from 40 to 66 shall not exceed 30% of the lot width. The maximum boathouse width on lots with a width ranging from 66 to 150 shall not exceed 20. The maximum boathouse width on a lot with a lot width greater than 150 shall not exceed 24. SECTION 2: Section 17.22(9) is hereby repealed and recreated as follows: (9) Building location. A boathouse shall not be closer than 5 to the ordinary high water mark. On lots with a width less than 150 the back wall of the boathouse shall not be more than 30 from the front wall. On lots with a width greater than 150 the back wall of the boathouse shall not be more than 34 from the front wall. A boathouse shall not be located closer than 6 from a side lot line. SECTION 3: Section 17.22(12) is hereby repealed and recreated as follows: (12) Required approvals. All building permit applications for new boathouses, or for the repair, remodeling or for additions to boathouses, shall be filed with the Building Inspector, who shall submit the application to the Lake Welfare Committee for review. Upon receipt of completed application, the City Clerk shall provide written notice to those property owners within 300 feet of the subject property for comments and/or consideration prior to Lake Welfare Committee consideration. The Lake Welfare Committee shall make a recommendation to the Plan Commission. The Plan Commission shall consider the location, architectural design, color and material to be used and compatibility with the principal structure, rain water remediation, buildings on adjacent properties, the lakeshore setting, and the neighbors' comments and Lake Welfare Committee recommendations. Specific consideration shall be given to the visual impact of the boathouse from the lake and to any obstruction by the boathouse to an adjacent property owner's view of the lake. (Am. #721) SECTION 4: Section 17.22(13) is hereby created as follows: (13) Rain water remediation Installation. See 17.22(2), Installation and establishment of approved method and or plant materials shall be completed within six months of boathouse completion and prior to occupancy and final inspection of the boathouse. SECTION 5: All ordinances or parts of this ordinance conflicting or contravening the provisions of this ordinance are hereby repealed. SECTION 6: This Ordinance shall become effective upon passage and publication as required by law. Adopted this 5st day of June, 2017.

85 CITY OF DELAFIELD Michele DeYoe, Mayor ATTEST: Sara Bruckman, CMC/WCMC City of Delafield Clerk-Treasurer Waukesha County Date Adopted: June 5, 2017 Date Published: May 16, 2017 Effective Date: June 12, 2017

86 ATTORNEYS AT LAW James W. Hammes SUITE EAST RACINE AVENUE POST OFFICE BOX 558 WAUKESHA, WISCONSIN TELEPHONE (262) FACSIMILE (262) May 25, 2017 VIA City Administrator Tom Hafner 500 Genesee Street Delafield, WI Re: Firearm Ordinance Dear Tom: I am attaching for your review, a revised draft of the ordinance that would repeal Section 9.03 and recreate section The recreated ordinance incorporates the current restrictions contained in In reviewing the ordinance, note the following: I have revised the definition of firearm so as to include smooth bore muzzle-loading rifles as a part of the definition of a rifle, and to use the definition of a handgun as defined in Chapter 175 rather than referring to a pistol or revolver. I have modified section (3)(b)4. to use the same language (100 yards) and same restriction (owner s permission) as is used in section (7)(b)1. Also, I think the reference to undeveloped land is appropriate here even though we use the term developed lands in the definition section. In effect, goose and duck hunting using shot only, would be allowed on any lands not defined as developed lands or any City owned lands. I have modified subparagraph (5) to eliminate the words stone and snowball and, I have also modified this subparagraph to provide that the prohibition relates to the throwing or shooting of an object at another person which is or is likely to cause harm to that person. As a practical matter, throwing a stone at a person under circumstances which the throwing of the stone is likely to cause harm would be prohibited even though that term would be deleted from the ordinance. The Standard of Excellence

87 City Administrator May 25, 2017 Page 2 I have eliminated subparagraph (8). First, by statute, a parent is responsible for the intentional acts of a minor child from a civil standpoint. Second, the restrictions are contrary to the statutory provisions relating to hunting. A 12 year old who completes a hunter safety course is entitled to obtain a hunting license. The hunting regulations govern the circumstances under which a minor of that age requires parental supervision, or the supervision of an individual over 18 years of age. Since the hunting regulations and the statutes govern these issues, I see no reason to include a restriction of that type in the revised ordinance. I have modified the section relating to enforcement, which is now numbered section 8, to include a reference to Chapter 29, which governs restrictions on hunting in the State of Wisconsin. I am attaching for your review, Wis. Stat which addresses the use of firearms, as well as bow and arrow or cross-bows for hunting purposes. Note in particular, the parental obligation imposed by Wis. Stat (4). Section 9.01 of the Code incorporates various State Statutes by reference, but does not include Wis. Stat If the Council is of the opinion that we should have some specific restriction in the Code which would allow the Police Department to issue municipal citations for these types of violations, my recommendation would be to amend section 9.01 to incorporate Wis. Stat by reference. After you have had an opportunity to review the revised draft and my comments, please let me know whether you have additional thoughts or suggestions regarding the amendment of these sections of the municipal code. JWH:blr attachments Very truly yours, /s/ James W. Hammes James W. Hammes

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89 ORDINANCE NO. 738 AN ORDINANCE REPEALING SECTIONS 9.02 AND 9.03 AND RECREATING SECTION 9.02 OF THE MUNICIPAL CODE OF THE CITY OF DELAFIELD, WAUKESHA COUNTY, WISCONSIN RELATING TO FIREARMS, BOWS AND ARROWS, CROSSBOWS, MISSILES AND PROJECTILES THE COMMON COUNCIL OF THE CITY OF DELAFIELD, WAUKESHA COUNTY, WISCONSIN, DOES ORDAIN AS FOLLOWS: SECTION 1: Sections 9.02 and 9.03 of the City of Delafield Municipal Code are hereby repealed and Section 9.02 is hereby recreated to read as follows: 9.02 Firearms, Bows and Arrows, Crossbows, Missiles and Projectiles. (1) Discharge and use restricted. It is hereby determined and declared necessary in the interest of the public health, safety and welfare that the discharge of firearms, bows and arrows and crossbows and the shooting or throwing of missiles and projectiles be regulated within the City. (2) Definitions. For purposes of this section: (a) (b) (c) Building has the meaning given in Wis. Stat (3)(b)1.a. Developed lands. An area of land of the following density: 3 or more residential dwellings situated on adjacent parcels of individual size of 5 acres or less. Firearms. A rifle, smooth bore muzzle-loading firearm, of any caliber, spring powered rifle, air rifle, shotgun of any gauge, or handgun as defined in Ch. 175, Wis. Stats., of any caliber. (3) Discharge of firearms prohibited. (a) (b) Except as provided in subsection (b) of this section, no person shall fire or discharge any firearm, air rifle, spring or air gun of any description, or any instrument which impels a missile or pellet by compressed air, spring or other means within the city. Exceptions. Subsection (a) of this section shall not apply to any of the following: 1. Any duly authorized law officer in the performance of his/her duties; 2. Any supervised rifle or pistol range or shooting gallery authorized by the common council; 3. Any deer or animal management program duly authorized by the common council. 4. Goose and duck hunting, using shot only, is permitted on Lake Nagawicka, or undeveloped land, but not within 100 yards from any building devoted for human occupancy unless the person who owns the land on which the building is located provides express written permission to hunt within 100 yards of the building. 1

90 5. The discharge of a firearm if the person's conduct is justified or, had it been subject to a criminal penalty, would have been subject to a defense described in , Wis. Stats. 6. Starting guns shooting blanks and fired into the air for starting sporting events. (4) Possession of firearms, bows and arrows and crossbows restricted. No person may possess any firearms, bows and arrows or crossbows in the following locations: (a) (b) That portion of any City-owned building while municipal court is in session. On property or in a building owned by a public or private school unless that person is a licensee as defined in (1)(d), Wis. Stats., or an out-of state licensee as defined in (1)(g), Wis. Stats. (5) Throwing or shooting of missiles and projectiles. No person shall throw or shoot any object, missile, or projectile by hand or by any other means at any person under any circumstance which is likely to result in injury or harm to that person, or at, in or into any building, street, sidewalk, path, trail, walkway, alley, highway, park, playground or other public place within the City. (6) Throwing, shooting or hunting with bow and arrow or crossbow on city property unlawful. It shall be unlawful for a person to throw, shoot or hunt with a bow and arrow or crossbow on or across any city owned or leased property whether posted as such or unposted. This section shall not apply to the discharge or use of any bow and arrow or crossbow on city property that is specifically approved by the common council for the purpose of nuisance wildlife management. This section shall also not apply to the discharge or use of any bow and arrow or crossbow for the catching or hunting of carp or other rough fish. (7) Throwing, shooting or hunting with bow and arrow or crossbow on private property restricted. (a) (b) Throwing, shooting or hunting with bow and arrow or crossbow is allowed in the City of Delafield on personally owned private property or with express written permission from the property owner, except as restricted by subsection (b) of this section. Restrictions. 1. Throwing, shooting or hunting with bow and arrow or crossbow on private property is not allowed within 100 yards from a building located on another person s land. This restriction does not apply if the person who owns the land on which the building is located provides express written permission to hunt within 100 yards of the building. 2. Throwing, shooting or hunting with bow and arrow or crossbow on private property is only allowed if the arrow or bolt from the respective weapon is discharged toward the ground, or, if the arrow or bolt from the respective weapon, when discharged, is likely or reasonably likely to travel beyond the boundary of the private property on which the weapon was discharged. (8) Enforcement. The provisions of this section shall be enforced as provided by this section and State law, including, but not excluding because of enumeration, Chs. 29, 66, 345, 751, 757 and 800, Wis. Stats., or as subsequently renumbered. 2

91 (9) Penalties. In addition to any other penalties, the provisions of of this Municipal Code shall apply to this section. SECTION 2: All ordinances or parts of this ordinance conflicting or contravening the provisions of this ordinance are hereby repealed. SECTION 3: This Ordinance shall become effective upon passage and publication as required by law. Dated this 5 th day of June, CITY OF DELAFIELD Michele DeYoe, Mayor ATTEST: Sara Bruckman, City of Delafield Clerk Waukesha County Date Adopted: Date Published: Effective Date: 3

92 TO: City of Delafield Common Council From: Atty. Ryan G. Braithwaite Re: Heritage Hillside This dispute involves the 2016 assessments of a strip mall and medical office building in the City. The combined assessed value of the properties is $14,801,300. The Assessor and the property owner have reached an agreement for the 2017 value for both properties. The new combined value is $12,000,000. The allocation of the value between the two properties is at the Assessor s discretion. The assessments increased from 2015 to 2016 following the sale of the both properties in a single transaction. The assessments were set at the sale price. We met with the Assessor and discussed the property and the potential issues regarding the sale. He agreed to meet with a representative from WIPFLI to hear their concerns and obtain information that related to the value of the property. The 2017 reduction follows that meeting. As expected, the property owner has asked that the City resolve the 2016 assessment dispute by reducing the 2016 values to the $12,000,000 total value that has been set for This would appear to be appropriate given the property was in the same condition in 2016 and The reduction in value for 2016 would result in a refund payment of $44, The City would submit a chargeback request to the DOR and would receive a payment from the taxing jurisdictions to reimburse 65-75% of the refund based on their share of the taxes.

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101 CITY OF DELAFIELD INVOICE APPROVAL LIST BY FUND REPORT Date: Time: Page: 06/01/2017 3:55 pm 1 Fund/Dept/Acct Vendor Name Invoice # Invoice Desc. Check # Due Date Posting Date Amount Fund: 100 General Fund Dept: FISH HATC JONES/JOANNE// REF FH DEPOSIT /05/ /05/ MCLAUGHLIN/KIRSTEN// FISH HATCHERY DEPOSIT REF /05/ /05/ MUELLER/BRIAN// REF FH DEPOSIT /05/ /05/ MUELLER/DWIGHT// FISH HATCHERY DEPOSIT REF /05/ /05/ TUCHEL/JENNY// FISH HATCHERY DEPOSIT REF /05/ /05/ Total Dept. 00: Dept: 10 Administration INTEREST WAUKESHA COUNTY TREAS DOA COLLECTIONS /05/ /05/ RECOVERY WAUKESHA COUNTY TREAS DOA COLLECTIONS /05/ /05/ WAUKESHA COUNTY TREAS DOA COLLECTIONS /05/ /05/ COUNCIL P POSTMASTER DELAFIELD JUN NEWSLETTER /31/ /31/ LEGAL COU CRAMER MULTHAUF & HAMM APRIL /05/ /05/2017 1, , GEN ADMIN KLEAN LINE, LLC JUNE /05/ /05/2017 2, , GEN ADMIN IMPACT AQUISITIONS LLC PRINTER MAINT CONTRACT /05/ /05/ GEN ADMIN TAYLOR COMPUTER SERVIC ADM /05/ /05/ ADMIN SOF CT ACCESS INV ADM /05/ /05/ GEN ADMIN HAFNER/THOMAS// TUITION REIMBURSEMENT /05/ /05/2017 2, MUN TREASURERS ASSN O MTAW FALL CONF - J OBRIEN /05/ /05/ O'BRIEN/JEANNE// MILEAGE/MEAL REIMB /05/ /05/ , COMPUTER TAYLOR COMPUTER SERVIC ADM /05/ /05/ ELECTION SENTRY DELAFIELD ELECTIONS /05/ /05/ WAUKESHA COUNTY TREAS CLK BALLOTS /05/ /05/ WAUKESHA COUNTY TREAS CLK BALLOTS /05/ /05/ GENERAL B

102 CITY OF DELAFIELD INVOICE APPROVAL LIST BY FUND REPORT Date: Time: Page: 06/01/2017 3:55 pm 2 Fund/Dept/Acct Vendor Name Invoice # Invoice Desc. Check # Due Date Posting Date Amount KLEAN LINE, LLC CH/LIB SUPPLIES /05/ /05/ WAUK CTY WAUKESHA COUNTY TREAS DOA COLLECTIONS /05/ /05/2017 1, WAUKESHA COUNTY TREAS DOA COLLECTIONS /05/ /05/ Total Dept. Administration: , , Dept: 15 Municipal Court LEGAL PRO CRAMER MULTHAUF & HAMM APRIL /05/ /05/2017 5, Total Dept. Municipal Court: 5, , Dept: 20 Police POLICE DE VERIZON WIRELESS PD /05/ /05/ PD SOFTW TAYLOR COMPUTER SERVIC PD /05/ /05/2017 1, , PD TRAININ VILLAGE OF HARTLAND CITIZENS ACADEMY EVOC TRA /05/ /05/ WCTC S PD TUITION - 7 OFFCRS/CH KE /05/ /05/ WI DEPT OF JUSTICE 17TS-WCC TUITION L NYREN /05/ /05/ , PD OPERAT CRAMER MULTHAUF & HAMM APRIL /05/ /05/2017 1, GAPPA SECURITY SOLUTION KEY FOBS /05/ /05/ JAMES IMAGING SYSTEMS, PD /05/ /05/ NAVAL SURFACE WARFARE N00164LE NIGHT VISION GOGGLES /05/ /05/ PRO-VISION VIDEO SYSTEM PD /05/ /05/ RED THE UNIFORM TAILOR 00W66400 PD - D BLOEDOW /05/ /05/ STREICHER'S I PD /05/ /05/ VILLAGE OF HARTLAND DRY GAS CYLINDER FOR PBT /05/ /05/ WATCH GUARD PD /05/ /05/ , POLICE DE KLEAN LINE, LLC PSB SUPPLIES /05/ /05/ ZORO DPW /05/ /05/ POLICE DE REGISTRATION FEE TRUST POOL CAR /05/ /05/ VAN HORN FORD /1 PD /05/ /05/ Total Dept. Police: , Dept: 25 Lake Country Fire & Res PUBLIC SA KLEAN LINE, LLC PSB SUPPLIES /05/ /05/ KLEAN LINE, LLC FD LUNCH ROOM FLOORS /05/ /05/ ZORO DPW /05/ /05/

103 CITY OF DELAFIELD INVOICE APPROVAL LIST BY FUND REPORT Date: Time: Page: 06/01/2017 3:55 pm 3 Fund/Dept/Acct Vendor Name Invoice # Invoice Desc. Check # Due Date Posting Date Amount tal Dept. Lake Country Fire & Rescue: Dept: 28 Ambulance Service RECOVERY WAUKESHA COUNTY TREAS DOA COLLECTIONS /05/ /05/ WAUK CTY WAUKESHA COUNTY TREAS DOA COLLECTIONS /05/ /05/ Total Dept. Ambulance Service: Dept: 29 Building Inspections BLDG INSP WISCONSIN BUILDING INSPE APRIL /05/ /05/ , Total Dept. Building Inspections: 24, , Dept: 30 Highways and Streets MACHINER DC ELLINGTON COMPANY DPW /05/ /05/ ZORO DPW /05/ /05/ PUBLIC WO SHORT ELLIOTT HENDRICKS ENG FEES APRIL /05/ /05/ LANDSCAP DC ELLINGTON COMPANY DPW /05/ /05/ WEED HAR DC ELLINGTON COMPANY DPW /05/ /05/ Total Dept. Highways and Streets: Dept: 55 Parks and Recreation FISH HATC ZORO DPW /05/ /05/ FISH HATC PORT-A-JOHN MAY /05/ /05/ PARK & RE DC ELLINGTON COMPANY DPW /05/ /05/ SALAMONE SUPPLIES DPW /05/ /05/ WAUKESHA LIME AND STON DPW /05/ /05/ BLEEKER S PORT-A-JOHN MAY /05/ /05/ BOSTROM PORT-A-JOHN MAY /05/ /05/ VMR EXPE

104 CITY OF DELAFIELD INVOICE APPROVAL LIST BY FUND REPORT Date: Time: Page: 06/01/2017 3:55 pm 4 Fund/Dept/Acct Vendor Name Invoice # Invoice Desc. Check # Due Date Posting Date Amount FLAG CENTER IN VMR /05/ /05/ FLAG CENTER IN VMR /05/ /05/ Total Dept. Parks and Recreation: Dept: 60 Planning and Developme PLANNING RTDUPLER PLANNING CONS APR SERVICES /05/ /05/2017 2, , otal Dept. Planning and Development: Total Fund General Fund: 2, , Fund: 250 Charge Back/Develope Dept: 10 Administration COUNCIL E SHORT ELLIOTT HENDRICKS ENG FEES APRIL /05/ /05/2017 2, , LEGAL COU CRAMER MULTHAUF & HAMM APRIL /05/ /05/ CITY PLAN RTDUPLER PLANNING CONS APR SERVICES /05/ /05/2017 1, , Total Dept. Administration: ge Back/Developers Fund: 3, , Fund: 410 Capital Fund Dept: 70 Capital Outlay PUBLIC SA DNR PROCESSING CENTER PD BOAT REGISTRATION /05/ /05/ FASTENAL INDUSTRIAL & CO WIMI RADAR SPEED SIGN PROJECT /05/ /05/ FASTENAL INDUSTRIAL & CO WIMI RADAR SPEED SIGN PROJECT /05/ /05/ REGISTRATION FEE TRUST PD BOAT TRAILER /05/ /05/ HIGHWAY S SHORT ELLIOTT HENDRICKS ENG FEES APRIL /05/ /05/ HWY BUILD FORD CONSTRUCTION CO., COLD STORAGE BLDG /05/ /05/ , SHORT ELLIOTT HENDRICKS ENG FEES APRIL /05/ /05/2017 1, , Total Dept. Capital Outlay: Total Fund Capital Fund: 17, , Fund: 500 Library Fund Dept: 50 Library LIB BUILDIN KLEAN LINE, LLC CH/LIB SUPPLIES /05/ /05/

105 CITY OF DELAFIELD INVOICE APPROVAL LIST BY FUND REPORT Date: Time: Page: 06/01/2017 3:55 pm 5 Fund/Dept/Acct Vendor Name Invoice # Invoice Desc. Check # Due Date Posting Date Amount Total Dept. Library: Total Fund Library Fund: Fund: 510 Subdivider's Deposit F Dept: OCCUPANC ANTHONY THOMAS BUILDER OCCUPANCY BOND RELEASE /05/ /05/2017 1, ANTHONY THOMAS BUILDER OCCUPANY BOND RELEASE /05/ /05/2017 1, HOFBAUER/THOMAS// OCCUPANCY BOND RELEASE /05/ /05/2017 1, HORWATH HOME BUILDERS OCCUPANCY BOND RELEASE /05/ /05/2017 1, INFINITY CUSTOM HOMES L OCCUPANCY BOND RELEASE /05/ /05/2017 1, JAMES CRAIG BUILDERS INC OCCUPANCY BOND RELEASE /05/ /05/2017 1, KAEREK HOMES INC OCCUPANCY BOND RELEASE /05/ /05/2017 1, KINGSWAY HOMES OCCUPANCY BOND RELEASE /05/ /05/2017 1, RED LEAF BUILDING COMPA OCCUPANCY BOND RELEASE /05/ /05/2017 1, SELKEY HOMES LLC OCCUPANCY BOND RELEASE /05/ /05/2017 1, TIM O'BRIEN HOMES INC OCCUPANCY BOND RELEASE /05/ /05/2017 1, , Total Dept. 00: Subdivider's Deposit Fund: 11, , Fund: 520 Tax Collection Fund Dept: OVERPAYM CHUCKEL/RYAN & CRYSTAL/ 2016 TAX REFUND - DELC /05/ /05/ LLOYD/KAITLYNN & KYLE// 2016 TAX OVERPAYMENT REFU /05/ /05/ Total Dept. 00: Fund Tax Collection Fund: Fund: 530 Tree Developers Depos Dept: 10 Administration ST TREES A ASHIPPUN NURSERY WHITE PINE SUBDIVISION /05/ /05/2017 3, , Total Dept. Administration: d Tree Developers Deposit: 3, , Fund: 550 Delafield Promotional C Dept: 59 Promotional Council TOURISM-M Z2 MARKETING MARKETING /05/ /05/2017 7, Z2 MARKETING MEDIA EXPENSES /05/ /05/2017 2, Z2 MARKETING APRIL MEDIA EXPENSES /05/ /05/2017 2, , Total Dept. Promotional Council: field Promotional Council: 12, , Fund: 600 Water Utility Dept: 35 Water Utility SAFETY TR

106 CITY OF DELAFIELD INVOICE APPROVAL LIST BY FUND REPORT Date: Time: Page: 06/01/2017 3:55 pm 6 Fund/Dept/Acct Vendor Name Invoice # Invoice Desc. Check # Due Date Posting Date Amount SAFETY FIRST GAS MONITOR CALIBRATION /05/ /05/ SAFETY FIRST DPW /05/ /05/ WATER MA ZORO DPW /05/ /05/ METER TES HD SUPPLY WATERWORKS L H DPW /05/ /05/ Total Dept. Water Utility: , Dept: 70 Capital Outlay HWY BUILD FORD CONSTRUCTION CO., COLD STORAGE BLDG /05/ /05/2017 8, SHORT ELLIOTT HENDRICKS ENG FEES APRIL /05/ /05/2017 1, , Total Dept. Capital Outlay: Total Fund Water Utility: 9, , Fund: 602 Sewer Utility Dept: DUE TO OT DELAFIELD-HARTLAND POLL MAY /05/ /05/2017 4, Total Dept. 00: 4, , Dept: 38 Sewer Utility GEN ADMIN REGISTRATION FEE TRUST SEWER GENERATOR TRAILER /05/ /05/ MACHINER PRAXAIR DISTRIBUTION INC DPW /05/ /05/ PRAXAIR DISTRIBUTION INC DPW /05/ /05/ SEWER MA XYLEM INC DPW /05/ /05/ SAFETY TR SAFETY FIRST GAS MONITOR CALIBRATION /05/ /05/ SAFETY FIRST DPW /05/ /05/ USER FEE/ DELAFIELD-HARTLAND POLL MAY /05/ /05/ , , PLANNING SHORT ELLIOTT HENDRICKS ENG FEES APRIL /05/ /05/2017 1, , METER TES HD SUPPLY WATERWORKS L H DPW /05/ /05/

107 CITY OF DELAFIELD INVOICE APPROVAL LIST BY FUND REPORT Date: Time: Page: 06/01/2017 3:55 pm 7 Fund/Dept/Acct Vendor Name Invoice # Invoice Desc. Check # Due Date Posting Date Amount Total Dept. Sewer Utility: 56, Dept: 70 Capital Outlay HWY BUILD FORD CONSTRUCTION CO., COLD STORAGE BLDG /05/ /05/ , SHORT ELLIOTT HENDRICKS ENG FEES APRIL /05/ /05/2017 2, , Total Dept. Capital Outlay: Total Fund Sewer Utility: 21, , Fund: 610 Storm Water Utility Dept: 39 Storm Water Utility SAFETY TR SAFETY FIRST GAS MONITOR CALIBRATION /05/ /05/ Total Dept. Storm Water Utility: Dept: 70 Capital Outlay HWY BUILD FORD CONSTRUCTION CO., COLD STORAGE BLDG /05/ /05/2017 2, SHORT ELLIOTT HENDRICKS ENG FEES APRIL /05/ /05/ , Total Dept. Capital Outlay: l Fund Storm Water Utility: Grand Total: 2, , ,624.16

108 CITY OF DELAFIELD SUPPLEMENTAL VOUCHER APPROVAL June 5, 2017 Online Vendor Total Invoice Date Paid Date AT&T (May) /1/17 5/24/17 Chase Bank MasterCard (April) 67, /4/17 5/22/17 EverBank Copier Lease (May) /5/17 5/10/17 Home Depot (April) /30/17 5/4/17 We Energies (Buildings) April 7, /4/17 5/24/17 We Energies (Lift Stations) 1, /4/17 5/24/17 We Energies (Parks) /4/17 5/24/17 We Energies (Street Lighting) 3, /4/17 5/24/17 We Energies (Water) 1, /4/17 5/24/17 15, Total Supplemental Vouchers $ 84, S:\Accounting\Supplemental Voucher List

109 Chase Bank (MasterCard) Online Payments April 2017-Paid First Name Accounts Diane Melissa Judy Jen Sara Police Police Public Tom Cassidy Erik Mike Jane Stephanie Last Name Payable Basting Beck Becker Bremer Bruckman Dept I Dept II Works Hafner Hammel Kehl O'Brien Oliver-Purton Ramirez Last 4 digits of card # Statement Totals 67, , , , , Account Detail , , , , (29 35) (29 35) , , , , , , , , , , Fund , Fund , Fund Fund 600 1, Fund 602 1, Fund Total Credit 67,816 61

110 JPMORGAN CHASE BANK NA P.O. BOX ACCOUNT NUMBER MAIL SUITE DE WILMINGTON DE PAYMENT DUE DATE 05/18/2017 Remit To: JPMORGAN CHASE BANK NA P.O. BOX 4475 CAROL STREAM, IL AMOUNT DUE CURRENT BALANCE AMOUNT ENCLOSED $ $67, $67, CITY OF DELAFIELD MARIE WILLIAMS 500 GENESEE STREET DELAFIELD WI **NM PLEASE TEAR PAYMENT COUPON AT PERFORATION STATEMENT MESSAGES COMMERCIAL ACCOUNT SUMMARY ORGANIZATION NAME: CITY OF DELAFIELD ACCOUNT NUMBER: CLOSING DATE CREDIT LIMIT 150,000 AVAILABLE CREDIT 82,183 FOR CUSTOMER SERVICE CALL: FOR TTY/TDD SERVICE CALL: SEND BILLING INQUIRIES TO: JPMORGAN CHASE BANK NA COMMERCIAL CARD SOLUTIONS P.O. BOX 2015 MAIL SUITE IL ELGIN, IL PREVIOUS BALANCE 69, PURCHASES AND OTHER CHARGES 67, CASH ADVANCES.00 CREDITS PAYMENTS 69, LATE PAYMENT CHARGES.00 CASH ADVANCE FEE.00 FINANCE CHARGES.00 NEW BALANCE 67, TOTAL PAYMENT DUE 67, DISPUTED AMOUNT.00 Page 1 of 13

111 ACCT. NUMBER: CITY OF DELAFIELD COMMERCIAL ACCOUNT ACTIVITY CITY OF DELAFIELD TOTAL COMMERCIAL ACTIVITY $69,428.00CR ACCOUNTING CODE: Post Tran Date Date Reference Number Transaction Description Amount AUTO PAYMENT DEDUCTION 69, CR ACCOUNTS PAYABLE CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $52, $0.00 $52, ACCOUNTING CODE: INDIVIDUAL CARDHOLDER ACTIVITY Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount ADVANCED DISPOSAL ONLI WI 45, P.O.S.: C SALES TAX: STAPLES MI P.O.S.: CITY HALL SALES TAX: STAPLES MI P.O.S.: CITY HALL SALES TAX: STAPLES MI P.O.S.: CITY HALL SALES TAX: AMAZONPRIME MEMBERSHIP AMZN.COM/PRME WA P.O.S.: SF9FABFJJXPP1CQSB SALES TAX: TWC*TIME WARNER CABLE WI 1, STAPLES MI P.O.S.: CITY HALL SALES TAX: INTERNATIONAL INSTITUT CA P.O.S.: SALES TAX: STAPLES MI P.O.S.: CITY HALL SALES TAX: STAPLES MI P.O.S.: CITY HALL SALES TAX: LOCAL GOVERNMENT EDUCA WI P.O.S.: SALES TAX: STAPLES MI P.O.S.: CITY HALL SALES TAX: CENTURY SPRINGS WI CENTURY SPRINGS WI Total Purchasing Activity $48, Page 2 of 13 Continued on next page

112 ACCT. NUMBER: CITY OF DELAFIELD Post Tran Date Date Reference Number Transaction Description Amount VZWRLSS*APOCC VISB FL P.O.S.: SALES TAX: USCC CALL CENTER IL VZWRLSS*APOCC VISB FL P.O.S.: SALES TAX: VZWRLSS*APOCC VISB FL P.O.S.: SALES TAX: CENTURYLINK/SPEEDPAY LA P.O.S.: SALES TAX: CENTURYLINK/SPEEDPAY LA CENTURYLINK/SPEEDPAY LA P.O.S.: SALES TAX: CENTURYLINK/SPEEDPAY LA CENTURYLINK/SPEEDPAY LA CENTURYLINK/SPEEDPAY LA CENTURYLINK/SPEEDPAY LA $2, Post Tran Date Date Reference Number Transaction Description Amount ALSCO INC WI ALSCO INC WI ALSCO INC WI $1, DIANE BASTING CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $38.27 $0.00 $38.27 ACCOUNTING CODE: Post Tran Date Date Reference Number Transaction Description Amount SENTRY FOODS DELAFIE DELAFIELD WI PICK N SAVE WALES WI $38.27 JUDY BECKER CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $ $0.00 $ ACCOUNTING CODE: INDIVIDUAL CARDHOLDER ACTIVITY Telecommunication Activity Travel Activity Purchasing Activity Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount SENTRY FOODS DELAFIE DELAFIELD WI DEMCO INC WI Page 3 of 13 Total Activity Total Travel Activity Total Purchasing Activity Continued on next page

113 ACCT. NUMBER: CITY OF DELAFIELD Post Tran Date Date Reference Number Transaction Description Amount SENTRY FOODS DELAFIE DELAFIELD WI WILD BIRDS UNLIMITED DELAFIELD WI STEIN'S GARDEN & HOME OCONOMOWOC WI OTC BRANDS, INC. OMAHA NE $ POLICE DEPT I CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $46.00 $ $0.00 $ ACCOUNTING CODE: Total Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount STAPLES MI P.O.S.: POLICE SALES TAX: BROWNELLS INC IA P.O.S.: SALES TAX: PAYPAL *IAPE SD P.O.S.: SALES TAX: GALLS KY P.O.S.: POLICE DEPT 1 SALES TAX: STAPLES MI P.O.S.: POLICE SALES TAX: INTOXIMETERS INC MO CR STAPLES MI P.O.S.: POLICE SALES TAX: STAPLES MI P.O.S.: POLICE SALES TAX: 0.62 Total Purchasing Activity $ THOMAS HAFNER CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $1, $0.00 $1, ACCOUNTING CODE: INDIVIDUAL CARDHOLDER ACTIVITY Purchasing Activity Purchasing Activity Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount AMERICAN PUBLIC WORKS MO P.O.S.: WBYSVBQ7RM3MAV8POPWX17 SALES TAX: 0.00 Total Purchasing Activity $ Page 4 of 13 Continued on next page

114 ACCT. NUMBER: CITY OF DELAFIELD Post Tran Date Date Reference Number Transaction Description Amount SOUTHWES TX HAFNER/THOMAS J DEPART: P.O.S.: SALES TAX: $0.00 MKE WN S MCO WN S MKE $ MICHAEL OBRIEN CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $19.86 $0.00 $19.86 ACCOUNTING CODE: Total Travel Activity Post Tran Date Date Reference Number Transaction Description Amount WM SUPERCENTER #1678 DELAFIELD WI $19.86 JANE OLIVER-PURTON CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $ $0.00 $ ACCOUNTING CODE: Total Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount WALMART.COM AR BOOKS AND COMPANY OCONOMOWOC WI TARGET.COM * MN WALMART.COM AR BOOKS AND COMPANY OCONOMOWOC WI BOOKS AND COMPANY OCONOMOWOC WI HALFPRICEBOOKS-HPB.COM TX WAL-MART #1678 DELAFIELD WI Total Purchasing Activity $ MELISSA BECK CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $9.96 $0.00 $9.96 ACCOUNTING CODE: Post Tran Date Date Reference Number Transaction Description Amount FACEBK *BAAHGCALU2 FB.ME/ADS CA 9.96 P.O.S.: SALES TAX: 0.00 Total Purchasing Activity ERIK KEHL CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $ $0.00 $ ACCOUNTING CODE: INDIVIDUAL CARDHOLDER ACTIVITY Travel Activity Purchasing Activity Purchasing Activity Purchasing Activity $9.96 Page 5 of 13 Continued on next page

115 ACCT. NUMBER: CITY OF DELAFIELD Post Tran Date Date Reference Number Transaction Description Amount LEXISNEXIS RISK DAT FL P.O.S.: AP1AE40EBF40 SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: SENTRY FOODS DELAFIE DELAFIELD WI SENTRY FOODS DELAFIE DELAFIELD WI AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: LEXISNEXIS RISK DAT FL P.O.S.: AU1AF82FF6D8 SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: 0.00 Total Purchasing Activity $ Post Tran Date Date Reference Number Transaction Description Amount CANYON CITY GRILL PEWAUKEE WI Total Travel Activity $33.80 CASSIDY HAMMEL CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $78.61 $8, $0.00 $8, ACCOUNTING CODE: INDIVIDUAL CARDHOLDER ACTIVITY Purchasing Activity Travel Activity Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount AMAZON.COM AMZN.COM/BILL WA 5.97 P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA 5.99 P.O.S.: SALES TAX: 0.00 Page 6 of 13 Continued on next page

116 ACCT. NUMBER: CITY OF DELAFIELD INDIVIDUAL CARDHOLDER ACTIVITY Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount PICK N SAVE WALES WI AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA 9.00 CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA 1.60 CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: DEMCO INC WI AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA 9.98 P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA 6.00 P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA 9.70 P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: 0.00 Page 7 of 13 Continued on next page

117 ACCT. NUMBER: CITY OF DELAFIELD INDIVIDUAL CARDHOLDER ACTIVITY Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC 1, P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: FINDAWAY OH P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA 0.15 CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA 3.00 CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA 3.20 CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA 6.00 CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA 0.02 CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA 5.61 CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: 0.00 Page 8 of 13 Continued on next page

118 ACCT. NUMBER: CITY OF DELAFIELD INDIVIDUAL CARDHOLDER ACTIVITY Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount KAPCO OH P.O.S.: MC SALES TAX: QUILL CORPORATION SC QUILL CORPORATION SC AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: LJL*LIBRARY JOURNALS OH AMAZON MKTPLACE PMTS AMZN.COM/BILL WA CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: OFFICE COPYING EQUIPME MILWAUKEE WI P.O.S.: Maintenance Contr SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: 0.00 Page 9 of 13 Continued on next page

119 ACCT. NUMBER: CITY OF DELAFIELD Post Tran Date Date Reference Number Transaction Description Amount DNH*GODADDY.COM AZ P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC 6.05 P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: BAKER & TAYLOR - BOOKS NC P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA 7.99 P.O.S.: SALES TAX: SP * AMERICAN BUTTON M TX AMAZON.COM AMZN.COM/BILL WA CR P.O.S.: SALES TAX: AMAZON MKTPLACE PMTS AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA CR P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: WISCONSIN LIBRARY ASSO WI $8, PUBLIC WORKS CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $ $0.00 $ ACCOUNTING CODE: INDIVIDUAL CARDHOLDER ACTIVITY Purchasing Activity Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount ZORO TOOLS INC IL 9.84 P.O.S.: XEKIK0X6 SALES TAX: CITGO PETROLEUM MO/TO OK P.O.S.: SALES TAX: 0.00 Page 10 of 13 Total Purchasing Activity Continued on next page

120 ACCT. NUMBER: CITY OF DELAFIELD Post Tran Date Date Reference Number Transaction Description Amount THE UPS STORE 5181 DELAFIELD WI ZORO TOOLS INC IL P.O.S.: XEKEC1GJ SALES TAX: ZORO TOOLS INC IL P.O.S.: XEKLA20T SALES TAX: 0.00 Total Purchasing Activity $ JENNIFER BREMER CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $ $0.00 $ ACCOUNTING CODE: Post Tran Date Date Reference Number Transaction Description Amount PICK N SAVE WALES WI TARGET DELAFIELD WI P.O.S.: 0 SALES TAX: 0.69 Total Purchasing Activity $33.91 Post Tran Date Date Reference Number Transaction Description Amount HOLIDAY INN EXPRESS ST STEVENS POI WI ARRIVAL: Total Travel Activity $ SARA BRUCKMAN CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $ $0.00 $ ACCOUNTING CODE: Post Tran Date Date Reference Number Transaction Description Amount LEAGUE OF WISCONSIN MU MADISON WI LOCAL GOVERNMENT EDUCA WI P.O.S.: SALES TAX: 0.00 Total Purchasing Activity $ POLICE DEPT II CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $0.00 $1, $0.00 $1, ACCOUNTING CODE: INDIVIDUAL CARDHOLDER ACTIVITY Purchasing Activity Purchasing Activity Travel Activity Purchasing Activity Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount PAYPAL *U.S.CAVALRY KY P.O.S.: SALES TAX: TRIBUTE STORE WI SIRCHIE FINGER PRINT L MPERRY@SIRCHI NC Page 11 of 13 Continued on next page

121 ACCT. NUMBER: CITY OF DELAFIELD Post Tran Date Date Reference Number Transaction Description Amount SIRCHIE FINGER PRINT L MPERRY@SIRCHI NC OVR*O.CO/OVERSTOCK.CO UT AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: TALON GRIPS INC CO SAFARILAND, LLC JACKSONVILLE FL GALLS KY P.O.S.: WALKER UNIFORM SALES TAX: 0.00 Total Purchasing Activity $1, Post Tran Date Date Reference Number Transaction Description Amount CULVER'S OF EAU CL EAU CLAIRE WI 9.06 P.O.S.: SALES TAX: AMERICINN EAU CLAIRE WI ARRIVAL: Total Travel Activity $ Post Tran Date Date Reference Number Transaction Description Amount R & G TRAVEL MART Q39 WISCONSIN DEL WI Total Fleet Activity $55.00 STEPHANIE RAMIREZ CREDITS PURCHASES CASH ADV TOTAL ACTIVITY $29.35 $ $0.00 $ ACCOUNTING CODE: INDIVIDUAL CARDHOLDER ACTIVITY Purchasing Activity Travel Activity Fleet Activity Purchasing Activity Post Tran Date Date Reference Number Transaction Description Amount AMAZON.COM AMZN.COM/BILL WA P.O.S.: SALES TAX: TCD*GALE MI ACCO BRANDS DIRECT NY P.O.S.: O SALES TAX: TCD*GALE MI AMAZON MKTPLACE PMTS AMZN.COM/BILL WA CR P.O.S.: SALES TAX: 0.00 Travel Activity Total Purchasing Activity $ Post Tran Date Date Reference Number Transaction Description Amount BULLHEADS BAR & GRILL STEVENS POINT WI HILLTOP PUB AND RESTAU STEVENS POINT WI Page 12 of 13 Continued on next page

122 ACCT. NUMBER: CITY OF DELAFIELD INDIVIDUAL CARDHOLDER ACTIVITY Travel Activity Post Tran Date Date Reference Number Transaction Description Amount CULVER'S OF STEVEN STEVENS POINT WI 9.68 P.O.S.: SALES TAX: CULVER'S OF STEVEN STEVENS POINT WI 4.00 P.O.S.: SALES TAX: HOLIDAY INN STEVENS PO STEVENS POI WI ARRIVAL: Total Travel Activity $ Page 13 of 13

123 ELECTRONICS & APPLIANCE RECYCLING EVENT HOSTED BY The City of Pewaukee Event Located at WCTC, 800 Main St. Open to all Waukesha County residents! Saturday, June 10 9 am-noon Electronics (Legacy Recycling LLC) Items collected for a fee (cash only): Television Sets ($25 each) CRT Computer Monitor ($10 each) Items collected at no fee: Other Computer Monitors & LCDs Computers Keyboards Laptops Printers Scanners Cell Phones Telephones DVD Players, VCRs, & Stereos Appliances (Refrigerant Depot) Items collected at no fee: Air Conditioners Dehumidifiers Refrigerators Microwaves Water Coolers Freezers Water Heaters Washer/Dryers Stoves Oven/Ranges Dishwashers Upcoming Events Hosted By City of Brookfield on Sat. July 8 (9am-Noon) Town of Merton on Sat. August 12 (9am-Noon)

124 TheHeal t hylakesconf er encei sanoppor t uni t yf orl aker esi dent s,associ at i ons, andwat erl over st ohearaboutt heef f ect i vewor kbei ngdonet oi mpr oveourl akes. Tr i alander r or.resear chanddevel opment.fai l ur eandsuccess.manyoft he samei ssuesar ebei ngt r eat edi nver ydi f f er entways. Seeandhearwhat swor kedandwhathasn t.andwhy.

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