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Economic Development Packet 2010 08-03-10
0 C o- J�` o United City of Yorkville ° 800 Game Farm Road EST. 1835 Yorkville, Illinois 60560 o ` Telephone: 630-553-4350 cn m s t `` o Fax: 630-553-7575 Nendxfi[wn..y CC E AGENDA ECONOMIC DEVELOPMENT COMMITTEE MEETING Tuesday, August 3, 2010 6:30 PM City Hall Conference Room Minutes for Correction/Approval: None New Business: 1. EDC 2010-30 ITEP Grant Application for Kennedy Road Trail 2. EDC 2010-31 Building Pen-nit Report for June 2010 3. EDC 2010-32 Building Inspection Report Summary for June 2010 4. EDC 2010-33 Foreclosure Update for June 2010 Items Recommended by Plan Commission/ZBA for Approval: 1. ZBA 2010-02 U.S. Cellular—Application for Height Variance for Telecommunications Tower 2. PC 2010-08 U.S. Cellular— Application for Special use for Telecommunications Tower Old Business: 1. EDC 2010-23 Telecommunications Tower Fees Additional Business: 2010/2011 City Council Goals Economic Develo went Committee Goal Elected Officials Staff Tourism. Werderich/Sutcliff Krysti Barksdale-Noble/ Glory Spies Economic development. Golinski 1 Munns Krysti Barksdale-Noble/ Bart Olson Downtown re-development. Golinski I Plocher Krysti Barksdale-Noble I Bart Olson Integrated Transportation Plan implementation. Werderich/Golinski Krysti Barksdale-Noble I Laura Schraw UNITED CITY OF YORKVILLE WORKSHEET ECONOMIC DEVELOPMENT COMMITTEE Tuesday, August 3, 2010 6:30 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: -------------------------------_------------------------------------------------------------------------------------------------------- 1. EDC 2010-30 ITEP Grant Application for Kennedy Road Trail ❑ Moved forward. to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. EDC 2010-31 Building Permit Report for June 2010 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ---------------------------------------------------------------------------------------------------------------------------------- 3. EDC 2010-32 Building Inspection Report Summary for June 2010 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes ---------------------------------------------------------------------------------------------------------------------------------- 4. PC 2010-33 Foreclosure Update for June 2010 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- ITEMS RECOMMENDED BY PLAN COMMISSIONIZBA FOR APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. ZBA 2010-02 U.S. Cellular—Application for Height Variance for Telecommunications Tower ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PC 2010-08 U.S. Cellular Application for Special Use for Telecommunications Tower ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------- ----------------------------------------------------------------- OLD BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- I. EDC 2010-23 Telecommunications Tower Fees ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: ------------------------------------------------------------------------------------------------------------------------------------- C/Ty Reviewed By: Agenda Item Number J� k Legal ❑ ki EST. , 1836 Finance El Engineer ❑ 'O u} City Administrator F-1 Tracking Number g1 ��o�x„ O Consultant ❑ Gf }7 yy 'ry5 Illy `` ❑ � Cs- l i. — `J KemL liCw, <IE Agenda Item Summary Memo Title: ITEP Grant Application for Kennedy Road Trail Meeting and Date: EDC 8/3/10 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Laura Schraw Community Development Name Department Agenda Item Notes: See attached memo. i , ° C'Ty Memorandum J� � O 1836 If EST. ti To: EDC From: Laura Haake, City Park Designer CC: Bart Olson, City Administrator/ n5 =O Interim Dir. of Parks and Recreation e�, x�wrtfco„y ' kE Krysti Noble, Community Development Director Joe Wywrot, City Engineer Scott Sleezer, Superintendent of Parks Date: July 28, 2010 Subject: Illinois Transportation Enhancement Program (ITEP) Grant Application I Engineering Enterprises, Inc.,prepared cost estimates for the Kennedy Road trail project from Route 47 to the entrance of the Steven G. Bridge Regional Ballfields for the ITEP 2010 Funding Cycle 9. The 2.72 mile trail connection along Kennedy Road from north of the Burlington Northern Santa Fe tracks to Route 47 is a primary connection for the shared-use trail plan.The trail is vital to link residents between the Park and Ride,two elementary schools (Autumn Creek and Grande Reserve), Yorkville's lighted regional ballfields, commercial shopping, the Post Office, and REC Center, and through the planned Route 47 trail to downtown Yorkville. The overall project cost estimate is $1,770,660.00 with construction and engineering costs at $1,742,660.00 plus $28,000 in land acquisition costs. The federal share (80%project+50% acquisition) is $1,408,080.00 and the City's share (20%project+50%acquisition) is $362,520.00. Of the City's share, if an IDNR Recreational.Trail Grant is applied for and received,the $362,520.00 -$14,000 (50% acquisition) totaling$348,520.00 would be a 50150 match and the City's share for engineering and construction would then be reduced to a total of$174,260.00 for the 2.72 mile trail. EEI broke down the project costs further for the portion of Route 47 to Freedom Place at a cost of $1,152,400.00. Joe Wywrot estimated the land acquisition costs at$28,000, 50% of which the ITEP grant would fund. The other section from Freedom Place to Mill Road (.28 miles) including the railroad crossing is estimated at$590,200.00. Please note that the railroad crossing estimate is a number provided by BNSF and they are still working on finalizing a number for our application, but have provided this preliminary number for the initial cost estimate. Please see the attached estimates for a further breakdown of costs. If we receive funding there is no penalty for withdrawing an application. UNITED CITY OF YORKVILLE KENNEDY ROAD ITEP APPLICATION - PROJECT COST SUMMARY JULY 2010 SECTION DESCRIPTION OVERALL SECTION A SECTION B ILLINOIS ROUTE 47 TO MILL ROAD ILLINOIS ROUTE 47 TO FREEDOM PLACE FREEDOM PLACE TO MILL ROAD WORK ITEM TOTAL COST ITEP REQUESTED TOTAL COST ITEP REQUESTED TOTAL COST ITEP REQUESTED CONSTRUCTION $ 1,340,300.00 $ 1,072,240.00 $ 886,300.00 $ 709,040.00 $ 454,000.00 $ 363,200.00 PHASE I ENG. $ 107,300.00 $ 85,840.00 $ 71,000.00 $ 56,800.00 $ 36,300.00 $ 29,040.00 PHASE II ENG. $ 134,100.00 $ 107,280.00 $ 88,700.00 $ 70,960.00 $ 45,400.00 $ 36,320.00 PHASE III ENG. $ 160,900.00 $ 128,720.00 $ 106,400.00 $ 85,120.00 $ 54,500.00 $ 43,600.00 TOTAL COSTS $ 1,742,600.00 $ 1,394,080.00 $ 1,152,400.00 $ 921,920.00 $ 590,200.00 $ 472,160.00 PRELIMINARY COST ESTIMATE KENNEDY ROAD BIKE TRAIZ FROM ILLINOIS ROUTE 47 TO MILL ROAD LENGTH=14,340'(2.72 MILES) UNITED CITY OF YORKVILLE JULY 2010 ITEM UNIT NO. DESCRIPTION UN'IT QUANTITY PRICE AMOUNT 1 PERIMETER EROSION BARRIER FOOT 14,500.00 $ 2.00 8 29,000.00 2 BITUMINOUS MATERIALS(PRIME COAT) GALLON 8,800.00 S 2.00 S 17,600.00 3 EARTH EXCAVATION CU YD 6,400,00 $ 40.00 $ 256,000.00 4 PORTLAND CEMENT CONCRETE SIDEWALK REMOVAL SO FT 20.500.00 $ 1.00 $ 20.500-00 5 PORTLAND CEMENT CONCRETE SIDEWALK SO FT 4,000.00 S 0.00 S 24,000.00 B DETECTABLE WARNINGS SO FT 400.00 $ 30.00 $ 12,000.00 7 AGGREGATE BASE COURSE.TYPE B TON 124300.00 S 20.00 $ 246,000.00 I 8 NOT-MIX ASPHALT SURFACE COURSE,MIX"C',N50 TON 1,a40.00 S 00.00 S 447,20[100 9 RESTORA71ON SO YD 9,600.00 $ 15.00 $ 444,00000 10 TRAFFIC CONTROL AND PROTECTION L SUM 1.00 $ 10,000.00 $ 10,000.00 11 SIGNAGE L SUM 1.00 $ 5.000.00 $ 5,000,00 12 TREE REMOVAL L SUM 1.00 $ 10.000.00 $ 10,000,00 13 TREES EACH 220.00 $ 253.00 S 55,000.00 14 RAILROAD PROTECTIVE LIAUILITY INSURANCE L$UM 160 $ 5.00000 $ 6,000.00 15 RAILROAD CROSSING IMPROVEMENTS FOOT 32.00 $ 2,000.00 $ 64000.00 16 INSTALL PEDESTRIAN CROSSING GATE ARMS L SUM 1.001S 275,000.00 1$ 275.000,00 17 EASEMENT ACQUISITION L SUM 1.00 I S 20,000.00 S 20,000.00 Total PmjecL TOTAL CONSTRUCTION COSTS $ 1,340,340.00 PHASE 1 ENGINEERING(0 k $ 107,300.00 PHASE 2 ENGINEERING(10% S 134,100.00 PHASE 3 ENGINEERING(12% S 160,900.00 TOTAL PROJECT COSTS $ 1,742,600.00 ITEP Funding(80%): CONSTRUCTION COSTS $ 1,072,240.00 PHASE 1 ENGINEERING $ 86,840.00 PHASE 2 ENGINEERING $ 107,280.00 PHASE 3 ENGINEERING $ 128,720.00 TOTAL FUNDING REQUEST $ 1,394,080.00 GTubilc%Yorkvllle\2010WO1002 Kennedy Road ITEP AAPlicollonlEngl[Kennedy Road ITEP Cost Estimate.xlsjKonnedy-Total ENGINEERING ENTERPRISES,INC. CONSULTING ENGINEERS SUGAR GROVE,ILLINOIS PRELIMINARY COST ESTIMATE KENNEDY ROAD BIKE TRAIL FROM ILLINOIS ROUTE 47 TO MILL ROAD SECTION A-IL47 TO FREEDOM PLACE LENGTH=13,000'(2.46 MILES) UNITED CITY OF YORKVILLE JULY 2010 ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT t PERIMETER EROSION BARRIER FOOT 13,000.00 $ 2A0 S 20,000.00 2 BITUMINOUS MATERIALS(PRIME COAT) GALLON 7,900.00 S 200 $ 16,800A0 3 EARTH EXCAVATION CU YO 5,70000 $ 40.CC S 228,00000 4 PORTLAND CEMENT CONCRETE SIDEWALK REMOVAL SO FT 20.500.00 $ 1.00 $ 20.5CO.00 5 PORTLAND CEMENT CONCRETE SIDEWALK SO FT 3.200.00 S 6.00 5 10.200.00 6 DETECTABLE WARNINGS 5Q FT 320.00 $ 30.00 S 0.000.00 7 IAGrREGATE BASE COURSE,TYPE B TON 11,000.00 S 20.00 $ 220,000.00 8 HOT-M 1X ASPHALT SURFACE COURSE,MIX"C",N50 TON 1,040.CO $ 80.00 $ 131,200.00 e RESTORATION SO YD 8,600 Co $ 1500 S 529,000.09 10 TRAFFIC CONTROL AND PROTECTION L SUM 1,00 $ 7.500.00 $ 7,500.00 11 SIGNAGE L SUM 1.00 $ 4,000.00 $ 4,000.00 12 TREE REMOVAL L SUM 1.00 $ 8,000.00 $ 8,000.00 13 TREES EACH 10000 $ 250.00 $ 47500.00 14 RAILROAD PROTECTIVE LIABILITY INSURANCE L SUM - $ 5,000.00 $ - 15 RAILROAD CROSSING IMPROVEMENTS FOOT _ $ 2,000.00 S 16 INSTALL PEDESTRIAN CROS51NG GATE ARMS L SUM - $ 275,000.00 $ - 17 EASEMENT ACQUISITION L SUM 1.00 $ 20.001)00 $ 20,000.00 Total Pmjecl, TOTAL CONSTRUCTION COSTS $ 006,340.00 PHASE I ENGINEERING(8%! $ 71,660.00 PHASE 2 ENGINEERING(10% $ 88,700.00 PHASE 3 ENGINEERING(12% $ 198,400.00 TOTAL PROJECT COSTS $ 1,152,400.00 ITEP Funding(80 0/6): CONSTRUCTION COSTS 5 709,040.00 PHASE 1 ENGINEERING $ 66,800.00 PHASE 2 ENGINEERING $ 70,960.00 PHASE 3 ENGINEERING $ 05,120.00 TOTAL FUNDING REQUEST 1$ 921,92080 GAPu61icWorkvMe120105Y01002 Kennedy Road ITEP Appllcaoon4Engl Kennedy Road ITEP Cost Estimate,xlsIKennedy-Pad A ENGINEERING ENTERPRISES,INC. CONSULTING ENGINEERS SUGAR GROVE,ILLINOIS PRELIMINARY COST ESTIMATE KENNEDY ROAD BIKE TRAIL FROM ILLINOIS ROUTE 47 TO MILL ROAD SECTION B - FREEDOM PLACE TO MILL ROAD LENGTH = 1,600' (0.28 MILES) UNITED CITY OF YORKVILLE JULY 2010 ITEM UNIT NO, DESCRIPTION UNIT QUANTITY PRICE AMOUNT i PERIMETER EROSION BARRIER FOOT 1,500.00 $ 2,00 $ 3.000.00 2 BITUMINOUS MATERIALS (PRIME COAT) GALLON 00000 $ 2.00 $ 1,801 3 EARTH EXCAVATION CU YD 700.00 S 40.00 S 28000.00 4 PORTLAND CEMENT CONCRETE SIDEWALK REMOVAL SOFT S 100 $ 5 PORTLAND CEMENT CONCRETE SIDEWALK SOFT 800.00 S 6001S 4,800.00 6 DETECTABLE WARNINGS SO FT 6000 S 30.00 S 2.40000 i AGGREGATE BASE COURSE. TYPE 8 TON 130000 $ 2000 S 26,00000 8 HOT-MIX ASPHALT SURFACE COURSE, MIX C-, N50 TON 200.00 $ 8000 S 16,000.00 0 RESTORATION SO YD 1,00000 $ 15.00 S 15,00000 10 TRAFFIC CONTROL AND PROTECTION LSUM 100 $ 250000 $ 2,500.00 11 SIGNAGE -SUM 100 $ 1,00000 $ ISIX) 0 12 TREE REMOVAL LSUM 100 $ 2.00000 S 2.Oi 13 TREES EACH 30,00 $ 26000 $ ],50000 14 RAILROAD PROTECTIVE LIABILITY INSURANCE LSUM 100 $ 5.00000 S 6000.00 15 RAILROAD CROSSING IMPROVEMENTS FOOT 32.00 S 2.000.00 $ 64,00000 16 INSTALL PEDESTRIAN CROSSING GATE ARMS LSUM 100 S 275.000.00 S 275.000.00 17 EASEMENT ACQUISITION LSUM $ 20,000.00 $ Total Projecl: TOTAL CONSTRUCTION COSTS $ 454,000.00 PHASE t ENGINEERING (RC $ 36,300.00 PHASE 2 ENGINEERING (10% $ 45,400.00 PHASE 3 ENGINEERING (12% $ 64,600.00 TOTAL PROJECT COSTS S 600,200.00 ITEP Funding (801%): CONSTRUCTION COSTS $ 363,200.00 PHASE 1 ENGINEERING $ 20,040.00 PHASE 2 ENGINEERING It 36,320.00 PHASE 3 ENGINEERING $ 43,600.00 TOTAL FUNDING REQUEST $ 472160.00 G:\PuUllc\YorkvillaG010WOIA2 Kennedy Road ITEP Appllwlion\EngNKennedy Road ITEP Cost E5ltmaleAslKemwdy Palo ENGINEERING ENTERPRISES, INC. CONSULTING ENGINEERS SUGAR GROVE. ILLINOIS r'D CITy Reviewed By: J` ® Legal ❑ Agenda Item Number EST 1836 Finance El Engineer ❑ �RI n City Administrator ❑ Tracking Number .0 O Consultant ❑ 4.E 1�V Agenda Item Summary Memo Title: Monthly Permit Activity Report (June) Meeting and Date: EDC—Tuesday, August 3`d, 2010 Synopsis: Al] permits issued in the month of Tune, 2010 Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Paul Zabel Building and Zoning Name Department Agenda Item Notes: ,SD C/ UNITED CITY OF YORKVILLE BUILDTNG PERMIT REPORT June 20 10 Numberdf SFD SFA Multi-Family Commercial -Industrial M-isc, construction Permit pennts Falr6y 5;rq,,;'v Cost Fees ksued June 2010 74 4 0 0 10 0 60 1,772,777.00 53,563.00 Calendar Year 322 23 6 0 so 0 243 16,029,059.00 299,512.28 2010 fiscal Year 2010 146 7 6 0 18 0 115 3,521,919.00 146,279.28 June 2009 67 8 0 0 18 0 41 2,600,630.00 93,161.68 1 Calendar Year 293 21 0 0 88 0 184 16,333,536.00 373,953.08 2009 Fiscal Year 2009 135 11 0 0 27 0 97 10,041,639.00 194,507.96 June 2008 108 16 to 0 28 0 54 8,041,189,00 324,231.60 Calendar Year 501 59 32 0 171 0 239 57,975,810.00 1,165,695.27 2008 Fiscal Year 2008 221 28 18 0 54 0 121 39,671,247.00 580,744.10 June 2007 140 33 14 0 26 0 67 9,337,712.00 434,337.81 I Calendar Year 639 183 49 0 133 0 274 72,438,293.00 2,410,277.18 2007 Fiscal Year 2007 278 65 18 0 49 0 182 19,0(A,13&00 842,941,72 TYPES OF PERMITS PABuOding Dept PEPORTS\Bldg Permit Repart Jun 2010.dm C/ry Reviewed By: 0 Legal F-1 Agenda Item Number Finance ❑ ME, EST. � � " 1836 Engineer ❑ �O �� �� City Administrator ❑ Tracking Number O Consultant ❑ Agenda Item Summary Memo Title: Monthly Inspection Report Summary (June 2010) Meeting and Date: EDC—Tuesday, August 3`d, 2010 Synopsis: All inspections performed in the month of June Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Paul Zabel Building and Zoning Name Department Agenda Item Notes: crryo UNITED CITY OF YORKVILLE �s INSPECTION REPORT =�L June 2010 SPD SPA Muhl-Falrnfly Cornmercia 11ndustrial Total Type of Inspection Single Single Apartments Includes all Permits Inspections l=arnfly Famlly Condominiums Issued for Dwelling attached Commercfal Use Fence 5 S Deck S - Footing 5 - 5 Backflll 3 - - 3 Wall 4 1 5 Pre Pour Slab 2 - - 1 3 Under Slab Plumbing 5 6 - 7 1 B Basement Floor 2 - - - 2 Garage Floor 3 6 9 Rough Frame 5 - 2 7 Rough Mech. 7 1 B Rough Elec. 7 4 11 Rough Plumb. B 1 9 Insulation 7 - 7 Final 37 - 4 41 Final Plumb. 26 - 1 29 Above Gelling - 2 2 In-ground Pool - - - - Above Ground Pool 1 - 1 MSG. 9 - 4 13 Reinspection 12 - 12 Roof - - - - - Occupancy - - - - Engineering 33 Inspections By; — r. Paul Zabel 111 ICCI 19 TPI 65 Engineering Department 33 D.Weinert(Spot Surveys) 3 Inspection Totals —231 DATE: 07/30/2010 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 12:00:05 CALLS FOR .INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 06/01/2010 TO 06/30/2010 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE ICC 09:00 003-FIN FINAL INSPECTION 20090410 Sall E_ ORANGE ST. 06/07/2010 ICC 1.1:00 019-FIN FINAL INSPECTION 20090446 410 E COUNTRYSIDE PKWY. 0&117/2010 JD AM 028-EFL ENGINEERING - FINAL INSPE 20090466 2501 EMERALD LANE 120 06/0212010 ICC AM 013-INS INSULATION 20090491 2278 EMERALD LANE 44 06/29/2010 ICC AM 027-RFR ROUGH FRAMING 06/24/2010 ICC AM 028-REL ROUGH ELECTRICAL 06/24/2010 ICC AM 029-RMC ROUGH MECHANICAL 06/24/2010 ICC AM 030-PLR PLUMBING ROUGH 06/24/2010 MR AM 035-AFL ENGINEERING - FINAL INSPE 20090504 1281 CLEARKATER DRIVE 210 06/1812010 ICC PM 002-FIN FINAL INSPECTION 20090528 507 gL7CKTHC}P39 CT 76 06/07/2010 JD AM 035-EFL ENGINEERING - FINAL INSPE 20090538 2306 LAVENDER WAY 99 06/02/2010 ICC 13:00 003-ELS ELECTRIC SERVICE 20090551 165 FOUNTAIN VIEW DR 06/11/2010 ICC 13:00 03Z-PLO PLUMBING - UNDERSLAB 06/01/2010 ICC AM 033-PLU PLUMBING ONDERSLAB 06/02/2010 ICC AM 035 PLU PLUMBING - UNDERSLAB 06iO4/2010 ICC AM 0336-PLU PLUMBING UNDERSLAB 06/03/2010 TCC AM 037-ELO ELECTRICAL -- UNDERSLAB 06/10/2010 ICC AM 038-PLU PLUMBING - UNDERSLAB 06/11/2010 ICC AM 039-PLU PLUMBING - UNDERSLAB 06/17/2010 ICC AM 040-MIS MISCELLANEOUS 06/22/2010 ICC PM 041-£OU FOUNDATION STEEL 06/23/2010 ICC AM 042-PPS PRE-POUR, SLAB ON GRADE 06/23/2010 PZ PM 029-FIN FINAL INSPECTION 20090581 2302 EMERALD LANE 40 06/11/2010 TPI PM 030-PLF PLUMBING - FINAL 06/11/2010 DATE: 07/30/2010 UNITED CITY OF YORKVILLE PAGE: TIME: 12:00:05 CALLS FOR INSPECTION REPORT 1D: PT4A0000_W0-q INSPECTIONS SCHEDULED FROM 06/01/2010 TO 061'30/2010 INSPECTOR SCHED_ COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE JD 033.-EFL ENGINEERING - FINAL INSPE 06/11/2010 .3D 032-EFL ENGINEERING - FINAL INSPE 06/17/2010 Commentsl: RE-INSPEC"TTON TPI AM 029-PLF PLUMBING - FINAL 20090583 13'73 SPRING ST 253 06/18/2010 PZ 13:30 030-FIN F114AL INSPECTION 06/18/2019 TPI _ AM 031-PLF PLUMBING - FINAL 06/22/2010 Commentsl: REINSPECTION MR 032-EFL ENGINEERING - FINAL INSPE 06!23/2010 TPI AM 033-PLF PLUMBING - FINAL 06/24/2010 TPI PM 015-PLU PLUMBING - UNI7ERSLAB 20100007 234 E VETERANS PKWY 06/0212010 PZ PM 016-PPS PRE-POUR, SLAB ON GRADE 05/02/2010 PZ P14 017-RFR ROUGH FRAMING 06/03/2010 PZ PM OIS-REL ROUGH ELECTRICAL 06/03/2010 PZ PM 027-FIN FINAL INSPECTION 20100015 603B BRADY ST 5 06/16/2010 Commentsl: REINSP£CTION TPI PM 028-PLF PLUMB124G - FINAL 0611612010 PZ PM 027-FIN FINAL INSPECTION 20100016 2996 ELLSWORTH DR 34S 06/1B/2010 TPI AM 028-PLF PLUMBING - FINAL 06/18/2010 PZ PM 027-FIN FINAL INSPECTION 20100018 4058 BRADY ST 4 06/16/2010 Commentsl: REINSPECTION TP'1 PM 028-PLF PLUMBING - FINAL 06/16/2010 PZ PM 027-FIN FINAL INSPECTION 20100019 4042 BRADY ST 4 06/18/2010 TPI PM 028-PLF PLUMBING - FINAL 06/18/2D10 PZ PM 027-FIN FINAL INSPECTION 20100020 4056 BRADY ST 4 06/16/2010 Commentsl: REINSPECTION TPI 028-PLF PLUMBING - FINAL 06/16/2010 TPI AM 027-PLF PLUMBING - FINAL 20100022 2975 GRANDE TRAIL 390 06/23/2010 DATE: 07/3012010 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 12:00:05 CALLS FOR ?NSPECTION REPORT ID: PT4AD000,W0W INSPECTIONS SCHEDULED FROM 06/01/2010 TO 05/30/2010 INSPECTOR SCHED. COMP_ TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE TPI AM 027-PLF PLUMBING - FINAL 201000 2'5 2955 GRANDE TRAIL 386 06/23/2010 TPI AM 027-PLF PLUMBING - FINAL 2410002& 2971 GRANDE TRAIL 390 06/23/2010 TPI AM 025-PLF PLUMBING - FINAL 20100028 2331 EMERALD LN 102 06/24/2010 TPI AM 030 �FSN FINAL INSPECTION 06/24/2010 JD 031 EFL ENGINEERING - FINAL XNSPE 06/23/2010 PZ AM 032-FIN FINAL INSPECTION 06/29/2010 Commentsl: REINSPECTION PZ AM 005-GAR GARAGE FLOOR 20100029 3301 DEERPATH DR 258 06/03/2010 TPI PM 028-FIN FINAL INSPECTION 06/24/2010 TPI AM 029-PLF PLUMBING - FINAL 06/24/2010 MR 030-EFL ENGINEERING - FINAL INSPE 06/23,/2010 PZ PM 031-FIN FINAL INSPECTION 07/2B/2010 C.OMMentsl: REINSPECTION MR 032-EFL ENGINEERING - FINAL INSPE 06/29,2010 Commentsl: RE-INSPECTION JD 032-EFL ENGINEERING FINAL INSPE 20100031 2309 EMERALD LN 100 06/11/2010 PZ AM 007-RFR ROUGH FRP1hING 20100034 318 ILLXNZ DR 14 06/10/2010 PZ AM 0D8-REL ROUGH ELECTRICAL 06/10/2010 TPI AM 009-PLR PLUMBING - ROUGH 06/09/201D PZ AM 010-RMC ROUGH MECHANICAL 06/10/2010 PZ PM 013-INS INSULATION 06/17/2010 PZ PM 010-REL ROUGH ELECTRICAL 20100041 322 (BLACKBERRY LN 06/08/20IG PZ PM 011-RFR ROUGH FRAMING 06/08/2010 TPI AM 002-PLO PLUMBING - UNDERSLA.B 20100043 1069 COLUMBINE DR 72 08/16/2010 PZ PM 029-FIN FINAr, INSPECTION 20100047 2475 EMERALD LN 118 06118/2010 TPI AM 030-PLF PLUMBING - FINAL 06/1$/2010 DATE: 07/3x/2010 UNITED CITY OF YOPKVILLE PAGE: 4 TIME: 12:00:05 CALLS FOR INSPECTION REPORT ID: PTIAOOOO.WOW INSPEC'T'IONS SCHEDULED FROM 06/03./2010 TO 06/20/2010 114SPECTOR SCHED, COMP, TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE JD AM 031-EFL ENGINEERING - FINAL INSPE 06/18/2010 TPI 032-PLP PLUKBING - FINAL 06/22/2010 Commentsl: RE INSPECTION TPI 033-PLF PLCMBING - FINAL 061"24/2010 Cammentsl: REINSPECTION JD 034-EFL ENGINEERING - FINAL INSPE 06/25/2010 Comments.: RE-INSPECTION TPI 027-FIN FINAL INSPECTION 20100042 2291 EMERALD LN 54 06/22/2010 TPI 1328-PLF PLUMBING - FINAL 06/22/2010 JD 023-EFL ENGINEERING - FINAL INSPE 06/22/2010 TPI 030-PLF PLUMBING - FINAL 06/24/2010 Cammentsl: REINSPECTION PZ PM 007 -RFR ROUGH FRAMING 20100056 1282 TAUS CIP 119 06/14/2010 PZ PM 008-REL ROUGH ELECTRICAL 06/14/2010 TPX AM 009-PLR PLUMBIFG - ROUGH 06/14/2010 PZ PM 010-RMC ROUGH MECHANICAL 06/14/2010 PZ PM 013-ZNS INSULATION 06/18/2010 TPI 027-PLR PLUMBING - ROUGH 06/16/2010 PZ PM 007-RFR ROUGH FRAMING 20100060 2263 EMERALD LN 49 06/14/2014 PZ PM 009-REL ROT3GH ELECTRICAL: 06/14/2010 TPI AM 009-PLR PLUMBING - ROUGH 06/14/2010 PZ P-M 010-RMC ROUGH MECN_:1NICAL 06/14/2010 PZ PM 013-INS INSULATION 06/17/2010 JD Pm 026-ESS ENGINEERING - STORM 06/07/2010 Cammentsl: RE-INSPECTION PZ PM 02?-INS INSULATION 06/17/2010 JD AM 02B-EPW ENGINEERING- PUBLIC WALK 06/25/2010 HATE: 07/33/203.0 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 12:00:05 CALLS FOR INSPECTION REPORT ID: PT4A000O.WOW INSPECTIONS SCHEDULED FROM 06/01/2010 TO 06/30/2010 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE PZ PM 005-FIN FINAL INSPECTION 20100062 2321 WINTERTHUR GREEN 188 06/09/2010 Commentsl: REINESPECTION TPI PM 030-PLF PLUMBING - FINAL 20100086 961 ERICA LN 06/02/2010 PZ PM 031-FIN FINAL INSPECTION 06/02/2610 TPI _ AM 032-PLF PLUMBING - FINAL, 06/03/2010 Commentsl: REINSPECTION PZ PM 033-FIN FINAL INSPECTION 06/03/2010 TPI AM 034-PLF PLUMBING - FINAL 06/04/2010 Commentsl: lREINSPECTION PZ 13:00 023-FIN FINAL INSPECTION 20100089 102 C COLONIAL, PKWY 06/02/2010 PZ 13:00 030-ELA ELECTRIC ABOVE CEILING 20100092 128 IF vETi.FANS P7,WY STE 7 06/2S/2010 PZ PM 031-FIN FINAL INSPECTION 06/26/2010 TPI PM 032-PLA PLUMBING ABOVE CEILING 06/23/2010 TPI AM 033-PLF PLUMBING - FINAT, 06/30/2010 PZ PM 009-FIN FINAL INSPECTION 20100093 226 N ELIZABETH ST 06/03/2010 PZ PM 003-FIN FINAL INSPECTION 20100110 602 BLUESTEM DR 89 06/16/2010 PZ PM 005-RFR ROUGH FRAMING 20100113 2751 ELDEN DR 06/1112010 Commentsl: REINSYECTION PZ _ PM OD6-REL ROUGH ELECTRICAL 06/11/2010 CommenLsl: REINSPECTION TPI PM 007-PLR PLUMBING - ROUGH 06/11/2010 MR PM 025-EPW ENGITIEERING- PUBLIC WALK 20100123 801 OMAHA DR 18 06/09/2010 PZ P-M 026-PPS PRE-POUR, SLAB ON GRADE OG 11012010 PZ 08:30 027-FIAT FINAL INSPECTION 06/28/2010 TPI AM 029-PLF PLUMBING - FINAL 06/2®/2010 MR 029-EFL ENGINEERING - FINAL INSPE 06/25/2010 PZ PM 007-RFR ROUGH FRAMING 20100131 2561 EMERALD GN 129 06/29/2010 DATE_ 07/30/2010 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 12.00:05 CALLS FOR INSPECTIO14 REPORT ID_ PT4A0000.WON INSPECTIONS SCHEDULED FROM 06/01/2010 TO 06/30/2010 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PPRMIT ADDRESS LOT DATE DATE PZ PM 008-REL ROUGH ELECTRICAL 06/29/2010 TPI am 005-PLR PLUM-BING - ROUGH 06/29/2010 PZ PM 01C-RMC ROUGH MEC14ANICAL 06/29/2010 JD PM 027-ESS ENGINEERING - STORM. 06/07/2010 PZ AM 004-BSM BASEMENT .FLOOR 20100135 482 BIRCHWOOD DR 161 06/28/2010 PZ PM 005-GAR GARAGE FLOOR 06/30/2010 PZ Phi 007-RFR ROUGH FRAMING 06/18/2010 PZ PM 008-REL ROUGH ELECTRICAL 06/18/2010 TPI AM 009-PLA PLUMBING - ROUGH 06/18/2010 PZ 010-RMC ROUGH MECHANICAL 06/18/2010 TP1 013-INS I1180LATION 06/22/2010 PZ PM 026-STP STOOP 06/30/2010 P2 AM 002-PPS PRE-POUR, SLAB ON GP,ADE 20100142 358 SUTTON ST 219 06/28/2010 TPI AM 003-PLU PLUMBING - UNDERSLAB 20100145 681 OMAHA DR 12 06/29/2010 TPI 002-RPZ PLU'"ING - RPZ VALVE 20100152 2S06 LYMAN LOOP 76 06/10/2010 TPI PM 002-PLU PLUMBING UNOERSLAB 20100155 101 GARDEN ST 06/24/2010 PZ 09:00 001-FIN ,FINAL INSPECTION 20100160 234 E VETERANS PKWY 06/10/2010 JD PM 032-BEL ENGINEERING - FINAL INSPE 20100165 w725 CRANSTON CIR 127 06/0412010 CarnmenCsl: RE-INSPECTION PZ PM 028-FIN FINAL INSPECTION 20100176 2825 SILVER SPRINGS CT 246 06/09/2010 TPI AM 029-PLY PLUMBING - FINAL 06/09/2010 JD AM C30-£DA ENGINEERING - DRIVEWAY AP 20100178 4471 E M<ILLBROOK CT 230 06/02/2010 JD AM 028-EPW ENGINEERING- PUBLIC WALK 20100179 4467 E MILL'J3ROOK CT 229 06/02/4010 PZ PM 029-FIN FINAL INSPECTION 06/09/2010 TPI AM 030-PLF PLUMBING - FINA.L 06/09/2010 DATE: 07/30/2010 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 12-00:05 CALLS FOR INSPECTION REPORT ID: PT4A0000.WOW INSPECTIONS SCHEDULED FROM 06/01/2010 TO 06/30/2010 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE JD PM 027-EFL ENGINEERING FINAL INSPE 20100182 4025 BRADY ST 9 06/04/2010 JD PM 027-EFL ENGINEERINGY - FINAL INSPE 20100183 4023 BRADY ST 9 06/04/2010 PZ AM 002-BKP BACKPILLL 20100193 2258 EMERALD LN 4H 06/02/2010 TPI AM 003-PLU PLUMBING - UNDERSLAB 06/14/2010 PZ 15:00 004-BSM BASEMENT FLOOR 06/14/2010 PZ 15:00 005-GAR GAR-AGE FLOOR 06/14/2010 JD PM 024-ESW ENGINEERING - SEWER / WAT 06/07/2010 DW 10:45 1725-SPO SPOT SURVEY 06/08/2010 PZ PM 026-STP STOOP 06/14/2010 DB PM 017-ESW ENGINEERING - SEWER / WAT 20100194 210 PORTAGE LN A 265 06/01/2010 TPI AM 018-PLO PLUMBING - UNDERSLAB 06/04/2010 PZ PM 019-PPS PRE-POUR, SLkS ON GRADE 06/04/2010 PZ PM 020-GAR GARAGE FLOOR 06/07/2010 DE PM 016-ESW ENGINEERING - S79ER / WAT 20100195 210 PORTAGE LN B 266 06/01/2010 TPI PM 017-PLU PLUMBING - UNDERSLAS 06/44/2010 PZ PM 018-GAR GARAGE FLOOR 06/07/2010 PZ AM 019-PPS PRE--POUR, SLAB ON GRADE 06/04/2010 DB PM 416-E8W 8.WGINEERING - SEWER / WAT 20100196 210 PORTAGE L.N C 267 06/01/2010 TPI AM 017-PLTJ PLUMBING - UNDERSLAB 06/03/2010 PZ PM 018-PPS PRE-POUR, SLAB ON GRADE 06/04/2010 PZ PM 019-GAR GARAGE FLOOR 06/07/2010 DES PM 015-ESW ENGINEERING - SEWER / WAT 20500197 210 PORTAGE LN D 268 06/01/2010 TPI AM 017-PLU PLUMBING - UNDERSLAB 06/03/2010 PZ PM 018-PPS PRE-POUR, SLAB ON GRADE 06/04/2010 DATE: 07/30/2010 UNITED C17-Z OF YORKVILLE PAGE: 8 TIME: 12:00:05 CALLS FOR INSPECTION REPORT TD: PT4A0000.WOW INSPECTIONS SCHEDUL2D FROM 06/01/2010 TO 06/30/2010 INSPECTOR SCHE:D. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE PZ PM 019-GAR GARAGE FLOOR 06/07/2010 DE PM 016-ESW ENGINEERING - SEWER / WAT 20100198 210 PORTAGE LN E 269 06/01/20].0 TPI AM 017-PLU PLUMBING - UNDERSLAB 06/03/2010 PZ PM 018-GAR GARAGE FLOOR 06/07/2010 PZ PM 019-PPS PRE-POUR, SLAB ON GRACIE 06/04/2010 DE PM 016-8SW ENGINEERING - SEWER / WAT 20100199 210 PORTAGE LN F 270 06/01/2010 TPI AM 017-PLU PLUMBING - ZFNDERSLAB 06103/2010 PZ PM 018-PPS PRE-POUR, SLAB OIL GRADE 06/04'`2010 PZ PM 019-GAR, GARAGE FLOOR 06/07/2010 TPI PM 004-FIN FINAL INSPECTION 20100202 622 WIN,DETT RIDGE RD 157 06/24/2010 PZ PAR 005-FIN FINAL INSPECTION 06/29/2010 PZ 13:30 002-PH POST HOLES 20100212 486 HONEYSUCKLE LN 163 06/18/2010 TPI 12:+30 003-RFR ROUGH FPAMING 06/24/2010 PZ PM 001-FTG FOOTING 20100223 1346 SPRING ST 175 06/01/2010 PZ AM 002-BKF BACKPILL 06/28/2010 PZ PM 023-FOO FOONDATION STEEL 06/10/2010 DW 10:25 024-SPO SPOT SURVEY 06/25/2010 PZ �.... PM 017-REL ROUGH ELECTRICAL 20100224 129 COMMERCIAL DR 16 05/14/2010 PZ PM 018-RFR ROUGH FRAMING 06/14/2010 PZ PM 019-RAMC ROUGH MECHANICAL 06/14/2010 TPI PM 028-FIN FINAL INSPECTION 06/24/2010 PZ PM 001-FTG FOOTING 20100230 3356 RYAN DQ 62 06/04/2010 PZ FM 002-BKF BACKFILL 06/15/2010 TPI AM 003-PLO PLUMESNG - UNDERSLAS 06/16/2010 DATE: 07/30/2010 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 12:00:05 CALLS 'FOR INSPECTION REPORT ID: PT4AOOQO,WOW INSPECTFONS SCHEDULED FROM 06/01/2010 TO 06/30/2010 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE DH AM 023-ESW ENGINEERINC - SEWER / WAT 06/02/2010 DE AM 024-ESS ENGINEZRING - STORM 06/02/2010 PZ PM 025-FOU FOUNDATION STEEL 06/09/2010 DW PM 026-SPO SPOT SURVEY 06/22/2010 PZ PM 001-MIS MISCELLANEOUS 20100231 612 SUTTON ST 164 06/11.•'2010 PZ PM 002-PH POST HOLES 20100238 534 KELLY AVE 159 06/08/201D PZ PM 003-RFR ROUGH FRAMING 06/16/2010 PZ PM 042-PH POST HOLES 20100240 363 BERTRAM DR 1109 06/18/2010 PZ AM 003-RFR ROUGH FRAMING 20100249 1836 ASTER DR 113 06/02/2010 PZ PM 004-FIN FINAL INSPECTION 20100250 2441 WAVERLY CIkR 234 0611-121IG PZ PM 002-PH POST HOLES 20100258 2936 7LLSWORTH DR 367 06/01/2010 PZ PM 003-RFR ROUGH FRAMING 06/11/2020 TPI PM (704-FIN FINAL INSPECTION 06/24/2010 PZ PM 002-FIN FINAL INSPECTION 20100262 1892 Y7P.L8H DR 103 06/30/2010 PZ PM 003-FIN FINAL INSPECTION 20100268 699 DENISE CT 40 06/09/2010 PZ PM 002-PH POST HOLES 20100270 576 RED TAIL LYRE 25 06/07/2010 PZ PM 003-FIN FINAL INSPECTION 06/14/2010 TPI PM 002-PPS PRE-POUR, SLAB ON GRADE 20100274 292 WINDETT RIDGE RD 20 06/22/2010 PZ PM 001-FIAT FINAL INSPECTION 20100278 125 W WHEATON AVE 10 06/10/2010 TPI AM 002-PLF PLUMBING - FINAL 06/10/2010 TPI PM 003-PL,F P:,UMBING - FINAL 0E/16/2010 PZ, All 002-PH POST HOLES 20100281 424 SUTTON ST 226 06/47/2010 TPI Alai 002-PH POST HOLES 20100283 1019 JOHN ST H 3 06/22/2010 PZ PM 001-FIN FINAL INSPECTION 20100286 210 W KENDALL DR 6 06/08/2010 DATE: 07/30/2010 UNITED CITY OF YORKVILLE PAGE: ID TIME: 12:00:08 CALLS FOR INSPECTION REPORT ID; PT4AOOOO.WOW INSPECTIONS SCHEDULED FROM DG/Cl/2C10 TO 06/30/22010 INSPECTOR SCHED. COMP. TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE TPI AM 001-RFR ROUGH FRAMING 20100294 1282 TAUS CLR 119 06/20/2010 TPI AM 002-REL ROUGH ELECTRICAL 06/24/2010 TPI AM 003-RMC ROUGH MECHANICAL 06/24/2010 TPI pm 004-PLR PLUMBING - ROUGH 06/25/vO10 PZ PM 005-INS INSULATION 06/30/2010 PZ PM 002-PH POST HOLES 20100257 2285 CRYDER CT 425 06/17/209,0 PZ 15:00 016-FTG FOOTING 20100300 410 3 SPRING ST 19 06/30/20x0 PZ PM 001-FTG FOOTING 20100305 2347 EMERALD LN 105 06/29/2010 PZ PM 023-FOU FOUNDATION STEEL 06/30/2010 PZ -PAS 002-PFiF POST HOLE - FENCE 20100310 4542 HARRISON ST 1113 06/28/2010 PZ PM 002-PPS PRE-POUR., SLAB ON GRADE 20100313 1934 COUNTRY HILLS DR 124 06/18/2010 PZ PM 002 PPS PRE-POUF, SLAn ON GRADE 20100315 4433 PLEASANT CT 1202 06/29/2O1C TPI 11:00 002-PH POST MOLES 20100320 1543 MONTROSE CT 11 06/24/2010 PZ PM 004-FIN FINAL INSPECTION 20100323 109 W KENDALL DR 06/30/2010 PZ PM 004-FIN FINAL INSPECTION 20100324 207 W MADISON ST 06/30/2010 PZ AM 001-FTG FOOTING 20100325 1102 YATE DR 42 06/28/2010 MR P13 023-ESW ENGINEERING - SEWER / WAT 06/23/2010 PZ F14 024-FOCI FOUNDATION STEEL 06/36/2010 PZ PM 0022-PH POST HOLES 20100328 2532 LYMAN LOOP 72 06/28/2010 PZ PM 003-FIN FINAL INSPECTION 20100333 407 PARK ST 06/30/2010 PZ PM 028-PIN FINAL INSPECTION 20100335 676 HAYDEN DR 68 05/29/2010 TPI AM 029-PLF PLUMBING - FINAL 06/29/2010 DATE: 07/30/2410 UNITED CITY OF YORKVIILLE PAGE: it TIME: 12:00:05 CALLS FCR INSPECTION REPORT ID: PTAA0000.WOk INSPECTIOMS SCPEDULED FROM 06/01/2030 TO 06/30/2010 INSPECTOR SCHED. COMP, TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE PERMIT TYPE. SUMMARY! ADD ADDITION 4 AGP ABOVE-GROUND POOL 2 BDO COMMERCIAL BUILD-OUT 13 BSN( BASEMENT REMODEL 9 COM COMMERCIAL BUILDING 11 FCX DECK 19 FNC FENCE 5 GEAR GA12AG£ 1 LSP 1 OCC OCCUPANCY PERMxT 24 PTO PATIO / PAVERS 3 REM REMODEL 9 RES, i ROF F?OOFING 9 SFA SINGLE-FAMILY ATTACHED 24 SFD SINGLE-FAMILY DETACHED 99 Emn SHED 2 TPL TEMPORARY POOL I INSPECTION SUMMARY: RKF BACKFILL 3 BSM BASEMENT FLOOR 2 EDA ENGINEERING - DRIVEWAY APRON I EFL ENGINEERING - FINAL INSPECTION I7 FLA ELECTRIC ABOVE CEILING 1 ELS ELECTRIC SERVICE 1 ELU ELECTRICAL - UNDERSL,A33 1 EPW ENGINEERING- PUBLIC WALK 3 ESS ENGINEERING - STORM 3 ESW ENGINEERING - SEWER / WATER 9 FIN FINAL INSPECTION 41 FOU FOUNDATION STEEL 5 FTG FOOTING 5 GAP. GARAGE FLOOR 9 INS INSULATION 7 MIS MISCELLANEOUS Z PH POST HOLES 10 PHF POST HOLE - FENCE ]. PLA PLUMBING ASOVE CEILING 1 PLF PLUMBING - FINAL 29 PLR PLUMBING - ROUGH 9 PLU PLUMBING - UNDERSLAB 16 PPS PRE-POUR, SLAB ON GRADE 13 REL ROUGH ELECTRICAL 11 RFR ROUGH FRAMING 15 RMC: ROUGR MECHANICAL g RPZ PLUMBING - RPZ VRLVE I SPO SPOT SURVEY 3 DATE: 07/3D/2010 UNITED CITY OF fORKVILLE PAGE: 12 TIME: 12:00:05 CALLS FOR INSPECTION REPORT !D: PT4110000.WOW INSPECTIONS SCHEDULEn FROM 06/01/2010 TO 05/30/2010 INSPECTOR SCHED. COMP, TIME TYPE OF INSPECTION PERMIT ADDRESS LOT DATE DATE STP STOOP 2 INSPECTOR SUMMARY: DE DARRELL BUSCH 8 DW D WEINERT 3 ICC ICCI INSPEC'T'OR 19 JD JACKIE DEARBORN 18 MR MIKE ROBINSON 7 PZ PAUL ZABEL 111 TPI TPS INSPECTION SERVICES 65 STATUS SUMMARY: C Icc 1 c JD '7 C MR 5 C PZ 26 C TPI 19 I DD 8 I DW I ICC 19 I XD 11 I hilt 1 I PZ SI I TPIi T MR 1 T PZ 4 T TPI 4 REPORT SUMMARY: 231 Reviewed By: Agenda Item Number J� Legal ❑ ._ ' Finance F1 ' EST. 1836 =� Engineer ❑ Tracking Number 0 f� �.� City Administrator ■ �1a O Consultant ❑ Agenda Item Summary Memo Title: Foreclosure Update Meeting and Date: EDC /August 3, 2010 Synopsis: Report of ongoing activities related to foreclosures in Yorkville. Council Action Previously Taken: Date of Action: n/a Action Taken: Item Number: Type of Vote Required: None Council Action Requested: No action Submitted by: Krysti J. Barksdale-Noble, AICP Cozrununity Development Name Department Agenda Item Notes: See attached staff memo. Memorandum EST. = 1836 To: Economic Development Committee From: E rysti J. Barksdale-Noble, Community Development Director f CC: Bart Olson City Administrator Date: August 3, 2010 Subject: Foreclosure Update Attached is the monthly foreclosure report for June 2010 provided by the Yorkville Economic Development Corporation (YEDC) for the cities of Yorkville, Plano, Oswego and Montgomery in Kendall County, Illinois. The following table and graph illustrates the trend in foreclosures in various stages of the process including pre-foreclosure, bank-owned and auctioned properties for the City of Yorkville from January 2010 to June 2010. Note that the number of auctioned properties decreased, while bank-owned and properties in pre-foreclosure slightly increased in Yorkville during the month of June. Table 1.Yorkville, IL Foreclosures Jan-10 Feb-10 Mar-10 Apr-10 May-10 June-10 Auction 37 42 43 93 85 () I Sank-Owned 244 250 254 270 299 310 Pre-Foreclosures 324 308 338 313 338 19 TOTAL 605 600 635 676 722 723 Source: Yorkville Economic Development Corporation Yorkville, IL Foreclosures 350 300-; 250-'] - 200 —I J ❑ Auction 150 I I R Bank-Owned 100 a ❑ Pre-Foreclosures 50 — — 0 -M,41 C --f Jan-10 Feb-10 Mar-10 Apr-10 May-10 Jun-10 Source: Yorkville Economic Development Corporation Finally, at the last Economic Development Committee meeting, it was requested that staff provide the addresses of the properties listed in foreclosure, if available. YEDC receives its foreclosure list from www,;iII io-ekdosur�conb however complete addresses are not provided without a paid monthly subscription. A sample page from the website has been attached for your reference. Kendall County, IL Foreclosures July 12,2010 Auction Bank Owned Pre-foreclosures Yorkville (60560) 64 310 349 Plano (60545) 74 179 204 Oswego (60543) 76 132 344 Montgomery (60538) 131 153 294 Source of Information http://www.all-foreclosure.com/freesearch. htm Foreclosures In 60560 - 60560 Foreclosed Homes Page 1 of I All Foreclosure Infermadon and Resource_ Foreclosure Lists All Properties I Default Properties I Auction Properties I Bank Owned Bank Foreclosure Listings There are 343 properties of all types in 60560 #Trial! Smaller State Banks I Asset Manager Lists I You can use the Default,Auction and Bank Owned tabs to refine your search Government Listings Address Bed/Bath/Sq Ft Price Entered 7ip Code searcli Pre-Foreclosure Listings Raintree Rd New Search By ZipCode Free PreForeclosure Lists Yorkville,IL 60560 0/1/0 Erter A 5 Digit Zip Code Agent Listed Property $322,201 07/23/x010 ,k/ La raer Photo&More Detail State Map Search and; Fox Glen Dr W Yorkville, IL 60560 0/1/0 Search B Zi Code $2sa,21a 07/23/2010 �---�-�—� Resources !.., Larger Photo&Mote Detail Discussion Board Red Gate Ln City Search California Foreclosures Yorkville, IL 60560 0/1/0 $457,376 07/23/2010 1 search a complete city: Real Estate Definitions Larger Photo&More Detail Industry Links 4 Gilda Ct Format roost he In Trustees&Posting Co.s ! Yorkville,IL 60560 0/ 1/0 $598,935 07/23/2010 crty wane,slate REO-BPO Providers ( Larger Photo&More oet„ail mrmac ca oEta n resins. Investment Tools Walsh Cir Search B Cil Other Informational Sites ; i ` Yorkville,IL 60560 0/ 1/0 $235,023 07/23/201() Discussion Archives I Larder Photo&More Qetall New Map Search Bertram Dr#A Articles Yorkville,IL 60560 0/1/0 $144,632 07/23/2010 - Larger Photo&More Detail Foreclosure Help .4 4 Scams Dalton Ave - Lease Buybacks Yorkville,IL 60560 0/1/0 $137,428 07/23/2010 California Timeline Larger photo$More Detaii Introduction to Investing Deerpoint Ln Ready to Invest? Yorkville,IL 60560 4/2/0 $264,423 07/23/2010 =lick here or on the Map to Investing 101 Laroer Photo&More Detail search a Complete county, Investing 11 1 Bertram Dr#A Judicial vs. Non Judicial Yorkville,IL 60560 0/1/0 $137,068 07/23/2010 Buying at Trustee's Sale Larger Photo&More Detail Using Property Data Patricia Ln Finding Distressed Property` How Much Work? I Yorkville,IL 60560 0/1/0 $245,753 ()7/23/2010 Larger Photo_&More Detail Housing Trends Lender Motivations E Somonauk St Learning Property Values Yorkville,IL 60560 0/1/0 $233,828 07/23/2010 Laraer Photo&More Detail [1] 2 3 4 5 6 Next Last http://www.all-foreclosure.com/zip Iistings/60560/propertyl.htm 7/28/2010 0 cl;p, Reviewed By: Agenda Item Number Legal ❑ ti Finance ❑ EST. . 1836 Engineer ❑ Tracking Number •t City Administrator ■ 0� ;;S� O Consultant ❑ — —.y ❑ �.� PC 2010-08 & ZBA 2010-02 Agenda Item Summary Memo Title: U.S. Cellular Special Use and Height Variance for a new Telecommunications Tower Meeting and Date: EDC/August 3, 2010 Synopsis: Recommendation of Plan Commission and Zoning Board of Appeals for a proposed new Telecommunications Tower at Eldainain Rd. and US Route 34. Council Action Previously Taken: Date of Action: Action Taken: Mein Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: K:ysti J. Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: See attached staff memos and supporting documents. D Cl p Memorandum F p To: Economic Development Committee EST. , 1836 From: Krysti J. Barksdale-Noble, Community Development Director ,4 r—. CC: Bart Olson, City Administrator O 1�..e � O Date: July 30, 2010 Subject: U.S. Cellular— 1947 US Route 34 < .E � Special Use and Height Variance request for a new Telecommunications Tower at Eldamain Road and Route 34 Background & Request: U.S. Cellular is requesting Special Use approval and a height variance for the construction of a new telecommunications tower to be Iocated at the northeast corner of Eldamain Road and US Route 34 in Yorkville, Illinois. As proposed, the 194' tall cell tower and approximately 10' tall equipment shelter will be secured by a six-foot tall wooden fence. Landscaping is also planned around the perimeter of the fence for screening. The overall property is approximately 1.89 acres, inclusive of an existing commercial building and parking area, and is used for a transmission repair shop. The property is zoned B-3 Service Business District, which identifies telecommunication towers as special uses. U.S. Cellular is contracted to lease an approximately 3,600 square foot area on the property for 5-years with an option for 30 years. i Zoning Board of Appeals Action; The Zoning Board of Appeals reviewed the request at a public hearing held on July 7, 2010 and made a motion to recommend approval of a height variance from Section 10-15-51) to permit the proposed new 194' tall telecommunications tower. 5 ayes; 0 no Standards for Variations (10-14-5) of ZoninP, Ordinance: C. Standards for Variation: The Zoning Board of Appeals must base its decision to vary, or recommend varying, any regulation of the Zoning Ordinance upon the following standards: 1. Because the particular physical surroundings, shape or topographical conditions of the specific property involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience, if the strict letter of the regulations was carried out. 2. The conditions upon which the petition for a variation is based are unique to the property for which the variation is sought and are not applicable, generally, to other property within the same zoning classification. 3. The alleged difficulty or hardship is caused by this Title and has not been created by any person presently having an interest in the property. 1 4. The granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located. S. The proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets, or increase the danger to the public safety, or substantially diminish or impair property values within the neighborhood. Plan Commission Action: The Plan Commission reviewed the request at a public hearing held on July 14, 2010 and made a notion to recommend Special Use approval for a proposed new telecommunications tower located at 1947 US Route 34 in the B-3 Service Business District: 9 ayes; 0 no The Plan Commission reviewed the following standards when preparing the recommendation to approve: Special Use Standards (10-14-6 of Zoning Ordinance) P. Standards: No special use shall be recommended by the Plan Commission unless said Commission shall find that: 1. The establishment, maintenance or operation of the special use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort or general welfare. 2. The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood. 3. The establishment of the special use will not impede the nonnal and orderly development and improvement of surrounding property for uses permitted in the district. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or are being provided. S. Adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. 6. The special use shall in all other respects conform to the applicable regulations of the district in which it is located, except as such regulations may in each instance be modified by the city council pursuant to the recommendations of the plan commission. Staff Recommendation: Staff recommends approval of the height variance and special use for the telecommunications tower on this property. Attached are staff's memorandums to the ZBA and Plan Commission for your reference. Both recommendations from the ZBA and Plan Commission will be forwarded concurrently to the City Council for final approval at the August 10`x' meeting. 2 Cf r�°+ Memorandum r '� s To; Zoning Board of Appeals From: Krysti J. Barksdale-Noble, AICP,Community Development Director 0 CC: Bart Olson, City Administrator Date; July 2, 2010 Cr Subject: ZBA 2010-02 U.S. Cellular Height Variance Request for a New Telecommunications Tower ZBA PUBLIC HEARING: The City has received an application for a variance From the City's Zoning Ordinance. A public hearing has been scheduled before the Zoning Board of Appeals to be held on Wednesday, July 7, 2010, at 7:00 pm at the Yorkville Public Library Meeting Room(902 Game Farm Road). PROJECT DESCRIPTION: The applicant, U.S. Cellular, has submitted an application for a variance from the City's Zoning Code regarding the maximum permitted height requirement for a new telecommunications tower. As proposed, U.S. Cellular will lease an approximately 3,600 square foot area of a property located at the northeast corner of Eldamain Road and US Route 34 in Yorkville, Illinois. The legal description of the subject property is attached to this report. The overall property is approximately 1.89 acres, inclusive of an existing commercial building and parking; area, and is used for a transmission repair shop. The property is zoned B-3 Service Business District, which identifies telecommunication towers as special uses. A public hearing before the Plan Commission is scheduled for July 14, 2010 regarding U.S. Cellular's Special Use request. Both recommendations from. the ZBA and Plan Commission will be forwarded concurrently to the City Council for final approval. REQUEST: The applicant is requesting to construct a new 194 foot tall telecommunications tower, as measured from the finished grade to the top of the lightening rod. Per Section 10-15-51), the maximum permitted height of a new tower is 100 feet. EXISTING CONDITIONS: The existing zoning and land use for properties surrounding the subject property are as indicated below: 7�rriing L240 use North B-3 Service Business District(Cobblestone North) Agriculture/Undeveloped Eva B-3 Service Business District (Cobblestone North) Agriculture/Undeveloped B-3 Service Business District(Cobblestone Commons) US Route 34/Agriculture y� Eldamain Road/ West Unincorporated Kendall County/Plano, Illinois Fox Valley Family Center YMCA(Plano, Illinois ENGINEERING JUSTIFICATION: Section 10-15-5M of the City's Zoning Ordinance states no new tower can be permitted unless a written narrative by the applicant justifies the need for the requested telecommunications tower to the reasonable satisfaction of the Zoning Board of Appeals and addresses the following: 1. No existing antennas, antenna structures or towers are located within the geographic arca required to meet petitioner's engineering requirements; 2. Existing antennas, antenna structures, towers or other structures are not of sufficient height to meet petitioner's engineering requirements; 3. Existing antennas, antenna structures, towers or other structures do not have sufficient height to meet petitioner's engineering requirements; 4. The petitioner's proposed antenna, antenna structure or tower would cause electromagnetic interference with an existing antenna, antenna structure or tower or the antenna on the existing structure would cause interference with the petitioner's proposed antenna. 5. The fees, costs, or contractual provisions required by the owner in order to share an existing antenna, antenna structure, or tower or to adapt to an existing antenna, antenna structure, or tower are unreasonable. Costs exceeding new antenna, antenna structure, or tower development are considered unreasonable. 6. The petitioner demonstrates that there are other limiting factors that render existing antenna, antenna structures, or towers or other structures unsuitable. 7. The applicant demonstrates that and alternative technology that does not require the use of towers or structures, such as a cable micro sel I network using multiple low powered transmitters and receivers attached to a wire line system, is unsuitable. Cost of alternative technology that exceeds new tower or antenna development shall not be presumed to render the technology unsuitable. Attached is a copy of the applicant's response to the engineering justification for the proposed new telecommunications tower, STANDARDS FOR GRANTING A VARIANCE: The Zoning Board of Appeals must base its decision to vary, or recommend varying, any regulation of the Zoning Ordinance upon the following standards(Section 10-14-5C): 1. Because the particular physical surroundings, shape or topographical conditions of the specific property involved, a particular hardship to the Owner would result, as distinguished from a mere inconvenience, if the strict letter of the regulations was carved out. 2. The conditions upon which the petition for a variation is based are unique to the property for which the variation is sought and are not applicable, generally, to other property within the same zoning classification. 3. The alleged difficulty or hardship is caused by this Title and has not been created by any person presently having an interest in the property. 4. The granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is Iocated. 5. The proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets, or increase the danger to the public safety, or substantially diminish or impair property values within the neighborhood. ZBA ACTION: Upon closing the hearing, staff requests that the Zoning Board of Appeals make its findings for height variance based upon each of the standards listed above and evidence provided by the applicant in the engineering justification, The purpose of the standards is to help guide you in making your decision. Municipal Code 10-14-5 (D)outlines occasions when the Zoning Board of Appeals may make a final determination. Tower and Antenna Regulations are not covered by this Section; therefore, the ZBA will be making a recommendation to the City Council regarding this variance request. After making your findings, a recommendation regarding the variance request will then be forwarded to the City Council. Your recommendation may be to approve the requested variance, recommend approval of the requested variance with condition(s) or recommend denial of the requested variance. I 39 ,�ctc° e!), United City of Yorkville ZI 800 Game Farm Road E. -- Yorkville, Illinois 60560 o fe .r TelEllhone: 630-5534350 = 20 CFax: 630-553-3436 (kE ZBA# 9,01 C) (� APPLICATION VARIANCE REQUEST i Date of Submission. S -2`- 1O 1. Name of Petitioner(s): _ S Ce \\v,�q V Address: Phone Number: Fax Number: Email Address: 2. Name of holder of legal title, if different from#1: 1C\NN If legal title is held in a land trust, list the names of all holders of any beneficial interest therein: D� - cc�«C\ L)►.�xr kS t�y.rn K 26(e O 4. a. Street address and physical location of subject property: tClLk l a<z, V� td t,,;o,�! b. Proposed name of subdivision(if any): c. Legal description of property for which zoning variance is sought: p,ru,;e gce (If more space is needed,attach as"Exhibit A".) d. Kendall County Parcel Number(s) of property for which variance is sought: 02— \S- 3c.0 - 00 Ct United Ciry of Yorkvifle Varimce Request Application Revised' [L9.- 9 40 5. Names and addresses of any adjoining or contiguous landowners and property owners within 500 feet of subject parcel for which variance is requested entitled to notice of petition under any applicable City ordinance or State Statute: (Attach a separate list as"Exhibit B".) 6. State the variance requested and the City ordinance including the section numbers to be varied: iZlS tc1l..�gtr � cxu.r5� C-ic[ art-.\GVA UP2=\P WCL FOCI- P"Z94A,Sst R i� 41�„5 C,K-Ici IA-( 'cs lRl� t PMa. ,NC 7. Name, address, phone number, fax number,and email address of person to whom inquiries regarding this petition may be directed: rney: Narne: h,9- • IL 1�. ,5�;—•ktic� Address: Phone Number; Fax Number: Email Address: S. Submit application with a filing fee in the amount of$85.00. Note: Owner/Developer will be responsible for payment of$500 deposit for consultants(i.e. legal review, land planner;zoning coordinator, environmental, etc,). In addition, owner/developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing. Should owner/developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. 9. Submit 35 copies of each of the application,proposed drawings,location map, site plan,and any other pertinent materials,and one CD containing electronic copies (pol) of each of the application (complete with exhibits),drawings,rnap,and site plan to the Community Development Department. Large items must be folded to ft in a 10"x 13"envelope. United City of Yorkvillc Variance Request Application Revised: 1 29.09 i 41 In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct: Petitioner(s) or legal property owner's signature must appear on this application. �-Y%C r Subscribed and sworn before me this . day of M _ 200 Notary Public Q*VK SEAL KATE SKINNER -WY RAW-STATE OF UJM Notary Stamp EXPM01 2Ttl4 THIS APPLICATION MUST BE NOTARIZED. United Ciry of Yorkville Variance Request Application Revised: 1.29.09 LEGAL DESCIPTION OF PARENT PARCEL THAT PART OF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN BEING DESCRIBED BY; COMMENCING AT A POINT ON THE WEST LINE OF SAID SOUTHWEST QUARTER AT THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF ILLINOIS ROUTE NO.34 FOR THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 10 MINUTES 28 SECONDS EAST ALONG THE WEST LINE OF SAID SECTION, 600 FEET,, THENCE SOUTH 84 DEGREES 36 MINUTES 32 SECONDS EAST PARALLEL WITH SAID NORTH LINE OF ROUTE NO. 34, 148.00 FEET; THENCE SOUTH 00 DEGREES 10 MINUTES 28 SECONDS WEST PARALLEL WITH SAID WEST LINE, 600 FEET TO SAID NORTH LINE; THENCE NORTH 84 DEGREES 36 MINUTES 32 SECONDS WEST ALONG SAID NORTH LINE, 148.00 FEET TO THE POINT OF BEGINNING IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS; EXCEPT THAT PART OF THE SOUTHWEST QUARTER OF SAID SECTION 19-37-07 DESCRIBED AS FOLLOWS' COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;THENCE NORTH 00 DEGREES 10 MINUTES 27 SECONDS EAST 369.24 FEET ON AN ASSUMED BEARING ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 10 MINUTES 27 SECONDS EAST ALONG SAID WEST LINE 600 FEET; THENCE SOUTH 84 DEGREES 36 MINUTES 32 SECONDS EAST 50.21 FEET; THENCE SOUTH 00 DEGREES 10 MINUTES 27 SECONDS WEST 537.74 FEET; THENCE SOUTH 49 DEGREES 22 MINUTES 39 SECONDS EAST 81.47 FEET; THENCE SOUTH 84 DEGREES 36 MINUTES 32 SECONDS EAST 35.53 FEET; THENCE SOUTH 00 DEGREES 10 MINUTES 27 SECONDS WEST 16.06 FEET TO THE EXISTING NORTH RIGHT OF WAY LINE OF U.S. ROUTE 34; THENCE NORTH 84 DEGREES 36 MINUTES 32 SECONDS WEST 148.00 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS. LEGAL DESCRIPTION OF NEW U.S. CELLULAR LEASE AREA COMMENCING AT FOUND IRON PIPE AT NORTHEAST CORNER OF PARENT PARCEL; THENCE SOUTH 00 DEGREES 49 MINUTES 21 SECONDS EAST ALONG EAST LINE OF AFORESAID PARENT PARCEL 49.06 FEET; THENCE SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 6.73 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00 DEGREES 49 MINUTES 21 SECONDS -EAST 60,00 FEET TO THE POINT HENCEFORTH KNOWN AS POINT "A"; THENCE SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 60.00 FEET;THENCE NORTH 00 DEGREES 49 MINUTES 21 SECONDS WEST 60.00 FEET; THENCE NORTH 89 DEGREES 10 MINUTES 39 SECONDS EAST 60.00 FEET TO THE POINT OF BEGINNING. CONTAINING 3,600.0 SQUARE FEET OF LAND, MORE OR LESS,ALL IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS, LEGAL DESCRIPTION OF - NEW U.S.CELLULAR UTILITY EASEMENT COMMENCING AT THE AFORESAID POINT "A', THENCE SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 60.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 30,65 FEET TO THE EAST RIGHT-OF-WAY LINE OF ELDAMAIN ROAD; THENCE NORTH 00 DEGREES 49 MINUTES 21 SECONDS WEST 8.00 FEET ALONG AFORESAID EAST RIGHT-OF-WAY LINE; THENCE NORTH 89 DEGREES 10 MINUTES 39 SECONDS EAST 30.65 FEET; THENCE SOUTH 00 DEGREES 49 MINUTES 21 SECONDS EAST 8.00 FEET TO THE POINT OF BEGINNING. CONTAINING 245.2 SQUARE FEET OF LAND, MORE OR LESS, ALL IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS, LEGAL DESCRIPTION OF NEW U.S. CELLULAR ACCESS EASEMENT BEGINNING AT THE AFORESAID POINT 'A°; THENCE SOUTH 00 DEGREES 49 MINUTES 21 SECONDS EAST 12.00 FEET; THENCE SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 90,65 FEET TO THE EAST RIGHT-OF-WAY LINE OF ELDAMAIN ROAD; THENCE NORTH 00 DEGREES 49 MINUTES 21 SECONDS WEST 12.00 FEET ALONG AFORESAID EAST RIGHT-OF- WAY LINE; THENCE NORTH 89 DEGREES 10 MINUTES 39 SECONDS EAST 90.65 FEET TO THE POINT OF BEGINNING.CONTAINING 1067.8 SQUARE FEET OF LAND,MORE OR LESS,ALL IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. CERT-1.{ICATION OF MAILING AYFIDAVIT The undersigned, being first duly sworn on oath states as follows: 1. That he/she is the Designated whether owner of property/contract purchaser /or duly authorized agent for one of the above(circle one)of the property that is the subject of the Special Use Petition and Height Variation to constnmet an unmanned 194' self-supporting monopole tower,equipped with exterior receiving and transmitting antennas at Site. Based on the current lot size of 1.89 acres and the current allowable height of 100', US Cellular request a Special Use for its' site location and Height Variation of 94' Mark D. and Leann E.Savitski (Please designate trust numbers and all beneficiaries thereunder if applicable)for property located and commonly known as 2590 Ogden Avenue. 2. That the attached Public Notice,marked as Exhibit"A",was served on all of the parties whose names and addresses are identified on the attached Certificate of Mailing listing, marked as Exhibit"B", by mailing a copy of said Notice to all of the parties identified on Exhibit "B", at the addresses identified on Exhibit "B", by depositing said Notices in the United States Mail, at(city), (state), with proper postage for Certification of Mailing on the ZS day of 'S°,kr\c 20--10_. e,,t Designate hether Owner of Property, contract purchaser or Duly Authorized Agent for one of the above. Signature Subscribed and sworn before me this a day of ZS wnN , 20 l O . Notary Public ro;! P�s B M.PAM W COMMiSSON E MHES My Commission expires 20 1 l n; SEMMMR 17,2011 PIN NO.. PROPERTY STREET ADDRESS IPROPERTYOWNER JOWNER MAILING ADDRESS 02-30-100-015 SW corner U.S.Route 34& Eldamain Rd, 02-19-300-014 11925 Route 34 02-19-300-013 11931 Route 34 01-25-200-009 SW corner U.S.Route 34& Eldamain Rd. 01-24-400-006 Sw corner U.S.Route 34& Eldamain Rd. 01-24-400-008 NW corner U.S.Route 34& Eldamain Rd. 01-24-400-009 3875 Eldamain Rd. 01-24400-010 Eldamain Rd. 01-24-400-024 Eldemain Rd. As of the effective date of May 19, 2010 the above table represents the parcels and owners within a 500 foot radius of PIN NO. 02-15- 300-009 Agenda Item ZBA 2070-02 U.S.Cellular—Engineering Justification Responses a. No existing antennas, antenna structures or towers are located within the geographic area required to meet petitioner's engineering requirements; There are no existing structures or towers within 2,5 miles of the proposed tower that fit the needs US Cellular and our customers. The next closest towers to the west is located at: 719 East Main St. Plano, 11 60545 at 165`. The closes tower to the west is a co- location US Cellular is currently working to get on, 3531 Route 47„ Yorkville, I1., at about 2.3 miles away. b. Existing antennas, antenaua structures, towers or other structures are not of sufficient height to meet petitioner's engineering requirements; The two existing towers, at 719 East Main St. Plano, 11 64545 and 3531 Route 47., Yorkville, 11, are at maximum height 165' and 240' respectively and will not reliability provide coverage to the proposed location. Please see attached coverage plots. The cooler colors represent good coverage while the warmer colors represent bad coverage. Our goal is light blue which means reliable in residence coverage. Here is a legend. Blue- Reliable in building coverage Light Blue- Reliable in residence coverage Green - Reliable in vehicle coverage Yellow - Marginal in vehicle coverage Pink - Out door coverage Red - Unreliable outdoor coverage Black - No Coverage c. Existing antennas, antenna structures, towers or other structures do not have sufficient height to meet petitioner's en&eering requirements; Please see above answer for question b. d. The petitioner's proposed antenna, antenna structure or tower would enuse electromagnetic interference with an existing antenna, antenna structure or tower or the antenna on the existing structure would cause interference with the petitioner's proposed antenna. Our proposed location and height will not interfere with any existing TV, Radio, or microwave stations. e. The fees, costs, or contractual provisions required by the owner in order to share an existing antenna, antenna structure, or tower or to adapt to in existing antenna, antenna structure, or tower are unreasonable, Costs exceeding new antenna, antenna structure, or tower development are considered unreasonable. ®;\Development\ZBA Submittals\ZBA 2010-02, US Cellular,variance\US Cellular Engineering Justification.doc Agenda Item ZBA 2010-02 U.S. Cellular—Engineering Justification Responses f. The petitioner demonstrates that there are other limiting factors that render existing antenna, antennas structures, or towers or other structures unsuitable'. There are no other existing structures available to US Cellular to locate on. g. The applicant demonstrates that and alternative technology that does not require the use of towers ov structures, such as a cable micro sell network using multiple low powered transmitters and receivers attached to a wire line system, is unsuitable. Cost of alternzdve technology that exceeds new tower or antenna development shall not be presumed to render the technoiogy unsuitable. At this time no other solutions are available to US Cellular which would provide the necessary coverage for this area. O:\Development\ZBA Submittals\ZBA 2010-02, US Cellular,variance\US Cellular Engineering Just€fication.doc e� R 1 IL I � rA■ �f ej � �� ra IN A Y 96 —Ar n 'F •o �• , #y . Ll 9_ 16 IL " 1 IL ijI� `. 1 � it •�- r S _ 4 IL rI f i",i,A I, as } 16 ,I. r 1 I d `.��fl Clry �2 Memorandum M EST. ±� 1936 To: Plan Convnission From: Kiysti J. Barksdale-Noble, A1CP, Community Development Dii,ector CC: Bail Olson, City Administrator Date: July 9, 2010 <LE Subject: PC 2010-08 U.S. Cellular Special Use - New Telecommunications Tower BACKGROUND & PROJECT DESCRIPTION: The applicant, U.S. Cellular, is requesting Special Use approval for the construction of a new telecoimnunications tower to be located at the northeast corner of Eldamain Road and US Route 34 in Yorkville, Illinois, U.S. Cellular is contracted to lease an approximately 3,600 square foot area on the property for 5-years with an option. for 30 yews. The overall property is approximately 1.89 acres, inclusive of an existing coniniercial building and parking area, and is used for a transmission repair shop. The property is zoned B-3 Service Business District, which identifies telecommunication towers as special uses. As proposed, the 194' tail cell tower and approximately 10' tall equipment shelter will be secured by a six-foot tall wooden fence. Landscaping is also planned around the perimeter of the fence for screening. The applicant has requested a height variance for the tower and a public hearing before the Zoning Board of Appeals was Feld on July 7, 2010. The request was unanimously recommended for approval and both recommendations from the ZBA and Plan Corrunission will be forwarded concurrently to the City Council for final approval. I EXISTING CONDITIONS: The existing zoning and land use for properties sun-ounding the subject property are as indicated below: Zoning Land Use North B-3 Service Business District (Cobblestone North) AgricultureXndeveloped East B-3 Service Business District (Cobblestone North) Agriculture/Undeveloped South B-3 Service Business District (Cobblestone Commons) US Route 34/Agriculture Eldamain Road/ West Unincorporated Kendall County/Plano,Illinois Fox Valley Family Center YMCA (Plano,Illinois The 2008 Comprehensive Plan update designates the future land use of this property as commercial. TOWER AND ANTENNA REGULATIONS COMPLAINCE: As set forth in Title 10 Chapter 15: Tower and Antenna Regulations of the City's Zoning Ordinance, the tower and equipment shelter must meet the setback, lot coverage and separation distance requirements. The following tables illustrate the applicant's compliance with these regulations: Table 1 - Bulk/Setback Requirements for Tower and Equipment Shelter(Sec(ion: 10-7D-4) Required Setback Proposed Proposed Compliant (B-3 District) Setback Setback (Yes/No) (Tower) (E ui incut Shelter Front Yard 50 ft 60.63 ft 66.13 ft Yes (Eldamain Road) Side Yard 20 ft 83.18 ft 78.99 ft Yes (North) Corner Yard 30 ft 500 ft 479.63 ft Yes (US Route 34 Rear Yard (East) 20 ft 3 6.7 5 ft 20 ft Yes Table 2-Lot Coverage: Maximum of 50% of the lot area can be occupied by buildings and structures, including accessory buildings (Section 10-7D-5) Total Proposed Lot Maximum Lot Coverage Compliant Coverage (Yes/No) Proposed Development (Existing Building, Tower, ±4,822.60 sq. ft. (.11 ac) ±41,164 sq. ft. (.94 ac.) Yes Equipment Shelter and Future Caner Areas) Table 3 - Separation Distance Requirements for Tower(Section 1045-5E) Off Site Use/ Required Separation Provided Separation Compliant Designated Area Distance Distance (Yes/No Single-Family or Duplex • Vacant SF or Duplex 1,259.73 ft. (Platted) 500 ft Min. distance to nearest Yes • Vacant SF or Duplex existing residence (Un- latted) Existing Multi-Family 100 ft or 100%of tower N/A N/A (greater than Duplex) height Non-residentially zoned lands or non-residential None. Only setbacks apply See Table 1 above Yes Fox River or any water 500 ft., as measured from More than 1,000 ft.from yes course shore Rob Roy Creek Major highways 500 ft, from the ROW 500 ft S Route 34 Yes STAFF COMMENTS & RECOMMENDATIONS: • The Landscape Plan illustrates the installation of 39 arborvitae trees. Per Section 8-12-3 of the City's Landscape Ordinance requires a rrtixture of trees with a maximum. of 33% of any one type of genus. Staff recommends the applicant revise the Landscape Plan to revise the plan with review and final approval by staff. • The plans indicate the potential for an additional three (3) carrier- shelters. Section 10-15- 5K states that no more than three (3) equipment shelters are allowed, but multiple equipment shelters can be contained under one roof if at all possible. • All future carrier shelters will have to maintain the required setbacks as provided in Section 10-7D-4. • Plans have been forwarded and reviewed by the City of Plano and Kendall County Engineer. There is no conflict with the current Plano/Yorkville Boundary Agreement regarding the proposed cell tower. However, the applicant will need to obtain approval frorn the County to construct the new access point on Eldamain Road. SPECIAL USE CRITERIA: Section 10-14-6F of the City's Zoning Ordinance establishes standards for special use requests. No special use shall be recommended by the plan commission unless said commission shall find that; I. The establishment, maintenance or operation of the special use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort or general welfare. 2, The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminish and impair property values within the neighborhood. 3. The establishment of the special use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or are being provided. 5. Adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets, i 6. The special use shall in all other respects conform to the applicable regulations of the district in which it is located, except as such regulations may in each instance be modified by the city council pursuant to the recommendations of the plan commission. Additionally, the plan commission must consider the following factors in determining whether to issue a special use permit above and beyond those factors referenced above (Section 10-15-5C): 1. Height of the proposed antenna, antenna structure or tower; 2. Proximity of the antenna, antenna structure or tower to residential structures and residential district boundaries; 3. Nature of uses on adjacent and nearby properties; 4. Surrounding topography; 5. Surrounding tree coverage and foliage; 6. Design of the antenna, antenna structure or tower, with particular reference to design characteristics that have the effect of reducing or eliminating visual obtrusiveness; 7. Proposed ingress and egress; and 8. Availability of suitable existing antennas, antenna structures, towers, alternative power structures and other structures, or alternative technologies not requiring the use of towers or structures as discussed elsewhere in this chapter. C10 Wireless Facilities Inc(WFI)-Agent for US Cellular + U.S. Cellular 2777 Finley Road,Suite#19,Downers Grove,IL 60515 July 8, 2010 City of Yorkville Attention: Krystal Barksdale-Noble Community Development 800 Game Farm Road Yorkville, IL 60560 Re: US Cellular's tower proposal at Route 34 Automotive property located at 1947 US Hwy 34, Yorkville, Kendall County, IL 60560. Dear Ms. Noble: Statement in Support of Application U.S. Cellular is a federally-licensed provider of Personal Communications Services ("PCS") with corporate offices at 8410 West Bryn Mawr Avenue, Suite #700, Chicago, Illinois 60631, respectfully requests that you support its petition for a variation of 94' and special use to construct a communications site located 1947 US Hwy 34, Yorkville, IL 60560, IL also known as Route 34 Automotive property located in Yorkville, IL ("the Site"). Project Description U.S. Cellular plans to construct an unmanned 194' self-supporting monopole tower, equipped with exterior receiving and transmitting antennas at Site. The tower mast will continue to be a self- supporting monopole structure without any guyed lines. The proposed facility will allow U.S. Cellular to promote seamless uninterrupted coverage in the area and locate other personal communication services on the structure. Plans for the Proposed Facility will be submitted to the City of Yorkville's planning staff. The supporting transmitting and receiving equipment will be located within a self- contained, weather resistant shelter. Each shelter is locked and electronically monitored at a central office,where personnel are alerted to potential equipment malfunctions and breaches of security. Coaxial cables will connect each antenna array to the equipment shelter. Coaxial cables will not be visibly seen and run inside the tower structure. The design of and the construction of the Proposed Facility does not create any substantial adverse on public safety. The antennas of the Proposed Facility will not create any noise acid the base station equipment will not create any noise beyond that produced by a typical residential air conditioning unit. The Proposed Facility will be designed to comply with all applicable structural engineering requirements. The Proposed Facility will be unstaffed and, upon completion, will require only infrequent maintenance visits (approximately one or two times a month) by a service technician. Hence, the facility will not have any material impact on traffic or parking. Moreover, no material noise, glare, smoke,debris,traffic flow or any other nuisance will be generated by the Proposed Facility. • Page 2 July 9, 2010 The Proposed Facility will be designed and constructed to meet applicable governmental and industry safety standards. Specifically, U.S. Cellular will comply with FCC and FAA rules governing construction requirements, technical standards, interference protection, power and height limitations, and radio frequency standards. The Proposed Facility is designed to fill in a coverage gap in U.S. Cellular's network. Like traditional cellular phone systems, PCS operates on a "grid" system, whereby overlapping "cells' (geographic areas of coverage) mesh to form a wireless network. In order to provide PCS coverage within the geographic confines of each cell, a wireless communication facility such as the Proposed Facility must be situated approximately in the center of that cell. If the wireless communications facility is located outside that limited "search area" or at the wrong height, then gaps in coverage (i.e. , area s in which wireless communications cannot be adequately received, sent or maintained) and impermissible overlapping coverage (resulting in audio clutter and poor call quality) will likely remain in certain areas of the cell. Special Use Approval Standards U .S. Cellular hereby incorporates by reference all of the facts and materials contained in this Petition into each response set forth. Without limiting the generality or efficacy of the foregoing U.S. Cellular hereby specifically states that it Petition for a Special Use Permit and Variation in a B-3 Service Business District, which identifies telecommunication towers as special uses satisfies any and all applicable criteria under Section 10-14-61F of the City of Yorkville's Zoning Ordinance. Tower Construction Requirements: 1 . The establishment, maintenance or operation of the special use will not be unreasonably detrimental to or endanger the public health, safety, morals, comfort or general welfare The establishment, maintenance and operation of this wireless telecommunications facility will not be detrimental to the health, safety or general welfare of the community. To the contrary, wireless technology provide vital communication and will commonly be used by local residents and emergency personnel for a wide variety of business, personal, emergency personnel and other uses; thereby actively promoting the general public's health, safety and welfare. 2 . The special use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permitted, nor substantially diminishes and impairs property values within the neighborhood. The establishment of the Proposed Facility will not be injurious to the District in which it will be located. U .S. Cellular has been sensitive in selecting and designing this site so that it can eliminate any adverse impact on surrounding property. The site will be appropriately screened to the north, south east and west. In addition, the site will be screened by weatherized outdoor equipment that emits no objectionable sound to adjacent properties. In my opinion, based on review of proposed plans, inspection of site, as well as our experience with this factor in other locations, that the proposed communications facility will not have any negative impact on the use, enjoyment, or value of surrounding properties. Additionally, it is in my opinion that no substantial or adverse effect upon the adjacent property, the character of the area, or other matters affecting the public health, safety, and general welfare will occur. 2 • Page 3 July 9, 2010 3. The establishment of the special use will'not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. U.S. Cellular has been sensitive in selecting and designing this site so that it will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The Proposed Facility is in the B-3 Service Business District rather than in any of the residential districts. Appropriately screened, weatherized outdoor equipment that emits no objectionable sound will have no impact on adjacent properties. 4. Adequate utilities, access roads, drainage or other necessary facilities have been or are being provided. US Cellular has proposed an adequate access utility and easement routes along with submitting a substantial erosion control plan at site. 5. Adequate measures have been or will be taken to provide ingress or egress so designed as to minimize traffic congestion in the public streets. There will me adequate measures taken to provide ingress and egress so that the designed cell site will minimize traffic congestion in the public streets. The access drive has been increased to 14' as recommended by staff. The Proposed Facility will be unstaffed and, upon completion, will require only infrequent maintenance visits (approximately one or two times a month) by a service technician. Hence, the facility will not have any material impact on traffic or parking. 6. The special use shall in all other respects conform to the applicable regulations of the district in which it is located, except as such regulations may in each instance be modified by the city council pursuant to the recommendations of the plan commission. US Cellular will conform to all applicable regulations of the district in which are located, except as such regulations may in each instance be modified by the City council pursuant to the recommendations of the plan commission. U.S. Cellular is licensed and regulated by the Federal Communications Commission ("FCC"). which imposes strict health, safety and interference standards. As noted above, the Proposed Facility has been designed to comply with all other applicable safety standards, and contains several features that affirmatively prohibit intrusions and other public safety concerns. The establishment of the Proposed Facility is necessary for the public convenience. Those that live or plan to on living in this area need seamless and reliable cellular technology for their personal lives, business endeavors and (most importantly) emergency communications, Without the establishment of the Proposed Facility, surrounding areas will experience gaps in coverage, in which wireless customers will be"blocked"and "dropped"at unacceptably high levels. In addition, the spirit of the telecommunications ordinance established in City of Yorkville stresses the need to balance the needs of the local government, the telecommunication provider and the consumer of their services. This application meets such requirements and should be considered as harmonious to the general purpose and intent of the ordinance. As noted above, hundreds of thousands of"911" calls are placed on mobile phones each day. This accounts for roughly half of all 911 calls. Cellular providers now offer "E-911" service, which is particularly helpful in locating customers who are unable to articulate their location. In addition, many 3 0 Page 4 July 9, 2010 emergency calls are placed on means other 911. For example, Chicago area highway authorities advise motorists to report road emergencies through *999, and many emergency calls are placed directly to private parties, thereby bypassing the 911 and *999 networks. Accordingly, reliable wireless coverage is an essential part of a community's emergency communications infrastructure. Additionally, the plan commission must consider the following factors in determining whether to issue a special use permit above and beyond those factors referenced above(Section 10-15-5C): 1. Height of the proposed antenna, antenna structure or tower; 194 2. Proximity of the antenna, antenna structure or tower to residential structures and residential district boundaries; 1 200 feet 3. Mature of uses on adjacent and nearby properties, Zoning Land Use North B-3 Service Business District(Cobblestone North) Agriculture/Undeveloped East B-3 Service Business District(Cobblestone North) Agriculture/Undeveloped South B-3 Service Business District (Cobblestone Commons) US Route 34/Agriculture Eldamain Road/ West Unincorporated Kendall County/Plano, Illinois Fox Valley Family Center YMCA (Plano, Illinois) 4. Surrounding topography; lbi 5. Surrounding tree coverage and foliage; none (landscaping being prop{used) 6. Design of the antenna, antenna structure or tower, with particular reference to design characteristics that have the effect of reducing or eliminating visual obtrusiveness; Nvasc see site plan attached. 7. Proposed ingress and egress; and Please sec site elan attacliw 8. Availability of suitable existing antennas, antenna structures, towers, alternative power structures and other structures, or alternative technologies not requiring the use of towers or structures as discussed elsewhere in this chapter. There are cm-i-eni1`,,' do suitable existing, antennas, antemia structures, towers, ;alternative bower structures and Miler structures, or alternative teefinalogies in this area to co-locate on. In summary, as explained throughout this memorandum and supported by the attached exhibits, the Proposed Facility is consistent with all standards and applicable rules enumerated elsewhere in the Zoning Ordinance for the Special Use and Variation. Given the tremendous time pressure under which U.S. Cellular is working, and consistent with applicable law, we respectfully ask that this application be processed as expeditiously as possible. Please note that U.S. Cellular expressly reserves all of its rights and claims, including, without limitation, those available to it under the Zoning Ordinance or any other state, local or Federal law. Without limiting the generality of the foregoing, no waiver or similar consequence should be inferred herefrom and no filing of any application for any permit, license or approval or any other action heretofore or 4 • Page 5 July 9, 2010 hereafter taken by or on behalf of U.S. Cellular shall be construed as a waiver or limitation of any right or claim of U.S. Cellular. U.S. Cellular looks forward to working with the City of Yorkville to bring the benefits of U.S. Cellular's service to the City of Yorkville community. Wireless telephone service has already proven to be of great value to the public and we believe that the City of Yorkville community will reap the benefits of superior digital service and greater competition in the marketplace. Sincerely, Erick N.Jenkins Site Acquisition Manager l 414-732-6606(Mobile) 5 43 C,T o United.City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone; 630-553-4350 Fax: 630-553-3436 <� ►�� PC D'9 APPLICATION &PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST Development Name: p la•.n C n%T Date of Submission: Requesting: 0 Annexation 0 Zoning 0 Planned Unit Development (ySpecial Use: 9. Name of Petitioner s k v' Relationship of Petitioner(s)to subject property: 0 Owner ateve[oper 0 Contract Purchaser 2. Name of holder of legal title, if different from#1: %A 10,11V- Aa►'N 51C If legal title is held in a Land Trust,list the names of all holders of any beneficial interest therein: Q k 1� to AT,Qrvc>,1 S r� -'K- I h5 `s(; . � �5 to C� 3. a). (1). Street address and physical location of subject property: 1`i A-1 US Nw1� 3'A� '�o�k v��L� , �I_ (o0 to > (H). Zoning of surrounding parcels: North: South: tZ-s 4 D East: � 1 Wes[: Cor-mt 7t-lCL b). Legal description of property;attach as Exhibit"A". c). Total Acreage: 'X- NC CLC� s d). Kendall County Parcel Number(s)of property; 00— 0 c� e). Current Zoning Classification: r'3(D L,S�f t'l-1 I cQ""-' 1i ako_l f). Zoning Classification Requested: g). Is this property within City limits? ✓ Yes No, requesting annexation United City or Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 1.29.09 44 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit V. 5. List all governmental entitles or agencies required to receive notice under Illinois law: 'r C. C- 6. List the Illinois Business Tax Number (IBT#) for the Stale of Illinois and names of businesses located on subject property to be annexed: 0 I A 7. Does a flood plain exist on the subject property? `� IL$ S. Do Electors reside on the subject property? NJ If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who Is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9, Contact Information: Name, address, phone number, fax number, and email address of person to whom inquiries regarding this petition may be directed: Attorney: Name: Erg Lk 44 Stcr 6a< q Engineer: Name: Cona:cnpt f . Land Planner. Name: V tk Sf, N SK t United City of Yorkville Annexalion, PUD, Zoning Special Use Application Revised: 1.29.09 45 10. Submit the following to the Community Development Department in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 35 copies. b. Appropriate filing fee(Please refer to page 4 of this application to"Petitioner Route,Step 1, Fees"and/or contact the Community Development Department for verification of this amount.) c. Concept or Preliminary Site Plan: 35 sets folded to fit in a 10'x 13"envelope_ d. One CD containing one electronic copy(pdf) of each of the signed application (complete with exhibits)legal description,and site plan. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: 5 1-1k- 10 Petitioner(s)Signature: (All legal property owners:signatures must appear on this application.) Subscribed and sworn to before me this a I s� day of l t Notary Seal OFFKX M& THIS APPLICATION MUST BE NOTARIZED. KATIE SWO NOTARY K".sTATE OF LUNN itdl'COmMOM United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revisc& 1.29.09 46 ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1 : Petitioner must submit a completed application, fees` and all pertinent materials to the Community Development Department a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc., to allow timely review by City. `Fees: a. Annexation or Annexation and Rezoning - $250 plus $10 per acre for each acre over 5 acres b. Rezoning only - $200 plus $10 per acre for each acre over 5 acres c. Special Use - $250 plus $10 per acre for each acre over 5 acres d. Engineering Review Fees - 1 .25% of the approved engineers estimate of cost of all land improvements, to be determined by City Engineer. e. Planned Unit Development fee - $500 f. Engineering Review Deposit - up to 1 acre = $1 ,000; over 1 acre but not over 10 = $2,500 over 10 acres, but not over 40 = $5,000 over 40 acres, but not over 100 = $10,000 over 100 acres = $20,D00 g. Deposit for Outside Consultants - under 2 acres = $1 ,000 2 to 10 acres = $2,500 over 10 acres = $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs induding a written transcription of public hearing and outside consultant costs (i.e, legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Stop 2: Plan Council: The Plan Council meets the 2nd and 4 h Thursday of the month at 9:00 a.m. in the city conference Room. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: Community Development Director, City Engineer, Zoning Official, Public Works Director, Director of Parks and Recreation, Fire Department Representative, and Police Department representative. Step 3: Park Board planning meeting: The Park Board makes recommendations on any park sites Included in residential developments. The Park Board planning meeting is the 41h Thursday of each month at 7:00 p.m. at the Parks and Recreation Office at 201 W. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the 2nd Wednesday of each month at 7:00 p.m. in the Yorkville public library at 902 Game Farm Road. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor. A public hearing will be held at this time for the Annexation Agreement and/or Rezoning request or Special Use request. Notice will be given by publication by the United City of Yorkville In the Kendall County Record and certified mail by the petitioner to adjacent property owners within 500 ft.of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the Community Development Department's office containing the names, addresses and permanent parcel numbers of all property owners. United Ciry of Yorkville Anacz tion, PUD, Zoning, Special Use Application Revised: 1.29.09 47 Step 5-Economic Development Committee: The Economic Development Committee meets the 1st Tuesday of the month at 7:00 p.m. in the Conference Room at City Hall, The project will be discussed in an informal atmosphere where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 6: City Council: A public hearing is required for annexation or PUD agreements. The City Council meets the 2 na or 40 Tuesday of the month at 7:00 p.m.in the Council Chambers at City Hall. A public hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record. A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements,fees as outlined as well as any incurred Administrative and q Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting, Please sign and return this original(retaining a copy for your records)to the Community Development Department, United City of Yorkville, 800 Game Farm Road,Yorkville, Illinois 60560. Date: �'�� d F'�' 5 A,. ( ignature of Petitioner United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 1.29.04 CERTIFICATION OF MAILING AFFIDAVIT The undersigned, E V%c-k ��"-'k�^ being first duly sworn on oath states as follows: 1. That he/she is the Designated whether owner of property/contract purchaser /or dul uthorized agen`t`Ior one of the above (circle one) of the property that is the subject o t e Special Use Petition and Height Variation to construct an unmanned I94' self-supporting monopole tower, equipped with exterior receiving and transmitting antennas at Site. Based on the current lot size of 1.89 acres and the current allowable height of 100', US Cellular request a Special Use for its' site location and Height Variation of 94' Mark D. and Leann E. Savitski (Please designate trust numbers and all beneficiaries thereunder if applicable)for property located and commonly known as 1-bLti7f 3� '� VZQ ,o uJ Yl1.(94ti 1 ay A."TO) 2. That the attached Public Notice, marked as Exhibit "A", was served on all of the parties whose names and addresses are identified on the attached Certificate of Mailing listing, marked as Exhibit"B", by mailing a copy of said Notice to all of the parties identified on Exhibit "B", at the addresses identified on Exhibit"B",by depositing said Notices in the United States Mail, at(city),(state), with proper postage for Certification of Mailing on the_day of ,20 Designate whether Owner of Property, contract purchaser or Duly Authorized Agent for one of the above. &�k P) V,� Signature Subscribed and sworn before me this,�day of :It, , 20. d . Notary Public o A�-°( M.PAM. OFFICIAL MY COMMrAON EWRES $fPiEMBfR 17,2011 My Commission expires �( � { '1 r , 20 {L_. CERTIFICATE OF MAILNG The following described pieces of ordinary mail were received from: Name of Addressee, Street,and Post-Office Address Representing i Total Number of Pieces Listed by Sender: (write number in words) Total Number of Pieces Received by Post Office: c Postmaster,per a1`� (name of receiving employee) PIN NO- PROPERTY STREET ADDRESS JPROPERTYOWNER JOWNER MAILING ADDRESS 02-30-100-015 02-19-300-014 Z . 02-19-300--013 01-25-200-009 01-24-400-006 01-24-400-008 5 01-24-400-009 01-24-400-010 01-24-400-024 As of the effective date of May 19,2010 the above table represents the parcels and owners within a 500 foot radius of PTN ND. 02-15- 300-009 PUBLIC NOTICE NOTICE OF PUBLIC HEARING BEFORE. THE UNITED CITY OF YORKVILLE CITY COUNCIL PC 2010-08 NOTICE IS HEREWITH GIVEN THAT US Cellular,Petitioner,has filed an application with the United City of Yorkville, Kendall County, Illinois,requesting a Special Use for installation of a new cell tower. The real property consists of approximately 1.89 acres,located immediately north of Route 34,and immediately east of Eldamain Road,Yorkville,Illinois. The legal description is as follows: LEGAL.DESCRIPTION OF PARENT PARCEL THAT PART OF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN BEING DESCRIBED BY: COMMENCING AT A POINT ON THE WEST LINE OF SAID SOUTHWEST QUARTER AT THE INTERSECTION OF THE NORTH RIGHT OF WAY LINE OF ILLINOIS ROUTE NO. 34 FOR THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 10 MINUTES 28 SECONDS EAST ALONG THE WEST LINE OF SAID SECTION, 600 FEET; THENCE SOUTH 84 DEGREES 36 MINUTES 32 SECONDS EAST PARALLEL WITH SAID NORTH LINE OF ROUTE NO, 34, 148.00 FEET; THENCE SOUTH 00 DEGREES 10 MINUTES 28 SECONDS WEST PARALLEL WITH SAID WEST LINE, 600 FEET TO SAID NORTH LTNE; THENCE NORTH 84 DEGREES 36 MINUTES 32 SECONDS WEST ALONG SAID NORTH LINE, 146.00 FEET TO THE POINT OF BEGINNING IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS; EXCEPT THAT PART OF THE SOUTHWEST QUARTER OF SAID SECTION 19-37- 07 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 10 MINUTES 27 SECONDS EAST 369.24 FEET ON AN ASSUMED BEARING ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 10 MINUTES 27 SECONDS EAST ALONG SAID WEST LINE 600 FEET; THENCE SOUTH 84 DEGREES 36 MINUTES 32 SECONDS EAST 50.21 FEET; THENCE SOUTH 00 DEGREES 10 MINUTES 27 SECONDS WEST 537.74 FEET; THENCE SOUTH 49 DEGREES 22 MINUTES 39 SECONDS EAST 81.47 FEET; THENCE SOUTH 84 DEGREES 36 MINUTES 32 SECONDS EAST 35.53 FEET; THENCE SOUTH 00 DEGREES 10 MINUTES'27 SECONDS WEST 15.06 FEET TO THE EXISTING NORTH RIGHT OF WAY LINE OF U.S. ROUTE 34; THENCE NORTH 84 DEGREES 36 MINUTES 32 SECONDS WEST 148.00 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. SITUATED IN THE COUNTY OF KENDALL AND STATE OF ILLINOIS, LEGAL DESCRIPTION OF NEW U.S. CELLULAR LEASE AREA COMMENCING AT FOUND IRON PIPE AT NORTHEAST CORNER OF PARENT PARCEL; THENCE SOUTH 00 DEGREES 49 MINUTES 21 SECONDS EAST ALONG EAST LINE OF AFORESAID PARENT PARCEL 49.06 FEET; THENCE SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 6.73 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00 DEGREES 49 MINUTES 21 SECONDS EAST 60.00 FEET TO THE POINT 14ENCEFORTH KNOWN AS POINT "A"; THENCE SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 60.00 FEET; THENCE NORTH 00 DEGREES 49 MINUTES 21 SECONDS WEST 60.00 FEET; THENCE NORTH 89 DEGREES 10 MINUTES 39 SECONDS EAST 60.00 FEET TO THE POINT OF BEGINNING. CONTAINING 37600.0 SQUARE FEET OF LAND, MORE OR LESS, ALL IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. LEGAL DESCRIPTION OF NEW U.S. CELLULAR UTILITY EASEMENT COMMENCING AT THE AFORESAID POINT "A"; THENCE SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 60.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 30.65 FEET TO THE EAST RIGHT-OF-WAY LINE OF ELDAMAIN ROAD; THENCE NORTH 00 DEGREES 49 MINUTES 21 SECONDS WEST 8.00 FEET ALONG AFORESAID EAST RIGHT-OF-WAY LINE; THENCE NORTH 89 DEGREES 10 MINUTES 39 SECONDS EAST 30.65 FEET; THENCE SOUTH 00 DEGREES 49 MINUTES 21 SECONDS EAST 8.00 FEET TO THE POINT OF BEGINNING. CONTAINING 245 .2 SQUARE FEET OF LAND, MORE OR LESS, ALL IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. LEGAL DESCRIPTION OF NEW U.S. CELLULAR ACCESS EASEMENT BEGINNING AT THE AFORESAID POINT "A"; THENCE SOUTH 00 DEGREES 49 MINUTES 21 SECONDS EAST 12.00 FEET; THENCE SOUTH 89 DEGREES 10 MINUTES 39 SECONDS WEST 90.65 FEET TO THE EAST RIGHT-OF-WAY LINE OF ELDAMAIN ROAD; THENCE NORTH 00 DEGREES 49 MINUTES 21 SECONDS WEST 12.00 FEET ALONG AFORESAID EAST RIGHT-OF-WAY LINE; THENCE NORTH 89 DEGREES 10 MINUTES 39 SECONDS EAST 90.65 FEET TO THE POINT OF BEGINNING. CONTAINING 1087.8 SQUARE FEET OF LAND, MORE OR LESS, ALL IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. NOTICE IS HEREWITH GIVEN THAT the Plan Commission for the United City of Yorkville will conduct a Public Hearing on said Special Use application on Wednesday, July 14, 2010 at 7 p.m. at the Yorkville Public Library, 902 Game Farm Road, Yorkville, Illinois, 60560. The public hearing may be continued from time to time to dates certain without further notice being published. All interested parties are invited to attend the public hearing and will be given an opportunity to be heard. Any written comments should be addressed to the United City of Yorkville City Clerk, City Hall, 800 Game Farm Road, Yorkville, Illinois, and will be accepted up to the date of the public hearing. By order of the Corporate Authorities of the United City of Yorkville, Kendall County, Illinois. JACQUELYN MILSCHEWSKI City Clerk By: Lisa Pickering Deputy Clerk Parcels within 500' 01-24-400-006 01-24-400-008 01-24-400-009 01-24-400-010 01-24-400-024 01-25-200-009 02-19-300-009 02-19-300-013 02-19-300-014 02-30A00-015 Piano 01.24 A10,10 LL E EV 0 - - - - - - - - - - 11t1-Veterans-Pkwy L....... 02.30-IOD-015 02.30-117-DI2 IMIN Ono.j%-001 I 02.30151-0I1 W-011 US Cellular- PC2010-08 , & ZBA2010-02 GoMmmS St Ii 500 Foot Buffer 01-15-220-VDI 01.252 2 2 2, YA 3 " E P -----`--__------ -- ---------------------- WVelerans pkwy__._- _ _ --_-__ i Legend US Cellular Site - -- - Sop Fool Buller iClary Sr- US Cellular - PC2010-08 T i Y & ZBA2010-02 'V 500 Foot Buffer Map _ r _� - *U.S. Cellular APROFL$Sl NG #8831654 A PROFESSIONAL DESIGN FIRM LICENSE N 184.004352-D.BA ONCORDFA WIRELESS,INC. P LA N O EAST ONE PIERCE PLACE - - 505 E.GOLF ROAD 1947 U S H 1111Y 34 SUITE 800 SUITE D&E ITASCA,ILLINOIS 60143 ARLINGTON HEIGHTS,IL 60DO5 OFFICE:(630) 0 MAIN' (8 )981-0801 FAX:(60)285-1580 YO R KV I L L E S IL 60560 VICINITY MAP fp p 1. F a - � 1 44A 4 ! - �. i sue_ • f .. - ¢ F'1 r. . } IMPORTANT NOTES: ` I 1.GC TO HIRE PUBLIC DIGGER&PRIVATE LOCATE SERVICE IN - -ORDER TO LOCATE AND PROTECT ANY AND ALL SURFACE - �I pRpp UTILITIES.DO NOT SCALE OFETHESF�PLANS FOR ANY BELOW I ERTYLIAIE GI�n.DE UTILITIES NEW 60.0'x60.0' 2.7HESE PLANS MAY NOT CONTAIN OR REVEAL ALL U.S. Cellular i U.S-CELLULAR LEASE SUBSURFACE U ILITI�S:GC IS RESPONSIOLL OF LOCATING AND , 'n€ AREA(3,600 SQ.FT.) PROTLGIING ALL LLCIL171E5 DURING CONSTRUCTION 4 - 3.GO WILL NOT START CONSTRUCTION UNTIL AFTER THEY NEW BA'WIDE'- RECEIVE THE PRE CON PACKAGE AND HAVE A PRE CON WALK U-S. `j WITH THE PM. ONE PIERCE PLACE CELLULAR I _ SUITE 800 S UTILITY - - ITASCA.ILLINOIS 60143 EASEMENT -I _ '. ' � OFFICE:(630)773-1600 EXISTING - I NEW `I • FAX:(630)285-1580 BUILDING - - UTILITY POLE I 36'-9 �` I FURNISHED& ', ,I ,� NEW 11.25'x24.0'U.S. _, _ INSTALLED BY 0�-8 CELLULAR SHELTER, CONCORDIA.LTu .COMED; - '.. FURNISHED BY U.S.CELLULAR M952-DESiGN FIRM &INSTALLED BY GC. EXISTING NEW 190-FTHIGH OIICORDIA WIRELESS,fNC. UNDERGROUN r .- ''� _ U.S.CELLULAR MONOPOLE " ELECTRIC - - {PER —� i' TO BE FURNISHED - - 505 E.GOLF ROAO LINE LINE BY U.S.CELLULAR -_ SUITE D&E &INSTALLED BY GC. i ` ARLINGTON H£IGHTS,IL 60005 NEW 12.0'WIDE MAIN: (847)981-0801 I U.S.CELLULAR ACCESS EASEMENT WI NEW 10.0'WIDE (c)Cee-"a 2001-2010,Copyright Nonce: GRAVEL DRIVEWAY These Documentsf)r wings Are Produced by and r / Group OnfCompanies.>a Not Cop rdia y.Repr duce, Reversa"Engineer or Replicate Any Parts oI These - - EXISTING • Documents In any Manner Wlhout Obtaining Written EMSTING I l' DETENTION - Consent From TheConcardla Group. ASPHALT 4 POND " EXISTING PARKING FIELD AREA ` //// I •'�; - PR03£CT NO: 8831654 DRAWN BY: PS CHECKED BY, GMS I z I CHECKED BY[ RH APPROVED BY;GMS,7P as N ❑ 0 1�•= S .• q r ••.o COMMERCIAL 1 �f 062-061844 W BUILDING f S s a LICENSED s i PROFESSIONAL -z ENGINEER %`• OF I - EXISTING J! GRASS AREA EXISTING _ GRASS AREA I - 0 . I EXISTING z #8831654 ASPHALT m ' DRIVEWAY PLANO EAST 1947 US H WY 34 YORKVILLE, IL 60560 EXISTING DRIVEWAY R."O.,liv LINE - `OVIERHEAD' EXISTING - CONCEPT PLAN �•. �. - -WIRES, i UTILITY POLE j ,i. :,., �_. -ter.._„",.. '' i, ___y-s,,,•_- -_ „- _ (TYP.) EXISTING UTILITY POLE R.O.VI/ W/TELCO SPLICE f�f fR_ - "' - o - - OVERALL SITE,PLAIV US H YI/Y 34 — —�� y_1 � SCALE'1"°35'-0"{Y'=7p'-p"IF 11 X'17 SHEET SIZE) -, �, �� - � ., 4 (CONCRETE=) -� SHEET INDEX REGIONAL MAP VICINITY MAP _. *U.S. Cellular NO. SHEET DESCRIPTION T-1 TITLE SHEET - SP-1 SITE NOTES *-: - - d - ONE PIERCE PLACE � - - SUITE 800 SP-2 GENERAL NOTES AND SPECIFICATIONS _ - - +a a.{ ITASCA,ILLINOIS 60143 LS-1 LOCATION OF LEASE AREA&EASEMENT PLAN OFFICE:(630)773-1600 LS-2 FLOOD PLAIN MAP,WETLAND MAP&AERIAL VIEW '.,may) FAX:(630)285-1580 DISTANCES TOPROPERTY LINES O E 51 LS-3 R P R LS-4 BOUNDARY INFO;EASEMENT PLAN&LEGAL DESCRIPTIONS -"` - _ _ - CONCORDIA.LTC) PROHIESSIONAL DESIGN FIRM C-1 GRADING PLAN LICENSE#184004952-U.BA. A-0 OVERALL SITE PLAN m - :. A-1 ENLARGED SITE PLAN OI�ICOI'DIA WIIESS,1NC. q-2 SITE ELEVATION(FACING SOUTH) 605 E. A-3 ANTENNA SCHEDULE - SUITE D&LE ROAD A-4 ANTENNA DETAILS ARLINGTON HEIGHTS,IL 60005 A-5 SHELTER PLAN ++�-r ''6i - • '■ P" - - MAIN: (847)981-0801 A-6 ICE BRIDGE SECTION&DETAILS ' I A-7 FENCE DETAILS k I ■w ' _ . , TCh}e Cs.D—uimia emWi3 r0w1i0n.gCs opyright N ' Are Produced by and A-S ARCHITECTURAL&CIVIL DETAILS _ ; k"r a Intellectual Prop" of Concordia �r Group Of Therefore Companies Do Not Copy,Reproduce, r S-1 EQUIPMENT SHELTER FOUNDATION&FLOOR PLAN Reverse-Engineer or Replicate Any Parts of These Documents n any Manner Without Oblalning Welton E-1 ELECTRICAL&TELCO SITE PLAN - Consent From The Concordia Group. E-2 UTILITY DETAILS - E-3 UTILITY DETAILS ' - I �"") � � �� PROJECT NO: 8831654 EG-1 SITE GROUNDING PLAN - 'M1'' 1 F -•-"� EG-2 GROUNDING RISER DIAGRAM i EG-3 GROUNDING DETAILS -- = '.•.,�-a.^ A.r '� T+ ... I � - DRAWN BY; PS CHECKED BY: GMS EG-4 GROUNDING DETAILS - EG-5 GROUNDING DETAILS --__- CHECKED BY: RH APPROVED 8Y:GMS,TP ISSUED FOR: ZONING SET ` DRIVING DIRECTIONS e u ar No. Revision,lssue Dale Initial A LEASE EXHIBIT 02!40110 KF DRIVING DIRECTIONS FROM 1 PIERCE PLACE,ITASCA,IL 60143: Site p t Number�er 8 90%REVIEW 02!27110 KF Site V C 90%RE-ISSUE 031300 PS 1.Head northwest on Pierce Rd toward Park Blvd 0.3 m! NEW U.S. CELLULAR TELECOMMUNICATIONS EQUIPMENT 8831654 D ZONING SET 04102110 TP 2.Turn left at Park Blvd 0.9 m! CABINETS INSIDE A NEW SHELTER AND 3.Tom right at Thomdale Ave 0.6 mi 4.Merge onto 1-290 E 1.4 mi (6)NEW ANTENNAS WITH (12)NEW COAX CABLES 5.slight Lett at1-3555 9.5 mil U.S.CELLULAR APPROVALS ON A NEW 190-FT HIGH MONOPOLE toward 6.Take the 1-88/IL-56/Butterfield Rd exit toward Chicago/Aurora 1.0 mi ANTENNA CENTER LINE= 190'-0"AGL 7.Continue toward I-88 W (ANTENNA 8.Keep Right at the fork to continue toward 1-88 W and merge onto 1-88 W CONST. (TOP OF LIGHTNING ROD= 194'-0"AGL) 9.Exit onto IL-56 W toward US-30/IL-47/Sugar Grove 4.2mi RF S i to Name 10.Merge onto IL-47 S via the ramp to US-30 F1 Sugar Grove 7.1mi 11.Torn right at Cannonball Trail 1.4 mi 12.Turn right at State Roule 34WS-34 W 1.5 mi s ITE Aca. Site Address PLANO EAS T 13.Turn right at Eldamaln Rd Destination will be on the left 197 ft FIELD OPS NET OPS 1947 US HWY 34 Total Est.Time:56 minutes Total Est.Distance:47.0 miles LANDLORD YORKVILLE, I L 60560 PROFESSIONAL LICENSURE PROJECT INFORMATION PROJECT CONTACTS & UTILS #8831654 PLANO EAST �.{ 1947 US HWY 34 I CERTIFY THAT THESE DRAWINGS WERE PREPARE 1`F - SITE GROUND PROP.OWNER MARK&LEANN 9VITSKI UTILITIES&CONTACT INFO �(� SITE NAME: PLANO EAST 636.05'(NAVEL 88) YORKVILLE, IL 60560 BY ME OR UNDER MY DIRECT SUPERVISION AND A1' �.............� ELEVATION: CONTACT: 2808 ROCK CREEK ROAD CONTROL AND TO THE BEST OF MY KNOWLEDG V r••• . LATITUDE: N 41'-39'-48.04- (NAD 83) PLANO,IL 60545 ELECTRICAL:COMMONWEALTH ED3SON AND BELIEF COMPLY WITH THE REQUIREMENT • LONGITUDE: W88'-29'-15.76" (NAD 83) THE GOVERNING LOCAL BUILDING CODE. '•062-061844s:� SITE ADDRESS: 1947 US HWY 34 ACCT#03710-77057 V YORKVILLE,IL 84560 SITE TYPE: RAWLAND THOMAS PERKINS U.S.CELLULAR VINH DIEP PHONE:630-723-2127 LI E D JURISDICTION: YORKVILLE PROJECT MANAGER: PHONE:{630)285-8583 CELL:847-894-7968 TITLE SHEET P E O APPLICANTS: ONE PIERCE PLACE COUNTY: KENDALL THOMAS.PLRKINS @COMED.COM SUITE 1100 PIN: 02-19-300-009 SITE ERICK N.JENKINS •S. ITASCA,ILLINOIS 60143 ER'• CODES; INTERNATIONAL BUILDING CODE 2006,INTERNATIONAL ACQUISITION' PHONE: 847 954-1402 OF r' OFFICE-{630)773-1600 { ) TELEPHONE;AT&T ''... INTERNA RESIDENTIAL ONAL CODE 2008,INTERNATIONAL FIRE CODE 2008. ROBERT BU GI ELSKI j�•'•O� FAX:(630)285-1580 INTERNATIONAL MECHANICAL CODE 2006,INTERNATIONAL T-1 �EXPI'RE`S-CESD PROFESSIONAL-STATE OF ILLINOIS r Iv rU£L GAS CODE 2006,INTERNATIONAL ENERGY PHONE:815-21 D-0329 CONSERVATION CODE 2006,INTERNATIONAL PROPERTY ENGINEERING GM SADAT,PE RB5197QATT.COM AND MAINTENANCE CODE 2006,NATIONAL ELECTRIC CODE &SURVEYING PHONE:(847)312-0830 11-3 0-11 SIGNED:04-02-10 2008.THE ILLINOIS PLUMBING CODE 2004,THE ILLINOIS CONTACT: FAX:(847)961-0803 ACCESSIBILITY CODE 1997 ABV, ABOVE GGS, ISOLATED COPPER GROUND BUS MOST ADDITIONAL IN.(') INCH(ES) AFF. ABOVE FINISHED FLOOR INT. INTERIOR AEG, ABOVE FINISHED GRACE LBLM) POUNDS) U. S . Cellular ALUM. EA ALUMINUM L£ LINEAR FEEL (FOOT) ALT. ALTERNATE L. LONGITUDINAL) ANT. ANTENNA MAS. MASONRY APPRX. APPROMMATE(LY) am. MAXIMUM ARCH. ARCHITECT(URAL) MOCMC METRICOM DESIGNATED AM. AMERICAN WIRE GAUGE CONSTRUCTION MANAGEMENT Q NEWANTENNA GROUT OR PLASTER III BLOCK If CONTRACTING ONE PIERCE PLACE SLKG. BLOCKING MECH. MECHANICAL SUITE 800 MFR. MANUFACTURER b+ XISTING ANTENNA 0 (E)BRICK BM. BEAM MIN, MINIMUM ITASCA. ILLINOIS 80143 BOW. BOTTOM TINNED OF FOOTING WIRE MISG MISCELLANEOUS ® GROUND ROD USMASONRY B.O F. BOTTOM OF FOOTING MTL METAL F": (630) 28 -158000 BID BACK-UP CABINET (N) NEW FAX: (630) 285-1580 CAB, CABINET NI NUMBER TF' GROUND BUS BAR t CONCRETE CANT. CANTILEVERED) NTS. NOT TO SCALE C1P. CAST IN PLACE OG ONCENTER CONCORDIA. LTO • MECHANICAL SEND. CONN, EARTH CUR. CLEAR OPNG, OPENING A PROFESSIONAL DESIGN FIRM COL. CLEAR PCB PERSONAL COMMUNICATION SERVICES LICENSE 4184.004952 O B A. PLY, PLYWOOD ■ CAD WELD GRAVEL CONC. CONCRETE PRC PRIMARY RADIO CABINET CONM CONNECTION(OR) P,SE POUNDS PER SQUARE FOOT ONCORD(A WIRELESS, INC. ® ® PLYWOOD CONST CONSTRUCTION PSJ. POUNDS PER SQUARE INCH — — _ GROUND ACCESS WELL CONT. CONTINUOUS P,T, PRESSURETREATED DBL DOUBLE PWR. POWER (CABINET) 505 E. GOLF ROAD SAND DEPT, DEPARTMENT pAO QUANTITY SUITED & E OW, DIAMETER �E ELECTRIC BOX DIAL. DIAGONAL p INF. REFERENCE ARLINGTON HE-0801 L60005 ® WOOD fAM. DIM. DIMENSION RELINE. REQUIREDEMEM(ING) MAIN: (847) 981-0801 O TELEPHONE BOX WOOD BLOCKING DAL DOWELS) READ. REQUIRED EA, EACH O RGS, RIGID GALVANIZED STEEL SLH. SCHEDULE C CoNla 2001-2010, Copyright Notle c : EL, ELEVATION SHE. SHET LIGHT POLE STEEL ELFG ELECTRICAL SIM SIMILAR ( ) nco These DOCUmenleNrewings Are Produard 0ycor ----- CENTERLINE EMT, ELEVATOR SPEC, SPECIFICA➢ON(5 AreupOforopanies Intellectual Not PmpeMolduce.Ttlla EMT, ELECTRICAL METALLIC TUBING BQ. SQUARE ) Group OICgineer or Do Not Copy. ans orce, END. MONUMENT END. ENGINEER S'& STAINLESS STEEL Documents Inay mRepllc At Any Pallsin These O Consent Fa In any Manner WINON Obtaining Wtltlen - - - PROPERMLEASE LINE Ca EQUAL STD. STANDARD Consent Farm The Concordia Group. XIS EXPANSION SR. STEEL SPOT ELEVATION EXIST.(E) EXISTING STRUG STRUCTURAL MATCH LINE FAR EXTERIOR FIB. FABRIC4.TION OR TEMP TEMPORARY Q SET POINT ( ) TDA. TOP TRICKINESS) PROJECT NO: 8831654 F.IS FINISH FLOOR WORK POINT FIN FINISH GRADE CIS TOL. TOP OF CURB FIN. FINISHED) TOE, P, TOP OF FOUNDATION Q REVISION — — GROUND CONDUCTOR FOR, FLOOR TOP, TOP OF PLATE (PARAPET) STEEL FOUNDATION TOS. TOP OF STEEL FAG FACE OF CONCRETE WI W. TOP OF WALL DRAWN BY: PG CHECKED BY: GMS %O GRID REFERENCE — ' —UT— — BELOW GRADE TELEPHONE CONDUIT EOM, FACE OF MASONRY TYP, UNDER LOS, FACE OFSTUD U.S. UNDERGROUND CHECKED BY APPROVED BY GMS, TIP —UE— — BELOW GRADE ELECTRICAL CONDUIT FO.W. FACEOF WALL U.L. UNDERWRITERS LABORATORY % FS FINISH OOIT SURFACE LLNO, UNLESS NOTED OTHERWISE DETAIL REFERENCE FT.O FOOT(FEET) -X — —A— — COAXIAL CABLE V.LF. VERIFY IN FEUD FRG. FOOTING W WIDE(WIDTH) G, GROWTH (CABINEn W/ WITH —OFIOT — CONDUCTORS St.GA. GAUGE WAS WIRELESS ACCESSED POINT COMMUNICATION% CONDUCTORS GI. GROUND AU ELEVATION REFERENCE ADS WIRELESS COMMUNICATION SERVICE -X OF 1. GROUND POSITIONING SYSTEM INTERRUPTER— � —X— ' — CHAIN LINK FENCING GPB GLOBAL POSITIONING SYSTEM �' WEIGHT M GLAD, GROUND CENTERLINE PLATE HGR. HANGER R PLATE ���.•••••• •:S� HT. HEIGHT ••• •••• O • ••t S0 PROJECT SYMBOLS PROJECT ABBREVIATIONS Oft.062-061844 CALE: NTS 3 SCALE: NTS 1 LICENSED 's PROFESSIONAL f it ENGINEER OF 0•^'� I. REPRESENTATIVES OF THE OWNER MUST BE NOTIFIED AT LEAST TWO 6, CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND 12. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED NON AS FULL DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERTICALLY PRIOR TO START OF CONSTRUCTION.ANY DISCREPN N N CIES OR DOUBTS BY FILLING WITH APPROVED CLEAN FILL D COMPACTED TO KPs OF STANDARD ` AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEOKTELY REPORTED TO PROCTOR DENSITY. THE ARCHITEOPENGINEER FOR RESOLUTION AND INSTRUCTION,AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHRECT/ENGINEER. FAILURE TO SECURE SUCH 2, DONOR OTHERWISE NOTED. BEYOND ME PROPERTY LINES OR LEASE LINER, 13. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE TED THICKNESS SHOULD NOT UNLESS OTHERWISE NOTED. INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HISMER OWN RISK EXCEED THAT WHICH CAN LA PROPERLY COMPACTED THROUGHOUT RS ENTIRE DEPTH AND EXPENSE. CONTRACTOR SHALL CALL OURS AT(800) - NSTR6d WITH THE EQUIPMENT AVAILABLE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. ///��I✓✓�//////////// /� S, DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS. 14. ANY FILLS PLACED ON EXISTING SLOPES THAT NE STEEPER THAN IO HORIZONTAL - Z ALL NEW ND XISTING UTILITY STRUCTURES ON SITE ND IN AREAS TO SE TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR BY A GEOTECHNICAL ENGINEER. 4. ANY DRAIN ND/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE TO FINAL INSPECTION OF WORK. RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK SIZE, 15, THE GRADES WITHIN THE FENCED IN AREA ARE TO BE ACHIEVED BY COMPACTING LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL CLEAN FILL TO A DENSITY OF 90% OF STANDARD PROCTOR COVERING THE AREA BE ACCURATELY NOTED AND PLACED ON AS-CONSTRUCTED DRAWINGS WITH 6 MIL.VISQUENE H OVERLAP AT SEAMS) FOR WEED SUPPRESSION. THEN AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT, 8, THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT SHALL BE NOTIFIED ACHIEVING FINISH GRADE BY ADDING V OF 14' CRUSHED STONE-NO FINES. AT LEAST TWO STIPULATED BY THE WORKING COMMENCEMENT ODE ENFORCEMENT OFFICIAL4HAVING JURISDICTION #8831654 OR AS #8831654 16, CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION BO THAT NO i ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN PAPERS, TRASH,WEEDS, BRUSH LEANY OTHER DEPOSITS WILL REMAIN.ALL PLANT EAST ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE NCHTTECT/ENGINEER MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF AREA AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR 9G$OPE AND IS TO FEATHER IMO EXISTING GRADES ATDTHE GRADING LIMITS. OFFSITE. 1947 US HWY 34 ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING 17. ALL TREES AND SHRUBS WHICH ARE NOT INDIRECT CONFLICT WITH THE YORKVI LLE, IL 60560 EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF IMPROVEMENTS SHALL BE PROTECTED. CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF 10, ALL EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS. UFILITIES, REMOVING OR ADJUSTING EXISTING HOLDER ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA) REQUIREMENTS. 18. GC TO HIRE PUBLIC JULIE 8 PRIVATE LOCATE SERVICE IN ORDER TO LOCATE AND PROTECT ANY AND ALL SURFACE UTILITIES. DO NOT SCALE OFF THESE PLUS FOR ANY BELOW GRADE UTILITIES. SITE NOTES 11. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 100% OF 1S, THESE PLANS MAY NOT CONTAIN OR REVEAL ALL SUBSURFACE UTILITIES, GC IS RESPONSIBLE OF MAXIMUM STANDARD PROCTOR DRY DENSITY. LOCATING AND PROTECTING ALL UTILITIES DURING CONSTRUCTION GENERAL NOTES SPW 1 SCALE: NTS GENERAL NOTES: 1, OWNER FURNISHED MATERIALS, US. CELLULAR'ME COMPANY'WILL PROVIDE AND THE GENERAL NOTE(CONTU). DIVISION 3 - CONCRETE: DIVISION 5 - STRUCTURAL STEEL: CONTRACTOR WILL INSTALL: 10. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY 1. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 1. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE A STS EQUIPMENT FRAME (PLATFORM)AND ICEBRIDGE AND VERTICALLY PRIOR TO START OF CONSTRUCTION. MY DISCREPANCIES OR 4000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH THE LATEST AISC MANUAL OF STEEL CONSTRUCTION (ASD),AWSDLL AND ME * U. S .VC011U11.P SHELTER (GROUND SUILD/CO-LOCATE ONLY) DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM 9ASICBNLDINGCODE STRUCTURAL STEEL SHALL BE AS FOLLOWS: v v Cellular 8. AGOELCO INTERFACE BOX(PFC) REPORTED TO THE PROJECT MANAGER FOR RESOLUTION AND INSTRUCTION, AND C1]2, ASTM C3I AND ASTM C39 UNLESS OTHERWISE NOTED. G ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND A ASTM A36. GRADE 36: ROLLED STEEL. RODS, PLATES, ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH 2. CONCRETE FOR ALL FOUNDATIONS: 540LBSPEft CUBICYARDOF U BOLTS AND ANCHOR BOLTS. 0 TOWERS, MONOPOLE INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND CONCRETE MINIMUM CEMENT CONTENT FOR i-INCH MAXIMUM SIZE B. ASTMA325BOLTS. BEARINGTYPE E TOWER LIGHTING AGGREGATE,SLUMP RANGE 3 INCHES TO 5 INCHES, TOTALAIRCONTENT6 ONEPIERCEPLACE EXPENSE C. ALL STEEL SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123_ E GENERATORS SLIQUID PREPARE TANK PERCENT TO ] PERCENT BY VOLUME. AIR EMRAINING ADMIXTURE REQUIRED TO SUITE800 G, ANTENNA STANDARD BRACKETS, FRAMES,AND PIPES CONTROL TOTAL AIR CONTENT, WATER REDUCING ADMIXTURE PERMITTED TO 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE ITASCA, ILLINOIS 60143 FORMOUNTING. it CONTRACTORS SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH TAT NO OBTAIN SLUMP OVER 34NCHES, REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE COMPLETE, OFFICE: (630) 773-1600 K ANTENNAS (INSTALLED BY OTHERS) PAPERS, TRASH, DEBRIS, WEEDS, BRUSH, OR ANY OTHER DEPOSITS REMAIN, ALL FAX; (630) 285-1580 1, TRANSMISSION LINE MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE PROPERLY 3. ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST 3. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM TIE J, TRANSMISSION LINE JUMPERS DISPOSED OF OFF SITE BY THE CONTRACTOR. EDITION OF TIE AMERICAN CONCRETE INSTITUTE (ACI 318) BUILDING CODE ENGINEER, AND T MOBILE PROJECT MANAGER IN WRITING COROFES I LTD K. TRANSMISSION LINE CONNECTORS WITH REQUIREMEMSFOR REINFORCED CONCRETE AND(ACI301)STANDARD pCENSE#PROFESSIONAL AIM WEATHERPROOFING KRB 12, ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY TIE CONTRACTOR WITH SPECIFICATION FOR STRUCTURAL CONCRETE 4. TIGHTEN HIGH STRENGTH BOLTS TO SNUG TIGHT CONDITION WHERE ALL PLIES LICENSE# 186.OB6952-D Rq. I , TRANSMISSION LINE GROUND KITS LOCAL GAS. ELECTRIC, TELEPHONE,AND ANY OTHER UTILITY COMPANIES HAVING IN A JOINT ARE IN FIRM CONTACT BY EITHER ■/y{l\' M. HANGERS JURISDICTION OVER THIS LOCATION. 4, DEBARS SHALL BE ASTM A 615 DEFORMED TYPE WITH MINIMUM YIELD STRENGTH - ONCORDIA WIRELESS, WC, N. HOISTING GRIPS OF 60.000 PSI (40,000 PSI GRACE MAY BE USED FOR TIES &STIRRUPS). A, A FEW IMPACTS OF A IMPACT WRENCH O, BTSEQUIPMENT 13, DURING CONSTRUCTION, THE CONTRACTOR SHALL AT AT ALL TIMES MAINTAIN THE S. THE FULL EFFORT OF A PERSON USING A SPUD WRENCH. 505 E. GOLF ROAD UTILITIES OF TIE BUILDINGISRE WITHOUT INTERRUPTION. SHOULD R BE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SUITE D & E 2, CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING: NECESSARY TO INTERRUPT ANY SERVICE OR UTILTY.TIE CONTRACTOR SHALL ARLINGTON HEIGHTS,IL 60005 SECURE PERMISSION IN NRRING FROM THE BUILDING/PROPERTY OWNER FOR 5. DETAILING SHALL BE IN ACCORDANCE WITH MANUAL STANDARD PRACTICE OF 5. WELDING MAIN: (847) 9810801 SUCH INTERRUPTION, AT LEAST ]2 HOURS IN ADVANCE. ANY INTERRUPTION DETAILING REINFORCED CONCRETE STRUCTURES (ACI STD-315 LATEST EDITION). A ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS THE CONTRACTOR 13 RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE SHALL BE MAOE AT A MINIMUM AMOUNT OF INCONVENIENCE TO THE SHALL BE MADE AVAILABLE FOR ENGINEER'S ANDIOR OWNER'S REVIEW IF COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH 6. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4'.UNLESS OTHERWISE NOTED. REQUESTED, (C) 2001-2010, Copyright NOAce'. BUILDING/PROPERTY OWNER AND ANY SUCH SHUTDOWN TIME SHALL BE ibem Documenls/Drewiigs Are Pmtlueetlb d MATERIAL,ROOFING LABOR AND MATERIALS,LSTEEL GROUNDING RINGS.FRAME FOR COORDINATED WITH THE BUILDINGIPROPERTY OWNER. S WELDING ELECTRODES FORMANUAL SHIELDED METAL ARC WELDING SHALL Are Therefore The Intellectual Prvpe2 of Concordia STEEL WIRES, PLATFORM, CHADOR MIT CH MICAL GROUND GROUNDING UM BASS, ]. REINFORCINGOCATIO OF REINFORCEMENT HALL BANDICATE ADEQUATELY SECURED R IN POSITION. LOCATION OF REINFORCEMENT,HALL BE INDICATED ON THE CONFORM TO ASTM A-233. ElOSERIES. BARE ELECTRODES AND GRANULAR FLUX Gmup Bl Cgineeror DONOICOpy, OJo e. WIRES. COPPER CLAD OR MIT CHEMICAL GROUND R00(S). BUSS BARS, TF CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. Documents Ina yor Repll Ieout Paaining asa TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE,TEMPORARY DRAWINGS. THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENT Documents In any Manner Without Group. Obtaining WnXen CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING ,HALL BE PROVIDED. EXCEPT AS NOTED ON DRAWINGS. Consent From The Concordia Group. ELECTRICAL POWER CONDUIT. LANDSCAPING COMPOUND STONE CRANES, CORE CONSTRUCTION. C. FIELD WELDING SHALL BE DONE AS PERgWSD1.I REQUIREMENTS VISUAL DRILLING, SLEEPERS AND RUBBER MATTING. DEBAR, CONCRETE CAISSONS, PADS MINIMUM COVER(INCHES) INSPECTION IS ACCEPTABLE. MEADS AUGER MOUNTS. MISCELLANEOUS FASTENERS, CABLE TRAYS, PROJECT NO: 8831654 NON STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR 15. CONTRACTOR SHALL SUBMIT AT THE END OF THE PROJECT A COMPLETE SET OF CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ,_ 3' REQUIRED TO COMPLETE TIE JOB ACCORDING TO THE DRAWINGS AND AS BUILT DRAWINGS TO U.S. CELLULARS PROJECTENGINEER. EXPOSED TO EARTH OR WEATHER'. 6, PROTECTION #6 THROUGH #18 ,.. 2' A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL SPECIFICATIONS, AND PAINT ANY FIELD CUTS, WELLS, OR GALVANIZED BREAKS WRH IT IS THE POSITION OF U.S. CELLULAR TO APPLY FOR PERMITTING AND CONTRACTOR 1fi GC WILL NOT START THE CONSTRUCTION UNTIL AFTER THEY RECEIVE THE PRE CON HE BAR AND SMALLER ._ 1-t12' DRAWN BY: PS CHECKEDBY: GRAS ZINC BASED PAINT. COLOR , MATCH THE GALVANIZING PROCESS. RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. PACKAGE AND HAVE A PRE CON WALK WITH THE PROJECT MANAGER. 8, TESTS CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY TIE CHECKEDBY' RH APPROVED BY: GRAS, TIP A U.S. CELLULAR FURNISHED EQUIPMENT SHALL BE PICKEGUP AT THE US. CELLULAR DIVISION 2 _ SITE WORK: ENGINEER AS THE WORK PROGRESSES. FAILURE TO DEFECT ANY DEFECTIVE WORK WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED. DIVISION IY G O C WORK: OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT UNCRATED, PROTECTED AND INSTALLED BY ME IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE. I. THE CONTRACTOR SHALL CALL UTILITIES PRIOR TO THE START OF CON,TRUCTION. CONTRACTOR WITH ALL APPURTENCES REQUIRED TO PLACE TIE EQUIPMENT IN ALL EXISTING ACTIVE SEWER.WATER, GAS, ELECTRIC,AND OTHER UTILITIES A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER FOUNDATION. OPERATION, READY FOR USE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES,AND TWO SHALL BE TESTED @THREE DAYS,TWO @ TWENTY-EIGHT DAYS. THE FIFTH THE EQUIPMENT AFTER PICKING UP, WHERE REQUIRED FOR THE PROPER EXECl1TION OF TIE WORK, SHALL BE CYLINDER SHALL BE KEPT SEPARATELY, IF REQUIRED TO BE USED IN THE FUTURE. PN FY4 RELOCATED AS DIRECTED BY THE PROJECT MANAGER. EXTREME CAUTION SHOULD DIVISION 13 - SPECIAL CONSTRUCTION A�^'•••••••• •• S 4. DOCUMENTS SHALL AND WORK PERFORMED UNDER IN MATERIALS ECONTRACT B. ONEED ON NDERSAMECSHALLBE AS CONCRETE IT REDWEATIER AND �L•• ••yqO BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR � /� • • OOCMANSHIP FORA GUARANTEED IODOF ON (1) YEAR DEFECTS IN NATE OF FINAL NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR TIE COED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. ANTENNA INSTALLATION Jr �` cry A WORKMANSHIP UNLESS NRIODOTHERWI) E ANY THE DATE WORKING CREW. THIS WILL INCLUDE BUT NOT LIMITED TO: '^ =• •OVZ_061844 •%yam ACCEPTANCE, UNLESS NOTED OTHERWISE. ANY FAILURE OF EQUIPMENT OR WORK Q ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TESiCttINDER,TAKEN. V DUE TO DEFECTS IN MATERIALS OR WORKMANSHIP SHALL BE CORRECTED BY THE 1. WORK INCLUDED; CONTRACTOR AT NO COST TO THE OWNER. A CONFINED SPACE LICENSED B. CONFINED SPACE 9. PLACING CONCRETE A. ANTENNAS AND COA%IAL CABLES ARE FURNISHED BYUS.CELLULAR UNDER • 5. ALL WORK, MATERIAL,AND EQUIPMENT SHALL COMPLY WITH ALL REQUIREMENT, C ELECTRICAL SAFETY A THE ENGINEER SHALL BE NOTIFIED NOT LESS THAT 24 HOURS IN ADVANCE OF SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION •t PROFESSIONAL j• OF D, TRENCHING AND EXCAVATION CONCRETE PLACEMENT, INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS ERECTION SUE- I ELECT LATEST WOE (NEC).AAT INTERIM AMENDMENTS OF THE NATIONAL ••.• ENGINEER + CONCRETE SHALL BE PERFORMED ONLY IN TIE PRESENCE OF TIE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL AND ' ELECTRICAL FEDEA L, SNATIONALOCALLWSANORDeNAOCES. AL AND ALL 2 REMOVE SIDEJOWNEKS PROPERTY MATERIAL CLASTEIEDUNSATISUNUSED PROPERTY. ••• OF •r' ` APPLICABLE FEDERAL, STATE AND LOCAL LAW,AND ORDINANCES ALL CONCRETE SHALL NOT BE PLACED UNTIL FORMWORK EMBEDDED PARTS, / ' (� EXCAVATED AMTERIAL INCLUDING MATERIAL CLASSIFIED UNSATISFACTORY, REINFORCEMENR FOUNDATION SURFACES AND JOINTS INVOLVED IN THE PLACING HAVE ELECTRICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL BE NEW CONTAMINATED OR DANGEROUS TRASH AND DEBRIS,AND DISPOSE OF IN . INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND U.S. CELLULAR SPECIFICATION,. \ ` I •FdI O\ (EXCEPT WHERE OTHERWISE NOTED)AND SHALL COMPLY WITH THE BEEN APPROVED. AND UNTIL FACILITIES ACCEPTABLE To THE U.S.S CELLULAR ' V LEGAL MANNER THE WORK K PROVIDED BE READY FOR PLACE LSHMENTOF C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. REQUIREMENTS OF THE UNDERWRITERS' LABORATORIES,(LLL)ONO BEAR THE U.L. LABEL THE AS SNAP IRO. CONCRETE MAY NOT BE ORDERED FORD PLACEMENT UNTIL ALL ALL EXISTING 3. WHICH INTERFERE WITH THSEWER,WATER, NOF ELECTRIC SHALL BEREMOVD ANDGIVAVEBEEOVAL TO START PLACEMENT IN WRITING. FOMEDAFINAL INSPECTION D. INSTALL FURNISHED PRINTOUT OR ALUMINUM WAVEGUIDEANO WHICHINTERFEREWITHTHER OTHERWISE THE WORK SHALLBERS WHIG AND GIVEN APPROVAL TO STARTPLACEMENT IN WRITING. PROVIDE PRINTOUT OF THAT TEST. 6. U.S. CELLULAR MATERIALS MICH. ION ARE NOT IN REJECT ANDIOR OTINT CAPPED PLUGGED OR ROTION OF HE WORK C POINTS WHICH WILL EQUIPMEMORMATERIAL,WHICH. INHIS OPINION ARE NOTINCOMPLIANCE WITH B. PLACEMENT OF CONCRETE SHALL BEINACCORDANCE WITH ALI301 ECONTRACTOft ,HALL PROVIDE FOUR INTERFERE WITH THE EXECUTION OF THE WORK ,UW ECT TO TIE APPROVAL ET SET,OF SWEEP TESTS USING QUENC LL p THE CMENTSH LL HE REPLACED EITHER BEFORE OR CONE INSTALLATION AND THE OF ENGINEERING. PACKAROB]13B RF SCALAR STS NETWORK RESULTS TO Y2EP SUBMIT FREQUENCY DOMAIN GL K EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE REFLECTOMETER(FDR)TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS REQUIREMENTS OF THE CONTRACT DOCUMENTS BY TIE CONTRACTOR AT NO 10, PROTECTION THE q. COVERED BY THE OWNERS DRIVEWAY,DISTURBED GRADED TO AANp NOT FOR SHALL ANTENNA PER AND HELIAX COAXIAL ABLE FIELD TESTING RECOMMENDED / COST TO THE OWNER OR HIS ARCHITECT @NGINEER. COVERED BY ME BUILDING OR DRIVEWAY, SHALL BE GRADED TOAUNIFORM A. IMMEDIATELY AFTER PLACEMENT, THE CONTRACTOR SWILL PROTECT ME CONCRETE FORAMENNAAND HELIAX COAXIAL CABLE SYSTEMS' DATED 1015193.TESTING SLOPE, FERTILIZED, SEEDED,AND COVERED WITH MULCH FROM PREMATURE DRYING EXCESSIVELY HOT OR COLD TMPERATURES,AND ,HALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND Be BOUND ]. THE CONTRACTOR SHALL SUPPORT, SPACE AND SECURE EXISTING STRUCTURE AS MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED, AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF ANY B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY EXISTING STRUCTURES DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING 5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SIT E DURING CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND E INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT DIMENSIONS WHICH AFFECT TIE NEWCONSTRUCTION, CONSTRUCTION. EROSION CONTROL MEASURES,AS REQUIRED DURING HARDENING OF CONCRETE. PER MANUFACTURERS RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS #8831654 CONSTRUCTION. BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. PLANO EAST 8. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF TIE WORK TO BE C. ALL CONCRETE SHALL BE WATER CURED BY CONTINOUS (NOT PERIODIC) FINE TERMINATE ALL COAXIAL CABLE THREE (3)FEET IN EXCESS OF ENTRY PORT COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED BY THE GOVERNING 6. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING. MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN LOCATION UNLESS OTHERWISE STATED. 1947 DS HWY 34 AUTHORITIES. ANY WORK THAT IS ENCLOSED OR COVERED UP BEFORE SUCH CONTRACTOR SHALL ESTABLISH GRADE AND LINE STAKES PRIOR TO CONSTRUCTION AND FREE MOM ACID,ALKALI. SALTS. OIL SEDIMENT, AND ORGANIC MATTER, YORKVILLE, IL 6OSBO INSPECTION AND TEST SHALL BE UNCOVERED AT TIE CONTRACTORS EXPENSE: SUCCESSFUL CURING SHALL BE OBTAINED BY USE OF AN AMPLE WATER SUPPLY G. ANTENNA AND COAXIAL CABLE GROUNDING: AFTER IT HAS BEEN INSPECTED, THE CONTRACTOR SHALL RESTORE THE WORK TO T. CONC00.01A DOES NOT GUARANTEE OR WARRANT THAT THE AFOREMENTIONED UNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF SPRINKLE TE RS, AND 1_ ALL EXRIOR#6 GREEN GROUND WIRE 'DAISY CHAIN'CONNECTIONS ITS ORIGINAL CONDRION AT HIS OWN EXPENSE. ,PRAYING DEVICES. ARE TO BE WEATHER MAID WITH RFS CONNECTOWSPLICE EASEMENTS ARE SUFFICIENT FOR CONSTRUCTION TRAFFIC. GC SHALL CONSULT WITH A WEATHERPROOFING KIT#221213 OR EQUAL 9. ALL EXISTING UTILTIES, FACILITIES, CONDITIONS,AND THEIR DIMENSIONS SHOWN US, CELLULAR REPRESENTATIVE AND LANDLORD WITH EXACT LOGISTICS TO FACILITATE CONSTRUCTABILITY OF THE S RE AND DELIVERY OF CRITICAL MATERIALS SUCH AS THE TOWER, 2. ALL COAX IALCPl3LEGROUNDINGKITSARETOBEINSTALLEDONSTRAIGHT GENERAL NOTES ON PLAN, HAVE BEEN PLOTTED FROM AVAILABLE RECORDS.)ASSUM THE RUNS OF COAXIAL CABLE NOT WITHIN SENDS). ARCHITECT/EN TO HE AND OWNED (OR CELLULAR) TUMENOR RESPONSIBILITY HOW ORIGINAL CONCRETE AND CRARESACE MY AND ALLDLEASEAREAGCS RLLRETOREG, TO (NOT O WHATEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ORIGINAL CONDITIONS AND REPLACE ANY AND ALL OISNRBED TREES OR LANDSCAPING, L% SPECIFCATIONS ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL FIELD LOCATE ALL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL 8, CONCORDIA IS NOT RESPONSIBLE FOR TIE MAINTENANCE ANDIOR OPERATIONAL FEASIBILITY. BELOW GRADE GROUND LINES AND UTILITY SAID UTILIT IES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELOCATION OF ALL UMILTITIES AND GROUND RELATIVE TO WORKING SCHEDULES AND METHO S R O EMOVING ORADJUSTING 9. SCOPE OF WORK FOR THESE PLANS DOE, NOT INVOLVE VALUE ENGINEERING AS WELL AS INESHAT MAY BECOME DISTRUBED OR SP=2 AFFECTED UTILITIES. MAINTAINABILITY OPERATIONS OF TIE SITE, ACCESS OR UTILITIES. CONFLICTING IN THE COURSE OF �Jr LL CONTSTRUCTION. 1 ::1 E}(II ' e POLE O NEW ; NEW 8.W WJI) v k, US.£:izLLULAA - ! LJ,S,CEF.l.ULAIi- I >,4;NoPOL1« w uT4L,TfEAsEMrNT U.S. finer .y z;ra£rraa.E F3E4Y 60.(1°x BO.B' � �� ,. {�j `x,, } �g-• U,S.CELLULAR LEAS€ v AREA(3.E4-u SQ.FT,) rJ TELL`D PEDi STAL ONE PICRCE PLACE EW aa.25'x 24x1•V 0 LJSHf"AXDAQ3 SUITE acts _ _ _ •,, ye�y '`U.S.CELLUL R FT rrASCA,ILL N06 60143 EQUIPMENT SHELTER �+' ;s' OFFiC�;(630)T13-ftF0 GAlt;H 9ASIrl FAX:(6„"4)"6-iw :a r . TRAFM=ft EXISTING CATCH BASN , CONCOM�.LTD RW 05,B ROV4"ARAM Top OF PIPE- -15333'3 {] X x U,s.CELLULAR � LrC�N,ge e 1 aa.cra9�!za iPCCa. INFI•F�833.82'# i. w .✓ y, {} a"NPE SET ACCESS EASEMENT x4 w nor PnF rauho ONCOMA WIRELESS,INC. 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BENCHMARK INro a, � '+° E?tISTWGw v "—"T-^— U.hDEIaGRUIHV[7 t>a •??vEid•EJh'E f_TBMPI-CHISELED CROSS ON 000G.CURB INX€S NG RA:r8 AREA " i SEW ELEV43r7,B'(NAVD68) PARKING AREA z,IBM cHls Eb czt ss ON coNC tuna IS CtORDU+D 4YArERL:E * ;i 11I i i ELEVs630.W(NAVD 88j OF I OCKCME �p� �Vol w i AWtiwLr GENERAL NOTES ���Ab EXIt Nr, .. ., y y C GRAVEL 1.ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMAL . -GRAVELARA EiSTNG PARTS T€E2EdF., CLRT;VATER FIELfl 2,NO DIA£NGjION S SHALL BE DERNW FROM SCALE HAS- Z EXISTjgG ZZ, R£ASi2FAiEFT$. ,��A5RFiN.T 3.COMPARE DEED DFSCRiPTY AND SITE C7NDli(x4A AREA Dr 3Ra WITH THE DATA t1tiFN AN THIS ..«�y•-•,`}as°�N"r*�rg�'�"r'l-?���%� O ,• + P1,J`JJ RKID tTEl�tlFlT ANY +. D1IREPANCI£S TO THE SURVEYOR AT OWrx. BRASS AREA w Y :PARCEL' d w S(SRVE°f i�€#!1� F1149—,�1[yf+ 9 m w ExsTBlc v Ii OR'S NOTES TITLE k]rJMMITME.JT5 GREPY.LtE 2 8V 1,THIS EXItll3li LR 3U4JECT Td",}RT'iLR`3 Cic� M ,�,■I,J - O �y -. _ MiEATLAND-VTLE GUARANTY I::-.0 ,EFFF.CT15 E VATF_WiIt6E..R 10,20U3: MSTiNt3` YYID fELZ Pit1P4IPE R.rEti KL 1. U7ti1TY 2'TH19 PROF E$;r;C1 NA1 SCR'If:(c[;.ONFtSitFtt57fl iLLI?1C'!€5 flaJNEr.511!,+I S7AN€tARD'a` `O' ®°• POLE("rYP.) F d FCJ;RTGP IFLAPHIC sUh's^R_vS. 9 9rFIELDVA- KCOMPIUIZO C.23,200 ^ } — '7,- ITT ,q_O-w L7NE- w V r R B%5rt,OF U ARJM('D:EAS F R_£3-iN LINE OF ELOAAWN 0()-'0iFJE1:6 SW 49.21"C, • << PER CP?i(?ANDDJ NSRS'W,ILI.II'4M STILTE:PLANE.F.ALI f zC[^IF}. 5,ALL UTWTIF ailnSROwv?�±ArsCAPab•,utra:.rte-�.��s';(Irk:;4t'R'fld2uFPC.Q m3lbft4 ��. Ex-IJ. 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WIT.£W li.!fps¢3 a '`', YORKVli.1.E,4L iIF1 i i- r..ilY1gSAFlx I L+�SS,xH.AN iG.fNtYn.Fg4 R&O NhL LANG!L.1.EYOR >•-----+-- ris�rKr qr-&q C..h!f R£6'!ilCC11.Ir6T Ar %-D Air 8Fifj jfF4 pAyfI r.*7NREf?q�aa+•S.EA:f>xf�[�A'N9F'd i4'u�rvS},gD Jqt lL�T7 4A�tlSrr,-rAY i.,-- •::Tq --- r;� E.# rt�rwuhvd }e rz MAAON s�cl znl4 DISTANCES GEtd §3Al NOT TO t r' { r_ —— �PROPERTY LINES 14,FLJWC IL ri� 11=- Ic 1.ha_C[I!1 NGnN',3 ANE GIV-M 6FEPT AN1)LDI€:I'.�-4- ! kh;'i1-I/yy1 -` — -� F'ART�rN-R'cC7c 1LLIrK?'.'y"9aR'JF �'!l01L LAN �r�aa!;,ti'£Y.-43- S3�N32 �-��_.. -.^max-.an.c.'. $,Hl'J 13�fh MIS-ihAt_L$'_.C4_Rt"13 FF[{a4N S!;Ad.r f1CLtfSE aXRR+lT�CFI 7ATE:r+bs'>s'P42gR Rin1C $ 9 f:QWlx PF FC11 ;� f;N9PTlf$i lU.7 f,IFF,CC}kdGlTf£R°d3 L VPTH 7 eanYA 09TH 6411112?aNMQ ACPW(AN/ - w --'Wp NM-$$VOR TfeC t.CASE SITE Cl;i;;{.FP!!'rf•LC�Jt?f IF Z; R v L YCi{s XT C9,I I 10 rIL€TY 15-Alw -"T S^Y'_N'.iAr14REPtrc. ---'l MIS- LEGAL,DESCRIMIN OF PARE4T =aj 2-E F4,p- Pxl.c NEW CF"LULAR 'NAT PART Of PIE 'QUrIMEST OUARMER OF erml H A KA MNWER"P 97 NCP.TH,RMOE 7 EMT OF ME ttf.RSO�J`M�h-V'At WAI-W-E OFiIt'NOIS FtOUTENO,24 FOR THE I8_401()F IK!N6 UF,��CPISED EIY, NEIN ITO V0139 AT A POINT 014 TINE V,=_27 kINF1 LIP !,A0 '_36�32t 50.21 ) f:fR� S 50.2 U.S.CELLULAR I , JD�47, 7'Y.I.RMR AT TW. TNTERSECTR)N U�JV�E fj,�RTTJ U.S. cellul'al NEW BECI)NhNG, SILITCE NORTH CO DEfMT-A'T. ID 1,4-JUTES ;S sEcm)a usr mcnG THE Y4,aW LLIE of_km rfcTKN,jxN3 NEW 60,0'N ME' X O.Sw CELLULAR--- i�l I I - FEET� MM Sf-A,'FH fA OEW EE: 36 M IUMS 37 BE C2NDS UA.CELLULAR VAST PAM r...00 1 Z>AID NORTH LOL ()f tICKJIL MD.34, 4P.30 ONE Plr-RCE PLACE LEASE AREA[304 84.1^"T-) FEE TOC� T� kk:i_SOUTH no to IAJN nfs 28_IEuL14:m W�111T PtlR4uFt.WITH SAM WEST INF_f�W FESI TO 5013 NOWO SLME6W 14EF.;T14ENM NORTH 114 D:.GRFES,36 MINLITEI Z Srl'Cwjr1$ tfAS-CA,iLLIWOWS 60143 �';T`ALOOS 42IM)NORIA LINE-140.00 FEET TO.THF POINT Or OFIZIM (W)733-166 SE Wf*fN TTIE T(yM4SHII`tom'DA 10L, KLIN Is EX'E14 IT IFcI PART QF'FmZ sairswFS7 <nxrjmn " SAW 0 SEC"-Dfl ii,I.RLI AT TIE SOUTHYVE31'CiAle R OF SAJOK)UMWF�r rx laUAfl rER'�-feK�F NORIII 00 OfORFES 10 MINUTES a?�$EDOWS umml 0 IS4.006ftll It.WA. EAST 7,1 �24 I'l 1 1 O A?j ASSUM(tO tJrAR"ALONG nr'',BEST NEW 12.01 VADE [INIF fF SAP SOUTIMEST (WARIER TO 7HP P(XW OF ONCORDIA WIRELESS,INC. Us.CF:"UL&R BEGINNING- THkV,I:F CONTINUING NORTH 00 DEGREES 10 A="s MIWTE$27 EAST ALONG'_-'0JlJ WE2.7 LINIF r�W FEFT�, EAl."T THENCE t,00TH 134 DEGRKS 3G J04UTE8 ZZ UM14DS Eh�,f 15a,-1 6a5 E�GOLF ROAD FEET,' IHFNCE SOUTH 90 DEGAFES 10 MINLIE3 2t SECONT�S SUITE 0 IT E WEST WY.74 FEET,THENCE SOUTH 40 fl;I;REE�22 MINUMS 38 ARUNGTON HEIGKr.S,IL 60005 NEW 60.0'x 600 SEMNOS EAST oIA7 Ff�C-T: THENCE M DTiuAEEr :% ig GFLLLJLAR LEASE AREA MWUTr$ 32 ECOt= EAST X53 FEET; J\,IAJM(5411981-Ml o �U Ws. 11TENC17 SOUTH 00 I DEGRIBEE to SMINUTFS Z7 SECON"WESt 51:FE�T TQ TME (3,600 SQ,FTj EXMTINO.NORTH QIrHT(W WAY LINE OF U.S,ROLM"34,THENCE N-411111 64 DEORKS U 4L41JTES J2 SEC MPIS WZ�t`f M.AFEET Th*" J_vew _Lry Fnr.pftoK*iv-1 FO THE POINT OF BEGINNINC, IN THE T&^:NIP OF:BRISTOL, I, KEW)AIL CMWr(, ILLINOIS- SITUATED IN THE COUNTY or Ct�Or U-r�m�. Da?A.( r-vrqO�cv NEW kv WIDE KENDALLNNO SLATE OF 11.1,INOIS, p—, o � ��# �i1 °o$ US.CELLLILhR i Can9s.'u From T*•�Ca+av�n Grpnp. ct W U-%CaLOLAR POINT-A-, NE P'O's;HM U.S.CELLMAR 1 A--S EASMENT DRAV04 er. JS ECKED Ry: CKM sBS"-t0'-3q-w6T%w I CHECTILEZs BY:RH APPROVEIDBY'MH Ivw-to,-aqw qa$'T NEW 12 ol YADE U.S_CELLULAR t i Ix -—-—-—-—-— ACCESSFASEMENT SECTION 19-37-7 EASEMENT PLAN 0. GENEM NOTES OF Yk/f Lu i�ALLDIWNSIONGARF GIVENIN FEET AND 060MAL PARTSTHEREGF. 00 MMAFA LeGALDE8fRIPTION OF 3.NEV,,' U.S,CELWI-AR LEAST:AREA MEASUREWNTS. 14 9.COMPARE DEED DESCRIPTION AND SITE CONDITIONS AT FL)UNU IRON PWI:Ar W-ATMEMI OCOINER OF f`6mtf, WITH THE BATA aRlIEN ON THTS JO_P&AND REPORT ANY PAOlfFl:IM W-t SOJ714 00 DECREES 40 KNUTF-S 71 8ECLW0,1 EAZT 04SCkEPANCIESIO THE SURVrYORAT(NCE. NUME"PA At.0141.(-.A INE'OF AT`CREU0 PAHE)i 17 PAMP 49.05 FEET,' SOUTH lomimums 311 rIE00NOSINF-11 67Y.EETTOII46 PONT OF bl';KN Nro: THENCE 501,1114 03 OEILMEEN 19 PAINUIES 21 MARKER SEccws 6000 FEET TO THE PI NT 145MUkTURPI KNQL"AS I RZA TA7%THf-.fa-,E SOUTH 39OfG4tEU I,(IMiNLITFA19UL<0h`E*wEsf SORVEYORS NOTES VISC 0.4" 0.35 a fit 41A F,R.O.w' S64�W-32E Sl'(R.) MA��XER M40 FErV Toi'wE 90�N'T OF 1.5jnZ SOUAMZ WHEATLAXOTIII.'�GUARANTY 67AWANY,EFFECTIVE DXT-��OCIOOER IS.2wa FEET OF W40,MORE OR LESS.ALL,•N TIME TOVIA 4ZIlW Or WTG FILE NUNBEFL TE8+j C29,Q, 0.12'W KENOW VOONTY.ILMO(8. /_--p'.tp. FOR lOFIM4pPHIr sIJT1EY5' SW`-l"rw Y.5.te(R•) 3,FIELD WM COMPLETED.02-23-wQlo. 16.04,ic',T LEGAL UESCRIPTIONT OF 4 MSK',OF 8tMNQ5.C.637 FLO.W.LINE OF ELDAMNN ROAD WEING W0;'-iV-'21'E, NEW U.S.CELLULAR UTILITY EASEMENT PER OPS.j?iAD61-N3R9 1,907,ILLINOIS STNIT PLANE-EMT ZONI;) 5,�,U UYlLrr"E%AS lViONN ARE APPROXI'dXMILOCAlIntIS,QEP.fVFD FROM CAlUEl,",M AT TPE AFOREIAM MINT "N'� 11111fK* SOUTH 80 ACTUAL k�[ASUREMFFN 2`2 OT N84._"t' ')'W?A&FNjF_j)T Of GPFF3 10 M-kVI'T�S'I�SECO�05 MST OX-i-,r I A tl Tir-k-PC.WP OF AULDN D!n -Zl2'Wj4&W,(R) ZirPhr.TZU 10 UE EXAC.7 LOCATION NORSI 101.11-04T BE A3SUVED 1 Iil%l'TKKY (C,) THOW4.�-WIWJW,GWYH"O LIICCS 10 141"JI0 T) PLA L. EAST WE-10 �U n FFEr TO TH�,' EAST NIL`IHT-0P4VKf T,Ihk cm: AREIRE MLYUMUT(F�a?KTHEAREA tmiF Gau N Aftldk Tr*M-E hICRTi$W mr1RIFE&4_D k*JUlspl VI 5fciw**l 1947 US HVVY 34 s I O 00$1 r r M vw xF10W&,,m EAA r A31H 6 4ff-Y-AA Y L INE;W W" 4 a7 N{ M 44 il )-'s YORKVILLF,I 6 J'560 ,CuTji w OL-�;RIMS 0 IJAIJIMS 21$KONIX tAF-T 600 FEFT"TO FIR: CO(X US HWYJA7 �DmT Of BF�,MIMI CGND�NKG P,4S2&QUARE OCET Of 1^t),)"E' �%tl,ESS,ALJLIJi ME 0406 FFCFE-Wwkl�L-Ab z�,.ATAVOfZ millIKA1,11A� -xMEPE8V7t4'k4 TIttvLAk+EH�)MJ KFFC441&A 00FIFIBC _E BOUNDhRY WFO, LEGAL mvjlw�op�- E &T_�' EA PLN P.n.s-Exc"Pe{on; L PTI()N;S NEW IJS.CELLAAAR AWES$EASE 1 EASEMENT PLAN w LEGAL DESC3RIPTIONS 9Fn9k4ftP Al TK AF "tW&%THT�ILI-.,90U%Qa QL WES 4 4d:ld Ta� 4�3 OrGREES 3AT-AP R ftig Wl PEOW. 0611 FEE F 1)1(41*FlwrFtio A:I�kp lwl""vm3a:�FODW,� Tlw WAY 11 la 11 FEET TO F3i�CAST RYAA J.'NE UP UIPANAW R:.",,- -t�.AYH N, PkliltElie,4-n miNqrEll 21 (,,p0UNDARY INFO WFsr P"., lio AFOQUIG FAST ktpGt4T'0FJNxy F3VYWIC'40ATL'N7VE0xBEH:M,Mr, MINI'll ES"2 8ECOt"PAST Da FIT -4 C(NTANTT'3'LFWA$QLAWTIE ff T LS 14 HE Ta.vTaw w,PiW%To�,xE*WvTk I,.I'll I�1,171 Kll��'Tn) 4 p siT" 'w r fiw=F :,, i. MATCH EXISTING, ° d EL=6M.40i i � ` Q f 1 ��.•.°' I LATCH EbST1NG 1 °=6 �� Cellular r U.S. Ce u .�• ! ' 4'THICK LAYER OF CA-15, FRGPOSED giAIN LINK a d TO 95%STANDARD=�f FENCE(TYP. PR ZACTED R DENSITY(TYP;)WITH 2 a d O e' 4 d MM113/4'WASHED STONE ON TOP. I - ONE PIERCE PLACE 8 - I ° .° I I SEE SHEET A-8 FOR DETAIL NEW MONOPOLE, -..,636-.—_..__.___.�.__..._,_. SUITE 800 d V I T/CMI.?I��36,St1 �""'� ITASCA,ILLINOIS 60143 `+ 4 { r! �'` i /' FAX (630)285-1580 600 PROPOSED LEM EOMPMENT SHELTER CONCORDIA,Lm TOP OF F�UNDATI{INATI =636"3D A PROFESSIONAL DESIGN FIRM LICENSE N 184.609952-D.B.A. .1 ' _ I alma CR06S ON b a a d f 1 ONCORDIA WIRELESS,INC. I GONG.CURB a 4 - d=W. ! ,�� ' 4 — 505 E.GOLF ROAD I d 4 MATCH D'an� NEW BAS WIDE V. !/ SUITE D&E EL=`837.80f l 1 CE1LUlJ4R UTILITY I I MAIN: 184 y 8110801 60005 a IEA$EMENT-- .MATCH E%IS11NG (CJ Concordia 20012010,Copyright Notice: EL=635.35 635 +^�� Thsss pacuman[s D avrings Are Produced by and .a d n< �1 .' Group Of Compani—Do No[Copy, produr ordia P P PY,Pads of ce. . j — — -- �•�'�� — ` -- --_f---__ Revs rse-Engineer or RePlitt Any btaS of Wrin pocUmenls In any Manner Wllhow Obla{Wing Wrillen I ConZri From The Conco dia Group. d a MATCH MSTIA q � . 3.�r m �� s !- '� - EL=.835:7Ok _ -•��` _ "� PROJECT NO: 8831654 d d d DOISTING v ° d I' � T5 ��� .FINAL DRADE �DRN F�D PRAWN BY: PS CHECKED 6Y: GMS NEW 19-FT 1 WIDE ACCESS EASEMENT W/ \\ _ CHECKED BY: RH APPROVED BY:GMS,TP HEYf SO`FF GRAVEL DRIVE' \ � 4 (9"CA-6 'COMPACTED TO EROSION CONTROL SILT i . 95X STANDARD PROCTOR'DENSFIY) FENCE(TYP.) All LU w. 4 LIMITS OF �..........� FIELD AREA � •• O - � DOI511p1UrGRASS a, f,' 65 :� C9: 062-061844`. O ' —G34 CL s i -�� r ( LICENSED PROFESSIONAL ENGINEER r \� �632 `�� �f•N p\ EARN DR t DETFlI]ICN POHI� 1 ENLARGED SITE LAN SCALE =,D-o"(, =2o-D IF„X,7SHEETSIZe) 6. AS THE SITE IMPROVEMENTS ARE BEING COMPLETED, CONTRACTOR IS REQUIRED TO CONSTRUCTION SEQUENCE MAINTAIN THE LANDSCAPING UNTIL THE GRASS IS ESTABLISHED. INSPECT ALL SEDIMENT AND WOOD OR MLTAL POST AT 10 FT MAX. „ EROSION CONTROL MEASURES WEEKLY AND AFTER RAINFALL OF 0.5 OR MDRE. #8831654 1. CLEAR AND GRUB SITE ACCORDING TO PLANS. LEGALLY DISPOSE OF ANY DEBRIS PLANO EAST FTLTLR PRODUCED DURING THE CLEARING AND GRUBBING ACTIVITY. 7, REMOVE ANY TEMPORARY CONTROL MEASURES NOT NEEDED, 1947 US HWY 34 FABRIC YORKVILLE, IL 60560 FLOW 2. FURNISH AND INSTALL EROSION CONTROL SILT FENCE 5.0 FT OUTSIDE OF WORK AREA. g, CONTROL DUST DURING CONSTRUCTION BY ADEQUATE USE OF WATER. /��� ` . 3. CONSTRUCT EROSION CONTROL BARRIER AROUND EXISTING STORM AND SANITARY 9, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ENSURE EFFECTIVE PERFORMANCE OF THE REQUIRED MEASURES. ��� STRUCTURES AS REQUIRED, GRADING PLAN 6r, Q BACICFILL TRFNCFI TO ' 4. STRIP AND REMOVE ALL TOPSOIL FROM PROJECT AREA. COMPACT SUBGRADE TO 95% 10. ALL EROSION CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS OF FINAL SLCURL FABRIC STANDARD PROCTOR DENSITY. STABILIZATION OF THE SITE. C-1 5. INSTALL ALL SITE IMPROVEMENTS AS SHOWN ON PLANS. 11. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE LOCAL STANDARDS EROSION CONTROL SILT FENCE AND PROCEDURES FOR EROSION CONTROL i - IMPORTANT NOTES: _ 1.GC TO HIRE PUBLIC DIGGER&PRIVATE LOCATE SERVICE IN' II+\ ORDER TO LOCATE AND PROTECTANYAND ALL SURFACE �I pRbp�,R V ~ GTILLIITE STGD NOT SCALE OFF THESE PLANS FOR ANY BELOW LINE `836 - NEW 60.0'x60.0' - U.S. Cellular I SUBSURFACE PLANS MAY NOT CONTAIN O REVEAL ALL - NEW B.O' U.S.CELLULAR LEASE SUBSURFACE UTILITIES;GC IS RESPONSIBLE OF I OCAriNG AND , PROTECTING ALL UTILITIES DURING CONSTRUCTION WIDE U.S. AREA(3,600 SQ.FT.) , -CELLULAR - 3.GC WILL NOT START CONSTRUCTION UNTIL AFTER THEY s NEW HIGH` UTILITY ftECENE TI PRE CON PACKgG6 AND HAVE A PRE CON WALK ONE PIERCE PLACE I i EASEMENT U.S.CECLULAR MONOPOLE,,. WITH THE PM. I TO BE FURNISHED SUITE 800 BY U.Si CELLULAR ITASCA,ILLINOIS 60143 &INSTALLED BY GC, OFFICE:(630)773-1600 EXISTING I NEW `I FAX:(630)285-1580 -BUILDING,' I UTILITY POLE i NEW 11.25'x24.0'U.S. FURNISHED& t CONCORDIA,LTD INSTALLED BY s � I CELLULAR SHELTER, q PROFESSIONAL DESIGN FIRM FURNISHED BY U.S.CELLULAR 1 C I &INSTALLED BY GC. , LICENSE M18d.00A95b C.B.A. EXISTING I ____�_ ......- �' unIDERGROUN' T• ONCORDIA WIRELESS,INC. ( ELECTRIC - 4 LINE(PER is i — — 505 E.GOLF ROAD J.U.0.E.) I NEW 12.0'WIDE SUITED&E ,I US CELLULAR ACCESS k\ I ARLINGTON HEIGHTSL 50005 . . EASEMENT WI NEW 10.0'WIDE MAIN: (847)981-0801 I i 635 $34 GRAVEL DRIVEWAY Copyright h 633 1 ' ` .) 7hess pocume nis/OraOMngs Are Poduced by and - STING $? r�,I Are Therefore The Intellectual Property of Concordia ---� MANHOLE Group Of Companies.Do No[Copy.Reproduce, Reverse-Engineer or Replicate Any Paris of These _ / I EXISTING EXISTING I. Documents In any Manner Wlthoul Obtaining Wrihon EXISTING / INLET(TYP.) DETENTION ` J/ Consent From The Concordia Group, ASPHALT .—./ POND I EXISTING PARKING r I •' FIELD AREA i, III I ❑ ' i' I PROJECT NO: 8831654 DRAWN BY: PS CHECKED BY: GMS Z 633 CHECKER BY- RH APPROVED DY:GMS,TP - o W �' EXISTIN _ .3 Z` ROCKS WI I GULVERTE n, a EXISTING fi36 ' r - 4 ?•'<'q COMMERCIAL �7 . BUILDING ��. U►';' 062-0618445'O� I Cz LICENSED 't PROFESSIONAL j �_f s�r� '•L• ENGINEER•�1 �i,,••• OF •o� I ` 1 N• \ EXISTING Z O - t rPARKING AREA - I O _ EXISTING I _ GRAVEL AREA .i EXISTING IGRASSAREA , Q a EXISTING �� - _ IGRASS AREA I EXISTING ASPHALT rn #8831654 .. , . DRIVEWAY PLANO EAST EXISTING 1947 US HWY 34 UTILITY POLE (TYP.) YORKVILLE, IL 60560 EXISTING , DRIVEWAY ' `a EXISTING UTILITY POLE / ,EXISTING _ WITELCOSPLICE �` OVERHEAD OVERALL SITE PLAN WIRES EXISTING i. UTILITY POLE , (7YP.) — _ R,0.W CrgrE G� — - - ,� - IJ S H A-0 OVERALL SITE PLANV {A� YY i 4 SCALE:1"=3s'-0"(I"-70'_0"IF 11 X 17 SHEET SIZE) ®y T� (CONCRETE) IMPORTANTNOTES 1.GC TO HIRE PUBLIC DIGGER&PRIVATE LOCATE SERVICE IN ORDER TO LOCATE AND PROTECT ANY AND ALL SURFACE UTILITIES.DO NOT SCALE OFF THESE PLANS FOR ANY BELOW NEW GRAVEL AREA MSIDE - GRADEUTLITIES. U.S.CELLULAR COMPOUND TO BE lJ,U, Cellular 2.THFSE PLANS MAY NOT CONTAIN OR REVEAL ALL FURNISHED&INSTALLED BY GC. NEW 60'U.S.CELLULAR LEASE AREA SUBSURFACE UTILITIES;GC IS RESPONS18LE OF LOCATING AND GEOTEXTILE FABRIC WEED BARRIER li I ,I,- -I/ 1, I,• I. PROTECTING ALL UTILITIES DURING CONSTRUCTION TO BE PLACED UNDER GRAVEL. 6" NEW 59'CHAIN-LINK FENCE 6° 500X OR APPROVED EQUAL, 3.GC WILL NOT START CONSTRUCTION UNTIL AFTER THEY Mil 1 RECEIVE THE PRE CON PACKAGE AND HAVE A PRE CON WALK WITH THE PM. __ __ __ _ ONE PIERCE PLACE NEW 6-FT HIGH _x`x_x��� _ _x��_x_x—X JX������ ! SUITE 800 l ITASCA,ILLINOIS 69143 CHAIN LINK FENCE W11-FT OFFICE:(630)773-1600 BARBED WIRE,FURNISHED • I I . 1, &INSTALLED BY GC. FAX:(630)285-1580 I 44 I I I I CONCORDIA,LTD NEW 60.O�X60.0' ! O I 'I A PROFESSIONAL DESIGN FIRM I I :Il'x 20' I LICENSE 9184.004952,D,B.A. U.S.CELLULAR LEASE 1 v ! AREA(3,600 SO.FT.) FUTURE CARRIER'S I ' LEASE AREA I � ONCORDIA WIRELESS,INC. 1 0 _- I, 0 i I,• — — 505 E GOLF ROAD 1 --� 11` SUITE O&E l Z NEW 10•FT HIGH U.S. ARLINGTON HEIGHTS,IL 60005 I � CELLULARICE I ! I, MAIN: (847)981-0801 ! i 15'x 30' 0 BRIDGE,FURNISHED i• !; !i �, .I I f- - FUTURE CARRI>=R'S i T &INSTALLED BY GC. (0)Concordia 2001-2010.Copyright NOUra: UJ 1 i LEASE AREA i tY These Documer lDrawings Are Produced byarrd Are Therefore The IntelleWua!Property of Concordia Z 1 I SECTOR A 0 W ¢ Group Of Companies.Do Not Copy,Reproduce, I, I• J ,I ,I, ! i I AZIMUTH:D° m NEW 11'_3^ I U '! Reverse-Engineeror Replicalo Any Parts of These NEW U.S.CELLULAR ANTENNA MOUNT W/ I ! Z W Documents In any Moncor is Group. Oblaming Wdlten U.S.CELLULAR 5'-10" LLI Consent From The Concordia Group.ILL LU (6)NEW PANEL ANTENNAS TO BE LOCATED 1 29'-6��TO CENTER O�TOWER SHELTER ` Y �''' UJ AT 190'-1 CENTERLINE ELEVATION TO BE 1 1 z Ix 0 FURNISHED BY USC&INSTALLED BY GC; PROJECT NO 8831654 xvAC HVAC I.Z TC I 1•L � 1 - � J .l- •1 1 i _ I l = W 1 1 ,! 1j l � f, u' DRAWN BV. PS CHECKED BY: GMS NEW 190-FT HIGH U.S.0 ELLULAR MONOPOLE TO BE l ' I T l 1 g Ul CHECKED BY: RH APPROVED BY:6M5,TP FURNISHED BY U.S.CELLULAR&INSTALLED BY GC. --- --- CO Q NEW UTILITY POLE FURNISHED SECTOR C SECTOR B C, 8 INSTALLED BY COMED.All/ ,L• I, •J l AZIMUTH:24D° AZIMUTH:120 11 4� yTJ ._ - I (z)NEW MODCELLU.S. .CELLULAR CABINETS, LLE Z FURNISHED BY U.S. l,_ _ l NEW U.S.,L NEW UTILITY RACK WITH NEW TFLCO I 1 CELLULAR& CELLULAR DEMARCATION BOX&3-GANG METER i ' 2b' INSTALLED BY GC. — n COAX LADDER :TO BE FURNISHED&INSTALLED BY GC. FUTURE CARRIER'S 3'_2 G 'y U.S.CELLULAR TO UTILIZE(1)SPARE LEASE AREA a SUPPLIED 062-061844 ;WI SHELTER METER SOCKET. LICENSED` - `- - Z NEWLBBR ' PROFESSIONAL � NEW LB BOX_----- — --° NEW LOADCENTER MOUNTED I, •.if ,I. ON INTERIOR SHELTER WALL •! .(,ENTRANCE TO 'y, ENGINEER BE FURNISHED �F SUPPLIED W SHELTER I &INSTALLED �/�•�. F O`✓ -J. ,ICJ BYGC. ` ❑ NEW 8.D'WIDE } NEW 4'x4'CONCRETE STOOP - J U.S.CELLULAR UTILITY V TO BE FURNISHED& ,.I; I;• ,!; --h EASEMENT f -{:I'_6' INSTALLED BY GC(TYP.OF 2) ,l, !,NEW CABLE O RACK SUPPLIED WITH SHELTER — _ NEW 12-F7 HIGH CHAIN LINK ' NEW U.S.CELLULAR /� FENCE GATE W11-FT BARBED GENERATOR TO BE FURNISHED v Q BY U.S.CELLULAR&INSTALLED NEW 10 FT WIRE FURNISHED&INSTALLED BY GC BY GC. u°� ACCESS r 12'-0" 23'_6^ 23 6. - — — I #8831654 _ -------------------- ------ ---- - PLANO EAST — L• NEW 95`3"U.S.CI=LLULAR DF2IVEWAY'I' - NEW 11.25'x24.0'(270 SO.FT.) z 1947 US HWY 34 NEW 12-FT WIDE U.S.CELLULAR U.S.CELLULAR SHELTER,- J YORKVILLE, IL 60560 ACCESS EASEMENT W!NEW .!, ! .h,, .!, I, ; .!, .i: r FURNISHED AR U.S.CELLULAR 10-FT WIDE GRAVEL DRIVEWAY &INSTALLED BY GC. � 1 ,l, , 1, �. 4 ENLARGED=PLAN 100 EXISTING GRASS AREA � .1,• .I; J. I -), ,. �L- ,li .I. I,; � .I, .,li -li - '.I. ,l ,l. I I. .I/ ,li 11, 1, I, .l .�� ENLARGED'SITE PLAN I. .l �, ��, •,I. '�, !; I, - -I- I; A-1 SCALE'3116"=T-4"(3116"-2'-W IF 11 X 17 SHEET SIZE) TOP OF LIGHTNING ROD BD O USC ANTENNAS ELEV. ELEV.t 193'-2"fAGL) TOP OF NEW USG ANTENNAS GAMMA rL ELEV.t 1g2'-i 1!2'(AGL) NLW ANTENNA CL OF NEW U.S.CEL WEAR MOUNTING PIPE fTYPJ ANTENNAS&TOP OF MONOPOLE NEW tT W)(6)ULAR ANTENNA 4-FT HIGH ELEV,t190'-0'{AGL( MOUNT W) BE PANEL LIGHTNING ROD *U.S.S Cellular ANTENNAS TO BE LOCATED AT 190'-0"CENTERLINE ELEVATION TOP OF NEW USC AN S GA A TD B£FURNISHED&INSTALLED ELEV.t 187'-10 112"(AGL) BY GC:ANTENNA F.BY U.S. CELLULAR&BY GC O E USC L ELEV,t 786'-10°(AGL' ONE PIERCE PLACE NEW 190'-0"HIGH U.S.CELLULAR p SUITE 800 MONOPOLE W14-FT HIGH LIGHTNING ROD TO BE FURNISHED ITASCA,ILLINOIS 60'{43 BY U.S.CELLULAR&INSTALLED OFFICE:(630)773-1600 By Gc FAX:(630)285-1580 NEW ANTENNA MOUNT CONCORDIA.LTD FURNISHED&INSTALLED A PROFESSIONAL DESIGN FIRM BY GC LICENSE 0184 u04952-D,8A, NEW PANEL ANTENNA (TYP.) NEW 191 HIGH O CORDIA WIRELESS,INC. SPECIAL NOTES: NOTES: MONOPOLE FURNISHED 1.GC TO VERIFY FINAL HOOKUP LOCATIONS BY U.S.CELLULAR& — w1U.S.CELLULAR ENGINEER,RF ENGINEER& INSTALLED BY GC 505 E.GOLF ROAD Ni PRIOR TO INSTALLATION. SUITE D 8 E 2.THIS IS A GENERAL PERSPECTIVL DETAIL REFER TO ARLINGTON HEIGHTSJL 60005 1.GC TO VERIFY ALL HEIGHTS AND SITE PLAN FOR ACTUAL RIO ROUTING AND LOCATION OF ENLARGED ANTENNA ELEVATION DETAIL MAIN: (847)981-D8D1 AZIMUTHS IN FIELD PR TO ICEBRIOGE GC SHALL CONFIRM ACTUAL RF CONFIG SHEET CONSTRUCTION.GC SHALL NOTIFY FOR ACTUAL NUMBER OF CABINETS TO BE INSTALLED- SCALE:N.T.S. U,S-CELLULAR AND ENGINEER OF DiGCREPANGES IMMEDIATELY, (C)Goncrodia 2001-2010,Copyright Notice: These Occumene(Dra Pgs Are Produced by and 2.STRUCTURAL?DESIGN&ANALYSIS Am Therefaro Tile Intallecloal Pmperiy of Concordia SHALL BE PERFORMED&APPROVED Group Of Companies.Doi Copy.Reproduce• BY TOWER OWNER AND ReveseEngineer or Replicate Any Parts of These MANUFACTURER(DESIGN BY Dacuroenls In any Manner Wfihout Obtaining Wri0en OTHERS) Consent From The Concordia Group. PROJECT NO: 8831654 DRAWN BY PS CHECKED BY: GMS CHECKED BY RH APPROVED BY:GMS.TP NEW STEEL STEP-BOLTS& SAFETY LINE FOR TOWER CLIMBING _w'PN• M:s NEW 11,25k24.0'L.S.CELLULAR NEW CELLULAR HIGH U.S. V` A SHELTER.FURNISHEb BY U.S.CELLULAR NEW GPS U.S.CELLULAR BE NEW 10-FT HIGH U.S.CELLULAR CELLULAR MONOPOLE TO FURNISHED BY .S.CELLULAR& 3CE BRIDGE,FURNISHED BE FURNISHED BY U.S ��•. ,�, IQ &INSTALLED BY GG. INSTALLED BY GC(SEE SHEET &INSTALLED BY GC CELLULAR&INSTALLED . • .� NEW HVAC UNIT MOUNTED ON EXTERIOR A-6 FOR DETAILS) BY GC I SHELTER WALL SUPPLIED WI SHELTER /!'� : 062-061844"--.7 NEW STEEL STEP BOLTS& V SAFETY LINE FOR TOWER LICENSED CLIMBING NEW 6.FT HIGH E + N6Nr 6-FT HIGH CHAIN LINK FENCE CHAIN LINK FENCE W11-FT BARBED WIRE, W11-FT8 RSEDWIRE, L PROFESSIONALr FURNISHED&INSTALLED FURNISHED&INSTALLED BY GC •L• ENGINEER .r•' BY GC �..• OF •fCJ NEW USC LOWER TOWER NEW ENTRY PORT /�L I N•O` F GROUND BAR FURNISHED& FOR COAX CABLE ROUTING INSTALLED BY GC (12)NEW 1 516"COAX CABLES - FURNISHED BY U.S.CELLULAR, INSTALLED BY GENERAL CONTRACTOR jh FINISHED GRADE --- �... _ 0•0"t(AGE) - #8831654 " I 4• , `•,, t `k4 \ti, :! `r ` PLANO EAST FIr J / f ' ��17t"wx�\�L2/_'/'X\' � L.I. - i •, /' fJ \/'• r•/ x:` r i ` ' / I,! / :* / 1947 lJS FiWY 34 SEE DETAIL AT POWER j .,,,�� '/�, \ ,�+�+ e / f . ' ' \ 'ENTRANCE FURNISHFDa �\/ !`"•'r v{`- ff.:K1f °•l +(�.r•�I.,; lf`v�t,.: , `�!}.++;f .ffr /.,•/, f�;.� +. :`l,i�� }\r`/, 1, +-,1•:r 1,/,.- �,` f, /t YORKVILLE, IL 60560 INSTALLED BY GC ,\ .• 184. ''.�\'x w * \" O�F'/ '"tr 'y�.{°.� •., ^�,\ ,.'•� ,...: /°� Ir.t. ',�\ '+,'+. + \�,.j`-\ '`, \f� .l { \\ \\r `'+k. . .. ............ I } F l f f• .! ! r./f. r. /./ ,�' /'^C> >: / /" .Jr Ifs !' J/' '�• ,/ I ' i°,r ............ .f , ' .` °.. \t ' .• � / ^�,�'w.., �k\{S�,,. /ff s'� ,�'!f�.�,#\ '� 1^:"�°f''``•�!\ "�� .;.,. :,.•''�,. /_ Sti��1 ��1'�� '''�f `�'�f�,�;s'� d-'"•� , ,�, f � r_ ��. �;� �..•'.,', .y ... : ��, �r`., -.�`'^.;�,.?`'>,.. . r'v, /�.\✓4r, .F•. SITE ELEVATION ? \ NEW RAINPROOF ENCLOSURE AT NEW MONOPOLE FOUNDATION .FINISHED GRADE TELCO ENTRANCE TO BE TO BE FURNISHED& I: 0'-O"T{AGL) FURNISHED&LNSTALLEOBrGC. ENLARGED SITE ELEVATION INSTALLED BY GC .• - -. 4 SCALE:318"=1'-0"(318"=2'-0"IF 11X'17 SHEET SIZE} A-2 � NORTH SITE ELEVATION t SCALE:3132"=1'-0"(3132"=2'-0"IF t 1X17 SHEET SIZE} ANTENNA AND COAXIAL CABLE SCHEDULE SECTOR 1 (ALPHA) SECTOR 1 (ALPHA) SECTOR 2(BETA) SECTOR 2(BETA) SECTOR 3(GAMMA) SECTOR 3(GAMMA) U.S. Cellular POSITION Al A2 131 B2 C1 C2 ITEM DESCRIPTION TX11RX1 RX2 TXIIRXi RX2 7X11RX1 RX2 TXIIRXI RX2 TX1)RX1 RX2 TXI1RXi RX2 MATERIALS MATERIALS TOTAL PROVIDED BY INSTALLED BY QUANTITY A7IMVTH 0° 0° 120" 120° 240° 240" CGLORCODE GREEN RED GREEN RED GREEN REE? GREEN RED GREEN R Q GREEN RED CONTRACTOR CONTRACTOR ONE PIERCE PLACE (1 RING) (1 RING) (2 RINGS) (2 RINGS) (3 RINGS) (3 RINGS) (4 RINGS) (4 RINGS) (5 RINGS) (5 RINGS) (6 RINGS) (6 RINGS) SUITE80D ITASCA,ILLINOIS 60143 ANTENNA(SEE NOTE 3&4) POWERWAVE POWERWAVE POWERWAVE POWERWAVE POWERWAVE POWERWAVE OFFICE:0 285-1 3-1600 AS-BUILT ANTENNA SERIAL# RA11.7745.00 RA11.7745.00 RA11.7745.00 RA11.7745.00 RA 11.7745.00 RA11.7745.00 U.S.CELLULAR CONTRACTOR 6 FAX;(630)285-1580 ANTENNA HAD CENTER 190-FT 190-FT 190-FT 190-FT 190-FT 190-FT NIA NIA - CONCOROIA.LTD A PROFESSIONAL DESIGN FIRM MECHANICAL DOWN-TILT 01 01 01 Oo 0' 01 NIA NIA LICENSE#104--004952-D.BA. ELECTRICAL DOWN-TILT 0° 0° 01 0° 0° 0° NIA NIA. OIVCORD[A WIRELESS,INC. TOP ANTENNA JUMPER 7M7ML12-080FFS 7M7ML12-OSOFFS 7M7ML12-080FFS 7M7ML12-080FFS 7M7ML12-080FFS 7M7ML12-080FFS 7M7ML12-080FFS 7M7ML12-080FFS 7M7ML12-080FFS 7M7ML12-080FFS 7M7ML12080FFS 7M7ML12-080FF5 (RFS) DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE DIN MALE-DIN MALE LLS,CELLULAR CONTRACTOR 12 — — 505 E.GOLF ROAD (LENGTH) (8-FT) (8-FT) (8-FT) (8-FT) (8-FT) (8-FT) 48-FT) (8-FT) (8-FT) (8-FT) (8-FT) (8--FT) SUITE D&E ARLINGTON HEIGHTS,IL 60005 TOP FEMALE DIN (RFS) (RFS) (RFS) (RFS) (RFS) (RFS) (RFS) (RFS) (RFS) (RFS{ (RFS) (RFS) MAIN: (847)981-0801 CONNECTOR 716F-LCF158-022 716F-LCF 158-022 716F-LCF158-022 716F-I-CF158-022 716F-LCF158-022 716F-LCF158A22 716F-LCF158-M 716F-LCF158-022 716F-LCF158-022 716F-LCF158-022 716F-LCF158-022 716F-LCF158-022 U.S.CELLULAR CONTRACTOR 12 DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F (C)Conoordla 2001-2010,Copyright Notice: MAIN COAX 1-518"(240') 1-w,,(240') 1-&w(240') 1-5f8"(240') 1-5f8"(240') 1-518"(240') I-518"(240') 1518"(240'? I-508"(240') 1-5I8"(240') 1-518"(240') 15f8"(240') U.S.CELLULAR CONTRACTOR (12) These Defore The I,tcwings Are Produced bycor (RFS} COAX CABLES Are Therefore The Intellectual Property of Concordia (LENGTH) LCF15B-50J-A7 LCF158-5W-A7 LCF158-5W-A7 LCF158-508-A7 LCF158-50J-A7 LCF156.5QJ-A7 LCF158-50J-A7 LCF158-50J-A7 LCF158-50J-A7 LCF158-50J-A7 LCF158-50J-A7 LCF158-58J-A7 3000' Group Of Companies.0o Not Copy,Reproduce, Reverse-Enginear or Replicate Any Pads of These (RFS) {RFS) (RFS) (RFS) (RFS) (RFS) (RFS (RFS) (RFS) (RFS) (RFS) Documents In any Manner Without Obtaining Wrihan BOTTOM FEMALE DIN ) ( ) ) ) (RFS) Consent From The Concordia Group. CONNECTOR 716F-LCF158-M 716F-LC1`158-022 716F-LCF158-022 716F.LCF158-022 716F-LCF158-022 716F-LCF158-622 716F-LCF158-022 716F-LCF158-022 716F-LCF158-022 716F-LCF158-022 716F-LCF158-022 716F.LCF158-022 U.S.CELLULAR CONTRACTOR 12 DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F DIN F COAX SURGE PROJECT NO: 8831654 ARRESTORS 716-STUB-12 716-STUB-12 7I6-STUB-12 716-STUB-12 716-STUB-12 718-STUB-12 716-STU&12 716-STUB-12 718-STUB-12 716-STUB-12 716-STUB-12 716-STUB-12 USC WITH USC WITH 12 SHELTER SHELTER (RFS) USC WITH BOTTOM ANTENNA JUMPER TBD TED TSD TBD TBD TBD TBD TBD TBD TBD TBD TBO USC WITH SHELTERS SURGE 12 DRAWN BY: PS CHECKED BY: GMS (RFS)(LENGTH) (15-FT) 05-FT) (15-FT) (15-FT) (15-FT) {i5-FT) (15-FT) (15-FT) (15-FT) {15-FT) (15-FT) (15-FT) SHELTER ENDIUSC-OPS MODCELL END CHECKED BY: R}i APPROVED BY:GMS,TP � GPS ANTENNA LUCENT U.S.CELLULAR CONTRACTOR 1 GPS COAX SURGE TO NM-SCF12-C70 NM j4"CONNECTOR U.S.CELLULAR CONTRACTOR 1 ANTENNA CPS COAX SURGE TO 716F-LCF12-707 DIN FA'GONNECTOR USC WITH SHELTERS SURGE USC WITH i MODCELL SHELTER ENOIUSC-OPS p,N GPS LIGHTNING ARRESTOR RDP-MF-1 9 100350(NTI-DIN MALElFEMALE GPS SURGE ARRESTOR) USC WITH USC WITH 1 V/ SHELTER SHELTER POWERWAVE �,. MOTORIZED ACTUATOR MODEL#T.B.D.{MOTOR THAT CONNECTS THE CONTROL CABLES TO THE ANTENNAS•ONE PER ANTENNA) U.S.CELLULAR CONTRACTOR 6 •.D e] MAIN ELECTRIC DOWN TILT �! :j062-061844`;y� CONTROL CABLE 7095.60(60 METER CABLE)&7010AO SINGLE BAND RET(FACTORY INSTALLED) U_S.CELLULAR CONTRACTOR 1 i (POWERWAVE) LICENSED DAISY CHAINED ELECTRIC DOWNTILT CONTROL CABLE 7085.30(3 METER CABLE)OR 7085.50(5 METER CABLE) U.S.CELLULAR CONTRACTOR 2 •g PROFESSIONAL (POWERWAVE) Al ENGINEER A2 .{ /�.,,•.• OF ,••5 G-1 R1 G2 R2 <<j•N.�` ANTENNANOTES: 1.CONTRACTOR TO PROVIDE USC A WRITTEN REQUEST FOR AMOUNT OF COAX(#OF FEET)AS DETERMINED FROM DRAWINGS AND BID WALK. 2.ANTENNAS ARE TO BE INSTALLED IN ACCORDANCE WITH US CELLULAR STANDARDS. SECTOR A 3.ANTENNAS SHALL BE PLUMB AND AT AZIMUTH INDICATED IN ANTENNA SCHEDULE. 4.CONTRACTOR TO PROVIDE ANTENNA SERIAL NUMBERS ON RED LINE DRAWINGS. AZIMUTH' Go 5.AZIMUTH ARE ORIENTED CLOCKWISE FROM TRUE NORTH_ 6.CONTRACTOR TO CONFIRM ANTENNA DOWN TILT&AZIMUTH WITH US CELLULAR fiD ENGINEER PRIOR TO CONSTRUCTION. 7.SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER:SECTOR 1/ALPHA CLOSEST TO ZERO DEGREES(NORTH),SECTOR 2fBETA 4 31GAMMA FOLLOW CLOCKWISE SEQUENCE. D ELECTRICAL DOWN TILT: � 0' 1.CONTROL CABLE CONNECTED TO AIRCRAFT CABLE WITH NYLON TIE WRAPS AT 24"O_C.MAX ���� C��• #883"I654 2,MESSENGER CABLE SHOUD SE LOOPED AND CLAMPED AT TOP OF TOER(ON HOISTING GRIP HOOK)FOR STRESS RELIEF. O J PLANO EAST COAXIAL CABLE: ?0 1947 US HWY 34 1.CONTRACTOR SHALL NOT EXCEED CABLE LENGTHS AS INDICATED IN SCHEDULE �Do YORKVI LLE, IL 60560 WITHOUT RF APPROVAL. ` 2.CONTRACTOR TO AS-BUILT CABLE LENGTHS ON SITE.NO PREFABRICATION OF CABLE LENGTHS PERMITTED UNLESS FACTORY ORDERED TO LENGTH. 3.CONTRACTOR TO MAINTAIN ANDREW MINIMUM BEND RADIUS STANDARDS. 4.AVOID EXCESSIVE DRIP LOPS AT ENTRY TO WAVE GUIDE PORT(12"BELOW PORT). 5.COAXIAL CABLE TO BE SUPPORTED AT ICE BRIDGE AND TOWER USING SNAP IN ANTENNA SCHEDULE HANGERS A MAXIMUM OF 36"SPACING BETWEEN HANGERS.PROVIDE BUTTERFLY CLAMPS WITH APPROPRIATE ADAPTERS ELSE WHERE.TIE WRAPS ARE NOT PERMITTED_ NOTE: 6.COORDINATE TERMINATION OF COAX WITH US CELLULAR CONSTRUCTION MANAGER. COAX JUMPER CUT TO LENGTH 7,COAXIAL CABLE TO BE LABELED USING SCOTCH VINYL 35(OR EQUAL)AT TOP&BOTTOM AND ATTACHMENT DIN MALE OF MAIN LINES,BOTH ENDS OF TOP JUMPER&INSIDE SHELTER ACCORDING TO COLOR Lf CONNECTOR BY USC LUCENT CODED INDICATED ON SCHEDULE. y ('1 TECHNICIAN AT TIME OF ���/ 8.CONNECTORS INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, EQUIPMENT INSTALL� Li` 9.ALL CONNECTORS AND GROUND KITS ARE TO BE WEATHER PROOFED WITH ANDREW A-3 COLD SHRINK WEATHERPROOFING E ANDREW 241 ANTENNA ORIENTATION 10.GROUND KITS TO BE ANDREW 241088 SERIES AND PROVIDED AT THREE LOCATIONS PER COAXIAL CABLE,TOP TO GROUND BAR.BOTTOM AT GROUND BAR AND ENTRY TO S 4 SHELTER GROUND KfTS TO BE INSTALLED PARALLEL TO COAXIAL CABLE PATH. SCALE:N.T.S. ' T *U.S. Cellular ONE PIERCE PLACE SUITE 800 ITASCA'ILLINOIS 60143 OFFICE:(630)773-1600 FAX:(630)285-1580 CONCORDA.LTD A PROFESSIONAL DESIGN FIRM LICENSE N 184.004952-D.B.A. ONCORD[A WIRELESS,iNC. NOTES: 505 E.GOLF ROAO SUITE P&E 1.CABLE GOING TO ANTENNA OR TO NEXT ANTENNA IS FEMALE WITH A RED CAP. ARLINGTON i-IEIGHTS,IL 60005 2.CONTRACTOR SHALL ENSURE A TIGHT SEAL ON ALL CONNECTORS.ENSURE CONNECTOR IS TURNED TO HEAR PRONOUNCED"CLICK'. MAIN: (847)981-0801 3.CONTRACTOR SHALL WEATHER PROOF ACTUATOR AND ANTENNA PLUNGER CONNECTION. NOTE:GENERAL CONTRACTOR USE CAUTION NOT TO COVER ANGLE WINDOW.USE TAPE,BUTYLAND TAPE. SHALL VERIFY ANTENNA TYPE WITH 4. V"IN ACTUATOR SHOULD BE POINTING TO FRONT OF ANTENNA TO ENSURE ROOM FOR (C)Concordia 2001-2010,Copynght Notice; USC AND STRUCTURAL ANALYSIS ANTENNA COAX JUMPERS. These DocumenlslDma rings Are Produced by and NEW ANTENNAS GONE AND FRONDED BY OTHERS, 5.INSTALL SEAL BETWEEN ACTUATOR AND PLUNGE. Are Therefore The InielleUUal Property of Conccrdla PRIOR TO INSTALL. Group Of Companies.Do No Copy,FFepraduce, 112"JUMPERS TYPICAL OF 6 Reverse-Engineer or Repli to Any Parts of These FOR ANTENNA MAST Documents In any Manner Without Obtaining Wdhen SECTOR A GROUNDING CAUWELD TO Consent From The Concordia Group, AZIMUTH-0° GROUND BAR AT TOWER TOP PROJECT NO: 8831654 DRAWN BY: PS CHECKEDBY: GMS BETA SECTOR CHECKEDBY_ RH APPROVED BY:GMS,TP TO BASS AT POLE BASE �\1 GAMMA SECTOR NEW COLLECTOR GROUND BAR HARGFR GBI-14412-5 ! NEW GROUND KRS t JI r// (TYPICAL OF 6) I / ANTENNA PLATFORM .•' • 4 mo C�_'062-061844`:y� t ti S' LICENSED PROFESSIONAL f r/ j/ ® '•s• ENGINEER.. ALPHASFCTOR � %'~• O F •�GJ ANTENNA SERVERMOTOR ACTURATOR ATM700-D01 ANTENNA GROUNDING v a N.r.s. 2 ANTENNA DETAILS ISOMETRIC VIEW SCALE:N,T.S. #8831654 PLANO EAST 1947 US HWY 34 YORKVILLE, IL 60560 ANTENNA DETAILS A-4 24'-0^ 6112' 22'-11 112" 6 112" U.S. Cellular 14 15 ONE PIERCE PLACE 11 N SUITE 800 N N ITASCA,ILLINOIS 60143 m to OFFICE:(630)773-1600 FAX:(630)285-1580 ' _ N caNCORDIA,Lro Q O A PROFESSIONAL DESIGN FIRM 2-3- 11,x^ 1,�" - - LICENSE b 184004952-D.BA. Iz ,� 3112" ONCORDIA WIRELESS,INC. 5 3'-0" POWER BAT°LTER t' — _ W CB BAY — SUITE E GOLF ROAD p �/ RACK SUITED&E L FACK RACK ARLINGTONHEIGHTS,IL60005 MAIN: (847)981-0801 II II 1a 4' 112" . (C)Concordia 2001-2010,Copyright NotIce: These DecumonlsfOrawings Are Produced by and NEW U.S.CELLULAR COAX Are Thomfore The Intellectual Property of concortim -'' Group OF Companies po Not Copy,Reproduce. LADDER(TYP OF 2), SUPPLIED Z Raverse•Englnaer or Replicate Any Paris of Those WITH THE SHELTER WITH In any Manner Without Obtaining Written a m N Consent From The Concordia Group. MODCEL.L #1 MODCELL. #2 2'-61/2" o NEW U.S.CELLULAR COAX 780 LBS 780 LBS O PROJECT NO: 8831654 CABLE RACK.REFER TO �] CELLXION DRAWINGS FOR MORE (INDOOR) (INDOOR) ° DETAILS DRAWN BY: PS CHECKED BY: GMS - — - - - ` a CHECKED BY'. RH APPROVED BY GMS,TP 3'-0" O 1^ ' O 2'51/2• ` N M 10 y7 O O C.91 062-061844 'k LICENSED a i PROFESSIONAL ° n = '•, ENGINEER NEW GENERATOR FURNISHED •`••• OF 1• - - - 4 BY USC&INSTALLED BY GC /< •A LO, NUMBER DESCRIPTION It s 41' a 1V 7 5 ° 1 LOAD CENTER U B 2 20"WALL MOUNTED WOOD SHELF � d O 3 (OPTIONAL)GENERATOR RECEPTACLE - 4 EXTERIOR LIGHT FIXTURE,QUARTZ W1 MO 5 DOOR,FRAME&HARDWARE 6 DOOR,LOCKGUARD 7 CONCRETE STOOP,4'X 4' #8831654 8 HVAC Al&2,3 TON,5 KW,MARVAIR,BGE � PLANO EAST 1 SHELTER PLAN ?� 1947 US HWY 34 9 RAINPROOF ENCLOSURE FOR 7ELC0 SCALE:3f4"=1"-0"(314"=2'-0"IF 11X17 SHEET SIZE) ,y n 1 YORKVILLE, IL 60560 0 MASTER GROUND BAR 11 LB BOX FOR POWER 12 WOOD BACKBOARD a"PLYWOOD - 13 44'VENT HOOD SHELTER PLAN 14 32"VENTHOOD 15 EXHAUST TAIL PIPE A-5 2 EQUIPMENT CALL-OUT SCALE:N.T.S. MOTES: 7 1.THE GPS ANTENNA MOUNT IS DESIGNED Z THE MOUNTING PLATE SHALL BE 3.INSTALL GPS ANTENNA AS SPECIFIED ON 4.GENERAL CONTRACTOR SHALL ENSURE lJ,Q l]. Cellular TO FASTEN TO A STANDARD 1-114"DIA.SCH. FABRICATED AS SHOWN AND ATTACHED TO SITE PLAN.IF INSTALLING ON ICE/CABLE THE GPS ANTENNA HAS THE REQUIRED 40 GALVANIZED OR STAINLESS STEEL PIPE. THE APPROPRIATE SUPPORT STRUCTURE BRIDGE ENSURE THAT GPS IS A MINIMUM FULL EXPOSURE TO THE SOUTHERN THE PIPE MUST BE THREADED AT THE USING U-BOLTS.THE SUPPORT PIPE FOR OS 10'ABOVE GRADE,ON THE FURTHEST HEMISPHEREIHOR3ZON. ANTENNA MOUNT END.THE PIPE SHALL BE THE GPS SHALL BE MOUNTED USING POST FROM THE TOWER TO ATTAIN CUT TO THE REQUIRED LENGTH(MIN.OF OVERSIZED U-BOLTS TO ALLOW MAXIMUM COVERAGE. SUITE IERCE PLACE 18')USING A WAND OR ROTARY PIPE ADJUSTMENT.IT IS CRITICAL THAT THE GPS SUITE ,ILLINOIS 60143 A CUTTER TO ASSURE A SMOOTH ANTENNA MOUNTED WITHIN 2"OF OFFICE:(630)773-1600 PERPENDICULAR CUT,THE CUT PIPE END VERTICAL AND THE BASE OF THE ANTENNA (630)285-1580 Fx: IS WITHIN 2"LEVEL. A SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE CONCORDIA.LTD GASKET ATTACHED TO THE ANTENNAS ACENSE#184,00 DESIGN FIRM LICENSE#164.064952-D A, MOUNT. ONCORDIA WTRELESS,TNC. 505 E.GOLF ROAD SUITE D&E ARLINGTON HEIGHTSJL 60005 MAIN: (847)981 0001 (C)Concordia 2D01-2010,Copyright Nollne: These DocumantsfDmwings Are Produced by and Are Therefore The Inielledual Property or Concordia Group Of Companies.Do Not Copy,Reproduce, Reverse-Lnglnoer or Replicate Any Parts of These GPS ANTENNA SUPPORT Documents In any Manner Without Obtaining Written Consent From The Concordia Group, No7e ICE BRIbGE PROVIDED AND INSTALLED BY G.C.INSTALL PER MANUFACTURERS RERUIREMENTS. GPS ANTENNA PROJECT N0: 6831654 0 2 BOW COPPER SET SCREW ` GPS ANTENNA TINNED JUMPER fops,12'0 HELIAX KS24019L110A, WIRE ND {CAOWELD) COAXIALCABLE 1-1r4"SCHED 40X 18- 1-112,0131-116 DRAWN BY: PS CHECKEDSY: GMS WIRE z NEW MT5 D W DGE 518"0 THREADED ROD LONG MIN.SS Oft GALV, KR WI NUTS&OVERSIZED � wASH>=R5 CHECKED BY: RH APPROVED BY:GMS,TP 4 'I NEW 24'WAVE GUIDE SUPPORT CABLE 70 PIPE GND NIT. ��- `� BRACKET MTS 0 W&L8243 SURNOY TYPE GAR WELDED PIPE TO PIPE tl 2 AWG BCN CIAMP'MTS'-BBS70.OR NEW 24'G81P GROUND WIR \� N"TYPE TYP EQUAL (`� CONNECTOR E ` STRUT W,71E WRAP IF #2 AWG GROUNDING #6AWG REQUIRED JUMPER CAOWELD f 0 46 GROUNDING KB 1 1 1 1 caBLE �;:°'�••••�•• ••,,v+� CABLE 1 1 1 TERMINATION 6 O O O d 1 ! 1 r !! 1 rr ► 1,16'THICK �1062-061844°-:�� O O O 1 1 1 1 NEOPRENE GASKET SECTION I PART OF MOUNT) LICENSED O O O SCALE:N.T.S. 92 AWG GROUND WIRE ! 1I z TO EXTERNALOROUND d STEELSCREWSESS 't PROFESSIONAL BAR.ONNECTW! CAPTIVE IN MOUNTING =1. ENGINEER , a TRAPEZE KIT PART CAOWELDCONNECTOR .� #MT357-24 {Sf32'HEX DRIVER} O F ,0 COAX CABLE WISNAP /�C! N•O` IN CABLE HANGERS TO GROUND BAR MACHINED ALUMINUM MOUNTING 3 12'DIA GALV. I2'COAX CABLE(OR (KS24019 I15) STEEL PIPE EQUAL)MIN.BEND4NG (2)316'-16x3AE LONG CUP RADIUS PER MFR'S POINT SET SCREWS #2 AWG SOLID,TINNED BARE SPECIFICATIONS (3P G-HEX DRFVER) COPPER GROUND WIRE,BOND Q 4—r ICE BRIDGE POST W1 VS TYPE TO RADIO EQUIPMENT CADWELD. .I GPS SURGE ARRESTOR, 1l2'COAX APPROVED 1-114'SCHED40X18" SEE CABLE CHART LONG MIN.SS OR GALV. USC CONNEG70ft5 PIPE 4 1 I I APPROVED SC CONNECTORS #8831654 a a PLANO EAST ICE BRIDGE PIPE SUPPORT 1 GPS ANTENNA DETAIL 3 GPS ANTENNA MOUNTING 1947 US HWY 34 12"0 FOUNDATION SCALE:N.T.S. SCALE:N.T.S. YORKVILLE, IL 60560 2 ICEBRIDGE SECTION SCALE:N.T.S. ICE BRIDGE AND GPS ANTENNA DETAILS A-6 NOTE: THESE ARE TYPICAL FENCING DETAILS.INSTALLATION OF NEW ACCESS GATE IS NOT REQUIRED FOR THIS SITE *U.S. Cellular GAP BETWEEN GATES SEE STYMIELOCK (1-MIN TO 3"MAX) DETAIL GATE DIAGONAL GALVANIZED CORNER ENO OR PULL POST 4"NOMINAL SCHEDULE 40 PIPE STEEL 1-11'2"PIPE ONE PIERCE PLACE CE CORNER POST BRACE:1 518"DIA.EACH CORNER EACH WAY FRAME:1 1!2"PIPE- MOUNTING BRACKET SUITE 800 PER ASTM-F7083 i1WPA-2.TRUELINK FENCE AND PRODUCTS ITASCA.ILL W CIS 60143 3I8"DIAGONAL TRUSS ROD WITH GALVANIZED STEEL " """ e,� _--GATE FRAME BRACE: (773)46,3-7010 OFFICE:(630)773-1600 TURNBUCKLE OR DIAGONAL THREADED ROD 1518"DIAMETER FENCE POST FAX:(630)285-1580 RIC:9 GA CORE WIRE SSZE 2"MESH.CONFORMING TO ASTM A392 GATE POST 4"SCHEDULE 40 PIPE. FOR GATE WIDTHS UP THRU 10 FEET INTERIOR STRETCHER BAR OR 20 FEET FOR DOUBLE SWING GATE, CONCORDIA.LTD �.w f I A PROFESSIONAL DESIGN FIRM PER ASTM-F1083 LICENSE H 184.004952-D B.A. WIRE FENCE ONCORDiA WIRELESS,INC. ' ~� — — 505 E.GOLF ROAD SUITE D&E Fr EXTERIOR ARLINGTON HEIGHTS,IL 60005 FENCE MOUNTING MAIN: (847)981-0801 (`li � iii fl I III' (C)Concordia 2001-2010,Copyright Nofics: / \ L� % �� GATE POSIT:CONCRETE' 9 5y ' FOUNDATION{2000 PSI) These DocumenlslDravdn s Are Produced and Are Ti The Intellectual Property of Concordia Group Of Companies.Do Not Copy,Reprodur, 10^ '� GATE POST Reverse-Engineer or Replicate Any Parts of These / + Documents In any Manner Without Obtaining Written Consent From The Concordia Group. n2 AWG SOLID, ♦ CADWELD f PROJECT NO: 8831654 TINNED COPPER / CONNECTION GROUND WIRE TO , GATE LATCH 2.&'X 3"X 114, NEW GROUND RING �r�" ��_ STYMIELOCK PLATE W1 5 174-HOLE /� OR EQUIVALENT DRAWN BY'. PS CHECKED BY: GMS �` V CROWN MP.) PLUNGER BAR 41' �" t CHECKED BY: RH APPROVED BY:GMS TP / I i MOUNTING BRACKET AWPA/ ✓i \\ AND PRODUCT, NK FENCE \ r (773)463-7010 --_ ' I I. I-V2' _ GATE P057 1 MAX - p,N M II ( W ............ S WIRE FENCE y."' ••, O I CAPPED END . 4.6'ROD EXTENSION n@ �+ �A", CENTER GATE STOP V' UVZ�OV�B'Y'# EMBEDDED IN CONIC LICENSED I I I 10" GATE MOUNTING rYP I I 31,6 's PROFESSIONAL LOCKS PROVIDED BY GC 314.OIA_SOLID ENGINEER �r MUSHROOM CAP DETAIL STYMIELOCK DETAIL GALVANIZED STEEL ROD �S� O� ,a• of FENCE POST GROUNDING DETAIL BARBED WIRE:DOUBLE STRAND 121170 1)TWISTED WIRE TO MATCH WIT Q FABRIC 9 GA MIN.4 PT BARBS SPACED ON APPROXIMATELY 5"CENTERS TOP RAIL AND BRACE RAIL:1-578"PIPE PER ASTM F1083 TIE WIRE,MINIMUM 11 GA GALVANIZED STEEL POSTS AND RAILS A GENERAL NOTES TYPICAL FENCING NOTES I rr SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS LINE POST:2 112"SCHEDULE 40"PIPE.PER ASTM-F1083 _ "I LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8,0"D.C. 1.NO SCREENING SHALL INTERFERE WITH SIGHT REQUIREMENTS FOR {INSTALL FENCING PER ASTM F-587.SWING GATES PER ASTM F-900) - ' qqy ,qYt,�, SAFE INGRESS AND EGRESS. TIE WIRE,MINIMUM 9 GA GALVANIZED STEEL POSTS AND RAILS A SINGLE #8831654 1.GATE POST,CORNER,TERMINAL OR PULL POST 4.0 SCHEDULE 40 ` _7°. - j WRAP E,FABRIC 9 AND AT TENSION WIRE BY HOG RINGS- 2.WEED CONTROL FABRIC SHALL BE USED UNDER ALLARFAS OF FOR GATE W107H5 UP THRU 6 FEET OR 14 FEET FOR UOUBLE SWING "wC� y, 1 TENSION WIRE:9 GA GALVANIZED STEEL PLANO EAST THE YARD&DRIVE ------=------------ y;.. I CONSTRUCTION GRADE A A DETERMINED BY 1947 US HWY 34 3.DURING CONSTRUCTION CONTRACTOR WILL CONFIRM 2.LINE POST:2 112"6 SCHEDULE 40 PIPE PERASTM-F108J. CONSTRUCTION MANAGER DURING SIO WALK TO THE ILLINOIS STANDARD PROCEDURES FOR EROSION CONTROL ` i Ji YORKVILLE, IL 60560 RASED ON 'THE ILLINOIS PROCEDURES FOR URBAN SOIL EROSION AND 3.GATE FRAME:1 V2"6 SCHEDULE 40 PIPE PER ASTM-F 1083. y. ♦ - I 4"COMPACTED 95%BASE MATERIAL OR AS DETERMINED SEDIMENTATION CONTROL MANUAL-,LATEST COITION_ 4.TOP RAIL 8 BRACE RAIL: 1 518"6 SCHEDULE 40 PIPE PER ASTM-F1083. BY CONSTRUCTION MANAGER DURING BID WALK 4.CONTRACTOR TO VERIFY LOCATION OF EXISTING BELOW GRADE S.FABRIC 9 GA.CORE WIRE SIZE 2 1f4'MESH.CONFORMING TO ASTM-A392. UTILITIES PRIOR TO CONSTRUCTION. 'r'- - r _ 6.TIE WIRE:MINIMUM 9 GA.GALVANIZED STEEL AT POSTS AND RAILS .11 ; 5.ALL WELDING SHALL BE COATED WITH(3)COATS OF COLD GALV. A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG II j:11 LII i I - ��FINISFi GRADE CHAIN-LINK FENCE (OR EQUAL) RINGS SPACED MAX 24'INTERVALS. I: I I I I I I I .I I ! �`J ` _—SUB GRADE DETAILS 6.ALL OPEN POSTS SHALL HAVE ENO-CAPS. 7.TENSION WIRE:7 GA GALVANIZED STEEL 'I' 7.ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE EABWV. A.BARBED WIRE'DOUBLE STRAND 12-1tT O.D.TWISTED WIRE TO MATCH L-'_� 1_�4 W1 FABRIC 14 GA.,4 PT.BARBS SPACED ON APPROXIMATELY 6-CENTERS. - I i•�. i 9.GATE LATCH: 1-318`O D_PLUNGER ROD W1 MUSHROOM TYPE CATCH AND LOCK,KEYED ALIKE FOR ALL SITES IN A GIVEN MTA_ A-7 19.LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE CORNER POST:CONCRETE FOUNDATION(2000 PSI) / COMPLIED IF REQUIRED 11 ALL HARDWARE TO BE HOT DIP GALVANIZED. *U.S. Cellular WELDED WIRE OR CHICKEN WIRE FENCING B,6-M ONE PIERCE PLACE /—SEDIMENT CONTROL FABRIC ATTACHED Si 800 3'-0"11AX W USING"HOG RINGS"OR PLASTIC TIES KK1+tFlarrA>�y ITASCA,ILLINOIS 60143 FENLEQAU-WbpQ}){.Ii OFFICE:(630)773-1600 86E SITE PLAN "'----- -- FAX:(630)285-1580 PROPOSED FENCE - CONCORDIA,LTD A PROFESSIONAL DESIGN FIRM LICENSE A 184.094952-DRA. B`CRUSI'iED STONE ? — OVER WEED BARB{ER ONCORDIA`1gREL,ESS,[SIC. GEOTEXTILE FABRIC J _ WEED BARRIER TO 505 E.GOLF ROAD BE PLACED UNDER SUITE D&E EL.MI ARLINGTON E ,L 6000 OR APPROVED Equ4L M (8 )81 0801 y. ! .,, :,,- _. — -- COMPACTED SOIL 2%SLOP 2%SLOPE BAGKFILL I ( ) Y 9 I(F C ConcoMia 2061-2011 Cop yd Nofioa: These DeforeT eInt wings Are by Tomcod oncar M1, - Are Therefore The In.Do Nat property of Concordia Group O(Cam Companies.Do Not Copy.Reproduce, Reverse•Engineer or Repllcale Any Parts of These Documents In any Manner Without Ohlalning Written � �y \/'.., / Cansent Frore The Conmdla Group. KEY 8'-12"OF FABRIC INTO TRENCH � NOTES: SCARIFY TOP 6"AND PROJECT NO: 8831654 EXTEND GRAVEL 1'-0^ COMPACT SUBGRADE BEYOND FENCE LINE,TYP. Ft.REMOVE TOP 5-INCHES OF GRADE ROM COMOUND P NOT TO EXCEED LEASE 2.SCARIFY TOP 6-INCHES AND COMPACT SUBGRADE, \I AREA '11-1 -U"OR"P STEEL DRAWN BY: PS CHECKED BY: GMS FENCE POST(TYP-} GENERAL CONTRACTOR SHALL PROVIDE AT Hi OWN EXPENSE ANY AND ALL SOIL q SITE COMPOUND GRAVEL DETAIL EROSION CONTROL MPASURESIFFNCING `� SCALE:N.T.S. CHECKED 8Y: RH APPROVED BY:GMS,TP AROUNO ALL AREAS THAT HAVE A GRADE IN SOIL EROSION CONTROL LxCESSOF 5%OR WHERE THERE IS POTENTIAL FOR SOIL EROSION AND SOIL SCALE:N.T.S. RUN-OFF DURING THE CONSTRUCTION PHASE GEOTEXTILE OF THE PROJECT FABRIC ++{yt P METAL Oft WOOD POST OR STAKE FRi i21CANGHORAGE U62-061844••:y� TRENCH,BACK FILL WI v TAMPED NATURAL BOIL DRIVEWAY WIDTH(SEE SITE PLAN) S CROWN ACCESS FLOW LICENSED 4"VERTICAL ROAD @2% l t l Z r lJ t ' P R•O FESSIONr•AfLEXISTING GRADE rY ENGINEER FACE y ..'FLOW � i = f•N'0% V NEW 590 MIL MIRAFI 9"BASE COURSE i BREAKER RUN.3-.1112-) WEED FABRIC ^ — COMPACTED TO 95%1 PROCTOR XCAVATE FOR AGGREGATE f ,� EMBEDDING DETAIL BASE COURSE `r SCALE:N.is. SILT FENCE DETAIL &—E rxrs a a GRAVEL ACCESS ROAD AND PARKING AREA DETAIL DEPOSITED OFF-SITE D MATERIAL SHALL 9E REMOVED AND SCALE:N.T.S. 2.GRADE DRIVEWAY PARKING ARLA&TOWER COMPOUND @ 2%SLOPE TO PROVIDE DRAINAGE ANGLE FIRST STAKE (2)REBAR,PICKETS OR TOWARD PREVIOUSLY LAID NEW 2"MIN.SPREAD OF NEW 3f4"WASHED STONE (2)2"X2"STAKES DRIVEN 6" BALE TO 12"INTO GROUND #8831654 Z NEW 4-(MIN,)THICK(CAB,GRADE 9)STONE PLANO EAST SLOPE TO MAINTAIN POSITIVE DRAINAGE COMPACT TO 95%. rr _ _ 1947 U5 HWY 34 �t lr YORKVILLE, IL 60560 t 1tl = WIRE OR NYLON BOND ARCHITECTURAL BALLS PLACED N L CONTOUR Oft & CIVIL DETAILS RCIRAR AROUND NEW 6 MIL MIRIFI WEED CONTROL STRUCTURE FABRIC OR APPROVED EQUAL G ANCHORING DETAIL SUITABLE UNDISTURBED SUBGRADE,REMOVE 6 sr�E r+-T�- ALL ORGANIC MATERIAL OR UNSUITABLE MATERIAL,COMPACT TO 90%(MIN.) GRAVEL COMPOUND DETAIL A-S 7 SCALC:N.T.S. *U.S. Cellular ONE PIERCE PLACE 241-011 a o IMIN.} SUITE 800 93 TIES @ ITASCA,ILLINOIS 60143 - 12110C OFFICE:(630)773-1600 4_ FAX:(630)285-1580 CONCOROIA,LlD A PROFESSIONAL DESIGN FIRM LICENSE 4 184,004952-D.B.A - - - - 3' ONCORDIA WIRELESS,INC. � - - - _ s ,—� j (2}#4 REBAR z — — 505 E.GOLF ROAD SUITE O&E TOP AND BOTTOM I, ARLINGTON HEIGHTS,IL 60005 r: MAIN: (847)981-0801 Y s i I m I #3 CLOSED (C)Concordia 2001-2010,Copyright Nol ce: - STIRRUP s° These OocumenlslDrawings Are Produced by and I 6X6 D81D8 Are Therefore The Intellectual Properly of Concordia 12 O.C. 7 WIRE WELDED Group Of Companies,Do Nnt Copy,Reproduce, 6X6 081D8 I Reverse-Engnnearor Replicate Any Pans of These r i Documents II any Manner Withoul Obtaining Written WELDED WIRE i ! Consent l The Concordia Group. FABRIC i II F PROJECT NO: 8831654 � I I 4'.x8„XY4„ BEARING SHIM (SEE NOTE 7) DRAWN BY: PS CHECKED BY: Cl CHECKED BY: }ZH APPROVED SY:GMS,TA 1”CHAMFER GRADE I SECTION A-A FOUNDATION PLAN 10 VO� ORG QC1}�1GA SCALE:1f2"=1'-D"1112"=2'-0"iF 11 x 17 SHEET SIZEI `�� L (,GE STRUCTURAL NOTES: P�N�1N RpoRps`GN is FollPiTill A�1D y5 rlO� AR N 1. SLAB TO BE LEVEL±118 pR�UM .I[SSTFt15G10 °-.....!_- 2.FOOTING TO EXTEND BELOW UNDISTURBED SOIL AND FROST LINE;IT MAY VARY AS FOR - 1"X2"UNC BOLT REQUIRED PER LOCAL CODE,FROST LINE AND/OR SOIL BEARING CAPACITY T'x2"UNC BOLT (2 PER TIE-DOWN) 3. SLAB FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF (2 PER TIE-DOWN) 2,000 PSF. 12°X12°X1/4" BUILDING BUILDING 4.CONCRETE STRENGTH SHALL BE A MINIMUM OF 3000 PSI TIE DOWN PLATE 5.USE SHIMS AS REQUIRED TO ASSURE SHELTER IS BEARING AT PERIMETER.SEAL (TYP.OF 4) I PERIMETER W!GROUT IF SHIMS ARE USED - 6.TOP 8"OF FOUNDATION SIDES SHALL BE FROMED FLAT TO ACCEPT TIE-DOWN 12"X12") e PLATES TIE DOWN PLATE 7 suBGRADE PREPARATION:(TYP.OF 4) 654 _____________ A.!REMOVE ALL SOILS CONTAINING TOPSOIL:ORGANIC MATERIALS,ANDIOR FILL #$831#8831 EAST - - MATERIALS FROM WITHIN PLANO / 3 o AREA OF ENCLOSURE FOUNDATION. x6 1947 US HWY 34 HILT! - KW IK BOLT 3 B.)COMPACT SUBGRADE UNDER FOUNDATIONS TO 95%STANDARD PROCTOR YORKVILLE, IL 60560 r DENSITY .� _ C.)PROVIDE 6"COMPACTED COARSE AGGREGATE IDOT CA-6 OR EQUIVALENT UNDER FOOTINGS AND SLAB EQUIPMENT SHELTER Y4"x6 Y2"HILTI FOUNDATION FOUNDATION 8. FINAL SITE DESIGN IS THE RESPONS181LITY OF THE SITE CONTRACTOR. FOUNDATION KWIK BOLT 3 PLAN SECTION D-B SECTION C-C $-1 I I *U.S. Cellular NEW i1.z5•x24.o'U.S. � NEW so.o'Xso.a' CELLULAR SHELTER, U.S.CELLULAR LEASE o I FURNISHED BY U.S.CELLULAR III AREA(3,600 SQ.FT.) I I &INSTALLED BY GC. I I NEW LOADCENTER MOUNTED ONE I ON INTERIOR SHELTER WALL SUITE 800CE PLACE Q I I I. NEW RAINPROOF ENCLOSURE _ I SUPPLIED W SHELTER ITASCA,ILLINOIS 60143 Z (B TOW H ENTRANCE OFFICE:(6301773-1600 I NEW U.S.CELLULAR MONOPOLE {BELOW 1-iVAC U{31TJ TO BE FURNISHED BY U.S. I FURNISHED&INSTALLED BY GG FAX:(630)285-1580 �G CELLULAR&INSTALLED BY GC, Z 11� A CONCORDIA, SSI LTD Q U.S.CELLULAR'S GC TO ROUTE APROFESSIDNAL DESIGN FIRM NEW UNDERGROUND TELCO [ IQ I LICENSE M 104,OD4952-D.BA CONDUIT FROM TELCO I DEMARCATION BOX TO ' f o I I — ONCORDIA WIRELESS,INC. 4 I WEATHERPROOF ENCLOSURE TI AT TELCO ENTRANCE i \ 505 E.GOLF ROAD APPROXIMATE LENGTH:t 85' SUITE D&E I EXISTING OVERHEAD 44 g NEW LB BOX AT POWER ARLINGTON HEIGHTS,IL 60005 I 1 ,POWER AND TELEPHONE gGa 'I MAIN: (847)981-0801 1 I� UNES TO BE PROTECTED NEW 8-FT r ENTRANCE 7B G FURNISHED rr� NEW UTILITY POLE WITH r DURING CONSRUCTION t WIDE U.S. &INSTALLED BY GC W TRANSFORMER&TELCO s (C)Concordia 2001-2010,Copyright Notice: TERMINAL TO BE FURNISHED ° I CELLULAR NEW U.S.CELLULAR These DocumentslD, Ings Are Produced by and &INASTALLED BY COMED. UTILITY I Are Therefore The Intellectual Property of Concordia I I I I - — I GENERATOR FURNISHED Gmu Of Companies.Do Not Copy,Reproduce, TELCO TERMINAL TO BE I EASEMENT p p I BY U.S.CELLULAR& Reverse-Engineer or Replicate Any Parts of These FURNISHED&INSTALLED BY I I I - INSTALLED BY GC. Documents In any Manner Without Obtaining Wdden AT&T ! USC'S GC TO STUB-UP U.S.CELLULAR'S GC TO ROUTE Consent From The Concordia Group. t v ,..-o.� ° &FLAGNEW EIT CONDUITS UNDERGROUND ELECTRIC NEW ELECTRIC E.LECTR[C I I - CONDUIT FROM NEW 3-GANG � U.S.CELLULAR'S GC TO ROUTE I METER INSIDE U.S.CELLULAR ""` NEW UNDERGROUND ELECTRIC CONDUIT FURNISHED PROJECT NO: 8831554 &INSTALLED BY ---------- - - COMPOUND TO EAST R.O.W.LINE I CO NDUIT FROM NEW 3 GANG METER ON NEW UTILITY RACK COMED I L�.�LLM1M1 TO LB BOX(POWER) �' APPROXIMATE LENGTH:X70'G DRAWN BY: PS CHECKED BY: GMS _ I UE- UT- NEW TELCO CHECKED BY' RH APPROVED BY:GMS.TP i I NEW 12-FT WIDE U.S. CONDUIT a - _ _ - - I CELLULAR ACCESS EASEMENT FURNISHED o _ W1 NEW 10-FT WIDE GRAVEL &INSTALLED I - �-'''/ ,_ DRIVEWAY BY AT&T I II NEW UTILITY RACK WITH NEW TELCO _ I Z DEMARCATION BOX&3-GANG METER TO BE FURNISHED&INSTALLED BY GC.U.S.CELLULAR (9:1062-0618 44•;9� 1 L.S.CELLULAR'S GC TO ROUTE TO UTILIZE(1)SPARE METER SOCKET.(COMED UNDERGROUND TELCO CONDUIT TO FURNISH&INSTALL METER,AT&T TO LICENSED ' I I Q FROM NEW TELCO DEMARCATION BOX INSIDE U.S.CELLULAR FURNISH&INSTALL DEMARCATION BOX) GENERAL ELECTRICAL NOTES CODES AND STANDARDS '•= PROFESSIONALS IyF� COMPOUND 70 EAST R.O.W,LINE IQ) 1.) CHICAGO BUILDING CODE VOLUME 2,LATEST EDITION NEC NATIONAL ELECTRICAL CODE ENGINEER d� (AS ADOPTED BY WILL COUNTY) ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NATIONAL ELECTRIC CODE,LATEST EDITION. OF ' 2.) ALL ELECTRICAL MATERIALS,EQUIPMENT AND NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION `•••'/•• ..•• INSTALLATION PROCEDURES NFPA NATIONAL FIRE PROTECTION ASSOCIATION <L!N I TO CONFORM WITH LOCAL JURISDICTION REQUIREMENTS. UL UNDERWRITERS LABORATORIES,INC. ELECTRICAL&TELCO SITE PLAN IBC INTERNATIONAL BUILDING CODE 3.) CONTRACTOR SHALL PERFORM ALL VERIFICATION BUILDING OFFICIAL AND CODE ADMINISTRATORS SCALE 1"-30'-0"(1"=G00"IF li X 17 SHEET SIZE) ,y` TESTS AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS,FAULTY Q Q BIDDING&CONSTRUCTION NOTE: EQUIPMENT&DISCREPANCIES. ABBREVIATIONS SERVICE CONDUIT LENGTH IFINGLEO.wIF NOTE: WIRE SIZES SHOWN ARE ESTIMATED MINIMUMS. IT ISTHE LOAD CENTER ONLY-E%CLU0ING LENGni FOR 4.) ELECTRICAL PLANS,DETAILS,AND DIAGRAMS ARE ELECTRICAL CONTRACTOR'S RESPBNSIBILDYTOIDENTIFY AND 'THE CONDUIT LENGTH DIAGRAMMATIC ONLY.FIELD CONDITIONS DICTATE COMPLY WITH THE APPLICABLE LOCAL ELECTRICALAND GIVEN lS BASED ON THE AIC AMPS INTERRUPTING CAPACITY BUILDING CODES IN ADDITION TO NEC 2009 AND FOLLOW TELCO 45'± DRAWING r15% THE AMOUNT AND LOCATION OF EQUIPMENT. AWG AMERICAN WIRE GAUGE WHICH FVFB IS MORE CONSERVATIVE CONTRACTOR SHALL THE EXACT LENGTH TO BE 5.) ALL MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE BCW BARE COPPER WIRE ESTIMATE PHASE CON DOCTOR SIZE&UTILIZE THE ELECTRIC VERIFIED IN FIELD.GC TO WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, APPROPRIATE WIRE SIZE AND TYPE ASSUMING A 2%VOLTAGE 42't vERIFY LENGTHS AFTER NEMA,NFPA,AND"UL"LISTED. MODCELL SASE TRANSMISSION SYSTEM DROP. CONTRACTOR TO CONFIRM WITH LOCAL ELECTRICAL Co OROINATING W!SERVICE #8831654 DISCREPANCIES IES RTOCONSTRUCTION.NOTiFYENGINFFROF GROUNDING UTILITY COMPANIES. 6.). THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED C CONDUIT PLANO EAST DISCREPANCIES PRIOR TO OONSTRLII START. 55O't AS REQUIRED BY UBQ NEC,U.S.CELLULAR,AND ALL APPLICABLE CAB CABINET LOCAL CODES. DISC DISCONNECT SWITCH 1947 US HWY 34 7.) ALL CIRCUIT BREAKERS,FUSES AND ELECTRICAL EQUIPMENT DWG DRAWING YORKVILLE, IL 60560 SHALL HAVE A MINIMUM INTERRUPTING RATING OF I ELECTRICAL 20,000 Al WHERE APPLICABLE. 8.) PATCH,REPAIR AND PAINT ANY AREA THAT HAS BEEN EMT ELECTRICAL METALLIC TUBING DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. GEN GENERATOR 9.) PROVIDE U.S.CELLULAR WITH ONE SET OF COMPLETE ELECTRICAL GND GROUNb GPS GLOBAL POSITIONING SYSTEM SHOWING ELECTRICAL&TELCO LT"BUI DRAWINGS AT THE COMPLETION OF THE JOB SHOWING ACTUAL ROUTINGS AND WIRING CONNECTIONS. O/H OVERHEAD SITE PLAN 10.)LABEL ALL ELECTRICAL EQUIPMENT PER U.S.CELLULAR PCs PERSONAL COMMUNICATION SYSTEM SPECIFICATIONS. PPC POWER PROTECTION CABINET 11.)ALL SINGLE-PHASE SELF-CONTAINED METER CONNECTION RGS RIGID GALVANIZED STEEL DEVICES MUST INCLUDE HORN TYPE BY-PASS PROVISION TYP TYPICAL E-1 SO THAT SERVICE WILL NOT BE INTERRUPTED WHEN A UG UNDERGROUND GAS METER IS REMOVED FROM THE SOCKET. UW UNDERGROUND WATER - 12.)ALL ABOVE GROUND CONDUITS AND BUSHING SHALL BE 1 33 STORM SEWER NEW UTILITY POLE WITH TRANSFORMER&TELCO TERMINAL -IS IS AN ELECTRICAL DIAGRAM ONLY TO BE FURNISHED&INASTALLEO BY FOR ACTUAL LOCA7iON3 OF SERVICE DOMED.TELCO TERMINAL TO BE POINTS,PPC&UTILITY ROCK SEE FURNISHED&INSTALLED BY AT&T SHEETS E-1&LS-1 NEW UTILITY H-FRAME FOR NEW 200AMP. U.S.CELLULAR, 120,244V,10,3W SEE SHEET E-3 *U.S. Cellular LOOP MIN-I5'SLAG NWA 3R FOR MORE VP SERVICE POLE NEW 600A,1201240,19,3W 3GANG DISCONNECT DETAIL. FOR UHLITY METER BANK FE RNlSIHED& SERVICE CONNECT INSTALLED BY GC. -ENCLOSE IN POLE PROTECTOR 36"x 18'x 314' NEW EEVE NEW VE AL RIGID TREATED PLYWOOD ONE PIERCE PLACE RIGID SLEEVE SLEEVE ALONG BACKBOARD NEW POLE SUITE SC B ALONG NEW ITASCA,ILLINOIS 60143 POLE 2DDA OFFICE:(630)773-1600 METER DISC_ TELCOSMARTJACK % SWITCH FAX:(630)285-1580 GC TO FLAG INSIDE ENCLOSURE j. I AI LOCATIONOF 12"XT2"NEMA3R CONCORDIA,LTD �( BURIED PIPE PULL BOX SPARE 12'X 12'X 6"RAINPROOF A PROFESSIONAL DESIGN FIRM OI I �. ENCLOSURE AT TELCO -n j ENTRANCE(BELOW LICENSE fl 984A04952-D.B.A. �NFW LB BOX HVAC UNIT)FURNISHED Kl SPARE FURNISHED& &INSTALLED BY GC ONCORDIA WIRELESS,INC. INSTALLED BY GC — —7 505 E.GOLF ROAD L., - --- SUITE D&E TELCO CONDUIT I I i G ARLINGTON HEIGHTS,IL 60005 BY AT&T I ; NI MAIN: (847)981-0801 I w C C ELECTRIC (C)Ccnw(d a 2001-2010.Copyright NoOce: CONOU1r er F These DocumentslDfawingsRre Produced by and COME) D Are Therefore The 1rtelleclual Property of Concordia Group Of Companies.Do Not Copy,Reproduce, Reverse-Englneer or Replicale Any Par's OFThese NEW BELOW GRADE Documents In any Manner Wl". Ohtalning W60(en TELCO&ELECTRIC Consent From The Concordia Group. CONDUITS �1 ELECTRIC&TELCO SINGLE-LINE DIAGRAM PROJECTNO: 8831654 ' SCALE:N B. SECTION FOR USE UNDER GRASS SECTION FOR USE UNDER PAVEMENT OR BARE GROUND AREAS OR VEHICLE TRAFFIC AREAS DRAWN BY: PS CHECKED BY GMS RISER DIAGRAM LEGEND: MATERIALS NOTES: RESTORE SURFACE COURSE AND BASE COURSE MATERIAL CHECKED BY: RH APPROVED BY:GMS,TIP ROUTE PVC SCH.40 CONDUIT BELOW GRADE FROM THE DISCONNECT UTILITIES&CONTACT INFO ORIGINAL CONDITION C (1)2"RIGID w!(3)310,(1)94 TO LOAD CENTER--ALL,CONDUITS BELOW PAVED SURFACED SHALL BE NATIVE SOIL.COMPACTED AS AWG CU.THHN SCH.80.ALL EXPOSED EXTERIOR CONDUITS SHALL BE RGS.SCH.40 AND ELECTRICAL: COMMONWEALTH ED150N REQUIRED NO PREVENT INTERIOR CONDUITS I.E.ROOFTOPS MAY BE SUBSTITUTED BY EMT. ( ) ACCT#03710.77057 —' "---- CRUSHED LIMESTONE TOM PERKINS tlI OR GRAVEL PHONE:630-723-2127 -�`{ p■� (1)2"RIGID col(3)31fd,(1)#4 [ l.1 .' 6'WIDE UTILITY WARNING f- D CELL:847-894-7968 z I TAPE(8"TO t2BELOW AWG CU.THHN 1: "�'I_ _ GRADE)ENTIRE LENGTH OF � �•••••••••••'•.•q THON3AS.PERKINSgCOMED.COM •••O TRENCH. O RIGID w/(4)12-PAIRS NEW TELCO WIRE, MART JACK AND JUNCTION BOX FRAME O M o TELCO&(2)PULL ROPE ODCELL BINET. 4 I { I sAND 1 �:•Q62-061844•-�� TELEPHONE: AT&T ROBERT BUGIELSKI r,. ELEC781CALCONDUIT F (i)4"RIGID w!(4)12 PAIRS GC IS RESPONSIBLE FOR COORDINATING&VERIFYING SERVICE PHONE:815-210-0329 sEEUWG.E.2 FOR SIZE • LICENSED O TELCO&(2)114"PULL ROPE CONNECTION POINT AND TELCO DEMARC INSTALLATION PHONE: '. •S PROFESSIONAL e• TELCO CONDUIT sz" SEEOWG.E-2FORSIZE ••ti ENGINEER t GC TO FURNISH&INSTALL NEW SERVICE GROUND Q METER LOCATION .*• O1 112"CONDUCT w!96 AWG IN COMPLIANCE WITH LOCAL ELECTRICAL,NEC&ELECTRICAL UTILITY OF �•• SERVICE GROUND REQUIREMENTS. GC SHALL AT A MINIMUM INSTALL 46 AWG GROUND /< /•l�j•O,✓ WIRE CONNECTED TO A NEW 518"COPPER CLAD GROUND ROD n JOINT UTILITY TRENCH DETAIL SCALE:N.T.S. UTILITY COORDINATION NOTES: CONDUIT MATERIAL SCHEDULE: SERVICE EQUIPMENT NOTES: _ v 1.SERVICE FQUIPME14TS4ALL NAVE A SHORTCIRCUIT TO �T 1.IT SHALL BE THE GC'S RESPONSIBILITY--O COORDINATE WITH THE UNLESS NOTED OTHERWISE.ALL CONDUIT RUNS SHALL CONFORM TO THE WITHSTAND RATING THAT IS EQUAL TO OR EXCEEDS THE MAXIMUM PROPERTY OWNER&NECESSARY UTILITY COMPANIES FOR T8F LOCATION FOLLOWING: AVAILABLE FAULT CURRENT AT THE SUPPLY TERMINAL.THE OF ALL EXISTING BELOW GRADE UTTITIES PRIOR TO BEGINNING I ALL ABOVE ORSDE,EXTER IOR CoNDURs SHALL BE RGS. INSTALLATION SHALL BE FREE FROM ANY SHORT CIRCUITS AND CONSTRUCTION SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS 2.ALL BELOW GRADE HORIZONTAL CONDUITS SHALL BE PVC GROUNDS. #$$31654 ASSOCIATED WITH EXISTING BELOW GRADE UTILITIES, 3.ALL BELOW GRADE 3'0&45'BENDS SHALL BE STEEL WITHREADED 2.AU_ELECTRICAL EQUIPMENT SHALL BE ANCHOREDTO 2.GC 70 COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF WITHSTAND P LANG EAST 4,ALL BELOW GRADE TO ABOVE GRADE RISERS SHALL SE STEEL WILHEIA RDED J.ALL E ELECTRICAL EQUIPMENT SHALL BE LASE D WFrH TEMPORARY AND PERMANENT POWER TO THE SITE.GC SHALL INCLUDE IN CONNECTIONS.5.PVC SHALL BE SCH 40, PERMAN @NT ENGRAVED PLASTIC LABELS. 1947 US H W Y 34 THE BID ANY EXCESS FACILITY CHARGES ASSOCIATED WI PROVIDING ANY CONDUITS LOCATED UNDER NEW OR EXISTING TRAFFIC AREAS SHALL BE 4.PATCH,REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED / YORKVI LL E, I L 6056fl ELECTRICAL SERVICE FROM LOCAL UTILITY COMPANY MINIMUM SCH.BO CONDUIT. IN THE COURSE OF ELECTRICAL WORK- S.GC TO CALL LU.L.t.E.(800)892.0123 48 HRS.PRIOR TO EXCAVATING FOR 6.HWGC SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS,IN _ UNDERGROUND UTILITY LOCATIONS.SURROUNDING EXCAVATED AREA CONTACT WITH EARTH,OR EXPOSED ABOVE GRACE CONDUCTOR NOTES: -f MUST BE PRIVATELY LOCATED FOR NONPUBLIC UTILITIES. 7.EMT SHALL BE USEDONLY FOR INTERIORS RUNS AND SHALL HAVE 4.ALL CONDUITS&CONDUCTORS FURNISHED ANO INSTALLED BY GC COMPRESSION TYPE FITTINGS. 1.ALL CONDUCTORS SHALL BE COPPER �- UNLESS NOTED OTHERWISE. T.SERVICE CONDUITS SHALL HAVE NO MORE THAN(3)-90°BENDS IN ANY SINGLE 2.ALL WIRING SHALL BE COPPER WITH TER I7HWN DUAL RATEDBBB 5.SEE SINGLE-LINE DIAGRAM FOR UTILITY CONDUITS&CONDUCTOR SIZES, RUN.THE GC SHALL PROVIDE PULL BOXES AS NEEDED WHERE CONDUIT VOLTS INSULATION. —_ T UTILITY DETAILS 6. REQUIREMENTS EXCEED THESE CONDITIONS. 3.CONDUCTORS SHALL BE 12 AWG MINIMUM UNLESS SPECIFICALLY NOTED D CUSSION CONCORDIA HAS PROVIDED POWER AND TELCO INFORMATION BASED TI 9,SERVICE CONDUIT SHALL BE AT A MINIMUM DEPTH OF 42". OTHERWISE. �}? DISCUSSIONS AND WALKS WITH THE AT THE DISCRETION THIS INFORMATION MAY 1p,ALL COAX.POWERAND TELEPHONE SYSTEM CONDUIT SHALL HAVE A MINIMUM 4.GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPERUNLES9 BE SUBJECT I CHANGE TICS T TIME AT THE DISCRETION OF THE UTILITY a6-RAOIVS SWEEPS TO EQUIPMENT.PULL BOXES,MONOPOLE,ETC.,UNLESS OTHERWISE NOTED. COMPANIES WITHOUT NOTICE TO VS.THESE PLANS REFLECT TO THE BEST WITH OTHERWISE NOTED,OR AS REQUIRED BY UTILITY COMPANIES. CCN'COROIAS KNOWLEDGE THE LATEST INFO GIVEN TO US.CONTACT INFO WITH il. THE UTILITIES IS PROVIDED AS AN ADDITIONAL CHECK FOR THE GG PRIOR TO � ^ CONSTRUCTION START,WE KINDLY REALEST THE G —C TO PROVIDE CONCORDIA c L WITH AT LEAST A 2 WEEK NOTICE TO ALLOW US TO CONTACT THE SERVICE COMPANIES TO VERIFY THAT ROUTES AND SERVICE LOCATIONS HAVE NOT CHANGED.GC IS DIRECTED TO BID ON THESE PLANS AS SHOWN. 7.PROVIDE DAILY UPDATES TO PM UNTIL FINAL ELECTRICAL SERVICE;S EFFECTED. EQUIPMENT SHELTER N20OA EXTERIOR WALL EQUIPMENT SHELTER POWQWER METER EXTERIOR WALL l =` *U.S. Cellular GC TO SEAL OPENING J i J GCTOSEALAND ONE PIERCE PLACE J CAULK AROUND PULL BOX SUITE 800 y 3'e GALVANIZED ITASCA,ILLINOIS 60143 >. STEEL PIPE SCH.40 �1 OFFICE:(630)773-1500 GC TO SEAL GC TO SEAL AND CAULK FAX;(630)285-1580 OPENING j AROUND PULL BOX Ii CONCORDIA,LTD I I A PROFESSIONAL DESIGN FIRM LICENSE p 184.004952 O.B,A. ` NEW R DIA OT�CORDIA WIRELESS,INC. 12"X12^X6"RAINPROOF 'y NEW LB BOX, LV SUPPORT PIERS FURNISHED& INSTALLED 8Y GG ENCLOSURE FOR TELCO; W142'MIN.DEPTH _-'--^--,-- FURNISHED&INSTALLED BY GC — rj._ BELOW GRADE 505 E.GOLF ROAD ...._Y. FINISHED GRADE SUTfE D&E ( .," ..,,...r...,.,...m,,.,z_-,..,..._. 0'-O"t(AGL) I I i ARLINGTON HEIGHTSJI.60005 .G`' _-'r_ !- . _. -- - = ?',•„_, FIN1SH! GRADE �' I I ,. — ---------- 0'-0"t{AGL) Z I 'I MAIN: (947)981-0801 (1)4-DIA.SCH 40 PVC 11 I ? _ CONDUITS FURNISHED& I I, I-. rj (C)ConcaMia 2001-2010,Copyright Notice: z (1)2"DIA,SCH 40 PVC INSTALLED BY GC I I These Docum la enWDwings Are Produced by and CONDUIT FIT MISHEO& U I I Ara Therefore The Intellectual Property of Conoordia INSTALLED BY GC (1)4'UTA.STEEL CONDUIT O r< Croup Of Companies Do Not Copy,Reproduce, FURNISHED&INSTALLED BY GC I I o Reverse-Enginear or Replicate Any Paris of These (1)2-DIA-STEEL— I z Docurnents In any Manner Without Obtaining WdOen CONDUITS FURNISHED& I I Consent From The Concordia Group. INSTALLED BY GC FEMALE CONNECTOR U I I FURNISHED&INSTALLED BY GC FEMAILCONNECTOR - L1 PROJECT NO: 8831654 FURNISHED&INSTALLED BY GC n TELCO SERVICE DETAIL L SCALE:N_T.S. ELECTRIC SERVICE DETAIL 1r DRAWN BY: PS CHECKED BY' GMS ' sc D'-D°s. � CHECKED BY: RH APPROVED BY:GMS,TP 1 ! F 1 UTILITY RACK ELEVATION DETAIL SCALE:N.T.S_ TELCO SMARTJACK INSIDE ENCLOSURE fi'x 18”x 314'TREATED w' PLYWOOD BACKBOARD y� M NEW 3l6ANG METER W17H �•• S FUSIBLE DISCONNECT ••�9 j 062-061844 O © ALVnwZEDSTE.1 = LICENSED PIPESCH_40 i PROFESSIONAL "uIUNISTRUT 'R• ENGINEER f TO VERTICAL PIPES NEW TELCO BOX • , NEW 3-GANO METER WITH UNISTRUT FOR % .•••• OF ..'� FUSIBLE DISCONNECT CONDUITS 12'X12'NEMA 3R 10'-0" PULL BOX i TELCO CONDUIT TO (SEEE SHEET OR O (SEE E-1 SHEET FOR O TELGO CONDUIT FROM CONDUIT SRE) O .a - TELCO SOURCE WT 1f4"PULL ROPE AND(3)6 PAIR.(SEE E.2 FOR CONDUIT SIZE} EEEC.CONDUIT FROM UTILITY SERVICE NEW 12'DIA. EET CONCRETE P1000 UNISTRUT 1-6618" POINTS(SEE SH E SU PORT PIERS FOR CONDUIT SUPPORT FOR CONDUIT SIZE)) W142"MIN.DEPTH BELOW GRADE USE APPROVED CONDUIT CLAMPS 3 #8831654 'S GALVANIZED STEEL PIPE SGH.40 PLANO EAST 1 f E ! I I k 1947 US HWY 34 I I I I I I I E YORKVILLE, IL 60560 LL I I f I f I � :I 1 �•� o . * NEW 12"D10.CONCRETE SUPPORPERW MIN,DEPTHBELOW 3 3R BREA KER BOX PLAN VIEW DETAIL UTILITY DETAILS GRADE SCALE:N.T.S.LJIL E-3 ELEC.CONDUR TO , SHEET E-1 FOR CONDUIT SRE) METER&TEL H-FRAME REAR ELEVATION VIEW/1 EQUIPMENT SHELTER(SEE /L CO SCALE:N.T.S. - -- - KEY NOTES: NEW GROUND RING(MIN.20-FT LONG):#2 AWG SOLID,TINNED FO BARE COPPER PE E INSTALLED MIN.2-F7 APART FROM *U.S. Cellular L / O 5!6"0 X 50'-0"LONG COPPER CLAD GROUND ROD 10"DIA,GROUND SYSTEM TEST WELL / NEW TOWER GROUND RING:#2 AWG SOLID,TINNED ONE PIERCE PLACE BARE COPPER GROUND WIRE SUITE 800 J / #2 SOLID,TINNED RARE COPPER GROUND WIRE FROM TOWER ITASCA,ILLINOIS 60143 BASE TO NEW GROUND RING(2 REQUIRED)- OFFICE:(630)773-1600 TYP. / FAX:(630)285-1580 \ 2� /// O LOWER TOWER COPPER GROUND BAR\ / CONOFROTA.LTD \ / (2)#2 AWG SOLID,TINNED BARE COPPER GROUND WIRE FROM LOWER TOWER GROUND BAR TO NEW GROUND RING A PROFESSIONAL DESIGN FIRM \\ // O UPPFJ270WERCOPPERGROUNDBAR D A. LICENSE / ONCORDIA W4RELESS,INC. \\ 9 4!0 AWG GREEN STRANDED GROUND WIRE FROM UPPER — / O TOWER GROUND BAR TO TOWER STEEL — 505 E.GOLF ROAD Q MASTER GROUND BAR(MGB1 SUITE D&E \\\ 8 / ARLINGTON HEiGHTS,IL 60005 \\ // TYP. - MAIN: (847)961-0801 \\ // 15 13 3 � 19 FROM MASTER LGROUND BAR TO EWGROVNDRNG RE \� TYP. TYP"/.'/ YP! 24 * c)Concordia 2001-201 D,Copyright No9ce: RF GROUND BAR(RGB) ese Oocumentsl mOogs Are Produced by and D / .! Are Therefore The Intellectual Property of Concordia 18 !4 210 AWG GREEN 51 RANDED GROUND ti^11RE FRVti1 MASTER Group Ot Companies.Do Not Copy,Reproduce, / 1 \ * 3 R®verse-Engineer or Replicate Any Parts of These TYP. `'� O GROUND BAR TO RF GROUND BAR Documents In any Manner Without Obtaining Wd11en "'—' �\ Consent From The Conoordla Group, 5 f �� +�— f• i , — \� )Q EXTERNAL GROUND BAR(EGB) +t O(2)#2 AWG SOLID,TINNED BARE COPPER GROUND WIRE PROJECT N0: 8831654 ``\ ♦/ / 11 I i 1 FROM EXTERNAL GROUND BAR TO NEW GROUND RING TELCO GROUND BAR G) t 1 1 7 DRAWN BY: PS CHECKED BY: GMS 11 I i 7 )JO AWG GREEN STRANDED GROUND WIRE FROM MASTER GROUND }_ ..r 7 , r ;� I 1 - i BAR TO TEI CO GROUND 8AR CHECKED BY: HIT APPROVED BY:GMS.TP • .`,Y  AWG SOLID,TINNED BARE COPPER GROUND WIRE '/ _ FROM ICE BRIDGE TO ICE BRIDGE POST, �' f 7 25 — ,_— —Ff 1 0 19 #2 AWG SOLID,TINNED BARE COPPER GROUND WIRE,BOND ICE I / . I O BRIDGE POST W1 VS TYPE CADWELD.(1 PER POST REQUIRED). ���//♦ /// // r f'� 12 J ) I ; 1 1 #2 AWG SOLID,TINNED BARE COPPER GROUND WIRE FROM // ZO FENCE POST TO NEW GROUND RING / Ply M / // // / r 6 y I ,tom ' 27 TYP. z� 112 AWG SOLID,TINNED BARE COPPER GROUND WIRE FROM �/.+• // 4 j = I- H-FRAME POST TO NEW GROUND RING 1 I ` # AWG SOLID,TINNED 1$% 26 062 ©64 GROUNO KI / / I , a MI ' +�' I 4�� TYP. TELCO BOX TO NEW GROUND RING 72.♦/ / / ♦ (TYP.ALL 1 } �i / / I 1 #6 AWG SOLID,TINNED BARE COPPER GROUND WIRE FROM LICENSED / /'♦ ; i CABLES) � i 23 METER SOCKET TO ISOLATED GROUND ROD t PROFESSIONAL j e II 2Q #2 AWG SOLID,TINNED BARE COPPER GROUND WIRE WITH 1 ENGINEER f �P. 2-HOLE LUG FROM HVAC UNIT TO NEW GROUND RING 4ti I_ 1 Zr0 #S AWG STRANDED GREEN COPPER GROUND WIRE FROM /%"••..,�� ..•';Cr•t _ GROUNDING KIT TO EGB TYPICAL ALL CABLES) 23 G L O ✓ / y \— O#4 AWG STRANDED GREEN COPPER GROUND WIRE FROM MOB TO CABLE RACKS / I TYP, �1 \\\`� -. _ _JI`. / TYP. #4 AWG STRANDED GREEN COPPER GROUND WIRE FROM MGB TO CABINETS 2S #2 AWG STRANDED WIRE w1GLACK JACKET FROM FENCE GATE TO FENCE POST Q e ENLARGED SITE GROUNDING PLAN �,GIIN4,' *- ITEM SUPPLIED WITH EQUIPMENT SHELTER #8831654 GROUNDING NOTES: ; ,�y PLANO EAST SCALE:N.T.S. i � 1947 US HWY 34 1.NEW GROUND RING GROUND RODS AND TEST WELL SHALL BE INSTALLED 7-COAX CABLES SHALL BE GROUNDED TO ALL TOWER GROUND BARS(TOB) 13.ALL AC POWER ENTERING THE BUILDING SHALL HAVE SURGE PROTECTORS MIN.42"BELOW GRADE,OR 6"BELOW FROST LINE,WHICHEVER IS DEEPER CONNECTED TO THE MGB SYMBOLS LEGEND: YORKVILLE, IL 60560 9.EACH TGB SHALL BE EXOTHERMICALLY WELDED TO THE TOWER.TGB 2.GROUND RODS SHALL BE EXOTHERMICALLY WELDED OR COMPRESSION MECHANICAL CONNECTION IS ALLOWED WHEN THERE ARE SAFETY CONCERNS 14-ALL GROUNDING HARDWARE,INSIDE AND OUTSIDE EQUIPMENT 8U}LDING GROUND ROD CRIMPED AND INSTALLED AT THE APPROPRIATE SPACING WHICH SHALL NOT BE BY THE TOWER CREWS PERFORMING THE WELDS ON THE TOWER;TOP TGB SHALL BE STAINLESS STEEL WITH 2-HOLE LUGS LESS THAN 10'AND SHALL NOT EXCEED 15' SHALL BE BONDED DIRECTLY TO THE TOWER DIAGONALLY UELOW ANTENNAS 15.FENCES SHALL BE GROUNDED TO THE EXTERNAL GROUND RING AT EACH GROUND ROD WITH ACCESS 3.WHEN ALTERNATE OR MULTIPLE GROUND RINGS ARE USED,RINGS SHALL BE 9.FOR TOWERS 3OD-FT AND TALLER A MIDDLE GROUND BAR IS REQUIRED CORNER (TEST WELL) EXOTHERMICALLY OR COMPRESSION CRIMPED TO EACH OTHER IN AT LEAST ® SITE GROUNDING PLAN TWO PLACES 10,THE EXTERNAL GROUND BAR(EGB)SHALL BE MOUNTED ON ISOLATED 16.ALL ACCESS GATES SHALL BE BONDED TO MAIN FENCE ASSEMBIY BY A XIT GROUND ROD STANDOFFS BELOW THE WAVE GUIDE ENTRY PLATE METAL STRAP 4.ALL METALS WITHIN GFT OF THE RING SHALL BE BONDED TO THE RING GROUND WIRE(BELOW GRADE)-------- 11,ALL COAX CABLES SHALL BE GROUNDED TO THE EGB BEFORE ENTERING 17.LIGHTNING AIR TERMINALS SHALL BE MIN.2-FT ABOVE THE TALLEST GROUND WIRE(ABOVE GRADE) 5.ALL BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC OR COMPRESSION THE EQUIPMENT BUILDING ANTENNA AND EXOTHERMICALLY BONDED OR BOLTED TO TE TOWER CRIMPED USING BURNDY HYGROUND OR T&B SYSTEMS SPARE GROUND WIRE FOR 12 AFTER ENTERING THE BUILDING ALL COAX CABLES SHALL HAVE RF SURGE 10.ALL GROUNDING MATERIALS AND HARDWARE SHALL BE FURNISHED AND FUTURE CONNECTION(10 FT.) EG-i 6.CHEMICAL TREATMENT USING BENTONITE.GRAPHITE,CONDUCTIVE PROTECTION;ALL SURGE ARRESTORS(INCLUDING THE GPS ARRESTOR)SHALL INSTALLED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTES GROUNO BAR CONCRETE,ETC.IS REQUIRED IN ORDER TO ACHIEVE DEFINED RESISTIVE BE INSTALLED ON TRAPEZE BRACKET VALUES CADWELD OR U.S.CELLULAR APPROVED CONNECTION 0 MECHANICAL CONNECTION 0 NOTE: SYMBOLS LEGEND: (1)ANTENNA PER SECTOR HAS BEEN SHOWN FOR CLARITY.SEE GROUND WIRE(BELOW GRADE) -------- SHEET A-4 FOR ACTUAL NUMBER OF PROPOSED ANTENNAS GROUND WIRE(ABOVE GRADE) *U.S. MOUNTING PIPES GROUND BAR z_ ANTENNAS CADWELD OR U.S.CELLULAR APPROVED CONNECTION . N LIGHTNING MECHANICAL CONNECTION El ONE PIERCE PLACE ROD SECTOR A SECTOR B SECTOR C SUITE 800 CADWELD OR MECHANICAL CONNECTION ITASCA,ILLINOIS 60143 OFFICE:(630)773-1600 GROUND ROD 112°PVC CONDUIT FAX:(630)285-1580 CONCORDIA.LTD i A DENSE 4 184.00 DESIGN f. 410 AWG----""""'r WG I LICENSE tl 184.004952 D.eA. GROUND NEW COAX CABLE GROUND WIRE TO i KITS(TYP.ALL CABLES) ONCORDIA WIRELESS,INC. TOWER STEEL - �i #6 AWG GROUND WIRE TO — 505 E.GOLF ROAD ' LLEGfOR OBO LLEGfORO + COLLECTOR GROUND BAR SUITE D&E � OLLEGTORO i i + (TYP.ALL CABLES) ARLINGTON HEIGHTS,IL 60005 TOWER TOP - _ _ NEW COLLECTOR GROUND (CADWELD OR 'I ._ - - - - - BAR BY GC(TYP.OF 1 PER NOTE: MAIN: {847)981OfiDi MECHANICAL SECTOR) (C)Concordia 2001-2010,Copyright Nodoe: CONNECTION NEW UPPER THIS IS A RAISER DIAGRAM ONLY,SEE SHEET EG-1 These DncumenlslDrawings Are Produced 6y and TOWER GROUND Are Themicre The Intellectual Property of Concordia urPER TGB BY GC FOR GROUNDING LAYOUT AND SHEETS EG-3 AND Group Of Campanles.Do Not Copy,Reproduce, EG4 FOR GROUNDING DETAILS. Reverse-£nginaaror Replicate Any Parts otThese 410 AWG GROUND WIRE REFER TO CELLXION DRAWINGS FOR GROUND#NG Documents In any Manner Wi;bout OMa+nina Written Consent From The Concordia Group. TO TOWER STEEL PLAN AND DETAILS INSIDE EQUIPMENT SHELTER TOWER TOP(CADWELD OR PROJECT NO. 8831654 MECHANICAL CONNECTION DRAWN BY: PS CHECKEDBY: GMS CHECKEDBY: RH APPROVED BY:Gt+iS,TP i � I #6 AWG GROUND WIRE TO GROUND KITS(TYP.ALL CABLES);SEE SHEET EG 3 FOR GROUNDING DETAILS AT ENTRY PLATE A�...M�• NEW COAX CABLE GROUND 1 N KITS(TYP.ALL CABLES) 96 AWG GREEN STRANDED _ #6 AWG GROUND GROUND WIRE TO HATCH - WIRE TO LOWER COAX CABLE"P.) PLATE(TYP.OF 2) •' Ofi2-061844•_`y TOWER GROUND BAR � BY GC(TYP.ALL CABLES) OO LICENSED MGBISLOCATEDONrHE f •s PROFESSIONAL #L ' OPPOSITE INTERIOR WALL, t SEESHEETEG-1AND -- �,I �,. ENGINEER �. NEW TOWER °BOTTOMTGB° CELLMON DRAWINGS FOR �� ELEC.SERVICE BUSS I EXACT LOCATION I % OF '•` LOWER TOWER GROUND BAR,CONNECT TO r l BAR LOCATED AT THE ISOLATED GROUND E D �•�•�.O POINT WHERE COAXIAL ) SIGNAL CABLES LEAVE THE ROD W!#f6 AWG r--- #2 SOLID,TINNED BARE TOWER STRUCTURE GROUND WIRE -'.' I) EXTERNAL COPPER GROUND WIRE '` 1 (INSIDE 1!2"PVC CONDUIT) #2 AWG SOLID,TINNED TELCO BUSS GROUND BAR FROM TOWER BASE TO NEW BARE COPPER GROUND BARS- ` A I 8Y GC GROUND RING(2 REQUIRED). WIRE INSIDE 112"PVC +_ I 1 2 Q j CONDUIT(TYP.) #2 AWG SOLID, _- .•�+ - _ COPPER GGROUND #8831654 PLANO EAST 1947 US HWY 34 YORKVILLE, IL 60560 ~~~�� ,� �a ---r—r�r�~� NEW TEST WELL, �� � SEE SHEET EC-4 ����������i� �, 'i � NEW GROUN FOR DETAILS _ NEW 518"X10 ) RING:#2 AWG COPPERCLAD� SOLID,TINNED GROUNDING RISER NEW TOW ' GROUND ROD yy. BARE COPPER DIAGRAM GROUND RING (TYP-) GROUND WIRE I + I GROUNDING RISER DIAGRAM EG-2 SCALE:N.T.S. SURGEARRESTOR 96 AWG STRANDED INSULATED 92 AWG SOLID,TINNED TRAPEZE RACK w1(3) GROUND WIRE FROM BARE COPPER GROUND ALUMINUM PLATES AND GROUNDING KITTO GROUND WIRE FROM ICE BRIDGE (2)318"THREADED ROD, BAR(TYPICAL ALL CABLES): TO ICE BRIDGE POST. NUTS&WASHERS{SEE , FURNISHED&INSTALLED BY GC NOTE: DETAIL WEC 3) PROVIDE MIN.12'BEND RADIUS ON ( �' COAX CABLE GROUNDING KIT ALL GROUNDS.PROVIDE SMOOTH - SWEEPING BENDS i *U .(TYP.ALL CABLES)FURNISHED ,L7 Cellular IE &INSTALLED BY GC - S • _ - - ��..—. _ _. 1 _ MAIN LINE _ .,-- : I I COAX CABLE _ r I _ - � � � __ � GPS SURGE I,, ONE PIERCE PLACE ARRESTOR'NTI- SUITE 800 ROP SERIES ,C�, sH>rLrER --. - -' ITASCA,ILLINOIS 60143 CABLE PGRT OFFICE:(630)773-1600 GPSduMPER `Y FAX:(630)285-1580 - UNUSED PORT HOLES TO BE SEALED WITH _ y I SUPPLIED COVERS WITH STAINLESS STEEL A PROFEOL4,LTD PIPE CLAMPS FURNISHED&INSTALLED BY MAINLINE A PROFESSIONAL DESIGN FIRM SURGE LICENSE#184.004852-D.B.A. COAX CABLE �{ 1�GC I PROTECTION . t H6 AWG GREEN STRANDED GROUND WIRE j INSULATOR ' _—R� ONCORDL&WMELESS,INC. FROM EGB TO HATCH PLATE JUMPER CABLE — RE GROUND TO RADIO ° / — 505 E.GOLF ROAD BAR-SUPPLIED WITH ; 4"X 20'X 114'TINNED INSULATED COPPER ° SUITE D&E SHELTER I GROUND BAR ATTACHED TO EQUIPMENT SHELTER FURNISHED&INSTALLED BY GC o° - GROUNO WIRE TO o °° ARLINGTON HEIG 60005 MAIN: (847)881-0801 801 MGB I 92 SOLID,TINNED BARE COPPER GROUND oO°vo (SEE DETAIL WE") WIRE FROM EXTERNAL GROUND BAR TO ° II GROUND RING(2 REQUIRED) 318"ALL THREAD (C)Concordia 2001-2010,CopYnght Noted: II (1)ill"DIA PVC CONDUIT FOR GROUND ROD(TYP.OF 2y These Dorn a The D tellsg Are Produced by and Are Therefore The Intellectual Pro rod of ConcaMia WIRE FURNISHED&INSTALLED BY GC a .� Group Of Companies.Do Not Copy,Reproduce, f The 2f0AWG GREEN Revere-En Ineeror Rep1ECe1e Any PANS of These I 62 IN AWG GREEN Consent From The Concordia Group. STRANDED GROUND Documents n any Manner Without Obtaining Written d2 AWG SOLID,TINNED BARE COPPER INSULATED GROUND RF GROUND BAR- WIRE 70 MASTER �.1 ` I� SUPPLIEDWITH GROUNDBAR GROUND WIRE,BOND ICE BRIDGE WIRE FROM TRAPEZE POST W/VS TYPE CADWELD.(1 PER SHELTER -SUPPLIED WITH II PDST REQUIRED). 6 RK�RF GROUND SHELTER 1: PROJECT NO: 8831654 • .`, �_ � -1="��`'�-- - `--�-}"�-- " VIEW OF INTERIOR CABLE PORT - 1 •__� r ✓r. (DINTERIROR CABLE PORT DRAWN BY: PS CHECKED BY: GMS SCALE:N.T.S. I ' CHECKED BY:RH APPROVED BY:GMS,TP 1 NEW GROUND RING HATCH PLATE AND ICE BRIDGE GROUNDING DETAILS I{�P ••M' S SCALE:N.T.S. V,e• ••'••,9O 4 062-061844':�� ASTER GRO UNDBAR _ PLIED WITH SHELTER LICENSED i PROFESSIONAL HVAC UNITIEXTERIOR T GROUNDING KIT TO METALIC COMPONENTS % •' ENGINEER CABLE OF ; (TYPICAL CABLES);FURNISHED (� &INSTALLED BY GC: /�•j'�'�•;'O`;J 92 SOLID,TINNED BARE -t!4'PVC PENETRATION BY COPPER GROUND WIRE W1 SHELTER MFR LUGS TO GROUND RING FURNISHED&INSTALLED BY GC i + NS AWG STRANDED / • P INSULATED GROUND (1)112'DIA.PVC CONDUIT Wl (1)112'DIA.PVC CONDUIT W! (2)f18 AWG GREEN— WIRE FROM (1)NON-METALIC PIPE (t)NON METALIG'C'CLAMP STRAP FURNISHED& FURNISHED&INSTALLED BY STRANDED GROUNDING KIT TO INSTALLED BY GC GC GROUND WIRE - - _ EGB I , FROM EGB TO t,%�j, (TYPICALALL HATCH PLATE - P CABLES);FURNISHED &INSTALLED BY G I 7T1.TTT'7. C 10 FINISHED GRADE '' - #8831854 . - O EAST FINISHED GRADE yl .' 1947 US 34 - I YORKVILLE, IL 60560 GROUNDING DETAILS I12 AWG SOLID,TINNED t BARE COPPER GROUND � WIRE TO GROUND RING FURNISHED&INSTALLED _R SY GC .. • y 4 HVAC GROUNDING DETAIL EG-3 SCALE:N.T.S. VIEW OF EXTERNAL GROUND BAR MGB GROUNDING DETAIL *U.S. Cellular ONE PIERCE PLACE SUITE 800 ITASCA'ILLINOIS 60143 OFFICE:(630)773-1600 FAX:(630)285-1580 6 CONCORDIA,LTD A PROFESSIONAL DESIGN 5{RM 4 #2 AWG TO COLLECTOR 2 #6 AYdG FROM GROUND BARS(1 PER #6 E::�COZ'CABLjF AG FROM LICENSE#184.064952-D.BA COAX CABLE SECTOR) GROUND Klf OUND KIT 314• ONCORDIA WIRELESS,INC. 7r18• 0 0 0 _ 2' 0 0 p 505 E.GOLF ROAD 0 0 0 O p SUITE D&E 0 00 0 0 0 0 0 MAIN: (847)981-0601 0 S,IL 0005 3 0 0� 1 0 O (C)Concordla 2001-2018,Copyright Noka: 11 These Dacumenlsl0rawings Are Produced by and Are There Fore The Intellectual Properly of Conccrdia Group Of Companles_Do Not Copy,Reproduce, 00 O 0 0 0 0 00 O O O O O O o 0 0 0 0 Reverse-Enginaeror Replicate Any Pads of These Q Documer is In any Manner Without Obtaining Written LEGEND o 0 0 o QO o 0 0 0 0 0 0 Consent From The ConcoMia Group. Qo 00000000 " 000o0° 0000 0 0 0 OQo oa0000000000000 Qo 1-GROUND SUSS BAR, 114'%4"X 20",CONFIRM wlUSC PROJECT o 0 0 0 0 0 0 Q 0 O o O O o PR OJECT NO: 8831654 MANAGER THE APPROVED BUSS MFR.HOLE CENTERS TO Q O O 0 MATCH NEMA DOUBLE LUG CONFIGURATION 2-INSULATORS,CONFIRM THE APPROVED BUSS MFR.wfUSC 3-5f8"LOCKWASHERS,CONFIRM w1USC THE APPROVED BUSS MFR.(NEWTON INSTRUMENT CO.CAT,NO.30158 OR #2 AWG TO NEW 410 AWG GROUND #2 AWG TO UPPER DRAWN BY: PS CHECKED BY: GMS EQUIVALENT) GROUND RING WIRE TO TOWER TOWER GROUND 4-WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO.CAT STEEL BAR NO.A-6056 OR APPROVED EQUIVALENT(CONFIRM w1USC THE CHECKED BY: RH APPROVED BY:GMS,TP APPROVED BUSS MFR.) 5-518-11 X V H_H.0-S.BOLTS,NEWTON INSTRUMENT CO.CAT NO. 3012-1 OR APPROVED EQUIVALENT(CONFIRM w1USC IHE APPROVED BUSS MFR.) LOWER TGB UPPER TGB COLLECTOR GROUND BARD •••M• S STANDARD GROUND BAR DETAIL .. 2 SCALE:NTS .0 SCALE:NTS 3 SCALE:NTS 4 SCALE:NTS • �• • .O `062-061844 LICENSED PROFESSIONALr ENGINEER J' /�°•• OF •JGJ S1S NU4kfS/S L! N 01 S!S BELLEVILLE WASHER ___ S1S FLAT WASHER ___ WI AWG STRANDED COPPER GROUND ____ WIRE(GROUNDED TO GROUND BAR) BUSS (STANDARD ANDREW GROUNDING KIT) CABLE GROUND KIT a• FLAT WASHER NDREW 922003iNG KIT S BOLT(1 OF 2) � q- COPPER ANTENNA CABLE NOTES: 2 1/2"DIA. w MAX. 1. ALL HARDWARE 18.8 STAINLESS STEEL INCLUDING #8831654 BFLLEVILLES.COAT ALL SURFACES WITH KOPR- SHEILD BEFORE MATING. PLANO EAST 2. FOR GROUND BOND TO STEEL ONLY:INSERT A DRAGON NOTE:DO NOT INSTALL CABLE GROUND KIT AT A BEND 1947 US HWY 34 TOOTH WASHER BETWEEN LUG AND STEEL.COAT AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. YORICVILLE, IL 60560 ALL SURFACES WITH KOPR-SHETLD. STANDARD LUG CONNECTION OF GROUND LEADS TO GROUND BAR DETAIL 6 STANDARD CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE GROUNDING DETAILS `7 SCALE:NTS SCALE:NTS EG-4 CADWELD CONNECTIONS BURNDY CONNECTIONS OR APPROVED EQUAL OR APPROVED EQUAL 10"OIA.,42'LONG STEEL GROUNDWEU-COVLR HARGER CAT.NO 36DP-42 HARGER CAT.NO.19P5 *U.S. Cellular LOOP AS LARGE AS POSSIBLE TO AVOID SHARP BEND ONE PIERCE PLACE PARALLEL HORIZONTALCONDUCTORS HORIZONTAL STEEL SURFACE "C"CONNECTOR GRADE SUITE 800 PARALLEL THROUGH CONNECTION TO FLAT STEEL SURFACE HYPRESS ITASCA,ILLINOIS BD143 OF HORIZONTAL CABLES OR HORIZONTAL PIPE ( ) FAX:(639)285-1560 TYPE PT TYPE HS TYPE YGHC #2 AWG eCW PIGTAIL CONCORDIA,LTD A PROFESSIONAL DESIGN FIRM LICENSE IF 184.004952-D,B.A CABLE TO ROD w CONNECTOR J BURNDY TYPE GAR t n F ONCORD)A W)RELESS,INC. O _ /j. 0505 E,GOLF ROAD THROUGH CABLE TO GROUND ROD VERTICAL STEEL SURFACE D JUMPER U ,s •rte v ._q.. o SUITED&E THROUGH CABLE TO TOP CABLE DOWN AT 45°TO VERTICAL FIELD FABRICATED - m ARLINGTON HEIGHTS,IL 60005 OF GROUND ROD STEEL SURFACE INCLUDING PIPE GREEN STRANDED INSULATED CLEAN SAND FILL _I - MAIN; (W4 981-0801 TYPE GT TYPE VS TYPE 2-YA-2 I (C)Concordia 2001-2010,Copyright Notice: These DocumenlsMsawings Are Produced by and Am Therefore The Intellectual Property of Concordia Group Of Companies.Do Not Copy,Reproduce. RING GROUND T Lloc.ents @many or Replicate Any Parts in These p #2 AWG BOW Documents In any Manner Without Obtaining Written Consent From The Concordia Group. GROUND ROD COPPERWELD HORIZONTAL SPLICE VERTICAL PIPE COPPER LUGS 518"DIA.X 10'-0'LONG F PROJECT NO: 8831654 SPLICE OF HORIZONTAL CABLE DOWN AT 45°TO RANGE TWO HOLE-LONG BARREL LENGTH CABLES OF VERTICAL PIPES TYPL VS TYPE YA-2 STANDARD GROUND INSPECTION WELL. 1 DRAWN BY: PS CHECKED BY: GMS SCALE:N7S CHECKED BY: RH APPROVED BY:GMS,TA .L ..........:% ' •.O INISHEOGRADE � •062-0618445��� LICENSED . — -- -- — — EXOTHERMICWEI-D NO SLAG OR DEFORMITIES ALLOWED PROFESSIONAL f T,-- 5—,,L U O)7T _QQQ Q' Q _ {rHERMawELnDR ENGINEER f EQUIVALENT).PARALLEL, ••Z� NOT-WELDS ALLOWED. OF •�,.• EXTERIOR GROUND RING 42"MIN UBGRADE #2 SOLID,BARE.TINNED i 5°MAX COPPER GROUNDING CONDUCTOR apGpyl d 92 SOLID,BARE, TINNED COPPER r'4, GROUND RING #8831654 PLANO EAST 1947 US HWY 34 518°X 1C'COPPER CLAD YORKVILLE, IL 60560 STEEL GROUND ROD JUMPER,42 SOLID.BARE,TINNED COPPER GROUNDING CONDUCTOR GROUNDING DETAILS GROUND ROD DETAIL TIE CONNECTION L SCALE:NTS 3 SGALE:NTS EG-5 `71k 0 C/P Reviewed By: Agenda Item Number I Al 0 Legal ❑ 1836 EST 1836 ❑ Engineer ❑ Tracking Number i City Administrator ❑ O Consultant ❑ ��c ,W EDC 2010-23 El Agenda Item Summary Memo Title: Telecommunications Tower Fees Meeting and Date: EDC 8/3/10 Synopsis: Comparison of City's building permit fees for telecommunications towers with those of other communities/ Council Action Previously Taken: Date of Action: EDC 716110 Action Taken: Discussion Item Number: EDC 201 0-23 Type of Vote Required: Council Action Requested: Discussion and direction Submitted by: Krysti Barksdale-Noble Community Development Name Department Agenda Item Notes: clry 0 Memorandum EST. 1836 To: Economic Development Committee .0 ` Froze: Krysti J. Barksdale-Noble, Community Development Director 0� �N p CC: Bart Olson, City Administrator Date: July 30, 2010 Subject: Telecommunications Tower Buildin g Permit Fees Backp,round & Request: At the previous EDC meeting, Staff was requested to research and prepare a comparison of the City's current building fees charged for Telecommunications Towers with those of other communities. Staff created the attached questionnaire soliciting input from over 20 municipalities throughout the region regarding permit fees, plan reviews, requirement for bond/insurance, etc. The attached table provides information gathered from the municipalities that responded to the survey. Research: Currently the City of Yorkville calculates tower fees at a flat rate of$750.00. The fee for the accompanying equipment shelter is charged $650.00, plus $0.20 per square foot of building. Plan Review fees vary, depending on the type of proposed construction; antenna collations may require a fee, while new tower construction typically will not need a plan review as structural engineering has been performed. Therefore, a typical 200 foot tall tower with an approximately 250 square foot equipment building would have a total building permit fee of $1,450.00 if constructed in the City of Yorkville. Upon evaluating the information gathered from the other municipalities, it is clear that there are no set standards for calculating telecommunication tower permit fees. Building permit fees vary widely and can be based on flat rate, project valuation, type of tower, or even number of pages of the plan. With regard to plan review requirement and fees, most of the municipalities surveyed do not charge for plan review or it is included in the pen-nit application fee. Those that do charge a plan review few ranging from $40.00 to over $400.00, plus a fee per square footage. A majority of the municipalities do require telecommunication tower contractors be bonded and insured. At the lower- end, the permit fee for a telecommunication tower in the municipalities surveyed can cost approximately $115.00 upwards to $6,000, not including plan review. Staff Comments: Comparatively, the City of Yorkville's permit fees for telecommunications towers are less than the average of the communities surveyed. Additionally, most other communities do require bonds and insurance for the contractors working on the project; however, Yorkville only requires it for work being performed on City-owned property. Staff is seeking direction from the Economic Development Committee regarding this matter. 1 CELL TOWER FEES MUNICIPALITY , BOND INSURANCE NOTES i $75+0 Tower Elan review fee may he charged depending if it is a colYation of Yorkville, IL $650+$0.20/sq_ft for Equip Varies No Building antennas-on existing tower or a proposed new cell tower. The fee for all service install permits issued for electrical outside Richmond, IN $115 based on$50K No No No the Corporate Limits shall be increased by$20. No fees for tower. $40+.35 sq.ft. Yes $300,000 Electric permit required Cape Girardeau,MO Bldg. Fees based on valuation. Special use permit,filing fee Based on valuation of tower If value is in excess of Yes Yes Renewal 1 time for 180 days Moline, IL and installation. $20K 65%of fee cost Registration with city required based on project. Based on valuation. No fee Electrical No Wheaton, IL Contractors $44 per page of plans,$16 No No No Naperville, IL clerical fee. $100+Site plan $125+37 sq.ft. Yes Yes Electric permit required$250+.05 per 100 sq.ft. Mansfield,OH Building based on project No No No Zoning Review fee for co-location. Grand Haven, MI valuation. Contract agreement with city. Waukesha,WI $8.50 per$1000 Included No No $4 per 10 sq.ft. $75 Yes $1,000,000 Zoning Review fee$60 Merrillville, IN Must allow 3 City related co locates at n/c Such as fire and 911 $643.75 $418.44 Yes Yes Zoning Review fee$500 Stillwater MN (Using a$50K value) State Surcharge$25 Process Fee$25.00 Lee County, IL $25 per foot Add additional equipment$1200 $4500-$5500 Type B B-New Monopole tower with new equipment&shelter Chicago, II $3000-$6000 Type C C-New antennae on existing tower,new shelter Du Page County, IL $2200 $150 $20,000 Yes (Using a$50K value) Duluth $250 Co-location $765 Tower Electrical permit$102 Prince Edward,VA $102 Equip Building Erosion &Sediment Control$300—15`acre,$50 each additional acre. Sun Prairie,WI $300 Co-location Water No Zoning review$100-$350 tower. McHenry, IL $250 Equipment Bldg. No No Yes Co-locate on city water tower$5,000 Snohomish County, $1,000 per linear ft.Tower. Yes.85%of Permit Fee. Supplemental fees includes:structural permit fees, critical area WA $5,000 per antenna on fees,grading permit fees,targeted and/or detailed drainage plan existing Tower/Structure. review fees and land use permit fees. Equip. Building based on valuation. `•QED CIT/' United City of Yorkville ol� N Building Department v ` ��° 800 Game Farm Rd. + Yorkville, IL 60560 + 630-553-8545 + Fax. 630-553-7264 to \V e-mail dmeine�7(dwordvrlle it us July 8, 2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate It if you would take the time to answer them and return It to me. I would be happy to share the results with you If have an Interest In them. Municipality Name E-mail Telephone What does your municipality charge for building permit fees for cell towers? Plan Review fees? Vc2c;)-Cv C.� rl""SS�� �- C� r_- -2 5Ci Englneering/Site and Review fees? Do you requlre a Bond? ':� e l� Insurance? What requirements are there for routine Inspectfons7 Maintenance programs? Permit renewal? Other Fees or requirements? Thankyou United City of Yorkville b Building Department 800 Game Faun Rd. + Yorkville,IL 60560 + 630-553-8545 + Fax. 630-553-7264 a-mail a'weilrer'1(tLporRville,�l.us July 8,2010 Planning Department: i am putting together a comparlson of fees and requirements associated with cell towers within various communities. have put together a list of questions and would greatly appreciate it if you would take the time to answer them and return It to me. I would be happy to share the results with you if have an Interest In them. Municlpali Name E-mail Telephone What does your municipality charge for building permit fees for cell towers? Plan Review fees? L Engineering/Site and Review fees? Do you require a Bond? insurance? What requirements are there for routine Inspections? Maintenance programs? Permit renewal? Other Fees or requirements? Thank you EMU. United City of Yorkville I, '__ 10 Building Department 800 Game Farm Rd. + Yorkville, IL 60560 + 630-553-8545 + Pax. 630-553-7264 e-mail ehveinerl(a1wi-A-ville.il.us• July 8,2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. 1 have put together a list of questions and would greatly appreciate it if you would take the time to answer them and return return It to me. I would be happy to share the results with you if have an Interest in them. Municipality Name E-mail Telephone What does your municipality charge for building permit fees for cell towers? Co 2—o/1 / A Plan Review fees? Engineering/Site and Review fees? Do you require a Bond? insurance? n! What requirements are there for routine inspections? �!�r��►r�4 r ?l_F�� Maintenance programs? Permit renewal? Other Fees or requirements? Thank You 07--27-'10 10:27 FROM- T-575 P081/002 F-738 CITY OF GLAND HAVEN-BUILDING PERMfT FEES Construction Construction Permit Constructon Construction Permit Vacua Value Fee Value Value ' Fee $1,00 to $500,00 $0,00 '$43,001.00 to $44,000,00 $523.00 $501,00 to $600.00 30.00 $44,001.00 to 545,000,00 $532,00 $601.00 to $700,00 $0.00 $45,001,00 to $46,000.00 $541.00 $701.00 to $800.00 $0.00 $46,001,00 to $47,000.00 $650,00 $001.00 to $999,00 $0.00 $47,001.00 to $46.000.00 $559,00 $1,01)0.00 $35,00 $48,001.00 to $49,000.00 $568.00 $1,001,00 to $1,100.00 $38,50 $49,001.00 to $50,000.00 .$57(.00 $1,10i,00 to $1,200.00 $41.25 $50,001,00 t4 $61,000-00 $583.25 $1,201.00 to Si,300,00 $44.00 $51,001.00 to 552,000100 $509.50 $1,301.00 to $1,400.00 $46.75 $52,001.00 to $53,000,00 $586,75 $1,401,00 to $1,500.00 $49.50 S53,001.00 to 564,000,00 $602.00 $1,501,00 to $1,600.00 $52.25 454,001.00 to $55,000.00 $608.25 $1,601,00 to 11,700.00 355.01) $55,001,00 to $56,000.00 $614.50 $i,701.00 to $1,800.00 $57.75 356,001,00 to $57,000.00 $620,75 $1,801.00 to $1,900.00 $60,50 $57,001.00 to $58,000,00 $627,00 $11901.00 to $2,000.00 $63,26 $58M.00 to $59,000.00 $63$,25 $2,001,00 to $3,000,00 $75,75 $59,0D1.00 to $50,000.00 $63950 $3,001,00 to $4,000.00 $88,25 $60,001,00 to $81,000.00 $645.75 $4,001,00 to $5,000,00 $100,75 $01,001.00 to �62,000.D0 $652,00 $6,001,00 to $6,000.00 $113.25 $52,001.00 to 563,000.00 $658,25 M001.00 to $7,000,00 $125.75 $63,001.00 to $64,000,00 •3664.50 $7,001.00 to $8,000,00 $138,25 $64,001.00 to $65,000.00 $570.16 $8,1901,00 to $9,000.00 $150,75 $65,001,00 to $66,000.DO $677.00 $9,001.00 to $10,000.00 $163.25 $M,001.00 t0 $67,000,00 $683.25 $10,001.00 to 511,0D0,00 $175,75 $67,001.00 to $68,000.00 $689.50 $11,001,00 to $12,000,00 $168,25 $68,001,00 to $69,000.00 $695.75 $12,001.00 to $13,000,00 $200.75 $69,001,00 to $70,000,00 $102,00 $13,0D1,00 to $14,000.00 $213,25 $70,001.00 to $71,000,00 5708,25 $14,001.00 to $15,000.OD $225.75 $71,001.00 to $72,000,00 $714.50 $15,001.00 to $16,000.00 $236.25 $72,001.00 . t0 $73,000,00 $72016 $16,001,00 to $17,000,00 $250,75 $73,001.00 to 574,000,00 $727,00 $17.001.00 to $18,000.00 $263.25 $74,001.00 to $75,000,00 $733.25 $18,001.00 to $19,000.00 $275,75 $75,001.00 to 676,000.00 $730.50 $19,001.00 10 $20,000.00 $288.25 $18,001.00 to $77,000.00 $748,75 S20,00i.00 to $21,000,00 $300.75 S77,11M.00 to $78,000,00 $752.00 $21,001,00 to $22.000,00 $313.25 $78,001.00 to $79,000,00 $760.25 $22,001.00 to $23,000,00 $325.76 $79,001,00 to $60,000.00 $764,50 $23,001,00 to $24.000,00 5338.25 '$60,001.00 to $81,000,00 $770.75 S24,001.00 to $25,000.00 3352.00 $81,001.00 IG 5;2,;00.00 $777.00 $25,D01,00 to $26,000.00 $351.00 $82,001.00 to $83,000.00 $783.25 526,001.00 to $27,000,00 $370-00 $83,001.00 to $84,000.00 $789.50 $27,001.00 to $28,000,00 $379,00 $84,00i-OD to $85,000.00 $795,75 528,001.00 to $29,000.04 $386.00 $65,001.30 to $80.000.00 $802.00 $29,001.00 to $30,000,00 $397,00 1136,001.00 to $87,000.00 3808.25 $301001.00 to $31,000,00 $408.00 $87,001,00 to $88,000.00 $614.50 3311001.00 to $32,000,00 $416.00 $68,001.00 to $89,000,00 $620,75 $32,001.00 to $33,000A0 $424.00 $89,401,00 to .S90,000,00 $927,00 533,001,00 to $34,000.00 $433,00 $130,001,00 to $91,000,00 $833.25 $3401.00 to $35,000,00 $442.00 $91,001,00 to $92,WO.00 $839,50 $35,001.00 to $36,000,00 3451,00 $92,001,00 to $93,000,00 $845.75 $36,001,00 to $37,000.00 3460.00 $93,001.00 to $94,00D.00 $852,00 537,001.00 to 538,000100 $489,00 $94,001,00 to $96,000,00 $858.25 $38,001,00 to $39,000,00 $478,00 $95,001.00 to $96,000.00 $864.50 $38,001.00 to $40,000.00 $487.00 $86,001.00 to $97,000.00 $870.75 $40,001,00 to $41,000.00 $496.00 S97,00i,00 to $98,000,00 $877,00 $41,001.00 to $42,000.00 $505.00 $98,001,00 to $98,000,00 $683,25 $42,001.00 to $43,000.00 5514.00 $991001.00 W $100,000,00 $889.60 $100,001,170 to$500,000,OG-$887.25 for the first $100,000.00 plus$5.00 for each addI lonal$1,000.00 or fraction thereat. $500,001 to$1,000,000,)0-$2,865.00(or the first$500,000,00 plus 3425 for for each additional$1,000.00 or fraction thereof and Including$1,000,000.00 $1.000,001.00 and up-$4,955.00 for the fast$1,000,000.00 plus$2.76 for eai l additional$$1,000.00 or"nation thereof, A plan review fee of 65°/a of the building ,.nvrh i♦4nm&nft%# k.2 -6vrnar4 Fnr all r+a,r' i4e 07-27- ' 10 10 : 17 FROM- T-575 P002/002 F-738 $18,001 .00 to $19,000.00 $275.75 S75,001 .00 to $761000.00 $739.50 $19,001 ,00 t0 $20,000.00 $288.25 $76:001 .00 10 $77,000.00 $745.75 $20,001 ,00 to 421 ,000,00 $300.76 $77,001 .00 to $78,000.00 $752.00 $21 ,001 .00 to $22.000,00 $313.25 $78.1 1.06 to $79.000.00 $768,25 $22,001 ,00 to $23,OD0.D0 $325.75 $79,001 ,00 l0 $804000.00 $754.50 523,001 .00 to $24,000.00 $338.25 $80,001 .00 to $81,000.00 $770.75 324,001 .00 to 1251900100 $35200 $811001,00 td $62,000.00 $77-1 .00 $25,001 .00 to $26,000.00 $361 .00 582,001 .00 to $83,000,00 $783.25 $261001 .00 to S27,000.00 $370.00 $83,001.00 to $84,000.00 $789,50 $27,001 ,00 to $26,000.00 $379,00 $84,001 .00 to $85,000.00 $795.75 $28,001 ,00 to $29,000,00 $388.00 $85,001.00 to $86,000.00 $802.00 $29,001 .00 to $30,000.00 $397.00 $864001.00 to 587,000.00 $808,25 530,001 .00 to $31 ,000.00 5408.00 $87,001.00 to $88.000.00 4814,60 $31 ,001 ,00 to $32,000.00 5416.00 $88,001 .00 to $891000.00 $820,75 $32,001 .00 to $33,000.00 $424,00 $89,001 .00 to $90,000.00 $827,00 $33,001 .00 to 534,000.00 $433.00 $90,001 .00 to $91,000.00 $833.25 $34,001 .00 to $35,000.00 $442,00 $91,001 .00 in $921000:00 $839.50 $35,OD1 .00 to $36,000.00 $461.00 $92,001 .00 to $93,000.00 $045.75 $36,001.00 to $376000,00 $460.00 $93,001 .00 to $94,000.00 $852.00 $37,001,00 10 $38,000.00 $469.00 $94,001 .00 to $95,000.00 $858,25 $38,001 ,00 to $39,000.00 $478.00 $95,001.00 to $96,000.00 $864.50 $39,001 .00 to $40,000.00 $487.00 $96,001.00 to $97,000.00 $670.75 540,001 .00 to $41,000.00 $496.00 $97,001.00 to $98,000100 $877.00 $41 ,001 ,00 10 $42,000.00 $505,00 $98,001,00 to $99,009.00 $883.25 $42,001 .00 to $43,000.00 $514.00 $99,001,00 to $100,OOD.DO $889.50 $100,001.00 to $500,000.00 - $1187.25 for the first $100,000,00 plus .$5.00 for each additional 31,000.00 or fraction (hereof. $600,001 to $1 ,000,000,00 - $2,855.00 for the first $500,000.00 plus $4.25 for for each additional $1 ,000.00 or fraction thereof and including $1 ,000,000.00 $1 ,000,001 .00 and up - $4,955,00 for the first $1 ,000,000,00 plus 32.75 for each additional $1,000.00 or franction thereof. A plan review fee of 65% of the building permit fee may be charged for all permits except one and two family residental Other Inspections and Fees: Inspection outside of normal business hours. Inspections for which no fee Is specifically Indicated. (minimum charge - two hours) $42.00 (minimum charge - one half hour) 42.00 Reinspeclion fees assessed under provisions of For use of outside consultants for plan checking and Section 108.6. $42.00 Inspections, or both, Actual costs" Additional plan review required by changes, r0r the total hourly cost to the Jurisdiction, additions, or revisions to plans. $42.00 whichever Is the greatest. (minimum charge - one hall hour). 7 United City of Yorkville m Building Department 800 Game Fann Rd. + Yorkville, IL 60560 + 630-553-8545 + Fax. 630-553-7264 r-mni!rlx>rincr•f(a;y'or!<i•rlle.il,rr.r July 8,2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate it If you would take the time to answer them and return it to me. 1 would be happy to share the results with you If have an interest in there, No,but thank you. City of Wheaton Municipality Name Ruta Norkus (630)260-2050 Telephone What does your municipality charge for building permit fees for cell towers? Based on cost of work. Please refer to our fee schedule available on the web. Plan Review fees?None. Engineering/Site and Review fees? If applicable,yes. Please refer to our fee schedule available on the web. Do you require a Bond? Electrical contractors must be registered with the City of Wheaton and a Bond would be required. insurance?NO. What requirements are there for routine inspections? Dependent upon the scope of work. Typically a final inspection and at that time a Special Inspection Report for the fasteners and torque Certification would be submitted. Maintenance programs?No. Permit renewal? If applicable would be discussed with the Building Director. Other Fees or requirements? No. Thank tilou WHEATON CODE OF ORDINANCES:APPENDIX B FEE SCHEDULE* Page 1 of 1 2. For new construction,of all multiple-family dwellings,commercial,office, institutional, and all other types of buildings, except new attached or detached single- family dwellings, requiring a permit. For alterations, additions and remodeling for all types of buildings requiring a pennit, including but not limited to, decks,porches, gazebos, stoop or stair. Fees are calculated based on the value/cost of work, including; material and labor at prevailing rates. Building Valuation: $0--$2,500 $30.00 $2,501--$5,000 $50.00 $5,001--$10,000 $75.04 $10,001--$20,000 $20,001—$30,000 $200.00 $30,001—$40,000 $300.00 $40,001--$50,000 1$400.00 $50,001--$60,000 $SOQAO $60,001--$70,000 $600.00 $70,001--$80,000 $700.00 $80,001--$90,000 $800.00 $90,001--$100,000 $900.OQ $100,001--Over $1,000.00 Plus,for each$1,000 or part thereof over$100,001 http://www,wheaton.il.us/custom/citycode/30000000.htm 7/21/2010 c1 rr° United City of Yorkville mBuilding Dep�Firtmcrrl.. o 804 Game Farm Rd. + Yorkville, 1L 60564 + 630-553-$545 + Fax. 630-553-7264 [� ��"� c-uurNdirrrnrri(a,rmllillc>.il.ur July 8,2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate it If you would take the time to answer them and return it to me. I would be happy to share the results with you If have an Interest in them. GAI?G? Municipality Name X75 3,3 E-mail Telephone What does your municipality charge for�pilding permit fees for cell towers? ,+ — cwEle-- Z Soo I D� o.0© AV r-,5 fi �d r Plan Review cfees? -5 Engineering/Site and Review fees? > G r C I Do you require a Bond? Insurance7 l± What requirements are there for routine lnspectlons7 Maintenance programs? Permit renewal? other Fees or requirements? I' ` Thank-You go United City of Yorkville nr, - Duilding Department W ' 840 Game Farm Rd. + Yorkville, IL 60560 t 630-553-8545 t Fax. 630-553-7264 c•-mui!rlwc°iner7{tt�la•J<�•illr.il.:rr July 8,2010 Planning Department: i am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate it if you would take the time to answer them and return It to me. I would be happy to share the results with you if have an interest in them. Moline,Illinois Joe Mason Municipality Name imason0moline.lLus 309-524-2371 E-mail Telephone What does your municipality charge for building permit fees for cell towers? Fees are based on cost of tower and Installation. Plan Review fees? If valuation Is in excess of$20,000 we charge 65%of fee cost based on entire oroiect. Engineerinoite and Review fees? None Do you require a Bond? Yes insurance? Yes What requirements are there for routine inspections? 24 hour advance on inspection requests. Maintenance programs? None Permit renewal? One time renewal for 180 days. Other Fees or requirements? Registration with city as a contractor,general,electrical,etc. Our website has our fee schedule.www.moline.il.us. Thank bore \QED C o. _ v United City of Yorkville x m Building Department S�4 800 Game Faun Rd. + Yorkville, IL 60560 + 630-553-8545 + Fax. 630-553-7264 [r e-mail its July 8,2010 Planning Department: am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate It If you would take the time to answer them and return it to me. I would be happy to share the results with you If have an Interest in them. Ij Municipality Name E-mail Telephone What does your municipality charge for building permit fees for cell towers? Plan Review fees? J Z_5- J r . : Engineering/Site and Review fees? f .•'? ` C ' Do you require a Bond? C y ` 6 Insurance? 4 f What requirements are there for routine Inspections? Maintenance programs? Permit renewal? Other Fees or requirements? Thank roa TM United City of Yorkville [n �, Building Department ego 800 Garne Farm Rd. + Yorkville IL 60560 + 630-553-8545 + Fax. 630-553-7264 <LE �v4 e-mail dmeirrcrl��rorAryi!le.iLus July 8,2010 Planning Department: am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate it if you would take the time to answer them and return it to me, I would be happy to share the results with you if have an Interest in them. 1�01 � ZQ,{� Municipality U Name E-mail Telephone What does your municipality charge for building permit fees for cell towers? Plan Review fees? Engineering/Site and Review fees? Do you require a Bond? Insurance? What requirements are there for routine inspections? Maintenance programs? Permit renewal? Other Fees or requirements? Thank you United City of Yorkville 1 0 Building Department ° 800 Game Fann Rd. + Yorkville, IL 60560 + 630-553-8545 + Fat;. 630-553-7264 ce `4 e-mail dwehiert�!vorAiille.il.us July S,2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate it if you would take the time to answer them and return it to me. I would be happy to share the results with you if have an interest in them, r Municipality Name ° E-mail Telephone What does your municipality charge for building permit fees for cell towers? % y75 Plan Review fees; y4-, �y Engineering/Site and Review fees? p Do you require a Bond? %t Insurance? t,�R , What requirements are there for routine inspections? Maintenance programs? Permit renewal? Other Fees or requirements? Thank you \CEO C/T �2 O � . United City of Yorkville o IF y Building Department 800 Game Fenn Rd. + Yorkville, IL 60560 + 630-553-8545 + Fax. 630-553-7264 <tp ts"y e-mail dm4nerr(a yorAl'ifle.d.11S July 8, 2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate It If you would take the time to answer them and return it to me. I would be happy to share the results with you if have an interest in them. Municipality Name E-mail Telephone What does your municipality charge for building permit fees for cell towers? Plan Review fees? Engineering/Site and Review fees? Do you require a Bond? insurance? What requirements are there for routine inspections? / (9 CA-TL( 0./� LC, GL`GL lni9 e/ Maintenance programs? —C/ ) /c�- I Q (- 4 r" L giG{-vrc irE — Permit renewal? 4 Other Fees or requirements? cCt�>�'j Thank you ,1g0 CrTy J2 0 - _ United City of Yorkville g i, ` � Building Department v = ° 800 Game Fart Rd. t Yorkville, IL 60560 t 630-553-8545 t Fax. 630-553-7264 cc sw e-mail dmeinmea yordville.il.us July 8, 2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate It If you would take the time to answer them and return, it to me. I would be happy to share the results with you if have an interest In them. Municipality Nam E-mail Telephone What does your municipality charge for building permit fees for cell towers? 7 ., coe r Plan Review fees? �V Engineering/Site and Review fees? Do you require a Bond? Insurance? What requirements are there for routine Inspections? \ v v Maintenance programs? F , � vl Permit renewal? Other Fees or requirements? Thank you ,(ED cfT Jam\ M United City of Yorkville o Ise Building Department 800 Game Farm Rd. + Yorkville, IL 60560 + 630-553-8545 + Fax. 630-553-7264 <<e % e-mail dweinerr(r'0,oj lrnifle. f1t s July 8, 2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate it if you would take the time to answer them and return it to me. I would be happy to share the results with you if have an interest in them. Municipality Name E-mail Telephone What does your municipality charge for bullding permit fees for cell towers? (c LK ('1--) - & 12' C, i. / o o 0 Plan Review fees? Engineering/Site and Review fees? jJ7 mC 7Lk, �q C 1 Do you require a Bond? Insurance? What requirements are there for routine inspections? Maintenance programs? Permit renewal? Other Fees or requirements? Thank you �2 J O 'b United City of Yorkville �rKC o, Building Department w r° 800 Game Farm Rd. + Yorkville, IL 60560 + 630-553-8545 + Fax. 630-553-7264 tte �u e-mail cliicirlerld;t'or'h1'rlle.il.irs July 8,2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate it if you would take the time to answer them and return it to me. I would be happy to share the results with you if have an Interest In them, City of Richmond,Indiana Cheryl Spence Municipality Name cspencePrichmondindiana.zov 765-983-7341 E-mail Telephone Please note that all these responses are based on our current ordinance in effect. As our ordinance is presently In the process of being revised,changes could result. What does your municipality charge for building permit fees for cell towers? Improvement Location Permit-$15.00 New Electrical Service—Minimum$50.00 or$2,00 per$1,000.00 of actual cost Change of Service or Wiring for Additional Circuits—Minimum$50.00 or$2.00 per$1,000.00 of actual cost *The fee for all Service installation Permits issued for electrical installations outside the Corporate Limits of the City of Richmond, Indiana, but within the service area of Richmond Power and Light shall be increased by an additional inspection fee of$20.00. PlanReviewfees? $0.00 Engineering/Site and Review fees? $0.00 Do you require a Bond? General Contractors are not required to be bonded,but Licensed Electricians are. Insurance? Not Required What requirements are there for routine lnspections7 Footer Inspections and Electrical Inspections are both required. Maintenance programs? None Permit renewal? If work lapses for 180 days, a new permit is required. However, once a project Is completed, no further permits are required. Other Fees or requirements? None I `,'10 crrm EMU. ' 436 United City of Yorkville o ��: Building Department 9 *yam° 800 Game Farm Rd. + Yorkville, TL 60560 + 630-553-8545 + Fax. 630-553-7264 July 8,2010 Planning Department: I am putting together a comparison of fees and requirements associated with cell towers within various communities. I have put together a list of questions and would greatly appreciate it if you would take the time to answer them and return it to me. I would be happy to share the results with you if have an interest in them. Municipality Name E-mail Telephone What does your municipality charge for building permit fees for cell towers? Plan Review fees? Engineering/Site and Review fees? M Do you require a Bond? Insurance? What requirements are there for routine inspections? Maintenance programs? Permit renewal? Other Fees or requirements? Thank you CITY 0E-.QH1CAG[3 -NT BUILDIM65- 71 Cell Tower r ocedure The Department of Buildings,- Bureau of Developer Services is now accepting cell towers/antennas for permit review and issuance. The Cell tower review will be a customized review of the normal Developer Services review. Reviews will be conducted by the Consultant Reviewers: • This is a voluntary program. You can still choose to submit your cell tower/antenna project under the normal process. • The cell tower/antennas will be reviewed by an outsourced Consultant Reviewer. • There will be a fee charged for the Consultant Reviewer building permit review, • We have identified 4 base variations of cell tower installations and have designated them prototypes. • Included herewith is a spreadsheet detailing the estimated costs of the 4 prototype antenna installations. The actual cost will be determined at the preliminary submittal of the drawings. The actual cost will vary slightly from the estimate depending on the type of work that is actually being performed. • The proposal is a not to exceed amount. The cost includes one complete review and two correction meetings (if needed). • At the end of the review process, all remaining funds will be returned to the customer or transferred to the next antenna project, at the customers request. • It is the responsibility of the Cell Tower Owner and his selected licensed design team to become familiar with the City of Chicago's Zoning Ordinance Section 17-9-0118, Wireless Communication Facilities and comply with all applicable zoning sections, Prototypes Listed herewith is a list of the prototype antennae installations: TYPE A- Existing building with existing cell phone equipment in place. Install new antennae on new equipment shelter and existing penthouse. All work performed on rooftop. TYPE B- New monopole cell tower with new equipment shelter, landscaping and fencing. All work performed at grade. TYPE C- New antennae installed on an existing monopole tower with new equipment shelter, landscaping and fencing. All work performed at grade. TYPE D- New monopole cell tower installed amongst existing buildings with new equipment shelter located on an adjacent building rooftop. C1Docwnents and Sett ingsldcap\DesktoplDEVELOPER FORMS_APPSNNew DS Forms%-1 Cell Tower Procedures 042406.doc Submittal Procedure Submit a request for appointment to Developer Services at the following. Blank Appointment request is included: E-mail address gpascazioCcDcityofchicago.org Fax (312) 744-1985. You will be contacted of the time and date for your submittal. Submittal Requirements Type A and C Projects ■ A check for 100% of the review and a signed contract. • Completed building permit application. • Completed electrical permit application. • Complete structural, architectural and electrical drawings. Other discipline drawings will be required on an as need basis. • Submit current Plat of Survey. • Structural calculations and details showing connections required for this project. • All drawings must be wet seal stamped by an Illinois licensed architect or structural engineer of record. • Submit copy of the letter addressed to the Alderman's Office along with proof of delivery announcing the project. Type B and D Projects • A check for 100% of the review and a signed contract. • Completed building permit application. • Completed electrical permit application. • Complete structural, architectural, electrical drawings along with a current Alta Survey bearing an original wet stamp seal of an Illinois structural engineer of record. If the antenna tower or monopole is located on a building, the drawings for the portion only may be stamped by an Illinois licensed architect. The drawings must reflect foundation (caisson) and superstructure (antenna). • A landscape drawing showing vegetation selections and fencing must be submitted with all new monopole projects. • Complete structural calculations for foundation and superstructure design. • Submit soil borings report. • Submit copy of the letter addressed to the Alderman's Office along with proof of delivery announcing the project. • Submit original House Certificate. CA1Documenis and Set6ngsldcap\Desk1op\DL-VEL0PER FORMS APPSINew DS Fonns\6-1 Cell Tower procedures 042406.doc CELL TOWER PROTOTYPE PROJECTS d CELL PHONE PROJECT TYPE REVIEW PRICE RANGE OPTIONS Permit Duration goal TYPE A: Existing building with $3,000.00 to $4,500.00. Code Not included are Plumbing, Mechanical, 30 Calendar Days existing cell phone equipment in review to include Architectural, Ventilation, Refrigeration, Fire place. Install new antennae on new Structural, Electrical and reviewer's Prevention, Civil and Office of equipment shelter and existing administrative Time. Underground Coordination Review. penthouse. All work on rooftop 6 TYPE B: New monopole cell $4,500.00 to $5,500 Code review to Not Included are Plumbing, Mechanical, 30 calendar days tower with new equipment shelter include Architectural, structural, Ventilation, and Fire Protection reviews. 45 C. D. with Deep Foundations m Civil landscaping and fencing at Electrical, Office of Underground A Landscaping review will be required r Coordination and reviewer's and will be handled by the Projects o grade Consultant Reviewer m Administrative Time administrative time administrator and the Owner. Refrigeration review will be performed ° on an as needed basis. 'a TYPE C: New antennae installed $3,000 to 6,000 Code review to Not Included are Plumbing, Mechanical, 30 Calendar Days include Architectural, Structural, Ventilation, Fire Protection and Office of on existing monopole tower with 'z Electrical, Civil and reviewer Underground Coordination reviews. new equipment shelter, landscaping administrative time. Refrigeration review will be performed a and fencing at grade on an as needed basis per project_ a TYPE D: New monopole cell $10,500 to $11,000 Code review to Plumbing, mechanical, Ventilation, 30 Calendar Days tower installed amongst existing include Architectural, Fire Refrigeration and MOPD reviews will be 45 C.D. with Deep Foundations buildings with new equipment Prevention, Structural, Electrical, performed one project to project basis Office of Underground Coordination, and as required. A Landscaping review roshelter located on adjacent building Civil and reviewers administrative will be required and will be handled by rooftop o time the Projects Administrator. g Cell Tower reviews will be assigned to one of the four following Architecture/Engineering firm on a rotating basis: Teng Associates; Shah Engineering; D. B. Sterlin; V3 Companies. 0 Price ranges are an estimate only. The selected consultant will be given the opportunity to review the drawings prior to the start of the code review to verify that the drawings are within the scope of the estimated range. The Consultant will be given an opportunity to review the project and determine whether additional discipline reviews, or other unforeseen circumstances will cause a revision to the cost proposal_ Please note that at the time of submittal a copy of the letter to the Alderman's Office along with proof of delivery must be part of the submittal package. The cell Phone Companies will be responsible for assuring DOB that no free standing facility is located within 1320 feet of any freestanding facility districts other than M and T. CITY OF-CHICAGO T T OF' TBUi LDINGS'' 01E PARTMEN' -Developer Services Appointment Request Project No.: Date Received: Appt.Time: Date Called: Project Address: Submitted By: Ca acit : Name of Finn: Hansen Code: Contact Person: Hansen Code: Address: City: State: Zip Code: Phone: x Fax: Mobile: Email Add: Owner: Name of Firm: Hansen Code: Contact Person: Hansen Code: Address: City: State Zip Code: Phone: x Fax: Mobile: Email Add: Architect: Name of Firm: Hansen Code Contact Person: Hansen Code Lic.No, Address: City: State: Zip Code: Phone: x Fax: Mobile: Email Add: Other Party: Capacity: Name of Firm: Hansen Code: Contact Person: Hansen Code: Address City State Zip Code Phone: x Fax Mobile: Email Add: Scope of work: F- Landmarks f Round Table Review r' Planned Development r- LEED Certified r Cell Tower Antennae r Deep Foundations PA: Consultant Reviewer: Contact: Consult Rev.Called: Tele.No.: r Consultant To Attend r Consultant Not To Attend F Deep Foundation Engineer To Attend KA1Developer Services%General Flle%Cell Tower Procedures.doc Ver.09-02-05 CA1Docwnents and Settingsldcap%DesktoplDEVELOPER FORMS_APPS\New DS Fonnsl6-1 CeD Tower Procedures 042406.doc Special consideration for Building and Zoning permit Information applications for Cellular Telecommunications facility: Perm � a CCU TOWI M Per Section 37-4.24 of the DuPage County Zoning Ordinance the DuPage County Regulatory Services Division DUPAGE COUNTY shall complete the review of any Build- ing Permit application for a Cellular Regulatory Services Division Communications Facility within thirty (30) days of receipt of a completed Building Permit application from the telecommunications carrier Al Per Section 37-4.24 of the DuPage'}:`` County Zoning Ordinance the DuPage County Board shall act on any varia- tion request from the requirements of the DuPage County Zoning Ordinance ' s within seventy-five (75) days from the submittal of a completed Zoning 0 Board of Appeals application from the MPAGECOUNTYI / telecommunications carrier n Development&Planning 421 N County Farm Road ' All contractors working in ' Fax:630-407-6702E-mail: the unincorporated areas of RegServicesCdupageco.org DuPage County are re- .'♦ ,► quired to be registered with ®♦%��♦ ` the County Cell and Antenna Towers Requirements for submitting an To pick-up: • The maximum height of a tower in a resi- application for new cellular tower or • Check, Cash or Credit Card for permit fee dential district is seventy-five(75) ft co-locating on an existing tower • The facility area housing the tower and • A fully refundable cash bond per the adopted any appurtenances, (fencing,parking area, Building Requirements Schedule of Fees cabinets,sheds,etc.)must be at least fif- To apply: • Township/County Hwy Entrance Permit teen(15) ft from the front property line and ten(10) ft from any side or rear prop- • A non-refundable application fee is required • Contractors registered ezty line at the time of submittal(credited toward final permit fees at time of issuance) Additional items may be required Towers in a non-residential zoning district require no minimum lot area • A completed application (property owner's signature will be required on the application v The maximum height of a tower in a non- 1 or an authorization form signed and nota- residential district is two hundred(200)ft rized by the owner will be required at the • The facility area housing the tower and time of permit issuance) any appurtenances(tower,fencing,par[c- • Two (2)copies of plans stamped and signed ing area,cabinets,sheds, etc.)must be at For property in a Bank Trust: A Trust Disclosure form least fifteen(15)ft from the front property by a Professional Engineer or IL Architect completed by the bank will be required at the time of line and ten(10)It from any side or rear permit submittal • Two (2)copies of structural calculations property line stamped by an IL Architect Or Structural Applications, Owner Authorization &Trust Disclosure Engineer forms can be downloaded from our web site Additional information can be found in Appendix A of the DttPage County Zoning • Two(2)copies of cut sheets on the antenna Zoning Requirements Ordinance if they are not already included Cellular Communications Towers which are li- DLTAGF,COLTINM' • Six(6)copies of a site plan or survey with censed under the Illinois Messages Tax Act are --r----- �l7t�partmertt o crynomt� cabinets drawn to scale in the exact location, considered pubic utilities and are permitted by Development&Planning if adding new cabinets. Site plans require a right in all zoning districts and must meet the 421 N County Farm Road land surveyor seal and signature visible with following requirements: a legal description of the property 3i,_,(07-1=7k1G Towers In a residential district should be located on Fax:630-407-6702E-mail: property that is at least two(2) acres in size RegServices @dupageco.org Web site: www.dupageco.orgledp TOWER & BUILDING VALUE AND PERMIT FEES FOR NEW CONSTRUCTION OR CO-LOCATION AND LAND USE PERMITS The following is a generalized summary of fees that MAY be required for a given project to assist applicants who are researching development costs associated with Snohomish County's permits for new construction, co-location or landuse permits. It is impossible to quote exact permitting costs until a building permit application is submitted for our review (all fees may not be applicable to your project). BUILDING PLAN CHECK AND PERMIT FEES PLAN CHECK FEES Plan Check Fees equal 85% of the Permit Fee. First, a building valuation must be determined for EACH building/structure in the project. See "Permit Fees" below to calculate the permit fees. Values • New towers are valued at $ 1 ,000 per lineal foot of tower height. • Co-location of antenna on existing cell tower is $5000 per antenna. • Co-location of anterma on existing structure (water tank etc.) is $5000 per antenna. • Equipment Building (not cabinets) approximately I V x 20' pre-fabricated is $50,000. The following example is for a 120 foot tall tower with an 11 x 20 pre-fabricated equipment building. Example: Building Example: Tower Building valuation = $50,000.00 Tower valuation = $ 120,000.00 First $25,000.00 = $391 .25 First $ 100,000.00 = $993 .75 $25,000.00 remaining. $20,000.00 remaining. $10. 10 for each additional $ 1 ,000 $5 .60 for each additional $ 1 ,000 25x $ 1 . 10 = $252.50 20 x $5.60 = $112.00 $252.50 + $391 .25 = $643 .75 $ 112.00 + $993.75 = $ 1 , 105.75 85% of $643 .75 = $547. 19 85% of $ 1 , 105 .75 = $939.89 Total Plan check amount due at submittal is $547. 19 + $939.89 = $ 1 ,487.08 SUPPLEMENTAL FEES A Supplemental Plan Review Fee is charged PER PROJECT (not per building) if the buildings in the project have either an A, I , R- 1 , E, H , F, LC, M, S , B or U-2 occupancy classification per the Uniform Building Code. The supplemental plan review fee is $640 .00 or, if the application has a previously approved commercial permit site plan , conditional use permit site plan, official or binding site plan, then the fee will be $500.00. Plan check fees are due at application submittal . STRUCTURAL PERMIT FEES A building/structure valuation must be determined for EACH BUILDING/STRUCTURE in the project. IMPORTANT - The chart below refers to "or fraction thereof." All fractions are ROUNDED UP to the next whole number. 2004 Wireless Fees.doc Revised 10/26/04 Follow the example to calculate your permit fee but DO NOT add the Supplemental fee, instead, add a $250.00 base fee and a $4.50 State surcharge per building/structure. Permit fees are not collected until the permits are issued. Building Valuation Permit Fee $ 1 .00 to $500.00 $23 .50 $501 .00 to $2,000 $23 .50 for the first $500.00 plus $3 .05 for each additional $ 100.00 or fraction thereof, to and including $2,000. $2,001 to $25,000 $69.25 for the first $2,000 plus $ 14.00 for each additional $ 1 ,000 or fraction thereof, to and including $25,000. $25,001 to $50,000 $391 .25 for the first $25,000 plus $ 10. 10 for each additional $ 1 ,000 or fraction thereof to and including $50,000. $50,001 to $ 100,000 $643 .75 for the first $50,000 plus $7.00 for each additional $ 1 ,000 or fraction thereof, to and including $ 100,000. $ 100,001 to $500,000 $993 .75 for the first $ 100,000 plus $5.60 for each additional $ 1 ,000 m fraction thereof, to and including $500,000. $500,001 to $15000,000 $3,233 .75 for the first $500,000 plus $4.75 for each additional $1 ,000 or fraction thereof, to and including $1 ,000,000 $ 1 ,000,001 and up $5,608.75 for the first $1 ,000,000 plus $3 .65 for each additional $ 1 ,000 or fraction thereof. CRITICAL AREA REVIEW FEES A fee of $250.00 for commercial structures which are 8,000 square feet or less is assessed where there are critical areas on site as defined by UDC Sec. 30.62. GRADING PERMIT FEES Yardage Fee: $0.33 per yard. Multiply the larger amount of either excavation or fill (in cubic yards) by $0.33 . Base Fee: $200.00 Site Fee: $ 100.00 TARGETED DRAINAGE PLAN Plan Check Fee = $ 125.00 Inspection Fee — $ 125.00 Base Fee = $250.00 due prior to issuance Due at submittal = $375.00 DETAILED DRAINAGE PLAN REVIEW FEES Multiply the total square footage of the proposed impervious area times $.023 . Add a $250.00 base fee. The inspection fee, due at submittal, will equal the plan check fee. 2004 Wireless Fees.doc Revised 10/26/04 WAIVER FROM A DETAILED DRAINAGE PLAN For projects that create or disturb more than 5,000 square feet of impervious surface and are of a minor nature, a waiver from the requirements of a detailed drainage plan may be applied for per UDC Sec. 30.63A .250. The fee for the waiver is $200.00. A Targeted Drainage Plan and all TDP fees are still required . Drainage note: Impervious surface is considered to be all new graveled area including all new access driveways and all graveled area within the fenced area. LAND USE PERMIT FEES Conditional Use Permit $25750.00 CU/SU Major Modification $15040.00 CU/SU Minor Modification $ 260.00 Special Use Permit $ 1 ,000.00 Plus $ 50.00 per acre SEPA See SEPA fee schedule Variance $ 15000.00 Targeted Drainage Plan Plan Check Fee = $ 125.00 Base Fee = $250.00 Total Due at submittal $ 375.00 Note: If the CUP is applied for concurrently with the building permit only one TDP fee will be charged. 2004 Wireless Fees.doc Revised 10/26/04