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Home My WebLink About20032556.tiff RESOLUTION RE: APPROVE AGREEMENT CONCERNING EARLY RELEASE AND ISSUANCE OF BUILDING PERMIT FOR A NEW 753 FOOT RADIO/TELEVISION TOWER FOR AMENDED USE BY SPECIAL REVIEW PERMIT#1047 - REGENT BROADCASTING OF FORT COLLINS, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, Amended Use by Special Review Permit#1047 was approved by the Board of County Commissioners by Resolution on February 28, 1995, and WHEREAS, Condition of Approval #2 of Amended Use by Special Review Permit#1047 requires that until the plat is ready to be recorded, no building or electrical permits shall be issued on the property; however, the applicant has presented for approval an agreement concerning the early release and issuance of a building permit for construction of a 753 foot radio/television tower, to replace one of two existing towers, and WHEREAS, the Board is satisfied that the applicant has provided adequate proof and justification for the early release and issuance of a building permit for the new tower before it can be considered by the County under a new Use By Special Review application. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Board hereby authorizes the early release and issuance of a building permit for Amended Use by Special Review Permit#1047 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 3rd day of September, A.D., 2003. B RD OF COUNTY COMMISSIONERS W COUNTY, COLORADO `� ]� ♦ vid E. Lon , Chair - lerk to the Board 1861 (' �� ,�_.�7♦� / / Roe D. M den, Pro-Te '.a:•LL��:. �i i' ,� Tom, �� ' . . . •irk o the =oard M. J. G ile APP AS O `/y �.� William. Jere' MIAunty Attorney Glenn Vaad Date of signature: 9`9-03 2003-2556 PL0959 (le : ?ccaut Or, // AGREEMENT THIS AGREEMENT ("Agreement") is made and entered into this day of September, 2003, by and through the County of Weld, State of Colorado, acting through its Board of County Commissioners ("County") and Regent Broadcasting of Fort Collins, Inc. ("Regent"). WITNESSETH WHEREAS, Regent, by letter dated August 13, 2003 ("Letter") applied for and requested the early release and issuance of a building permit for a new 753 foot radio/television tower ("New Tower"); and WHEREAS, the New Tower is to be located upon a parcel of land located in the Southeast One Quarter(SE%)of Section Nineteen (19), Township Eight(8) North, Range Sixty-six (66) West, Weld County, Colorado ("Property"); and WHEREAS, said Property is the current site of two existing radio and television towers permitted under Conditional Use Permit No. 9 and Amended USR 1047; and WHEREAS, the New Tower will be a replacement for one of the existing towers located on the Property; and WHEREAS, Regent, in the materials submitted to Weld County under the Letter, has provided adequate proof and justification for the early release and issuance of a building permit for the New Tower before the New Tower can be considered by County under a new Use by Special Review application ("New USR"); NOW, THEREFORE, in consideration of the foregoing and the acceptance and approval of the following conditions, County and Regent agree as follows: 1. The above recitals are incorporated herein by reference. 2. Regent shall submit to County a final and complete New USR application, such application to be filed not later than September 29, 2003. 3. Regent shall provide to Weld County a performance guarantee cash deposit in the amount of One Hundred Five Thousand Six Hundred Dollars ($105,600.00) ("Guarantee Deposit"). 4. Said Guarantee Deposit shall be held by County pending final resolution and determination of the New USR application. F:UCFL\REGENT COMMUNICATIONS\PERFORMANCE GUARANTEE.wpd 2003 2556 pto ,s9 5. If the New USR is approved by County, the Guarantee Deposit shall be returned by County to Regent within ten (10) days of the recording of the USR plat in accordance with County procedures and requirements. 6. In the event the New USR is not approved, Regent shall have six(6) months after final action to dismantle the New Tower and return the Property to its existing condition. 7. In the event Regent has not dismantled the New Tower and returned the Property to its existing condition within said six(6)month period, County then has the right to dismantle the New Tower and restore the Property to its existing condition with all appropriate and reasonable costs and expenses thereof to be paid by Regent. County shall have the right to use the Guarantee Deposit for such dismantling and restoration and return excess funds, if any, to Regent. In the event the funds are not adequate for the dismantling and restoration ("Deficiency"), Regent shall remain responsible for payment to County of the additional costs as well as any other reasonable expenses and costs including attorney fees incurred by County to collect any such Deficiency. 8. Regent understands and accepts all risks associated with construction of the New Tower as there is no implied or express covenant, warranty or guarantee that the New USR will be approved by County. 9. Upon payment of the Guarantee Deposit by Regent, the early issuance and release of the requested building permit is authorized without prejudice to the rights of County. 10. The Agreement shall be binding upon the parties and their successors and assigns. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the day and year first above written. BOARD OF COUNTY COMMISSIONS, WELD COUNTY, COLORADO F:\XFL\REGENT COMMUNICATIONS\PERFORMANCE GUARANTEE.wpd ATTEST: L41%iv �, ( F , gerk'to and NA. c N t ® ., Rp D AS TO FORM: By: Coun ttor REGENT BROADCASTING OF FORT COLLINS, INC. '---------__J_ By: / Davi J. mund, Vice-President F:UffL\REGENT COMMUNICATIONS\PERFORMANCE GUARANTEE.wpd a CLERK TO THE BOARD PHONE (970) 336-7215, EXT.4218 FAX: (970)352-0242 1p P.O. BOX 758 GREELEY, COLORADO 80632 C. COLORADO STATE OF COLORADO) ss COUNTY OF WELD ) I, Donald D. Warden, Clerk to the Board of County Commissioners, in and for the County of Weld, State of Colorado, do hereby certify that the attached is the original and complete record of the proceedings relating to Resolution #2003-2556, dated September 3, 2003, and signed September 9, 2003. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County at Greeley, Colorado, this 17th day of October, 2003. //�� / siosaftwilir CLERK TO THE BOARD t%fil `i�. tAgt Natis at BY. DEPUTY LC ERIK TO THE-BOAR 10 BEFORE THE BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO EXCERPT OF REGULAR MEETING OF THE BOARD OF COUNTY COMMISSIONERS CONDUCTED SEPTEMBER 3, 2003 RE: AGREEMENT FOR EARLY RELEASE AND ISSUANCE OF BUILDING PERMIT FOR RADIO/TELEVISION TOWER-REGENT BROADCASTING OF FORT COLLINS, INC. APPEARANC ES WELD COUNTY COMMISSIONERS: DAVID E. LONG, CHAIR ROBERT D. MASDEN, PRO-TEM M. J. GEILE, COMMISSIONER WILLIAM H. JERKE, COMMISSIONER GLENN VAAD, COMMISSIONER OTHER COUNTY STAFF: LEE MORRISON, ASSISTANT COUNTY ATTORNEY DONALD D. WARDEN, DIRECTOR OF FINANCE AND ADMINISTRATION CAROL A. HARDING, ACTING CLERK TO THE BOARD 11 I PROCEEDINGS 2 CHAIR LONG: Number 11 is Agreement for Early Release and Issuance of 3 Building Permit for Radio/Television Tower - Regent Broadcasting of Fort Collins, Inc. Good 4 morning, counsel. 5 LEE MORRISON: Good morning. Lee Morrison,Assistant County Attorney. 6 What you have in front of you is a formalized agreement similar to arrangements that sometimes 7 are made for Special Use Permits, where the applicant is agreeing to assume the risk that the 8 agreement will not be approved in exchange for the opportunity to get started to meet construction 9 schedules. The difference in this formal agreement is they have agreed to provide a cash deposit, 10 to be held in escrow,during the process of considering the Special Use Permit. They state in the 11 agreement, and in other correspondence they understand there is no guarantee of approval,that 12 they are going forward with the Building Permit at their risk,that this money will be made available 13 to dismantle the radio tower if your Board does not ultimately approve the Special Use Permit,and 14 that they are obligated, should the cost exceed the estimates they have at this point, which is the 15 basis for the amount of cash deposit. So, essentially, you are doing two things: One is agreeing 16 to set up this escrow arrangement and, by doing that, release, authorize the release of Building 17 Permits. 18 CHAIR LONG: Thank you,Lee. Can you tell us where this is located? I have 19 a legal description, 20 MR. MORRISON: It's on the same site as some of their existing towers, in 21 fact. So they are replacing one of their Special Use Permits and then,and,a h, I can't tell you exactly 22 where it is. There's a legal description in the agreement. 1 12 1 COMMISSIONER GEILE: If I may, Mr.Chairman. Lee,one more time,the, 2 ah,the guarantee mechanism that we're using performance guarantee cash deposit in the amount 3 of $105,800, ah, six hundred dollars. Would you explain that instrument again? 4 MR. MORRISON: Yes. We get cash 5 COMMISSIONER GEILE: That's what I thought. So they are actually giving 6 us cash to hold in escrow 7 MR. MORRISON: Before the Building Permit is released they will do that, 8 yes. 9 COMMISSIONER GEILE: I guess my question is how do we hold$105,000 10 in escrow? 11 MR. MORRISON: We have a special fund for that. 12 COMMISSIONER GEILE: Do we? Okay. 13 DON WARDEN: Clerk to the Board maintains it. It's for all the collateral we 14 have. 15 COMMISSIONER GEILE: It's more or less, okay. 2 13 1 MR. MORRISON: State law requires those kinds of funds to be segregated. 2 There has been,they have been,ah,segregated accounts for a number of years. And,you know, 3 this won't be the first time we've handled a cash escrow. It's larger than most, but we're set up to 4 do that already. 5 CHAIR LONG: Any further questions? Seeing none, is there a motion? 6 COMMISSIONER JERKE: Move to approve the Resolution. 7 COMMISSIONER VAAD: Second. 8 CHAIR LONG: It's been moved by Commissioner Jerke, seconded by 9 Commissioner Vaad to approve the Agreement for Early Release and Issuance of Building Permits 10 for Radio Television Tower, Regency Broadcasting of Fort Collins, Inc. Any further discussion? 11 Seeing none, all those in favor say "Aye. 12 COMMISSIONERS MASDEN, GEILE, JERKE, AND VAAD: Aye. 13 CHAIR LONG: Opposed, same sign. (small pause) The motion carries 14 unanimously. Thank you. 3 14 1 CERTIFICATE 2 I, CAROL A. HARDING, Deputy Clerk to the Board of County 3 Commissioners and a Notary Public of the State of Colorado,appointed and commissioned 4 by the Secretary of State, do hereby certify that the foregoing excerpt of the Weld County 5 Board of County Commissioners regular meeting was transcribed from the taped recording 6 which was recorded at the Weld County Centennial Center, 915 101h Street, Greeley, 7 Colorado, by Carol Harding, Deputy Clerk to the Board;and that the foregoing is an accurate 8 transcript of the proceedings at that time. 9 I further certify that I am not related to any party herein or their counsel,and 10 that I am employed as Office Manager Coordinator in the office of the Weld County Clerk to the 11 Board. 12 yy IN WITNESS WHEREOF, I have hereunto set my hand and affixed my 13 Notarial ''1'fl�is.4 tf9d9` f October, 2003. 14 ' CAROL A. � a _ ' 15 HARDING CAROL A. HARD 16 9 O Deputy Clerk to the Board and Notary Public �OF COO) 17 Illy Commission Expires June 8,2006 18 My Commission Expires June 8, 2006 4 15 03-CV-1390 THE FOLLOWING PAGES ARE FROM BCN - 030382 REGENT BROADCASTING OF FORT COLLINS, INC . r CONDITIONS Permit BCN-030382 Status APPROVED Conditions Cond: BI-001 Approved drawings shall be at job site and available for the inspector's review. Approved plans and specifications shall not be changed,modified or altered without prior authorization from the building official. Cond: BI-002 Building permit card and address shall be posted at the job site. Building permit card shall be protected from the weather. Cond: BI-004 Engineered foundation. Install to engineered design. Open hole inspection required by an engineer or architect licensed by the State of Colorado. Present letter to Department prior to backfilling around foundation. Cond: BI-019 Building permit is required to have final approval. Cond: CON0020918 Call for electrical grounding inspection before covering. Cond: CON0020919 *Provide special inspections according to Section 1701.5 for structrual welding of flange connections. Cond: CON0020920 Provide special inspections according to Section 1701.5 for High strength bolting of A 325 bolts. Cond: CON0020921 Provide toilet facilities for workers within 200 feet of structure. Form:PERMCOND FrJrr na l INSTALLATIONS, INC. 7777 Gardner Road•Chandler,Indiana 47610• (812)925-6000•Fax: (812)925-4030• Home Page: www.ERlinc.com DESIGN VELD COUNTY BUiLIANG DEPARTMENT APPROVED PLANS SUMMARY SIGNATURE DATE for 747 ' GUYED TOWER located in REG/' ‘` �"t R.JO• ;14 WINDSOR, CO • aa��•;y�,SN�a�i WELD COUNTY PROJECT #: 0100-01185A-CO AUGUST, 2003 This document/drawing contains information considered confidential by Electronics Research,Inc.("ERI"). This information is disclosed on a confidential basis and only authorized for use in the installation,operation and maintenance of ERI tower and antenna equipment, as appropriate. Reproduction, transmission or disclosure to others,or unauthorized use,without the express written consent of ERI,is strictly prohibited. UNAUTHORIZED DUPLICATION, REPRODUCTION, OR DISCLOSURE OF THIS INFORMATION IS A VIOLATION OF FEDERAL LAW.COPYRIGHT 2003 ERI,7777 Gardner Road,Chandler,Indiana 47610-9637 FAX 812-925-4026 55 *�L $ EXHIBIT "E" - I943943- F99P •l . 74706 1 18425.x011(-20) W 74 -, e 72].0 T C E 6 4 s^ins_ 707.0 CC 5 -r5if Z5 =m° BB]0 - A\S ry— 4 • m . 66101.; 6410 r. 621.01--( b 1 a d — 601.0 'IS R.385.000 ft(-4 R•3a5.000,I(-7) 2 S. R.525.000 ft(4 8425.000 n(.10) — 2 se1.91: PLAN m — 561.01 0 2 y T — — 54101$ P N arc DESIGNED APPURTENANCE LOADING _ 62101 �� •o TYPE ELEVATION TYPE I ELEVATION C - MW 9eocon Level _ 501.0 a 0el¢X-SAC- 74] 250 C i S. 742-672 6'Grid 250 Ai SHP%-BAD-8e0amee C i — a 481.0 r SHP%.4AE-8adomea 650620 Standard 2Weyw/Mount .200 • ° C 0 • Shively 8 bay Radones(6813) 595-521 Standard 2Way M Mount 180 _ 461.01:x, Mid Beacon Level 500 4'Grid 125 Ice Shield 470 Yap(Decibel ASPe16) .90 c. . 441.0 . '0d t Ar Face 457 Ice Shield 85 r r 0 9 QVs,c@ SHP%-2AE-8adom 4 es 450-440Grid 9C _ 421.0 `.. Shively 4 bey Redcmes(6813) 411.381 Ice Shield 30 '�4'j4, SHP%-AAE-Radomes 350-320 3'Solid Dish 25 ; .4 _ 401.0 -. 4 4 ke Shield 260 3'Solid Dish 25 R R z _ 3810 ' SYMBOL LIST - MARK SIZE MARK SIZE 7 7 _ — 361.0 A 5831'4 E N.A A. o y 6 SR 7/8 a 7 0 2.83333 N _ _ J41.0i �qs C SR/1/8 G 5 0 198333 2 N S — 2 ' A`D 0 SR 1 114 H— °— 32,o 4 MATERIAL STRENGTH y 301.0 ..: 1>SO4, GRADE YIELD GRADE I YIELD n 4 A572-50 50esi 2 281.0 \ \ \ 2810 TOWER DESIGN NOTES — 1. Tower designed for a 85 mph basic wind in accordance with the TIA/EIA-222-F >! ° — 241.0 \Standard. \ \ \ — .1.4 2. Tower is also designed for a 74 mph basic wind with 0.50 in ice. '� o at° „_ F'ys4 3. Deflections are based upon a 50 mph wind.\ . — — 5r4,9 4. Weld together tower sections have flange connections. 2010 ` S°9y � 5. Connections use galvanized A325 bolts,nuts and locking yrA'i 6. devices.Installation per TINEIA-222 and AISC Specifications. - 181.0 7. Tower members are'hot dipped'galvanized In accordance c 'fa — 8. with ASTM A123 and ASTM A153 Standards. m in <4 — 161.01:. 9. Welds are fabricated with ER-70S-6 electrodes. z 1 4) - 141.0 _ c I — — — 121.0 63 ast m o ,7, 101.0 638 1 — — ,, 4 .101, ei _ 81.0 5 T — 61cc 41.0 _ _ o „ 68K 81N 21.0 } 2 110 = I Ewow a : 1.041 /2K 861-.74<l°11. 8.525.00041--..-1 �r 391 K(Aral) {1-085.x0 11_....1 2kpn(Torque)641°5 Liliggil 53 Pi2PNLOt a.a Electronics Research, Inc.1a0 0100-01185A-CO 7777 Gardner Road 14°Si Windsor,CO weld County A� Chandler,IN 47610.9637 Cain Regent Dr.xnbr.Shelby HoflmarAm0'd' essabfIMM 1945 Phone:(812)925-6000 code:TINEIA-222-F Des:08/01/03 Siva NTS FAX:(812)925.4030 Pen a.m_rK°epy,..ae_l)(♦_91-'^.u._.. Jf"9 D°E-1 ) ) ► • i ERI ELECTRONICS RESEARCH, INC. 7777 Gardner Rd. ' Chandler, IN 47610' (812)925-6000 * FAX (812) 925-4030'www.ERlinc.com I This document is the work product of Electronics Research, Inc. (ERI)and is disclosed on a confidential basis and only authorized for use in the review of the geotechnical data and foundation design. Reproduction, transmission i or disclosure to others, or unauthorized use, without the express written consent of ERI is prohibited and a violation of Federal Law. Copyright 2003 ERI, 7777 Gardner Rd., Chandler, IN 47610. For Permit Only-Typical Rebar Layout Shown for Clarity Project = B 6" TYP. — �{ I REBAR EVENLY SPACED — I I I 1 I I i I I I I i I I I I \\.I I I I ; L__L-- _I L_I I / I i , \Nr---A--F---( REBAR I I cm B a ° El- En I L I J --�-T- M ;/ \\\ • ce / \\ Reber Loops La ce REBAR SUMMARY: Asa = 11.52 in2-Total Area of Steel Required for the Pier Mat Rebar: (Use the Rebar Size that • As12 =9.14 in2-Total Area of Steel Required for the Pad works best with 12"spacing in One Direction; One Layer center to center.) Pier(Vertical)Rebar: Rebar Ties for Pier: Size#of Mat Rebar: MR =9 Size# of Pier Rebar: pR =9 Size# of Ties: PTIes =4 Total Number of Ties: NT;ee= 12 , Number of Bars: (one Direction,One Layer) NMR= 13 Total Number of Bars:NPR= 16 Number of Loops: N1 5= 0 (per level-with 12" Rebar Spacing: RSP= 12 between levels) (inches) (#4 with #7 bars and less #5 with#8 bars and greater) Electrical Resistance: Recommended maximum electrical resistance of external grounding system to prevent structural damage to foundation resulting from high fault currents: R =9.62 O • 8/1/2003-7:35 AM 0100-01185A-COsqu. pier-pad-permit ERI ELECTRONICS RESEARCH, INC. 7777 Gardner Rd. Chandler, IN 47610 (812)925-6000 ' FAX (812)925-4030 www.ERlinc.com This document is the work product of Electronics Research, Inc. (ERI)and is disclosed on a confidential basis and only authorized for use in the review of the geotechnical data and foundation design. Reproduction, transmission or disclosure to others, or unauthorized use, without the express written consent of ERI is prohibited and a violation of . Federal Law. Copyright 2003 ERI, 7777 Gardner Rd., Chandler, IN 47610. For Permit Only Location = "Windsor,CO" Prujcci = I ADDITIONAL NOTES: Structure = "700'-48" Face GT" I 1. Soil design parameters were based upon EIA Normal Soil values: Unit Weight of Soil: 100 pcf Weight of Concrete: 150 pcf Internal Angle of Friction 30° Cohesion 0 psf Allowable Bearing Capacity 4000 psf with a load Eccentricity of 6 inches Allowable Fluid Pressure 400 pcf/f Friction Angel of block to Soil (g) 0° I Soil Electrical Resistivity(p,) 20,000 ohm-cm I 2. Unless an Equivalent fluid pressure was given, horizontal forces were developed by Rankine lateral earth pressure equations with factor of safety=2 3. All excavations should be sloped and/or braced as required by the most current OSHA 29 CFR Part 1925 Subpart P p regulations to provide stability and safe working conditions. p 4. Backfill above and around the foundation should be consistent with the soil removed, placed in thin, loose 6" lifts and compacted to a minimum of 90%of the material's standard Proctor maximum dry density (ASTM D698-91).. 5. A minimum of three pictures the base foundation shall be provided to ERI by the installer. These pictures shall portray; ' 1)the excavated hole with a size reference, 2)the excavated hole with the re-bar placement, 3) the excavated hole after the concrete pour with a size reference. 6. After excavation and rebar placement but prior to placement of the concrete the owner should be notified and advised to have a representative form the firm which provided the soil design parameters to inspect, if desired, the exposed subgrades to verify the suitability of the materials in accordance with the recommendations contained with in their report. 7. Electrically connect the anchor bolts to the pier reinforcing bars in at least six(6) locations. The use of re-bar tie wire and horizontal re-bar members to connect the anchor bolts to the pier re-bar is sufficient. ' 8. The tower base external grounding system should have a maximum electrical resistance of 10 ohms or less as 1 measured to remote ground inorder to prevent structural damage to the concrete resulting from the passage of high fault currents.The ground resistivity is estimated to be; ps=20000 ohm-cm. t 9. Exposed underground structural steel should be protected from chemical and galvanic corrosion by suitable sealant ' and/or anode grounding system if soil resistivity is below 7500 ohm-cm. 10. Concrete to be sampled and tested in accordance with the current edition of ACI 301. Testing to be performed by an independant testing laboratory and reports provided to ERI. A minimum of three(3)test cylinders are required per batch. During placement of concrete, mechanical vibration is required for proper compaction. 8/1/2003-7:35 AM 0100-01185A-COsqu. pier-pad-permit 1 ' 1 1 ERI ELECTRONICS RESEARCH, INC. 7777 Gardner Rd.'Chandler.IN 47610'(812)925-6000'FAX(812)925.4030'www.ERlinc.com This document is the work product of Electronics Research,Inc.(ERI)and is disclosed on a confidential basis and only authorized for use in the review of I the geotechnical data and foundation design.Reproduction.transmission or disclosure to others,or unauthorized use,without the express written consent of ERI is prohibited and a violation of Federal Law. I Copyright 2003 ERI,7777 Gardner Rd.,Chandler,IN 47610. I FOR PERMIT ONLY-TYPICAL REBAR LAYOUT SHOWN FOR CLARITY Anchor= "Inner(385')" I Project = r Location = "Windsor,CO" I w I 6" 1-0' TYP. r • -1 r 1 r � r r r verarste I i i i i I Fc=4000 psi l I T I I Fy= 60,000 psi I I I 1 I NCH0R ROD f4 r___1 1 i i i I /.____ rI apacity: 20kip i I I 1 \ I L I a I I I I II I I to I I 1 I 1 I 1 I • I I DIMENSIONS OF BLOCK FOUNDATION: Width of the Foundation Block: w=6 feet I Length of the Foundation Block: L= 12 feet 1 Midpoint of Foundation Block: L =6 feet I 2 I Thickness of Foundation Block: t=3 feet 1 - 8/1/2003-7:42 AM 0100-01185A-CO inner anchor-permit 1 ' ERI ELECTRONICS RESEARCH, INC. 7777 Gardner Rd.'Chandler,IN 47610 (812)925.6000'FAX(812)925-4030'www.ERlinc.com I This document is the work product of Electronics Research.Inc.(ERI)and is disclosed on a confidential basis and only authorized for use in the review of the geotechnical data and foundation design.Reproduction,transmission or disclosure to others,or unauthorized use,without the express written consent of ERI is prohibited and a violation of Federal Law. Copyright 2003 ERI,7777 Gardner Rd.,Chandler,IN 47610. FOR PERMIT ONLY-TYPICAL REBAR LAYOUT SHOWN FOR CLARITY I'n'ject = Anchor = "Inner(385')" Work Point Location = "Windsor,CO" Ground Level ''I°II°II°liu Il.�.l.irilr�it°IInI1 u.l.i.11n,l-ll�ill it II.i,1.ii I 11=II-11=II-1=II-11=11=11-11=1=.�=11=11=11=1=11• 'il�ll-11-li-I=II-II-II-11-1- .I-II-II-II'11=1' Ii=11=11�1�11=11=11=II=11==II-11=11-11= —11=11=1=11=11=11=11— _-11=11=11=11-' 1=11=11-p- -i� Uplift Load (kips) Applied Load (kips) UP =75 AL= 121 /N./ Horizontal Load (kips) > Fh =95 to ■ Reber Cage Tie REBAR SUMMARY: DIMENSIONS OF BLOCK FOUNDATION: Total area of longitudinal Thickness of Foundation Block: t=3 feet steel in top of block: Arebant=3 in2 Total area of longitudinal Volume of the Foundation Block: V= 8 yd3 steel in front face of block: Arebadt= 1.7 in2 Depth to the Bottom of the Block: Sdo=9.5 feet Size of Rebar Amount of Used Rebar Needed Area of the Tail Piece Required: Aw =57.6 in2 Top TR =9 NTR=5 Guy Resultant Angle: B =38 degrees Bottom BR=9 NBR=3 Front Face FfR =9, NFr=2 Rear Face RfR=9 Nw=2 Reber Ties Tie=5 = 12 Y1/2003-7:42 AM 0100-01185A-CO inner anchor-permit a'• - ERI ELECTRONICS RESEARCH, INC. • 7777 Gardner Rd.'Chandler,IN 47610'(812)925-6000'FAX(812)925-4030'www.ERlinc.com This document is the work product of Electronics Research.Inc.(ERI)and is disclosed on a confidential basis and only authorized for use in the review of the geolechnical data and foundation design.Reproduction,transmission or disclosure to others,or unauthorized use,without the express written consent of ERI is prohibited and a violation of Federal Law. Copyright 2003 ERI,7777 Gardner Rd.,Chandler,IN 47610. ▪ FOR PERMIT ONLY Project =• Location = "Windsor,CO" • Anchor= "Inner(385')" ID ADDITIONAL NOTES: 1. Soil design parameters were based upon EIA Normal Soil values: II Unit Weight of Soil _ 100 pcf Unit Weight of Concrete 150 pcf Internal Angle of Friction 30° Cohesion 0 psf 8 - Friction Angle of Soil to Block 0° Allowable Lateral Resistance 400 psf/ft II Ground Water level N/A 2. Unless Equivalent Fluid Pressure was specified or"Normal Soil"conditions were employed, Horizontal forces were developed by Rankine lateral earth pressure equasions with factor of safety=2 3. Backfill adjacent to the front face of the anchor blocks should consist of lean concrete if the anchor block can not be poured directly against undisturbed soil- • 4. Backfill above or around the anchor blocks should be consistent with he soil removed, placed in thin loose 6"lifts and compacted to a minimum of 90%of the material's standard Proctor maximum dry density (ASTM th D698-91). IL 5. All excavations should be sloped and/or braced as required by the most current OSHA 29 CFR Part 1925 P Subpart P regulations to provide stability and safe working conditions- 6. After excavation and rebar placement but prior to placement of concrete a representative from the firm which provided the soil design parameters should inspect the exposed subgrades to verify the suitability of the materials in accordance with the recommendations contained with in their report. 7.A minimum of three pictures of all foundations shall be provided to ERI by the installer. These pictures shall portray; 1)the excavated hole with a size reference, 2)the excavated hole with the rebar placement, 3)the ' excavated hole after the concrete pour with a size reference. A copy of concrete and rebar receipts shall be provided to ERI to verify concrete volume and type purchased, in addition to the size and quantity of rebar ' used. • 8. The installer shall obtain three test cylinders from each concrete batch (truck); label identifing date, • ▪ location, and supervisor, and deliver these to the purchaser or his representative. I 9. Concrete strength to equal F'c=4,000psi O 28 days. A minimum of 3 inches cover is required on all steel. All rebar is grade 60 with ASTM 615 deformations. Installation adn rebar details should conform with the latest edition of ACI-315&ACI-318. I 10. Concrete to be sampled and tested in accordance with the current edition of ACI 301. Testing to be performed by an independent testing laboratory and reports provided to ERI. A minimum of three (3)test k cylinders are required per batch. During placement of concrete, mechanical vibration is required for proper compaction. 1 8/1/2003-7:42 AM 0100-01185A-CO inner anchor-permit 1 ERI ELECTRONICS RESEARCH, INC. I 7777 Gardner Rd.'Chandler,IN 47610'(812)925-6000'FAX(812)925-4030'www.ERlinc.com This document is the work product of Electronics Research,Inc.(ERI)and is disclosed on a confidential basis and only authorized for use in the review of ' the geotechnical data and foundation design.Reproduction,transmission or disclosure 10 others.or unauthorized use,without the express written consent of ERI is prohibited and a violation of Federal Law.. I Copyright 2003 ERI,7777 Gardner Rd.,Chandler,IN 47610. FOR PERMIT ONLY-TYPICAL REBAR LAYOUT SHOWN FOR CLARITY Anchor = "Outer(525')" I Project = r Location = "Windsor,CO" I w I 6" 1'-0" TYP- r 7 r 1 m i I I i i �f RFBFR ' I I 1 I f✓// _ �/ Fc= 4000 psi L-__ ' -J___ � J I T-- I _r---t i 1 r I I F = 60,000psi I I I I ---1 ANCHOR ROD y P I pnchor _ _*___ apacity:Rod 20 kip FI I I I 1 I I 1 I .-__L__-1I____ -_-1 L1 t I I I I I I I I � i i j j 1 I I I L___.1___J_ L DIMENSIONS OF BLOCK FOUNDATION: Width of the Foundation Block: w=6 feet Length of the Foundation Block: L= 12 feet Midpoint of Foundation Block: L =6 feet 2 Thickness of Foundation Block: t=3 feet 3/1/2003-8:12 AM 0100-01185A-CO outer anchor-permit i $ . $ ERI ELECTRONICS RESEARCH, INC. 7777 Gardner Rd.'Chandler,IN 47610'(812)925-6000'FAX(B12)925-4030•www.ERlinc.com 1. This document is the work product of Electronics Research,Inc.(ERI)and is disclosed on at c rnlidential basis and only authorized for use in the review of the geolechnical data and foundation design.Reproduction,transmission or disclosure to others,or unauthorized use,without the express written consent of ERI is prohibited and a violation of Federal Law. I' Copyright 2003 ERI,7777 Gardner Rd.,Chandler,IN 47610. ill FOR PERMIT ONLY-TYPICAL REBAR LAYOUT SHOWN FOR CLARITY Project = I O Anchor = "Outer(525')" a O Work Point •'a . Location = "Windsor,CO" IIII Ground Level / • `'I°II X111°Ilull.�.Lotll°'ll°II°IIu I'='ll_=' t=°Ilnll"—IL�.I.°!p 11=11=11—II=1=11-11=11=11=11=1= °=11-11=11=1—It II=Il—Il- 1=I=II=II=11=I1=I- _�_II—II—II—II—I • t1-11=11=I-11=11=II-11-11=_i1=11=11=11=' —°I=11=1=11=11=11=11=�11=II=11=11— =t--11=11-11-11- 1=11=11- 1- -11:II�I�C -cI411-11— Uplift Load — — (kips) Applied Load (kips) UP = 89 AL= 119 o 7 J Horizontal Load (kips) o > Fh = 79 y{{,•//J . - • to I -I6'I Reber Cage Tie OD REBAR SUMMARY: DIMENSIONS OF BLOCK FOUNDATION: ® Total area of longitudinal Thickness of Foundation Block: t =3 feet . steel in top of block: Anbanl=3.3 in2 3 Volume of the Foundation Block: V = 8 yd Total area of longitudinal = 1 3 in2 • steel in front face of block: Depth to the Bottom of the Block: Sd0= 10.5 feet Size of Rebar • Amount of ® Used Rebar Needed Area of the Tail Piece Required: ATp =56.7 in• ® Top TR =9 NTR=5 Guy Resultant Angle: 0 =49 degrees ® Bottom BR =9 NBR=3 • Front Face , FfR =9 NR.=2 11 Rear Face RfR =9 Mu=2 • Rebar Ties Tie=5 Nile= 12 • .8/1/2003-8:12 AM 0100-01185A-CO outer anchor-permit • ERI ELECTRONICS RESEARCH, INC. 7777 Gardner Rd. Chandler,IN 47610'(812)925-6000'FAX(812)925-4030'www.ERlinc.com 'his document is the work product of Electronics Research,Inc.(ERI)and is disclosed on a confidential basis and only authorized for use in the review of ie geotechnical data and foundation design. Reproduction,transmission or disclosure lo others,or unauthorized use,without the express written consent I ERI is prohibited and a violation of Federal Law. lopynght 2003 ERL 7777 Gardner Rd.,Chandler,IN 47610. :OR PERMIT ONLY Project =r Location = "Windsor,CO" Anchor= "Outer(525')" tODITIONAL NOTES: . Soil design parameters were based upon EIA Normal Soil values: Init Weight of Soil 100 pcf Init Weight of Concrete - 150 pcf eternal Angle of Friction 30° :ohesion 0 psf - Friction Angle of Soil to Block 0° .Ilowable Lateral Resistance 400 psf/ft round Water level N/A . Unless Equivalent Fluid Pressure was specified or"Normal Soil"conditions were employed, Horizontal frces were developed by Rankine lateral earth pressure equasions with factor of safety=2 . Backfill adjacent to the front face of the anchor blocks should consist of lean concrete if the anchor block an not be poured directly against undisturbed soil. . Backfili above or around the anchor blocks should be consistent with he soil removed, placed in thin loose 'lifts and compacted to a minimum of 90%of the material's standard Proctor maximum dry density (ASTM 698-91). All excavations should be sloped and/or braced as required by the most current OSHA 29 CFR Part 1925 ubpart P regulations to provide stability and safe working conditions. After excavation and rebar placement but prior to placement of concrete a representative from the firm hich provided the soil design parameters should inspect the exposed subgrades to verify the suitability of the aterials in accordance with the recommendations contained with in their report. A minimum of three pictures of all foundations shall be provided to ERI by the installer.These pictures shall )rtray; 1)the excavated hole with a size reference, 2)the excavated hole with the rebar placement, 3)the ccavated hole after the concrete pour with a size reference. A copy of concrete and rebar receipts shall be 'ovided to ERI to verify concrete volume and type purchased, in addition to the size and quantity of rebar ;ed. The installer shall obtain three test cylinders from each concrete batch (truck); label identifing date, cation, and supervisor, and deliver these to the purchaser or his representative. Concrete strength to equal Pc=4,000psi @ 28 days. A minimum of 3 inches cover is required on all steel. II rebar is grade 60 with ASTM 615 deformations. Installation adn rebar details should conform with the test edition of ACI-315&ACI-318. 1. Concrete to-be sampled and tested in accordance with the current edition of ACI 301. Testing to be frformed by an independant testing laboratory and reports provided to ERI. A minimum of three (3)test iinders.are required per batch. During placement of concrete, mechanical vibration is required for proper impaction. 2003-8:12 AM 0100-01185A-CO outer anchor-permit i 'CDC 147.0 It � R•523.000R(-2 21_(. •Qf Pv I J2). R �044 ,R•]lS000 R(-13) IA: j� el$4 IS 4-I ro]un .rG - O1-ji C m z=m 6� 6610,1 :O i. R 11. m I0 0" u. 2 d +�, 641.O R= GyPC / i Q 621.0 m 0 z �,OR'2 Yf,' R•365.000RH eKS.000 ft(]) i Re525.000ft i "Re52S000 ft 00) L 5810 n PLAN • m i - 561.0 It- 0 y 541.0 ft' 6[6, 'p J . src - e DESIGNED APPURTENANCE LOADING 5210,1:? .0 I ELEVATION TYPE i ELEVATION I TYPE 0C 'Beacon/Spur 747 Mid Beacon Level 1250 _ 5p_t—'- �� '-j' SHPXdAGRaOomOs ]°2b12 '6'GM ,2� ` @ 'C vmj -' 4610M10 } 'SHPX-4AERadomee 1650520 Standard 2Way w/Mount 1200 Shively a bey Radunes(6813) ',595-521 '''Standerd 2Way wl Mount 180 °I 'm', � ! H rl IME Beacon Level [500 4'Grid '.125 _— _ 4610 M1'3 Ica Shield 470 Yagi(Nebel ASP016) '90 -_ l^ G 4b 48'Face 457 - Ice Shield :85 H !i _ 4410,1 % % ISHPX-2AEAadoms 450-440 4'Grid ,so —_ 0 1 Shively 4 bay R°dOmes(6813)R 411.301 Ica Shield 50 4310M1. SHHPX-4AEadoma • '350.320 '3'Solid Dish 125 -n '%,xi, Ike Shield :260 3'Solid Dish 125 _ 1 • , 6 H 401.0 ft .�.f - 1 1 1 ._ ?°+s+ SYMBOL LIST IS' SI I r, 3e1+ { MARK I SIZE I MARK I SIZE A SR 3114 I. 1- 361.0111 B SR 718 F 1702.53333 �y — C SR 1 08 G 15 01.98333 ug ^1 3410,1 5d. D SR 11M Ij ' �c MATERIAL STRENGTH z ft_ lO- 3z1,o n ^ T GRADE I YIELD I GRADE I YIELD I - c i I ' / I A572,50 50 kw 301 on •1 4 —40, 1 ' ! N \ I < \TOWER DESIGN NOTES 2 2810R '! I 1. Tower designed for a 85 mph basic wind in accordance with the TIA/EIA-222-F Standard. c - 281.010 2. Tower is also designed for a 74 mph basic wind with 0.50 in ice. — l l `-' — '3. Deflections are based upon a 50 mph wind. ml I I «I a 4. Weld together tower sections have flange connections. 2HA rt3 y 5. Connections use galvanized A325 bolts,nuts and locking d AISC p�m l !!"I 221 o M1 �Ehstc 7. Tower members 6. devices. l )on per TIA/EIA-222 are"hot dipped'galvanized in accordanceSpecifications. 1 r' 4°a 8. with ASTM A123 and ASTM A153 Standards. 1 ' zmon !!!','99,? b 9. Welds are fabricated with ER-705-6 electrodes. \ x r -1 i k 181.0 n < 2 ' lat—$ \ A g11 1410,1 �V� A A t2t 4,8 \ e9 LH G H 191.0 os°aaVo V x % p coI • u 81.0 ft \ R I A �' 61 Una n 6_ \ 0 41.0 n_ \. .. :\ A d i 68 K \ 81 K 2 11_0,1 ' x 'u WO O ^ tOni b �♦ 4 w- 12 2K IT e~K .d4 72K 4 111 1 11 i'a' R-525.000,1 I • l391up K IAAlal) R-385.000 R g z Mo-n drew) 3I3si8g= lAls9,� ;. _, Electronics Research,Inc. b.0100-01185A-CO . — Et"Et 7777 Gardner Road pn'lact:Windsor,co Weld county _ {•• Chandler,IN 47610-9637 01St Regent 'D1°w^by Shelby Hoffman APPd: EetadIYwd 1915 Phone:(812)925-5000 cad` TINEIA-222-F Da"08/01/03 s"l° NT ! FAX:(812)925-4030 Fat :Clw0 No—E_ • Plot Plan - Total Area-17.63 Acres • 3 4 5 R=525000 ft.0 deg Azimuth(-20000 ft)O I i O R=3B50006,0 deg Azimuth(-15.000 ft) I I i $ I - I i i 1• I Base Elev1.000 M1 , //� I I N I R=305000 M1,210 deg Azimuth(d 000 ft) R+385.D0D M1•120 deg Azimuth('7.000 ft) • O R•525000 ft,240 deg Azimuth(-8000 ft) R=525.000 M1,120 clogAzimuth(-10.000 ft) I it r 15.000 454.883 451.583 15.000 939,327 a Electronics Research,Inc."' 0100-01185A-CO Eta7777 Gardner Road Project Windsor,CO Weld County IIIL....... cm"' Regent I DM." Shelby Hoffman A0Pd, Chandler, 1N 4 25-800 637 I _ tI? Eeubu.n.d 1945 Phone:(812)925-8000 C°°` TIA/EIA-222-F'Otto 08/01/03 s�.�e FAX:(812)925-4030 Path.... ., _ .._._,.....a.•a.....,i°"g No—E-: TIA/EIA-222-F-85 mph/74 mph 0.500 in Ice Leg Capacity Leg Compression (K) • 250 200 150 100 50 .-Minimum 0 MUMnwn 4. -50 -100 -150 -200 -250 747 000 '747.0x0 727 000 _ / 727000 101000 / 107.000 67/.000 j672.000 6]2000 ,.681.000 601000 661 ' 000 601 000 I /: 641000 621 003 EE . 601.000 _ CI') 501.000 T .581.000 581 000 541.000 .541.000 :.521.000 521000 501.000 501.000 _ _ _ _ ._ ____ _________ 1 _.__ _ _ __ _ l _d81000 681000 1 7 461 000 I 061 000 441 003 1 .dd1000 421 000___,_ 1421.000 tI 40�_1000 d01 000 7 C 981.000 10 361 1361.000 d 341.000 .4._'_4.__ _ __ ,341.000 W '32,.000 321000 301,000 . ___ -_ ''301 000 261.000 i i 1281.000 261.000 1361000 241.000241.000 '221.000 221.000 ' 201.000 : ''201000 181.000_ _._, '.181.000 161.000 161000 141 OM _ _ __ _141.000 121-0x0 . 1 • 121000000 101.000 81_000 ' ' ' .61.000 61.000 41.000 , • 1T000 11_000 1T 000 1000 1.000 250 200 150 100 50 4-Minimum o Maximum-+ -50 -100 -150 -200 -250 .. Electronics Research,Inc.Job,0100-01185A-CO EN, 7777 Gardner Road Room:Windsor,CO Weld County Chandler,IN 47610-9637 Client' Regent ID's"br'Shelby Hoffman A0?'°' ,_ established 1945 Phone:(812)925-6000 Code TIA/EIA-222-F I D0te'08/01/03 SCAe. NT5 FAX:(812)925-4030 Path: .� ,. m -.�Yi1•.•••-9 No.E. .t/EIA-222-F - 85 mph/74 mph 0.500 In . ' Maximum Values Vx Vz Mx Mz Global Mast Shear(K) Global Mast Moment (kip-ft) 0 5 10 15 0 50 100 150 200 747.000 )200 )2).000 _ __ _ __ _ .. _ __ _ _ _ 727000 707 OOD 707.000 BB>.000 667.000 _ _ - 672.000 672000 - .. 861.000 641.000 941000 , - - r 621.000 _._ _ 621.000 601.000 r 801000 - " " - -1----- 581 000 — 5Bt00 561.009 I 1581000 r 541000 541000 r'- 52L000 I ! ' RI WO 01.000 501.000 - " - -'� 481.000 _ I N8100 46100 T - 1161000 IMa 441.0Q0 MI II0.3 401.00 ' ` 14011 OCO J _81.0) 1.00 ' `, _ _ ___ _•sstot361.00 ` 1 08100 00 341.00 a IL __ _i ___ _..___ ___ __ ___H 321 000 321.000 lly 301 003 001.0 . _ 0 I I [281 000 281 000 I�- 281.000 28100 s 1241 00 24100 - -(- 221.00 _ _ 'I21O00 201.000 @01 000 0_ 1610 181.0000 _ _ 8100 let o ! I / , i • i 141.000 . ___r I. -iu�m0 121_00 121.000 - 01.00 101.00 , I I _ 631.000 81.00 i ` 61.00 - 61 000 41.00 --- 21 000 LL1_00 11.000 , \T r_ 11000 000 0 5 10 15 0 50 100 150 20 _. Electronics Research,Inc.10° 0100-01185A-CO EJ, 7777 Gardner Road °flea,Windsor,Co Weld County Chandler, IN 47610-9637 Client Regent ''Di°"'nbr Shelby Hoffman A°°°I_ Established 1945 Phone:(812)925-6000 Dedc TIA/EIA-222-F D61•08/01/03 sae NT£ FM:(812)925-4030 °.m: Ho 0946 .E-• • • TIAIEIA-222-F -85 mph/74 mph 0.500 in Ice Dead+wind 0 deg-No ice+Guy 5 Deflection (in) so 6 Tilt (deg) 0 Twist(deg) ,O006 5 10 70 /.440 1 1 1 1 1 1 I 1 1 1 1 1 417 000 721.000 - 7- -r " - - - r - - - " i - -I- - - -r - - - - '1" - r"-- - r - - - I I 1 I I I I I I I I I I I 707.000 707.000 I I 487020 667.003 641.000 • I I L 1 J L 661.000 • • 1 1 I I I I I 1 I I I I I I I I 1020 541.000 _ _ - - - - r - -1- - r - - - r - -I-T - -r - - - - -r -I-- r - r - -r - �- -r - 621000 I 1 1 1 I III 1 I I 1 1 21.000 1 I I 1 I I 1 1 11 1 i 1 1 1 1 601000 - - " - - - - - I 1 ` --- - I - -1- - I - -- - - - - -I- -r--I- - * - - - + - -1- - + - -F - 1 1 1 1 I 1 I 1 1 1 I I 1 1 1 10 581.000 001 1 1 1 1 I I 1 I I.. 1 1 1 1 561000 I 4_ L _ _I- - 1_ _ _ _ 1__I_ . 1_ _L__ _ J_ _ _ J_ 1 _ _ _ _ 1 _ _1__ l_ _L _ 1020 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 aao 541.000 _ � _r _ _1_ _ r___ _ T _ _1_ _ i_ _r __ r � r I r T I I r 521.000 1 I I I 1 1 1 I ! II I 1 1 1 I 21.000 r I I I I I I I 1 1 1 I 1 I I 501.000 i 1 I 1 I I I I I 1 I I I I 1 I LOCO 481000 - - I I I I I I I I I I I I I I 461.000 4 -r 1111 I I I I I 1 I 1 I 1 1 µti __ _ ___ ___ _ __I__i__r __ __�_ _, __ _ _ i ___ _i__I__ l __r_ 1000 421000 1 I I I I 1 1 1 ^I I I I I I 21020 ' I I I I 1 I I I I I 1 1 I 1 401.000 1.000 I I 1 I I I I 1 I I I I I 1 1020 981.000 1 1 1 I I I I I 1 , I I 1 I 061.200 1000 1 11 - 1 1 1 1 I 1 1 I I 1 I 1 I 1 1 1000 141.000 _ y_ Y____t_ ___i _ _1__1__f_ i • I 1 I 1 1 1 1 1 1 I 1 I 21.020 321004 ' I I I I I I I I I I I 1111 301.2001 _J__L - - _1 - --_ 4__1-_ J- -L- _ - a _ L ___ -{---- J __1_ _4_ _L _ 1.000 1 I 1 I 1 I I I I I 1 1 1 1 81.000 z r r 01.000 251000 I I I 1 I I I I _ 1 I J I I I 61000 1 1 1 1 1 1 1 I I I 1111 41000 241.000' __I__4_ y__ ___ ____ _ • I 1 1 1111 I 1 1 1 I I I 21.000 221000 .- I 201.020 -r 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 181.000 81.000 --1_ �. __�__r_ _I_ _T_ ___T__I_T__r__ rrTT1r __r_ IBtOW I I I I I I I I I 1 I 1 I I I - 161.000 I 1 I I 1111 I I I 1111 141200 141.000 —T 121000 __ 21000 • IIrI II11 II 1 111 101.000 ILI 1 4 1 J L 1 1 1 1 1 1 1 1 I 1 I 1 1 1 I et000 81 000 — -1-- r - -1- -r-- -- r--r-i--r-- -�- -r- - -- r - --- 1. - -r-i- -r- I I 1 1 I I ( I I I I 1 1 1 61000 81.094 I 1 1 1 I I I 1 1 I I 1 I 1 41.000 I I I I 1 I 1 I 1 I I 1 I I I 21_000 21.D0d000 11.000 I I 1 1 1 I I I I 1. 1.00-4 I I I I I I I I I I 1.020 0 50 0 0.5 1 0 5 10 Electronics Research,Inc. b'0100-01185A-CO Ex _ J 7777 Gardner Road ProottWindsor,co Weld county , Chandler,IN 47610-9637 chill: Regent Drewn by Shelby Hoffman °'i Ekablithe61945 Phone:(812)925-6000 °v°'' TIA/EIA-222-F[Dale'08/01/03 Scale' NT FAX:(812)925-4030 PeN'r.-.�- Chv°N°E Guy Tensions and Tower Reactions Maximum Values TIA/EIA-222-F-85 mph/74 mph 0.500 in Ice Guy Radius=385.000 ft . Guy Azimuth=0 deg • 147.06 746'2" 12_Q_ 707.0 ft 6810 ft 672.0 n eet_o it.i 658'1' 641.097 621.011' 601.0*- 581.0 8 561.0 n 559'6- n 541.0 - 521.08 501O6 481.0 ft 461.06 457' 44106 % "S A. 42106 4‘? 401_06 sJ 361.08 ,4,4, .` 3et�en 359'6" S,h • ° •'0 341.0 6 rys '. 43. 5.4 921_0 n ee, • - 301.0 n �.4-, v • 281.08 .4.. /c y •281-On 00 4 4 241.0 ft 239t �'e, S 221.06. PyS 'C )' .3F 44 .S2j 20108 '',.?„36.T .y. 4 5 K te16 i '�'na}4�°yol ' 4483 -KL c 161.0 n �'?s35 4? 66 K 141.06 '_�1 io \44 PLAN 121.06. 119'6' ge �'369I 101.08. '`S.SFalgl Tme#. Lg4�84 19426 K.L"4°2___125 < �I'81.0 ft61.0 ft 25�\401,047 6 L6a 06 4106 4 '63 R 6 fT0er ! 21.06 \ 68K tt on_ 38deg 2 K¢I . R=385.000 H µ r 391 K(Axial) 86 K 2 kip-ft(Torque) ELEVATION . r Electronics Research,Inc. .0100-01185A-CO ._ 1 II7777 Gardner Road v'o)"'"Windsor,CO Weld County A client Regent Io1°an e"Shelby Hoffman'P°'___ Chandler,81IN 4 25-600 637 Established 1045 Phone:(812)925-8000 C°°°' TIA/EIA-222-F'o•"08/01/03 su'°' N7: FAX:(812)925-4030 vam:....-.-.,._•-_'»__-._.�,.»,.,,.,,.»...,�,.._uwp Mo.E. Guy Tensions and Tower Reactions Maximum Values TIA/EIA-222-F-85 mph/74 mph 0.500 In Ice Guy Radius=525.000 ft Guy Azimuth=0 deg 720rt 746'2 m.0n 4iP • 707.0* T. 667.0* •as 672.0* 1) 6610ntl 658'1- Efet 641.04 • B o er 8ZLi ' e"P.1. ''F 601.0* JQ ca t 0 561.06- 14 S 5610 n- 559'6- ca ¢ F 4 SHOE 'sd' !' '9 es .CC 521.0* .P,1. fPy �P P 501.0* 92> k1 ('°a -t 9 44481.0 n _ `6a 9 461.0 ft 45T .J -, P \ Co Nt 621.0 n % 4 A\ 4010 n ,s1� N S? 381.0* 4a) N .. P9 361x0* 359'6' P'> 3110* ?(, a� 321.0 It ,e 1 301.0*. 9 ej 1_On 261.0* 2410* 239'6- 2210* 201.0* 17K 61.0 n 6 161.0*I f_ 141 On 72K 1210* 119'6' PLAN 1010* 810* le, 610M1 \ 41.0* 21_0111 .• 0n3 11 494 81 K 1.0115R=525.000 ft 3 2K^ • t • 391 K(Axial) `-- 2 kip-ft(Torque) 72 K ELEVATION Electronics Research,Ina b':0100-01185A-CO I7777 Gardner Road PoAct:YVIndsor,CO Weld County Chandler, IN81 47610-9637 637 C1bi° Regent CI""'"bA Shelby Hoffman^PP° CeM' TIWEIA-222-F °°"08/01/03 '�'�" NT: Established 1945 FAX:Ane:8812)25.40300 Path: !D# Na,E. (812)925-4030 - - - Feedline Distribution Chart 1' •747' Routs Flat ADP In Fa ,.._.,.—. App Out Fa .. .. Truss Leg Face A Face B Face C 4 7.1.000 72700 727 ODD 707.000 ' 707.000 107_90 707000 - 6e 909 672.000 672000 810000 881. .. 66100 661000 8881.00D _ 041000 64100 , '--_ 621.000 620.000 620000 621000 601 050 60100 _ _ _. 581 00 501 00 561.00 - 558.00 _ - --tom- _ _ _ 557000 __ __ ____.551.000 541000 541.0031 _ . . -- -- 521000 521I .00 i 501000 501.000 -j - 1 '. 451.000 481000 461.000 i t_ 461.000 __ _^ 440.000 L. 440000 '. : .. 441.000.. . . ..-.... . .... .... - 421.000 421 CCO r- 401 0C0 38600 ' 41.1' 401.000 378.000 8 JBt 000 O Mt u0o 1 - __ a m q 381000 S JI 361000 U i i 3 € 341.000 d 341.000 'a'_ _ ___. k U W J' 320.000 y 321000 32100„ j 320.00 g y 301000-9, ___. 301000 I F 261 OW 281.000 . U 1 i 16 261.000 261.00 -I 250.00 4'. 250.000 'r 241000 241.000 221.000 221.000 a --8 201.000 g.--- y 200.000 ^ 200.000 201000 151.000 ' 7 180 000 10.00 151.009 181.000 - 6 - 161.000 n 4100_ 141_000 1 , 125.00 125.000 ' 12100 131.00___ __ I 8 J 101.000 101000 k 90.00 90.000 _ 80,000 81.000 81.090 h. .. . . . .. ... __.., 80 000 . .- I810 0 61000 R e jl 41.000 41_000 6 6 so t ~l 25,000 _ 21 o5o 21000 4 1_ v -- -" 11.959 1 2 - 2 -i 1_000 1000 _. Electronics Research,Inc. �0100-01185A-CO �J 7777 Gardner Road Praiser Windsor,Co Weld County _ �� C°""' Regent I Dim"'�'Shelby Hoffman APO': 1 47610-9637 6wWieee6191s Phone:(812)925-6000 Cale' TIA/EIA-222-F I au'08/01/03 snit N75 FAX:(812)925-4030 Pe61: �. .. n .,....».,,. Dwg No.E-7 . MEMBER MATERIAL - SIZE aaill LEGS ASTM A572-50 2 3/4'9 S.R. DIAGONALS' K-B ACES CAI A572-50 3/4'9 S.R L2 61f, GIRTS ASM A572-50 1 1/4.0 S.R. a. STEPS (LONG) ASfu A572-50 3/4"I S.R. b- w (SNORT) ASFM A-36 5/B•9 SA. yE F F FLANGES(TOP) ASTN A-572 10.0 X 1' PL. ^e I i E (BOTTOM) ASTM A-572 10'0 X 1' PL. SECTION WONT: 1.905 LBS. 0kl,'4 1g51S5 0 p0=-1Oo-I4 E FLANGE g i -ft, LEG TO RATE FIANCE GIRT TO LEG @ 1/4• 5/6 PREHEAT TO 225 K H; F. O PATE FLANGE j ftH 31 1i1 e 6 J 2jj7i• W FACE C /ili ill g .H j}} 66 PLATE FLANGE WELD DETAILS Jet,is SCAIF: 1/6 Ifni] ri nqil J.1 3 K-BRACE Hii[� 1 TRM48275E075 dd 11 SNORT STEP ^ - TRNA48275A062 u d q (FACE B ONLY) p B S 11 // Hal SNORT STEPS/4' i 6 w E qq V TO LEG [3 1 1 dal( r• V �iTP. • vie 1/4 V < W TAB TAB TAL0001 TAL0004 o ��'� "•" LEG .m _ / TPoA275A OS 'o i, P09TX)N TAB ON F =====.....==== TTO 1/B V OUTER PORltN OF FACE LEG LEG \ r7 5/16•V \TIP. vo LONG 1RM48275BB075 (FACE B B ONLY) DIAGONAL FACE AFC TRN48275N075 TAB TAL0001 I I I _ ` FACE B /K-BRACE G¢ I,- TAB TAL000A / R(3/4R)11 TO GIRT C x In ill n ��► \ GIFTS FEED LINE TAB PI ACEMFNT & WTI n DETAIL S TRM48275C125 SCALE: 1/50 PLATE RANGE TYP RP. MEMBER MATERIAL SIZE s/16" LEGS ASTN A572-50 2-1 S.R.I ALA-L• - .�- 5/16' /2'4 Sh DIAGONALS/K-BRACES ASTY A572-50 3/4'4 S.R. GIRlS (TOP) ASITI A572-50 7/6'4 S.R. W E. in (MOTTLE) ASTN SR 1' 7/6'4 S 'Z` 4 (BOTTOM) ASTN A572-50 7/6•e SR. D TE AIL A DETAIL 5 oa k FLANGES (TOP) ASTY A-572 ID"% 1 1/2'PL. FACE C (BOT70N) ASiN A-572 10' X 1 1/2' PL 42' TIP. TOP GIRT 5/16' BEGBDN WEIGHT 1,765 LBS. TOWER SECTION NUMBER l/ ��• ----- 33 ` GUSSET CUO500-N007 K_Bwas LEG TD %ATE FLANGE DETAIL A DETAIL C DETAIL D 5/16' TD crsr PREIFAT TO ISP 3�• O MID GIRT TAB ti 7 0002 PLATE RAM 10 NGE LEG R(3/4R) GUSSET TO LEG PR PULE GUNGE LEG & PLATE r^ POSITION lAB ON _ PREHEAT TO 150' g/6• 3/6' FINIGE .O OUIER PORTEN OF FACE PLATE FLANGE U M TAB TO LEG)1/g, V WELDETAII g b R wank. G o x KA •3 - 'a eg .4, TAB TAL0002'111le • HOLES ON A7-1/2'e BC.• - FEED LINE TAB PI ACFMFNT & WFIO DFTAIIS GUSSET PLACEMENT DFTAII S 2 GUSSET GU0500500-N007 SLATROMCSRR$RARGI4)xc. N"..r'/I' .-m1bi...ki ^....� N -NAME 514.660 740 IN 740)49CIIAV a oA,.rl It W rorar..%osr 9 ESL Arty.r urt- Ar, I I.bit A.,.N w Err. 4 Ina BOTTOM GIRT ay.'T,•r r4�a+ arr,w Mha Ii}�",11 MI�($[c]rwv TT77 CAata91 m. od.SSS nw-S rR.t 1 p\pVTh48LVlnceNVIul CHAY8:(6 IN 47614-4061 San/ �Maa�1 AMall MINKL s Ltilt ,HIS r1T.,,S w L4 PNON6:(912)026-99W Mann fl M'(an 0ApIdv MINK PAY (512) 425-4020 •DPIOB AN OA LILQ C9 A6A4D 4A. REVISION _APP'D DATE WAIT.Dunn an'" t-7 I 1 idol r10V1f� EMS PREFORMS II-RUBLES COY ncrowron PaInn QTY SZE PAM HO. OTY SIZE PART NO. 1 CrUN)ontor CMS? ' 6 3K' PFw75 _ 6 3I4" TH0075 16 'P"MN IM ow* 6 7A' TNDD87 3 IRrnm UST Perm BS PREFORNSIROCKET SOCKETS 3 rwon'a66 SRAM QTY SEE PART HO. END SLEMS I MVDIMAFEIVIIT CUE* I 3 15116" 830003 QTY 512E PART N0. 3 sARSAU 207 Ina, 0 rr SINRII' yr 'Ma 3Q 6 7R" PE8087D 3 14" ESw75 l+uaanPin 3 79' 00087ROCKET SOCKLVNE Y TO ]' OF SOCK 5NI ICICLESWIEN GUY MIRES CITY SEE PART NO. ilAWITD EYE TURNBUCKLFS LINK 3 79" SKP0087 07Y SIZE PART N , 8 1' SKPO1w 3 1-1M' TB2OISJE0 I-IA' SKP0112 3 I TIOSVIJE 3 1314SM' TB282AIE SAFETY WIRE ROCKET SOCKET/TB LINK PLATESflfr END SLEEVES IRE CNLY REWIRED CITY SE PART NO. °ROUNDIREATEACIN ENT CLIPS TURNBUCKLE3 15116'.1" 010006 OTT SCE PM N0, ox vREFORI6 WITH wRM UPWARD. 0 3Mtr3M?AT ODINNER3 1. hr15AdI IAa' UMWPREFORMANCHOR POINT —' Stifle TNIM:: GIN WOE CLIP FAN PLATEN! TYPICAL INSTALLATION o MY FOR GUY LEVELS 1 & 2 W/ CABLE CLAMP M s CK r C - E — C — NACU NACU _ =1 I i-1 11=1 I I-1 I HI I �I I I 1=1 I I i� _- I I-I 1 I-III-III-III- GROUNDNG CLAMP III—Il I GUY EAR =II III=1 I I—I I l—III=1 I I-11 1 I GROUNDING ROD PREFORM =III= I I-III=111=1I1=111- =1=ll1=1 —III—III—III—III—IIl—_ III—III—III GUY PARE I,I,II SPE TER SOCKET O I=1 11-111=1 11=1 I 1-1 - 1=III=III=I -I 111-I I I-I I I-111-III 111-111-I I INSTALLATION FOR —111=111=111=111=111— — I=111— GUY LEVEL 3 GUY WIRE • EISYT1f0ATCS WARM INC. 6N'sn7M,.Y L.w ew.r r1w r ' two MU?N.WE CAL(ANATAWA!TUNS s[.W. h MW..F,\./.r a r "r sm.:Stn I""..r-s`a." . • P°R BATON ROUGE, LA ceutmlen.2)4am6000 I'lrl""1'1"�,g w me .r Ifir' .r cro— • PAX: (en)(612)926-4-6000 ma'.L xaw.I ON=I n'�r7Taiva TD DIRECTED NO E0. EiTE Mal a,2lnl .n r'.... PAX: (ml)vzs-4oz6 *COMM w roam IMAM I IC, No RrnOION APPn DATE >b. a C-2A 1 I • I '.WHOM LM �:4, J 4TJKSK(ISS' 01,31000 ILDIRMLIDUIP - TAPER BASE 1 •I^ WHOM" 1/4'A X 1'STAINLESS BOLT. I.% NUT J "LANOIIMM I 'IRINOR I RN '•:�� -NRIOWI.RS �>♦i. GRO KING 111.•�Ii. -EI. MI 1 ��.... 1 GROUNDING WNE 7 (I 7/8%1 STRUCTURAL NUT .. \ 7 r'9 LOCK WASHER AFTER LEVELING PURE,GROUT WITH Y 7/"'9 ETAT WASHER 4,000 PSI NON-SHRNK GROUT U r (° 0:, ° 0 _ n \ 7 BY HAT WASHER JJm.4A1!Cuw4Y1f•. \7/B'• LEVELING NUT a .. .. da a• N N ' U. .A' •. D' If all .8 Cc GROUT ORAII i .iii; ' a 11, :r. GRWN'iq�G'CIA1P I +I :e u v. 11; u a • 1 CONCRETE PIER IS NOT LEVEL, USE LEVELING NUTS to o II .¢ . ii :III GROUHDNG :OD BELOW BEARING PLATE AND ADJUST TO LEVEL GROUT B . . 4 ' .II AREA BELOW PLATE WITH 4.000 PSI MNIMUK SIRENGTH HER NON-SHRNK GROUT. NOTE: GROUND EACH LEG OF TAPER BASE. • IT WILL OE SATISFACTORY 10 PLACE THE BOTTOM PRE-SET ANCHOR BOLTS PLATE DIRECTLY ON THE CONCRETE AS LONG AS R IS LEVEL AND FREE FROM CONCRETE VOIDS BENEATH. /pnscrsancs intactIa. s k"i Nw""°,,W "AI" RV assuar d CROAK DI EF ..r..w ..ralwrr rrrr..pr Fr" �r"b..rr.e�lr.r.p...•VISA �� U wTT Gptl11Yt m. �•I•. •r•.•r.l�w.w,..�... an PHONE; B,w 26-60069T oamanquau lama RUM L w an .rs lam*a 11Sa c_ PRONY: I9f925-406000 7 DU IxeAwuRYC. _ 11 w7wy 1 ' llopM wn PAY: (61�936-102¢ .anlluan YIJ pq moo I6AIw IG M¢ RE9191W APPTJ OAtE T9¢f. ,s wet la an C-I I MEMBER MATERIAL SIZE LEGS ASTM A572-50 2-3/4' 3/8' TIP. OIAWNALS/X-BRACES ASIM A572-50 1-I/8'0 S.R. HORIZONTALS ASBA A572-50 1-1/8'0 S.R. GRITS (TOP) AS111 A572-50 I 1/TO S.R. r DLTAII A (B)U0M) A51M A-572 3/41 X 8 PL 44 m 10'X 1' PLATE FIANCE - H018201491 FLANGES (TOP) P5111 A-572 1O'0 x 1' PL 10431-63 3/8• TO LEG (BOTTOM) ASTY A-572 26'6 % 2' Pt. • SECTION NECHI 1,470 LSS. it FACE c1T TOWER SECTION NUMBER 48' DEEP&R TAPER BASE TOP GIRL r DTAIL A BOTTOM GIRT 10431-62 TVP. 3/8' I TAIL : �3B C 1TP. — GROWING TAB 3/T8' • TR e 1- DETAIL C o •co NIPo20NTAL 1/4' GIRT 1D PLATE FVNGC R(3/4R) FL FLANGE TO PRE DIAGONAL 5 PREHEAT 10 225' 3/4' 10 J 4' 10 225' V Iy LEG GROUNDING LW TAB , I II TRPOWB ((3) LEGS) PLATE FLANGE APEtEAT I WELD DETAILS 10 225' 1/2' PREHEAT ea ea — wf BOTTOM GIRT SCALE: 1/5 TO 228 3/I6'/ 3/4'X 8'PLATE PLATE WELD 14' t01]I-Bz DETAILS 10'6 X I'ROCKER PULE SCALE: 1/8 RPO100-1000 . \•� / 20'8 X 2'BASE RATE mamma AISIARCB,ANC 'p 'tn wI Yce' .e a RARe )'BRAT inns um — r W�L-Y r labia; 4 ti rrr...l e.r.4 arc PT{"4'MD)1E Et/. Cr"?CARINIfa r. ��.c�.- 3 OrrMOW!WEIKtnlmul CTWIDIZ0.DI 4YmD-N37 i.lyrra+ uwm0��onl�K 5xaecdla a DOW w Ma loci-IV PRONG (612) 926-6000 aaoA!o0 nI a norm s rent i I yip sm a6)•a FAX: (812)1125-4026 "CM"' KM .anCOCcMRIAOW. MO REVISION Ain ran l9n u.torn--. 10131-18 I ... ...r...+,. m "^'[.rte^'.+"-•,-t•. r - -sf 1 r 'M zs4"•54t. a s A�E 444, . h}fi t z..iG ..s 4 ,, 3F .....-.� _. ��nr+.. ,F,4 -np SPX^...:.... h 2y W 7 . 9 Y / 999 � V/ (/ �_�� 1/✓L ! • 1) v,u,IoCUC4[ f' . 02 RESOLUTION RE: BUILDING PERMIT FOR A APPROVE AGREEMENT CONCERNING EARLY RELEASE AND ISSUANCE OF AMENDED USE BY SPECIAL REVI75EW PERMOT IT#1047 RE'3I NT BROADCAON TOWER STING OF FORT COLLINS, INC. TING WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, Amended Use by Special Review Permit#1047 was approved by the Board of County Commissioners by Resolution on February 28, 1995, and WHEREAS, Condition of Approval#2 of Amended Use by Special Review Permit#1047 issued on therequires that until the plat is ready to be recorded, no building or elet trical permits shall be icant has concerning the early release ever, the and issuance of a building sentedperm for ccnst u an agreementa753f radio/television tower, to replace one of two existing towers and it for construction of a 753 foot EAS justificaWon forHER the t hyBoa fiedaha is aatissatified te the o applicant has prov ded adequate proof and be considered by the County under a new Use By Special Review application. building permit fo•the new tower before it can NOW, THEREFORE, BE IT RESOLVED by the Board of Cot my Commissioners of Weld County, Colorado, that the Board hereby authorizes the early release and issuance of a building permit for Amended Use by Special Review Permit#1047 e above and foregoing by the following vote on the 3rd day of(ution was, on motion September, AD., 2003u1y mr de and seconded, adopted B RD OF COUNT(COMMISSIONERS wvt �4 ��! 7. W COUNTY, CULORADO *' ! Jerk to the Board vid E. Lon , Chaii teat Ro D. den, Fero-Te rk o the c oard M. J. G Ile APP AS O : � I Willia-r`Jerke Jt� unty Attomey I/� f� tMrf•f // fd Glenn Vaad Date of signature: ,.�•�fL2 2003-2556 PL0959 • CO T`I, S. INC. . 5989 100 E. RiverCenter Blvd., 9th Floor BANK WmiAALSVILLE OFFICE I Covington, KY 41011 �+ca+wen•OHIO i (859) 292-0030 �xx *ONE HUNDRED FIVE THOUSAND =HUNDRED AND XX/100 PAY WELD COUNTY DATE TO THE AMOUNT ORDER 09/05/2003 OF: > ***-105,600.00 Lot' .,Ap—._is so coo:ca.? tt`099B94tt' I:Oy22024261: 047�0 3� C REGENT CO.I1:11UNICATIO\S, INC Date Invoice No. Co 09/052003 mment Total SEPT 2003 3 DEPOSIT. KURD BUILDING PERMIT Discount 105,600.00 9 sS1 0.00 105,600.00 CHECK 099894 09/05/2003 WELD COUNTY Check Total 105,600.00 Regent Broadcasting of Ft.Collins,Inc.dba KTRR,KURD i Weld County Planning Department GREELEY OFFICE LIND, LAWRENCE & OTTENHOFF LLP AUG 1 9 2003 ATTORNEYS AT LAW THE LAW BUILDING RECEIVED 1011 ELEVENTH AVENUE P.O.BOX 326 GREELEY,COLORADO 80632 WEB PAGE:LLOLAW.COM GEORGE H.OTTENHOFF TELEPHONE KENNETH F.LIND (970)353-2323 KIM R.LAWRENCE (970)356-9160 TELECOPIER P.ANDREW JONES (970)356-1111 RICHARD T.LiPUMA kenj Ilolaw.com KELLY J.CUSTER August 13, 2003 Weld County Department of Planning Services 1555 North 17th Avenue Greeley, CO 80631 Attention: Monica Daniels-Mica, Director Re: Communications Tower Building Permit(s) Dear Ms. Daniels-Mica: The purpose of this letter is to provide factual information to you so that our client, Regent Broadcasting of Fort Collins, Inc. ("Regent")can submit an application for building permit(s) and have the same issued prior to the approval by the Board of County Commissioners of Weld County, Colorado of a Use by Special Review, ("USR") and Subdivision Exemption ("SE"). We believe this request is appropriate due to several unique factors and circumstances which are detailed in this letter. Additionally, we believe that conditions can be imposed such that they are totally non-prejudicial to Weld County and will specifically allow and provide for the removal and dismantling of the proposed new tower in the event the combined USR and SE is not approved. First, we would like to outline the reasons for this pre-approval request as follows: 1. Existing Towers and Uses. The site is generally described as being in the Southeast One Quarter(SE%)of Section Nineteen (19), Township Eight(8) North, Range Sixty-six (66) West. Located upon this quarter section, and specifically within 54.7 acres of land, are two existing communication towers. One is a 735 foot tower and transmitter building owned and operated by Denver Television, Inc. commonly known as the KDVR tower (this tower is not the subject of this building permit(s) request nor the pending USR/SE application). The second tower is an existing 605 foot tower and transmitting F:\KFL\REGENT COMMUNICATIONS\PLANNING LTR.wpd • Weld County Department of Planning Services August 13, 2003 Page 2 building now owned by Regent and which is the subject of this building permit(s)application and USR/SE application, and commonly referred to as the KUAD tower. The KUAD tower and building are located upon a sixteen acre parcel within the 54.7 acre parcel and was approved pursuant to Conditional Use Permit No. 9 ("CUP-9") in August of 1975, and amended USR 1047 (approved March of 1995). 2. Proposed New Tower. Regent proposes to vacate CUP-9, and to avoid any confusion in relation to Amended USR 1047, Regent will apply for a new USR/SE which will take into account the 16 acre site and only the proposed new 750 foot replacement tower ("New Tower") and transmitting building. The existing 605 tower will then be dismantled after construction of the New Tower and transmitting building, and after approval of the USR/SE application by the Board of County Commissioners. 3. Authorities. The New Tower and transmitting building has received all necessary permits and approvals from both the Federal Communications Commission ("FCC") and the Federal Aviation Administration ("FAA"). Attached for reference are the following: FCC Construction Permit dated November22,2000(Exhibit"A"); FCC Tower Registration dated July 8,2003 (Exhibit "B"); Assignment of FCC Tower Registration dated July 7, 2003 (Exhibit "C"); and FAA Study and Approval dated April 7, 1999 (Exhibit "D"). 4. Construction Plans. Attached as Exhibit "E" are Construction Plans for the New Tower,such plans being prepared and signed by a Colorado Registered Professional Engineer and dated August 1, 2003. These plans will be used for completing the actual building permit application(s). 5. Unique Circumstances. This request is being made under very unique circumstances with the most unique circumstance being the fact that the FCC Permit (Exhibit "A") expires at 3:00 a.m. Mountain Standard Time on November 22, 2003. This means that the station must be operating and transmitting on or before this time and date as the permit cannot be extended or renewed for any reason. It is therefore necessary that the building permit(s) be issued prior to review and approval of the USR/SE as the USR cannot be approved in advance of the expiration date to allow construction and broadcasting. 6. No Delay. An issue that must be considered by the Department of Planning Services as well as the County Attorney and Board of County Commissioners is whether or not Regent is responsible for the "late submission of the USR" and thus should not be entitled to pre-approval consideration. To show that Regent did not delay this application, please F:\KFL\REGENT COMMUNICATIONS\PLANNJNG LTR.wpd • .4 • United States of America FEDERAL COMMUNICATIONS COMMISSION FM BROADCAST STATION CONSTRUCTION PERMIT Authorizing Official: Official Mailing Address: REGENT BROADCASTING OF FT. COLLINS, INC. James D. Bradshaw 100 E. RIVERCENTER BLVD., Associate Chief 9TH FLOOR Audio Division COVINGTON KY41011 Media Bureau Facility ID: 49538 Grant Date: November 22, 2000 Call Sign: KUAD-FM This permit expires 3:00 a.m. local time, 36 months after the Permit File Number: BPH- 20000914ABS grant date specified above. Subject to the provisions of the Communications Act of 1934, as amended, subsequent acts and treaties, and all regulations heretofore or hereafter made by this Commission, and further subject to the conditions set forth in this permit, the permittee is hereby authorized to construct the radio transmitting apparatus herein described. Installation and adjustment of equipment not specifically set forth herein shall be in accordance with representations contained in the permittee's application for construction permit except for such modifications as are presently permitted, without application, by the Commission's Rules. Commission rules which became effective on February 16, 1999, have a bearing on this construction permit. See Report & Order, Streamlining of Mass Media Applications, MM Docket No. 98-43, 13 FCC RCD 23056, Para. 77-90 (November 25, 1998) ; 63 Fed. Reg. 70039 (December 18, 1998) . Pursuant to these rules, this construction permit will be subject to automatic forfeiture unless construction is complete and an application for license to cover is filed prior to expiration. See Section 73.3598. Equipment and program tests shall be conducted only pursuant to Sections 73.1610 and 73.1620 of the Commission's Rules. Name of Permittee: REGENT BROADCASTING OF FT. COLLINS, INC. Station Location: CO-WINDSOR Frequency (MHz) : 99.1 Channel: 256 Class: Cl Hours of Operation: Unlimited FCC Form 351A October 21, 1985 — EXHIBIT "A" _ Page 1 of 2- lcallsign: KUAD-FM Permit No. : BPH-20000914ABS Transmitter: Type Accepted. See Sections 73.1660, 73.1665 and 73.1670 of the Commission's Rules. Transmitter output power: As required to achieve authorized ERP. Antenna type: Non-Directional Antenna Coordinates: North Latitude: 40deg 38min 31 sec West Longitude: 104deg 49min 03 sec Horizontally Vertically Polarized Polarized Antenna Antenna Effective radiated power in the Horizontal Plane (kW) : 100 100 Height of radiation center above ground (Meters) : 217 217 Height of radiation center above mean sea level (Meters) : 1816 1816 Height of radiation center above average terrain (Meters) : 255 255 Antenna structure registration number: 1045390 Overall height of antenna structure above ground (including obstruction lighting if any) see the registration for this antenna structure. Special operating conditions or restrictions: 1 The permittee/licensee in coordination with other users of the site must reduce power or cease operation as necessary to protect persons having access to the site, tower or antenna from radiofrequency electromagnetic fields in excess of FCC guidelines. *** END OF AUTHORIZATION *** FCC Form 351A October 21, 1985 Page 2 of 2 . Yom:Daind Remund To:Ken Lind ✓- - Page 1 of 2 ASR Registration 1045390 ASR Registration Search Registration 1045390 Reference Copy • Registration Detail Reg Number 1045390 Status Granted File Number A0333177 Constructed 01/01/1968 FAA Study 99-ANM-0031-OE EMI No FAA Issue Date 04/07/1999 NEPA No Antenna Structure Structure Type TOWER - Free standing or Guyed Structure used for Communications Purposes Location (in NAD83 Coordinates) Lat/Long 40-38-31.0 N 104-49-05.0 W NEAR NUNN City, State NUNN , CO Center of AM Array Heights (meters) Elevation of Site Above Mean Sea Level Overall Height Above Ground (AGL) 1599.3 229.5 Overall Height Above Mean Sea Level Overall Height Above Ground w/o Appurtenances 1828.8 228.0 Painting and Lighting Specifications FAA Chapters 3, 4, 5, 13 Paint and Light in Accordance with FAA Circular Number 70/7460-13 Owner&Contact Information FRN 0007747843 Licensee ID L00660754 Assignor FRN 0001608819 Assignor ID L00022848 Owner Regent Broadcasting of Ft. Collins, Inc. P: (859)292-0030 100 East RiverCenter Blvd., 9th Fl. E: Covington , KY 41011 Contact Grochowski , Raymond B Esq P: (202)637-2200 555 Eleventh Street, NW Suite 1000 E: raymond.grochowski©Iw.com Washington , DC 20004 Last Action Status Status Granted 'Received 07/07/2003 Purpose Change Owner Entered 07/07/2003 Mode Interactive Related Applications 07/07/2003 A0333177 - Change Owner(OC) EXHIBIT "B" http://wireless2.fcc.gov/UlsApp/AsrSearch/asrRegistration.jsp?regKey=104853&printable 7/8/03 ASR Registration 1045390 Page 2 of 2 08/31/2000 A0138430 - Modification (MD) 05/12/1998 A0053554 - Modification (MD) Related applications (4) Comments Comments None Automated Letters 07/08/2003 Ownership Change, Reference 292340 07/08/2003 Authorization, Reference 292471 09/04/2001 Construction Reminder, Reference 156522 All letters (6) http://wireless2.fcc.gov/U1sApp/AsrSearch/asrRegistration.jsp?regKey=104853&printable 7/8/03, 07/W2003 09:47 FAX 1859 814 0138- „ , Regent:Communications + Remund UTIITEI?STA'�ES OE �t1MERICi�[ - `I C FEDERAL COMMUNLCATIONS OMM1St ION ANTEN NASTRJJCTURE REGISTi2ATION • -Ovineftr Regent Brcadcastiag of Ft. -•Co111ns., Ino - f _' _ _. F.Cc flegrstralion - - 4'rNumber(FRN): 000:7747843-- ., ' "• _ ' ,_' iAritenng5tructure ' = _ — _R®grstraf`ion Number = .. _ ._.Regent':Broadcasti'ng of�'Ft. Collins, -Inc. 1045990 __ __ • - - :Y00--Easti'RiverCenfe>*H1vd:, 9thr-F1-; 7' - 77 - _" ._Covingtann? KY'.41'011.__. .- • • • • - .. • location of Antenna Structure - Ground Elewhon(AMSLI - - _ --_ • NUNN, CO .: •r • : Overall Height Above-Ground(AGL} .. ___ _ ._ ._ •- - - meter& _ _ ...: 2295' _- , .._ _ Q r H g ve all el- AbovetrAeanSea ht _ - - -Latitude , _. .'' : _.. - 4038 31 ON 104- 49-5 0W NADt73 - ' 1628..9 .- _ meters :..' Pa17it. nrLXHht .it[..Accordance-mith-FAA..circular Number-7D/7460-1J• - r 77 . This=registration Is effective uporr completion of the •,described antenna' Structure...and notitiothion :to the • =' Gomrrlssion YOU'MUSFNOTIFY-THE_COMMISSION. WITHIN_24-HOURS:OF:COMPEETION'-OF=CONSTRUCTION,=OR � CANCELLATIOI'f OP':'YOUR';PROJECT�-please Tile:FCC.Form.,.Bbd Ta`file electronically, connect to�this'.antenna structure ieglstratlon system by pointing your:web.browser to httpil/wkeiess fcc.gov/antenna Eleetionic filing-s __ recommendga:-4 U-rnayalso'file manually-bysubmittlnq'a:paper_copy offCC'Form-8547::Use-purpose code NT° ;, ' •for notificatlonpf completfdnof construction use=purpose•code CA :to cancel your registration - _ - The-Antenna'Structute Regishation is'not an authorization.to:construct iadlo-facllltlesoriransmlt radio'signals'_ necessary that all radio equipment on this structure be covered by a valid FCC license or construction perrnA -. You must-immediately provide a ropy,of this,Registrafioh tc aH tenant licensees and -permittass shed-on t6E structure• _descnbed"on this Regratraito'rr(aiihough:notrecti)tecl you.mdy Want(a use'Codified Marlto pbtarn'proof oft ceiptj,..andrd/spfdyryourReglitraHonNumberat:the;:site :400_reversefor;Important-lnformatian-about the = CemrnfssioD".r.Anteflna'Shucture_Reglshation-rulesL - _ - r , ` F¢C=8548 -- 7..77:1;77' ..;July 2002 _. EXHIBIT „C :, ::-' 07/10/2003 09:38 FAX 9704aZaaw -•---••- ------ I. A . AERONAUTICAL031 OE Federal Aviation Administration No: 99-ANM- NORTHWEST MOUNTAIN REGION, ANM-520 1601 LIND AVENUE, S.W. NTON, WA 98055-4056 ISSUED DATE: 04/07/99 R. DALE GRAHAM BRILL MEDIA COMPANY, L.P. P.O. BOX 430 • EPHRATA, PA 17522 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has completed an aeronautical study under the provisions U.S .C. , ection 44718 and, if applicable, of 49 .S .C. , 77 , concerning: Title 14 of the Code of Federal Regulations, part Description: ANTENNA TOWER ® 100 KW FREQUENCY 99 .1 MHZ Location: PIERCE CO Latitude: 40-38-30 .93 NAD 83 Longitude: 104-49-04 .89 Heights : 753 feet above ground 6000 feet above mean seaelevelAGL EL) This aeronautical study revealed that the structure does exceed obstruction standards but would not bef any, re ir navigation provided the following condition(s) , i -As a condition to this determination, the structure should be marked and/or lighted in accordance with FAA Advisory oari is (Mrc}lar 7 _ 70/ 460 1J, 13 . Obstruction Marking and Lighting, Chapters ., -It is required that the enclosed FAA Form 7460-2, Notice of Actual Cnsttion or Aieio abandoned or: ompleted and returned to this office any time the roject is At least 10 days prior to start of construction (7460-2, Part I) xWithin 5 days after construction reaches its greatest height (7460-2, Part II) This determination expires on l0/07/00 unless: (a) extended, revised or terminated by the issuing office or (b) the construction is subject to the licensing authority p of the Federal uctionipermit6has beenCommission filed, as and requiredpbyctheoFCC. for i construction moh p within 6 months of the date o£ this determination. In such case the determination expires on the date prescribed by the FCC for completion of construction or on the date the FCC denies the application. % • • • EXHIBIT "D" u7/10/2003 ua:JC YAA a,~scoria.* ----•--- --- - -- • NOTE: REQUEST EFFECTIVE PERIOD MARKED OR DELIVERED TO THIS OFFICE LEAST IS DAYS TPRIOR ATO N MUST BE POSTMARKED THE EXPIRATION DATE. -As a result of this structure being critical to flight safety, it is required that the FAA be kept appriiasFtoAA ththe sstatus cof tins project . Failure to respond to period this determination. • This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, frequency(ies) or use of greater power will void this determination. Any future, construction or alteration, including increase in heights, power, or the addition of other transmitters, requires separate notice to the FAA. This truction ment does, e beoused duringg actualeconstructionh as cranes,h derricks, etc. , thisyequipment shall not exceed the overall of heights ht structure.indicated However, et which has a height greater than the si as c above. Equipment notice to the FAA. studied structure requires This determination concerns the airspace c effect ofr this stri Luo the safe e and efficient use of navigable airsp Y st does not relieve sponsor of compliance responsibilities relating to any law, ,ordinance, or regulation of any Federal, State, or local government body. A copy of this determination will be forwarded to the Federal Communications Commission if the structure is subject to their licensing authority. • NOTE: This aeronautical study included evaluation of a 753 foot AGL structure that exists at this time. Action will be taken to ensure aeronautical charts are updated to reflect this existing height and the' most current coordinates/elevation as indicated in the above description. If we can be of further assistance, please contact our office at 425-227-2536. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 99-ANM-0031-OE. Ca41a2reeealft&• . (EEO) Specialist, AIRSPACE BRANCH cc: NOS w/map 7460-2 Attached • • • • • i. . • EXHIBIT "F" Graydon Head & - Ritchey LLP Attorneys at Law Jeffrey L.Stainton Direct Dial: (513)629-2822 E-Mail: jstainton@graydon.com July 30, 2003 Kenneth F. Lind, Esq. Lind, Lawrence & Ottenhoff 1011 Eleventh Avenue Greeley, Colorado 80631 Re: Acquisition of KUAD-FM by Regent Broadcasting of Ft. Collins, Inc. Dear Ken: As we discussed, Graydon Head & Ritchey, LLP represented Regent Communications, Inc. and Regent Broadcasting of Ft. Collins, Inc. ("Regent") in its recent acquisition of 12 radio stations, including KUAD-FM, Windsor, Colorado (the "Station"), out of a Chapter 11 bankruptcy proceeding from Brill Media Company, LLC and its 35 subsidiaries (together, "Brill Media"). You have requested that I provide you with a letter outlining the background and timing of this complicated acquisition in order to assist you in obtaining a building permit from Weld County, Colorado related to construction at the Station's main tower site to extend the tower from approximately 600 to 750 feet(the "Proposed Tower Construction"). 1. The bankruptcy case related to Brill Media was initially filed on January 17, 2002. Due to the contentious nature of the bankruptcy proceeding, the Bankruptcy Court removed substantially all of the control over the Station's operations from Mr. Alan Brill and his management team and appointed Bridge Associates, LLC, as Bankruptcy Administrative Officer, to act as a surrogate owner of the Station. Bridge Associates is not normally in the business of operating radio stations. 2. Regent entered into an Asset Purchase Agreement with Brill Media to acquire the Station on August 22, 2002 (the "Purchase Agreement"). The Purchase Agreement was the result of Regent's successful bidding during an auction process conducted by Bridge Associates under the supervision of the Bankruptcy Court. 3. Prior to entering into the Purchase Agreement, Regent had very limited opportunity to conduct due diligence on the Station's assets and operations. After signing the Purchase Agreement, Regent completed its engineering inspections sometime in December 2002, and determined that another station being acquired, KTRR-FM, Loveland, Colorado, was not operating in compliance with its FCC license. Regent's due diligence also uncovered that Brill Media had an undisclosed Construction Permit filed with the FCC to extend the height of the KUAD tower as www.graydon.com Mailing Address Cincinnati Office Kentucky Office P.O. Box 6464 1900 Fifth Third Center 2500 Chamber Center Drive Cincinnati, Ohio 45201-6464 511 Walnut Street Suite 300 Cincinnati, Ohio 45202-3157 Ft. Mitchell. Kentucky 41017-7070 telephone (513)621-6464 telephone(859) 282-8800 fax(513)651-3836 fax(859)525-0214 contemplated by the Proposed Tower Construction. Brill Media also had a number of Construction Permits in various parts of the country that Regent had to ascertain which ones had value and which could be abandoned. 4. Despite the lack of any meaningful assistance from Mr. Brill, Regent was able to further determine that one possible solution for the KTRR engineering problem may be to follow through on the Construction Permit to extend the height of the KUAD tower and move KTRR to that same tower. Regent was also considering an alternative solution of moving KUAD to a completely new tower site (the "Alternative Site"). Regent then had to engage engineering professionals to determine which approach was the best solution. 5. Due in large part to the complexity of the Bankruptcy case and a host of other due diligence issues, Regent was not able to consummate the purchase of the Station until February 25, 2003. As of this date no viable solution to the KTRR problem had been resolved. Regent and Bridge Associates agreed to close the transaction despite all of the problems and Regent received a reduction in its purchase price of several hundred thousand dollars to deal with the KTRR problem. Regent's immediate focus upon competing the acquisition was to try to turn around the operations of the 12 stations in 4 markets that had been languishing for over a year. 6. It should be noted that Brill Media's Plan of Reorganization was just confirmed by the Bankruptcy Court on July 16, 2003, and that Mr. Brill, the creditors, Bridge Associates and other parties involved have filed multiple claims against each other. Regent continues to be involved in the final resolution of this case. 7. I understand that Regent's negotiations with respect to the Alternative Site were abandoned by late May when it became evident that the mountainous site chosen had significant issues that made construction impractical. Thus, Regent has now been able to make the determination that the Proposed Tower Construction is the best engineering solution to the KTRR problem, and would like to start the Proposed Tower Construction no later than mid-September, 2003. This target start date is critical due to the fact that the Construction Permit issued by the FCC for the Proposed Tower Construction is set to expire on November 22, 2003. Given the obstacles that Regent has had to surmount to complete this acquisition and the complexity and disputed nature of the bankruptcy case, it is evident that Regent proceeded in a commercially expeditious manner to reach this point of requesting an expedited building permit from Weld County for the Proposed Tower Construction. It is also evident any delay in the timing of this request was not substantially within Regent's control. Please advise if I can be of any further assistance in this matter. Best regards, GRAY! :D & RITcHEY LLP c Dave Remund/Regent Communications John Kropp i :ype:NNIBLDG Vers:301 North Building Combo Sub-Type:COTH(Activity) f, 1 - ,_ ,,,�- .. -;:..JJ--- Permit N: FN-030382 Location:ISE419 08 66 Status: APPLIED APPLICANT:JLIND KEN _ Date: 08/27/2003 Back Stop r . :-. :•i''''- ..,'!.N.:.--;61lY 5 - flaw Information r r, ©�� Desc L& Update ♦ Exit Back Parcel No: 10553.19-0-00-005 .. Owner: IDUMLER VERA L TRUSTEE(la INT)& ' - DUMI. f _ • Status: rAPPLIED Written By: BJM „, Description: 'REPLACING COMMERICAL TOWER WITH 753 FT TELECOMMUNICATIONS ". a Location: I S E4 19 08 66 Town: TMS� =' App Type: I COTH I_J (S=SFR,M=MFR,C=COM,1=IND +NEW,ADD,ALT,DMO,0TH) E its .Class Code: 329H #Units: IIBIdgs: IT ' Pub Own: EN .-� -_ (COMMUNICATIONS TOWER _ .. _. t,'if.;';-.;,:-.-7.:;;:-..::=,a_ - Occupancy: — Type of Const - - __ Use(BEMP): JB FHD Panel Number. _ _ _ - - lnsp Area: B4 Valuation: $450,000.00 Sec/Twn/Rng: 19 08 66 Applied: 08/21/2003 Zoning: _/_!_ lnit: I- Plan Ck Exp: 02/1712004 ..::,,-.L1.: Building App: _/_/ !nit: I Permit Exp: _/_/_ Issued: I7=7---- Ink r- Cert of 0cc: _/_/ its Reserved ILicensee:Weld County-Co I Serial Number: 6157 Users:025 I Version:v.4.7.18 ;leStartI l I [6 0 I. g' 'PERMITS'Plus I...1 X.77 Weld County,C...1 „'WBT-PrntScrn....1 I J ®ell JO 1 11:14 AM Identify Results } Page 1 of 1 WELD COUNTY ASSESSOR PROPERTY PROFILE Account#: R0634486 Parcel#:055319000005 Tax Area:0915 Bordering County: Acres: 156 Township Ranee Section Quart.Sec. Subdivison Name Block# Lot# 08 -66- 19 -0 - - Owners Name&Address: Property Address: DUMLER VERA L TRUSTEE (1/2 INT) & Street: 1502 SHERRI MAR ST City: LONGMONT, CO 80501 Business/Complex: Sales Summary Sale Date Sale Price Deed Type Reception # $0 Legal Description 187748 SE4 19 8 66 EXC UPRR RES (4R) Land Valuation Summary Land Type Abst Code Unit of Number of Actual Value Assessed Measure Units Value Commercial 2130 Acres 5 Agricultural 4127 Acres 113 Agricultural 4147 Acres 4.23 Agricultural 4147 Acres 6 Agricultural 4147 Acres 19.27 Agricultural 4147 Acres 8.5 Land Subtotal: 156 $6,112 $1,780 No Buildings on Parcel .uuw. -•- 07-3i-2p03 01:46pm From-LTG-FT COLLIu u 6702040652 I-0(a r certain colors. p!cs 9!'' erg. ��'':"�� ' 111111111111111111 1111111111111111111111111111 3045212 0312612003 11:49A weld County, CD • 1 of 6 R 31.00 0 0.00 Stove Moreno Germs GNMENT OF LEASE This Assignment of Lease("Assignment") is made as of the 25th day of February,2003 212 by and between REGENT BROADCASTING OF FT.COLLINS,INC.,a Delaware corporation("Assignee'),and NORTHERN COLORADO RADIO,INC.,a Virginia corporation("Assignor"). 1. Recitals. This Assignment is made with reference to the following facts and objectives: (a) Assignor is a party to a lease by and between Assignor and William E. Dumler and Vera L. Dumler(collectively,"Landlord") dated April 1, 1975,which is recorded at reception no. 02060487 of the Weld County Records, as amended by a Supplement and Agreement to Lease, dated as of November 10, 1994, and by a Second Amendment to Lease, dated as of April 8, 1995 (the "Lease"),both of winch are recorded at reception no. 2435722 of the Weld County Records, pursuant to which Landlord leases to Assignor and Assignor leases from Landlord certain land on which Assignor presently maintains a radio broadcasting tower, j transmitter building and driveway for use in connection with radio station KUAD-FM, licensed t to Windsor, Colorado (the"Premises"). A description of the Premises is attached as Exhibit"A" hereto and incorporated herein. (b) Effective upon the consummation of the purchase by Assignee of radio tistation KUAIl-FM(the"Station")owned by Assignor pursuant to an Asset Purchase Agreement dated August 22, 2002 (the "Purchase Agreement"), certain properties and `assets pertaining CO ti the Station will be owned by Assignee. As a result of the transactions described in this paragraph,the Lease will be assigned by Assignor to Assignee. (c) Assignor desires to assign all its right, title, and interest in the Lease to Assignee,and Assignee desires to assume the Lease. (d) Assignor acknowledges that Assignee will, and is authorized and entitled to, rely upon the representations made herein. 2. Effective Date of Assignment The assignment contemplated herein shall be effective upon the consummation of the purchase by Assignee of the Station from Assignor(the "Assignment Date"), which is expected to be on or about February 25, 2003 and Assignor shall deliver possession of the Premises to Assignee on the Assignment Date. 3. Assignment and Assumption. Assignor hereby sells, assigns, transfers and delegates to Assignee all its right, title, and interest in the Lease. Assignee hereby accepts the assignment and assumes and agrees to pay,perform, observe, and discharge, from and after the Assignment Date, all of the duties, covenants, conditions,and obligations of the lessee under the Lease which originate on or after the Assignment Date. SKLD LG 172 .20 . 16 . 102 WE 3045212-2003 . 001 0'-31-2003 01:4Bpe From-LTG-FT CoLL "' , 8702040852 T-873 P.003/007 F-bfl 1111111111111 11:69A 11111111 hill{I{111[111111111 Coall6l, CO 2 al 6 R 31.00 0 0.00 Steve Moreno Clerk&Recorder 4. Purchase Agreement Nothing contained in this Assignment shall be deemed to supersede any of the rights, obligations, agreements, covenants, representations or warranties of any of the parties hereto contained in the Purchase Agreement. 5. Counterparts. This Assignment may be executed in any number of counterparts. each of which shall be deemed an original,but all of which when taken together shall constitute one and the same instrument. 6, Choice of Law/Survival of Provisions. This Assignment and the representations made herein shall be governed by the laws of the State of Delaware and are binding me to no on and inure to the benefit of Assignee and Lessor and their respective successors and assigns and other persons or entities. Signatures on page following z SKLD LG 172 .20 .16 .102 WE 3045212-2003 . 002 07-31-2003 01:40pm From-LTG-FT COLLINS 9702646652 1-srs r.uu4ruu r 111r 11111111(11111111111111111111111 n111111 IM II 3016212 03125/2003 11:49A Weld County.CD 3 01 5 R 31.00 D 0,00 Steve Moreno Clerk&Recorder • Witness: REGENT BROADCASTING OF FT. COLLINS,INC. • 6�+.�,� lC Glc By: ✓�z I j1 Printed Name: t f: ` . Gi%-e-'r Name: Y.e ,.t 5. Qcaps Pr d ame: Saul 57A-,,.r/r�r.l Its: r1,;tC .�J•lee• oC ca( Witness: NORTHERN COLORADO RADIO,INC. By; Primed Name: Name: Anthony H.N. Schnelling Tide: Bankruptcy Administrative Officer Printed Name: COMMONWEALTH OF KENTUCKY) );SS COUNTY OF 4‹2n'ic`r'` ) The foregoing instrument was acknowledged before me this 15+1"-day of 1-tb• , 20P3 by Ter(LAS.So Oa S ,the C.h,“t.c c• oche( of Regent Broadcasting of Ft. Collins,Inc., a Delaware corpotation,on behalf of the corporation. t90 ;. n IdJUDITHT. STANCEL Qt 1„Ut _i. d{cu�y notary PugliaSperlN {t y�Public MyrArntttlr31ar9tpltm6rpmttrerrit• My Commission expires on: 5 II,logy-- STA OF ) ): SS COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2003 by Anthony H. N. Schnelling,Bankruptcy Administrative Officer of Northern Colorado Radio, Inc„a Virginia corporation. Notary Public My Commission expires on: 3 SICLD LG 172 .20 . 16 . 102 WE 3045212-2003 . 003 OT-31-2003 01:49pm From-LTG-FT COLLINS 9702040652 T-873 P.1M/inn r-siu 11111111111111111111111111 III 1111111111111HIE 3045212 03/2812003 11:49A Weld County, CD 4 of 6 R 31.00 0 0.00 Steve Moreno Clerk A Recorder Witness; REGENT BROADCASTING OF FT. COLLINS,INC. By. Printed Name: Name: Printed Name: Its: Witness: THERN Q� COLORADO TO INC. Printed Nam /JgyrD A/ faany4" ame: Anthon H.N. Schnelling Title: Bankrup y Administrative Officer tO� Prin Name:' -7&7100-4,-.0„...n._. COMMONWEALTH OF KENTUCKY) ): SS COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2003 by , the of Regent Broadcasting of Ft.Collins,Inc., a Delaware corporation,on behalf of the corporation. Notary Public My Commission expires on: STATE OF ) ): SS COUNTY OF 4 ) The foregoing ins ent was acknowledged before me this day of R4.V , 2003 by Anthony H. N. Schnelling, Bankruptcy Administrative Officer of Northern Colorado Radio, Inc.,a Virginia corporation. 1 ew•-ev--- No Public IOPHYNff OLELOH01.a �pi1 My Commission expires on: F......NOTARY..Mr comm.aSC11MS::uf. 3 • SKLD LG 172 .20 . 16 . 102 WE 3045212-2003 . 004 07-37-2003 01:49pm From—LTG—FT COLLINS 0702040652 I-nra r.uuc,uur r ' IIIIi1I:1111 IIII1I11111Illll11111111111111111111111111 3045212 0312612003 11.494 Weld County,CO - 5 of 8 R 31.00 D 0.00 Sine Moreno Clerk&Recorder This document prepared • In its uneyecuted form by: Christine E.Oliva,Esq. Graydon Had 8 Ritchey LLP 1900 Fifth Third Center 511 Walnut Street Cincinnati,Ohio 45202 Qi_LOS:32$1932 a SKLD LG 172 .20 . 16 . 102 WE 3045212-2003 . 005 Et-0I-zoos UI:4422 rr0R Liu ri LULLIN3 0104Y4Wwoi I1IIIII 11111111111111111111111111111el III IN NIL 3016212 03/2512003 11:40A Weld County, CO 6 of 6 N 31.00 D 0.00 Steve Marano Clerk 8 Recorder EXHIBIT A A TRACT OF LAND LOCATED TO TEE SOOT EAST QUARTER OP OECTTON 1P, TONNOHIP a NORTH. RANGE 66 WEST OF TH3 6Th P.M., WELD COUNTY, COLnRADO, Alm Dl3M, MORE PARTICULARLY DESCRIBED AS YOL.LOPS; COMMENOISO AT TAE SOUTHEAST CORNER OF SAID SECTION 10 AND CONEIDIR NO TSB SOUTH LINE Or SAID SOUTHEAST QUARTER TO REAR SOOTS 90"00.00' WEST, AND ESTE ALL OTDiO' DEAEINOS CONTAINED =REIN Pu zarnrs TSERSTO7 THENCE SOULS 90"00'00' WEST, 1116 19Et ALONG SAID SOOTS LINE/ TM= NORTH 00.00.00" EAST, 104.10 PET To THE TRUE POINT OF DSOINNI7O, TNPATCS NORTE 41.10.10• RE61% 580.74 PEET, TIMMCE NORTH 90'00.00" NEST. 77.70 rani Thames Nowt 00.00.00" EAST, 33.20 FEET To A "POINT AN; THENCE 607!8 71.25'40" WEST, 147.16 rltT, !SORTS SCUM 18.34'10• EAST, 10.00 FRET, THEN¢ souTH 71026,609 REST, 300.00 RZST, TUMOR NORTH 18.34.20' NEST. 20.00 PERT, TIERCE NORTH 71"15.40" EAST, 300,00 PEST, TEEN= ROOTH 7.8.34.20- EAST, 10.00 ZIT, TRENCH NORTH 71.25'40' FAST. 147.25 en= RYrOENINO YO 6ALD "POINT All 211 CT NWTE 00.00.00' Mn. 36.35 PEST, TEERCC NORTH 40'10'00• NEST: 25.55 FEET; THENCe MA= 11.36'30' EAST. 147.66 FEET, Tet/Ce NORTH 90.00'00• EAST. 517.00 PEST, THENCE SOUTH 00'OO'00' NAST. 1366.58 FEET To TEE TRUE POINT or DPAINNIDO. COMITY OP CD. STATE or COLORADO. 5 SKLD LG 172 . 20. 16. 102 WE 3045212-2003 . 006 Mat-21-03 11:42 From-GRAYDON HEM ;ICHEY LLP 1-829 P.002 F-119 NCR-13 A,. r 'i.Ej F•i + � AL ARP435Z22 2435722 H-1459 F-311 04/26/95 03 :32P PG 1 OF 22 REC DOC Weld County CO Clerk & Recorder 110.00 SECOND AMEND vfENT TO LEASE THIS SECOND AMENDMENT TO LEASE, dated this day of , 1995, by and between WILLIAM E. DUMLER and VERA L. DUMLER (the " essot") and NORTHERN COLORADO RADIO, INC., a Virginia corporation (the "Lessee"), recites and provides as follows: RECITALS. Pursuant to a Lease Agreement dated April 1, 1975 between the Lessor and Wells- Tennessen Tower Company, a Colorado general partnership (the "Assignor") and recorded on July 11, 1986 in Book 1119 at Reception No. 02060487 of the records of the Clerk and Recorder of Weld County, Colorado (the "Weld County Recorder") (the "Original Lease"), the Lessor leased to the Assignor a sixteen (16) acre tract of land situated in the Southeast Quarter of Section Nineteen (19), Township Eight (8) North, Range sixty-six (66), West of the 6th P.M. in Weld County, Colorado (the "Premises") for the installation and operation of a 600 foot communications transmission tower with building for control equipment (the "Transmission Facilities"). The Transmission Facilities were required lo be located on no more than two (2) acres within the Premises (the "Tower Site"). The term of the Original Lease was extended until April 1, 2005 (the "Term ") under the provisions of a Lease Extension Agreement between the Lessor and the Assignor dated May 10, 1993, a copy of which is attached hereto as Exhibit A (the "Extension. Agreement"), and the Lease was amended by a Supplement and Amendment to Lease between the Lessor and the Assignor dated November 10, 1994, a copy of which is attached hereto as Exhibit B (the "First Amendment"). As used herein, the "Lease" shall mean the Original Lease as extended and amended by the Extension Agreement and the First Amendment. The Assignor has agreed to assign all of its rights, title and interest in, to and arising from the Lease and the Transmission Facilities to the Lessee pursuant to the terms of a Purchase and Sale Agreement dated November 11, 1994 by and between the Assignor and Denver Television, Inc. ("DTI"), as modified by a Notice of Election to Purchase last executed by the Lessee and the Assignor on , 1995 (the "Purchase Agreement"). The Lessee has agreed to purchase the Lease and the Transmission Facilities and all rights and benefits relating thereto from the Assignor.in accordance with the terms of the Purchase Agreement provided, among other things, that the Lessor executes and delivers this Second Amendment. • AMENDMENT. NOW, THEREFORE, for and in consideration of the premises, Ten Dollars ($10.00) cash in hand paid and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto hereby agree as follows: 1. Consent to Assienrttent. The Lessor consents to the assignment of the Lease by the Assignor to the Lessee upon the terms and conditions set forth herein, and the Lessee Mar-,2I-03 11:42 Fram-GRAYD0N HEAr .ICHEY LLP T-929 P.003 f-11B • 2435722 5-1489 P-311 04/26/95 03: 32P PG 2 OF 22 r under of the Lease, as f to in, all s of the on andlgations of the afterr the date hereof.o The Assignorrisshereby released from modified herein, arising all liability arising under the Ldnse on and after the date hereof. 2. Re ewnal O ty_ i • Thee'ssee shall ten year have the p option riods ("Renewal "Rhe en pal O Periodsption") "),rtheta the Term of the Lease for two (2) first Renewal Option exercisable by giving written notice of the exercise of such option to the Lessor at least ninety (90) days before April 1, 2005. and the second Renewal Option . exercisable by giving written notice of the exercise of such option to the Lessor at least ninety (90) days before April 1, 2015. 3: Rental Consideration. Section Three of the Original Lease entitled "Rent" and paragraph 2 of the Extension Agreement are hereby deleted in their entirety, and the Lessee hereby agrees to pay the following rental consideration for the Premises to the Lessor as follows commencing on the date hereof: a. Lumo-sum. Upon the Closing of the Purchase Agreement, the Lessee shall deliver to the Lessor the sum of Two Thousand and 00/00 Dollars ($2,000.00). b. Monthly for the Remainder of the Term. Beginning on the first day of the month immediately following the month in which the Closing of the Purchase Agreement occurs, the rent owed under the Lease shall increase to Two Hundred and 00/100 Dollars ough and tive, the Lessee per onth prepayr h month an annual basis by paying gto the March Les Lessor on n any nyannuae basis the mayngssuc prep Y during such period the sum of Two Thousand Two Hundred and 00/100 Dollars ($2,200.00). c. First Renewal Option. The Lessee shall pay the Lessor base rent monthly on the first (1st) day of each month during the first Renewal Period in an amount equal to the sum of Three Hundred and 00/100 Dollars ($300.00). d. Second Rem l Option. The Lessee shall pay the Lessor base rent monthly on the first (1st) day of each month during the second Renewal Period in an amount equal to the sum of Four Hundred and 00/100 Dollars ($400.00). e. Cost of Livin Adjustments During the Renewal Options. At the beginning of each Renewal Period, the total monthly rent for each month during such Renewal Period shall be determined by adjusting the base rents described in subparagraphs dtdeo above st to reflect the total cost of living change over the prior ten (10) year period; cl f living change over the prior ten (10) period decreases, in which case no adjustment shall be made for the ensuing ten (10) year period. The base rent for the Renewal Period shall be multiplied by the same percentage as the total percentage change in the cost of living average for the previous ten (10) year period of the Lease, as modified herein, as reflected by the "All-Items Figures" set forth in the "Revised Consumer Price Index — Cities (1982-84 100) -- All-Item Figures for All Urban Consumers" published by the United States 2 Mar-25-03 11:42 From-GRAYDON HEAD .CHEY LLP 1-829 P.OO4 F-110 2435722 B-14S9 F-311 04/26/95 03:3_19 PC 3 OF 22 lly. That Department of Labor, Bureau of Labor Statistics, Renewal Penoannualhe total r prod ltd hall h then be added to the base rent for the applicable pPl cab month during such period. If said index is not published throughout the continuance of the Term and any of the Renewal Periods, if any, then another index generally recognized as authoritative shall be selected by the Lessor and applied. f. Renta sid`'ration from Existing Users. The Assignor has granted the right s in addition to i use the r Tr"). The n Facilities Users to along withaedescript n of o the Lessee (the hheir applicable licenses "Existing Users"). The Existing from the Assignor, are more fully described on Exhibit attached hereto and by this reference incorporated herein. During the Term hereof and any Renewal Period, the Lessee shall pay the Lessor twenty percent (20%) of any increase in the gross amount actually received by the Lessee as rental or fees from the Existing Users under their current agreements or any amendments or extensions thereto over the amount of such rentals or fee e the in effect cs of the date of this Second Amendment. Any amount due hereunder shall be payable sor monthly on or before the twentieth (20th) day of each month commencing on the twentieth (20th) day of the month next succeeding the date hereof. This rental obligation shall only apply to an increase in rentals or fees and not to any increase which is due because of an increase in the Lessee's expenses for fire, extended coverage, liability insurance or utilities as may be provided in the agreement. This provision shall not pertain to any amounts received as rental arising from the Lessee's own broadcast operations. The Lessor may, upon reasonable request and with at least ten (10) business days' prior notice to the Lessee, inspect the books and records of the Lessee solely with respect to the rentals and other fees received by the Lessee from the Existing Users. g. Re tal Consideration from New Licensees. In addition to the monthly rentals described above, the Lessee shall pay the Lessor as additional rent twenty percent (20%) of all gross rents or fees actually received by the Lessee from all new license or rental agreements of the Transmission Facilities granted after the date of this Amendment, with e exception of any license or rental agreement pertaining to the Lessee's own broadcast operations. The Lessee is under no obligation to grant additional license or rental agreements. Any amount due hereunder shall be payable to the Lessor monthly on or before the twentieth (20th) day of each month commencing on the twentieth (20th) day of the month next succeeding the date hereof. The Lessor may, uponreasonable nle request and records o of least ten (10) business days' prior notice to the Lessee, inspect books Lessee solely with respect to the rentals and other fees received by the Lessee from such new licensees. 4. Right of Ingress and Egress. Notwithstanding anything contained in the Lease as amended to the contrary, the Lessee shall have the right of ingress and egress to and from —the Premises and the Transmission Facilities for access to a public road on, over and across the property of the Lessor adjoining the Premises by means of the road historically and 3 Mar-25-03 11 :43 From-GRAYD0N HEAD ICHEY LLP 1-829 P.005/054 F-119 • 2435722 a-1489 P-311 04/26/95 03 :32P PG 4 OF 22 currently used for access to the Transmission Facilities from Weld County Road 90 or any similarly convenient access hereafter created by the Lessor or other user of such adjoining property after notice to the Lessee. 5. Lessor's Righ[` ef sa . In the event that the Lessee desires to sell the Transmission Facilities and/or assign its rights under the Lease as amended herein to any party other than the Station Purchaser (hereinafter defined), upon receipt of a written offer to a copy of purchase (the "Offer"), the(30) dayssee shall s in which to notify hevLessez that it will Offer purchase or receive who shall have o rty Y assignment of the Transmission Facilities on the same terms and conditions as those contained in the Offer. If the Lessor notifies the Lessee within such thirty (30) day period, the purchase and/or assignment shall close no later than ninety (90) days after die Lessee receivesr does not o notify ty such notice. Lessee shallt the have the oright to sells the Transmission on Facilities Lessee in such and assign (30) day period, the Lease; as amended, to the offeror on the terms and conditions contained in the Offer subject to the provisions of paragraph 11 herein. Upon the closing of the transaction described in the Offer with the offeror, the Lessee shall pay to the Lessor ten percent (10%) of the gross proceeds of such sale and assignment. 6. Lessee' Right of First Refusal_ Section Fifteen of the Lease'entitled "Right of First.Refusal" is hereby deleted in its entirety. '7. Abandonment of Transmission Facilities. If during the Term or the period of any Renewal Option, the Lessee desires to abandon the Transmission F Facilities, date itnotify the Lessor of such desire to abandon not less than sixty (60) Y prior o abandon the Transmission Facilities. Upon receipt of notice of such desire to abandon, the Lessor shall have thirty (30) days to notify the Lessee whether the Lessor shall accept such abandonment. If the Lessor agrees to accept such abandonment, the Transmission F acilities shall become the property and full responsibility of Lessor, subject to any ooptoweng , and in agreement in effect between Lessee and the owner/operator of the adjoining such event, the Lessee shall have no continuing obligations under the Lease as it may be amended from time to time. If the Lessor refuses to accept such abandonment, the Lessee shall continue to remain obligated under the terms of the Lease as then in full force and effect until the end of the Term or the Renewal Period then in effect. 8. Environmental Protection -.Lessee• Lessee agrees to comply with any and all reasonable rules which may be imposed at any time during the Term and any renewal thereof by Lessor's insurance company regarding the any and all ameliorationn of risk regulations osed and by lawsctromw netic rays and/or fields as well as to comply with may be applicable to Lessee at any time during the Term and any renewal thereof pertaining to electromagnetic rays and/or fields. For purposes of the Lease, as amended, the term "Hazardous Substance" shell mean any pollutant, contaminant, toxic or hazardous waste, dangerous substance, potentially 4 Mar-25-03 11:43 From-GRAYDON HEAD ICHEY LLP T-6Y9 P.006/054 F-119 2435732 2-1489 P-31t 04/26/95 03: 322P PG 5 OF 22 dangerous substance, noxious substance, toxic substance, chemical, tlammable, explosive. crude losive. radioactive material, urea formaldehyde foam insulation, asbestos, PCB, petroleum, oil, or any fraction thereof, or any other substances, the removal of which rea is required, or the manufacture, preparation, production, generation, transfer, handling or ownership of which is restricted, prohibited, regulated or penalized by any federal, state, county or municipal statutes, laws, ordinances, rules or regulations now, mprehensive at any me spns iCom ensation,tand Liability Act, but not limited42 U.S.C.to, the §§ 9601, et seq.), the Environmentalv Response, P Hazardous Materials Transportation Act (49 U.S.C. §§ 1801, et seq.), the Solid Waste Disposal Act of 9006, as amended), the SolideWas euAmendmen Amendments Conservation 1984 the Superfund of 1976 2 U.S.C. q' Amendments and et authorthetion CleanAct Air Act(42 the U.S.C.Federal§§7401, ettPollution seq.), the Toxic Act (33 U.S.C. §§ Control seq.), 651, et seq.), as these laws have been and may be Substances Act (15 U.S.C. §§ amended and supplemented from time to rime (all of the above federal, state, county or municipal statutes, laws, ordinances, rules or regulations now, or at any time hereafter, in effect being referred to collectively herein as the "Environmental Laws,'). Lessee shall not cause or permit to occur (a) any violation of any ,of the Environmental Laws in connection with the Lease, as amended, or Lessee's se and ta,either occupancy of the Premises; or (b) the use of the Premises, or any f t e,pmanufacture,art re efire, troa , directly or indirectly prepare, produce, g transport, store, maintain, handle, dispose of, transfer or process any Hazardous Substance. Lessee shall defend and hold Lessor harmless from all fines, suits, procedures, claims and actions of every kind, and all costs associated n n eer ed ewwith,(including by attorney yend any of its consulting fees), arising out of, or in any undertakings, representations or warranties set forth in this paragraph 8 with respect to electromagnetic rays and/or fields, Hazardous Substances and the Environmental Laws. This obligation to defend and hold Lessor harmless shall survive the termination or expiration of the Lease, as amended. Lessee covenants and warrants as of the date of this Lease Agreement that Lessee has•no actual knowledge of any Hazardous Substances contained on the Premises or of violations of any Environmental Laws relating to the Premises. y with 9. Envirotunental bbe'-c imposed at y tiese during sor the Term s to and any any thereof reasonable rules which may posed electromagnetic by Lessee's insurance company regardingthe amelioration of risk by eleccromae rays and/or fields, as well as to comply with any and all rules, regulations, and laws which may be applicable to Lessor at any time during the term of this Lease Agreement pertaining — to electromagnetic rays and/or fields. Lessor shall not cause or permit to occur: (a) any violation of any the Environmental 5 Mar-25-03 11:43 From-GRAYDON HEAD' ICHEY LIP 1-329 P.007/054 F-119 2435722 8-1439 P-311 04/26/95 03: 32P PG 6 OF 22 • Laws in connection with the Lease, as amended, or Lessor's use and occupancy of the Premises; or (b) the use of the Premises or any part thereof, to either directly or indirectly prepare, produce, generate, release. manufacntre, refine, treat, transport, store, maintain, handle, dispose of, transfer, or process any Hazardous Substance. Lessor shall defend and hold Lessee harmless from all fines suits, procedures, claims and actions of every kind, and all costs associated connected therewithwit (including h by attorney or of any of its consulting fees), arising out of or in any way undertakings, representations or warranties set forth in this paragraph.9 with respect to electromagnetic rays and/or fields, Hazardous Substances and the Environmental Laws. This obligation to defend and hold Lessee harmless shall survive the termination or expiration of the Lease, as amended. s of the e of this Lease Agreement t ssor has Lessor knowledge of s an warrants HazardousaSubstances tcontained on the Premises oraof violations no actual knowledge any of any Environmental Laws relating to the Premises. 10. Mort age or Other Encumbrance. In substitution for Section Eight of the Lease arties entitled "Encumbrance Lessee's eed of crust or othert", the properpinstrum nt etstileaseho d interestat the Lessee freely encumber e by mortgage, • and estate in the Premises, together with its interest in all buildings and improvements thereon, without the Lessor's consent. However, the Lessee shall provide the Lessor written notice of any such transaction together with copies of all related documents. In such event, the Lease as modified herein shall not be further modified.without the written deed of trt of ust or leasehold mortgagee or beneficiary. The execution of any such mortgage, other instrument or exercise of any right, power or privilege thereunder, shall not be held as a violation of any of the tents or conditions of the Lease as amended herein or as an assumption by the holder of such indebtedness personally of the obligations hereof. No such encumbrance, foreclosure, conveyance or exercise of right shall relieve the Lessee of its default hereunder.thirty A leasehold d fromagee or such notice tocuresthel be def ult.vtded notice of any In the event there is default and given (30) Y more than one leasehold mortgagee or beneficiary, all of them collectively shall shall entitled r to one thirty (30) day period within which to cure, and such thirty (30) day p concurrently with any period for notice required to be given to the Lessee. 11. Assi nm ent and Subletting. In substitution for Section Nine of the Lease of u entitled "Subletting and Assignment", the parties agree that the Lessee may not assign any rights under the Lease as amended to a third party without the prior written consent of the Lessor, which consent shall not be unreasonably withheld, , except at no lln all c of mesh shall be of required if such assignment is (a) to the purchaser the Lessee including the FCC license for radio station KUAD-FM or an affiliate of such _ purchaser who shall continue to broadcast such station from the to te Assignor on as Facilities urity given er the closing of such transfer (the "Station Purchaser") or (b) h in connection with the Lessee's purchase of the Transmission Facilities. In addition, the 6 Mar-25-03 11:43 From-GRAYD0N HEAD :HEY LLP T-829 P.008/054 F-119 243572 5-14S9 P-311 04/26/95 03:32P PG 7 OF 22 Lessee may, without the Lessor's consent, sublet all or any part of the Transmission Facilities or assign the Lease as amended in any reorganization or corporate restructuring which might occur in connection with the Lessee or its operations. 12 Oneratinp Agreement with Denver Television Inc. In connection with the reement, the the execution ini g b oadcasting fand the cilities i of es and lessee ofe Purchase gprem premises owned bythe Lessor and and DTI, che owner of d the adjoining oi the Pre Contises, are contiguousproperties.png Su hon aterm and conditions shall be incorporated into operation n of their agreement, into an operating agreement, which such parties may agree to modify from time to time and which shall be recorded with the Weld County Recorder. Subject to the provisions of the next succeeding sentence of this paragraph 12, in the event that the adjoining broadcasting successor or assign of the e is acquired u hIperson shall be subjectytotthe terms of any such agreement then ssor, the possession n effect and thereof recorded with. the Weld County Recorder. In the event, however, that the Lessor or any successor or assign acquires the adjoining broadcast facility by an abandonment thereof or as the result of the occurrence of an event of default under the lease therefor, the Lessor and its successors and assigns shall be subject CO ans of such an copy of such operatng agreement only if ing agreement and not the Lessor shall have been previously provided objected to the terms thereof within ninety (90) days after receipt thereof. If the Lessor exercises its right of first refusal pursuant to paragraph 5 herein or if the Lessor agrees to accept the abandonment of the Transmission Facilities pursuant CO paragraph 7 herein, then, in either event, the possession of the Transmission Facilities by the e Lessor or any successor n or n effect and recorded with the Weld County Recorder.tbject to the terms f any such operating agreement 13. De atilt. Section Seventeen of the Lease entitled "Notice of Default" and Section Eighteen of the Lease entitled "Default" are hereby deleted•in their entirety and substituted with the following provisions: a. Lath. The occurrence of any one of the following event shall COllaitUte a default and breach of the Lease, as amended, by the Lessee: i. The vacating or abandonment of the Premises by the Lessee except in accordance with the provisions of paragraph.7 hereof. ii. The failure by the Lessee to make any payment of rent or any other payment required to be made by the Lessee under the Lease a as atmende, at rand when eenoticedue, where such failure shall continue for a period of ten (10) y thereof is made by the Lessor properly addressed to the Lessee by certified mail, return receipt requested. • iii. The failure by the Lessee to observe or perform any of the covenants, conditions or provisions of the Lease as amended to be observed or performed by 7 Mar-23-03 11:43 From-GRAYDON HEAP ' RICHEY LLP 1-829 P.009/054 F-119 - 2435722 B-1489 P-311 04/26/95 03 :32P PG 3 OF 22 the Lessee where such failure shall continue for a period of thirty (30) days after receipt of written notice (properly addressed to the Lessee by certified mail, return receipt requested) thereof by the Lessor to the Lessee: provided, however, that if the nature of the Lessee's default is such that more than thirty (30) days are reasonably required for its cure, then the Lessee shall not be deemed to to in default if the Lessee commences such cure within said thirty (30) day period and thereafter diligently prosecutes such cure to completion. b. Remedies in Default. In the event of any such default or breach by the Lessee, the Lessor may from time to time, in its sole discretion, with legal notice and . without limiting the Lessor in the exercise of a right or remedy which the Lessor may have by reason of such default or breach, elect to: i. Terminate the Lessee's right to possession of the Premises by any lawful means, in which case the Lease as amended shall terminate and the Lessee shall immediately surrender possession of the Premises to the Lessor. In such event, the Lessor shall be entitled to recover from the Lessee all damages incurred by the Lessor by reason of the Lessee's default, including, but not limited to, the cost of recovering possession of the Premises, reasonable attorney's fees and the unpaid rent and other charges and adjustments called for herein for the balance of the Term or Renewal Period then in effect, less the amount of future rent that the Lessee proves could be mitigated under applicable Colorado law.. Unpaid installments of rent or other sums shall bear interest from the date due at the maximum legal rate; or u. Maintain the Lessee's right to possession, in which case, the Lease as amended shall continue in effect whether or not the Lessee shall have abandoned the Premises. In such event, the Lessor shall be entitled to enforce all of the Lessor's rights and remedies under the Lease as amended, including the right to recover the rent, reasonable attorney's fees and any other charges and adjustments as may become due under the Lease as amended. c. Defaulteror. The Lessor shall not be in default unless the Lessor fails to perform its obligations under the Lease within a reasonable time, but in no event later than thirty (30) days after receipt of written notice by the Lessee to the Lessor and to the holder of any first mortgage or deed of trust covering the Premises whose name the Lessor address shall have been theretofore furnished to the Lessee in writing, specifying wherein has failed to perform such obligations; provided, however, that if the nature of the Lessor's obligation is such that more than thirty (30) days are required for performance, then the Lessor shall not be in default if the Lessor commences such cure within such thirty (30) day period and thereafter diligently prosecutes the same to completion. In no event shall the . Lessee have the right to terminate the Lease as amended, it being agreed that the Lessee's remedies shall be limited to damages and/or an injunction. 14. Tower Site, Section Eleven of the Lease entitled "Construction of New Building and Tower" is hereby deleted in its entirety and substituted with the provisions of this 8 Mar-25-03 11 :44 From-GRAYDON HEAP ' RICHEY LLP 1-829 P.010/054 F-119 paragraph 14. 2435722 8-1439 P-311 04/26/95 03:32P PG 9 OF 22 The Lessee shall have the right to make such the Transmission Facilities. The Lesseeerations, shall remove ements and changes as the Lessee may deem necessary to any existing debris from the Tower Site. The Lessee shall indemnify the Lessor for any claims by contractors, subcontractors, materialmen, laborers or the like from mechanics' liens or other liability relating to any of the Lessee's construction activities within the Premises. • The Lessee shall keep the Premises and all improvements owned by the Lessee on the Premises in good repair and in compliance with applicable local codes. However, the Lessee shall have no obligation to restore or replace, at the expiration or other termination of the Lease as amended, any tower or building located on the Premises. Any improvement on the Premises existing as of the date hereof or any improvement constructed by the Lessee on the Premises and all alterations, improvements, changes or additions thereon shall be the property of the Lessee, subject to the provisions providing for the sale or abandonment of the Transmission Facilities contained in paragraphs 5 and 7, respectively, hereof. Upon the expiration or other termination of the Lease as amended, the Le see all u on written re uest from the Lessor, and at the Lessee' e ' If improvements owned b the Lessee on the Premises and substantially restore the Premises to its condition before the Transmission Facilities were erected. Upon restoring the Premises, the Lessee shall provide the Lessor written notice thereof. The Lessor shall within sixty (60) days of receiving said notice provide written notice of any unsatisfactory restoration. 15. Indemnification. a. Section Thirteen of the Lease entitled "Indemnification of Lessor" is hereby deleted in its entirety and this paragraph 15 is substituted therefor. The Lessee does hereby covenant and agree with the Lessor that it will indemnify and hold the Lessor harmless from and against any and all liability, damages, penalties or judgments arising from injury to person or property sustained by anyone in and about the Premises due to any act or acts of omission or commission of the Lessee or the Lessee's officers, agents, servants, employees, contractors, assignees or invitees. The Lessee shall, at its own cost and expense, defend against any and all suits or actions which may be brought against the Lessor because of any such above-mentioned matter, claim or claims. The Lessee shall carry, or require that any third party using the Premises carry, insurance in an amount that is reasonable and necessary to protect against any and all claims, demands, actions, judgments, costs, expenses and liabilities which may arise or result, arise out directlyor of indirectly, from the Lessee's use of the Premises, except such liability as shallthe negligence of the Lessor. The Lessor shall be named as an additional insured on all such -insurance policies. The Lessee shall h c in uracttat may nce as will protect it from to mall claims under any workmen's compensation laws in 9 Mar-25-03 11 :44 From—GRAYDON HEAR " RICHEY LLP 1-829 P.011/054 F-11B 2435722 B-1439 P-311 04/26/95 03:32P PG 10 OF 22 Lessee. All insurance required hereunder shall remain in force so long as the Lessee uses the Premises as permitted herein. The Lessor shall not be responsible or liable for any damages to any property, fixtures, building or other improvements of for any injury w the Lessee or to any of the Lessee's officers, agents, servants, employees, contractors, customers or assignees, except as may result from any act or acts of omission or commission of the Lessor or the Lessor's officers, agents, servants, employees, assignees, contractors or others on the Premises at the instance of Lessor. b. Immediately following the fourth sentence of Section 6 of the First Amendment, the following sentence shall be added: The Lessor shall, at its own cost and expense, defend against any and all suits or actions which may be brought against the Lessee because of any such use, acts or omissions on the Premises. 16. .Arbitration. a. Subject to the provisions of subparagraph b below, the Lessor and the • Lessee agree to submit to mediation, and, should settlement not occur, to binding arbitration any and all claims, disputes and controversies between them (and their respective'employees, officers, directors and agents) relating tothe administratnd ion,contents of heeLease a lens amended r and its negotiation, execution, performance, completion. Any such mediation and arbitration shall proceed in Denver, Colorado, shall be governed by Colorado law and shall be conducted in accordance with the Commercial of the sociation ("AAA"). Rules and Commercial(30ada Arbitration after service sof a written Demand forrican ation Mediac on by any If, within thirty (30) Yto the party, the mediation does not result in a settlement of the dispute, then any pant mediation may demand arbitration. b. Nothing in subparagraph a above and nothing in the exercise of any right to mediate or arbitrate pursuant thereto shall limit the right of the Lessor to file or institute default remedies under subparagraph 13.b above or under Colorado's forcible entry and detainer or unlawful detainer statutes or limit the right of the Lessee to file or institute default remedies under paragraph 13.c above. c. Any arbitration pursuant to the Lease as amended shall be conducted before es. The a shall submit neutral parties with a d iexperience the arbitratio commercial lis of persons meeting the criteria specified above, t the engaged above, and the parties shall select a neutral arbiter from that list in the manner established y the AAA. • d. Any arbitration conducted hereunder shall be scheduled by the arbiter so 10 Mar-25-03 11:44 From-GRAYDON HEW' RICHEY LLP 1-829 P.012/054 F-119 2435722 B—L439 P-311 04/26/95 03 :32P PG 11 OF 22 that delivhe erypresentation of all demand ide ce nd ar ument will be completed within ninety (90) days afterof the e. In any arbitration pursuant to the Lease as amended, descrbiter shall o the decide (either after reviewing only documents, or with a hearing, at tharbiter) any pre-hearing motions which the parties may file which are substantially similar to motions to dismiss or for summary judgment. f. In any arbitration hereunder, discovery shall be permitted in accordance as in 94. with Chapter 4 of the Colorado e Rules of Civil y be determined by theearbiter,ands on January 1,any discovery disputes Scheduling of such discovery �he arbiter. shall be finally determined by g. The Colorado Rules of Evidence in effect at the time of arbitration shall control the admission of evidence at any hearing in any arbitration hereunder; provided, however, no error by the arbiter in heapplication or entered by the interpretation arbire of the Rules of Evidence shall be grounds for vacating any award r. h. In any arbitration conducted pursuant to the Lease as amended, the arbiter shall not discuss the arbitration, or any part thereof, with any of the parties or any of their officers, directors, employees, attorneys or agents ex parte. In addition, the arbiter shall not discuss the award, or any prospective award, with any other person or entity until after the rendering by the arbiter of his decision. i. In any arbitration conducted pursuant to the Lease as amended, theed arbitero e e shall express his decision, and any award made by him, in a writing to be delih of the panics, which writing shall explain the reasons for the award and the calculation of any monetary award. The arbiter shyl conduced hereunder within thirty (30) days ecision on, and deliver des described writing with respect to, any arbitration after the close of the presentation of evidence by all of the parties to the arbitration. j. The arbiter shall award to the prevailing party, if any, as determined by the arbiter, all of its costs and fees. The phrase "costs and fees" shall mean all reasonable pre and post-award expenses of the arbitration, including the p fees expenses, 7o of arbir,telephone administrative fax fees, travel expenses, out-of-Pocket feestand attorneys' fees. utg p expenses, court costs, k. Any party to an arbitration conducted hereunder may seek reconsideration of all or any part of the original decision of the arbiter by filing a written request therefor with the arbiter and serving the same on all of the other parties to the arbitration within ten (10) days after the date of delivery of the arbiter's original decision. Any ther p o the desiring to respond to such a request may do so within ten (10) 'days after delivery t for reconsideration.re uest(. ether based solely on the documentsrther responses will be dfiledhe oraafterrashall h hearing, as consider any such request(s), 13. µar-25-03 11 :44 From-GRAYDON HEAP RICHEY LLP T-829 P.013/054 F-119 • 243572.2 B-1489 P-3L1 04/26/95 95 03: 32? PG 12 OF 22 he issue his written n on ny u may determine in his sole 30)days after he submission on. The lter lof the last timely-filed request aor such requests within thirty (= ) response. 1. There shall be no right to appeal from the final decision of the arbiter in any arbitration conducted hereunder. m. Suit may be brought, and judgment entered upon, any award entered by the arbiter in any court having jurisdiction and may be enforced and collectd in the omanner judgments of said court are normally enforced and collected. Any party a against a monetary monetary award is entered hereunder en equest,to disclose to the party all information properly discoverable in a proceeding ce, upon such Ruleatter bony, Rulesut the necessity of srviceofunder process c 69 of otherthe papers within ten (10) days of the servre ice of such written service further or papers request. 17. Affirmation of the Lease. Except as amended herein, the Lessor and the Lessee affirm that the entire lease agreeExtment withon the t and is contained ntaFir nt AmendmenttheOriand,l Leaseire s modified and amended by theen execution hereof, acknowledges and ratifies the same. • 18. Notice. Each notice, consent, request, demand or other conununication eq required r ll be in.r permitted under the Leas amended as herein delivered by hand or and shall r FedEx or other have comparable been duly given only upon ( ) receipt five (5) days after having been mailed, certified overnight deliver service or (b) or registered United States mail, postage prepaid, addressed as follows: (a) if to Lessor: • William E. and Vera L. Dumler 13626 E. Bates, #410 Aurora; Colorado 80014-3685 • with a copy to: Mr. D. Scott Dun ler • 4075 Chippewa Drive Boulder, Colorado 80303 (b) if to Buyer: Northern Colorado Radio, Inc. do Brill Media Company, Inc. 420 N.W. Fifth Street, Suite 3-B • 12 Mar:2,5-03 11:44 From-GRAYDON HEA' RICHEY LLP , 1-829 P.014/054 F-119 2435722 B-1439 p-311 04/26/95 03 :32? PG 13 OF 22 Evansville, IN 47703 Attn. Alan R. Brill with a copy CO: Charles W. Laughlin, Esquire Thompson & McMullan 100 Shockoe Slip • Richmond, Virginia 23219 • or when so delivered or mailed to such other place or person as a party hereafter may from time to time have designated in a prior written notice to the other party. 19. Counterparts. This Amendment may be executed in counterparts, each of which shall constitute and all of which together shall constitute one and the same instrument 20. Binding Effect. This Amendment shall not be effective and shall not be recorded with the Recorder of Deeds unless and until Closing, as described in the Purchase Agreement, has occurred. At such time except as otherwise specifically,modified herein, the Lease shall remain in full force and effect, and to the extent that any of the terms and conditions of the Lease contradict any of the terms of this Amendment, the terms and conditions hereof shall be deemed to be controlling. IN WITNESS WHEREOF, the undersigned have executed or caused this Second Amendment to Lease to be executed as of the date first set forth above. illiam E. Dumler _V Q1 r�o "v�(•c Vera L. Dumler STATE OF COUNTY 0 SUBSCRIBED, SWORN TO AND ACKNOWLEDGED before me this../atday of �YJcrr , 1995 by William E. Dumler and Vera L. Dumler. • Alma M. Baurp _ • a Notary Publicarizona Maricopa County Notary Public • My Comnosskin Expires rase 13 M;r 29'03 11:45 From GRAYDON HEAD , :LNEY LLP T-820 P.015/054 F-118 • Northern Colorado Radio. Inc.. a Virginia corporation By: Its • STATE OF COUNTY �idada,31---C-. � day of SUBSCRIBED,by S � ACKNO G before me this .C the �,,�i of Northern Colorado 2dio, n 1995 in Ra`7di'o,InInc. a Virginia corporation. My commission expires: • No is ` �:� „. ..O" • 2435722 B-1489 P-311 04/26/95 03:32P PG 14 OF 22 W DUML-LS.7 14. K;\ALTSON\SRTIZ\NCR-TO \ Mar-25x03 11:45 from-GRAYD0N HEAD l :HEY LIP T-829 8.01T/054 F-118 . •J M1 Y •• 1 • At1.-STATE•Marl LEASE EXTENSION AGREEMENT 2435722 B-1489 P-311 04/26/95 03: 32P PG 15 OF 22 THIS AGREZMENT, is entered into on the (£; day of �-ytAR JAW between William G. Dumler and Vera L. Dumlefllof Denver, Colorado, herein referred to as "lessor" , and Wells - Tennessen Tower Company, a partnership of Greeley, Colorado , herein referred to as "lessee" . a : • RECITALS The parties recite and declare : A. Lessor and lessee are the parties to a lease ; ;: : agreement dated April 1 , 1975 in which lessor leased to • lessee a portion of the following described premises: Southeast Quarter of Section Nineteen (19) Township (0) North, Range sixty-six (66) , West of the 6th P,M. , Weld County, Colorado . B . pursuant to the terms of the Lease , the rental is $90 per month and was to continue at that rate until ` • 'April 1 , 1995. C . Lease payments have been made through March• 31, .,•' 1993 . D . The parties desire to extend the term of the Lease for an additional, ten years and to modify the rental amount commencing April 1, 1993 . !' IN CONSIDERATION of the mutual covenants contained in this agreement, the parties agree as follows : • 1 : The expiration date set forth in the lease of • April 1 , 1995 is hereby extended to April 1, 2005 and all J . • references in the lease to the date April 1, 1995 are hereby amended to read April 1 , 2005 ., 2. Commencing April 1, 1993, the rental shall increase to $110 per month for a period of five years. At the end of the five year period, the rental shall increase • to . $125 per month for the balance of the term of the lease. • 3 . Except as modified by this agreement, all of the, terms and conditions contained in the. Lease agreement dated • April 1, 1975 shall remain in full force and effect, Mar-2543 11:45 From-GRAYDON HEAD :HEY LLP T-829 P.020/054 F-119 s EXHIBIT. t'; Kt.na 4 iiiiFpNAj70N»-L SUPPLEMENT AND AMENDMENT TO LEASE 2435722 8-1489P-311 04/26/95 O3:32P PG 17 OF 22 This Sup�p• ement and Amendment to Leasea is made enaWilliam entered e into this U day of November, 1994 , by and Dumler and Ve a L. Dumler (hereinafter the "Lessor" ) atnels Wells- Tennessen Tower Company, a Colorado general partnership p (hereinafter the "Lessee") 1. These. ThiS document amends- and supplhe lease 197y ants and treclease agreement between the parties dated April 1, July 11, 1986, in Book 1119 at Reception No. 02060487 Colorado.records of the Clerk and Recorder ofWeldeCoCounty, Cog on April. S i, lease originally had a twenty (20) year 1995 . By a lease extension agreeement entered into 3 , the term of thee weer was the Lessor and the Lessee on May 10, extended to April 1, 2005, and the lease was modified in other particulars set forth therein. The lease agreement of April 1, 1975 , as amended referred ed as the the lease x"BasetensiLeaseon reement of May 10 , 1993 , are herein 2 . ease Premises . The lease premises (hereinafter the. "Premises") consist of a 16-acre tract of land situateRang in West of Southeast Quarter of Section 19 , Township o8n Nowrth, ich the Lessee hof the . 6th P.M. , Weld County, Colorado, erected certain improvements, including a communications transmission to the alding. The lenoe also more pthande2 s (acres hat a tract Premises containing wfthrn "Improvements Site") is reserved for a building, (hereinafter n the =mP ingress and egress purposes . The parties guy wire anchors and for ythe 16-acre tract constituting the desire to further identify Premises le and the riPtionmWhich Site. Attached hereto defines the (said is a legal descrip Premises within which is located the Improvements Site. The parties heshown and set forth the on6Exhibitr"Rises under the Base Lease is as 3 . - New Tower and New • ease. , Pursuant to a sein parathe e agreement, the Lessor leases appro imIn Lela 39 acres adjoiningtthe Premises to Denver Television, ("Denver Television" ) , under a lease dated November 10, 1994 (hereinafter the "New Lease") . Denver Television has constructed and will operate a communications transmission tower an dna accessory ory buildings and equipment on this leased property "New Tower") . • , q , cross Easements for Exist' ower d for New Tower. Lessor hereby establishesand creates an easement on the Premises for access to the New Tower across s and anchors supporting the road on the Premises hNew provides we such ee access, for guy Tower as necessary ain th e event the for Sufficient tower"clean should fall fall, an for area New Tower (i.e. for the benefit of the sufficient to contain the fallen tower) _� — 4-h.. NPw Lease. µar-25-33 11:46 From-GRAYDON HEAD CHEY LLP 1-829 P.023/054 F-119 ./• • . ... • 2435722 B-1439 P-311 04/26/95 03 :32P PG 20 OF 22 STATE OF ARIZONA ) ss . COUNTY OF MARICOPA ) . SUBSCRIBED, SWORN TO AND ACKNOWLEDGED before me this 1f&�c/ day of November, 1994 , by William E. Dumler. My Commission expires: / '/a..� aO, /9-77 h y;dy "OFFICIAL SEAL" .(,2 n . er-•: Alma M. Baur Notary Public/ > \;ai'#* MolaryPubric•Arizona • "�'• MuricopaCouny ."�.uL� My Commission Ezpiros yfa/D6 • - STATE OF COLORADO ) ) ss . • COUNTY OF LARIMER ) SUBSCRIBED, SWORN TO AND ACKNOWLEDGED before me this JU,f�/f day _ of November, 1994 , by Joe Tennessen as a General Partner of Wells- Tennessen Tower Company, a Colorado J general partnership. My Commission expires : ihei �1) • �p��•• •- Mfg.. . i I ' " . -1 # --- -1.64 tiota, y Public t i PUBLIC • • • • • 4 . Mar-25-C3 11:46 From-GRAYDON HEAD: :HEY LLP T-829 P.024/054 F-119 _ L•":4tIInIT "A" t0• SUP ' AMENDMENT TO LEASE BY AND DETWEEN• McRAE & SHORT. INC. • • WLLLIAN E. 'DUMLER AND VERA L.' DUMI.ER (LESSOR) 1231'Olh Avenue AND WELLS—TLNNESSEN TOWER COMPANY, Greeley, Colorado OOG31—<,— A COLORADO GENERAL PARTNEItSkLIP• (LESSEE) Telephone (303) 356 3101 Engineering, Surveying, Planning & (And Development -August 16 , 1994 PROJECT NO. 93402 LEGAL DESCRIPTION (OLD TOWER-LEASE A) A TRACT OF LAND LOCATED IN THE SOUTHEAST• QUARTER, OF SECTION 19, TOWNSHIP 8 NORTH, RANGE • 66 WEST OF THE 6th P.M. , WELD COUNTY, COLORADO,' AND BEING MORE PARTICULARLY OESCRIOED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 19 AND CONSIDERING THE SOUTH LINE OF SAID SOUTHEAST QUARTER TO BEAR SOUTH 90° 00'• 00" WEST, AND WITH' ALL OTHER BEARINGS CON- TAINED HEREIN RELATIVE THERETO; THENCE SOUTH 90° 00' 00" WEST, 1216 FEET ALONG SAID SOUTH LINE; THENCE NORTH 00° 00' 00" EAST, 104.20 FEET TO. THE TRUE POINT OF BEGINNING; THENCE NORTH 40° 10' 10" WEST, 820.74 FEET; THENCE NORTH 9O° 00' 00" WEST, 77.70 FEET; • THENCE NORTH 00° 00' ,00" EAST, 33.20 FEET Td .A "POINT A" ; • THENCE SOUTH 71° 25' 40" WEST, 147.25 FEET; • THENCE SOUTH 18° 34 ' 20" EAST, 10.00 FEET; • THLNCE SOUTH 71° 25' 40" WLST, 300.00 FEET; .: THENCE NORTH-18° 34' 20" WEST, 20.00 FEET; : • . . THENCE NORTH 71° 25' 40" EAST, 300.00 FEET; ' THENCE SOUTH 18° 34' 20" EAST, 19.00 FEET; • . •• THENCE NORTH 71° 25' 40" EAST, 147.25 FEET RETURNING TO SAID "POINT A" ; . ' ' THENCE NORTH 000 00' 00" EAST, 36.35 FEET; • t THENCE NORTH 48° 10'. 00" WEST, 25.55 FEET; THENCE NORTH 11° 36' 30" EAST, '747.86 FEET; . . THENCE NORTH 90° 00' 00" EAST, 557.80 FEET; ,• . THENCE SOUTH 00q 00' 00"• EAST, 1366•.53 FEET TO THE TRUE POINT OF BEGINNING; • SAID TRACT OF LAND CONTAINS 16.0000 ACRES (TOTAL.) , MORE OR LESS. 'SURVEYOR'S. CERTIFICATE I DO HEREBY CERTIFY THAT, UNDER MY PERWOMALi5UPERVtS.ION, THIS LEGAL DESCRIPTION WAS PRE— r.' m'., ,, PARED ON AUGUST 15 ; 1994. -:?..?:-.:P .1 ':.,, " • t EitAZO U. McItAL, P1tOPESSIONAL ENGINCL1t` NU_licr;?:. W • • LAND SURVEYOR, COLORADO REG. NO. 6616 .(.f""•'Irl!l:a:n:'.1-:*" Map #1 LARGE KUAD TOWER MAP LOCATED IN BACK OF FILE FRONT STAFF CHECK LIST: ` \ , a ISSUED DATE/i : v . WRITTEN BY: J"Iqq Sii N PROOF OF OWNERSHIP: O Deed \itOther \__- PLOT PLAN SEPTIC PERMIT: Issued: Concerns: WATER INFORMATION: O Tap Agrmt O Well MH INFO: 0 Make O Year 0 Siz O Serial # O Color /LANS: FR.Desk Review:/e,!/ TO P/E: C. �JAPPROVED BY: RIF to Wen /I �� OTHER: 'q Ch a0 ZONING CHECK LIST: Gt./.(9-D 7717-1/02--) BUILDING TECH: \ 9z e3 ADDRESS: /eZ0009 CC fd "e New O Existing LEGAL: fi I SI6`/ /9- j-4,6 PARCEL: O SS`3—/r 40606 - DESCRIPTION: O Principal Dwelling O Manufactured Home O Access.Structure 14622_311m /Indust O Access._ to Farm O Auxiliary Quarters O Addition/Remodel O Medical Hardship O Electrical Only AlA— /22 Div Othj g' / re.beserm, -�-2..ru-vv — /1� a -2-V ZONING: . FLOOD PLAIN: /(ilk ZONE: C-- PANEL: 63?-SC AP OVERLAY: —GEO OVERLAY: — RIF AREA: ACRES/LAND AREA: ? O Greater than 80 0 Before Zoning: ❑ Subdivision: S- Lot: Bloc . �4(D5 75 ❑ Recorded Exemption: Lot RE- Date: .6,°413349 'JP ❑ S division Exemption: SE- Date: 66R(l- 7,) y7 O SPR- O NCU- ,y ,, O Other: 1 ❑ Ord ₹01¢/l\AUD O Oil/Gas O ZPMH- C�Gp_q e-xFr�- r - - J SETBACKS: O Do not apply ❑ ptdg Envelope Blddg gt: 7 N - 4,26' Setback Offset r From: Property Line_ R ROW_ s - afZCJ' Setback__�Offset�From: Property Lin CORa ROW_ E - a.5 / Setback Offset •C From: Property Line '1[ R ROW_ W - a' Setback t_ Offse From: Property Line!o COR ROW_ r Weld County Building Inspection Department 1555 North 17th Avenue,Greeley,CO 80631 970-353-6100,Ext.3540 Fax:970-304-6498 Permit# BCN-030382 Status ISSUED Applied 08/21/2003 Issued 09/09/2003 Expires 03/07/2004 Job Address 12665 CR 90 WEL Job Location 12665 CR 90 - KUAD TOWER Job Description REMOVAL OF EXISTING TOWERS&REPLACING W/753'GUYED TELECOMMUNICATIONS(READIO &TV)TOWER-NO ELECTRIC INCLUDED IN PERMIT REF AMUSR-1047/CUP-9(BP05260&BP43369) NOTE: USR/SE IN PROCESS-EARLY RELEASE PER MDM(LIN) Occ. Class U-2 Construction Type: VN Zone District AGRICULTURAL Parcel Number 0553-19-0-00-005 1997 UBC Valuation 450,000.00 APPLICANT LIND KEN 08/27/2003 Phone: 970-353-2323 1011 11 AVE GREELEY CO 80631 OWNER DUMLER VERA L TRUSTEE 08/28/2003 1502 SHERRI MAR ST LONGMONT CO 80501 TENANT KUAD TOWER 09/02/2003 CONTRACTOR PROJECT ENGINEER 08/28/2003 Phone: 812-925-6000 7777 GARDNER RD CHANDLER IL 47610-9637 TENANT REGENT BROADCASTING OF FT CO08/28/2003 Phone: 970-353-9233 600 MAIN ST WINDSOR CO 80550 Minimum Required Zoning Setbacks N- 25 S- 25 E- 25 W- 25 SETBACKS FROM SE BOUNDRY LINES KUAD TOWER-EARLY REL PER MDM FEE SUMMARY Total Permit Fees $4,388.46 Total Payments .00 Balance Due $4,388.46 FEE BREAKDOWN SUMMARY Item#Description Account Code Tot Fee Paid Prv.Pmts Cur.Pmts 2010 Building Permit 100025100-42 2,637.25 .00 .00 .00 2020 Electrical 100025100-42 37.00 .00 .00 .00 2040 Building Plan C 100025100-42 1,714.21 .00 .00 .00 NOTICE The applicant,agents and employees shall comply with all the rules,restrictions and requirements of Weld County Zoning and Building Code Ordinances governing location,construction,demolition and erection of the above proposed work for which this permit is granted.The building Official is authorized to order the immediate cessation of work at any time a violation of the adopted codes or regulations appears to have occured. Violations of any codes or regulations may result in the revocation of this permit. Buildings must conform with the plans as submitted to the Building Inspection Department. Any changes to the plans or lay-out must be approved prior to construction. Any changes in the use or occupancy of the building must be approved. It shall be the duty of the property owner or the person doing the work authorized by this permit to notify the Weld County Building Inspection Department that such work is ready for inspection. This permit shall expire by limitation and become null and void if the building or work authorized by this permit is not commenced within 180 days from the date this permit is issued,or if the building or work authorized by this permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Before such work can recommence a new permit shall be required and the charge shall be 1/2 the fee under the current Weld County Building Inspection Fee Schedule provided that such suspension or abandonment has not exceeded five(5)years. When suspension or abandonment has exceeded five(5)years,the permittee shall pay the full permit fee under the current fee shcedule. Weld County is not liable for workmanship. Permits are not transferable. form:BldgComb (( ,SLIE-[CHAINDEX] ' ._,.. P 1. _ .... I a r COLORADO R G INC I B 105259 JV2.SE4 66 08 119 COLORADO BIG INC 18 I,05260 VV2 SE4 66 ' 08 1 19 ' SCHERRER LEO B.. 09509 VV2 66 108 119 I ' SCHERRER LEO B 11745 W2 166 108. 119 I I PIERCE HERBERT I B 125694 !N2 SE4 NE4 166 108 1 19 I i PIERCE HERBERT a 26084 N2 SE4 NE4 66 08 l 19 34498 NE4 66 08 19 I BEARDGARRY ( I HEJAC JOHN 4 43157 S2SE4NE4 166 08 19 HAJAC JOHN AND DIANNE I�I 43158 S2SE4NE4 166 108 ! I 19 ( I I II b E DUMLER WLLIAM E AND VERA L. B 143369 VV2 SE4 PT 66 08 119 HAJEC,JOHN W&DIANNE M I B I;IIIIIIMIllS2SE4NE4...... 66 108 119 BAILEY BOB AND.SUSAN I®I 03707 S2 N2 NE4 166 108 119 HAJAC JOHN III 03928 ',S2SE4NE4.. .. 166 108 I.19 DENVER TELEVISION KDVR I©I AMUSR-1047 SE4 66 08 119 ' COLORADO R G INC I©I CUP-9 VV2 SE4 PT 66 08 119 SCHERRER LEO&DONNA I©I EIMH-28 N2 66 08 19 1 PIERCE HERBERT I S MHZP-00004 N2 SE4 NE4 66 108 119 I SLIC-ECHAINDEX] ''.v'₹a. via, ., t SE4 - 166 08 i 19 I I TRANSMITTER BLDG .. SE4 166 108 119 I . TRANSMITTING TOWER I ;.,d 166 108 19 I ELEC PUMP HOUSE I • ` 166 08 119 1 . GRAIN GRINDING OPER I r SE4 NE4 f 66.. 108 1 19 1 , POLE BARN I.r SE4 NE4 166 108 119 I I MANUFAC HOME 4... 66Ir _i 08 19 WALKOUT BSMT �;r SE4NE4 _- 66 08 19 1 GARAGE =r SE4NE4 I666 108 19 I FULL BASEMENT I IC SE4 PT I 66 08 119 I ., TOWER I jr SE4NE4 166 108 119 I DECK IP N2 NE4 66 108 19 PRINCIPAL DWELLING .":'SE4NE4 66 108 19 PRINCIPAL DWELLING I I r 4 166 108 119 ' TRANSMISSION TOWER i aSE4 PT 66 108 119 I KFKA RADIO TOWER.:. 66 108 19 I I i MH WITHOUT PERMITS jr SE4 NE4 66 08 19 I PRINCIPAL DWELLING . 4 NE4 PT 166 108 119 . FINANCING PURPOSES i (hi ,\ • BUy.DIN PERMIT APP ATI('.. / as x/ WELD COUNTY BUILDING IN. CCT10Nft WELD COUNTY BUILDING INSPECTION III EL /►1 NORTH LOCATION /�•//�� SOUTHWEST LOCATION �■■r�Gc 1555 N. 17TH GREELEY,O CO 80631 UE /1Th4AL `�+L • )a 4209 CR 24.5 L STRUCTURES NT, CO 80504 "14:;:•"6 COLORADO 18701-353-6100 EXT. 3540 T✓/J/ ,J V1 V (720) 652-4210 EXT. 8730 <� 4-1 PLOT PLANS AND WA / FOR ALL STRUCTURES 0I Lessee Regent Broadcasting of Fort Collins, Inc. PHONE 353-9233 (Quinn Morrison) PROPERTY Ovv NErt MAILING ADDRESS 600 Main Street, Windsor, CO 80550 JOB SITE ADDRESS n/a LEGAL DESCRIPTION SE1 SEC. 19 ,T 8 N, R 66 W DISTANCE FROM LOT LINES OR SUBDIVISION LOT BLOCK N S E W GENERAL CONTRACTOR MAILING ADDRESS ID# PHONE To be determined — Project Engineer -ME6r.ANIP.A6 CONTRACTOR MAILING ADDRESS ID# PHONE - 7777 Gardner Road Electronics Research, Inc. 812-925-6000 Chandler, IN 47610-9637 ELECTRICAL CONTRACTOR MAILING ADDRESS ID# PHONE PLUMBING CONTRACTOR MAILING ADDRESS ID# PHONE PURPOSE FOR PERMIT TYPE OF PROJECT TYPE OF CONSTRUCTION TYPE OF FOUNDATION ❑ NEW BUILDING 0 DWELLING 0 WOOD FRAME 0 BASEMENT ❑ ADDITION 0 PRIVATE GARAGE $] STRUCTURAL STEEL 0 FINISHED-SF: - ❑ REMODEL 0 ATTACHED 0 DETACHED 0 MASONRY 0 UNFINISHED-SF:-_ IS RCPAIR/REPLACEMENT 0 SINGLE 0 2 CAR + 0 REINFORCED CONCRETE ❑ CRAWLSPACE: SF ❑ ELECTRICAL 0 PUBLIC GARAGE 0 BRICK VENEER 0 SLAB O MOVE-IN RESIDENCE 0 STORAGE SHED 0 POLE FRAME 0 CAISSONS ❑ OTHER IT OTHER Tower 0 OTHER ] OTHER concrete steel rebar Tower �1 HEIGHT OF9YEffllRINT65 753' # OF STORIES: # OF FIREPLACES MASONRY: _0-CLEARANCE: _GAS LOG: — CARPORT SIZE: _X — PATIO: 1ST SIZE: —X— 2ND SIZE:—X— COVERED: 0 YES 0 NO NUMBER OF BEDROOMS: DECK: 1ST SIZE: ____X_ 2ND SIZE:_X_ COVERED: ❑ YES 0 NO BATHROOMS FULL: — 3/4: —1/2: — PLOT PLAN ON FILE: ❑YES 0 NO BLUEPRINT ON FILE: 0 YES 0 NO TOTAL LAND AREA: DRIVEWAY ACCESS: ❑ EXISTING 0 NEW -- ❑NORTH ❑SOUTH ❑EAST❑WEST ❑ SINGLE FAMILY 0 TWO OR MORE FAMILY 0 MOTEL/HOTEL#OF UNITS 'E] OTHER Tower • TYPE OF SEWAGE: n/a TYPE OF WATER: n/a TYPE OF HEAT: n/a ELECTRICAL SERVICE: 0 PUBLIC-NAME: 0 PUBLIC-NAME: 0 NAT. GAS-NAME: 1 NAME: PVREA O PRIVATE 0 PRIVATE 0 PROPANE-NAME: SIZE OF SVC: 800 AMPS c-C2 PERMIT #: PERMIT #: 0 ELECTRIC-NAME: CALCULATIONS: .-. PERC. TEST DATE: 0 OTHER SQUARE FOOTAGE: n/a VALUE S 450,000.00 BUILDING FEES ••DO NOT INCLUDE THE FOLLOWING ITEMS IN THE ABOVE PRICE*• _ MAIN LEVEL: "7/1 ) 7 ,'. 2ND LEVEL: LECTRICAL COSTS E n/S FEE S \%-'1- }J 7`. 2 -7 FOUNDATION: CONSTRUCTION METER: ❑YES �}NO FEES �--7_ GARAGE: PLAN CHECK: ❑YES 0 NO • FEE S l _..;j OTHER: OTHER : FEE $ 'V TOTAL FEES S MORE THAN ONE(1) RESIDENCE ON SITE? YES X NO INCLUDE A BRIEF DESCRIPTION OF THE WORK BEING DONE LISTING THE INTENDED USE Applicant is installing a 753 foot telecommunications (radio and TV) tower. I HEREBY CERTIFY THE ABOVF5,d6D ATTACHED ZION IS C RECT AND ACCURATE TO THE BEST OF MY KNOWLEDGE: ' �/ SIGNATURE OF APPLICANT / DATE (,J`/(-Ci3 BUILDING PERMIT FILE FLOW SHEET DATE: COMMENT/ACTION: SIGNATURE Q-6,01Athit , v Ask() )C)3;) 3 'Tt&t4,0, A_ Upti Labbilic �1tt4 lc-CAL. * ltZnnrnaii 0743 61 r t • 7 10-17-2003 Inspection Request Reporting Page 15 4:11 pm Weld County-Co Requested Inspect Date: Monday, October 20,2003 Inspection Area: B4 Site Address: 12665 R 90 W 12665 R 90 - UAD TOWER AMID Information ' Activity BCN-030382 Type: NN1BLDG Su : CNEW Status: ISSUED Const Type Occupancy: Use: B Insp Area: 84 Parcel 0553-19-0-00-005 Applicant LIND KEN Phone: 970-353-2323 Owner DUMLER VERA L TRUSTEE Tenant KUAD TOWER Contractor PROJECT ENGINEER Phone: 812-925-6000 Tenant REGENT BROADCASTING OF FT COLLINS Phone: 970-353-9233 Description: REMOVAL�T OF EXISTING TOWERS& REPLACING W/753'GUYED TELECOMMUNICATIONS (RADIO& USR/SE IN P-ROCESS EARLY RELDEASE PERM M1(LIN)CUP-9 (BP05260 & BP43369) NOTE: Notice: EARLY RELEASE PER MDM (LIN)- LDODGE Notice: PER KIM OGLE - REFER QUESTIONS TO KIM OR MONICA (LIN)- LDODGE Requested Inspection(s1 Item 1 SETBACKS Requested Time 08:00 AM Requester Phone Assigned To 64 ,� Entered By BJMOORE K Action Time Exp: Item 2 FOOTING/CAISSONS Requested Time 08:00 AM Requestor Phone Assigned To 64 /`�' Entered By BJMOORE K Action ,I(/ Time Exp: Item 5 REBAR Requested Time 08:00 AM Requestor /n1 Phone Assigned To B4 7/V Entered By BJMOORE K Action /'/ Time Exp: Q -4/170 0 in Inspection History 4 REPT131 Run Id: 5704 APPROVED INSPECTIONS (BUILDING & ELECTRICAL) INSPECTION DATE INSPECTOR NOTES 100-SETBACKS / D- 101-FOOTINGS/CAISSONS/ HOLES j p_ 0, .- O� C•,-.�� 102 -REBAR JO - J 103-DAMPPROOF 164• l METER 105-UNDGRD ELECTRIC 106 -SEWER SVC 107 -WATER SVC 108 - UNGRD ELECT. SLAB 109 - UNDGRD PLUMBING 110 -GAS TEST 111 - PMETER 112 - ROUGH ELECTRIC 113 -ROUGH PLUMBING 114 - ROUGH HEATING 115 - FLUESNENTS 116 -EGRESS WINDOWS 117 -FRAMING 118 -PERIMETER DRAINS 119 -ROOF DRAINS 120 -VENTILATION 121 -R.CEILING ELEC. 122 - R.CEILING PLUMB 123 -R.CEILING MECH 124 - FIREWALL { 125 - FINAL HEATING 126 -FINAL ELECTRIC 127 -FINAL PLUMBING 128-FINAL APPROVAL 129 -TEMPORARY CIO 130 -CERT. OF OCCUPANCY � hnc,►„� / 0 -Ad-03 c—`� rte-® ; CAN ELECTRONICS RESEARCH, INC. 7777 Gardner Road•Chandler, Indiana 47610 • (812) 925-6000•Fax: (812)925-4030•Home Page: www.ERIinc.com Weld County Planning Department GUFF EY OFFICE Friday, November 07, 2003 2603 L � Dave Remund Regent Communications 710 Cassidy Court Yuba City, CA 95991 Re: Special Inspection Issues 750' Guyed Tower—Windsor. CO ERI Job# 10645 Dear Mr. Remund, This letter is in reference to the special inspection of the 750' Guyed Tower located in Windsor, CO. In reference to Sections 1701-5 5 of the 1997 Uniform Building Code (UBC), this tower structure will be fabricated under my supervision and in accordance with ERl Welding Procedures and Fabrication Procedures in line with ERI Quality Assurance Requirements. A copy of these procedures is provided with this letter. We are sending a copy of an inspection report completed by an independent inspection company. I will be performing a final inspection of the tower once it has been installed to verify it has been installed in accordance with the approved plans. This is to qualify for the special inspection of section 1701.5.6 of the UBC for Installation of the A325 Bolts. If you have additional questions or comments, please contact me. Sincerely, ( 1✓ AatI(NR� sr` c `sue` ?ms Ernest R. Jones, P.E. S V.P. Engineering •• 31492 Enclosures s 41A1:6\it 11° atc _ 7` ) S ruuo vnvt.CW I bIAI ION WIVE Cooperheat- MQS Inc. OWENsBORo,KY 42303 Providing Quality Heat Treatment end NDE (270)685-2525 Services To Industries Worldwide VISUAL EXAMINATION TECHNIQUE SHEET Client 6- - �-- � Ftadity: /f1..42�,/r.e _Thl. Technician: Ci tM a jg,g T' / Date: II / 7/03 Cient Po# 36/43 Job# Project , Description: V1.5uAC INSPer441 or T.w.R /0(O15 76b/ 40,0"/ To-4aeiP Item Data Ewen Iiirem-wee ❑ltructmat ❑ Initial Inspedton ❑ Repair Ir�Rnal Inspection 0 other. #of Parts: 45 Base Metal: etc Flee Metal: OS Pert D ti°rc /Dojo VfSuat- iKIsfaciiarl oN Tbtoek 10(.45 Inspection Data I Inspected Accept Reject N/A Accept Reject N/A Accept Reject WA ❑)onnt prep 0 0 ❑Joint hey 0 0 ❑PurositY 0 0 ❑Initial ❑ s 0 0 ❑ 0 0 ❑Intermediate Root Pass 0 0 ❑Root pa 0 0 ❑Undercut 0 0 ❑Anal r❑�Met Pas 0 0 CI Filler Pas 0 0 ❑Uadrof Fusion 0 0 ❑Renoir rt-1-7��We�ld�Cap a- 0 ❑weld Cap ❑ ❑f� Stakes 0 0 0 r�nvrarce rent Cr 0 ❑Reinforcement � CI__. 0 0 0 t_y Caltocr Lrie. 0 CICmen ❑ ❑ ❑ ❑ ❑ ❑ (!feet Size ea t.l ❑Filet Sze ❑ ❑ ❑ ❑ ❑ ❑ Inspection Results I Procedure: .z6 . p . 4*' Rev 2 Acceptance Criteria: /f lt.s D I, / Inspection Results Summary. A/O imQttsTioC1c C.I J a-E Z s&e 041 1NSgf&c77iall• BIC ❑ Reed ❑ See Attachments Reported 449 . — Reviewed by O Supervisor Contact NOTICE This examinstion report reflects the actual NOT procedure which was conducted by CoopettleatjlQ5 personnel.Submission MUM repast Is for WOMIMICifilli purposes and does not reflect any guarantee MIS part,Inspection procedures,or standards and Is sub FIELD FOIU&VT i . , 9 a,: ._.._— T7; asirraTic=.-'7tc -v.', l at in anHIr=airt . .. [ ._Iql':.i+1�:6'iPYNR%'eS3..5L�9e1. z Il/1 cr.1s / PERSONNEL QUALIFICATIONS AND CERTIFICATIONS For 33.90 ge.7 Name: Employee 0: SSN: JIMROCKETT _ 3716 361-72-6191 - CURRENT CERTIFICATIONS CERTIFICATIONS EXAMINATION SCORES (%) LIMITATIONS Level III Certifier Method Level Cert Date Erplrec Belie Gen Spec Prat Comp. From Examination Package - VT 11 01/30/03 0130/04 N/A 85.33 87 91 87.77 None — George Seckler N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A _ N/A N/A N/A N/A N/A N/A ' N/A N/A N/A r N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A — N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/—A N/A N/A N/A Sea Form 33.91 for details s SUMMARY OF EDUCATION Diploma/GED ® College 0 a FORMAL TRAINING HOURS RT MT UT PT ET VT LT AE Other Certifications or Qualifications: For Level I Nili 12 Nit? i S I N/A I 8 l NIA wt. C4N LI I iRLS i a I Af F,_ (� i Level 11 N/A _t2 <._N/A _ i 8 .L NIA I 16 j__N/A N/A I — _ _ See Form 33.92 for details --r SUMMARY OF EXPERIENCE MFE ❑ 1 PHI C API- EXPERIENCE HOURS rood RT MT UT PT ET VT LT At Other comments: Hon Trainee Trainee 1966.5 1239 342 131.5 210 N/A 124 N/A N/A As a Level I N/A N/A N/A N/A NIA N/A N/A N/A N/A Level 11 and III 23 N/A N/A N/A N/A N/A 46 N/A N/A - Total Flours 1966,5 1239, 342 131,5 230 N/A 170 N/A N/A Uoiraucxl Date: • - Level III Signature: — — Date: 6/17/04 6/17/03 VISUAL ACUITY See annual visual — - ANNUAL ENDORSEMENT acuity record for -- — S(leCf11C ratings _._..-- i have reviewed the employee's qpalir.calixi Msloy and vorify thei 1 coves well the requirements lO:ce tifr.alion lAW CooperheatMOS,Inc.,Personnel Qualification and Ceelificelinn SO?4-18A SNT-TC-1A,LULSTD-410,and NAS410. Certifiers Signature: Dale: !s . . - -_.. 0 C O 0 r a Ira II--♦1 a A-Ts" , -4.-.. •t tsA cis Irtspoeilon - - RECORD AND CERTIFICATE OF EXPERIENCE Form 33.92 Name: Employee Y: SSN: JIM ROCKETT 3716 361-72-6191 Period Dates: Company or Institution Method Hours Method of verification Verifying Level III Level Le. documents or .-rsons contacted 9/30/02-01/23/03 Cooperheat-MQS, Inc RT/TR 1239 Form on file al Cooperheal-MQS, Inc. Kenneth R. Sullivan MT/TR 342 Owensboro, KY Facility. UT/TR 131.5 PT/TR 230 VT/TR 160 I have reviewed the employeesqualihcalWI history and verify Thal 4 compliesxilh the requirements for cerldugion IAWCooperheal-MQS,Inc.,Personnel Qualili Son and Cedifaa4on SOP 4-1BA,SNI-IC-1A,M,UST D-410.and NAS4i0. Verifying Level Ill Signature: Dale: ...4:9- �jT- _ S- Z-O3 CO0Itst1 _R11-11EJ�►T' "4 ;3. MtIS Ire t c1tofm RECORD AND CERTIFICATE OF TRAINING Form 33.91 Rev.3 Name: Employee I: SSN: JIM ROCKETT 3716 361-72-6191 The following Is a history of professional education applicable to certification in the methods listed. _ Period Dates: Company or Institution Method- Hours r Method of verification or comments Verifying Level III Level I (i.e. documents orpersons contacted) , or Instructor 04/30/02 to 05/01/02 Cooperheal-MOS, Inc. VT/I&ll 24 George Seclder-Level III I have reviewed the employees gialificalion history and veory Ihal'A complies with the requirements for cerlikalinn IAW CoopedKel140S,Inc.,Persomiel Oualicalion ani Cedircetion SOP 4-10A,St$T-TG 1A,MILS TD-410,and NAS410. Verifying Level Ill Signature: 1 Dale: ✓ �-^- S- L - o T rfl CHI la /i1 f Gardner Road Chandler, IN 47610 (812) 925-6000 TECHNIQUE NUMBER T-0001 PAGE: 1 OF / REPORT OF NONDESTRUCTIVE EXAMINATION CUSTOMER: DATE: 47- 1.✓./ Se..,— � ..---2-' .' .-.--.1 - Ci -S ADDRESS: Job No. JOB OR PROJECT LOCATION: �C S' P.O.BOX NO. PLAN OR DWG.NO. Electronics Research, Inc. :SURFACE CONDmOu NEAT NO. E-1 HEAT TREAT N/A TYPE OF MATERIAL TEMP.OF MATERIAL As Welded N/A BEFORE 0 AFTER 0 See DWG N/A TYPE OF EXAMINATION EXAMINATION STANDARD ACCEPTANCE STANDARD N.D.T.PROCEDURE NO. UT Mr 0 PrD AWS DI.I AWSD1.1 AWSD1.1 c-CRACKSP-POROSITY NF-NON FUSION LI-LINEAR INDICATION S-SLAG LA-LAMINATION OTHER-SPECIFY PC or SEC ACC I REJ. DEFECT REMARKS PC*OR SNx CODE ACC REJ. DEFECT REMARKS I CODE h ./1 7.�S Y? .rile; _-2 7C- cicf7-,L. ,1 .fir! /or, t ‘1 0t° ` iPrt r A:stt r- 61 4�-_A121j came' u--r PG— PielI33- IA ✓ I BS t 17 - 2"75- —42 —CVu �39• 1 [.— VII t38%I k/ / -r s& W, [_a75D- bB7-�D I jc&L(S Di 7 se # I 4 in 6 , Z-9 /1714] Idg1tg�1 ✓Settle, I $pec 4W-Mt, ilV.kJ S,x2..e, �. — G o! -5- A, 3 I S.-..."-7 , r/ 3/ ,.../3 ; Vitinwor l Ar'r S r-d 1/4.c R" ° (C .-57,c✓/ ISP<,..a ( 7--/.� Ss� Co � . Tli I S.r'7 TYPE OF WORK I NO.OF ITEMS ACCEPTED NO.OF ITEMS REJ. NEW 0 REPAIR❑ I /O . REMARKS:. The welds were magnetic particle inspected per AWS D1.1 Specification 10% of each section was magnetic particle inspected 100%. Visually inspected particles used are Yellow Batch /) 3 c?A. . SerialNumber or Model Number S,' 7 7 SSG CONCLUSION: No relevant indications were noted during this inspection. • TECHNICIAN: /'¢�-_.. L-. , REV BY: GALVANIZING AND PAINT THICKNESS FORM • NAME:PpciA CgEctDATE: / 04?-03 JOB /0(--)cis tingtic SN y5 24g Galvanizing Thickness: Section #: '3 Section #: // ,3 Section #: Cl 1.5, 1. `>,LI 1. H,O 2. t•-i, J 2. 2. H , 0 3. -j , 3. Hi 3. n AVG. I-/. 7 AVG. L-9,? AVG.3y, 1 Section#: ep Section #: / a Section #: 1. _ 1. S-, Co 1. 2. 2. mil, 2. 3. 3 , 3. %/, / 3. AVG. y, 3 AVG. L--/, 7 AVG. Paint Thickness: Jan N6l.nt.ta. Section #: A Z Section #: /9 Section #: S- 1. 3 . a. 1. 3. ? 1. 3,0 2. 3. L 2. 3. 1 2. 3 , q 3. 3. .E 3. 3. 1 3. 3 . c. AVG. 3. 02 AVG. 3.7 AVG. 3.3 Section #: 4 Section #: '7 Section #: /3 1. 3. o 1. 3.4/ 1. 3.o 2. 3. 1 2. 3 , 1 2. 3. f 3. 3 • d 3. 3 , 1 3. 1.2. AVG. 3.,3 AVG. 3.4 . AVG. 8.4 GADrzRing\SiRUCiURICAROLV ORMS\GP-FORM.WPD "n INSTALLATIONS, INC. 7777 Gardner Road • Chandler, Indiana 47610 • (812) 925-6000 • Fax: (812) 925-4030 • Home Page: www.ERIinc.com QUALITY ASSURANCE MANUAL for Electronics Research, Inc. ERI Structural Division This document/drawing contains information considered confidential by Electronics Research, Inc. ("ERI"). This information is disclosed on a confidential basis and only authorized for use in the installation, operation and maintenance of ERI tower and antenna equipment, as appropriate. Reproduction, transmission or disclosure to others, or unauthorized use, without the express written consent of ERI, is strictly prohibited. UNAUTHORIZED DUPLICATION, REPRODUCTION, OR DISCLOSURE OF THIS INFORVLATION IS A VIOLATION OF FEDERAL LAW. COPYRIGHT 1995 ERI, 7777 Gardner Road, Chandler, Indiana 47610-9637 UNCONTROLLED 0/C DOCUMENT RELEASED BY: -alM'2,..L_4 DATE /0 • 3 0 . 0-7 eV-kit ERI MISSION STATEMENT ERI QUALITY ASSURANCE PROGRAM STRUCTURAL DIVISION Mission Statement It is ERI's obligation to provide only the finest products available in their class, and to back those products with reliable and dependable service. It is the intent of the Structural Division to mirror ERI's long lasting reputation for excellence in broadcasting products. It is ERI's intent to have a Quality Assurance program meeting ISO 9000 specifications. Quality Control Manager Ernest R. Jones, P.E. Revision 95-11 QUALITY ASSURANCE PROGRAM SUMMARY ERI QUALITY ASSURANCE PROGRAM SUMMARY • Product Identification and Tractability Procedures have been developed and implemented to control and identify materials, parts, and components of ERI Structures and related assemblies. This includes mill certifications, letters of compliance; and other types of part and material specification documents. Structural fabricated assemblies are marked for proper verification and traceability. • Inspection and Testing Fabricated assemblies are inspected for compliance to approved design/shop drawings. Welds are magnetic particle inspected, as well as visually inspected to help assure they are adequate to meet the intended service for their required life. Welding and welding inspection procedures follow the AWS D1.1 Steel Structural Welding Code. Fabricated assemblies are inspected for proper tolerances. Hot dip galvanized coatings, are checked for minimum thickness requirements. Final painting of structural sections are tested for proper FAA color specifications and verification of proper adhesion and coating thicknesses are made. • Document Control A document control system is monitored to assure proper documents are made and kept on file for reference. • Audits The Q/C program is to be supervised and examined by the implementation of required internal and external quality assurance audits. On a quarterly basis ERI will have an audit of it's program completed by a nationally recognized Quality Assurance/Control/and Inspection service. Records of audits are to be kept on file for quality assurance compliance verification. • Welder and Welding Operator Qualifications All welders, welding operators and tack welders are qualified to AWS certified procedures. An independent welding inspection firm will be used to verify ERI welding procedures meet the AWS D1.1 procedures. PRELIMINARY ISO 9000 PROGRAM AT ERI Preliminary Proposal on ISO 9000 PROGRAM at Electronics Research, Inc. Total Quality Management (TQM) is picking up at an accelerated pace as the state-of-the-art business management technology. ISO 9OOO ( International Standards for Quality Management and Quality Assurance) provides excellent framework for building an effective TQM program that shall enhance a company' s operations efficiency and productivity. It also gives the company a competitive edge in their business endeavors . This documentation outlines a tentative ISO 9000 implementation plan at the Electronics Research, Inc . Prepared by: Subhash P. Desai, P . E . RAB Certifies ISO 9000 QSPA SDA, Inc (812)867-0268 or (708)378-0435 5/26/94 Table of Contents List of Appendixes -- Page 2 List of Figures Page 2 I . Scope Page 3 II . Implementation Plan Phase I Page 4 Phase II Page 4 Phase III Page 4 III . Key Project Attributes Management decision Page 5 Development of ISO 9000 Quality Manual Page 5 Organizational responsibilities -- Page 5 Training Page 6 Documentation Page 6 Internal audits Page 6 Selection of a registrar Page 8 IV. Resource requirements/Cost Estimate Page 8 Appendixes A. 20 Elements of ISO 9000 QA Standards Page Al B . ISO 9000 Implementation Schedule Page B1 Figures Figure 1 . ISO 9000 Documentation Structure Page 7 2 Scope ISO 9000 series of International standards on quality systems (QS) provides two sets of standards : 1 ) ISO 9004 guidelines are used for development of a structured Quality Management System that provides a mechanism to: ♦ plan for an efficient utilization of the technological and material resources available to the company . ♦ attain/maintain the desired quality at an optimum cost. ♦ increase customer ' s satisfaction/confidence by assuring them the company ' s ability to deliver the desired quality as well as consistent maintenance of that quality. 2 ) ISO 9001/2/3 requirements are used for quality assurance purpose as well as for third party certification ( ISO certification could be a customer requirement or may help give a competitive advantage in the global/local market) . Based on a preliminary assessment of the business requirements at the Electronics Research, Inc. (ER!), it is proposed that: 1 ) ISO 9001 certification criteria be used to establish a quality management system (QMS) at ERI . ISO 9001 Standards provide a model for quality assurance in design/development, production, installation, and servicing. ISO 9004 guidelines will be used as a frame-work to develop the QMS . 2 ) we initiate the ISO 9000 activities as a pilot program (as Phase I ) in the Structural Engineering (Towers ) Division. The ISO guidelines will be used to enhance/expand the existing quality assurance related activities in this department . The current procedures and documentation will be aligned to ISO9000 requirements . Later on, this program will be expanded in other departments in subsequent phases of the ISO 9000 program. II. Implementation Plan ISO 9001 certification requires conformance to 20 elements of the standards as given in Appendix A. The quality system conforming to these 20 elements should be documented and be demonstrable to indicate: 1 ) adequacy and effectiveness of the Quality System. 2 ) capabilities to achieve product/service conformity to the specified requirements . 3 ISO 9000 philosophy is to : 1 ) DOCUMENT all you do ( changes in the procedure are allowed as long as these are "controlled" changes ) . 2 ) DO what all you document. 3 ) Demonstrate (keep records ) on achievement of the required quality and effective operation of the quality system. Based on preliminary information gathered through a quick plant tour, implementation plan as given in Appendix B is developed to meet ISO 9001 requirements at ERI. Proposed ISO 9000 activities at ERI are as follows : Phase I ISO 9000 activities in the initial phase will include : 1 ) Development of company ' s quality manual (using ISO 9000 format) . 2 ) Development of ISO 9000 program in the Structural Engineering (Towers ) Division: This will include the following major activities; Process mapping Process flowcharts Developing/updating and documenting procedures Developing/updating and documenting work instructions Developing/updating and documenting quality records Using statistical techniques Training 3 ) Internal audits Phase II In the second phase, ISO 9000 activities will be expanded in the other departments (Antennas, Filters, and Digital Products divisions ) of the company. Also the scope of ISO 9000 certification will be evaluated. Phase III In the third phase, the procedure for ISO 9000 certification will be initiated. This will include: 1 ) Selection of Registrars 2 ) Pre-assessment 3 ) Certification Audit 4 III. Key Project Attributes Following issues need to be addressed: Management decision * Management decision and commitment * Communicate to all the employees in the company * Designate : 1 ) Management Representative 2 ) ISO 9000 Program Coordinators , as appropriate 3 ) ISO 9000 Program Facilitator ( SDA, Inc? ) * Plan for training Development of ISO 9000 Quality Manual * Develop "where is What" map (Factory layout) . * Identify functional group( s ) . * Development of the quality plans . * Designate Group Coordinator( s ) . * Training seminars for Group Coordinators ( 3 to 4 4-hour sessions on ISO 9000 QM/QA elements and Documentation requirements ) . * Draft/develop quality manual as per ISO 9000 requirements to include all the 20 elements of the standard. Organizational responsibilities Organizational responsibilities (group/individual) are as follows : 1 ) Upper Management : Promote/Support 2 ) Middle Management : Plan implementation Facilitate implementation Evaluate and plan internal audits 3 ) Groups (Teams ) : a) Update/align to ISO 9000 and/or develop departmental procedures and work instructions ( SOPs ) . b) Analyze and evaluate the effectiveness of the QS and procedures . c) Facilitate/coordinate implementation. d) Plan for internal audits . e) Generate/implement corrective action plans (CAP ) . f) Facilitate team work: Promote commitment to communicate, cooperate, and collaborate. Also provide the platform for brainstorming for generation/ exchange/sharing of ideas/information. g) Generate reports (reviews/summaries ) for the management as well as front-line operations . 5 4 ) Front-line Supervisors : a) Facilitate implementation on a day-to-day basis . b) Facilitate internal audit programs . c) Plan/coordinate CAP . 5 ) Front-line Operations : a) Facilitate implementation. b) Implement CAP. c) Support internal audit programs . Groups (teams ) can be divided in to subgroups as necessary. Team members can interface as a group, subgroup, or individually, as needed. Training ISO 9000 training ( custom designed to ERI ' s needs ) shall be conducted as follows : 1 ) Management orientation ( Inhouse: 4 to 6 hours - ISO 9000 Primer as to What, Why, and How? ) . 2 ) ISO 9000 Implementation/Documentation ( Inhouse : 3 to 4 4-hour sessions for Group coordinators ) . 3 ) Internal Auditor training ( Inhouse: 3 to 4 4-hour sessions for internal auditors team) . 4) Lead Auditor training (Outside: 1 to 2 employees ) . 5 ) Employee Awareness training ( Inhouse: 4 hours for all the employees ) . 6 ) Problem solving/Team Participation training ( Inhouse: 4 hours for all the employees) . 7 ) Training on Statistical Techniques will be planned, as appropriate . All the inhouse training programs will be custom designed for effective transfer of class-room learning to on-the-job implementation. Information and data on individual front-line operations shall be included in the seminar notes, as appropriate, for in-class, exercises and practice problems. Documentation Documentation for ISO 9000 should be organized as shown in Figure 1 . Internal audits Internal audits should be carried out to verify conformance to the quality system' s plan and to determine the effectiveness of the quality system. These audits shall be planned at regular intervals ( Initially every 3 months ) . 6 QA Manual (Tier 1) Procedures (Tier 2) Work Instructions (Tier 3) • Quality Records (Tier 4) Figure 1 . ISO 9000 Documentation Structure 7 Selection of a Registrar Evaluation and selection of the registrar will be initiated in the second phase of the ISO 9000 program. IV. Resource requirements/Cost Estimate Based on preliminary evaluation, resource requirements and the implementation cost for Phase-I is estimated to be as follows : A. RESOURCE REQUIREMENTS (Phase I ) 1 ) Development of ISO 9000 quality manual : 15 to 20 man-days 2 ) Procedure development (Process mapping and validation) : 15 to 20 man-days 3 ) ISO 9000 Documentation : 45 to 60 man-days 4 ) Internal audits : 5 to 8 man-days 5 ) Project Facilitator ( SDA, Inc? ) : 30 to 45 man-days S. COST ESTIMATE (Phase I ) 1 ) External cost : Consultant (Project facilitator) - $20, 000 to $30 , 000 Training - $ 6, 000 to $10 , 000 2 ) Employee time - $25 , 000 to $45 , 000 Resource requirements and cost estimate for the subsequent phases of the program will be evaluated prior to the beginning of each of the phases . The cost of expanding ISO activities in the other departments ( each one of the Antennas , Filters , and Digital Products divisions ) would be about 50% to 70% of the cost incurred in the Structural Engineering Division. NOTES : 1 ) Cost of ISO 9000 certification can be estimated to be: Certification Cost (One-time) - $6 , 000 to $10 , 000 Surveillance audits - $2 , 000 to $3 , 000 (Annually) Re-certification cost (typically every 3 years) - $5, 000 to $10 , 000 2 ) Indiana has a Training 2000 program that can reimburse up to 50% of the ISO 9000/TQM/SPC training cost) . 8 Appendix A 20 Elements of ISO 9000 QA Standards IISO ISO ISO Elements 9001 9002 ' 9003 1 . Management responsibility Y Y Y 2 . Quality system Y Y ! Y I 3 . Contract review Y Y { t 4 . Design control Y II I 5 . Document control Y I Y Y ? 6 . Purchasing Y Y f i T . Purchaser supplied product Y Y I 1 i k ' 8 . Product ID and traceability Y Y Y� , 9 . Process control Y Y , I Y 10 . Inspection and testing Y Y I 11 . Inspection/measuring/test equipment Y Y Y 12 . Inspection and test status Y Y I Y I 13 . Control of nonconforming product Y i Y Y 14 . Corrective action Y I Y 1 15 . Handling/Storage/Packaging/Delivery Y Y ! Y ' 16 . Quality records Y Y Y IT . Internal quality audits Y Y l j 18 . Training Y Y Y 19 . Servicing r Y 1 20 . Statistical techniques Y Y Y 1 Elements 20 18 12 ISO 9001 : Applicable QA standard for design/development , production , installation and servicing . ISO 9002 : Production and installation . ISO 9003 : Final inspection and test Al Appendix B ISO 9000 Implementation Schedule ERI Chandler, IN 47610 5/26/94 Month 1 2 3 r 4 5 6 ! Activity I 1 1 1 Phase I 1 t i i Develop Quality Manual I I Plan training ON GOING — 1ir —— — — — , ISO Program in TOWERS Division 1 1 j 1 Internal audit/Mgnt Review -' '- Evaluate/revise plan/schedule AS NEEDED Phase II f I . —1 Phase Ill 1 I i--3 l I I 1 I 1 ISO 9000 Implementation Schedule . B1 Subhash Desai & Associates, Inc. SPC/TQM/ISO 9000 Consultant 218 Bob Ct, Evansville, IN 47711 * (812) 867-0268 1134 Brookwood Ln E, Boling Brook, IL 60440 *, ( 708)378-0435 ISDA= Quality and Productivity: Top Management to Front-line Operations... We can do it !!! ERI QUALITY ASSURANCE MANUAL • Structural Division Flow Sheet MI • Customer Coordinator Responsibility M2 • Project Coordinator Responsibility M3 • Purchasing Coordinator Responsibility M4 • Fabrication Director Responsibility M5 • Assurance Inspector Responsibility M6 • Shipping Coordinator Responsibility M7 • Fabrication Procedures FP1-FP 11 • Welding Procedures WI - W16 26 EN Structural Division gc6O5.98 QUALITY ASSURANCE MANUAL QM1 ERI QA Manager/Monitor - Ernest R. Jones, P.E. Structural Division Manager QM2 ERI QA Customer Coordinators - Bill Elmer Max Brown Terry Becht Dave Davies QM3 ERI QA Project Coordinators - Sheila McCully John Robinson Joe Meleski Keith Barnett Dave Davies James Ruedlinger QM4 ERI QA Purchasing Coordinator - Leonard Welte QM5 ERI QA Fabrication Manager - Kenny Brown Assistant - Walter Schneider Computer Entry- QM6 ERI QA Assurance Inspectors - John Helfrich* Tom Kircher* (* Received Formal MQS Training) Walter Schneider* Fred Heimbecher* Robert Woods* Rick Hall* Bethel Nichols* Mike Young* Nick Riley John Lamar Gary Ruff QM7 ERI QA Shipping & Receiving Coordinator Steve Weber Rev. 7/00 G:\Drafting\STRUCTUR\CAROL\KURT\QM70799.W PD M CONTROLLED 0/C DOCUMENT RELEASED BY: ''kgt DATE UNCONTROLLED 0/C DOCUMENT RELEASED BY: Z DATE RELEAtSE TO t R]CA N APPROVED BY SALES DO NOT BUILD1 ENGINEERING REVIEW REQUIRED BY DATE ERI STRUCTURAL DIVISION PROJECT FLOW SHEET c ORDER DRAFTING ENTRY ENGINEERING V te I ' CUSTOMER PROJECT QUALITY ' PROJECT-) COORDINATOR COORDINATOR FABRICATION ASSURANCE (SALES) v END PURCHASING MILLING ) GALVANIZING SHIPPING < FINISHING 4, FINAL PRODUCT R,,.,.1olz_(o-i ce-c QM1 Ouality Assurance Manager 1. Responsible person in charge of ERI quality assurance program. Will keep controlled quality assurance program documents and will implement necessary procedures. Will be responsible for changes in procedures and will authorize any exceptions or special conditions when appropriate. QM2 Customer Coordinator Responsibility 1. Discusses all pertinent needs of the customer for an assigned project. This includes quoting, coordinating preliminary designs, directing site visits, and making sure the customers project needs are met and that the customer understands what to expect from ERI and its products. 2. Once an order is officially received it is entered in the ERI computer system and ajob number is assigned. Project delivery dates are estimated and verified as reasonable. Essentials of the order are put in writing and the final design sheet is formalized and directed to engineering. 3. Preliminary payments (deposits) are arranged where applicable, and proper invoicing instructions are given to accounting. 4. Final follow-up of the project with the customer is provided as a quality check to assure that all items responsible by ERI have been completed, and to help assure the customer is satisfied with their product and its service. Problems and/or discrepancies are reviewed with ERI management in an effort to make corrections and to improve on future projects when possible. 5. Coordinate installation and site preparation where required. M2 M2 QM3 Project Coordinator Responsibility 1. Brings all essentials of the final design together. Verifies that the final engineering has a written double check for design quality assurance. Has the Customer Coordinator review the final design and obtains acceptance prior to fabrication. 2. Directs all aspects of the design through drafting for a final set of fabrication plans. and final set of plans for project documentation, erection, and customer verification. All final drawings are reviewed and signed by the Project Coordinator and/or Designer. 3. All plans released to fabrication are stamped "Released to Fabrication" and"Approved by Sales". These plans should be reviewed by the Fabrication Manager with copies signed off by the Quality Assurance Inspector and/or the job inspection sheet signed to verify proper final inspection. Records of final product inspection should be kept on file. Any changes are passed back to the Project Coordinator for final plan changes and file documentation. All plan changes are requested using Engineering Change Request forms (ECR). Changes are implemented and documented by the Project Coordinator with an Engineering Change Notice form (ECN). 4. Reviews shipping record and passes it on to purchasing. 5. Reviews final product prior to shipment to assure the critical parts of the design have been followed, that the project is what ERI intended it to be, and that all proper reviews and double checks have been made. • Rev 7/25/00 M3 QM4 ERI Purchasing Coordinator Responsibility 1. Purchases all items in regards to an assigned project, as well as items purchased as raw materials and equipment for inventory. 2. Reviews shipping and job specification records to verify that all pertinent materials and equipment are ordered. Advises the project coordinator if delays in receiving materials may affect shipping dates. 3. Assists Receiving Coordinator and Fabrication Manager to makes sure materials received are those specified for the job and meet engineering design and fabrication standards set forth by the ERI Engineering Department. 4. Requests material specification sheets on products and materials ordered. (Material Certification Sheets, Lighting System Plans, Part Instructions, Etc.) • • M 4 ERI TOWER SOLID ROUND STEEL SPECIFICATIONS ELECTRONICS RESEARCH MATERIAL REOUIREMENTS THRU 1" RD OVER 1" RD Description Inner Member Tower Leg Tower Steel Steel Grade ASTM A-36 or equal ASTM A-572 Gr. 50 or equal (Includes A36 - Modified) C .23 Max 23 Max MN 1.35 Max 1.35 Max SI .04 Max a- .15/25 Preferred .04 Max Qr .15/.25 Preferred C.E.* .50 Max (Aim .45 Max) .50 Max (Aim .45 Max) Yield Alin 36,000 psi min 50,000 psi min Yield Max _ Aim 70, 000 psi max Tensile 58,000/80,000 psi 65,000 psi min/95,000 psi max Yield Ratio Aim .83 Max Aim .83 Max Tensile Straightness Machine Straightened Machine Straightened 1/8" Max in 5 Ft. 1/8" Max in 5" Ft. (Aim 1/16" Max in 5 ft.) (Aim 1/16" Max in 5 ft.) Forming IBR= 1XD Not Formed Elong % (2" Gage) 21.0% min. Elong % (8" Gage) 18.0% min. *C.E. Formula= C + Mn + Si + Cr + Mc) + V +Ni + u 6 5 15 Approved By: G+"xx —19- Ernest R. Jones, P... ERI Structural Div. Manager Date: - 1`'1 °1 (solidstl.erj) QM5 Steel Fabrication Manager Responsibility 1. Makes sure all materials are inspected and received after proper verification. Verification includes receiving material and test certificates and any other equipment or material data required. 2. Verifies that job material sheets are produced for each assigned job and entered in the ERI computer system. Once material is pulled for the job the material certification number, heat number, and other identifications are marked on the job sheets. These numbers are to be entered in the ERI computer record for the designated job. This allows for tracking of structural components of each and every structure. 3. The Steel Fabrication Manager is responsible for training each employee for proper fabrication procedures and to verify that all fabrication is in accordance to the written specifications, in accordance to plans, and in accordance to the ERI Engineering Department. ERI written procedures are provided in a separate section of this document entitled "Fabrication Procedures", with a separate section provided covering "Welding Procedures". Fabrication plans should be reviewed by the Fabrication Manager with copies signed off by the Quality Assurance Inspector and/or the job inspection sheet signed to verify proper final inspection. Records of final product inspection should be kept on file. Any changes are passed back to the Project Coordinator for final plan changes and file documentation. 4. Job schedules are provided to the Project and Customer Coordinators. This schedule is updated during weekly engineering and fabricating meetings. Rev 6-05-98 M5 QM6 Assurance Inspector Responsibility 1. The basic duties of the Assurance Inspector is to verify that the product is built in accordance to the plans with proper member sizes, proper welding and bolted connections, and is within ERI Specifications. A set of ERI engineered plans is used to verify that the product has been fabricated in accordance with the approved plans. Any changes in plans, non conforming tolerances, or potential discrepancies are reviewed with an ERI Engineering Department Representative and approved corrections or changes made and documented on final plans. After plans are reviewed by the Fabrication Manager with copies signed off by the Quality Assurance Inspector and/or the product inspection sheet signed to verify proper final inspection. Records of final product inspection should be kept on file. Final verification of inspection can be provided by a combination of signed plans, product inspection sheets, or signed work orders. All steel products requiring welding are 100% visually inspected, with 10 % of the project or welded tower sections having at least each type of weld, and each type of bend, magnetic particle inspected with documentation provided and maintained on file. 3. All galvanized or painted products will receive a thickness test to meet ASTM A153 Specifications for a"Class A' coating. 4. Level II- Class A - ERI Quality Assurance Inspectors have successfully completed a Non- Destructive Examination (NDE) Level I and Level II formal training course administered by MQS Inspection, Inc. and taught by a Level III. All Level II ERI Assurance Inspectors are qualified in accordance with ASNT SNT-TC-IA.* The courses completed have been in visual weld inspection, magnetic particle inspection, and in liquid penetrant inspection for the steel welding process. Only those inspectors who have passed the applicable NDE class can perform authorized liquid penetrant inspections. Leve II- Class A - ERI quality assurance inspectors are also require to complete an Ultrasonic -Level I- course from a recognized training facility. 5. Level II - Class B - ERI Quality Assurance Inspectors have successfully completed a Non- Destructive Examination (NDE) Level I and Level II formal training course administered by MQS Inspection, Inc. and taught by a Level III. All Level II ERI Assurance Inspectors are qualified in accordance with ASNT SNT-TC-IA.* The courses completed have been in visual weld inspection, magnetic particle inspection, and in liquid penetrant inspection for the steel welding process. Only those inspectors who have passed the applicable NDE class can perform authorized liquid penetrant inspections. 6. Level I - Class A- ERI Assurance Inspectors have successfully completed the ERI Non- Destructive Visual and Magnetic Particle Inspection course taught by a Level U ERI Assurance Inspector. These inspectors are authorized to perform visual and magnetic particle inspections. 7. Level I - Class B -ERI Assurance Inspectors have successfully completed the ERI Non- Destructive Visual Inspection Course taught by a Level II ERI Assurance Inspector. These inspectors are authorized to perform visual inspections. M6 8. ERI Assistant Inspector- Assistant inspectors may perform specific inspection functions under the direct supervision of a Level I or Level II inspector. Assistant inspectors shall be qualified through training and experience as determined by the structural supervisor. 9. Will coordinate samples and aid in conducting ERI welder qualification testing, including annual welder qualifications for existing qualified welders. Rev 11/20/02 • M7 CatAR 77 GARDNER ROAD HANDLER,IN 47610 - 12)-925-6000 TECHNIQUE NUMBER PAGE: /f OF____L___- REPORT of NONDESTRUCTIVE EXAMINATION VS-TOMER DATE 0. R Lt fatai i/,%1& Fizto -71/1 //- -14 r A DRESS: / CON'ROLNO�.77ORREPORT NO� p 7 it/ /'a 7/ Th'I .p c l b JB OR PROJECT LOCATION: P.O.BOX NO. PLAN OR OWG.NO. F,1 ertrnn i c-¢ EpcAarrh FL '. -- i - URFACE CONDITION IHEAT NO HEATTREAT TYPE O IMATERIAL TEMP.OF MAfl ;Aj. na As welded I NA — BEFORE D --RC Sen DwG YPE OF EXAMINATION E:SAMINATION STANDARD ACCEPTANCE STANDARD ND.T PROCEDURE NO. iri•O M1' PTO AWE D1 1 cor A A 2178/(Jql /1 007 D 7770 C-CRACKS P-POROSIIY NF-NON FUSION LI-LINEAR INDICAtcr4 \-SLAG 'L •LAMINATION OTHER-SPECIFY �PCi OR SETT ACC I RC CEDE I REl'a QWS :. pPCi ,:ac: � I 0 CE I REMARKS 'T Tt s 4....--i I . \-' I I I I I I I I 4 g' } PAR I �y` I 4°y �?. , 11, MAGNETIC 1 IC P/*1 I Icy. 119J c I to fit ' BY: JOHN F. H .LFRICH 40Sjk Ver it 4 Signal at-- ,/� I 7 Dep. / A- F5- ,ice.. A CNT TC IA & MIL S7C A10 TiAlmED TYPE OF WORK NO OF ITEMS A P[CCEED NO OP ITEMS MI. NEW 2 REPAIR C I L� e IFMARR5: The walrra were magnetic particle inspected per AWSD1 .1 specification 10% of each section was magnetic particle inspected 100% . Visually inspected particles used are BARED Batch q$CoS3• Serial number on yoke 517750 Model Y7 . :oNCLUS[ON: No relevant indications were noted during this inspection. TECHNICIAN: / itALL REV.BY: MQ$ NONDESTRUCTIVE EXAMINATION REPORT -I IENT: DATE` ELt�ra°.i,z s £1 S&z.c.1-f, /Alc• / 4 r ALV)PE$S �^ +� CONTROL REPORT NO.: JOB ORP 17 LO1 aPT�Ptv` ' g0 • �/J/VOL id O dDER NO.: RANOR 31 .?..3 - 1=rra SN-T,p ST- 37S g.- / . Not PROCEDURE NO.: EXAMINATION/ACCEPTANCE TYPE OF EXAMINATION I .6 . 0`! I- 1542 1efy$ STANDARD Ptuic •\ . I — I� L Z ur0 MT� sr ISI•+1'- ULTRASONIC EXAMINATION aa�� EQUIP.: TRANSDUCER: TEST BLOCK: METHOD USED: SCANNING METHOD: SENSTTIVRY: /.p (A- . l0/4 �-y MAGNETIC PARTICLE EXAMINATION I, - EQUIP.: y_6 tic gL 5/� I/1 9 DRY VISIBLE 7 A.C � D.C. `I❑ AMPERAGE: PROD.SPACING 7 -4 ' PARTI v, ElFLUORESCENT RECTIFIED:D: N`} / COLOR: ❑ ❑ RECTIFIED: O y /10 HEAD: COIL:NKl FA LIQUID PENETRANT EXAMINATION METHOD: PENETRANT CLEANER EMULSIFIER DEVELOPER /V 7/9 SRAM)NO. W.TOI w3. SAD NO. ATCa S!. WI.IO M1e:. MTP11q. WM10 MQ PATCM 1q. � uicTn e. Ha. i .'_.0 .1011EOLL5❑ — PART NO. ,/ TOTAL LENGTH EXAMINED: TYPE Of.WORK: .,S-2 / •- / T 'I /act V)S1.dart_ arty 4 '-t.c4„t -'::, J 2O 4 nl r op" 9LL,,-,E4.5.,a e•NEW REPAIR❑ REWORK❑ LOCATION: DEPECTTCOOE- .,i;:tw.. C-CRACK le NON.PUSIDN,d S SLAG P.POROSITNUF LI-LINEAXINDICATION LA•LAMINATION CIP lir OTNEgifPlCIPY: �+Y. IDENTIFICATION ACCEPT REJECT DEPECfl REMARKS D.R.OR C-AR. 47"" CODE -T IP REQUIRPD T. / /...1<i;. :. + 2kIIVNF VIE /r,n£. aF fi-/€S 7• J /.IrfiWcr✓ gu CLJ&LPf r /7 o. ,,;"°' wW k=av�.o A-d23Lt T :-, y ,.#'/ kr/rla No feZL£va.-l-T twos to r/`^'-7 T1 -.._ . w MAGNETIC PARTICLE INSPECTION BY: JOHN F. HELFRICH Signed '-7-•e---Q If\i - -� Date: / /- 6/ 7' SNT-TC-IA & MIL-S7D-410 TRAINED + iNICN: DATE !t/ C MT-TO-IALA 'iV� EVA _aid j&i.,___ r6 VS7 M (Q/ ] EW DATE ASSISTANT / / SNT-TC-IA TECHNICIAN: DATE LEVEL DATE SNFTC-IA CUENt DATE LEVEL ATTACHMENT MOS Inspection.Inc. 2301 Arthur Avenue I Elk Grove Village,IL 60007-6098 11708)981-7510 800/323-8850 I FAX (708),981.9396 I IVIQS Training Group JULY 21, 1994 This is to certify that JOHN F , HELFRICH has completed a 24 hour, level II formal training course in MAGNETIC PARTICLE INSPECTION Course content fulfills the formal training recommendations outlined in SNT-TC-lA and MIL-STD-410 . Course CEU Value: 2 .0 • Throughout the laboratory segment of this program each student performed comprehensive applications utilizing stationary and portable equipment, fluorescent and color contrast materials . Test parts furnished to the student included welds , castings , bar stock, tubing, plate , and forgings . The participation and performance of each student has been witnessed and evaluated. The final training course grade is recorded below: Written Examination Application of Course Concepts Satisfactory X 80 .0 Unsatisfactory Minimum passing score :. 70% Paul R. Sandre Level III Examiner Director of Training Billings • Buffalo • Chicago • Cincinnati • Cleveland • Denver • Detroit • Evansville • Hartford • Houston • Indianapolis • Jacksonville • Lima• Los Angeles • Memphis • Milwaukee • Minneapolis • Philadelphia • Phoenix • Pittsburgh • South Holland • Wilmington • Wood River• (Corporate Office) Chicago (800) 638-5227 • March 31, 1995 THIS IS TO CERTIFY THAT Walter F. Schneider HAS COMPLETED A 24 HOUR, LEVEL I/LEVEL II FORMAL TRAINING COURSE IN VISUAL WELD INSPECTION COURSE CONTENT FULFILLS THE FORMAL TRAINING RECOMMENDATIONS OUTLINED IN SNT-TC-IA. THE PARTICIPATION AND PERFORMANCE OF EACH STUDENT HAS BEEN EVALUATED AND THE FINAL TRALNING COURSE GRADE IS RECORDED BELOW. WRITTEN EXAMINATION SCORE: 88% MINIMUM PASSING SCORE:70% CEU's 2.4 APPLICATION OF COURSE CONCEPTS: PASS Giles i —, , Walter Asmus, Jr. LEVEL III EXAMINER MAGNETIC PARTICLE INSPECTION BY: JOHN F. HELFRICH Signed Date: SNT-TC-IA&MIL-S70-410 TRAINED AgOr7 1..i'Y. a1 tr1, il 0 1. .EZA u T.:t, itic n$ei. AW i *i? nig:1 4MWV .. ? X.74W '7:M . ^`':4<ii This is to certify that •John Helfrich 26, has successfully completed a seminar in ri ip tg t'4, 'k. Visual Weld Inspection 5. C7 .4 CONDUCTED BY 1 iii,.- 1_.,: ..- -. H_,..siiiii, Aci:,_ .. ..:, .. L., :.. ..c,li . .. 4 TRAINING GROUP IN WITNESS WHEREOF WE HAVE AFFIXED OUR HAND AND SEAL CLASSROOM AND HOURS LABORATORY TIME 24 THIS 31st DAY OF March 19 95 4-424,---- INSTRUCTOR v it 1 �M..�.7 i j,. a r :5 rs `tn�i , . ti rtrrl rv7.,�_ a ..az . :z . .. . f4�y This is to certify that ', '� John Helfrich " has successfully completed a seminar in L:°. .4 Visual Weld Inspection CONDUCTED BY 3 0, j t ti LF f Il 'tI It TRAINING GROUP aJ IN WITNESS WHEREOF WE HAVE ?~ N AFFIXED OUR HAND AND SEAL CLASSROOM AND 24 31st DAY OF _ March 19 95 LABORATORY TIME - HOURS THIS 7�` f INSTRUCTOR sx. l.; c t r is 1F J�� a 1 1 �{ C"%:(ate t il'It`4ik!zf^ h.v:'2 CY 4if l' ova f T!i. ..i_.,p :'.. s^k _1_ m J. .t �..,�S.✓ j'Y ' f'�y,.., s'S. w •'4 f � �t2;�'� +.�, •i,_^t f4 z ' +: ; 2i_l: rr r; This is to certify that f..# Tom Kercher it }1, 'ai has successfully completed a seminar in v:, 4`:ir Visual Weld Inspection A CONDUCTED BY ra. ,:_t gi TRAINING GROUP r' t: . 9" IN WITNESS WHEREOF WE HAVE CLASSROOM AND AFFIXED OUR HAND AND SEAL s' LABORATORY TIME 24 HOURS THIS 31st DAY OF ___ March 19 95 fi . f. -144-41V4----'' INSTRUCTOR Wt18A. 7t „. Sr {N:0'4r. 4:41' 5 * ix. ti C.t. 1'_ W'c y bar __34,-":::'.;''::,:i--; v a;'10-R..ry . -4 r 4!.�� it .r• .y� :1_,______. ,,,,,,., ... '...• ( ..• .': u�4 b9(tta... Jt ,.:: x x.oZ'._s._L .t..,, ..1, ___________ ... _ _ _____ if{ry .k�` This is to certify that71 vi I Walter F. Schneider -, t has successfully completed a seminar in °. 1 tr- A Visual Weld Inspection , I f , ! CONDUCTED BY 1 i t A I r\--1 1 I €'"1 TRAINING GROUP 1.. t , IN WITNESS WHEREOF WE HAVE S CLASSROOM AND AFFIXED OUR HAND AND SEAL i, LABORATORY TIME 24 HOURS THIS 31st DAY OF ____March 19 95 t ., t I 1 I' INSTRUCTOR ' E • _ $ILZS . ri • i't'�,/ ' #4. iOt� lf'�jtf/f1ff� tffff►ffl+ a ttt�},; ►ifl } t�+tf4�+t •� t+ it }t +t 4:� 1�tll if ll If f1 I ' f.. .. ._ < .. ..., _ .o•hta �iitii• `� �./ It OW�!• •i}. • ' %•..rte. -•�•iQ�} ,';•o='" This is to certify that = ``.:ti, 44 tu 4tl�,;t , NICK RILEY �, tsir ', / pd04.r�.r -+-+-.'-t• e .4.tee 11A di iVA 1�v "A A�' .010.400 t�•.-�: has successfully completed a course in 44i�ri� t•Vil alp • ♦ ,1:;zz�. Visual Weld Inspections•�41i ��14�.�.��• 7lI tP1 ilia} till•••• �! 1 '. � ...A ♦t�\. ♦�t1v` CONDUCTED BY -----..—÷z rli .•• .fit! � %. �*♦•Si 1, VS SRI Training Group _�_::•� II,••., �� .▪ •.• 11,x, �Il/ii.�.• � �1 r�:�� .•ii.1}r it1C.: �i� rl structor Vice Preslden Engineering =� )4•14%• a D;... �,! l . �t1.): 7- x7-00 1- 21-OO i , 1ii t•. .o..+w -.•,„,......4,4ss•• • t:d�.+-'•-- Date Date -'rtt42t ♦ ,l�i.iy4} -'�.`...gi'ell •t /' *:i i '1 : . . 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"`T4•S i ...�.l"•t♦f :Xt4:'w w:`Sir ..,t♦:♦�rwa...r444:5;44. 4.101,.'v'Iw� .,..41 i i�+•♦•♦• Ili;44:••tfI ;:.:474##C► 4:.•♦`♦•+40+•4%•♦,fir+.#.i ;;;•♦$.44.�r► :St tiii po;.♦t�#y#i{o;.. q r►•.�A 1i i �♦++.Zi#•#•�rt••�•♦��.4frO ;•♦J#99 ti♦rie P`{'eV O At.ri•. 1#►r#>•�i. �{•.�� lHt /+#► ' Ott N#/ NH NN !+H vet Nll NH 11H Not N+► NH ft#/ \�♦'A 4'04 NNE 1St NtN, im ►Ntt 1'+1►t fNN f1et • INtt mitt NNt Nt t Nttt NNt� Nftt At•\yt•�tt�tit}f'� NN{ / 1/N�'�tltf►a NN //j ►1i �tN} Nt} tff4� ►H1 NH ' ►ftt► opt\ !fN l.\\ ►t ,„,...tiS1�, �, ,t}f It/1�tt}tt{e tttttf� 1 It}tF j ►1}tl'f t}}►1�,1' 1t}}I 14}t+ �P�� +t}II,� 1t}l1 1t}►► %l�� 1ti}I It}}� ,i��l+lt}�t` . .. ,,,,.,•,„...._ ---mss} }t t} tt tt }tttt} ttttts }ttttt }ttttt ttt�ttt ,, s„,,f�„ �i,�l�iit�+� 'l�ititit�, ti►i4,1�t�fi li „, ,,,,..., ..„......s...3,........,..::'�ft' ��_��, It it tltiiultuitltlll tii i uti u►tu� ,11, „ .„.. ...............,__ O.,.., ..._ .........:,,, • r:e� Ip•�e�`-•'w titti 4, pt" � This is to certify that f ••fir �il�• -a44 ---i. ♦ ttri-`i f rtap DA •et• _ JOHN LAMAR it+ limes:F-4. 40 ��f •: *1 :4 -4• +.♦ \IittetOV4 has successfully completed a course in 0�-x-.# • • i.•y4vr. - f <• 4V k1 initit tat it, ♦ Visual Weld Inspection •1 Win uiitP 'Ittt CONDUCTED BY .r�+:a, • ti no •'• _ ERI Training Group -▪ ..>.uti:u 404• 1:44 Instructor= yeLL___ / J�� Vice Preside' - Engineering #I♦fan tructor}11/14y♦� i' "7- , 7- Q o `_T ^ Z'"1-O :=__=.._._=t::...__..._.d":....:::..:::::;;:::....siit.%.y.- - �i\Iir Date Date e-.41 ♦ ..� „tml 431,41iiiiiiIkki \biltfilkitiiiiiiiiPit om ��,, n �tllrntn lrnm ; t,ti llm r• __., . �;1:a —� tt ,�,t 1111,+,} qtr iiiiii t► \ �,Ottoitt+ , ),44spoycilt l/�1�},t,4}I,e / },tiiii },+,I}I,t,+ 1 },4,t}t}tt ii}+'it}�tii \��j�ttti}ike i� +iti i{�;:;: iiii,4 tt ttN ► ► INIV '/%►H► Itit ► if �4O 4►++,4, ei ►tot )1+111°•••+`.. >� 1#1###1#1 #►#/####1 (111##11# . iI#1###1t.•.I(►1###### (###t #1#/:1#t.O i(►►#1#ittt O.♦i►1{#/Ott+.4 i t1{#1.►#tt••.i}#{#/�#ttt J.I#1{###1tp✓.♦►O##:#�p O.I Alike ✓.i+f{►1#1t p♦p,�j�• �II•j:::::;�+t1t•p•♦►`ttt ♦+•.tit•'" ♦N•14'Mc 1.• 4,94,4404-6;6y49++.14 . .♦• ♦ • �• 2" li .♦ b ♦i•. ♦mot '♦ •• • ♦♦ ♦ JL a'S. kg ttetee 1 ♦..� ♦ ♦ ♦♦♦. .♦♦♦� �, ♦•♦•♦ !. ♦ � ... ♦•♦�♦.. ! ♦•♦�♦ lt. ♦�♦�♦ .. ♦�♦•t.'�*♦i♦.Ipt.�'c:♦i•Jt t..��'y♦l.♦�,.•S.t�V J�t.l. 1 :..• �♦ ...•r ♦. �•....•• � o•♦ •i•• Gt♦•♦• t.0'��s. ♦ ?'✓' 44♦✓!.: �LVb?.�0 GV✓ L✓� ✓� •, a a arm .y♦✓•� •a,'. ♦ L ♦ ♦ .♦✓:?'✓' tr .tom' d � ✓� �ra ♦ aim oar +e r7 �w ..� ♦� Y + .. �♦ .�� .4i •r. a ♦rs aM aV rVi aV. • a}.' `� �� /�_ ♦ �. ♦ '` i r ♦ ♦ ♦ ♦ �:*%' ♦taw ♦ ��w ♦ `: ♦ �i 4 y `� :•i .•••. ..e..-44.-...-4..Oi a:.17..'.11i 11.•e 0i7•+Ire ..4Net.� Der r♦�%.7-e e`+�S rr. 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C:16,1 �ll• •i1.1��St 114/iii ''tan r� .440 Wes GARY RUFF t r we (• l•;•a��_a— -...-C-4::. ♦ on i "` Si fiat. ,411 I N ...._s-=_ has successfully completed a course in -- .--_ • •ite.... X41 • // ,4,4 4 fit•.. __ • ,1,.;�: f Visual Weld Inspection �� .•'.. IPi:O n I -- 4/4+ 4�•�4.40 CONDUCTED BY '=' • • ro��+� ' :4;ys :n rv: .4❖it tH. us , •. EM Training Group =--- '� *Nib --"-"4-«f..+.:•. ...a-. -..r„`'++-. • the+��y + ��ttl1� ,e�Ji ii~ ry � AS, +1{ii � I t tY/ i•i+ti III �+t•.+. 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AVG. AVG. AVG. Section #: Section #: Section #: 1. 1. 1. 2. 2. 2. 3. 3. 3. AVG. AVG. AVG. Paint Thickness: Section #: Section #: Section #: 1. 1. 1. 2. 2. 2. 3. 3. 3. AVG. AVG. AVG. Section #: Section #: Section #: 1. 1. 1. 2. 2. 2. 3. 3. 3. AVG. AVG. AVG. POSITECTOR 6000 COATING THICKNESS GAUGE GALVANIZED MATERIAL .Calibration . Slide probe cover open. . Place probe on un-coated steel. . Verify that machine is set to measure Ferrous material (See note) . Measure material. . Lift probe from un-coated surface and adjust display to zero (0.00), using the + and - button. . To test calibration, measure material found in blue envelope,which is located in the inside of the POSITECTOR 6000 case. . Adjust display for final accuracy. Measuring Material . After calibration is complete,you may begin measuring coated material . Galvanized coatings should be a minimum of 3.9 mils. . Take 3-4 readings to assure thickness. PAINTED MATERIAL Calibration . Slide probe cover open. . Place probe on un-coated brass. . Verify that machine is set to measure non-ferrous material (see note). . Measure material. . Lift probe from un-coated surface and adjust display to zero (0.00), using the + and - buttons. . To test calibration, measure material found in blue envelope,which is located in the inside of the POSITECTOR 6000 Case. . Adjust display for final accuracy. Measuring Material . After calibration is complete,you may begin measuring coated material. . Paint coating should be a minimum of 3.0 mils. . Take 3-4 readings to assure thickness. NOTE: to verify if the machine is reading ferrous or non-ferrous material, look at the left corner of the screen while you are taking a reading. If you see a F, it is reading ferrous. If you see an N, it is reading non-ferrous. To change the setting from ferrous to non-ferrous, press the+ and - buttons simultaneously. This activates the menu. To answer yes to the display given press +; to answer no, press -. When non-ferrous is displayed, press +. This will switch the machines readings from ferrous to non-ferrous. QNI7 Shipping and Receiving Coordinator Responsibility 1. Will receive materials at the direction of the Fabrication Coordinator with assistance from the Purchasing Coordinator. Is to help verify that the material is what was ordered as specified by engineering. Will collect material test certificates and/or other identification and supply this documentation to the Fabrication Manager for appropriate filing. 2. Arrange and organize a project for shipment. This responsibility includes verifying that a double check and double count of all materials listed on the shipping record has been performed. Then, a review with the Project Coordinator and Fabrication Manager is made to help assure the - job is shipped with all materials and parts as intended. 3. A final copy of the shipping record is checked and signed and then turned into computer entry for final job closing. The final copy of the official shipping record is provided in the ERI job file. • M7 ERI Fabrication Procedures fp10.01.97 FP1 Selection of Materials FPIA Receiving of Materials FPIB Material Handler/Setup FP2 Bending FP3 Cutting FP4 Tacking Tolerances FP4A Tower Tacking FP4B Pole Tacking FP4C Bolt Together Leg Tacking FPS Welding FPSA Tower Section Welding FPSB Pole Flange Welding FPSC Pole Layout and Finish Welding FPSD Miscellaneous Welding FPSE Welding for Bolt Together Legs FP6 End Milling FP7 Finishing FP8 Q.C. Inspection FP9 Assurance Inspection FP10 Crew Foreman FP11 Shipping Fabrication Procedures October 1,1997 FP1 Selection of Materials: Structural materials selected for a job shall be identified and marked on the job computer sheet or otherwise recorded and submitted to the Fabrication Manager. 2. Tolerances shall be in accordance with the standard mill practices as outlined in the American Institute of Steel Construction (.RISC), 9th Edition. In addition to these _ tolerances the steel should be straight enough for the final product to have individual members within a section to be plumb within 1 part to 400 between any braced segments. Rolled steel sections should not have any seams, cracks, or other visible irregularities. 3. Any structural deficiencies should be brought to the attention of the Fabrication Manager and the Engineering Department. Crooked steel out of tolerance should be identified and set aside for straightening. 4. Acceptable steels with certificates of compliance, or other pertinent identification from the supplier, are ASTM A36 and A572 for solid rounds and plate. For pipe acceptable steels are, ASTM A53 Grade B at Fymin of 35 ksi, and ASTM A139 Grade B and ASTM A252 with Fymin of 45 ksi for pipe. ASTM A325 and A449 for bolts and threaded fasteners. All other steels such as A36-modified, A576, AISI CD1018, etc. need to be provided with mill certificates verifying laboratory reports. Tower solid round steel should conform to the Electronics Research Material Requirements as stated of page F 1 a. G:\Drafting\CAROUKURT\QC-3-99.WPD 1 FP1A Receiving of Materials: 1. Check and verify all materials for fabrication. ▪ Proper paperwork • Proper ID • Quantities Physical dimension Quality • Tag Material (hold) 2. Document all materials. =. Notify purchasing of non-accepting materials and discrepancies and then tag the materials. 4. Once material is cleared, release it for fabrication Rev. 6/05/98 2 FP1B Material Handler/Setup 1. Material will be put in it's proper location after it has been released by receiving, for manufacturing. 2. Materials and parts for next project will be setup for tackers at respective fixtures prior to completion of current project. All ports and material should be clear of dirt, oil, paint etc. fill out pull sheet on work order. 3. Will assist saw, ironworker, bender and mill operators to prepare for next project prior to _ completion of current project. 4. Will assist in receiving and finishing when possible. 5. Work area will be cleaned and maintained at end of shift. 3 FP2 Bending: 1. Bending of inner tower section material, solid round diagonals and horizontals, should be done with pin diameters not to be less than 2 times the diameter of the material being bent, and plates should be bent on a bending radius of no more than 1.5 times the plate thickness. These guidelines were developed by AISC specifications and by ERI cold bending tests verified by MQS Inspection, Inc. All concrete reinforcement steel should be bent to the following ACI requirements: Rebar Size Bending Pin Diameter No 3 - 8 6 times bar diameter No 9-11 8 times bar diameter No 14-18 10 times bar diameter 2. Bent inner members for tower sections should be verified on a layout table and completed so that the bent pieces can be positioned within two tower legs in a manner so that all members are true and straight within one part in 400. The edge tolerances should be from just touching the legs to minus 1/16 inch on each side. These members can ride up slightly from the centerline of the leg material, but should not extend beyond the outer portion of the legs within the tower face. All bent material for a particular job, or stock tower section run, should be kept together and properly identified for that job. Straightness within one part in 400: 1/32 inch over 15 inches 1/16 inch over 30 inches 1/8 inch over 60 inches 3. Any discrepancies or alterations from these tolerances and bending pin diameters should be approved and documented by the Fabrication Manager, the assigned General Floor Manager, or the Engineering Department. Engineering should be notified of the tolerance changes and approve the final product through the Quality Assurance Inspector prior to sending the product to galvanizing or fmal shipment. 4. ERI Recommended Bending Procedure for Various Bar Sizes: a. Bend Z-bracing up to and including 5/8" S.R. b. Bend X-bracing up to and including 3/4" S.R. c. Bend K-bracing up to and including 3/4" S.R. Exceptions in bending bars above the diameter sizes shown should be approved by the Fabrication Manager and Engineering. Rev. 6/05/98 Rev. 11/26/01 4 FP3 Cutting: 1. In general all cutting of tower leg and inner member steel will be done on the large upright band saw, with some cutting accomplished on other horizontal band saws. 2. 3. Leg material should be cut with each end square within 1/64 inch. The overall length of the leg should be within 1/16 inch. Lengths shall be defined on the plans. Consideration shall be given to legs inserted in the center of flanges with holes in them, or in designs where the legs are sitting on top of flanges. This is to allow legs in a section to be cut so the overall section lengths can be layed up +/- 1/32 inch of the overall dimension on the plans. Fabrication Manager should be alerted if these tolerances are not held. The Fabrication Manager and/or Shift Foreman can authorize work to continue if they feel adjustments to bring fabricated sections within reasonable tolerances can be obtained. 4. Inner tower members should be cut so that they will lay next to tower legs, without extending beyond the plane of the tower face. The minimum cut length should leave a maximum gap of 1/16 inch on each side. 5. Other structural shapes should be cut to plans square within one part in 400, and within an overall dimension of+/- 1/16 inch. 6. Any discrepancies or alterations from tolerance should be approved and documented by the Fabrication Manager and/or the head Engineer. Rev. 6/05/98 5 FP4 Tacking Tolerances: Tower sections, pole sections, and legs of self supporting towers should be tacked up in the ERI tacking fixtures unless otherwise authorized by the Fabrication Manager or the General Floor Manager. Sections shall be laid within the following tolerances: a. Fixture Tolerances - leg to leg +/- 1/16 inch cross face +/- 3/32 inch b. Final Leg Tolerance - +/- 1/16 inch (in comparison to other leg lengths) +/- 1/32 inch without end milling straight within 1 part to 400 between panel points c. Inner members - straight within 1 part in 400 between braced points d. Panel points - within +/- 'V inch from plan dimension. To be straight within 1 part to 400 would be equivalent to: 1/32 inch over 15 inches 1/16 inch over 30 inches 1/8 inch over 60 inches 2. Tackers should be qualified to ERI's AWS certified tacking and/or welding procedures. 6 FP4A Tower Tacking 1. Fixture alignment will be checked weekly using the designated tower section. Any misalignment should be reported to crew foreman. A quick squareness check will be preformed at beginning of each shift. 2. Verify that all parts and materials are correct to prints. 3. Verify that adaptor plates and fixture settings are correct. 4. 5. Tack inner members in place making sure they do not stick out past the outer most plane of the tower face. 6. All tower members (gins, K-braces, horizontal, diagonals, steps etc.) And tabs (feed line conduit grounding etc.) Will be attached to sections unless they obstruct weld areas prior to removing section frame fixture. Verification that legs are straight, to within 1/16", in between all panel points of the section, will be made before removing section from fixture. 7. All identification tags will be attached to sections prior to removing section from fixture. 8. Remove section from fixture. Final tacked sections should be visually checked with overall length checks made with a tape measure. If out of tolerance it should be brought to the attention of the Fabrication manager and/or the QA Assurance Inspector. They will make the decision if the section needs to be broken apart and the out of tolerance members repositioned. This decision will be based on overall product appearance and upon meeting engineering design strength requirements. Final decisions are to be brought to the attention of engineering. Mark as completed on QC check sheet and fill in all pertinent information and paper work. 9. Work areas will be properly cleaned and maintained at end of shift. Rev. 6/05/98 Rev. 5/14/99 #4 7 FP4B Pole Tacking: 1. Fixture will be checked for alignment weekly using a designated pole section. A quick squareness check will be preformed at the beginning of each shift. Any misalignment should be reported to crew foreman. 2. Verify that all parts and materials are correct to prints. 3. Verify that adaptor plates and fixture settings are correct. 4. Check pole material for proper end preparation (squareness, beveled, un-beveled, cleanliness, etc.). 5. Tack section in accordance to print making sure that gaps between flange and pole does not exceed 1/8" at any point. 6. Attach proper identification tag on section. 7. Remove section from fixture and mark as completed on QC check sheet and fill in all pertinent information and paper work. 8. Work area will be properly cleaned and maintained at end of each shift. 8 FP4C Bolt Together Leg Tacking Part A. Tacking Plates 1. Verify that all parts and materials are correct to prints. 2. Verify that correct space settings are used to position blocks for attachment plates. 3. Tack section in accordance to print making sure that a tack is placed one inch from each end of each plate, and that there is a tack placed in the middle of each plate 4. Verify that tacks are sized large enough to hold plate but thin enough to properly penetrate the material. ERI test results indicate a weld approximately 1/4" will meet this criteria. (Cannot exceed 5/16") Part B. Tacking Flanges 1. Verify that all parts and materials are correct to prints 2. Verify that flanges have the correct angular relationship with respect to the leg. 3. Flanges must have a minimum of three tacks 4. Verify that tacks are sized large enough to hold plate but thin enough to properly penetrate the material. ERI test results indicate a weld approximately 1/4" will meet this criteria. (Cannot exceed 5/16") 5. Attach proper identification tag on leg. 6. Remove leg from fixture and fill in all pertinent information and paper work. 7. Work area will be properly cleaned and maintained at end of each shift. FP5 Welding: 1. Only welders who are qualified to the ERI AWS certified welding procedures shall be allowed to weld completed assemblies. All welding requirements defined by ERI Welding Procedures and in accordance with ANSI/AWS D1.1-96 and the Visual Weld Acceptance Criteria, NP-5380, Volumes 1-3, Project Q101, 1087 for Nuclear Construction Issues Group shall be met. ERI Welders are to be qualified to the following procedures: a. Welders are to pass an 8x8x1 inch V-groove butt weld as an AWS pre-qualified joint test. Test joint is to be in the 2G (horizontal) position for all welding assignments, and 2G (horizontal) for welding assignments limited by the Engineer-in-Charge and the Fabrication Supervisor. Tackers must pass the 2G test plate position. These test plates are to be X-rayed and passed by M.Q.S. The ERI welder test report must be on file for all welders. The 3/8 inch plate will qualify welders for up to 1 inch plate, with the 1 inch plate test to qualify welders for unlimited thickness. b. Welders must satisfactorily pass on an annual basis a 2 5/8 inch od x 2 '/2 inch long ring flange test to 2, 2 1/4, or 2 'h solid round leg piece. This test will be cut and etched by ERI and passed by the Engineer. c. Welders must satisfactorily pass on an annual basis a sample of inner solid round member to solid round leg steel test. This test will be cut and etched by ERI and passed by the Engineer. d. Welders must satisfactorily pass on an annual basis a sample of pipe to flange in the 5F position. This test will be cut and etched by ERI and passed by the engineer. 2. Details on the type of weld, size of weld, required penetration, preheat requirements, along with any special instructions on the approved plans for fabrication shall be followed. Welds shall be undersized in accordance with table 6.1. Weld profiles shall be in accordance with Figure 5.4. 3. Welding shall be done on only dry steel with both the room temperature and the steel temperature at or above 50° F without preheating, unless otherwise noted on the plans. If steel or air temperature is below 50° F, then a rose-bud torch shall be used to nock the chill off the steel, and in general shall bring the welded joint up to 100 F. It is not acceptable to weld on steel if the room temperature is below 50°F without approval from engineering. 4. Minimum preheat and inter-pass temperatures for welding of steel assemblies using the GMAW process shall be: *Member Steel Thickness (t) Temperature (F) 'h" to 1". 50 deg min. 1" to 2-1/2" 150 deg min. 2-1/2" to 4-1/2" 225 deg min. 4-1/2" to 8" 350 deg min. 8" 400 deg. min. 8-1/2" 425 deg. min 9" 450 deg. min. Variations in these preheat procedures can be made if approved by the Engineering Department. Inspection records of preheat temperatures should be taken. Rev. 11/20/02 * REV. 04/04/03 10 5. The thickness of material noted for Preheat in Section 4 applies to the thickness of the flanges and plates attached to legs and/or the diameter of the legs. It does not apply to the welding of diagonals or girts directly to legs. The following procedure shall be used for these diagonals: a. Double pass all around weld required for 5/8" or smaller bar without preheat. b. Triple pass weld required for 3/4" and larger bar without preheat. c. Inner lacing of bar 1-1/4" and above in size requires preheat of 150°F and multiple pass welds. — 6. Single ring to leg multiple pass welds can be done without preheat if both sides of ring is welded in one continuous procedure (without allowing joint to cool in between passes). 7. Sections shall be checked prior to welding to see if excessive moisture is present in the weldment area. If moisture is determined to be in the steel, all weld joint areas shall be heated to approximately 125° F. This is to remove excess moisture on the steel (knock the chill off). If this is found necessary, the shift foreman shall be advised to determine who should "knock the chill off' prior to welding. Rev. 11/20/02 • 11 Table 3.2 Prequalified Minimum Preheat and Interpass Temperature4 (see 3.5) c C Thickness of Thickest Part Minimum Preheat and a at Point of Welding Interpass Temperature n t W e 0 B o 0 0 -n r Y Steel Specification Welding Process in. mm °F °C IP ASTM A36 ASTM A516 1/8 to 3/4 incl. 3 to 19 incl. None' ASTM A53 Grade B ASTM A524 Grades I& II ASTM A106 Grade B ASTM A529 Over 3/4 Over 19 ASTM AI31 Grades A,B, ASTM A570 All grades Shielded metal arc dim 1-1/2 incl. thru 38.1 incl. 150 66 A CS,D,DS,E ASTM A573 Grade 65 welding with other ASTM A139 Grade B ASTM A709 Grade 36 than low-hydrogen Over 1-1/2 Over 38.1 ASTM A381 Grade Y35 API 5L Grade B electrodes Mot 2-1/2 incl. dim 63.5 incl. 225 107 ASTM A500 Grade A Grade X42 ' Grade B ABS Grades A, B,D,CS,DS ASTM A501 Grade E Over 2-1/2 Over 63.5 3W 150 ASTM A36- ASTM A570 All grades ASTM A53 Grade B . ASTM A572:`.`Grades 42;50 ASTM A106 Grade B ASTM A573` `"Grade 65 ASTM A 13 Grades A,B, ASTM A588 CS,D,DS,E ASTM A595 Grades A,B,C 1/8 to 3/4 incl. 3 to 19 incl. None' AB 32&36 ASTM A606 Dli 32&36 ASTM A607 Grades 45,50,55 EH 32&36 ASTM A618 Grades lb, II, III Shielded metal arc ASTM A139 Grade B ASTM A633 Grades A,11 welding with low- - Grades C,D • hydrogen electrodes, Over 3/4 Over 19 Mot B ASTM A381 Grade Y35 ASTM A709 Grades 36,50,50W submerged arc thru I-1/2 incl. 38.1 incl. -50 10 ASTM A808 welding,r gas metal ASTM A441 API 5L Grade B arc welding,flux ASTM A500 Grade A Grade X42 cored arc welding , Grade B API Spec.2H Grades 42,50 Over 1-1/2 Over 38.1 thru ASTM A501 ABS Grades All 32&36 thrt,2-1/2 incl. 615 incl. 150 66 ASTM A516 Grades 55&60 DH 32& 36 65&70 EH32&36 ASTM A524 Grades I& II ABS Grades A, B,D, ASTM A529 CS,DS Over 2-1/2 Over 63.5 225 107 ASTM A537 Classes I &2 Grade E _ (continued) r/ 3 to i 0\1 t r p S. �i..drtr�YY�1. ERI TOWER SOLID ROUND STEEL SPECIFICATIONS ELECTRONICS RESEARCH MATERIAL REQUIREMENTS THEW 3/4" RD OVER 3/4" RD Description Inner Member Tower Leg Tower Steel Steel Grade ASTM A-36 or equal ASTM A-572 Gr. 50 or equal (Includes A36 - Modified) C .23 Max .23 Max MN 1.35 Max 1.35 Max SI .04 Max 4r .15/.25 Preferred .04 Max or .15/.25 Preferred C.E.* .50 Max (Aim .45 Max) .50 Max (Aim .45 Max) Yield Min 36,000 psi min 50,000 psi min Yield Max — Aim 70, 000 psi max Tensile 58,000/80,000 psi 65,000 psi min/95,000 psi max Yield Ratio Aim .83 Max Aim .83 Max Tensile Straightness Machine Straightened Machine Straightened 1/8" Max in 5 Ft. 1/8" Max in 5" Ft. (Aim 1/16" Max in 5 ft.) (Aim 1/16" Max in 5 ft.) Forming IBR= 1XD Not Formed Elong% (2" Gage) 21.0% min. Elong % (8" Gage) 18.0% min. *C.E. Formula= C +Mn + Si + Cr+ Mo + V +Ni + Cu 6 5 IS Approved By: — Ernest R. Jones, P.E. ERI Structural Div. Manager Date: g — Z —cc S (Rev. 08/12/98) (solidstl.erj) FP5A Tower Section Welding 1. Check and verify that section is built to print and ID tag is correct. 2. Check all weld detail and possible preheat specification. 3. Preheat if necessary. 4. The order and method of welding sections should be approved by the Fabrication Manager. Methods should be established with regards to the following concerns: a. Welding equipment and machine settings should be equivalent to what the individual welders qualified samples were completed with. b. Welding should be in only positions in which the welder is certified to. c. Welds should be of proper size and be completed in a continuous and timely fashion to assure joints and flange areas remain at reasonable "Preheat Temperatures". This should be sufficient to prevent the potential of weld metal or heat affected metal areas from "cracking" due to high thermal stresses or hydrogen in the welding atmosphere. It also is to help assure proper and anticipated weld penetrations. d. Welding procedures should be completed in methods that have been proven to leave sections straight without twisting or bending. NOTE: Section should always be rotated in a convenient and proper position to make welds. Rotate section in position so as many welds can be made as possible, working both sides of section without repositioning section. This will minimize repositioning of section and result in a more efficient work flow. 5. Verify that guy ears are properly beveled prior to being tacked in place. 6. Verify that all guy ears are positioned correctly in relation to panel points. This location should be as detailed in approved plans, or the guy ear hole should be positioned on a 45 degree tine from the panel point center. 7. Make final check against print and for missed welds. 8. Complete required paper work and release to quality. Rev. 6/05/98 12 FP5B Pole Flange Welding 1. Check and verify that sections are built to print and I.D. tag is correct. 2. Check all weld detail and possible preheat specifications. 3. Check flange tacks for proper spacing and quality. Grind ut any bad tacks and report them to foreman. 4. Preheat if necessary. 5. Weld flanges to proper specifications as shown on prints. 6. Clean all welds. 7. Complete required paper work. 8. Clean and maintain work area at the end of the shift. 13 FP5C Pole Layout and Finish Welding 1. Check and verify that section is built to print and I.D. tag is correct. 2. Layout section for location of all internal and external pans. 3. Tack in place all internal and external parts. 4. Final check for location of all parts. 5. Check print for all weld detail and possible preheat specifications. 6. Weld all ports, sizing welds as specified on prints. 7. Clean all welds. 8. Complete all required paper work and release to Q.C. 14 FP5D Miscellaneous Welding 1. Check print for proper dimensioning and weld detail. 2. Verify that all parts are cut to the required length. 3. Verify that all holes and slots are correctly dimensioned and properly positioned. 4. Tack assembly together according to print. 5. Pre-heat if necessary. 6. Weld assembly and check for proper weld sizes. 7. Complete required paper work and release work order to quality control. Rev. 6/05/98 15 FP5E Welding for Bolt Together Legs 1. Check and verify that leg is built to print and ID tag is correct. 2. Check all weld detail and possible preheat specification. 3. Check flange and plate tacks for proper spacing and quality. Grind out any bad tacks and report them to foreman. 4. Preheat if necessary 5. Weld plates to proper specification as shown on prints. 6. Using motorized rotation weld flanges to proper specification as shown on prints. 7. The previous mentioned welding methods should be preformed with the following concerns: a. Welding equipment and machine settings should be equivalent to what the individual welders qualified samples were completed with. b. Welding should be in only positions in which the welder is certified to. c. To greatly reduce the possibility of star cracks, welders must pulse at the end of their bead to properly complete the weld (fill the crater). d. Welds should be of proper size and be completed in a continuous and timely fashion to assure joints and flange areas remain at reasonable "Preheat Temperatures". This should be sufficient to prevent the potential of weld metal or heat affected metal areas from "cracking" due to high thermal stresses or hydrogen in the welding atmosphere. It also is to help assure proper and anticipated weld penetrations. e. Welding procedures should be completed in methods that have been proven to leave legs straight without twisting or bending. NOTE: Legs should always be rotated in a convenient and proper position to make welds. 8. Make final check against print for missed or undersized welds. 9. Complete required paper work and release to quality control. 10. Clean and maintain work area at the end of the shift. 16 FP6 End Milling 1. Ends of all poles, all welded straight tower sections, truss tower legs, legs where flanges are perpendicular, and "Lambda" Sections should be milled square prior to galvanizing. After milling sections are checked by the mill operator and overall length and squareness verified. The milled condition of the tower and leg sections should be recorded. The end milling should leave sections with an overall stacking tolerance of better than one part in 1000. 2. If less than minimal thickness is left, ERI Engineering should be notified for approval prior to milling. POLE FLANGE FLANGE THICKNESS MIN. FINAL THICKNESS 1" 13/16" 1-1/4" 1" 1-1/2" 1-1/4" 1-3/4" 1-1/2" TRUSS LEG THICKNESS MIN. FINAL THICKNESS 1" 7/8" 1-1/4" 1-1/16" 1-1/2" 1-5/16" 2" 1-3/4" TOWER SECTIONS (PLATE FLANGE) THICKNESS MIN. FINAL THICKNESS 3/4" 5/8" 1" 7/8" 1-1/4" 1-1/16" 1-1/2" 1-5/16" 2" 1-3/4" TOWER SECTIONS (SINGLE RING FLANGE)NO MORE THAN 1/8" REMOVAL 3. For bolt together, self supporting towers, the legs of each tower section shall be checked as a group. Sections should be milled to the same length and distance from each end to the nearest flange hole. The sections should be milled to a tolerance of 1/32 inch. If this tolerance is exceeded the fabrication manager and engineering should be notified. 4. All welded self supporting tower legs and tapered tower sections shall be end milled if determined to be out of tolerance by physical measurement. An exception to this will be for 10 foot truss (12 inch and 15 inch) sections unless otherwise out of tolerance, or at the direction of engineering. 17 FP7 Finishing: 1. After "hot-dipped" galvanizing, all sections should pass through finishing. Any bent members should be properly straightened and excessive galvanizing drips should be removed. The ends of flanges should be cleaned of any excessive galvanizing. All bolt holes should be clear of any obstructions. 3. If the tower is to be painted, painting should follow the markings on the plans. If any discrepancies in the painting scheme in regards to FAA approved markings are found, review with ERI Engineering prior to painting. Prior to painting tower sections or pieces any dirt or other accumulations should be properly removed. Paint should be applied by using, paint mitts unless otherwise specified. At least two coats of paint shall be applied, and the average thickness of the final product should be 3 mils. The galvanized surface below the paint should not be able to be seen. 4. Paint shall not be applied to the steel if the air or steel temperatures are less than 60 F. Tower sections should be left in the heated paint area until appropriate temperatures are provided prior to painting. In cold weather fans should be used to apply air flow through sections to help dry the paint, and overhead heaters should be left on for warming steel sections. The sections should be left in the building overnight, and for at least 24 hours in cold weather. The paint surface should be scratch or tape checked for adequate drying before moving outdoors if temperatures are less than 60 F, or temperatures are to drop below 60 F. Rev. 6/05/98 18 FP8 Q.C. Inspection 1. Check and verify all sign off sheets and required paperwork which has been completed and report all non-compliance to foreman. 2. Visually inspect all welded and non-welded parts against prints and report all discrepancies to foreman. 3. One hundred percent (100%) visual weld inspections will be made on all welded items. 4. Ten percent (10%) magnaflux weld inspection will be made on all structurally significant welded items. If non-conformance is found, refer to QC-3 of the ERI Fabrication Procedures. 5. All items will be tagged for release or for hold. Reason for hold and signature of inspection will be stated on hold tags. 6. Ten percent (10%) of all galvanized sections will be checked for their thickness. The minimum coating for a section is 3.9 mils, according to ASTM A153 Specifications, for a "Class A" coating. This thickness should be recorded. 7. Ten percent (10%) of all painted sections will be checked for their thickness. The minimum coating for a section is 3.0 mils. This thickness should be recorded. 8. Complete all required paperwork and turn in daily summary sheet to foreman. 9. Clean and maintain work area Rev. 11/20/02 • 19 FP10 Crew Foreman 1. Instruct personnel of his or her proper procedures and see that they are followed. Report all non-compliances to supervisor. 2. Answer or seek answers to any questions or problems that may occur by using proper chain of command. 3. Report and log all equipment problems and safety hazards to supervisor. 4. Report and log all accidents and injuries to supervisor. 5. Report all material shortages to supervisor. 6. Assist in all fixture checking procedures. 7. Assist Q.C. Inspector when necessary. 8. Report and log any production problems or slow downs to supervisor. 21 FP11 Shipping 1. Verify that all necessary parts for job completion are included on the shipping record. 2. Shipping QC does a visual inspection of all parts included on the shipping record. 3. Shipping QC checks each structural member that comes out of finishing. 4. Parts are placed in an assigned cell ready for loading. - 5. Shipping QC verifies that all components are loaded onto the truck. Rev. 6/05/98 G:\Drafting\STRUCTUR\CAROL\Kurt\QC-3-99.WPD 22 Page 1 of 1 Ken Lind From: "Theresa Webster <twebster@eriinc.com> To: <CCMaslen@aol.com> Sent: Wednesday, October 15, 2003 10:08 AM Attach: F-5 Model (1).pdf; F-6 Model (1).pdf Subject: RE: Windsor, CO. Rebar Hello there, Here are the updated drawings showing the rebar cages as they need to be in the new blocks. These foundations are for the southwest anchors only. Thanks, Theresa Original Message From: CCMaslen@aol.com [mailto:CCMaslen@aol.com] Sent: Monday, October 13, 2003 1:30 PM To: twebster@eriinc.com Subject: Re: Windsor, CO. Rebar Hi Theresa, Thank you. If we have any more questions, we will contact you. Best Regards, Connie Connie Maslen PO Box 299 McAllister, Montana 59740 Phone: 406-682-5004 Fax: 406-682-5003 Cell: 406-671-7744 10/17/2003 GADrSTh,g LLNROJECTS11064521F3.dWg.10115/200311:11:42 AM,Therese Webster, Electronics Resean:h Inc. LOADS 62K 105K 8'-0' / 6' . 1-0'ttP. DE (9) PLACES 18'MIN.NEEDED P 85K \ WHERE i T i i �� CONCRETE REQUIREMENTS PER ANCHOR: 24.0 CU. YDS. ' .o F-}-+-f-i-i I8 REB4R TOTAL CONCRETE REQUIREMENTS: 24.0 CU. YDS. 1 1 1 1 1 I - r-' PI I r REBAR REQUIREMENTS PER BLOCK: i i i i I /5 TIES: (18)AT 21'-8' LONG = 387'-0'TOTAL - --F-i--4-4-a •B GRID MEMBERS: (22)AT 17-0' LONG = 374'-0'TOTAL I L I A n -i-I i 15' LONG 110K ANCHOR ROD In L_L_1_1-J-J 6 1 1 1 1 _ to I I 1 I to r-r-T-T-I-I - I 111 , 1 r-r-r-T-I r-t-r-I-titi 1 O F_y-}_J-i-_I 35' MIN. OVERLAP ggL_I.-i-i-4-,J j5 REBAR TIE !15 REBAR CAGE TIE WHERE NEEDED 1n L i l SCALE: 1/30 F-}-}-i -i j8 REBAR MAT DETAIL . IIIIII SCALE: 1/30 NOTES *-THE REINFORCEMENT DETAILED SHOULD BE PROPERLY SUPPORTED PRIOR TO AID DURING PLACEMENT 10'-7 11/16' REFERENCE E-1A FOR ANCHOR I OF CONCRETE THIS MAY BE ACCOMPLISHED WITH ADDITIONAL RE&R. WORK POINT RADIUS DUE TO DROPS MD 7 RISES IN SURFACE GRADEI #-SUPPORT ANCHOR ROD N POSIDON AILOAING FOR PROPER ANGLE, FAN PLATE CLEARNICE,AND AT MINIMUM A'COHOWETE COVER AT fR BASE. . Lk-FIELD REBAR SPLICES SKILL HAVE MINIMUM OVERLAP OF 301 THE DIAMETER OF THE BAR. II-Ir-P-.n=11=11= I'_II'_II-11 OF THE ANCH ROD SHOWN LAll BE USED FOR PROPER TOAST LONG FROM TOWER MAST. THE BASE To 3-0' C. AF THE ANCHOR R00 MAY BE ALTERED FOR PROPER SUPPORT AS LONG AS THE FOLLOWING CONDITIONS C., APPLY: O r / e, TOWER PIER A ANCHOR ROD ANGLE IS HELD(±1/2 B. FM PLAT CLEARANCE WIN PROPER DEGREE). FRONDED. D. MINIMUM C CONCRETE C OVER ALL ANCHOR ROD StFFFl.. lo -1 D. WORK POINT TOLERANCES aA ± 6 INCHES LATERAL 'm /I B. ± 3 FEET N UNE W/GUYS * {L _ #-SEE F-1 FOR AINNIIONAL NOTS. 8• ' ELECTRONICS RESEARCH,INC uS /e.w.+w MI6:slrw erw NAME .fl' M 'WM 10 rya wl t(tt•< elm me4W1 Y 11 I/4 e.ee ,. .+•�Ar ryr es�u IN . FOR_ ris CO 'or Eft TT GMNIIIER RD. i �trawanzml w4 a ncI wpWWIERW�IfI1oWV L CRANDLB L IN 41610-9637 IL.,.....,t14 �M PRONE: One)(M6-e000 'l ERAEN TIN WOMPOI e Aral EF'mat La .m 14ryyy-.n bse r PAX: (628)606-40P6 .(FARO 209 ER,D*EN06 MEMO!NB No !EYEBROW APP'D DARE Ml.As,D101 m en F-5 I G1DNNnpNLL'PROJECT511061612F-5.Qwg.10115/2003 11:11:42 AM,Therese Webster, Electronics Research Inc. LOADS 62K 105K 6' 7-0'TYP. TIE (4) PLACES 18' MIN. O'EWAP 85K . - WHERE NEEDED - - CONCRETE REQUIREMENTS PER ANCHOR: 24.0 CU. YDS. IF-If I I I /8 REBAR TOTAL CONCRETE REQUIREMENTS: 24.0 CU.YDS. r-+--r-a n i- - -i-i- I REBAR REQUIREMENTS PER BLOCK: Ii T I i i /5 11ES: (18)AT 21'-6'LONG - 38T-0'TOTAL r-r-r-r-+- - I I I I I /8 GRID MEMBERS: (22)AT 17-0'LONG = 374'-0'TOTAL F-L-#-1-i-� 1 1 1 1 ial i i i 15' LONG 110K ANCHOR ROO Ts L_L_1-1-1_J I 1 I I I o I1 J `r m l ' I I I I I f-F-T-T-T-I .o II I I'-i--i--1_I I a _ 5-0 35'MIN. OVERTAP I I I I- I 0 c F I I._!. _#_1_1_J /S REBAR WHEW REBAR CAGE TIE wH NEEDED w 0 I I I I I I sail: 1/30 L_1__1-1_1_J IF IF f ._j #8 REBAR MAT DETAIL ■ IIIIII Cf11P 1/30 NOTES 4-THE REINFORCEMENT DETAILED SHOULD BE PROPERLY SUPPORTED PRIOR TO MID DURING PLACEMENT / 10'-7 11/16' REFERENCE E-1A FOR ANCHOR / OF CONCRETE. THIS MAY BE ACCOMPLISHED WITH ADORIONAL REBAR. RADIUS DUE TO DROPS AND y WORK POINT RISES IN SURFACE GRADEI *-SUPPORF ANCHOR ROD M POSITION ALLOWING FOR PROPER ANGLE,FAN PATE CLEARMCE,AND AT NMIMUN 4'CONCRETE COA02 AT ITS BASE *-RE1D REBAR SPLICES SWLL HAW MMWUM OVERLAP OF 30X THE DIAMETER OF THE BAR. II-11 IP11=11411?, �vl:V�l1IE�I411- OF THE'WORN ADM'SHOWN AWLL BE USED FOE PROPER TPOSITIONSSL AS TOWER 01 BASE To OF THE ANCHOR ROO MAY BE ALTERED FOR PROPER SUPPORT AS LONG AS THE FOLLOWING CONDITIONS 1W 3'-0' APPLY: "' TOWER PIER A.ANCHOR ROD NW S HELD(31/2 DEGREE). m B.FAN RATE CLEARANCE WITH PROPER DRAINAGE PROIDED. I? r 1 C. MMIMUM 4 CONCRETE COVER OVER ALL ANCHOR ROD STEEL i ;,, 0.WORK POINT TO OWAItES °' 'i �I A 3 3 INCHES UNE IV to I 12 B. 3 3 FEET IN ATE W/GIBS I L, � *-SEE F-1 FOR ADDTIONAL NOTES. lama=RISENIce,INC. "'�p�y.o e , a Nona SI ANER ACV FFAtl11KW WM to =6O�6�N 4l 1e 11��>•I�I e VINA CO 11 1/4'' i ma Ton cAtmNIX Ion. wwN4w � p e- Tbiz OR lea2WWWIwnersvonsv rt. N_n� l 11 W MIMIC (8 w aT8100069/ iweW uwnWllriii vinml�ACl'184 2 pm f/m a a n '-s PROM (811)926-6000 L evalen e a aal to 2 anal as PAL (812) 626-4016 .pAIH6 aw La.WHOM MIN CH IC NO INVASION APP11 OM non as holm 1-5 GADrafIg1ALLNRQIECTSN064512F6.dW9.10115/2003 11:10:38 AM,Therese Webster. Electronics Research Inc. LOADS 84K 112K 6'-0" 6" 1'-0•TYP. TIE (4) PLACES 18• MIN. OVERLAP / 74K WHERE NEEDED -r-i-7-T-1 /8 REBAR CONCRETE REQUIREMENTS PER ANCHOR 20.0 CU. YDS. • p TOTAL CONCRETE REQUIREMENTS: 20.0 CU. YDS. -�F 'e I L- - - -�- I r-r-r-T-1-1 REBAR REQUIREMENTS PER BLOCK: 11111 I r-r-r-r-�-� 1 1 I ? /5 DES: (18) AT 19'-6• LONG = 351'-0'TOTAL Y-h-f-i-4-Y I I I ' /8 GRID MEMBERS: (18)AT 17-0• LONG = 306'-0•TOTAL I--1--i-.I-a-� 11 I III IIIIII 15• LONG i50K ANCHOR ROD lb C_L_L_L_J_J I _1I I I _ 1 1I1 1 1 1 r-r-r-T-l-1 ID I 1 1 1 1 I 11 1I r-r-r-+- I 115 REBAR CAGE TIE I a r-r-+-f-+-Y SCALE: 1/30 1 1 1 1 1 35" MIN. OVERLAP Lem ! ♦—�--1. I I I I 5 REBAR TIE WHERE NEEDED o s L_L_1_y_J_I I n LL_1_1_J_J F-f-t-t --I 18 REBAR MAT DETAIL ll L_L_i_i__,__, SCALE 1/30 8•_11 3/4• REFERENCE E-1A FOR ANCHOR / NOTES RADIUS DUE TO DROPS AND WORK POINT RISES IN SURFACE GRADE 4-THE REINFORCEMENT DETAILED SHOULD BE PROPERLY SUPPORTED PRIOR TO AND DURING PLACEMENT OF CONCRETE.THIS MAY BE ACCOMPLISHED WITH ADODONAL RENNK • 4-SUPPORT ANCHOR ROD IN POSITION ALLOWING FOR PROPER ANGLE,FAN PLATE CLEARANCE,AND AT MINMUM 4 CONCRETE COVER AT ITS BASE. 4-FIEID REBAR SPLICES SLAV HAVE MINIMUM OVERLAP OF 30X THE DIAMETER OF THE BAR 4-THE POINT•MAYSHOWN SHILL BE USED FOR PROPER T AS LONG FROM TOWER MAST.THE BASE 3'-0• n OF THE ANCHOR ROD MAY BE ALTERED FOR PROPER SUPPORT AS LONG AS THE FOLLOYING CONOT1OIC APPLY:LY. '° N 21/(TOWER PIER A.ANCHOR ROD ANGLE IS HELD 2 DEGREE). B FAN PLATE CLEARANCE WM PROPER DRAINAGE PROVIDED. 1147 C. MINIMUM C CONCRETE COVEN OVER AU.ANCHOR ROD STEEL m A YA - ANON POINT T F LATERAL A 6 INCHES CHES A. 6- B. ± 3 FEET IN UNE W/GUYS In L_' J *-SEE F-I FOR ADORONAL NOTE. lLRLTRONIDR R8SRARCH,INC *114 M's'1asr.Armor taro I. NAM Si O/l(R PICH0R LIYAVN)Th Di 6' .osAA.rA::tr W rse.A Ar.A e YiiYeIM sWAAMtir1 AA.ANa�A .I. - NR M l5/ 1'-5 3/4"• � al 7777 DARDNER RD Iy�r�eYPa.�y �'A`�ii Y— a MIW�AP,4V u s CHANDLER.IR 4'7810-9637 Ors rtelli rtI110W{mNeota 0-��saa, r.¢ VlaanirwM PHONIC (812)926-0000 YWIaa AMAIN OF Ia la Q—_—r"lr,?n?es -. FAX: (812)926-4028 ACOMI9I1 2003Og OR1ravt MINIM IC NO nV 1ON . DATE As Now 1-6 G:DraNngALLWROJECTS110645121F.54wg.10'152/X1311:11:42 AM.Theresa Webster. DecMats Research Inc. LOADS 62K 8'-0' 105K 6' V-0'TYP. TIE (4) PLACES 18' MIN. OVERLAP 85K . - - \ WHERE NEEDED I-4-T-1-4-1 --}I-}1-}1-{I-{1 IS RERANCONCRETE REQUIREMENTS PER ANCHOR: 24.0 CU. YDS.• TOTAL CONCRETE REQUIREMENTS: 24.0 CU. YDS. 1 1 1 1 1 ai r—r—r—t—,—I REBAR REQUIREMENTS PER BLOCK: I _I II Mill15 RE5: (18) AT 27'-6' LANG - 787'-0' TOTAL LF + iIi—a •i /8 GRID MEMBERS (22) AT 17'-0'LONG = 374'-0'TOTAL I I I I I I In -I I-i-I . 15' LONG 110K ANCHOR ROD . . . . m I I I I I -r- - -T--a b r Ir 1T I r-r-r-y-t- I mil1- i i i 35' MIN. OVERLAP 1 o F-♦-a-a-a--I 1- P I I I I I ►s REBAR DE #5 REBAR CAGE TIE WHERE NEEDED L-L-1-1-J-J a . II L_L_1_1_J_J SCALE: 1/30 I I 1 }-}-}-{ --I 18 REBAR MAT DETAIL � L11 -L J NOTES *-THE REINFORCEMENT DENTED SHOULD BE PROPERLY SUPPORTED PRIOR TO AND DURING PLACEMENT 10'-7 11/16' REFERENCE E-IA FOR ANCHOR[ OF CONCRETE.THIS MAY BE ACCOMPLISHED WITH A OIDONAL RERAN. WORK POKE RISES DUE TO DROPS AND / RISES IN SURFACE GRADE *-SUPPORT ANCHOR ROD IN POSIRCN ALLOWING FOR PROPER ANGLE, FAN PLATE CLEARANCE,AND AT MINIMUM 4-CONCRETE COVER AT ITS BASE. - *-RECD RERAN SPUCES SHALL HAVE MINIMUM OVERLAP OF 30%THE DIAMETER OF THE BAR. II-I�"-11'-11-11=11 I'=11'1111-11- *-THE'WORKPOINT'SHOWN SHALL BE USED FOR PROPER POSITIONING FROM TOWER MAST. THE 815E m 3' 0' co OF OF THE ANCHOR ROD MAY BE ALTERED FOR PROPER SUPPORT AS LONG AS THE FOLLOWING COMMONS C.n APPLY: TOWER PIER A ANCHOR ROD ANGLE IS HELD (±1/2 DEGREE). RA r ice/ °i B. FAN PLATE CLEARANCE WNH PROPER DRAINAGE PROVIDED. C. MINIMUM 4'CONCRETE COVER OVER ALL ANCHOR ROD STEEL a / D.WORK PoINT TOLERANCES: 0j a 'o : B 23 INCHES (DIEW I F B. ± 3 FEET R1 LNE W/GUYS d L { *-SEE F-1 FOR ADDITIONAL N TES I re 6' dL8LTR0I7CS RESEARCH, r,,„,,,,.....,dv•�""W-'�'—Hawes ""'DI ri PAR NO RV1)UK1Y kM( SSIYe ,,,,,a,,,,,,,,,.., arlH rrawry'ASS w H.wlweeitt FOR oel 11 1/4'a �� e:rsr Aisne•I.— AYaw r arw S IN{CO I 14 fin GARDNER RD. �HIY •Iwdwwa wHrw w rwH a ew tee A • CHANDLER. DI 47610-rerr �•Ms1 �iwlo�H mt�ma asrh v wads 1A0. /CBMCB �s\rva- PHONE: (612)926-6000 "tnaNOMMNSAVW,MEROMIL LM I�;y w. '�sr PAX: (612)916-4026 .I71PI S vM a D¢WIWs WWI It D REVL90N APP'D MR set a rmm �^ f-5 10rJ,o 111 INSTALLATIONS, INC. ' 7777 Gardner Road • Chandler,Indiana 47610 • (812)925-6000• Fax:(812)925-4030 • Home Page:www.ERIimc.com 750 ' GUYED TOWER DETAILS for WINDSOR, COLORADO Q �*, .. 1-4 PROJECT #: 10645 31492ofir OCTOBER 2003 %°-q-O3 This document/drawing contains information considered confidential by Electronics Research,Inc.("ERI"). This information is disclosed on a confidential basis and only authorized for use in the installation,operation and maintenance of ERI tower and antenna equipment, as appropriate. Reproduction, transmission or disclosure to others, or unauthorized use, without the express written consent of ERI, is strictly prohibited. UNAUTHORIZED DUPLICATION, REPRODUCTION, OR DISCLOSURE OF THIS INFORMATION IS A VIOLATION OF FEDERAL LAW.COPYRIGHT 2003,ERI,7777 Gardner Road,Chandler,Indiana 47610-9637 FAX 812-925-4026 60 1943P003 1 4 4 4 `1I 3 INDEX 4 3 3 ANTENNA DETAILS lA-1 Installation Detail lA-2 Supporting Saddle Placement Detail 3 ELEVATION DETAILS 3 Page 1-21 Tower&Inspection Manual P-1 Plot Plan Detail E-1 Tower Elevation Detail 3 Page 1-7 Guy Data Char E-1A Guy Wire Elevation&Cut Length Detail 3 E-2 Feed Line Distribution Chart E-3 Tower Fabrication Detail 3 FOUNDATION DETAIL F-1 Foundation Design Notes 3 F-2 Pier&Pad Detail F-3 Inner Anchor Foundation Detail 3 F-4 Outer Anchor Foundation Detail 3 CONNECTION DETAILS C-1 Base Assembly&Grounding Detail C-lA Flange Connection Detail 3 C-2A Inside Anchor Guy Attachment Detail C-2B Inside Anchor Guy Attachment Detail 3) C-3 Feed Line Tab Assembly Detail C-4 Lighting Assembly Detail 3, C-5A Safety Climb Assembly Detail C-7 Lighting Spur Assembly Detail 4, C-8 Safety Sign Connection Detail C-9 Star Mount Assembly Detail r� ISOA6-045 6'X 4'Ice Shield Assembly Detail 4 ISA04-060 4'X 6'Ice Shield Assembly Detail Y) TRANSMISSION BRIDGE DETAIL TBA03-030-1 Transmission Bridge End View Detail 3) TBA03-030-1A Transmission Bridge Top View Detail y TBA03-030-1B Transmission Bridge Side View Detail Ow PEGis .- ww�� 4102 September 29,2003(8:40am) +„+ ••,....•• �j\1\�\ 3) .,� aIONA�np11 3) a) a) if it ii dL Li iiaLIULiU 1UUUUUUUUUUUUJ UUUUU4 OUARTER-WAVE STUB I RADIATING ELEMENT TOP VIEW WITH RADOMES RI: � ` �_,. _� BAY 7 n. �j2 �� HOSE CLAMPS USED TO SECURE ELEMENTS TO SUPPORT SADDLE / PRE-CLAMPED SUPPORT SADDLE I/2"-13 X 3" BOLT. NUT & LOCK WASHER 42" LAMBDA co TOWER SETION ' m v 3 H=-�L ANTENNA BAY MOUNTING BRACKET ■�'_' BAY 2 , 4CENTERFEED CAN BE ROTATED ANTI-ROTATION BRACKETS ARE O' ADJUSTABLE AT HOSE CLAMPS TO AVOID ANY OBSTRUCTIONS ELEVATION VIEW SUPPORTING TOWER iASSEMBLY NUMBERS 5 BAY 3 6 U-BOLTS, NUTS & LOCK WASHERS USED TO SECURE BRACKETS TO TOWER LEGS INTERBAY LINE 7 42" LAMBDA BAY 4 TOWER SECTION ® mow 8 �. 8 7 CENTERFEED ASSEMBLY +17 O v t" > S = J y X O > la }j zz � o '63m m e > 2 \ / CENTERFEED DETAIL N• Z XI n to A - n I 1D - „' A0 to m o o+ \ 1 - �-' /-- ADJUSTABLE LINE TO LINE BRACKETS m 6 o �\ EACHPLACEDFROM o I .�, �. �� END OF 6' MATCHING SECTION & o o II \ �'� I / SECURED WITH HOSE CLAMPS �� _ y� ✓ FM t� BAY 5 / \ _ Rana BY / r� 12 '' �I -6' MATCHING SECTION n s . $g-R 1 y;t a t k � RADIATING ELEMENT Rv ^ 1 / WITH RADOMES ..' a€tee Xir.r Dal'3`j Z § e Ea Y3• 0 - 2 - a g11s�'a �_-°_= BAY 6 yI- Fit 1 14 RED BAND it 33 1 ANTENNA BAY MOUNTING BRACKET tin) tA ^ 0. o tn z RED BAND J\ ANTENNA INPUT 15 /> - �� BAY 7 o 16 — O 3. I '> s >' A `A Z NOTES: - M 1. ALL RED BANDS DESIGNATE SIDE TO BE MOUNTED DOWNWARD. IA 2 2. ASSEMBLE ANTENNA SYSTEM BY MATING CORRESPONDING NUMBERS. O `A Z 3. OVERALL LENGTH OF ANTENNA SYSTEM IS 73'-10 1/2" APPROXIMATE. I o I ., e C v) 4. ENSURE TO PLUMB ANTENNA VERTICALLY BY LOOSENING HOSE U ` -j e CI n CLAMPS ON PRE-CLAMPED SUPPORT S.400LES AND ADJUSTABLE I A $ 2 3 I r ^; LINE BRACKETS. c r a 5. ANTI-ROTATION BRACKETS HAVE BEEN OMITTED FROM ELEVATION @ 3z 9 2 VIEW FOR CLARITY. CENTERFEED i . 2 17 6. ROTATE CENTERFEED ASSEMBLY AS CLOSE TO TOWER AS POSSIBLE QIZ Q 9 a O •�.:_�� BAY 8 7. THE FIRST BAY OF THE ANTENNA SYSTEM IS CENTERED APPROXIMATELY Y 0 Z 11 —,_ �' 122 15/16" FROM THE TOP OF THE 42" LAMBDA SECTION. ' 0 �I� ' 8. FINAL ORIENTATION TO BE DETERMINED BY STATION PERSONNEL. oi ' o-, 18 �� = w2A0 ADJUSTABLE LINE BRACKET '^ Y 0 - 24" LINE STUB • INTERBAY TRANSMISSION LINE • "A" SETTING MAY BE ADJUSTED BY LOOSENING HOSE CLAMPS SECURING BRACKET SUPPORT SADDLE ANTENNA BAY RADIATING ELEMENT l II I lid I "A" - ANTENNA BAY MOUNTING BRACKET Aa SETTING CHART BAY NO. "A" SETTING 1 5" 2 5" 3 5" 4 5 5.. 6 5" 7 • 5" 8 5" ELECTRONICS RESEARCH, INC. This document/drawing contains information considered confidential 6 NAME SUPPORTING SADDLE PLACEMENT by Electronics Research, Inc. (IRO. this information is disclosed 5 Established 1843 on a confidential basis and only authorized for use in the installation, STATION. K IJA D—WINOS OR, CO. operation,and maintenance of ER! lower and antenna equipment. 4 FREQUENCY: 99 1 MHz PROJECT NO.: 106454\2 7777 GARDNER RD. as appropriate. Reproduction, transmission or disclosure to others, 3 — PATH C:\D.RAFTING\ALL\PROJECTS\706454\2 w unatlhorized use. without the express written consent of ERI, E/// ® CHANDLER, IN. 47610-9637 is strictly prohibited. UNAUTHORIZED DUPLICATION, REPRODUCTION, OR 2 FILE IA — 2 DRAWN MOH FACTOR NIS PHONE: (812) 925-6000 DISCLOSURE OF THIS INFORMATION IS A VIOLATION OF FEDERAL LAW. I DATE 09/79/03 APP'D A/u DWG. NO. FAX: (812) 925-4026 CCOPYI2iCHT 1002 ERI, ELECTRONICS RESEARCH INC. NO REVISION APP'D DATE MODEL SrIPx-1'81 AC 1,4 - 2 'I a GUYED TOWER 3 INSPECTION and MAINTENANCE 3 Ann/ 3 3 nCID ELECTRONICS RESEARCH, INC. 3 3 Index 3 1.0 INTRODUCTION Page 1 3 2.0 INSPECTION FREQUENCIES Page 2 3 3.0 ITEMS TO BE INSPECT_ED QUARTERLY Pages 3-5 4.0 ITEMS TO BE INSPECTED ANNUALLY Page 6-7 3 5.0 ITEMS TO BE INSPECTED ON 1 &3 YR FREQUENCIES Page 8 3 6.0 ITEMS TO BE INSPECTED Al 1'ER SEVERE LOADING CONDITION Page 8 7.0 MAINTENANCE Pages 9-13 3 3 I 4 3 111 I I 3 a I a 3 3 1.0 INTRODUCTION 4 The serviceable life of a tower can be drastically altered as a result of inadequate care and 3 maintenance. Any structure that is continually exposed to the forces of nature and a corrosive atmosphere could deteriorate beyond acceptable limits rendering the structure to limits less than the original design intended. Loose members, inadequate guy tensioning, improper positioning 3 of antennas and feed lines, improper damping, etc. can also result in a structure which will not 3 have its intended structural strength. Proper inspection and preventative maintenance is 3 necessary to preserve the integrity of the structure, reducing the probability of mishap or possibly catastrophic failure. Proper inspection and preventative maintenance is also required for the limited warranty of the structure. 3 This document covers the basic tower items to be inspected and maintained as well as 3 guidelines on proper methods of inspection and maintenance. It is not intended to be all-inclusive 3 and should be expanded where found necessary or desirable. The manufacturer's requirements 3 and suggested procedures for inspection and maintenance shall be included where applicable. 3 Requirements from local or state authorities as well as the interests of insurance carriers shall also be adhered to. Inspection forms are necessary to document all items of inspection along with their 3 frequencies.The dates of inspections with the signature of the persons performing inspections 3 shall be included. Inspection forms and other documents shall be reviewed by management and 3 kept on file.Items found needing repair or replacement shall be recorded.These items should either be repaired immediately or a schedule of importance with proposed dates of completion be established by management. 3 3 3 3 3 3 S 1 File Last Updated On: 8/13/2003 r 0 4 I 3 2.0 INSPECTION FREQUENCIES 13 The following chart is a summary of minimum inspection frequencies recommended. 1, Local climate and environmental conditions should be taken into consideration and adjustments made accordingly. 1 Year 3 Year 3 After 1" Frequency Frequency After Severe Year(First After 1" After 1" Loading -14 Item Quarterly Annual) Annual Annual Condition Tower Shaft X 3 (Visual) X Tower Shaft 3 (Climbing) X X X 3 Vertical Alignment X X3 X Guy Wires X 3 (Visual) X Guy Wires 3 (Check Initial X X X Tension) 3 X Guy Wire Dampers (visual @ X X X 3 Ground) Foundations X X 3 Lighting System X X X Elevatorz X X Note 1: 3 Severe loading conditions can be interpreted to be any condition, which subjects the tower and/or supported equipment to high or unusual stresses. Such occurrences include, but are not limited to, sustained wind velocities in excess of 60 MPH, significant ice accumulation, seismic action, galloping guy lines, flooding,etc.Major additions,modifications,or changes in the type and :3 location of equipment erected on the tower will require structural verification and may require special inspection. 3 Note 2: In addition to the elevator or equipment hoist maintenance inspection procedures required by the * manufacturers,all local and state inspection procedures shall be followed. 3 Note 3: Alignment checks on an annual basis can be verified by a visual check,preferably with a transit. :3 A written record of vertical alignment should be provided every 3 years at a minimum by using a transit and documenting the results. 2 3 File Last Updated On:8/13!2003 a 3.0 ITEMS TO BE INSPECTED QUARTERLY itt 3.1 Quarterly Tower Shaft Inspection The tower shaft shall be visually inspected at least once every three months (quarterly) or after any severe loading condition. The intent of this inspection is to view the tower shaft from the ground,or by elevator if provided, and to verify the following: a. Look around to see if there are any bolts, nuts, clamps, other tower or appurtenance parts that have become loose and fallen to the ground, or any evidence that this has occurred on the tower. b. Verify that members and appurtenances up the tower look to be in place. This can be accomplished by use of a transit or binoculars. If the tower is equipped with an approved elevator,this visual inspection should preferably be conducted while riding up and down the elevator c. Verify that all equipment such as antennas,transmission lines, or other appurtenances is positioned at their specified locations and in accordance with the approved tower loading plans and specifications. d. Visually inspect the tower component coating systems (galvanizing or paint) for any signs of deterioration or spots of local corrosion. e. Look up the tower and verify that the mast looks straight and is not excessively leaning or is out-of-straightness a noticeable amount. 3 3.2 Quarterly Guy and Guy Anchor Inspection a. Visually inspect the guy lines to verify that they are in place at the anchor and at the tower. Look at the sags from the anchor to the tower and verify that they look 4 reasonably consistent at each anchor point. This will give an indication if one or 4 more lines have become significantly loose compared to the other guy lines. 3 b. Make a visual and physical inspection of each guy wire for high frequency vibration. Grasp the strand approximately 2-3 feet away from the guy anchor socket and feel for any rhythmic vibrations or jerks on the line. Listening for any sound frequencies given off from the wires. Inspect the socket at the hairpin a socket, ESCO socket,rocket socket or turnbuckle.Make sure safeties are in place, if provided,and that the threaded portions of the fasteners are not backing off. Anchor nuts and lock nuts should be securely in place to prevent loosening. The *' 3 File Last Updated On: 8/13/2003 9 use of spray paint or tape at the threads of these connections can be used as a gage to easily determine if movement has occurred. 3 c. All guy wires should be inspected for broken individual wires in the outer layer of the guy strand. A broken wire may be the result of a fatigue break and will likely occur at the closed strand bridge socket at the guy anchor or at the open strand socket at the connection to the tower. The top and bottom 5 feet of guy strand should be inspected for fatigue wire breaks when possible. d. Check for signs of corrosion at the point where the strand enters the socket, 3 corrosion of the socket,or corrosion of guy strand wires. Inspect preforms, closed bridge socket"U"bolts, ESCO socket connections,turnbuckles,or shackles for 3 any deterioration, including corrosion. 3 e. The guy pins or bolts used as pins at the guy anchor assembly and at the open strand socket at the tower attachment plate shall be inspected for any signs of movement or rotation. Verify that all cotter pins and guy pin bolts are in place and in good condition. f. All grounding connections should be inspected to insure that they comply with the approved grounding system design plans and are properly connected. Inspect 3 connections of ground wires where possible to determine if they remain tight and determine if any visible corrosion or wear is occurring. g. Modes for special corrosion protection shall be visually checked to verify the 4 caps are accessible and that connection wires are in place. 3.3 Quarterly Foundation Inspection a. The surface of all concrete above grade shall be visually inspected for cracks, chips, spalling or other visible signs of damage. 3 b. Check the condition of grout under any plates. Look for cracks or any loose material. c. Inspect the soil around the guy anchors and the center pier for signs of movement or subsidence. The finish grade of the soil above the guy anchors and center pier should be marked or otherwise referenced for positive drainage of surface water away for the guy anchor assemblies and center pier. 4 File Last Updated On: 8/13/2003 3 3 3 d. Guy anchor assemblies,anchor bolts, plates, rods and embedded material shall be 3 verified that they are sufficiently above grade to prevent excessive corrosion. If 3 steel materials are not above grade, then a check of their corrosion protection 3 should be made.This may involve verifying that coating systems such as galvanizing,painting,or special wrappings are in place. 3 3.4 Quarterly Lighting System Inspection 3 a. It should be verified that each light at each level is in working condition. 3 b. Obstruction lighting and associated electrical systems shall be inspected quarterly 3 in accordance with the system manufacturer's requirements and as outlined in the manufacturer's maintenance manuals. c. The obstruction lighting system shall also be inspected as required by federal and 3 local government codes including the Federal Aviation Administration(FAA)and the Federal Communications Commission(FCC). 3 3.5 Quarterly Elevator or Equipment Hoist Inspection 3 a. Tower elevator or equipment hoist systems shall be visually inspected quarterly of all items outlined in the manufacturer's maintenance manuals. In addition,they shall be inspected as required by state and/or local governmental codes. r 3.6 Quarterly Guy Wire Damper Inspection 3 a. Verify that the location and number of all vibration dampers (high and low frequency)are in accordance with the approved drawings. 3 b. Check the condition of each vibration damper,all safeties,and connection hardware for signs of wear,corrosion,or deterioration. r s ! s r File Last Updated On: 8/13/2003 a `) 3 3 3 4.0 ITEMS TO BE INSPECTED ANNUALLY 3 4.1 Annual Tower Shaft Inspection 3 The tower shaft shall be thoroughly inspected by climbing from bottom to top on an 3 annual basis. This inspection shall include the flowing: a. All items listed in the quarterly visual inspection of the tower shaft(Section 3.0). 3 b. Verify that locking devices are provided where required,that pins for pin-lock- 3 nuts be engaged, and that the connections are at least snug tight. If the plans have 3 minimum bolt tensions specified,then a spot check of these bolts with a calibrated 3 torque wrench is the preferred method of verification. Bolts for tower members and appurtenances on the tower shall be inspected. 4.2 Vertical Alignment The vertical alignment and straightness of the tower shaft should be checked on a 2 day with little or no wind using a properly adjusted surveyor's transit. Two(2)transit setups are required. One setup is with the transit line parallel to one face of the tower and centered on a tower leg. The second setup shall be with the transit 90 degrees to the same tower leg. Two (2) sets of the readings shall be made at each set-up.The first reading shall be taken with the scope in its normal position;the second reading with the scope inverted and then rotated 180 degrees. The mean of the two readings 3 shall be taken as the final reading. a. The following tolerances for vertical alignment are recommended for towers: Plumb and Straightness—One part in 1000 (The TIA/EIA-222-F standard allows one part in 400) Twist-The twist between any two elevations should not exceed 0.5 degrees in 10 s feet and the total twist in the structure should not exceed 5 degrees. 4.3 Annual Guy Wire Inspection a. Guy Wire "Initial Tension"check: a The initial tension in the guy lines shall be checked on a calm day. Only the guy lines on the guy radial indicated in the"Guy Tension Data"section of the plans need be checked.The initial tension in the guy lines can be determined by direct readings from hydraulic gages, load cells or dynometers. It is also satisfactory to check tensions with the sight intercept distance method with a calibrated guy 6 $ File Last Updated On:8/13/2003 a 3 3 tension transit. All recorded readings shall include guy tension or sight intercept distance, the date and time the readings were made, the temperature, and the direction and velocity of the wind. Initial tension determined by hydraulic gages or load cells shall be subject to verification by the sight intercept method. A variation oft 5%from the guy line initial tension as shown in the Guy Tension 3 Data section is preferred, however variations up to 10%are usually acceptable. Let ERI know if variations of greater than 5%exist. 4.4 Annual Guy Damper Inspection a. High frequency guy line dampers shall be checked by verifying that they are located in their manufacturer's proper spacing on the guys and in their designated positions.The number of dampers on each line shall be verified 9 and all parts shall be checked for their proper positioning. b. Low Frequency Vibration Dampers or Suppressors shall be lowered to the ground and inspected;this can normally be accomplished in conjunction with guy wire initial tensioning since the low frequency dampers have to be disconnected at the ground to properly check wire tensions. I I 2 I I $ 7 I File Last Updated On: 8/13/2003 I ) 5.0 ITEMS TO BE INSPECTED ON 1 & 3 YR FREQUENCIES AFTER 1ST ANNUAL Items inspected after the First Annual Inspection are the same as the items listed under the Annual Inspection Section (Section 4.0)with frequencies as listed in the inspection frequency chart. 6.0 ITEMS TO BE INSPECTED AFTER A SEVERE LOADING CONDITION ) "After Severe Loading Condition Inspections"can be interpreted to be any condition that subjects the tower and/or supported equipment to high or unusual stresses. Such occurrences include, but are not limited to, sustained wind velocities in excess of 60 MPH, significant ice accumulation, seismic action,galloping guy lines, flooding, etc. Major additions, modifications, or changes in the type and location of equipment erected on the tower will require structural verification and may require special inspection. p I I r r I I r p p 8 File Last Updated On: 8/13/2003 I 3 3 '7 7.0 MAINTENANCE 7.1 Tower Shaft a. Deficiency and Modifications 3 All defective items found during any inspection of the tower shaft, whether visually or physically determined, shall be recorded. A schedule to repair or fix items that cannot be corrected during the inspection shall be immediately set up. 3 Items not immediately corrected should be discussed with the Owner, Structural 3 Engineer, and/or Manufacturer to determine the critical nature of the deficiency 3 and to help assure adequate and proper responses are made to all critical items. A qualified structural engineer employed by the Owner, shall be notified of any physical defects such as bows, bends,cracks,breaks, deterioration,missing,or 3 any other deformity of any major tower shaft member such as the tower legs, struts (horizontal support members),diagonals and any redundant members.No 3 modification to the tower shaft, such as removal of any member or fasteners 3 (bolts),drilling,cutting, welding or otherwise altering any tower member, shall be done without with out approval and supervision of a qualified structural engineer. b. Vertical Alignment Adjustments to the tower vertical alignment and the guy wire initial tension should be reported to the manufacturer or tower structural engineer when the 3 tolerance or variation of either as outlined in Section 4.1.1 a.and b. is exceeded, and a plumb and tension of the tower scheduled. c. Erection Bolts and Fasteners The tower structural member connection bolts should be ASTM A325 galvanized 3 bolts with lock nuts and shall be tightened so that all bolts have equal tension. 3 The self-locking hex shall have a minimum of one bolt thread projected beyond the locking wire or if a lock washer is used one thread above the nut. S I i p 9 File Last Updated On: 8/13/2003 ) With the lack of other documented information, at minimum, bolt torques should meet the following criteria: % inch— 110 ft-lb 1 inch—210 ft-lb Vs inch— 150 ft-lb 1'/s inch—230 ft-lb ' inch— 170 ft-lb 1% inch 250 ft-lb % inch— 190 ft-lb 1'/s inch 300 ft-lb These torques are the minimum to be accepted with bolts designed for bearing type connections and allowed only with nut locking devices. For friction y connections, or AISC fully tensioned connections, higher initial tensions will be ' required. For torques or tightening of other bolts the manufacturer or structural engineer should be consulted. d. Corrosion I. Galvanized Members Areas of corrosion on galvanized members should be thoroughly cleaned of all 8 corrosion by wire brushing. The surface should then be coated with ZRC zinc ' compound or approved equal. It should be painted or epoxied with a coating similar to what is in place over the zinc coating. 2. Non-Galvanized Members In some cases tower members or bolts may be used which are not galvanized. These members shall have an alternative coating. If deterioration of this coating system is occurring, it should be repaired by properly preparing the surface and recoating with the same, or acceptable, similar coating. It is best to consult the manufacturer for appropriate repairs to these items. Recommended product for zinc coating repair: Organic Zinc-Rich coating containing 95%metallic zinc,by weight in the dried film;recognized under the Component Program of Underwriter's Laboratories,Inc.as an equivalent to hot-dip galvanizing;conforming to Federal Specification DODP-21035A(formally MIL-P-21035A)for repair of hot-dip galvanizing and meeting the requirements of Military Specification MIL P-26915A USAF Specification for Zinc-Rich Paints;as manufactured by ZRC Worldwide,Marshfield,MA or other facility having been registered to the International Organization for Standardization ISO 9001 standard for quality. ZRC Worldwide 145 Enterprise Drive Marshfield,MA 02050 (800)831-3275 3 10 2 File Last Updated On: 8/13/2003 7.2 Guy Wires a. Deficiency All defective items found during any inspection of the guy wire, whether visually or physically determined, shall be corrected as soon as practical. b. Corrosion gr Guy lines with any sign of surface corrosion shall be treated with a special coating. These coatings should be approved by the manufacturer and applied in an approved manor. c. Initial Tensions The initial tensions in all guy lines shall be adjusted when the initial tensions are not within the tolerance outlined in Section 4.2.a. The vertical alignment of the 3 tower and antenna shall be adjusted as needed in conjunction with the initial tension adjustments. d. High and Low Frequency Vibration Dampers r Damaged high frequency vibration dampers shall be replaced as soon as possible. They should be located and positioned as shown on the erection drawings, or as specified by the manufacturer. 7.3 Tower Foundations 3 a. Deficiencies 3 All defective items found during any inspection of the foundations or discovered 4 at any other time shall be corrected. b. Center Pier Concrete or Grout 1. Cracking, spalling,peeling, crazing and efflorescence shall be repaired with cement grout or an approved epoxy resin agent with a minimum compressive strength of 4000 psi. To protect newly repaired surface areas from moisture and chemicals, a penetrating sealant should be . applied. 2. Corrosion or rust areas found on any embedded material shall be treated as any galvanized surface as called out in Section 7.1 d. 3. Grounding connections shall be repaired so that the conductivity of the ground system meets its original design requirements. 11 File Last Updated On: 8/13/2003 4 • 4 4 4. The finish grade of the soil at the center pier shall be as shown on the foundation construction drawing and such that it provides positive drainage of surface water away from the center pier. c. Guy Anchors 1. Cracking, spalling,peeling, crazing and efflorescence of the guy anchor shall be repaired with cement grout or an approved epoxy resin with a minimum compressive strength of 4000 psi. To protect newly repaired tsurface areas from moisture and chemicals, a penetrating sealant should 1 be applied. 2. Corrosion or rust areas on the guy anchor assembly or any other embedded material shall be treated as any galvanized surface as called out in Section 7.1d. 3. Grounding connections shall be repaired so that the conductivity of the 4 k ground system meets its original design requirements. 4. The finish grade of the soil at the guy anchors shall be as shown on the k foundation construction drawing and such that it provides positive } drainage of surface water away from the anchor. All guy anchor assemblies including the guy pins shall be above finished grade. All soil " used to restore the finish grade to the required elevation shall be similar to the original soil and shall be compacted. 7.4 Tower Obstruction Lighting All defective items found during a routine inspection or discovered at any other time shall be corrected as soon as possible in accordance with the tower lighting manufacturer's instructions,specifications which are included in the Tower Light • Manufacturer's Specifications,and government regulations. 44. 7.5 Tower Elevator or Equipment Hoist(If Applicable) The tower elevator shall be maintained in accordance with the instructions and specifications which are included in the Tower Elevator Maintenance Manual. 12 File Last Updated On:8/13/2003 3 n' S 3 3 3 7.6 Corrosion Protection Anodes(If Applicable) 3 Anodes installed as cathodic protection and/or as tower grounding shall be checked and replenished with magnesium if found low. Any broken or damaged 3 connections shall be repaired as soon as practical. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 `ra +3 3 3 3 13 File Last Updated On: 8/13/2003 C� N ELECTRONICS RESEARCH, INC. 7777 Gardner Road•Chandler. Indiana 47610•(812)925-6000•Fax(812)925-4026•www.ERlinc.com Quarterly Guyed Tower Inspection VISUAL INSPECTION OF TOWER MAST AND BASE FOUNDATION (Circle One) a. Is the area free from fallen fasteners or equipment? Y N b. Do tower members appear to be in proper position? Y N c. Are appurtenances properly attached in the correct locations? Y N d. Are feed lines and conduits properly attached? Y N e. Is the tower coating satisfactory? Y N f Is the mast straight? Y N g. Are all lights at all levels working properly? Y N h. Are the ground wires at the base properly attached? Y N i. Is the condition of the concrete pase pier satisfactory? Y N j. Does the base foundation have proper soil cover and drainage? Y N Comments on any items listed above answered "No" Other comments regarding the tower mast and base foundation VISUAL INSPECTION OF FEED LINE BRIDGE (Circle One) a. Is the general condition of the bridge satisfactory? Y N b. Is the bridge free from damage from falling objects such as ice? Y N c. Are the feed lines and their attachments in the proper position? Y N d. Are the feed lines and their attachments in satisfactory condition? Y N e. Is the lighting cable/conduit and its attachment in the proper position? Y N f. Is the lighting cable/conduit and its attachment in satisfactory condition? Y N Comments on any items listed above answered "No" 3 3 Other comments 3 a 3 Quarterly Guyed Tower Inspection VISUAL INSPECTION OF INNER GUY ANCHORS Anchor Location (N, SE, SW,etc.) a. Guy wire appears in proper position and of uniform sag? YNYNYN b. High frequency vibration dampers in proper locations? YNYNYN c. Low frequency vibration dampers in proper locations? (Snubbers) YNYNYN d. Is guy wire free from high-frequency vibration? YNYNYN e. Is guy wire free from low-frequency vibration? (Galloping) YNYNYN f. Are hairpins/turnbuckles in proper positions & lock nuts fastened? YNYNYN g. Is the guy wire free from any broken wires in the strand? YNYNYN h. Is the guy wire free from significant corrosion or wear? YNYNYN i. Are the cotter pins and/or guy pin bolts properly in place? YNYNYN j. Are the ground wires properly attached and corrosion free? YNYNYN k. Is all vegetation clear of the guy wire and the guy anchor? YNYNYN I. Is the condition of the concrete foundation(if visible)acceptable? YNYNYN m.Is there proper soil cover and drainage at the foundation? YNYNYN Comments on any items listed above answered "No" Other Comments • Inspected By: Date: (print name) (sign name) Quarterly Guyed Tower Inspection VISUAL INSPECTION OF MIDDLE GUY ANCHORS(If Applicable) Anchor Location (N,SE, SW,etc.) a. Guy wire appears in proper position and of uniform sag? YNYNYN b. High frequency vibration dampers in proper locations? YNYNYN c. Low frequency vibration dampers in proper locations? (Snubbers) YNYNYN d. Is guy wire free from high-frequency vibration? YNYNYN e. Is guy wire free from low-frequency vibration? (Galloping) YNYNYN f. Are hairpins/turnbuckles in proper positions & lock nuts fastened? YNYNYN g. Is the guy wire free from any broken wires in the strand? YNYNYN h. Is the guy wire free from significant corrosion or wear? YNYNYN i. Are the cotter pins and/or guy pin bolts properly in place? YNYNYN j. Are the ground wires properly attached and corrosion free? YNYNYN k. Is all vegetation clear of the guy wire and the guy anchor? YNYNYN I. Is the condition of the concrete foundation (if visible)acceptable? YNYNYN m.Is there proper soil cover and drainage at the foundation? YNYNYN Comments on any items listed above answered "No" F, r . Other Comments 3 3 3 0 3 Inspected By: Date: 3 (print name) $ (sign name) a . Quarterly Guyed Tower Inspection VISUAL INSPECTION OF OUTER GUY ANCHORS(If Applicable) Anchor Location (N,SE,SW, etc.) a. Guy wire appears in proper position and of uniform sag? YNYNYN b. High frequency vibration dampers in proper locations? YNYNYN } c. Low frequency vibration dampers in proper locations? (Snubbers) YNYNYN ;z .14? d. Is guy wire free from high-frequency vibration? YNYNYN e. Is guy wire free from low-frequency vibration? (Galloping) YNYNYN f Are hairpins/tumbuckles in proper positions& lock nuts fastened? YNYNYN g. Is the guy wire free from any broken wires in the strand? Y N Y N Y N It.` h. Is the guy wire free from significant corrosion or wear? YNYNYN ,. i. Are the cotter pins and/or guy pin bolts properly in place? YNYNYN j. Are the ground wires properly attached and corrosion free? YNYNYN s. -r?,- - k. Is all vegetation clear of the guy wire and the guy anchor? YNYNYN. 1. Is the condition of the concrete foundation(if visible)acceptable? YNYNYN ' m. Is there proper soil cover and drainage at the foundation? Y N Y N Y N '¢ Comments on any items listed above answered "No" Other Comments , 24, It Inspected By: Date: (print name) } (sign name) t.., c iit rni® CA , ELECTRONICS RESEARCH, INC. 6` 7777 Gardner Road•Chandler,Indiana 47610•(812)925-6000 •Fax(812)925-4026-www.ERlinc.com r Annual Guyed Tower Inspection (The Quarterly Inpsection must be completed in addition to the Annual) p$, Check One: I. In 1st Annual Inpsection (—j 3-Year Inspection IT Other n Inspection After Severe Loading Condition CLIMBING INSPECTION OF TOWER MAST (Circle One) Y a. Is the area free from fallen fasteners or equipment? Y N b. Do tower members appear to be in proper position? N c. Are appurtenances properly attached in the correct locations? Y N d. Are feed lines and conduits properly attached? Y N t� e. Is the tower coating satisfactory? Y N ter f. Is the mast straight? Y N ,24 g. Are all lights at all levels working properly? Y N h. Are the ground wires at the base properly attached? Y N i Is the condition of the concrete pase pier satisfactory? Y N j. Does the base foundation have proper soil cover and drainage? Y N Comments on any items listed above answered "No" 6 Other comments regarding the tower mast and base foundation 3 3 1 3 Inspected By: 3 (print name) 5 (sign name) 3 (date) 3 Annual Guyed Tower Inspection TOWER ALIGNMENT Check with transit. Two transit setups are required. Line transit parallel to one face and center on the leg. Second setup should be at 90°on the same leg. Create a sketch in the space below of the locations used for transit setup. Indicate North. Transit#1 Transit#2 Guy Level Tower Lays Tower Lays Elevation (Top to Bottom) Left 0 Right Left 0 Right 1 2 3 4 5 6 7 8 9 10 Approximate wind speed during measurements: mph Sketch Annual Guyed Tower Inspection GUY TENSIONS Label North on the sketch below. Guys are numbered from top to bottom. GUY LEG A Guy Wire Guy Wire Initial Number Diameter Tension 1 2 3 4 5 6 ) 7 8 9 ) 10 GUY LEG A GUY LEG B Guy Wire Guy Wire Initial Number Diameter Tension 1 2 3 4 5 ) 6 ) 7 GUY LEG B GUY LEG C 9 10 } GUYLEGC Guy Wire Guy Wire Initial Number Diameter Tension 1 2 • 4 5 6 7 8 9 10 G:\DraftingtALL\PROJECTS\10645\P-1.dwg, 09/12/2003 09:58:43 AM,ABuehn RADIUS 523' • (DROP 17') N RADIUS 393' (DROP 22') W E • • • RADIUS RADIUS 396' 373' (DROP 2') (DROP 25') RADIUS 508' / (DROP 2') RADIUS 538' (DROP 32') • ELECTRONICS RESEARCH, INC. Th° document/firming contains mtarmation conskered confidential 6 NAME PLOT by Electronics Reumch, Inc. (-00�. This mtormation u disclosed 5 Established IG O on a confidential basis and only authorized for use in the installation, 4 FOR KNOT? M rim operation,and maintenance of ERI tower and antenna equipment. U/ C. 7777 GARDNER RD. as appropriate. Reproduction,transmission or disclosure to others. 3 PATH C:\DRAFTINC\ALL\PROJECTS\70645 or unauthanzed use, without the ecppreas written consent of ERI, ® CHANDLER, IN 47610-9637. is strkty prohibited. tPdeiNORIZEO DJPLI:ATION.REPRODUCSION.OR 2 FACTOR f/7700 DRAWN AC6 NAME p_t PHONE: (812) 925-6000 DISCLOSURE OF THIS INFORMATION 5 A VAHATION OF FEDERAL LAW. 1 DATE 09/09/03 as Aim DRAWING NO.FAX: (812) 925-4026 *COPYRIGHT 2003 FRI, ELECTRONICS RESEARCH INC. NO REVISION APP'D DATE NAIL N/A LM OPT -11 a GUY DATA CHART _ SHACKLES lh 11/16' BS 110.0' 10' X 4-1/2' % 1' 3/4" 11/16' 1-1/4'- 7/B" 7/8' --- --- • 6,960 e 11/16" B5 220.0' 10" % 4-1/2' X I' 3/4' 11/16" 1-1/4' 7/8' 7/8' • 5,220 11/16" BS 330.0' 10' X 4-1/2' X 1' 3/4' 11/16' 1-1/4' 7/8", I-I/B' 7/8" (2) 56K X 40' I 6.960 1 i ft 5/8' BS 435.0' 10' X 4-1/2" X 1' 5/8' 5/6" _ 1' _ 1', 1-1/8' _ 3/4" 77K % 40' --- • 3.840 p�A�p��ll 5/B' BS 435.0' 10' X 4-1/2' X 1' 5/8' 5/8" 1' 1", 1-1/8' 3/4" 77K X 40' --- • 3,840 211E li i t 13/16' 85 550.0' 10" X 5-3/4" X 1-1/4" 7/8" 13/16' 1-1/2" I-1/B', 1-1/8" 1' (2) 77K X 40' --- • 8,000 11�� 15/16' B5 660.0' 10' X 5-3/4' X 1-1/4" SS RS 1-3/4" 1-1/8", 1-1/8" 1-1/8' (2) 77K X 40' ___ • 10,800 13/16' BS 747.0' 10' X 5-3/4' X 1-1/4' 7/B" 13/16' 1-1/2" 1-1/8", 1-1/8' 1' (2) 77K X 40' --- • 6,400 g P\N •SEE DRAWING E-1A FOR GUY WIRE RADII AND CUT LENGTH L� $ DESIGNED APPURTENANCE LOADING ANTENNA TYPE ELEVATION LINE ANTENNA TYPE ELEVATION LINE Ca (2) 3' SOLID DISH 25' (2) RG-8 8' X 6' ICE SHIELD 260' - - - P 3' X 4' ICE SHIELD 30' - - - SHPX-4AE W/RADOMES 320'-350' 3' 0 750.0' 4' GRID 78' 7/8' SHIVELY 4 BAY W/RADOMES (6813) 381'-411' 3" 747.0' 747.0' 6' X 4' ICE SHIELD 83' - - - SHP%-2AE W RADOMES o / {40'-450' }' s n 38 IA YAGI (DECIBEL ASP816) 90' 7/8" 4' X 6' ICE SHIELD 470' _ 727.2' m ' 4' GRID 125' 7/8' SHIVELY 8 BAY W/RADOMES (6813) 523'-593'- '3' y 14;- - ' I I - 37 2-WAY W/MOUNT 177' 7/8' SHPX-4AE W/RADOMES 622'-652' 3' • x 4O'-it I I 2.?.. 707.4 20' WHIP W/MOUNT 197' 7/8' SHPX-BAD W/RADOMES 673'-742' 5' I I 44' 36 6' GRID 245' 7 B RED A-3 5 BEACON W/SPUR I 0-.1 687 7' '/ / / - - - CONDUIT JS ID 667 9' J ^ x P 9 660.0' 34 a 660 0 4. \ C TOWER DESIGN NOTES y a I m 33 I, g g ^ 6400' 1. TOWER DESIGNED FOR A 85 MPH BASIC WIND SPEED (74 MPH 4 •� yyy�y 7. 32 WITH 1/2' RADIAL ICE) (FASTEST MILE] IN ACCORDANCE WITH THE ` pi111! l; ANSI\ETA-TIA-222-F STANDARDS. THIS IS EQUIVALENT'TO 105 MPH YYYYYY (3 SECOND GUST] WIND SPEED PER TABLE 1609.3.1 2000 • 1 '6 31 I INTERNATIONAL BUILDING CODE.,RN 30 ,J, 2. WELD TOGETHER TRIANGULAR TOWER SECTIONS HAVE BOLTED 34g s gy N f CNDNLOCKING. E INSTALLATION USE GALVANIZED A 222- BOLTS, NUTS mss. AND LOCKING DEVICES. INSTALLAIgN PER EA-222-F AND RISC S SPECIFICATIONS. • gag n 24. 560.0' 3. TOWER MEMBERS ME NOT DIPPED'GALVANIZED IN 10 E ; 3 r '� m m 28 50.0' ACCORDANCE WITH ASSN A-123 AND A-153 STANDARDS. }:� $ - x r 540 0' 4. LEG STEEL IS ASSN 1572 GRADE 50 OR ED. All OTHER 0. ♦ STEEL IS A-36 UNLESS OTHERWISE SPECIFIED. 9 N 27b 5. WELDS ME FABRICATED WITH ER-705-6 ELECTRODES. g. 26 6. USTED WEIGHTS ARE ESTIMATES TO BE USED FOR WSTALLA 3 I ,n i ERECTION PLANNING ONLY.Y. IT R SHAl1 BE 7HE RESPONSIBILITY OF S8 B Ea a 25 N I �i THE ERECTOR TO VERIFY ALL SECTION WEIGHTS AT GROUND LEVEL I ^ s�` PRIOR TO THE FINAL HOISTING OPERATION. 24 CS �7 23 V ONON gg 440.0' ARTERIAL I Mr 1r m I o m g 22 435.0' g_ ~ O a i 2 � N 1 MARK SIZE Si. ��L..BTT ~ a 10 T - 420 0' A t-1/8'• .R IY, V 4 N Si 21 I B 1-1/4'9 S.R. V ,m„ P � ' Z Cj q �N n n 20 ,r r-WEIGHT IJST n m @ 19 NARK SIZE t` U Q• T" V 04 I W-1 1,580 LBS. '\ I 10 I • P Is W-2 1,220 LBS. I 340.0' in W-3 620 LBS. m o 1�.- 17 130.0' N 3200' 1 16 I 461 0 fi 7 n - s. I 14 43" I 13 240,0'_. n \ 0 2 220.0' 220.0' m o n 1]T U l///.J „�i N 200 0' I \\11• 4 ((I , y "%v.csI 76• \tC�eg�1• j J V a 9 I• BS' \¢ oc N - 6 T � � P y 7 4r 120.0' 1 m g 6I 110.0' '��4949h4 0111 w 100.0' v 72 7 5 as 5 4 in 1 m I - ] I 2I20.0' ^ i C 110 I s ' i 1 D 18 � 480 2 >2 2N R-• - Rs• m ^ m 105K 62K 84K Vi 5 ig 6 vl uml }98K \ I 112 m H ''I '�' 5,1 N ' AT...'� G 85K v 74K IN ili ngga � i2 § 1 _ � i :3 3 ERICable Job Page Windsor 1 of 7 3 Electronics Research,Inc. Project Date 7777 Gardner Road 10645 10:55:00 09/30/03 3 Chandler,IN 4 7610-963 7 Client Designed by "' Phone:(812)925-6000 Regent Communications FAX:(812)925-4030 Maurer 3 3 3 Guy Data Description Bottom Level Guy Size 11/16"BS 0guvanchor 13.9158 deg Site Offset 10.0000 ft along guy Ochre 15.5241 deg chord H 396.0000 ft HOW 386.3648 ft V 110.0000 ft Voila& 107:3236 ft 3 Guy Area 0.2840 in2 Lc 410.9939 ft Initial Tension 6.96 K @ 60 F L„ 410.6249 ft 3 Guy Modulus 24000 ksi Guy Weight 0.99 plt Anchor Offset Guy Tension (Kips) 3 Temp (F) Ls (Ft) Intercept(Ft) Intercept (Ft) Tower Average Anchor 0 411.0243 8.9870 8.5561 9.35 9.29 9.24 3 5 411.0257 9.1845 8.7441 9.15 9.09 9.04 10 411.0271 9.3894 8.9392 8.95 8.90 8.84 3 15 411.0286 9.6020 9.1417 8.75 8.70 8.65 20 411.0303 9.8227 9.3518 8.56 8.50 8.45 3 25 411.0320 10.0517 9.5699 8.37 8.31 8.26 30 411.0338 10.2894 9.7962 8.17 8.12 8.07 3 35 411.0357 10.5360 10.0310 7.98 7.93 7.88 40 411.0378 10.7920 10.2747 7.80 7.74 7.69 3 45 411.0399 11.0575 10.5276 7.61 7.56 7.50 50 411.0423 11.3329 10.7898 7.43 7.37 7.32 3 55 411.0447 11.6184 11.0617 7.25 7.19 7.14 60 411.0473 11.9142 11.3434 7.07 7.01 6.96 3 65 411.0501 12.2208 11.6353 6.89 6.84 6.78 70 411.0531 12.5381 11.9374 6.72 6.67 6.61 3 75 411.0562 12.8662 12.2499 6.55 6.50 6.44 80 411.0595 13.2054 12.5729 6.38 6.33 6.28 85 411.0631 13.6261 12.9736 6.22 6.15 6.08 90 411.0668 13.9891 13.3192 6.06 5.99 5.92 95 411.0707 14.3626 13.6748 5.91 5.84, 5.77 100 411.0749 14.7465 14.0404 5.75 5.68 5.62 105 411.0793 15.1405 14.4156 5.60 5.54 5.47 3 110 411.0839 15.5445 14.8002 5.46 5.39 5.33 115 411.0888 15.9579 15.1940 5.32 5.25 5.19 3 120 411.0939 16.3806 15.5965 5.18 5.12 5.05 125 411.0993 16.8121 16.0073 . 5.05 4.99 4.92 3 130 411.1049 17.2518 16A261 4.92 4.86 4.79 a 3 3 3 4 I. z_, ERICable Job Page t Windsor 2 of 7 {_ 1 . !... Project Electronics Research,Inc. Date 7777 Gardner Road 10645 10:55:00 09/30/03 r Chandler,IN 4 7610-963 7 Client Designed b q Phone:(812)925-6000 Regent Communications by ler FAX:(812)9254030 Maurer fi Guy Data Description 2nd Level # Guy Size 11/16"BS anchor 26.9184 deg Site Offset 10.0000 ft along guy 0chord 29.0546 deg chord `' f H 396.0000 ft Hose 387.2584 ft V 220.0000 ft Voeset 215.1436 ft Guy Area 0.2840 in2 Lc 453.0077 ft Initial Tension 5.22 K CO 60 F Lu 452.7561 ft Guy Modulus 24000 ksi yak Guy Weight 0.99 plf Anchor Offset Guy Tension (Kips) Temp (F) L5 (Ft) Intercept (Ft) Intercept(Ft) Tower Average Anchor :ac. 0 453.0625 13.9756 13.3695 7.38 727 7.16 ��> 5 453.0653 14.3309 13.7096 7.20 7.09 6.98 tt. 10 453.0683 14.6989 14.0617 7.03 6.91 6.80 0 15 453.0715 15.0799 14.4263 6.85 6.74 6.62 ';4 20 453.0748 15.4740 14.8034 6.68 6.57 6.45 25 453.0784 15.8813 15.1932 6.52 6.40 6.29 {sk.' 30 453.0822 16.3018 15.5956 6.35 6.24 6.12 35 453.0862 16.7356 16.0108 6.19 6.07 5.96 `? 40 453.0904 17.1826 16.4385 6.03 5.92 5.80 45 453.0949 17.6426 16.8787 5.88 5.76 5.65 50 453.0997 18.1154 17.3312 5.73 5.61 5.50 55 453.1046 18.6006 17.7957 5.58 5.47 5.35 c 60 453.1099 19.0652 18.2403 5.44 5.33 5.22 , 65 453.1154 19.6072 18.7590 5.30 5.19 5.07 ' ', 70 453.1212 20.1276 19.2571 5.16 5.05 4.94 a, 75 453.1273 20.6585 19.7653 5.03 4.92 4.81 w.. 80 453.1337 21.1995 20.2831 4.91 4.80 4.684 85 453.1403 21.7499 20.8099 4.79 4.68 4.56 90 453.1473 22.3089 21.3449 4.67 4.56 4.45 95 453.1545 22.8758 21.8876 4.56 4.45 4.33 i," 100 453.1619 23.4499 22.4371 4.45 4.34 4.23 105 453.1697 24.0304 22.9928 4.34 4.23 4.12 2" 110 453.1777 24.6165 23.5538 4.24 4.13 4.02 '' 115 453.1860 25.2074 24.1196 4.15 4.04 3.93 1." 120 453.1945 25.8025 24.6892 4.05 3.94 3.83 125 453.2033 26.4010 25.2621 3.96 3.85 3.74 1 130 453.2123 27.0021 25.8376 3.88 3.77 3.66 iTy 3 3 ERICable Job Windsor Page 3 of 7 3 Electronics Research,Inc. Project Date 7777 Gardner Road 10645 10:55:00 09/30/03 .y Chandler,IN 4 7610-963 7 Client Designed by wwl� Phone:(812)925-6000 Regent Communications FAX:(812)925-0030 Maurer a 3 Guy Data Description 3rd Level Guy Size 11/16" BS Cagey anchor38.2055 deg Site Offset 10.0000 ft along guy °chord 39.8056 deg chord 3 H 396.0000 ft Hoes& 388.3178 ft V 330.0000 ft Voeset 323.5982 ft 3 Guy Area 0.2840 in2 Lc 515.4765 ft Initial Tension 6.96 K @ 60 F Lc 515.0034 ft 3 Guy Modulus 24000 ksi Guy Weight 0.99 plf 3 Anchor Offset Guy Tension (Kips) 3 Temp (F) Ls (Ft) Intercept (Ft) Intercept (Ft) Tower Average Anchor 0 515.5137 13.9543 13.4225 9.58 9.42 9.25 3 5 515.5153 14.2582 13.7150 9.38 9.22 9.05 10 515.5170 14.5736 14.0184 9.18 9.02 8.85 3 15 515.5189 14.9008 14.3333 8.98 8.82 8.66 20 515.5208 15.2404 14.6600 8.79 8.62 8.46 3 25 515.5229 15.5929 14.9992 8.59 8.43 8.26 30 515.5251 15.9587 15.3512 8.40 8.24 8.07 3 35 515.5274 16.3383 15.7165 8.21 8.04 7.88 40 515.5299 16.7323 16.0957 8.02 7.86 7.69 3 45 515.5325 17.1411 16.4891 7.83 7.67 7.50 50 515.5353 17.5652 16.8971 7.65 7.48 7.32 3 55 515.5383 18.0049 17.3203 7.47 7.30 7.14 60 515.5415 18.4551 17.7536 7.29 7.12 6.96 3 65 515.5448 18.9330 18.2135 7.11 6.94 6.78 70 515.5484 19.4221 18.6842 6.93 6.77 6.61 3 75 515.5522 19.9281 19.1712 6.76 6.60 6.43 80 515.5562 20.4513 19.6748 6.59 6.43 6.27 a 85 515.5605 20.9919 20.1950 6.43 6.27 6.10 90 515.5650 21.5497 20.7319 6.27 6.10 5.94 95 515.5698 22.1248 21.2855 6.11 5.95 5.78 a100 515.5749 22.7171 21.8555 5.95 5.79 5.63 105 515.5802 23.3261 22.4418 5.80 5.64 5.48 3 110 515.5858 23.9517 23.0440 5.66 5.49 5.33 115 515.5918 24.5933 23.6616 5.51 5.35 5.19 gg 120 515.5980 25.2504 24.2942 5.37 5.21 5.05 125 515.6046 , 25.9224 24.9410 5.24 5.08 4.91 130 515.6114 26.6085 25.6015 5.11 4.95 4.78 u H S') I 1 ERICable Job Page Windsor 4 of 7 Is Electronics Research, Inc. Project Date 7777 Gardner Road 10645 10:55:00 09/30/03 Chandler,IN 4 7610-963 7 Client Designed by Phone:(812)925-6000 Regent Communications Maurer FAX:(812)925-4030 1 Guy Data Description Star Mount i Guy Size 5/8" BS Oguy anchor45.3007 deg Site Offset 10.0000 ft along guy Gchord 47.6870 deg chord H 396.0000 ft Honset 389.2682 ft V 435.0000 ft Vonset 427.6052 ft Guy Area 0.2340 in2 Lc 588.2525 ft Initial Tension 3.84 K © 60 F Lc 587.9924 ft P Guy Modulus 24000 ksi Guy Weight 0.82 plf Anchor Offset Guy Tension (Kips) Temp (F) Ls (Ft) Intercept (Ft) Intercept (Ft) Tower Average Anchor 0 588.3381 25.8060 24.9493 5.67 5.50 5.32 5 588.3426 26.4796 25.6009 5.53 5.36 5.18 10 588.3474 27.1755 26.2742 5.40 5.22 5.04 15 588.3525 27.8940 26.9692 5.26 5.09 4.91 20 588.3579 28.6349 27.6859 5.13 4.95 4.78 ) 25 588.3636 29.3981 28.4242 5.00 4.83 4.65 30 588.3696 30.1833 29.1838 4.88 4.70 4.52 35 588.3759 30.9900 29.9644 4.76 4.58 4.40 40 588.3826 31.8178 30.7652 4.64 4.46 4.28 45 588.3896 32.6659 31.5858 4.52 4.34 4.17 50 588.3970 33.5336 32.4253 4.41 4.23 4.05 55 588.4048 34.4199 33.2829 4.30 4.12 3.95 60 588.4129 35.3225 34.1563 4.20 4.02 3.84 3 65 588.4213 36.2440 35.0480 4.09 3.92 3.74 70 588.4302 37.1795 35.9533 4.00 3.82 3.64 a 75 588.4393 38.1289 36.8721 3.90 3.72 3.55 80 588.4489 39.0911 37.8032 3.81 3.63 3.45 85 588.4588 40.0645 38.7453 3.72 3.54 3.37 90 588.4691 41.0479 39.6970 3.64 3.46 3.28 3 95 588.4797 42.0399 40.6571 3.56 3.38 3.20 100 588.4906 43.0392 41.6244 3.48 3.30 3.12 105 588.5018 44.1749 42.7238 3.40 3.22 3.04 110 588.5134 45.1719 43.6886 3.33 3.15 2.97 115 588.5253 46.1731 44.6578 3.26 3.08 2.90 a 120 588.5375 47.1776 45.6302 3.20 3.01 2.83 125 588.5499 48.1843 • 46.6048 3.13 2.95 2.77 a 130 588.5626 49.1215 47.5119 3.07 2.89 2.71 a 0 0 a a I 3 ERICable Job Page Windsor 5 of 7 Electronics Research,Inc. Project Date 7777 Gardner Road 10645 10:55:00 09/30/03 Chandler,IN 4 7610-963 7 Client Designed by 3 Phone:(812)925-6000 Regent Communications FAX:(812)925-4030 Maurer 3 3 Guy Data 3 Description 5th Level Guy Size 13/16" BS 0ouyanchor 42.9952 deg 3 Site Offset 10.0000 ft along guy Ochoro 45.6319 deg chord 3 H 538.0000 ft Honset 531.0073 ft V 550.0000 ft Von set 542.8514 ft 3 Guy Area 0.3960 in2 Lc 769.3790 ft Initial Tension 8.00 K O 60 F Lu 768.9569 ft 3 Guy Modulus 24000 ksi Guy Weight 1.39 plf 3 Anchor Offset Guy Tension (Kips) 3 Temp (F) Ls (Ft) Intercept (Ft) Intercept(Ft) Tower Average Anchor 0 769.5321 37.9969 37.0318 11.21 10.82 10.44 3 5 769.5388 38.8134 37.8279 10.98 10.60 10.21 10 769.5457 39.6507 38.6443 10.76 10.37 9.99 3 15 769.5530 40.5087 39.4809 10.54 10.15 9.77 20 769.5606 41.3872 40.3375 10.32 9.94 9.56 3 25 769.5686 42.2860 41.2139 10.11 9.73 9.35 30 769.5769 43.2047 42.1097 9.90 9.52 9.14 34/ 35 769.5856 44.1429 43.0246 9.70 9.32 8.94 40 769.5947 45.1001 43.9580 9.51 9.12 8.74 45 769.6041 46.0757 44.9093 9.31 8.93 8.55 50 769.6139 47.0690 45.8780 9.13 8.74 8.36 55 769.6241 48.0794 46.8633 8.94 8.56 8.18 60 769.6347 49.1055 47.8640 8.76 8.38 8.00 65 769.6456 50.1480 48.8807 8.59 8.21 7.83 70 769.6570 51.2045 49.9111 8.42 8.04 7.66 75 769.6687 52.2745 50.9546 8.26 7.88 7.49 -y, 80 769.6808 53.3571 52.0105 8.10 7.72 7.33 85 769.6933 54.4513 53.0777 7.94 7.56 7.18 90 769.7062 55.6948 54.2907 7.79 7.40 7.01 ` 95 769.7195 56.7990 55.3675 7.65 7.26 6.87 100 769.7331 57.9120 56.4531 7.51 7.12 6.73 105 769.7471 59.0326 57.5462 7.37 6.98 6.60 110 769.7614 60.1601 58.6460 7.24 6.85 6.47 115 769.7761 61.2935 59.7516 7.11 6.73 6.34 120 769.7911 62.4320 60.8621 6.99 6.60 6.22 125 769.8065 63.5747 61.9768 6.87 6.49 6.10 130 769.8221 64.7207 63.0947 6.76 6.37 5.99 1 4 3 ERICable Job Page Windsor 6 of 7 Electronics Research,Inc. Project Date 7777 Gardner Road 10645 10:55:00 09/30/03 3 Chandler,IN 4 7610-963 7 Client Designed by Phone:(812)9254000 Regent Communications Maurer FAX.(812)925-4030 3 3 Guy Data Description 6th Level ..7 Guy Size 15/16" BS Oguy anchor48.2223 deg Site Offset 10.0000 ft along guy ochord 50.8147 deg 3 chord H 538.0000 ft Hottset 531.6817 ft 3 V 660.0000 ft Vow 652.2489 ft Guy Area 0.5270 in2 Lc 851.4952 ft 3Initial Tension 10.80 K CO 60 F Lc 850.9986 ft Guy Modulus 24000 ksi ma ma Guy Weight 1.85 pIt `, Anchor Offset Guy Tension (Kips) Temp (F) L$ (Ft) Intercept (Ft) Intercept (Ft) Tower Average Anchor 0 851.6572 45.5037 44.4620 15.34 14.73 14.12 5 851.6642 46.4763 45.4128 15.04 14.43 13.82 10 851.6716 47.4744 46.3885 14.73 14.12 13.51 15 851.6793 48.4979 47.3891 14.44 13.83 13.22 20 851.6873 49.5468 48.4145 14.14 13.53 12.92 25 851.6957 50.6208 49.4645 13.86 13.25 12.64 30 851.7045 51.7195 50.5387 13.58 12.97 12.36 35 851.7137 52.8427 51.6368 13.30 12.69 12.08 40 851.7233 54.0906 52.8570 13.03 12.41 11.79 45 851.7333 55.2582 53.9984 12.77 12.15 11.53 50 851.7437 56.4479 55.1616 12.51 11.89 11.27 55 851.7545 57.6588 56.3456 12.26 11.64 11.03 60 851.7658 58.8027 57.4640 12.02 11.41 10.80 65 851.7775 60.1412 58.7729 11.78 11.16 10.55 70 851.7896 61.4108 60.0143 11.55 10.93 10.32 75 851.8021 62.6979 61.2728 11.33 10.71 10.09 80 851.8151 64.0014 62.5475 11.11 10.49 9.88 85 851.8285 65.3202 63.8372 10.90 10.28 9.67 I 90 851.8423 66.6532 65.1408 10.69 10.08 9.46 95 851.8565 67.9992 66.4570 10.49 9.88 • 9.26 100 851.8712 69.3569 67.7849 10.30 9.68 9.07 105 851.8862 70.7253 69.1231 10.11 9.50 8.88 e 110 851.9017 72.1030 70.4705 9.93 9.32 8.70 115 851.9176 73.4889 71.8260 9.75 9.14 8.53 120 851.9338 74.8819 73.1884 9.58 8.97 8.36 • 125 851.9504 76.2808 74.5566 9.42 8.81 8.20 • 13O 851.9674 77.6845 75.9296 9.26 8.65 8.04 Ls ERICable Job Page Windsor 7 of 7 Electronics Research,Inc. Project Date 7777 Gardner Road 10645 10:55:00 09/30/03 .q� Chandler,IN 4 7610-963 7 Client Designed by r. �► Phone:(812)925-6000 Regent Communications FAX.(812)925-4030 Maurer P Guy Data Description Top Level Guy Size 13/16" BS °guy anchor 50.9734 deg 4zt Site Offset 10.0000 ft along guy ()chard 54.2380 deg it chord t H 538.0000 ft Haeset 532.1558 ft V 747.0000 ft Voeset 738.8855 ft r' Guy Area 0.3960 in2 Lc 920.5721 ft a Initial Tension 6.40 K @ 60 F Lc 920.3536 ft a?' Guy Modulus 24000 ksi r Guy Weight 1.39 plf Anchor Offset Guy Tension (Kips) Temp (F) L$ (Ft) Intercept (Ft) Intercept (Ft) Tower Average Anchor 0 920.8485 66.8008 65.3975 9.34 8.82 8.30 5 920.8605 68.2332 66.8007 9.16 8.64 8.12 A 10 920.8730 69.6890 68.2268 8.98 8.46 7.94 Z- 15 920.8859 71.1671 69.6748 8.80 8.28 7.76 20 920.8993 72.6662 71.1434 8.63 8.11 7.59 4 25 920.9132 74.1850 72.6313 8.47 7.95 7.43 4 30 920.9275 75.7223 74.1373 8.31 7.79 7.27 i. ',. 35 920.9423 77.2765 75.6600 8.15 7.63 7.11 e 40 920.9576 78.8463 77.1981 8.00 7.48 6.96 45 920.9733 80.4302 78.7500 7.85 7.33 6.81 50 920.9894 82.0269 80.3144 7.71 7.19 6.67 55 921.0060 83.6348 81.8899 7.57 7.05 6.53 60 921.0230 85.2389 83.4616 7.44 6.92 6.40 t ` 65 921.0404 86.8789 85.0686 7.31 6.79 6.27 70 921.0582 88.5123 86.6692 7.18 6.66 6.15 t 75 921.0765 90.1515 88.2755 7.06 6.54 6.02 80 921.0951 91.7952 89.8862 6.95 6.43 5.91 85 921.1141 93.4422 91.5003 6.83 6.31 5.80 i 90 921.1334 95.0914 93.1165 6.72 6.21 5.69 a 95 921.1532 96.7417 94.7339 6.62 6.10 5.58 (T 100 921.1732 98.4678 96.4256 6.52 6.00 5.48 5 ' 105 921.1936 100.0794 98.0051 6.42 5.90 5.38 ? ) 110 921.2143 101.6944 99.5877 6.32 5.81 5.29 115 921.2353 103.3621 101.2222 6.23 5.71 5.19 t 120 921.2566 104.9754 102.8037 6.14 5.62 5.11 125 921.2782 106.6559 104.4508 6.06 5.54 5.02 * 130 921.3001 108.2525 106.0158 5.97 5.46 4.94 I c t a 3 a 3 NORTH SOUTHEAST SOUTHWEST 750.0; 750.0' 750.0 747.0 , 747.0 1. 747.0' if (fr if 42 ,gym 42'L ! J6\ 42 x 's, 3660.0' I P% 660.0' 1. 'P 660.0' I. LP 3 LS JC.; �0. i '-Ot �6'e �`flS. '� S 9p. 1 ms 1 es I ism 550.0' I 9pp 550.0' I 0 ° � 550.0' IO -.1 J' /G.. I ,''s. ° ,''s S ms I BS I As I O, I 0ii I \\'9 435.0' °" 435.0' ; o" 435.0' ; o. 4-3 =�, sue, =�, 330.0' 1 e0\\E 33D.0' 1 0S s 330.0' 1 �S\\s ii v. 06, e3 9 6 220.0' SSS 220.0'.1 $6° 220.0' SAS 16„ 16. 17 i es es 48S' Bs 16. 490' 4ss, 110.0' 1 H 16, 110.0' 1 11 16, 110.0' 1 11 ,16. AS , es 435' 1 es ' 440, 1 410 O I I I 48n a. 48 O 1 4481'A85 - `RADIUS = 373' t `RADIUS = 393' `RADIUS = 396' • DROP = 2' RADIUS = 508' 0 DROP = 22' `RADIUS = 523' DROP = 25' `RADIUS = 538 DROP = 2' st: DROP = 17' DROP = 32' w . 0 U eg ELECTRONICS •RESEARCH, INC. eowi'I encore contains °'"as NAME GUY WIRE f1EYA1KMtS CUT LEhGDIS •NOTE: ra.ar.e.d Ewa ,•confidential�'+ad 0*authorized lu use n the.Walla8 FOR g SEE SHE F-3 & F-4 FOR EXACT ANCHOR WORK POINT `—`— operation,and"""'n"`°a EN�`and mina sweat 4 I EIM CO L�, 7777 GARDNER RD. a:S i • yy'n°p"�`a°".dne�ca+.d a D0. 9 T PATS r^1 �V1""mob\gfaEcrs 10615 �y0e CHANDLER, IN 47810-9837 y way anal: WN uraau 011PU0A710r.MMONIMEL.Ca 2 nerve ' PHONE: (812) 925-6000 01.5 Oi 1NS wcaune 6 e r0U00N CE i10011 UM I/IMO Dim Ace run; E-1A 1 wds Or/09/ai ea FAX (812) 925-4026 *COMMIT 200:1 E .01CIRON[S FE&MOI INC. NO REVISION APP'D DATE IYTL ,�NMO .w ra IP ICD E-lA 4 1 Pn- , r-r • co c., 4) #.\ :4, t.\\ , 4) li'\\� Q CONDUIT �� Q CONDUIT �� O CONDUIT �� Q \ONDUIT `� Q CONDUIT o° Q' 07- y h o Q' 9 h o Q 9 o CV 0-25 m ` 25'-78' 780 CV '-90' ` 90'-1 125'-177' 0 FACE C FACE C FACE C FACE C FACE C 000 °°° ' OOO OO° QQQ OO° OOO °O OOO O° 0 (3) 3". (3) 7/8", (1) RG-8 (3) 3", (3) 7/8" (3) 3", (3) 7/8" (3) 3", (2) 7/8" (3) 3", (2) 7/8" 0 • R j � CN ` O 4";` O ' ` O ` ` O r ` O h h Q CONDUIT QCONDUIT ^ CONDUIT CONDUIT ° Q 9 VPQ'0C``P� 1 '- 7' 245'-320' 4 320'-396' 0 6'-440' FACE C FACE C FACE C FACE C QQQ ° QQQ ° 000 000 00 (3) 3", (1) 7/8" (3) 3", (1) 7/8" (3) 3" (3) 3" (2) 3" c e Q h < ` ACONDUIT ` O . O CONDUITCONDUITCONDUIT Ce 44558'-622' Fe 70744'3 FACE C FACE C FACE C w O Q . w -✓Co (2) 3" (1) 3" o FEEDUNE BRACKETS ARE SUPPLED BY ERI TO ACCOMMODATE THE NOTE: ABOVE LAYOUT. OTHER MANUFACTURERS BRACKETRY SHOULD BE Lo TOWER DESIGNED PER DETAIL SHOWN. ANY DISTRIBUTION OF APPROVED THROUGH ERI PRIOR TO ATTACHMENT. 3 FEEDUNE OTHER THAN SHOWN ABOVE MAY DECREASE TOWER ELECTRONICS RESEARCH, INC. '"°°eO" �7°°""g fr`°"'""""""°�°"ea °"°°`°"""�" a -I NAME CAPACITYa AND MAY AFFECT WARRANTIES. CONTACT ERI FOR DETAILS. `��- 2r el..e"e 1a43 4""'d bash end.S1)A`aro'se in Vie.Stadion.equipment 4 - FOR CO JIIMA ,s� C�, 7777 GARDNER RD. a .�pr w..*d 2 ,a \ORAETNO\NL\PROJECTS\10615 =FP ® CHANDLER IN 47610-9837 p,gray matt LIWITgl®DTFT1Ti9TGN.TEPR000Lla OR 1/24 Dial. 301 Kat E-2 ee PHONE: (812) 925-6000 060.091RE OF 116 wOWNRON IS A YIOIARON OF FAIR.LAW. 1 _ DM 09/04/03s.r.. M auw SP FAX: (812) 925-4026 .COPT Cfl 21)03 Oil.&CTRONCS RESEIROT IC. NO REVISION APP'D DATE sun AS NOTED .+n E 2 C7 a PROJECT NO. 10 645 46" INSIDE FACE TOWER SECTIONS(UNLESS NOTED OTHERWISE) REM NO. QTY. DESCRIPTION PART NO. TB 1 3"DIA.LEG TAPER BASE SECTION 10645-TB A 1 3'DIA.LEG BASE 9'SECTION 10645S1 B 9 2-3/4"DIA.LEG STANDARD SECTION TRS46ST275-087-20 C 1 2-3/4"DIA.LEG MID GUYED SECTION TRS46MG275-087-20 D 1 2.3/4'DIA.LEG TOP GUYED SECTION TRS46TG275-087-20 E 8 2-1/2"DIA.LEG STANDARD SECTION TRS46ST250-087-20 F 1 2-1/2"DIA.LEG MID GUYED SECTION TRS46MG250-087-20 G 1 2-1/4"DIA.LEG STAR MOUNT SECTION 10645-S22 H 5 2-1/4"DIA.LEG STANDARD SECTION TRS46ST225-087-20 J 1 2-1/4"DIA.LEG MID GUYED SECTION 10645-S28 K 3 2"DIA.LEG STANDARD SECTION TRS46ST200-087-20 0 L 1 7 DIA.LEG SPECIAL SECTION 10645-S32 M 1 2"DIA.LEG TAPER SECTION 10645-S33 0 N 1 42"FACE BASE LAMBDA SECTION 10645S34 P 2 42"FACE STANDARD LAMBDA SECTION 10645-S35 0 R 1 42"FACE STANDARD LAMBDA SECTION 10645-S37 S 1 42"FACE BEACON LAMBDA SECTION 10645.538 0 ORANGE WHITE ORANGE WHITE ORANGE WHITE ORANGE WHITE ORANGE 0 16'-0" 13"-0" 10'-0" 7'-O" 5'-0" 2'-0" 4'-O" 0A iii i I I I \ L 1 i i i i i 1 i J. ` 1 i i _i 1 ti i 1 i i I i i i . i `)1 i_ 1 tNI%o TB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 D m a m 2 Co Z er - L7 1n H B B BBCBB B B D B E E E E F E E E E H H H H H K K K !bp, vmmi min co TB A G J L MNP PR S �"' zD ur :I-- I ELECTRONICS RESEARCH, INC. �"(tirj" m+ ama.aaleis s T NAME TONER FAIEVION Oit J �� sn.ew+.4 043 m e 4aftit dTM S od a a.w6 4 4 FOR ^it/�g/��pgCO CM 7777 GARDNER RD. ,�aa""p"aRla 4,„a,,Ory s PATHG\ORAFTWC\ALL\PROJECTS\10645 IE ® CHANDLER. IN 47810-9837 s Ad* ms eEOAwaIOx 6 A6 A VICIANONa FMEW ,� i T racmw 1600 MAU Ace wuR E_.3 PHONE: (812) 925-8000 Oa waves b1°�* Diu wo. FAX: (812) 925-4028 •COPIAICM 2003 D14 ELECTRONICS RESEARCH IC NO REVISION APP'D DATE "MA7t N/A , "' E—J G:\Drafting\ALL\PROJECTS11064512\F-1.dwg, 09117/2003 12:20:53 PM, SAmold 1. Soil design parameters were based upon soil values given by Church & Associates, Inc., in a report dated September 15, 2003, Job No. 15937. Pod & Pier Inner & Outer Anchors Unit Weight of Soil: 109 pcf Unit Weight of Soil: 109 pcf • Weight of Concrete: 150 pcf Weight of Concrete: 150 pcf Internal Angle of Friction: 20' Internal Angle of Friction: 20' Cohesion: 50 psf Cohesion: 0 psf Allowable Bearing Capacity 3,500 psf Friction Angle of block to Soil (6): 0' with a load Eccentricity of 6 inches Allowable Lateral Resistance 150 psf/ft Allowable Fluid Pressure: 150 psf/f Ground Water Level N/A Friction Angle of block to Soil (6): 0' Soil Electrical Resistivity (pp): 20,000 ohm—cm 2. Unless Equivalent Fluid Pressure was specified, horizontal forces were developed by Rankine lateral earth pressure equations with factor of safety = 2. 3. NI excavations should be sloped and/or braced as required by the most current OSHA 29 CFR Part 1925 Subpart P regulations to provide stability and safe working conditions. 4. Backfill adjacent to the front face of the anchor blocks should consist of lean concrete if the anchor block can not be poured directly against undisturbed soil. 5. Bock fill above and around the foundation and anchor blocks should be consistent with the soil removed, placed in thin, loose 6" lifts and compacted to a minimum of 90% of the material's standard Proctor maximum dry density (ASTM 0698-91). 6. A minimum of three pictures of all foundations shall be provided to ERI by the installer. These pictures shall portray; 1) the excavated hole with a size reference, 2) the excavated hole with the rebar placement, 3) the excavated hole of ter the concrete pour with a size reference. A copy of concrete and rebor receipts shall be provided to ERI to verify concrete volume and type purchased, in addition to size and quantity of rebar used. 7. Concrete strength to equal Fc'=4,000 psi O 28 days. A minimum of 3 inches cover on all steel. All rebar are grade 60 with ASTM 615 deformations. Installation and rebar details should conform with the latest edition of ACI-315 & ACI-318. 8. Electrically connect the anchor bolts to the pier reinforcing bars in at least six (6) locations. The use of rebar tie wire and horizontal rebar members to connect the anchor bolts to the pier rebor is sufficient. 9. The tower base external grounding should have a maximum electrical resistance of 10 ohms or less as measured to remote ground in order to prevent structural damage to the concrete resulting from the passage of high fault currents. The ground resistivity is estimated to be: ps = 20,000 ohm—cm. 10. Anchor shafts and other underground exposed structural steel should be protected from chemical and galvanic corrosion by suitable sealant and/or anode grounding system if soil resistivity is below 7,500 ohm—cm. I1. After excavation and rebar placement, but prior to placement of concrete, o representative from the firm which provided the soil design parameters should inspect the exposed sub grades to verify the suitability of the materials in accordance with the recommendations contained within their report. 12. The installer shall obtain three test cylinders from each concrete batch (truck); label identifying dote, location, and supervisor; and deliver these to the purchaser or his representative. 13. Concrete to be sampled and tested in accordance with the current edition of AO 301. Testing to be performed by an independent testing laboratory and reports provided to ERI. A minimum of three (3) test cylinders ore required per batch. During placement of concrete, mechanical vibration is required f or proper compaction. 14. All questions concerning these foundation designs should be directed to Dave Davies at ERI, (812) 925-6000 ext. 206. ELECTRONICS RESEARCH, INC. This ao 9me t/dra nq o to s info mat on consdered confd olio! 6 — NAME (� I DEVI NOES by Electronics Research, Inc. (1R1). This inlormalion is disclosed 5 �� Established 1919 on a confidential basis and only authorized for use m the installation, 4 — FOR ygll(1(y1p coINUN NO. operation, and maintenance of R1 tower and antenna equipment, IIfI1UJWl W 1 C n 7777 GARDNER RD. m appropriate. Rep od out ttransmissioneexprs or dn consent to others, G\ORA 71NG A L PRa EC s\10645 1 os appropriated use, w uclio ,h s n d coosurt to o 3 PATH \ 1 \ ® CHANDLER. IN 47610-9637 B strictly pr ebbed. UNAUMdaZEO Ol PIJCA11ON, REPRGOucTgN, ea 2 'ACTOR N/A DRAWN sap NAYS F_f (812 PHONE: 925-6000 DISCLOSURE a MISS INFORMATION IS A wau11ON or FEDERAL se i.w. pea...w ) DATE 09/16/03 DRAWING NO. FAX: (812) 925-4026 OLWTMGHT 2003 ERI, ELECTRONICS RESEARCH INC. NO REVISION APP'D DATE NAT'L AS NOTED °x°eee'°( F-1 ,4 2K ,7/80 A-449 FOUNDATION DESIGN NOTES " 26" OVERLAP MIN. - 1. FOUNDATIONS MEET CRITERIA OF ANSI/TIA/EIA-222-F EIA-222-F .� - 398K 14'-0" - WHERE NEEDED OR EQUAL STANDARD. SOIL DESIGN PARAMETERS BASED UPON SOIL A CH PARAMETERS PROVIDED BY: CHURCH & ASSOCIATES, INC., IN g" 9 3/16" TYP. #7 REBAR o A SOIL REPORT DATED SEPT. 15, 2003, JOB NO. 15937. 7 REBAR MAT DETAIL — "' SCALE: 1/30 2. CONCRETE STRENGTH TO EQUAL Fc'=4,000 PSI 0 28 DAYS. co }----;---T--- ---1----T----1 1 I F------- 5/8" 3. MINIMUM CONCRETE COVER OF 3 INCHES ON ALL STEEL. ' I 1 I i R2 + 1 1 SECTION OF - 1 F 1 } s h T j qN H 4. INSTALL PROJECTED CENTERLINE OF ANCHOR GUY RODS C OR BOLTN C R I p T +/-- 1 INCH OFF CENTER BEARING PLATE PIN. 2' 0" --- F F i__i }----}— (CENTER OF BASE FOUNDATION) I I , o, ,- --_ ___t___I ---i---- _1_-__ • 4 i I 07 VERTICAL REBAR 5. ALL REBAR ARE GRADE 60 WITH ASTM-615 DEFORMATIONS. - SCALE: 1/40 i I ; C 6. INSTALLATION AND REBAR DETAILS SHOULD CONFORM WITH in + j i'" i"'s'' ' (6) 015/16" (+1/16",-0") ANCHOR BOLT DETAIL THE LATEST EDITION OF ACI-315 & ACI-318. ' -4-4-a a. w : "' HOLE THRU ; _;_ ?...:. SCALE: 1/20 7. SEE F-1 FOR ADDITIONAL NOTES. I o EQUALLY SPACED ON a __ -( ' � �....E_. ' A 37"0 B.C. CONCRETE REQUIREMENTS: 16.9 CUBIC YARDS "---- 1/4" i �•r " } • W 030" REBAR REQUIREMENTS: �'; , ,;'F^e • 042" � j4 LATERAL TIES: (10) AT 14'-10" LONG = 148'-4" TOTAL •e #7 GRID MEMBERS: (36) AT 13.-0" LONG = 468'-O" TOTAL #7 VERTICAL MEMBERS: (24) AT 7'-0" LONG = 168'-0" TOTAL J #4 SUPPORT LOOPS: (50) AT 4'-6" LONG = 225'-0" TOTAL #7 VERTICAL j 1 3 ABT0022 DETAIL SCALE: 1/40 s` TIE SIDES TOGETHER _ ! II A- o TIE OVERLAP TOGETHER USING #4 LOOPS, '•"`""'____ = - II- T:=--____`"--- 40 - AT FOUR (4) PLACES 5 LEVELS, 10 PLACES EACH LEVEL, ;°f =It===4="-- - P18" MIN. OVERLAP e===="_•____• 12" BETWEEN LEVELS a p F=. _ _----s. o • # i r° 7 VERTICAL EVENLYSPACED ==== = T$l r i it i=1:• u I - 6 5/8" 0f. . _ .. "; O R7 1/2" • e• T _ - -_ i 0 40" (OUTSIDE DIM.) : 0i #4 REBAR TIE t t f j J - 4 1/2" (APPROX.) 1 ID I- I__+_ -i_-+ 40" I 40" SQ. (OUTSIDE)to 5 in I I AI w 1 — 4 LATERAL TIE DETAILR1 1/2" as" SQ. i_--1 _-1_-_-t _1 4 SUPPORT LOOP PIER DETAIL SCALE: 1/30 SCALE: 1 20 / v �__s::=�_ r== c==__�_} =-�-s / SCALE: 1/30 U 1 1 1 ccELECTRONICS RESEARCH, INC. 1""6aa�•"d7°•a•erc ""ia'a saamd,a,wmdrtl rides= 5 NAME PER MD PAO CDUALS O ��aa 75,31 coSidra Retch.FS ('FIE). Tbia nor t y 6rntdo W Established 1943 as e e nMentid basis end my authorized for we n the iistic Tun, FOR 4.-APPROX. 5"-TOWER INSTALLER �`�� operation,ad maintenance a rs paw s RESPONSIBLE TO CUT OFF EXCESS �S 7777 GARDNER RD. e.= setca�I°R Pen+ THREADS ABOVE TOP NUT TO AVOID Cn e is a^ay uuDnnA�6.200035 xOM°°MItucem DR 8 napri V+o\Min S\ EST r 2 CHANDLER, IN 47810-9837 y CONTACT WITH TOWER PIVOT BASE PHONE: (812) ers-8000 OF MS NF° "1°" ""°'""°"or` '"" , an DR/T6/0T nisi en 443 DRA1RIa wa FAX: (812) 925-4026 •COPYR wT 2003( . ELECTRONICS RIESE/ROI HG NO REVISION APP.]) DATE rurn AS NOTED wee"(D F—[ 1 • 41 6'-0" 6" 1.-o" TYP. LOADS 62K #8 REBAR 105K TIE (4) PLACES 18" MIN. OVERLAP / 85K 11111 r r r T WHERE NEEDED I I I I 1 r-r-r-T-Y I 1 1 1 1 1 I--t-t-Y-t- X X X CONCRETE REQUIREMENTS PER ANCHOR: 19.4 CU. YDS. n. TOTAL CONCRETE REQUIREMENTS: 58.2 CU. YDS. 1--1--1-4-4-4 UJ I I I I I I I I REBAR REQUIREMENTS PER BLOCK: 3 L_L_1_1_J_J �I 111111 L_L_1_1_.1_J #5 TIES: (26) AT 16'-6" LONG = 429'-0" TOTAL 111111 r-r-T-T- 7-1 #8 GRID MEMBERS: (16) AT 24'-0" LONG = 384'-0" TOTAL I mill 5'-O" r-r-T-7-1--115' LONG 110K ANCHOR ROD IIIIII r-`-r-Y-t- 1 / o ��_...I.1---L---i-j_ C_ 05 REBAR CAGE TIE c., i Hill SCALE: 1/40 - i-_'-1--I--I_J 0 1 1 1 1 1 1 L_L_1_1__I_J 3 11 1 [ 11 1 1 1 I 1_1_1__[....J I 35" MIN. OVERLAP mill r-r r T-7-1-7 a I I I I I I #5 REBAR TIE WHERE NEEDED too p - -T -T-7-1 111111 • I--r-r- _, 8 REBAR MAT DETAIL I I I I I -r-+-t ti v 1 I I I I I T i i i SCALE: 1/30 L_L_1_1_J_J 3 1 1 1 1 1 1 rn L_L_1_1_1_ 111111 I r-_I I _.j_ 1_ 1 Illo 1 rim Lr 1 a . NOTES co *—THE REINFORCEMENT DETAILED SHOULD BE PROPERLY SUPPORTED PRIOR TO AND DURING PLACEMENT 11'-5 1/4" REFERENCE E-1A FOR ANCHOR / OF CONCRETE. THIS MAY BE ACCOMPLISHED WITH ADDITIONAL REBAR. co RADIUS DUE TO DROPS AND 5 WORK POINT RISES IN SURFACE GRADE *-SUPPORT ANCHOR ROD IN POSITION ALLOWING FOR PROPER ANGLE, FAN PLATE CLEARANCE, AND AT MINIMUM 4" CONCRETE COVER AT ITS RASE. co O _ icr *—FIELD REBAR SPLICES SHALL HAVE MINIMUM OVERLAP OF 30X THE DIAMETER OF THE BAR. -II— *—THE "WORK POINT" SHOWN SHALL BE USED FOR PROPER POSITIONING FROM TOWER MAST. THE BASE A 2. _ OF THE ANCHOR ROD MAY BE ALTERED FOR PROPER SUPPORT AS LONG AS THE FOLLOWING CONDITIONS 3 -0" APPLY: M TOWER PIER A. ANCHOR ROD ANGLE IS HELD (±1/2 DEGREE). a> TOWER FAN PLATE CLEARANCE WITH PROPER DRAINAGE PROVIDED. lif oID C. MINIMUM 4" CONCRETE COVER OVER ALL ANCHOR ROD STEEL. ' V • . • D. WORK POINT TOLERANCES: rn , LA * A. t 6 INCHES LATERAL r / a 1i O to i / ; I— B. ± 3 FEET IN LINE W/GUYS o ,0 I_ , *—SEE F-1 FOR ADDITIONAL NOTES. ce g" ELECTRONICS RESEARCH, INC. III eo°"""I/e°w"°`°""°~" °"`""°""°e"d 6 NAME M F ib InccrM Ihaaeh,bm(vet nn i..to%n dodos 5 it p e,1•beeb•4 INS o o mdexdid bait ad ah MIotM fa men the exoeeem. 4 FOR aux MO. `� 1'—B 13/16" ��' a4a,,ad n of Fle lower ad ana,e epuipnxn� 3 e�� Mg CO Cn7777 GARDNER RD. taoaeeim a Isaac •th.e 1 ® CHANDLER, IN 47610-9837 ya arr pStloa.' uxNI11�0Wtm�dH 7gx.PEPpOpolCt�Ox.tM1 E mica t/�\ \ C75\t0615\Y _ PHONE: (812) 925-6000 06o malt a us woraumos6* � 1 oen Oe/t7/pT "*�•'• ream xo.sag wiz F-� FAX: (812) 925-4026 •COPYRIIiIIT 2003 03, U1CIRONCS RESF)ROI Olt NO REVISION APP'D DATE man AS x01ED wen i F.--J It LOADS a 6'-0" - 6" 1'-0" TYP. 84K 1I 112K a I r r r 7 1 1111111 TIE (4) PLACES 18" MIN. OVERLAP 74K WHERE NEEDED L_L-1_1_1_J - 3 `O 1 1 1 1 1 1 #8 REBAR X X X L_L_1_1__I_J CONCRETE REQUIREMENTS PER ANCHOR: 17.1 CU. YDS. mill 0a I I I 'T_ 1 J TOTAL CONCRETE REQUIREMENTS: 51.3 Cu. YDS. a i I I I I I - r-1- r T REBAR REQUIREMENTS PER BLOCK: I I I ~ 1,4 #5 TIES: (22) AT 16'-6" LONG = 363'-0" TOTAL I--r-+-t-y--1 I +-+ I - #8 GRID MEMBERS: (14) AT 21'-0" LONG = 294'-0" TOTAL �_1-i_i_a__4 5'-0" 1 1 1 1 1 1 15' LONG 150K ANCHOR ROD "> L_L_1_1_1_J I II I / ZI I 1_L 1_1_3 #5 REBAR CAGE TIE N II- I I I SCALE: 1/40 r-r-r-T-1-1 1 1 1 1 1 1 r-r-T-T- 1--I zI 1 1 1 1 1 1 1--I--+-1-1--1 I I I I I 1 35" MIN. OVERLAP e H-a--+-+--I--1 o of 1 1 1 1 1 1 #5 REBAR TIE WHERE NEEDED L_I-_1_1_1_1 ! co a" I i I_1_I J #8 REBAR MAT DETAIL. 4. i--r-r-T-1-i SCALE: 1/30 111111 r-r-r-T-1_1 I I I I I L L 1 J. J J ��a 9'-8 3/4" REFERENCE E-1A FOR ANCHOR NOTES ..Jn RADIUS DUE TO DROPS AND WORK POINT RISES IN SURFACE GRADE *-THE REINFORCEMENT DETAILED SHOULD BE PROPERLY SUPPORTED PRIOR TO AND DURING PLACEMENT OF CONCRETE. THIS MAY BE ACCOMPLISHED WITH ADDITIONAL REBAR. a) i v,. *-SUPPORT ANCHOR ROD IN POSITION ALLOWING FOR PROPER ANGLE, FAN PLATE CLEARANCE, AND AT MINIMUM 4" CONCRETE COVER AT ITS BASE.*-FIELD REBAR SPLICES SHALL HAVE MINIMUM OVERLAP OF 30X THE DIAMETER OF THE BAR. I�II=0= i I *-THE "WORK POINT" SHOWN SHALL BE USED FOR PROPER POSITIONING FROM TOWER MAST. THE BASE 0 3'-0" - . OF THE ANCHOR ROD MAY BE ALTERED FOR PROPER SUPPORT AS LONG AS THE FOLLOWING CONDITIONS '.- APPLY: A. ANCHOR ROD ANGLE 15 HELD (±1/2 DEGREE). i TOWER PIER B. FAN PLATE CLEARANCE WITH PROPER DRAINAGE PROVIDED. • o tN m C. MINIMUM 4" CONCRETE'COVER OVER ALL ANCHOR ROD STEEL. * o D. WORK POINT TOLERANCES: n a A. ± 6 INCHES LATERAL � B. ± 3 FEET IN LINE W/GUYS 4 c0 I 1' i ! I . *-SEE F-1 FOR ADDITIONAL NOTES. ry�p y� ry. ' LX 6" ELECTRONICS RESEARCH, INC. n° ,,t" ,Reti"e eaAdm"`""' nitmon a m9dmm 6 NAME WIC MP FIMIUIIiYYV DUI e7 ElMmiio Ramesh.In< ('FA'} Thn iiarmollon's d•ckd 5 rw••u.e.e 1043 ma mddemid em's aid my sidlia°i:as for use n the mM•e°llo0. FOR W��Wy� I6uw Na Co 42'-2 3/4"t ,�,�� op.Sim, 'd•s1°IsmN°a ill Imr and mlpso wdasmd 4 R/WL(<(I CO 1 J 7777 GARDNER RD. m ap Mt,trmmiim a d•akcm b FA, 3 I PATI Ln r m .¢•E m «. .R1+m weed d Oa G:\ORAfiNG\ALi\1NK!lEC15\T0645\1 CHANDLER, IN 47810-9637 „ pwsa.e. uwm dnlGualt REPR00I1CI1011,al 2 rAcrme 160 3raNN l" ® PHONE: (812) D25-6000 .olsam1 U B NPoau"s A MaAMI a i1OEAAl ur. / 501 F-4 I an 03/17/03 O11'P^��y"�/� MAIM No. 2 FAX: (812) 925-4026 •CO't fl 1003 ES, ELECTRONICS REFORM NC. NO REVISION APP.') DATE MA As pa m•len P4 F-4 4 i , BASE ASSEMBLY AND GROUNDING QTY. DESCRIPTION PART NO. 1 GROUND LUG KIT GRK0001 3 *GROUNDINGBOLT LUG G 0420H0 3 'STAIN.BOLTASS'Y SC0420N0f00,WL20SS,NU0420 TAPER BASE . 1 GROUND ROD KIT GRK0002 45 FT 'GROUNDING WIRE EW04 o 3 'GROUNDING CLAMP GRC0001 1/4"0 X 1" STAINLESS BOLT, LW, NUT 3 'GROUNDING ROD GRR8208 INCLUDED IN KITS , _ s 78'LOCK WASHER WL14GA GROUNDING LUG 12 7/8'FLAT WASHER WF14GA 0 18 7B'STRUCTURAL NUT NU1402GA 1 BEARING PLATE TRB0004 GROUNDING WIRE L4 7/8"0 STRUCTURAL NUT 7/8"0 LOCK WASHER \ \ 7/8"0 FLAT WASHER n AFTER LEVELING PLATE, GROUT WITH 4,000 PSI NON-SHRINK GROUT — Y �1 \ o- �o u I " I a BEARING PLATE O (0 Ol o ® \ 7/8"0 FLAT WASHER ` 7/B"0 LEVELING NUT Q . ° - ° v a� dv v a a 4 p B "mitGROUT DETAIL ii 8I 01 . o p GROUNDING CLAMP • IF CONCRETE PIER IS NOT LEVEL, USE IEVEUNG NUTS p. °' F I GROUNDING ROD BELOW BEARING PLATE AND ADJUST TO LEVEL GROUT p PIER AREA BELOW PLATE WITH 4,000 PSI MINIMUM STRENGTH 3' NON-SHRINK GROUT. • NOTE GROUND EACH LEG OF TAPER BASE • * R WILL BE SATISFACTORY TO PLACE THE BOTTOM PRE-SET ANCHOR BOLTS PLATE DIRECTLY ON THE CONCRETE AS LONG AS IT IS 2 LEVEL AND FREE FROM CONCRETE VOIDS BENEATH. ,.2 CL ELECTRONICS RESEARCH, INC. 711e°°"'"""7"°""°wade idarmolm` rits°r scent'. s NAME BCE ASSBELY& CROONING AR it M F1adNaria Rat.S ego r authorized tie tfor e a dvucRagd 6 R.NAWS'S 1043 on o mMdentid basis and any lent/ la use a the installation. 4 FOR IM CO and nadaame d FRI tower and enigma equipment. IIY4J1114 U/ J � if 7777 GARDNER RD. Rayo4e0m,4an•nieaion o fadoase b Shia 9 FAH G\ORAFIWG�AIi\PROUECIS\10645 ar ag4 awwj i .fir eNFlm eerei d ER1 am ® CHANDLER. IN 47610-9637 a gAgy'Fmia3ad, txMmtOR®�OUPUCAOM,RFP800uC80x.dt 2 FACTOR Ks DRAWN ,c8 MB 0_t C PHONE: (812) 825-8000 DISCLOSURE OF 11*I FORNtON S A MOlA1Y* 'Mat Ill. 1 DM 09,06/O,S v oRAWRc No. FAX: (812) 925-4026 .COPt HT 2033 ER, ELECROWS EFSFARO1 MC. NO REVISION APP'D DATE uat AS Nan noon C-i CD F PROJECT NO. 10645 48"FACE TOWER SECTIONS(UNLESS NOTED OTHERWISE) 10"DIA.X 1"PLATE FLANGE CONNECTION HARDWARE ITEM NO. QTY. . DESCRIPTION PART NO. ITEM NO. QTY. DESCRIPTION PART N0. TB 1 3'DIA.LEG TAPER BASE SECTION 10645-TB C-1 288 7/8"DIA.X 31/2'A-325 BOLT SC1409H0350GA A 1 3"DIA.LEG BASE 9'SECTION 10645-S1 288 7/8"FLAT WASHER WF14GA B 9 2.3/4'DIA.LEG STANDARD SECTION TRS46ST275-087-20 288 7/8"ANCO NUT NLA1409GA C 1 2-3/4"DIA.LEG MID GUYED SECTION _TRS46MG275-087-20 2 518"O.D.X 1 3/8"RING FLANGE CONNECTION HARDWARE(SCA2007H0700GA) -tea D 1 2-3/4'DIA.LEG TOP GUYED SECTION TRS46TG275-087-20 ITEM NO. QTY. DESCRIPTION PART NO. E 8 2-1/T DIA.LEG STANDARD SECTION TRS46ST250-087-20 C-2 42 1-1/4'DIA.X 7'A-325 BOLT SC2007H0700GA F 1 2-1/2"DIA.LEG MID GUYED SECTION TRS46MG250-087-20 42 1-1/4"FLAT WASHER WF20GA G 1 2-1/4"DIA.LEG STAR MOUNT SECTION 10645-S22 42 1-1/4'ANCO NUT NLA2007GA H 5 2.1/4"DIA.LEG STANDARD SECTION TRS46ST225-087-20 J 1 2-1/4"DIA.LEG MID GUYED SECTION 10645-S28 K 3 2"DIA.LEG STANDARD SECTION TRS46ST200-087-20 L 1 2"DIA.LEG SPECIAL SECTION 10645-S32 M 1 2"DIA LEG TAPER SECTION 10645-833 N 1 4T FACE BASE LAMBDA SECTION 10645-834 P 2 4T FACE STANDARD LAMBDA SECTION 10645-535 R 1 42"FACE STANDARD LAMBDA SECTION 10645-S37 S 1 4T FACE BEACON LAMBDA SECTION 10645-S38 ORANGE WHITE ORANGE WHITE _ ORANGE _ WHITE ORANGE WHITE ORANGE 16'-0" _ 13'-0" 10'-0" _ 7'-O" 5'-0" 2'-0" 4'-0" - TB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 c AB BBBCBBBBD. C-i B . E E E E F EEE E GHHHHHJ K K K L MNPPRS nig a:10 (4) HOLE, 10"0 X 1" PLATE FLANGE 2 5/8" 0.D. SINGLE BOLT FLANGE a, o C-1 . BOLT SIZE TORQUE(ft-lb) SOCKET SIZE (4) HOLE, 10"0 X 1" PLATE FLANGE 1/2" 110 7/8" c IT IS ERI'S INTENTION THAT AN ANCO NUT BE PROVIDED FOR TOWER FLANGE BOLT CONNECTIONS O 5/8" 150 1-1/16" 36 AND LOCK WASHERS WITH REGULAR NUTS FOR INNER MEMBER CONNECTIONS UNLESS OTHERWISE 3/4" 170 1-1/4" 2 5/8" O.Q. SINGLE BOLT FLANGE ,33 SPECIFIED IN PLANS. ALL BOLTS ARE A-325 UNLESS OTHERWISE NOTED. (FLATWASHERS ARE NOT 7/8" 190 1-7/16" REQUIRED ON FLANGE CONNECTIONS, BUT ARE PROVIDED IN THE EVENT FLANGE MILLING REDUCES 1" 210 1-518" THICKNESS.) 1-1/8" 230 1-13/16" BOLTS SHOULD BE BROUGHT TO A SNUG-TIGHT CONDITION BY PROVIDING SUFFICIENT TIGHTNESS 1-1/4" 250 -- 2" o TO PUT ALL PLIES OF THE JOINT IN "FIRM" CONTACT. AN ADDITIONAL 1/3 TO 1/2 TURN SHALL 1-1/2" 300 2-3/8" THEN BE APPLIED FOR FINAL BOLT TIGHTENING. 1-3/4" 350 2-3/4" O Ifig A PROPERLY 'CALIBRATED TORQUE WRENCH SHOULD BE PROVIDED ON SITE AND A PERIODIC o NAME re CHECK OF BOLTS SHOULD BE MADE TO ASSURE THE MINIMUM TIGHTNESS IS MAINTAINED. ELECTRONICS RESEARCH, JNC. n"`donna"V°""°Lod**inlomati"'`°"B""°mSdo.d - - y. do w'Research Inc. rERO. 7n.idamMim:Si4 b d 5 RAE MED DI ., APPROPRIATE WRENCHES, SOCKET DRIVES AND EXTENSIONS SHALL BE USED TO ASSURE THAT ALL "M.w....IMO a".wnfdn�e ^d ar as ss t« e n m.'"d°�'m, 4 - -FOR y8gAAp CO -. BOLTS CAN BE REACHED IN A MANNER TO APPLY THE REQUIRED TORQUE. I�� tl np�s^4 ,pro4a one mSSmc.ot b.«o.E od.m..q.wi. wJ 7777 GARDNER RD. u�r a 4mw:.6"«a°do"rs a sen 3 _ _ rare % : w5 wme o r�.N Wits.Larva d gin C:<,Mall 10645 Jerrie/ . CHANDLER, IN.47810-8837 'way pewit memo=Etyma R87RId1LmL at 2 ?ACTOR t�600 scam ,�8 tests C-IA ilg FINAL TENSIONING OF ALL TOWER BOLTS SHALL BE COMPLETED AFTER COMPLETE ERECTION OF PHONE: (812) 925-8000 SslaasR+c OF MS IMAM 8 A waamN OF FEIRRK Vat ? WE arm .. DRamw■0. 'I! THE STRUCTURE AND SHOULD MEET THE TORQUE SPECS LISTED IN CHART. FAX: (812) 925-4028 *comma loaf DR,Occigies RE C$M tun.Mc NO REVISION APP'D DATE AS .w� NIA Ig 3 END SLEEVES ARE ONLY REQUIRED PREFORM GUY EAR U BOLT ON PREFORMS WITH WRAP UPWARD. GROUNDING WIRE QTY SIZE PART Na QTY SIZE PART N0. 7/8" SHACKLE 12 y8 PF00528 12 5/8 TH0062 18 11/16' PF0068B 18 3/4' TH0075 THIMBLE 3 - GROUNDING LUG QTY J O '�' ',' GUY LEVEL 4 GROUNDING ATTACHMENT /SECTION A-A i e 6 3/4' SKA00 5 Q6 SIZE Y PART 6 5/8' 02 TOP VIEW AT ANCHOR BRACKET / SCALE : 1/3 PREFORM 18 7/8' SKA0087 9 3/4' ES0075 111111 6 1' SKA0100 SHACKLE 1 12 1 1/8 SKA0112 I\ , E'T az a 1;I:i,l, :- 1 TURNBUCKLE GUY WIRE VIII QTY SIZE PART NO. II 6 1' TB1618JE 7 _ ,tI11 QTY SIZE PART NO. 9 1-1/4' TB2018JE 6 56K X 40' GIF0056-0456CC 6 77KX40' I GIF0077-0480CC ET ` ,Lw, Ks",Eka;i0Yq;.cyCW., 1 ANCHOR ROD / PREFORM QTY SIZE PART NO. 3 THIMRI F END SLEEVE TYPICAL INSTALLATION FOR 6 56K,80KP GIL0004 GUY LEVELS 1 & 2. 6 SUPPORT GI0000T LEAVE 2' TO 3. OF SLACK QTY SIZE PART NO. 3 PREFORM BETWEEN GUY WIRES. - 15 GROUND.ATTACHMENT BRKT. GRB0005 15 3/8'GROUNDING LUG GC0037ST — SAFETY WIRE THIMBLE 15 3/8'U-BOLT FOR 9/16'TO 3/4' U80616-0175-0287GA TURNBUCKLE o� STAR MOUNT 3 ' 1 1/8" SHACKLE GUY EAR ASSEMBLY SHACKLE % LINK PLATE GUY EAR .�3 ROD STABILIZER �y ° 7/8" SHACKLE 1" SHACKLE � FAN PLATE .`� '` oy r GROUNDING WIRE �� r \ 1 1/8" SHACKLE �� s' A PRIMARY INSULATOR `�J ;�, 0 ATTACHMENT o o s� PRIMARY INSULATOR co ROD STABALIZER SHOULD BE 1 1/8" SHACKLE pI PLACED AT CENTER OF 40' CABLE CLAMP 5 THIMBLE rJ � LENGTH OF INSULATOR PAIR. STAR MOUNT lig to o ry FRAME ASSEMBLY THIMBLE • PREFORM %� o �� I GUY WIRE INSTALLATION FOR V PREFORM ' "STARMOUNT" 10. + GROUNDING CLAMP GUY LEVEL 4 qll GUY WIRE U ANCHOR GROUNDING Ihl QTY. DESCRIPTION PART NO. TYPICAL INSTALLATION FOR (SEE DWG. C-9) rigc 1 GROUND ROD KIT GRK0002 GUY LEVEL 3. 45 *GROUNDING WIRE EW04(R) GROUNDING ROD Ill U 3 "GROUNDING CLAMP GRO0001 3 'GROUNDING ROD GRR820B 8 NAME IIVYYIO MN IT/iWlE 1LL71ZC re ELECTRONICS RESEARCH, INC. mn* Sanitation informationas 6 /BMMI WI f111/MNYJU ULUILLJ Ii 1 GUY WIRE SAFETY KIT GWK0001 R,,, „1w, r,, ,�Ecse r,1 S ,,, ate Id,,,11 t 4 FOR WINDSOR CO -'ii'. 4 RW.l tI d tro tar ad aYn"WuWt*S 3 'SAFETY WIRE(20) GW0D25-0020 ��, 7777 GARDNER RD. a=Ha RepOSA.q tie se a r n coma b YRNR. 3 eAfN G\0RAFRNC\ALAPRQIECi5\10815 6 •1/4'WIRE ROPE CIJP GO002b O CHANDLER, IN 47610-9637 pr y e8 Asa' �pq q j8Pe0095105 eR 2 955105 HIS DRAIN ACS wolf C_24 INCLUDED IN KITS PHONE: (612) 925-8000 06O"1'I°c�DC 14099991154 4C4.4IC6 of FEDERAL um 1 DAM 09 r e FAX: (612) 925-.4028 •COP/AIGR1 2003 E0, DECmRONC5 RESEARCH RIO. NO REVISION APP'D DATE NAri AS?H� me n� °RA�c C- �i' C-2A II if i a 3 PREFORM QTY SIZE PART NO. QTY SIZE PART NO. U-BOLT GUYWIRE END SLEEVES ARE ONLY REQUIRED 12 13/16' PF0081B 12 7/8' TH0087 GROUNDING WIRE ON PREFORMS WITH WRAP UPWARD. 3 15/16' RS0093 a; ---____-- _ ENDSLEEVE LQTY SIZE PART NO. QTY SIZE PART NO. 6 7/8' ES0087 3 GROUNDING LUG 6 1" SKA0100 27 1-1/8" SKA0112 < t.', -c; 3 GROUNDING ATTACHMENT SECTION A-A QTY SIZE PART NO. BRACKET 6 1-1/2' TB2418JE 3 q r \t• SCALE •-,' /4 QTY �SIZE PART NO. 3 1-3/4" TB2824JE PREFORM 77K X 40' GIF0D77-0480CC {.kl . ills • “ ' -,� L :., LCC "p -: S Aiki. ./� 3 ROCKET SOCKET __ �---.� QTY SIZE PARTNO. r- ,. t,, �C7 , ` 0TY SIZE PART NO. 9 GROUND.ATTACHMENT BRKT. GRB0005 LINK PLATE v 3 9 3/8"GROUNDING LUG GC0037ST GIL0006 QTY SIZE PART NO. 3 15/16',1' GIL0006 6 3/8'U-BOLT FOR 9/16'TO 3/4' U80616-0175-0287GA 15 77K P GIL0005 3 3 3/8'U-BOLT FOR 7/8'TO 1' UB0616-0225-0362GA THIMBLE 3 77K P GIL0D10 / 18 SUPPORT GID0002 � LEAVE 2" TO 3" OF SLACK SAFETY WIRE ° BETWEEN GUY WIRES. LINK PLATE 3 TURNBUCKLE . GIL0005 GUY EAR 3 SHACKLE A 0 PRIMARY INSULATOR O 3 FAN PLATE 1 1/8" SHACKLE 3 1�� 0 WIRE O A ATTACHMENT TYPICA INSTALLATION56 & 7. FOR °�'l ROD STABILIZER GUY LEVELS 5, 3 ° � ROD STABAUZER SHOULD BE / PLACED AT CENTER OF 40' . o LENGTH OF INSULATOR PAIR. - / CABLE CLAMP / /�\/\/ Kv/\//v//ter//ter z LINK PLATE -.------ ..----e- / ' �� GIL0ATE , / ' / *' CD FACTORY ATTACHED O• , '`..- - ' Qsal om, ' rat OPEN STRAND SOCKET 1 1/8" SHACKLE ANCHOR SHOWN IS FOR I Oallig � REPRESENTATION ONLY ,♦ THIMBLE 0 �, • 0 O DESCRIPTION PART NUMBER QTY. + PREFORM IIR GROUND ROD KIT GRK0002 1 GROUNDING CLAMP. CS 'GROUNDING WIRE EW04 45 FT p' 31 'GROUNDING CLAMP GRC0001 3 TYPICAL INSTALLATION FOR YPICAL INSTALLATION FOR GUY LEVELS 5 & 7. IIE *GROUNDING ROD GRR8208 3 GROUNDING ROD GUY LEVEL 6. U GUY WIRE SAFETY KIT GWK0001 1 CL SAFETY WIRE GW0025-0020 3 ELECTRONICS RESEARCH, INC. TM•°oain°''cord`°"ate` andkn"" 5 NAME ANCHOR GUY AITA(JiIEM DE7ANS M 0°ctra:a Rwsclt A+c('OD). lh's infamalim a c•dmea '1/4'WIRE ROPE CLIP GC0025 6 fund, � - �• I�+ °A°i maal °I,nd lot anj n equrnnthe 4 FOR WINDSOR, CO ii, . INCLUDED IN KITS 7777 GARDNER RD. a e „z„�„6i�""`,,,�a a 9 PATH CADRI Nu\PROEMS\106+5 ® CHANDLER, IN 47810-9837 y aid,prix A utimm ®gDIi01'Att REPRODucax cm H FAQ MS ram ACB Ma C-28 PHONE: (812) 925-8000 D6CLOSI 8°F DC Fvomwal 5 A AC Ape°F FEDERAL w. 1 i A Zan 09/24/07 11°""'' mo. FAX: (812) 925-4028 •C0P11 Dff 2003 ERI, ELECTRONICS ' NC NO REVISION APP'D DATE un. AS 1J0� An"b Duna C-26 Ill 0 0 BOLT-ON FEEDLINE TAB AND HARDWARE • QTY. DESCRIPTION PART NO. • , ° 342 48'FACE(46'INSIDE LEG)FEEDLINE TAB TAL046GA-N001 684 3/8"DIA.X 1-314'A-325 BOLT SC0616H0175 73 Q AN 9 - AN y 664 3B'FLAT WASHER WFO6SS 4Q c`" o� �Qc` 10 � 684 NT LOCK WASHER WL06SS 684 3/81 NUT NU0616 0'-440' 440'-560' FACE C FACE C v rr —+ — -mac---- --. ............. .. . . A A A ' A A j A «° -•«« NN....- TOWER LEG TAL0046GA-N001, N:.1 3/8" X 1-3/4" BOLT, LOCKWASHER, / FLATWASHER & NUT V / SECTION A-A 7 isyr ... ... a ze a rn NOTES: M 1) FffDL1NE TAB TALO46GA-N001 REQUIRED ON FACE A ilg (SECTION 1-22) (150) REQUIRED. FEEDLNE TAB TAL046GA-N001 REQUIRED ON FACE C It FACE A & C FACE C (SECTION 1-28) (192) REQUIRED CC lale dna=nn•iI/ 9 enanl•ir idnamdinan rmedr.e enaMdtl'd 6 NAME FEII �TAB AS LY ELECTRONICS RESEARCH, INC. y.ott,1„ea R�„ea,tie. 1. D,moo, ;a 5 �� waueew Ma ono eafdnfd its nand o,t.nzee to,04111:14;04.111063n. 4 FOR 1 ai..�Q �...� 7777 GARDNER RD. apae a �b 9 P� ^84LL�4 't�c $ CM CHANDLER, IN 4761 0-9637 y sificily:Otte•tG LKWMUUfd7FD DIfEfARR.REPNOOOCIIOL OR 2 Pte, f'\ORAPO'I0 CI5\I06/5 PHONE: (812) 925-6000 080 afW1OI 5 A NDIAION OF FEDERAL IN. 1 —_ DM 04/1= 00 23 "A RAs g_I FAX: (812) 925-4028 •EAP12 2001 EIE. ELECTRONICS RFSERCH MC. NO REVISION APP'D DATE NMAS� .m �aa 011Iien (Li Li 2 ITEM NO. QTY. DESCRIPTION ERI PART NO. NO. LKK0048-N001 SIDE MARKER KIT(3 KITS REQUIRED) O • 1 5 300 MM BEACON RED ELH0001 BEACON ITEM NO. QTY. DESCRPTION ERI PART NO. • 1 CONTROLLER w/BOOST ELC0003 AA3/5B 43 3 HARDWARE 14 2 10 '620 WA 7T 120 VOLT LAMP EU -0620-0120 620PS40P 6 114 RED WIRE W/FORKTERMINAL5' EW0001 TOWER HEIGHT 4 9 '116 WATT 120 VOLTLAMP EU0166-0120 116A21TS 6 *#14 WHITE WIRE W/FORK TERMINAL 5' EW0002 , 7O1'/214Ni MIN.) 4 _ ) 3 9 RED OBSTRUCTION LIGHT ELH0002 OL1 3 YI14REDWIREWIFORKTERMN 10 TERMINAL EW0003 t 31 17 1O5O',320M MAX.) 5 5 3/4'CORD CONNECTOR EF0003 CGB295SA 3 '#14 WHITE WIRE W/FORK TERMINAL 10' EW0004 7 , O 1O 6 3 3/4'JUNCTION BOX EB0008 JB5 3 3/4'CONDUIT(8 FT.,CUT AS NOTED) ED0075GRC O 15 - 7 3 3/4'STRAIN RELIEF BOX EB0010 JB0 44A 3 *341'CONDUIT 194/2'LONG 1 %•�� 8 4 VJUNCTIONBOX(2TERMINALS) EB0011 JB& _2T 448 3 '3'4'CONDUIT27'LONG O •_• 1O \� •. O 5/6 TOWER HEIGHT • 9 3 1'STRAIN RELIEF BOX EB0012 JB8SR 44C 3 '3/4'CONDUIT 49'LONG 10 10 3/4'UNION EF0020 UNY205 'INCLUDED IN KITS 6 i 2 43 11- 7 1'UNION EF002B UNY305 1O 12 R • 12 6 3/4'CONDULET w/COVER,GASKET EF0023 T27CG OL z O O 13 2 1'CONDULET w/COVER,GASKET EE0029 T37CG • 27 0 1 i 1O 14 4 3/4' 90 DEGREE SHORT ELBOW EF0021 EL3490 • :•a t 6 __ Oil15 3 3/4' 30 DEGREE ELBOW EF0022 EL3430 n72/3 TOWER HEIGHT 16 2 1'90 DEGREE ELBOW EF0031 EL190 E -17 4 3/4'BREATHER EF0024 5012902 2526 15 1O 14 51 8 oz.PIPE DOPE EPS0001 PIPDOP - 1720 27 3/4'CONDUIT LOCKNUTS EDN0001 A314 OL • — -• OL 7 �'= 1D4 21 17 1'CONDUIT LOCKNUTS EDN0002 A315 ' 1 p ) O 15 22 3 i'TO 3/4'REDUCER EF0030 RE32 23 12 374'X 4'NIPPLE EF0025 N3474 6. 8 12 24 - O - 21 - O3 24 4 MID LEVEL BEACON BRACKET BPB0001 .,-, .. /OL ARRANGEMENT ___ 1 2 TOWER HEIGHT 25 _ 4 MID LEVEL ICE SHIELD/REST PLATFORM IS0005 _ ®'26 12 CLAMP KIT HRK0003 t TYPICAL TOP- VIEW TOWER 8 1 1 1g 43 24 'GALVANIZED CLAMP HR0014GA HORIZONTAL -48 '1/2"X 4'GRADE 2 BOLT SC0813H04000AGR21148 'IQ'X 7'GRADE 2 BOLT SC0813H0700GAGR2 28O O2 48 '1!1'LOCKWASHER WL08GA i 2' 31, 32 48 iR'FLATWASHER WF08GA 5 1/3 TOWER HEIGHT c48 '12'GALVANIZEDNUT NU0813GA '- 34 4 27 5 BEACON MOUNTING KR LKK0004 18 5 14 o 20 '5/8'X2'A-325 BOLT SC1011H0200GA 4O- 20 *LOCK WASHER WLIOGA Do 1 11720 •GALVANIZED NUTSNUf011GA g O7544 4 3/4'LB ELBOW EF0027 28 29 3/4'CONDUIT CLAMP HR0006 �� O ;- 1 �; O /6 TOWER HEIGHT • 41 29 46 1'CONDUIT CLAMP HR0009 2•t I • 1 • �• 38 o 30 - 87 HOSE CLAMP HC0028 MID-LEVEL BEACON 8 1 ©5 �" 39 31 380 3/4'CONDUIT E00075GRC TYPICAL ASSEMBLY DETAIL 1 1 _ a 32 460 V CONDUIT ED0100GRC g ' 3 Q 33 840 #4 THHN WHITE WIRE EW04THHNWH NOTE: ICE SHIELD MUST BE PLACED AT ENOUGH DISTANCE 1 1 N N S3 E4 B3 1 34 840 #8 THHN BLACK WIRE EW08THHNBK ABOVE BEACON TO ALLOW FOR BEACON BULB REPLACEMENT. 8 1� t 6 8 g 35 470 #6 THHN WHITE WIRE EW06THHNWH . 13 3 65 S2 62 61 0 36 590 #10 THHN BLUE WIRE EW10THHNBL NOTES: 1 37 590 #10 THHN BLUE WIRE EW10THHNBL g = TERMINAL o 38 . 340 #12 THHN BROWN WIRE EW12THHNBR 1) CONDUIT SIZE BASED ON USING TYPE THHN WIRE. TO CONTROLLER 39 340 #12 THHN BROWN WIRE EW12THHNBR 2) BREATHERS ALLOW FOR CIRCULATION OF AIR TO PREVENT CONDENSATION. 17 ! LIGHTING INC. 40 720 #8 THHN RED WIRE EW08THHNRD 3) USE ITEM j23 TO COUPLE CONDUIT NIPPLES. APPROXIMATE OL1 EXTENSION IS 12 INCHES. I 41 470 #12 THHN YELLOW WIRE EWI2THHNYL ELECTRONICS RESEARCH, INC. 6 NAME LIGHTING ASSEMBLY DETAILS etet 42 220 #12 THHN PURPLE WIRE EW12THHNPU M •! Som °"'6"I°"" 5 9NCLUDEDINKIT _ _ 1•u e 554:r55 415,; I��„=lotion. , FDR 101'-1,050'A-3/5 RED WOG 10l C l• 7777 GARDNER RD. s t a b mw,. s N71i '� a w,.peat R.•pm wfIQ ca.•A a ERE G\ORAF7#'10\SIRUCIU4\SIR-Le\L##!4 CHANDLER. IN 47610-9837 ;gi5d5 pp, a tpAOIM01Rm Wi1G710a rep000nok at 2 - rAC70Y ms pun Hu NAtQ C_4 PHONE: (812) 925-6000 0690]94 a us MOWN 6 A YAWL*OF FU WI.IAt E S� 14 Nb. ^-4 ii°' 1 FAX: (812) 925-4026 •COPYMp9 10O EM,ELECTRONICS RESEARCH pG NO REVISION _APP'D_DATE tort AS NOTED w.. a TOP OF TOWER BELOW LAMBDA 6 (FPA0650T)640'TO 660'GUYED Tower Safety Climb TOP BRACKET QTY. DESCRIPTION PART NO. CAP I 17 I SAFETY CLIMB KIT FPK0002 (TAPE CAP ON WHEN 1 'TOP BRACKET FP0007 INSTALLATION IS COMPLETE) 41•7 _ . 1 'BOTTOM BRACKET FP0002 1/2"0 X 3" STAINLESS STEEL / 1 'BOTTOM TENSION ASSEMBLY FP0013 �� -� BOLT, LOCKWASHERT /// BACKING PLATE ATTACHMENT PLATE ASSEMBLY 1 *SAFETY SLEEVE FP0004 LONG STEP 1 'CONNECTING HOOK FP0005 00 1 'HARNESS FP0006 �, ATTACH 3/8" PREFORM 1 *BACKING PLATE FP0014 - TO RING ON PLATE., MACHINE BUSHING _ 1 'GUTS FOR TOP BRACKET FP0012 I SHORT STEP (LEAVE AT LEAST 2" 1 *ATTACHMENT PLATE FP0015 II/ CARRIER CLAMP IN LOOP FOR OPERATION 1 *YE PREFORM PF0037 OF URETHANE SHOCK '.� 2 'VT ROPE CLIP GC0050 ;• _ ABSORBER) SHOCK ABSORBER 4 •V2'X 3'HEX HEAD BOLT 5O0813H0300 4 *1/2-SPLIT LOCK WASHER WL08SS 1/2" CABLE CLAMP 4 la'STAINLESS HEX NUT NU0813 (2) PLACES. TOP I INCLUDED IN KIT AND BOTTOM OF PREFORM WHERE 670 318'GUY WIRE(FT) 26 CABLE GUIDE GW0037 E FP0003 3/8" EHS GUY WIRE ATTACHED TO 3/8" PIPE CABLE CABLE GUIDE (1) PER 25' 3/8" CABLE 3 / ••a TOP BRACKET DETAIL FP0001 & FP0007 I I\ 4 ii BOTTOM BRACKET It SIDE VIEW v BASE OF TOWER FRONT VIEW I _0 t 0 cc ELECTRONICS RESEARCH, INC. ua 4ognP°'If°`°""9`°"I•'a'"l°'"'°ln°`°"°°°"°`wide ed 8 _ NAME S4EIY aw Assaf'q ciecl,,,, Reranit tees'. ID: or °:teems s freer and anew equipment 4 Established INS es o amfdenliel bas's and only authorized in urn the n+lalWnn FOR FAIL 1�m�rr CIAN/n�n��! ��, 7777 GARDNER RD. operetta.and Repteck b Y mainmast*el�arn:0n or o s., e, 3 _ r� S"-"_ ""'"' :wets ar..uaid t asp willen cared d 90. ,ATM C\uRAfT►AG\siBucnxr\s1R—Lre�AssEY&Y ® CHANDLER, IN 47810-9837 : OWSLI p•hittled. 6µ611N1646 A 6016106 IGyppplt i . 2 FACTOR , I! ( ) OM 0,1 1 we,e�r,.(/5d MA.010 No. PHONE: 812 B25-8000 ns eFORWIox 6 A w0ulnll Of Mat w. 1 ��,,� FAX: (812) 925-4028 *COPYRIGHT 2003 08, RECIROMC5 RESEARCH HG NO REVISION APP'D DATE PA As dpi '""5' C-5A 4 • A3 LIGHTNING SPUR ASSEMBLY ITEM NO. QTY. DESCRIPTION PART NO. 1 12 5/8"GALVANIZED FLAT WASHER WF1OGA \ 3 2 24 5/8"GLAVANIZED NUT NU1011GA I 3 6 30 BENT LIGHTNING ROD LR0062-4BOOGA-NO01 5 _• 4 18 STAINLESS ARRESTER TIP LR0062-N003 5 12 5/8"GLAVANIZED LOCK WASHER WL1OGA 6 3 HANGER KIT HRK0003 L� 7 6 VERTICAL MEMBER MOUNT LR0002 1 MD NOTE: BENT ROD SPUR ASSEMBUES I ! SHOULD BE ROTATED TO BE EVENLY SPACED ABOUT THE I \� � 'v OUTSIDE OF THE TOWER. • 3 t : / �� Al SPUR CONFIGURATION o • (LRK0004) TOP VIEW 6 � SCALE = 1/12 SIDE VIEW - SCALE = 1/6 U te ELECTRONICS RESEARCH, INC. q ;,, , a, ,° °" , 6 NAME LIGHTNING SPUR ASSEMBLY tMallah.d MO an a confidential bath and cat oulh■rsed for use in the nddatian, — — FOR ap■aDm.and tsdat. a Em ta•r.■d anlemo t 4 _ A3 CONFlGURA110N Cn 7777 GARDNER RD. I; �tsk ttep aacftsn trwwn rion a 6Waave W a■enl s nTM G\ORAFENO LE\ CHANDLER. DI 47810-9637 :�dely pr■YOla�d. ilxvin �WOU 1�■oD Climax.OR uea, y —_� �. PHONE: (812) 925-8000 DISCLOSURE a DRS MDDILADOEI SAM/MDR OF EENM.t/11. 1 (FUVED KR T01 �d n i I� 1 9M O woos sits"' as MA A-3 o SPURS „.1 FAX: (812) 925-4O26 •C0RANi9 2003 EPo. ELL-MONO RESEARCH HC. NO REVISION APP'D DATE Ian ,s ROM aea+.. C-7 0 3 3 J - START OF LAMBDA SECTIONS SAFETY SIGN ASSEMBLY 3 QTY. It DESCRIPTION PART NO. 2 }SAFETY SIGN SN0002 3 4 CLAMP KIT(1 1/7-3"DIA) HR0051 TOWER SECTIONS & 3 SAFETY CLIMBING DEVICE ENDS - oa a \ In a 3 3 3 CLAMP KIT 3 3 I /r IFFNT10ESAFETY SIGN ACE 3 Climbers of this governing structure must comply O 100` with all governing r;tate and Federal regulations. p 3 Climbers must also comply with all OW regulations. ifi • This includes,bid in not limited to,being tied-off 100`X, a at all times. Failure to comply could result in serious DETAIL AIV injury or death. s / ) `v. ELEV. 5e-6•• �p ®p p/ 1 I "alp DETAIL A as IE- . ' . U a • o 11 11 'f_ �e mll Il�r �� U • O-� 1•. • • ELECTRONICS RESEARCBe INC. nw den•nmd/bong eaddro inmmation ro�eerea w•rdedb g NAI(E RLlI Jpl 4U1[41M1 0W 87�[A a M O COS5 Ressord4 Inc MO. Nis A0 e n Is dntlwed 5 .i ByyyyN INN on o iM'dmlid Isis and rely dAhhdzed tot teen the itstolcan soticnteol d -FOR nyor�wpy g - �_�- 7777 GARDNER RD. � .o-operation.and nxidflonCe at ramir on or tower end�i+cw a e. 3 - emd G1gg,� \pga,E�lrosu Cans CHANDLER. IN 47810-9637 •.s ra Vim`' i/xtm �w x. dt.at 2 hens MAN Ace x.� C-8 GUYED TOWER PHONE: (812) 925-6OO0DISCL0SUREa DC RdOrew ON s A NOIA1nR a TEEM W. MI 09/09/03_.a MAIM NO. 4 FAX: 812 925-4026 •COPYMC�tf 2003 fl. E ECIROMCS RESE/RCR NC. �,. ( ) NO REVISION APP'D DATE curt ,g hp�0mar• C-8 I 3 s. a STAR MOUNT ASSEMBLY FOR 46"INSIDE FACE TOWER QTY. DESCRIPTION PART NO. _ 4 ,j A' 3 STAR MOUNT GUY EAR WELDMENT 10624-SM7 a - yy /-' 6 STAR MOUNT A-FRAME WELDMENT 10624SM4 },i 7 24 1"DIA.X 2-3/4"A325 GALV.BOLT SC1608H0275GA / 24 '1"GALV. WF16GA / 24 1'GALV.LOCKWASHER WL16GA 0 c oa v0 • / 24 1"GALV.NUT NU1606GA 3 FP n 75' / TOWER LEG DETAIL A a ii 7R i FRAME WELDMENT \• FACE A % A ,/ \, i �� GUY EAR WELDMENT 3 I4i • -- 7N DETAIL B .... VIEW A-A c 1"0 X 2 3/4" BOLT, FLATWASHER, m TOP VIEW '%�-•---'-- LOCKWASHER, & NUT 1"0 X 2 3/4" BOLT, FLATWASHER, /' \� -'-�.�•`` LOCKWASHER, & NUT ./ \` i TOWER SHOWN IS FOR - 1 i \ • f 1 REPRESENTATION ONLY 1 I j cg1 i1 %. O [i 0 / I!?' -` : i DETAIL A \illk- DETAIL B ' CC ELECTRONICS RESEARCH, INC. 7 ,`"ix. con" "„f 5 - NAME STM MOUNT ASSEMBLY a•eum.e Me m a cot'lO hoses and any ati&i ed for we n the Stadia dian, 4 FOR �upp��f�y�f //y�/�� J �� eperolu�rd rSMoonee A FRI tow and enlenn 4 '•'OIR W ,avig - �t 7777 GARDNER RD. a eF Alm to doe; 3 Pen G:\ORU7tC\4U\PNOECIS\10645 45 FRONT VIEW Lp CHANDLER, IN 47810-9837 ; wwm tu"'DUPILT l HFEX ea at 2 ?ACTOR mom �q ,,.,s �_y PHONE: (812) 925-6000 a ms KGRUAO N 5 A*IAN OF FFOERAL la 1 Den 09/11/ai p10 m KA "°. FAX: (812) 925-4026 - •CAPOISHT 2033 ERI. EffCIRONC5 RESEARCH IC. NO REVISION APP'D DATE Y*n, As NOJED as°PD, C-9 E9 • WEIGHT = 324 LBS. • QTY. • DESCRIPTION PART N0. - 1 6'X 4'ICE SHIELD FRAME IS0050 3 I 1 10'LONG TIE BACK PIPE FRM0002 1 _38112'LONG TOP BRACKET IS0043 �i n TIEBACK FRAME 2 21/2'X 21/2'X 1/4'DIAGONAL IS0051 3! - 1 CONNECTION HAR• DWARE II • ' ITEM QTY. DESCRIPTION PART NO. �,C� • - y r�. 1 5 _CLAMP KIT HRK0003 — �7' c l 10 'ROUND MEMBER CLAMP HR0014GA 1 TOP BRACKET 20 '4"GALVANIZED BOLT SC0813H0400GR2 2p '1"GALVAN2ED BOLT SC0813H0700GR2 �_ - 20 _•LOCK WASHER _WL08GA - 2p 'FLAT WASHER WF08GA 3 20 'NUT NU0813GA I� 2 1 90 DEG.ROUND MEMBER CLAMP HR0014-2GA 3 3 4 314'DIA.X 2 A-325 BOLT SC1210H0200GA • [-4-I 4 34"LOCKWASHER WL12GA 3 �� DIAGONALS 4 314'NUT NU1210GA 4 1 518'DIA.X 1314'BOLT SC1011HO175GA ire;.rare°i4l:r�i��rer,.r�re3 ;r�rr Yi%�reieirr�rirr�rSrr��r�rir 1 5/8'LOCKWASHER WL10GA • ate iee .' '+ire?i4• YeSrei�r444.4,44'4eieirrpirr4 Iveei�rreie vel - eioi�r4ie�4ie§4�'3 . i,.�?ie�reie�?��ei,.�4ie�?iefra. r�feiy?iei4iei� 1 5/8'NUT NU1011GA • 0.r4 0.4..•••• 4v 4 ve e+ naives eneese e$4'+e S e nee e� o•e�es a new ei4 - 'INCLUDED IN KITS el 1 eei4rerire ei4G vs e 4eeen tt a teeirr ei 4.��i 4eerned reir4reri4rerir''?i • ICE SHIELD FRAME %'�fretette 44ee %irere4i%ie%rime'c 1S're :4i lei r:!�i Ara ::lei's 4:143 Z ''ee'i':ei, ti i I it%i'41.1/434e4ere•44 '1$4 4Wii ineS4ieite .ri°er�4444e 44 M o • lig 4eir4rei4eir4�ei a%r�r�i�4•i�� e�r`ir�e%�rer%� eis einer%rerei�e' :r$e%'ie� 4ei • ei,.�e%��ei,�f?i4r%lei tee rerirfe%f�er�4% teSete$4.4.#4' "ieretee$tte nee lAteneieeeiOre ete 4.ei�re%tr lee 114 '� 1.101.614.014....1'sett4•44•neon 1. <%e%f�ie�"nit nee��ii.�'s.:' i.'�e•ir,��i%; •r��i�rei•r?�§fie , I mit 3 1' 6 3/4" 2' 11" l'-6 3/4" SIDE VIEW 3 • v 9 6 -0 1/2" 11 • if • ii TOP VIEW i> ELECTRONICS RESEARCH, INC. This Rem a'c. � 5 NAME ASSEMBLY DETAIL Established IBf.I on a canfidmxd basis and e^N a,Alwrieed town 0e ineletlaliv� — , 1ee a tie FDR 6' X 4' ICE SHIELD ASSEMBLY 7777 GARDNER RD. as ppr�pal Repoduetu•, UamnAfaian a 6cbare to°iMrti 3 v�T11 c:\9RAFItNc SiRUCiUR 51R—P «°upW' hmz'eA use..•tnwt ue aspen"mein consent er OM. \ \ .w1\� NO ® CHANDLER, IN 47610-8837 is act/pnS ed. tRUUIttllltQE9 9xPtIG110tL REFRURUI:tIDN,m 2 P1CIDR t/7e I RARx LAIR K1e6-01$raffPHONE: (812) 925-6000 n6 8 *in 1 DAl'L o3 Oc O.1 O1p FAX: (812) 925-4026 •COVfRIGt9 2003 08, ELECTRONICS RESEARCH C. NO REVISION APP'D DATE wn AS 0 ma S��-9� I u ox vo s a 3) WEIGHT = 324 LBS. 1 TIEBACK PIPE QTY. DESCRIPTION PART NO. - I 3 PI 1 4'X 6 ICE SHIELD FRAME IS0048 1 10'LONG TIE BACK PIPE FRM0002 3 1 381/2"LONG TOP BRACKET IS0043 2 2 1/2"X 2 112"X 1/4"DIAGONAL IS0049 3 CONNECTION HARDWARE 2 ITEM QTY. DESCRIPTION PART NO. 1 5 CLAMP KIT HRK0003 10 _ 'ROUND MEMBER CLAMP HR0014GA 20 *4"GALVANIZED BOLT SC0813H04000R2 3 20 '7'GALVANIZED BOLT SC0813H0700GR2 20 'LOCK WASHER WL08GA 3 n 20 'FLAT WASHER WFO8GA - PI 20 _ 'NUT NU0813GA • 2 1 90 DEG.ROUND MEMBER CLAMP HR0014-2GA t<yv"-aft03N44 PIVAVerf3/iMI 1 TOP BRACKET 3 4 3/4'DIA.X2'A-325 BOLT SC1210H0200GA 4l�<i 1�!"l�� Q4<1 04e. ��l�i�$�e%�gi, IA _ 4 3/4'LOCKWASHER WL12GA <<<i Warn; '<i�<i<��<�%eate% %�� 4 -- 314'NUT NU1210GA "04 442,i�tsl431 1A4,14�ili�t44t:i; 3 4 1 -5/8'DIA.X 1 3/4'BOLT SC1011H0175GA .ltsei ;�t4�14t4ei4tseill4 4i4tsil4t4li�i$ <<i� �` 1 5/8'LOCKWASHER WL1OGA 44t. 4904$'44i Mt41 4"04++Sent%<fl 04: 1 5/8'NUT NU1011GA Hell %44-4744!4lll474: to sl%le4elll4lll!4 024 i<< i<<<�i��ii Wit* ��i<4314<34411. 'ies4 'INCLUDED IN KITS c • .44m •44•44:+0'4•44 ar.l'e4t$�:`p<�,� eSt DIAGONALS ztesst2 As i jc :',441 444404404I+ 0,04S4 "011 <l l<<,�<I�I<t4d It4�j' .1j4",!<it!<t,�t4�i :4: N N ill2: 053. lf..t.a. '<4t�?4tat ter: 44. \ N. t!,lLN.<I G,eGa.G..U...� N." �I In o ICE SHIELD FRAME %t4ti!�4ti4<4<i4t4ti4t4ti 4t� �4i4t��i 4<44t�tt�i44 " �j o !1,o.�,lfl�s-,ses-4¢ 0 4240 4,�44��<<pi 4A V444'1/44/444•444.44+444�4i<<4i_�14p�4i4 V 44 °÷4/74444.4444•44144eno: :444'44•44.47449444,4444 * *4444/7444144.544441444 4454•44•4•44,444+440.445't "44,74444:4'404444•44÷4 :44•14744.4744"444+44' ,÷,n„�t4l4�4e41j4il�li4lj� �4l4efei�t4<41�4i�f<l4.i: ill4it4ei�t��it�%i<4li�S 4ilp 4�1�41�p4i�4:�e4i' 2 ?its��4i i 4ivi t�P 4.4it414i%i 4l4<f 1 O <N � N Nfj ellj<�%lNA- Tit �I0Ijllljle�<j l<�lt SIDE VIEW co Ai 6 1/2" 2'-11" 6 1/2" 1 _ 411 �r ,R . Inc.("ra considered confidential 5 I NAME C.) ELECTRONICS RESEARCH, INC. q ASSEMBLY DETAIL TOP VIEW �_�_ I� °, o a°" ,'"m,�; 4 FOR 4• X 6' ICE SHIELD ASSEMBLY u) �� 7777 GARDNER RD. m Reproduction,transitionnorm a Of n•onue N Sea 3 PATE G:\MWTING\SIRUCTUR y�rteed use, s4Tho4 the o !"elan consent ed flit 'ACM \SIR—PART\IS • CHANDLER, IN 4781O-9637 O Of 1I W S A HPU AT N.i i�"M. 2 IfY..BIG k MB it 'AC Vi8 M INov ?WIZ -06s PHONE: (812) 925-6000 no1 masa or 72/7 Vm I, V E FAX: (812) 925-4O26 •COPT IGHT 2003 ERI, ELECTRONICS RESEARCH K. NO REVISION APP'S DATE wen AS tom-ma AJn "` S90-17061 S ITEM QTY. DESCRIPTION I PART NO. OPTION-B LEG 6 4-1/2"O.D.X 21'LEG WELDMENT 7X80001 ITEM QTY. DESCRIPTION PART NO. ' PLATE-A 4 50X 20'X 12"SPLICE PLATE 7X80002 3 T X 10'FEEDLINE TRAY 7X80011 3'-0• PLATE-B _ 18 8'X T X 1/8'GRATING SPLICE PLATE 7X80004 SUPPORT-A 3 3'X 3'X 1/4'X 49'HORIZONTAL SUPPORT TXBO3-N002 N� SIDE RAIL-A 2 ANGLE,6'X 6'X 1/2'X 120'SIDE RAIL 7X00005 1 6 12'-13 X 5-1/8'C-C GALVANIZED U-BOLT UBO813-0512GA WELD ANGLE TO SIDE RAIL-B 2 ANGLE,6'X 6'X 1/2'X 240'SIDE RAIL 7X80006 12 •i2•GALVANIZED FLAT WASHER - 'WF08GA FrELD ADJUSTMENT 3/6"AFTER FINALr �' DIAG-A 6 ANGLE,3'X 3'X 1/4'X 79-5/8'INNER DIAGONAL 7X80007 12 11/21 GALVANIZED LOCK WASHER 'WL0BGA OPTION-E "- BRACKET-A 20 DIAGONAL BRACKET 7X80008 12 '12'-13 GALVANIZED NUT •NU0813GA (CONDUIT BRACKET) �••• GRATING 10 340X 36"GRATING PANEL TX803-N001 13 6 3/8'46 X 13/4'STAINLESS STEEL BOLT S00616H0175 DIAG-B 4 ANGLE,3'X 3'X 1/4'X 13?DIAGONAL 7X80015 6 3/8'STAINLESS FLAT WASHER WFO6SS 6 _3/8'STAINLESS LOCK WASHER WL06SS ITEM QTY. DESCRIPTION PART NO. 6 3/8'-16 STAINLESS NUT NU0616 OPTION e i. 1 52 1/2"-13X5-1/8'C-C GALVANIZED U-BOLT U80813-05120A 6 2'X 2'X 1/E'WASHER WF06GAS FEEDUNE TRAY xeoott 104 •12'GALVANIZED FLAT WASHER •WFOBGA 4 21-9/16"X 3-11/16"X 12'FEEDLINE TRAY PANEL SPLICE PLATE 7X80012 SUPPORT A 104 11/2"GALVANIZED LOCK WASHER •WLO8GA 10 24 _3R'-16 X 1-1/4'A-325 STAINLESS BOLT SC0616H0125 HORIZONTAL SUPPORT �'�••••' 104 "1/2"-13 GALVANIZED NUT •NUOBI3GA 24 3/8'STAINLESS FLAT WASHER WFOSSS 2 5 5/8-11 X 2-1/2"A-325 GALVANIZED BOLT SC1011H0250GA 24 _3/6"STAINLESS LOCK WASHER WLO6SS f 2 C 5 5/8'GALVANIZED LOCK WASHER WL10GA 24 3/8"-16 STAINLESS NUT NU0616n 5 5/8'-11 GALVANIZED NUT NU1011GA 'INCLUDED WITH U-BOLTS Y i • 5 2-1/2"X 2-1/2"X 1/2"GALVANIZED FLAT WASHER WF10GA-N0010 es 3 20 3/4"-10 X 2-1/4"A-325 GALVANIZED BOLT SC1270H0225GA OPTION-E CONDUIT SUPPORT 20 3/4"GALVANIZED LOCK WASHER WL12GA 7 10 ITEM QTY, DESCRIPTION PART NO. 1 � 3/4"-10 GALVANIZED NUT NU1210GA 4 ANGLE,3'X 3'X 1/4'X 8'CONDUIT BRACKET SUPPORT 7X80009 DIAGONAL I 4 32 7/8'-9 X 2-1/2'A325 GALVANIZED BOLT SC1409H0250GA 4 ANGLE,3'X 3'X 1l4'X B'CONDUIT BRACKET SUPPORT TACO2110 10 0 32 718'GALVANIZED LOCK WASHER WL14GA 4 7-1/2'x 2"x 1/4"CONDUIT BRACKET CONNECTION PLATE 7X80010 w - 32 7/8"-9 GALVANIZED NUT NU1409GA 7 8 1/2'-13 X 3'A-325 GALVANIZED BOLT SC0813H0300GA 'I 5 60 318"-16 X 3'A-325 _STAINLESS BOLT SC0616H03O0 8 12'GALVANIZED FLAT WASHER WF08GA E' 0' 60 3/8"STAINLESS FLAT WASHER WFO65S 8 1/2'GALVANIZED LOCK WASHER WL08GA BRACKET A 60 318"STAINLESS LOCK WASHER WLO6SS 1X80008c. 8 1/7-13 GALVANIZED NUT NU0813GA 1 Ez1 m 60 3/8"-16 STAINLESS NUT NU0616 8 8 12'-13 X 1-1/2'A-325 GALVANIZED BOLT SC0813H0150GA 10 •� 60 2'X T X118"GALVANIZED FLAT WASHER WFO6GAS 8 1/2'GALVANIZED FLAT WASHER WFO8GA 1 T * , - ., 6 18 318'-16 X 2-12'A-325 STAINLESS BOLT SC0616H0250 - - =n'r} ; --u' 8 12'GALVANIZED LOCK WASHER WLOBGA I T 1=II 7 r; I FIB 18 3R'STAINLESS LOCK WASHER WL06SS 8 12•-13 GALVANIZED NUT NUO813GA . ' 11-1I- ! =ll 18 318'-16 STAINLESS NUT NU0616 - , I IjTI', 1 ; E - 9 4 3/8'-16 X 2-12'C-C GALVANIZED U-BOLT UB0616-0250OA L f.TI=1'.f.; Ik 12 6 COVER CAP FOR 4'PIPE;417 O.D, C00086 8 •3AT"GALVANIZED LOCK WASHER 'WL06GA i_i_ I��T 1'- '1 i_i 'INCLUDED WITHU-BOLTS I—I 8 '348'-16 GALVANIZED NUT •NW616GA INCLUDED WITH U-BOLTS CH s a /4 VERTICAL REBAR (6) EQ. SPACED ON A ITV a, 4 TIES NOTES: o ' 1) TRANSMISSION BRIDGE LEGS 3 DOUBLE HEX NUTS & LOCK- TEMPLATE ¢ USED MAY BE FIELD CUT TO HEIGHT WASHERS ARE USED ON TRANSMISSION BRIDGE LEG TO POSITION ANCHOR TOP OF 7HE BASE PLATE T AFTER ALL UNES HAVE BEEN TO PROPERLY SECURE THE GROUT AMER LE1fUNG LOCATED AND ATTACHED TO THE TRANSMISSION BRIDGE LEGS TRANSMISSION BRIDGE o4. ir' I•� -•'•.'h (4000 PSI NON-SHRINK TRANSMISSION BRIDGE. GROUT. F •�_�� %' 3/4.6 A-448 2) SEE OTHER ASSEMBLY • II D n T n TT :n DRAWINGS FOR FURTHER PART I II il: li 1 I II II $ $ (4) TIES WNIMUM B' M . OVERLAP IDENTIFICATION. 11=11811=l L J-11=11=11 an o g I 11 II 1 ' I 11 11= o f Y III II 11 i II 11=11x a IIM11°1TPI � IIIIIII:I�:IT "' LS C 'a Iillllllllfl't=� B"1!'�:II FOUNDATION DESIGN NOTES. $ 11 II I'; I II o - ,,.,,e; :., '—APPROX. 5.—TOWER INSTALLER III=B1�n�-t-� I��:B=N�1 HOC PHIS BOTH SIDES OF PLATE, 14 TIES ANCHOR ROD DETAIL RESPONSIBLE TO CUT OFF 1) CONCRETE STRENGTH EQUAL TO a - 4,000 PSI M 28 DAYS. ! :n=11=B=t� =D=6-1! .•-,H,, .,,: ,.. .I,, ;-I ALE: 1/10 EXCESS THREADS ABOVE TOP 2) ALL REHAR TO BE GRADE 60. II II ll'-- I II 11= N II =11 IL B= NUT TO AVOID CONTACT WITH -J II II 11-11 II 114P 3) CONCRETE AND AEBAR SHALL BE DETAILED AND INSTALLED M u n tlal a u- TOWER PIVOT BASEL ACCORDANCE WITH Aa-315 AND Ap-318 STANDARDS. 111111111LB 111111 Ea 09 K FOUNDATION DETAIL ILICTROWS nauutat Re -wra�" resn" ,�.� "M'it, ma I BD Id rrr rrstint?,„,Arrrti 10-2637 SCALE: 1/30 'rrn aAlmpml]m. ww�r.6r.A,rtA.rr..rAw�r•• `Ms a WO U / Effie PHONE i DU) Yffi-eaao NOSF's'rii I"wiia��w w liar raga //p �o elna -ox-I If TAX: (6161 Nm-4026 , •aMvc am u.omnes Mtn c ,le WEED% APPD DATE .s xb® IN E-0.30- GRATING PLATE-B GRATING SPLICE PLATE PLATE-A TXB0004 6 4 - O �.� O�.� T- 1O © O ©- - GRATING iiniTi 0000 O © O@ SIDE RAIL-A SIDE RAIL-B // SIDE RAIL—A — DETAIL-C DETAIL-A DETAIL-B 30'-0" 5'-0" 10'-0" 10'-0" 5'-0" 13 OPTION E RIGID LINE WELDMENT DETAIL A AND MOUNT PLATE DETAIL D TXB0016 & TXBO017 \ CONDUIT �— � — DETAIL B ,73 f _ o - ` o , o DUDUDUDUOUDUDUDUDUDUDUOil a1 9[DU0 • 0uDUDv0lJ U U0l1DH U II �0�D_OUOuDU�LO_�DUDfi ti LDi tai O] 1�D_OiDUD_0_D1D_D11 l �,11U v�i11-r� DDDDDDDDODDDHI ,./ 00OODODODDDODDODDODDOODDOODDI DDDDOODDD uLl fUul, �',{,,�_ - K;1 DDODDDODDDDDDMH ODODDDDDDDODDODODDDODOODOOO0O0ODDDOOODD M 1' D000DDD00DDDDDDOCDODDDDDDDDDDDOOODDODODDODODDD DOOODDDDDUUUiIlt1v_i , , . - ", c � i , _ D-ODODDDD-DDD-ODODIDD-DDOOODD_DDOODOOODDDD000DDODDDPODDDDODDODDODD00 o rr � r - nnr, _�_ n rn � nn � rnr �nrnn -, nn � n � n nn �_ �\. M �opo_� ap_♦ -� f__ • SIDE RAIL-B OPTION B SIDE RAIL-A TXB0006 TXB0005 DETAIL C ��ao2� SUPPORT A 2' X 10' FEEDLINE TRAY moo' HORIZONTAL SUPPORT _ TXB0011 TXB03-N002 lk 34" X 36" GRATING TXBO3-N001 9 - m NOTES: OPTION B 1) NOT ALL GRATING SHOWN FOR CLARITY. 0 13 FEEDLINE TRAY I• TXB0011 2) IF NECESSARY, CUT GRATING AROUND SPLICE PLATE TO ALLOW FOR BOLT ACCESS. ' U n:s aonwnn+l/dto�in9 contoa s rdamat�wi con�d«ed cmfide did B NAME ef allEI ' d 1 � i I ELECTRONICS RESEARCH, INC. r u RexarcAsis. tand. ( IV) T1ie inro.mot;on aecloeed 5 �i�+ /y� T� �� e.ueusnee tws moal m a of EERI tower and anima)equipment,ice use in the instanation. 4 FORoperation, and IIMA U/ C ® 7777 GARDNER RD. as RepoAr<tion,t.orun+®m°`aubwre to°nKn 3 PATH�4� a=Id uat, ri}}blA the wdtM C071e71I of ERE � 2 `PALT0N G\D�1��\PRQ.IECTS\i06/5 -ice DE*_1F1JL—D CHANDLER, IN 47810-9837 p,tayp,dwed. i 2fl aTau. �.oR t/25 ,Cg nAn OlSQD6Uf2E or DRS 160R1MTIDM 5 A VgUT10N OF FEDERAL UN. J8403-030-1A it— PHONE: (812) 925-8000 1 °"Tt o9/te/o3 a°"" oieAmra wo. l] FAX: (812) 925-4028 •C0P1R$GHT 2003 ERI, Et£CfR041(S RESEARCH NC. NO REVISION APP.]) DATE Mori. AS NOTED ao"*e�- 003-030-M fa "' OPTION-E 5'-0" 10'-0" 10'-0" S (TX60010) 7 ii OPTION-E SIDE RAIL-B OPTION E (7X60009) 7X60006 SEE DETAIL A '••• J SIDE RAIL-A m Nn — 8 ads v iE u'N 7X60005 t 'O �v 2"0 CONDUIT 2"0 CONDUIT OPTION E (TXB0009) e■t ut t OPTION E v (TACO200) OPTION-E 9 (TACO200) _ `s!. •1 FRONT VIEW SIDE VIEW OPTION B OPTION B `I SEE DETAIL B DETAIL A "\' 2' X 10' FEEDLINE TRAY 7XBO011 4 SCALE = 1/5 I LEGE4 g __ TXBOD01 DIAGONAL-B 7X60015 • OPTION B - m 2' X 10' FEEDLINE TRAY 7X60011 FEEDLINE TRAY SPLICE PLATE a THIS SET OF DIAGONALS ti I TXB0012 (~I 1 D ARE ON OPPOSITE SIDE z I I o 2 OF TRANSMISSION BRIDGE m (r--4------ -7-- --- it--, to I M BRACKET A " ..• 3 o OPTION B i TOP VIEW _ TXB0008 _ 2' X 10' FEEDLINE TRAY 10 :re, 1XBOD1 1 T I T 1 FEEDLINE TRAY -II F -'; IICIf ; al SI ' ; IE-11 l7 \ 10 SPLICE PLATE :1 i F 1- 1 I G El I E ' n I I I Li Tx60012 111 �1iIIE=1 He ,I 4 iS -TE iI I 1 1/ III I '-4-;:n i-I I E I-i -II -II I - I I�IIi 11 I �I t;; m ® 0 0 0 ✓ I -I a EWE= I I Ei I kI I I I i I H II m L� uuuu � ruuuu iiC-II I ' E=1 E11 IE�IEN 6 FRONT VIEW DETAIL B .F; I- SCALE = 1/8 0 W BRINE �,g•� a ELECTRONICS RESEARCH, INC. hoot,"`t'�"Oea1N Lr 111""1 .' .t ' `°6.4.4 8 NAME �OHIO[ MX'IAN bn o coS ao Reeearoh,nc. n od IM bd ose Ii n dsWsM 5 ..1 Establish*" 1943 on a rMdential bas's and on*authorized la uee n the nzlablion.enna equipment. 4 FOR Nag //yy�� .g �� operation,appapriale. 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Y 'ir y r Df].A. �f 40O630't ,YE 53' COM9r3JOAOi/ A USE BY SPECIAL REVIEW USR- -- I lOit 0. �+'� y^ JI CA5`,OY CI,EGENT OM/.NU,5„.95,51 I ___ QV W •, w•py4W CCnCry C x NI PipR (9131 01-7942 TAX: (50 31 171-50W PP (n9 H1 50 A WO)be-Xv,• 'wx • SOL USE BESFECIAL 1ERZi L (1SH�- nta. A parcel of lane being a part of the Southeast Quarter(SB1 4)of Sec.tion Nineteen;19),Township Eight North(1.8N.),Range Sixty-six West(It.66W.),Sixth crr:cipai Meridian(6th P.M.), County of'X'eld,State of Colorado so.•a VICINI '? MAP U•fc tar r.INV xe .s • .10.m. ..4,r. . w 6.. •' ..• .. ..t 1..o• II)./..4,,4 72:7,..i :9 �...al t ...I."'" ...,. . r 4 po DE ' u,1 O . f j IlardfX1 i P _ SEC.19. T.8N.. R.en. I ` (I \ i.i,�..: w.,Sear e�.,nt�tyA.are.Vni,.......zee, ea.tan,.,:%art*. -•••• .1..,s { I ��: _ j Ir i�� =w.,.:�•,+t:ta «�..... .. 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Myhre, #23329 ISAACSON, ROSENBAUM, WOODS & LEVY, P.C. 633 l7°i Street, Suite 2200 Denver, Colorado 80202 Phone Number: (303) 292-5656 FAX Number: (303) 292-3152 E-mail: mgrueskin@irwl.com; bmyhre@irwl.com ATTORNEYS FOR PLAINTIFF MOTION TO REQUIRE CERTIFICATION OF RECORD Plaintiff, by its undersigned counsel and under C.R.C.P. I06(a)(4), moves for an order to require certification of the record as follows. I. Plaintiff is filing, contemporaneously with the filing of this motion, an action against Defendants under C.R.C.P. 106(a)(4). 2. Plaintiffs Rule 106 action concerns the approval of a resolution (2003-2556) by the Weld County Board of Commissioners. That resolution granted a building permit to Defendant Regent Broadcasting for Regent to construct a transmission tower and facility to be located within 150 feet of a similar tower and facility owned and operated by Plaintiff. Plaintiffs Rule 106 action alleges that the county Defendants violated state and local law by issuing a building permit before zoning and subdivision review and approval. The resolution authorizing the building permit was approved on September 3, 2003, but signed by the commissioners on September 9, 2003. 3. Plaintiff requests that this Court order Defendant Board of County Commissioners of . Weld County to certify the record of all proceedings and filings leading up to the approval of the resolution by the board of county commissioners, including, but not limited to, the application by Regent and all documents and submissions made therewith or thereafter, all agendas, minutes and notices for any and all Board of County Commissioner meetings, hearings or other proceedings relating to the application and its approval, any and all transcripts and/or recordings of the proceedings before the Board of County Commissioners relating to the application and its approval, and any other documents or other materials related thereto. 4. A proposed order is attached. WHEREFORE, Plaintiff requests that this court order the Board of County Commissioners of Weld County to certify the record of the proceedings as noted above. Respectfully submitted this / day of October, 2003. ISAACSON, ROSENBAUM, WOODS & LEVY, P.C. Mark G. Grueskin Blain D. Myhre 633 17`x' Street, #2200 Denver, Colorado 80202 Attorneys For Plaintiff This document was filed via the Justice Link e-file system. The originally signed copy is on file at the offices of Isaacson, Rosenbaum, Woods& Levy, P.C. • DISTRICT COURT, COUNTY OF WELD Court Address: 901 9TH Avenue Greeley, Colorado 80631 A COURT USE ONLY Plaintiff: FOX TELEVISION STATIONS, INC., a Case Number: Delaware corporation Division: Defendants: BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY; WELD COUNTY; DAVID E. LONG, ROBERT D. MASDEN, M. J. GEILE; WILLIAM H. JERKE, and GLENN VAAD, in their official capacities as Weld County commissioners; REGENT BROADCASTING OF FORT COLLINS, INC., a Delaware corporation ORDER RE MOTION TO REQUIRE CERTIFICATION OF RECORD THIS MATTER comes before the court on Plaintiffs Motion to Require Certification of the Record. The Court, having reviewed the matter and being fully advised in the premises, hereby GRANTS the motion. IT IS ORDERED, pursuant to C.R.C.P. 106(a)(4)(III), that Defendant Board of County Commissioners of Weld County shall file with the Clerk of this Court, on or before , the complete record of the proceedings relating to resolution 2003- 2556(dated September 9,2003) approving the application of Defendant Regent Broadcasting for a building permit to construct a transmission tower and facility. DATED this day of , 2003. DISTRICT COURT JUDGE 2 Plaintiffs Rule I06 action concerns the approval of a resolution (2003-2556) by the Weld County Board of Commissioners. That resolution granted a building permit to Defendant Regent Broadcasting for Regent to construct a transmission tower and facility to be located within 150 feet of a similar tower and facility owned and operated by Plaintiff. Plaintiffs Rule 106 action alleges that the county Defendants violated state and local law by issuing a building permit before zoning and subdivision review and approval. The resolution authorizing the building permit was approved on September 3, 2003, but signed by the commissioners on September 9, 2003. 3. Plaintiff requests that this Court order Defendant Board of County Commissioners of . Weld County to certify the record of all proceedings and filings leading up to the approval of the resolution by the board of county commissioners, including, but not limited to, the application by Regent and all documents and submissions made therewith or thereafter, all agendas, minutes and notices for any and all Board of County Commissioner meetings, hearings or other proceedings relating to the application and its approval, any and all transcripts and/or recordings of the proceedings before the Board of County Commissioners relating to the application and its approval, and any other documents or other materials related thereto. 4. A proposed order is attached. WHEREFORE, Plaintiff requests that this court order the Board of County Commissioners of Weld County to certify the record of the proceedings as noted above. Respectfully submitted this 7 day of October, 2003. ISAACSON, ROSENBAUM, WOODS & LEVY, P.C. Mark G. Grueskin Blain D. Myhre 633 17th Street, #2200 Denver, Colorado 80202 Attorneys For Plaintiff This document was filed via the Justice Link e-file system. The originally signed copy is on file at the offices of Isaacson, Rosenbaum, Woods& Levy, P.C. 2 Y DISTRICT COURT, COUNTY OF WELD Court Address: 901 9TH Avenue Greeley, Colorado 80631 A COURT USE ONLY Plaintiff: FOX TELEVISION STATIONS, INC., a Case Number: Delaware corporation Division: Defendants: BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY; WELD COUNTY; DAVID E. LONG, ROBERT D. MASDEN, M. J. GEILE; WILLIAM H. JERKE, and GLENN VAAD, in their official capacities as Weld County commissioners; REGENT BROADCASTING OF FORT COLLINS, INC., a Delaware corporation ORDER RE MOTION TO REQUIRE CERTIFICATION OF RECORD THIS MATTER comes before the court on Plaintiffs Motion to Require Certification of the Record. The Court, having reviewed the matter and being fully advised in the premises, hereby GRANTS the motion. IT IS ORDERED, pursuant to C.R.C.P. 106(a)(4)(III), that Defendant Board of County Commissioners of Weld County shall file with the Clerk of this Court, on or before , the complete record of the proceedings relating to resolution 2003- 2556(dated September 9,2003) approving the application of Defendant Regent Broadcasting for a building permit to construct a transmission tower and facility. DATED this day of , 2003. DISTRICT COURT JUDGE Hello