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HomeMy WebLinkAbout02-10 American Tower Corp. - Telecommunication Tower - Back Creek - BackfileComment Sheets: GIS Sanitation Authority Inspections ✓ Public Works y, Parks & Rec X Health Dept._ SITE PLAN TRACKING SHEET VDOT '� k Winchester X Stephens City y, Middletown —�— Airport V IT& v One copy of Site Plan application form Payment of site plan review fee One reproducible copy of Site Plan OPEN FILE: ? (o /o File Opened 0 Reference Manual updated/number assigned (a o D-base updated (o Q Application Action Summaly updated CLOSE FILE: kq. ko Approved (or denied) letter mailed to applicant/copy to file and cc's �q 0 File stamped "approved", "denied" or "withdrawn" q Reference Manual updated D-base updated ,3 L30 L0 Application Action Summary updated Sys ID 4 I r 0 m *' v E N c oN o fl E a! o C > Q N Q > r-i WW 4 Y 4- a� .On c Z ID a� cn O � LL a . i Ln DATE RECEIVED FROM I� RESs ❑FOR RENT--�' El FOR `:D AMT. OF CASH ACCOUNT AMT. PAID G`� '� CHECK BALANCE MONEY DUE ORDER NO. 3JO9 ry DOLLARS S 0 k,�)l 5:"ZQ-) Cam.i, i col I c-h BY Q19- `�`%'� tJ U�f`l'��' � of I'I2EDI+JRICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 March 29, 2010 Mr. Doug Ruwe American Tower Corporation 2137 Rio Oro Drive Cornelius, North Carolina 28031 RE: Approval of Site Plan 902-10; Big North Mountain 'Tower Collocation (ITTSV 173-01) Property Identification Number (PIN): 48-A-37B Dear Mr. Ruwe: The Frederick County Department of Planning and Development administratively approved the above -referenced site plan on March 29, 2010. The site plan is approved for an expansion of an existing telecommunication tower site located at 450 Valley View Trail in the Back Creek Magisterial District. This expansion includes some of the following: Six antennas mounted on the existing tower (does not increase height). • New radio equipment cabinet in the existing shelter, emergency back-up generator and a gas tank on concrete pads. The site plan meets all requirements for development in the RA (Rural Areas) Zoning District. All relevant review agencies have approved the project at this time. I am providing you with three (3) copies of the approved site plan. Please forward these copies to the appropriate representative(s). Furthermore, advise the owner(s) that a copy should be kept for future reference, and an approved copy must be kept on the construction site throughout the development process. Once site development is complete, the owner(s) should contact this office to schedule an on -site inspection. Do not hesitate to contact me should you have any questions or concerns. Sincerely, Candice E. Perkins, AICP Senior Planner Enclosures CEP/bad cc: Jane Anderson, Real Estate Gary Lofton, Back Creek Magisterial District Supervisor Greg Unger and Kevin Crosen, Back Creek Planning Commissioners Commissioner of Revenue American Tower Corp., 10 Presidential Way, Woburn, MA 01801 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 0 0 SITE PLAN APPLICATION Department of Planning and Development Use only. l Date application received: ' �n D Application # Da —16 Fees received: ✓ Initials: 1. Project Title: ITTSV173-01 Collocation 2. Location of Property Big North Wolf Springs Rd (street address) 3. Property Owner: American Tower Corp Address: 10 Presidential Way Woburn, MA 01801 Telephone: (781) 926-4500 4. Applicant/Agent Doug Ruwe - American Tower Address 21307 Rio Oro Dr Cornelius, NC 28031 Telephone: (704)-975-6161 5. Designer: James Reyes, PE 023153 Address: 8505 Freeport Parkway Suite 135 Irving, TX 75063 Telephone: (972) 999-8918 Contact: r 0 6a. Is this a standard or 'minor' site plan? Standard Minor x 6b. Is this an original or revised site plan? Original x Revised 7a. Total acreage of parcel to be developed: 0.9983 acre 7b. Total acreage of parcel: 0.9983 acre 8. Property Information: a) Property Identification Number: 48A 37B b) Current Zoning: RA Rural rea District c) Present Use: Telecommunication Tower d) Proposed Use: Telecommunication Tower e) Adjoining Property Use(s) Residential/Agriculture/Vacant f) Adjoining Property Identification Number(s) 48A 37Q, 49E, 48M, 49C, 34, 37 g) Magisterial District(s) Black Creek District I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submission of my site plan. Z-z: Signature: / 7--/3 i /o Date: 7 0 0 SITE PLAN CHECKLIST ,,ie one rian unecKust, shown below, lists the information which is required to be on each site plan. Site plans which are incomplete or missing information, will be returned to the applicant (s) for revision. Project Information Section Sheet 1 (1) Sheet 1 (2) Sheet 1 (3) N/A Sheet 2 Sheet 1 Sheet 1 Sheet 1 Sheet 1 Sheet 1 Sheet 1 Sheet 1 A title that includes the name of the proposed or existing business and a subtitle which describes the proposed development. The name, address, and phone number of the land owner, developer, and designer. The Frederick County Property Identification Number (PIN) of all lots included on the site plan. (4) The number and type of dwelling units included on the site plan for residential uses. (5) The total land area and total developed land area of all lots included on the site plan. (6) A detailed description of the proposed use or uses of the development, as well as a uc�,uripuon of the existing use or uses. (7) A reference to any other site plan or master development plan approved by the county for the site. (8) The date the site plan was prepared and a list of all revisions made, including the date and a description of why the site plan was revised. (9) A table of contents including all pages of the site plan. (10) A list of all proposed utility providers, with their address, name and phone number. (11) An inset map showing the location of the site, along with the location of streets, roads and land uses within five hundred (500) feet of the property. (12) A statement listing all requirements and conditions placed on the land included in the site plan resulting trom approval of conditional zoning or a conditional use permit. Sheet 2 (13) A description of setbacks or conditions placed on the site as a result of an approved variance. Sheet 1 (14) The name of the Magisterial District the property is located within. Calculations Section N/A (15) Calculations showing the Floor Area Ration (FAR) of the site, including the maximum allowed FAR, total ground floor area, total floor area, and total lot area. 9 N/A (16) Calculations showing the total number of required and proposed parking spaces, including the total number of existing and proposed spaces. N/A (17) Calculations showing the total number of required handicap spaces, including the total number of existing and proposed spaces. N/A (18) Calculations showing the total number of required loading spaces, including the total number of existing and proposed spaces. N/A (19) Calculations showing the total number of required perimeter and interior trees required, mc►ua►ng the number of provided trees. N/A (20) Calculations showing the percentage of the property that will be landscaped and the percentage of woodlands disturbed. unc t ►wr to L/UIUIIJ Ouctlan Sheet 2 (21) The location of all adjoining lots with the owner's name, specific use, zoning, and zoning boundaries shown. N/A (22) The location of all existing or planned right-of-ways and easements that adjoin the Sheet 2 IGj) 1111 IIOaI Uy UI I I al lL C;3 Leal at WILI I I I I lWU II UI IUI �`LVU/ tUl Uu} ✓HULA ub— rA U1v0.v entrances to the site. Sheet 2 (24) All existing and proposed driveways, parking and loading spaces, parking lots and a oescr►ption of surlac►ng material and construction details to be used. The size and angle of parking spaces, aisles, maneuvering areas, and loading spaces shall be shown. All (25) A North arrow. All (26) A graphic scale and statement of scale. All (27) A legend describing all symbols and other features that need description. Sheet 2 (28) A boundary survey of the entire parcel and all lots included with distances described at least to the nearest hundredth of a foot. N/A (29) The present zoning of all portions of the site, with the location of zoning boundaries. Sheet 3 30 () The location of all existing and proposed structures with the height, specific use round b p p g p ,g floor area, and total floor area labeled. (31) The location of all existing and proposed outdoor uses, with the height, specific use, and land area labeled. (32) Existing topographic contour lines at intervals acceptable to the Zoning Administrator. Proposed finished grades shall be shown by contour. Sheet 2 (33) The location of the front, side, and rear yard setback lines required by the applicable zoning district. NO • r_j N/A (34) The location and boundaries of existing environmental features, including streams, floodplains, lakes and ponds, wetlands, natural stormwater retention areas, steep slopes, and woodlands. N/A (35) The location of outdoor trash receptacles. N/A (36) The location of all outdoor lighting fixtures. Sheet 3 (37) The location, dimensions, and height of all signs. N/A (38) The location of required buffers, landscaping buffers, and landscaped screens, including examples, typical cross sections or diagrams of screening to be used. The location and dimensions of required fencing, berms, and similar features shall be specified. N/A (39) The location of recreational areas and common open space. N/A (40) The location of all proposed landscaping with a legend. The caliper, scientific name, and common name of all deciduous trees. The height at planting, scientific name, and common name of all evergreen trees and shrubs. N/A (41) The height at planting, caliper, scientific name, and common name shall be provided for all proposed trees. The height at planting, scientific name and common name shall be N/A provided for all shrubs. (42) The location of sidewalks and walkways. Sheet 2 (43) The location and width of proposed easements and dedications. N/A (44) A stormwater management plan describing the location of all stormwater management facilities with design calculations and details. N/A (45) A soil erosion and sedimentation plan describing methods to be used. N/A (46) The location and size of sewer and water mains and laterals serving the site. N/A (47) Facilities necessary to meet the requirements of the Fire Code. All 48 () A signed seal of the certified Virginia land surveyor, architect or engineer who prepared g g�� g P P the plan. All (49) A space labeled "Approved by the Frederick County Zoning Administrator" for the signature of the Zoning Administrator, approval date, and a statement that reads "site plan valid for five (5) years from approval date." 0 SITE PLAN APPLICATION CHECKLIST t ,1C U11UL IISL shown oeiow specities the intormation which is required to be submitted as part of the site plan application. The Department of Planning & Development will review the application to ensure that it is uUMPIULC prior to accepting it. It any portion of the application is not complete, it will be returned to the applicant(s). U) Une (1) set of'approved comment sheets are required from each relevant review agency prior to final approval of a site plan. It is recommended that applicants contact the Department of' Planning & Development to determine which review agencies are relevant to their site plan application. A list of potentially relevant review agencies is shown below: rrederick County Department of Planning & Development Department of GIS (Geographic Information Services) rrederick County Sanitation Authority Frederick County Building Inspections Department rrederick County Department of Public Works Frederick County Fire Marshal Frederick County Health Department Frederick County Department of Parks & Recreation Virginia Department of Transportation (VDOT) City of Winchester Town of Stephens City Town of Middletown Frederick County / Winchester Airport Authority (2) One (1) copy of the Site Plan application form. (3) Payment of the site plan review fee. (4) One (1) reproducible copy of the Site Plan (if required). 77 • FFB 2 6 2010 SITE PLAN APPLICATION Department of Planning and Development Use only. Date application received: Application # Fees received: Initials: 1. Project Title: ITTSV173-01 Collocation 2. Location of Property Big North Wolf Springs Rd (street address) 3. Property Owner: American Tower Address: 10 Presidential Way Woburn, MA 01801 Telephone: (781) 926-4500 4. ApplicanUAgent Doug Ruwe - American Tower For ITT Address 21307 Rio Oro Dr Cornelius, NC 28031 Telephone: (704)-975-6161 5. Designer: James Reyes, PE 023153 Address: 8505 Freeport Parkway Suite 135 Telephone: Contact: Irving, TX 75063 (972) 999-8918 I 4r -- 6a. Is this a standard or 'minor' site plan? Standard Minor x 6b. Is this an original or revised site plan? Original x Revised 7a. Total acreage of parcel to be developed: 0. 9983 acre 7b. Total acreage of parcel: 0. 9983 acre 8. Property Information: a) Property Identification Number: 4 8A 3 7B b) Current Zoning: RA Rural rea District c) Present Use: Telecommunication Tower Telecommunication Tower d) Proposed Use: Residential/Agriculture/Vacant e) Adjoining Property Use(s) f) Adjoining Property Identification Number(s) 48A 37Q, 49E, 48M, 49C, 34, 37 g) Magisterial District(s) Black Creek District I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submission of my site plan. Signature: Date: l v 7 V' COU TY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 January 26, 2010 Mr. Doug Ruwe American Tower Corporation 2137 Rio Oro Drive Cornelius, North Carolina 28031 Re: Review Comments for Site Plan 902-10; Big North Mountain Tower Collocation (ITTSV173-01) Property Identification Number (PIN): 48-A-37B Dear Mr. Ruwe: Planning Staff has reviewed the above -referenced site plan to determine if administrative approval can be granted. At this time, administrative approval cannot be granted. This site plan is denied until the issues in this letter, as well as all issues of the other review agencies, have been adequately addressed. Please review Staff's comments listed below and then prepare a revised site plan which adequately addresses each concern. Review Comments: 1. Special Limited Power of Attorney Form. Please have the property owner sign the attached Special Limited Power of Attorney Form prior to further review or approval. This form should be notarized and completed to grant the applicant (you) with authorization to represent them for this site plan. 2. Site Directions. The directions to the site are not correct. The site is located on Valley View Trail which comes off of Timber Ridge Trail, which is located off of Wolf Springs Trail (road that goes up the mountain). The directions from Route 600 to Wolf Springs Trail are not correct either. 3. Magisterial District. The site is located in the Back Creek Magisterial District. 4. Signature Blocks. The signature block for the Zoning Administrator only needs to be on the coversheet. 5. Zoning Data. On the coversheet, provide the property identification number, the total site area and the building restriction lines for the site. 6. Detail A. Detail A on sheet Z-1 needs to show the proposed expansion shown on sheet Z-2. 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 9 • Mr. Doug Ruwve American Tower Corporation Re: Site Plan #02-10 January 26, 2010 After you have revised the site plan, please resubmit one copy so that I may verify the information contained on the plan. I will need all approved review agency comment sheets and at least five copies of the final plan for approval. Comment sheets are required from the following agencies: the Frederick County Inspections Department, the Frederick County Fire Marshal, and the Winchester Regional Ahy)ort Authority. Do not hesitate to contact me if you have any questions or concerns regarding this letter. Sincerely, Candice E. Perkins, AICP Senior Plaimer Attaclunent CEP/bled cc: American Tower Corp., 10 Presidential Way, Woburn, MA 01801 0 L] AMERICAN TOWER" C O 11 P O H A T l O 14 December 31, 2009 Frederick County Department of Planning and Development Mark Cheran, Zoning Administrator 107 North Kent Street Winchester, VA 22601 RE: ITTSV 173-01 ITT FAA Collocation American Tower Site Code: 6520 Big North Mountain Wolf Springs Rd Dear Mr. Cheran: Enclosed please find; a Frederick County, VA Site Plan Application, five 24'x36" site plans (3 stamped) two I I"x17" site plans (stamped) for ITT 173-01, one structural analysis, one set of stamped construction drawings, and a check for $500.00 for the review fee for your review. Specifically, ITT is applying for plan review and building permit to collocate six (6) antennas and coaxial lines on the existing tower. They will also be installing a radio equipment cabinet, an emergency back-up generator and an LP gas tank on new concrete pads within the existing fenced compound. The tower will not increase in height and the compound will not increase in size due to the installation. The purpose of this collocation is the replacement of the existing FAA air navigation system. Once implemented, this new technology will greatly enhance the safety of the traveling public in all types of aircraft. The total job cost is expected to be $30,000.00. At this time American Tower has not selected a contractor, but once the use has been approved, we will have the general contractor provide complete the building permit license information, apply for the electrical permit, submit a Metaniora Township Annual Contractor Registration and pay the building permit fees. Please let me know if the material provided is deficient, or if you need any additional information. Should you have any questions please contact me at (704) 975-6161 or by e-mail: doug.ruwe@americantower.com. American Tower greatly appreciates your assistance with this permit request. Sincerely, Doug Ruwe Project Manager Site Development J g P (704) 975-6161 doug.ruwe@AmericanTower.com J A N 6 2010 Enclosures - 21307 Rio Oro Dr • Cornelius NC 28031 • (704) 975-6161 • doug.ruwe@americantower.com I fT Engineered for life Advanced Engineering & Sciences 12975 Worldgate Drive Herndon, VA. 20170 ATC SITE NAME: WINCHESTER VA ITT SITE N*BER: ITTSV173-01 ATC SITE NUMBER. 6520 PROJECT TYPE: COLLOCATE SIX (6) ANTENNAS AT 92' WITH COAXIAL LINES ON THE TOWER, INSTALL A RADIO EQUIPMENT CABINET IN AN EXISTING SHELTER AND ADD AN EMERGENCY BACK-UP GENERATOR AND AN LP GAS TANK ON NEW CONCRETE PADS WITHIN THE EXPANDED FENCED COMPOUND LOCATION: BIG NORTH MOUNTAIN WOLF SPRINGS ROAD FREDERICK COUNTY, WINCHESTER, VA 22602 E SITE OWNER: AMERICAN TOWER CORP. OVERVIEW MAP 1 "=5000' AERIAL MAP SITE INFORMATION TABLE OF CONTENTS SUBMITTALS 1. LATITUDE (GPS) 39• 10' 58.03" N ARCHITECTURAL REV. DATE INITIALS o a �` �, 1s 2. LONGITUDE (CAPS): 78' 23' 23.1' INT-1 3. TYPE OF STRUCTURE: ® GUY TOWER ❑ LATTICE TOWER ��• • � � ❑MONOPOLE J r I " 4. GROUND ELEVATION: 2568' (A.M.S.L IN FEET) COVER SHEET Z-1 SURVEY Z-2 COMPOUND PLAN/ -TOWER PROFILE 1 2/2/10 JH 1 2/2/10 JH 1 2/2/10 JH ZONING DATA x 7 1. ZONING CLASSIFICATION: RA — RURAL AREA DISTRICT t 2. PARCEL ID NO.: 4aA 378 • 3. TOTAL SITE ACRES: .9983 _ 4. FRONT SETBACK: 60' 5. REAR SETBACK: 50' 6. SIDE SETBACK (W): 100' CONTACT INFORMATION SITE DIRECTIONS 7 SIDE SETBACK (E): So B. JURISDICTION: FRFAERICK COUNTY 9. LEASE AREA: 3'X7' LEASE AREA INSIDE SHELTER FOR ITT CORP CONTACT: JUSTIN STALEY (571) 203-3236 FROM WOLF SPRINGS TRAIL, LEFT ON TIMBERRDGE TRAL AND THAT TURNS CABINET, 3'X7' CONCRETE PAD FOR INTO VALLEY NEW TRAIL. PROPANE GENERATOR, CONCRETE PAD FOR 120 GAL PROPANE TANK. TA 10. HANDICAP REQUIREMENTS: FACILITY WILL BE UNMANNED POWER COMPANY: ALLEGHENY POWER SYSTEMS AND NOT FOR HUMAN (800) 255-34-43 HABITATION. HANDICAP ACCESS NOT REQUIRED. TELCO COMPANY: VERIZON 11. (1) PARKING SPACE REQUIRED, USE OF EXISTING (800) 837-4966 FACILITY. PROPERTY OWNER AMERICAN TOWER CORP. 10PRESIDENTIAL WAY 10 APPLICABLE BUILDING CODES AND STANDARDS SITE PLAN DATA WOBURN, MA 01801 (781)-926-4500 LOCATION OF TRASH RECEPTACLES, RECREATIONAL AREAS, COMMON OPEN SPACE AND SIDEWALKS: NOT APPLICABLE TOWER OWNER: AMERICAN TOWER CORP. 10 W PRESIDENTIAL WAY MA 01801 (781)-926-4500 CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION FOR THE LOCATION. THE EDITIONOBURN, OF THE ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF THE CONTRACT AWARC SHALL GOVERN THE DESIGN. FAR CALCULATIONS: NOT APPLICABLE MAGISTERIAL DISTRICT: BACK CREEK MAGISTERIAL DISTRICT TOWER REPRESENTATIVE: DOUG RUWE (704)-957-6161 BUILDING CODE: TIA/ENA-222—F, 2006 VIRGINIA UNIFORM STATEWIDE BUILDING CODE DESCRIPTION: COLLOCATE SIX (6) ANTENNAS AT 92' WITH COAXIAL UNES ON THE TOWER, INSTALL A RADIO EQUIPMENT CABINET IN AN EXISTING SHELTER AND ADD AN EMERGENCY BACK —LIP GENERATOR AND AN LP GAS TANK ON NEW CONCRETE PADS WITHIN THE EXPANDED FENCED COMPOUND. ARCHITECT: JAMES R. JUSTICE 900 CIRCLE 75 PARKWAY ELECTRICAL CODE: EXISTING MASTER PLAN: NONE IDENTIFIED SUITE 300 ATLANTA, GA 30339 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE, 2005 (NEC) EXISTING CUP: NONE IDENTIFIED 770-308-1947 LIGHTNING PROTECTION CODE: NEPA —2000, LIGHTNING PROTECTION CODE LANDSCAPING: NOT REQUIRED (EXISTING PROPERTY HEAVILY WOODED) PE: JAIMEREYES 8505 FREEPOR7 PARKWAY SUIT SUITE 135 IRVING, TX 75063 972-999-8918 CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION TO THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCE ( ) CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (A)SC), MANUAL OF STEEL CONSTRUCTION, ASO, NINTH EDITION. APPROVED BY THE FREDRICK COUNTY ZONING ADMINISTRATOR ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE ITT M 12975 Worldgate Drive Hemdon, VA. 20170 Notice: This doQlnlMt wftiir CwWvy woprwtaryrbm%bm It mey not be reprooucW, or kdormatbn here in d*cbaed w rW wrftn cornaot of ITT Corp. AES. TITLE: SITE PLAN L=- T (I-W—c 11 8505 FREEPORT PARKWAY SUITE 135 IRVING. TX 75063 972 999-8900 Tel. 972 999-8940 Fox h"m wrr PROfES5101ML CERTIFICATION. I CERTIFY THAT THESE OOCUIHMS HERE PREPARED OR APPROVED BY ME AND THAT I AM A DULY PCENSED PROFESSX".1 U110ER THE LAWS OF THE"topok 14 Z JAI E '" Lic. N 23153 r �0 2, WINCHESTER VA/ITTSV173-01 BIG NORTH MOUNTAIN WOLF SPRINGS ROAD WINCHESTER, VA 22602 ATC SfTE No 6520 CAGE CODE 9 M 7 1 5 DRAWN BY JH/PP k' ' 1 ATC JOB NO 431948,14 SHEET SCALE T-1 AS-► IU RECORD DESCRIPTION OF FEE PARCEL AR of toot certain Of or parcel of land dewlpnated as Lot 1, orwtcar" 43,560 squaw seer or sow acre, be the some, more or Ned, lying and being situate on the na thern side of Proposed Trail or right of way 60 feel In width and more PaRk~y set forth in Mot pat and easy of Dowell E Redger, CLS, Vighb CwtFflcMs No. $t, dated February 11, iD71, which plat b ,leeignated w Find Plot, Erhard Sort.^ Plot 1, S-0- 24 of S,ewrw-LaW, which lot I. l000ted about 10 Miles west of 11fie elwr in Bock Reek District Frea i County. Virginia. and is a part of a larger threat a parcel of land whk/h sew oonvwlW to Mar)ec, her., by Donald R. Lorna- and .Icon Lombome his sews, dates .bruory 2 . 1956 and of remrd In the Cleri office of the Circuit Coat of Frederick County, Virginia, in Deed Book 242. Page 27. Sob plat b attached to the Dead recorded In Deed Book 374, Poogqoe 290 and mnwcled pat ottodwd to Dead of correction recorded In Dead Book 427, Pogo 105. Lew ad Excepting. noeewat . ththe mineral right. upon and under the surface of the aforesaid parcel er bl of Land here been rw.erred by .bhn W. NYhiwr add He win that certain Deed of .cab Nnber and. to 1RBkm T. Perry, dated Jorwvy, 16, 1911. and of nerd In the CNrk's Office of the ClrcrrR Court of Frederik County Vingnb In Dead Book 13z Page 497. Together with and sub)ear to Ingres, erd wlfhew eweement set forth In Deed Book 374. Page 210 and amended In Deed Book 427. Page 105. ACCESS EASEMENT -AS PROVIDED A 61Y perptof way a eaconwyad to waeelem Union TsitsWgrOPplyeygr1IMap �70sm�vUnLddReRecords aFreFrederickVirgtband hnonparticularlyny de.crlbad as fallpa: BEGINNING at the intersection of the eouihem dot of way line of the Wulf Spring Tray 100 fact right of way and the venter IM of Timber Ridge Trial 60 foot right of way, thence aenti,uihq along the ceinn of the Tmnter lbe, Ridge Troll 60 fact right of soy South 34 deg 3V5Y ousel 1660A0 feet to o point; thence with a Woe to the right with a rvdw of 1939.66 feet and an as length of 1318.21 feel to o Pant; thence with o wree to the left with o rodu. of 1115.92 feet and an Iw9th of 615.99 test to o pant; U- South 41 degrees 49'19' Rest 2696:33 feet to a point to South 27 degrees 52'26' Rest 394.33 feet to a poet; thence South 41 degrees 49'19' Rout 30653 feet W a pork th- South 61 de , 06.43" west 129.01 feet to a point; thence South 27 dsgrsew 14'52" Worst 546.91 feet to a point; thence 41 dirtiness 49.19' west 307.54 iset to 0 point; thence South 55 degrees 500' Rout 482.93 feet to o point mid point bang the end of Section 23 ad lying opposite the southern boundary Ine of Lot 307, Section 23; thence -finding along the center line of the 60 foot right of way to the western Union land South 53 degrees 24'56' Rout 334.98 feel to a point; inenw South 42 di 12'37' Wert 1DD6.55 feet to o point. nth 48 degrees OB'46" west WO-25 feet to a Pont tlwnce South 76 sent 1402 00 feet to a point said pent being 30 feet South of the southeast career of the weelsm Union I acres porter; thew continuing North 70 degrees 35'00' west 20EL71 fat to a Pont' .aid point being the end of the 60 feet right W southwestern comer and located 30 feet South of the southwstcomer of the wselern Union i ode panel. BASIS OF BEARING TM merldbn lor ail bearige shown hereon I. the southwest the of the abject property. known as being North 7035*00' west Per Book 53z Pop 591 of Frederbk County Rsaade. FLOOD ZONE: By soolea map location and graphic plotting only, the subject property appears ere he entiely In Zone X (Arwae determMd to as Outside the 500 year Rood plain) reroordinq to the Flood insurance Rate Map for the County of Frwderbartnwn k, City Panel No. 5106900175D, Effectla Dote September, 2. 2DO9. ZONING Zoning Classification: RA (Rural Arco Dleblct) There are nee applicable Setbacks to plot. BENCHMARKS. 1. ON -SITE BENCHMARK: Top Of o 3/8' Iron Rod found in.... st. at the woulheasi property comer. Eleatbn- 2564.94' NAVD 68 PROPERTY OWNERS LIST: Parcel Owner Owner Address Zoning land use Property Address 48A 37Q C aun Randolph Box 3124594 Sioux Falls, SD 57186 RA Residential 46A 49E Timber Ridge Ministries PO Box 3436 Winchester, VA 22601 RA Church 440 Valley View Trail 48 A 49M County of Frederick 9 Court St Winchester, VA 22601 RA Govenrment J/a• 48A 49C Commonwealtr VA PO Box 2249 Staunton, VA 24402 RA Govememm -\ rq„o^'+nN'Roo R R 48434 Walker Christopher PO Box 2097 Middleburg, VA 20118 R5 Residential/vacant 49A 37 Potomac appalachin Trail❑ub 118Park St,SE Vienna,VA22180 RA Residential/vacant N�r- ° LbJjlirrft' Po,°mo� 475 ypdod,wnapro xkcc x90. Po9e f)5 OW95W T chain / PLAT, ION 74 - � -SEC ENON SPRINGS �S'�I B=ll faew ay An Iwr TOTAL LAND AREA: FryFIENCE 1 (T1a.) 43,486 SQUARE FEET 0.9983 ACRE x•So N 102,, j TITLE VESTED: k = �10• _- I'110tVBED SKYLINE COMMUNICATIONS LTD _ auyT -_ EQUIP. Ess- / • PBoy. yn9j�rY I 800K 832. PAGE 591 (wJ 'ter. R,� 4n �zg Ar May gsAp Cwhter ei Tower N: 311Ta'bea30' �J k r 8` f1: ]l2T21Jtb' u as, � ff �� Co,w4O", o re / T anon Us, Fame J3 sy 7p'Js 0�9p�2aB,y5. -04 6q R x P4 K.. " 8°eier_ ry'/p�__ N2o 0 szz�a \ 35Vo•W 2I d.ry, zsa. RM' Jie• VBIIeyY�Te TrtiiJ �\ k ro�C�Ree� Timber � fiPlmr¢Fis,nmi \ \ 4 Dewtl Book 314, P4_ ro 1Nsenant \ � M A-,= T Mgr- bar 1rd� Oerd prntarev w' x Mxv OdOlOH6 // aDETAIL A NORTH 100' 50' 0' Too' SCALE : i' - 100'-0" (11 X 17) 1- = 50'-0- (24 X 36) SYMBOL LEGEND R/w - 11501-f-flay PAL - Adjenw shorty Lie - Gntw7M P.R _ � d Beginning L - sic Length e D.n4Mqe - Uavnwlaln FdhuM Or stated- spotLlwrelim © - General. - Lndw4aard Tel9hans S. - Utift Pole -+ - ay err -R- - Few. (a NOW) Owwhwd URBw - con" Arm 0 - a Farce Area TOWER SITE SEE DETAIL A N 70-35ao w I08.71 ' N70.35001 95' 0 cer.emhe w 60' Acorns 6ewarn Tnbw iadpe Tali o.m beak 37e, Pepe 2m ��/ 2G98.33'tP w .`�.%%ire-S. aa4B W 4bo�s =w sc'0 � B0 NORTH 1400' 700' 0' 1400' SCALE : 1' = 1400'-0- (11 X 17) 1" = 700'-0' (24 X 36) OVERALL COMPOUND ACCESS ROAD VICINITY MAP 1' - 1 DOD' Wolf Spring Trail (100' Right -of -Way) CERTIFICATION. L Edwad E. NorVVW. a Viginb State Registered Professional Lard Surueyw, Liawwe No. 0403 BD2610, hereby rectify that the following Latlbds end Longitude MMus for IN, center of the ODOro-rofarsreced toaar an oaerate to within +/- 15 Mt horkmtdly, and that the following tows site serration I. ocourate to within +/- 3 feet artkaly. HORIZONTAL DATUM: NIADB3 LATITUDE North 39' 10' 58.030' LONGITUDE Root 78' 23' 23.316' VERTICAL DATUM: HAVD 66 By. E Virg For an Pin behalf Lang Surveyor No. 0403 002810 For and 01 M1knan S2009 4 nc ley' ' j1 '•/_•rD N Dale of Survey Norenhber 20, 2009 u ALTAIACSM LAND TITLE SURVEY / PREPARED FOR: O �a x AMERICAN TOWER d w 900 Circle 75 Parkway, Suite 300 e 2 Atlanta. GA 30339 i Phone: 770-953-9400 C7 Z_ a LU w ,s = AS -BUILT SURVEY >� Site Name: Winchester VA 5 < 8 Site ID: 6520 U) §aUt 450 Valley View Trail Q € s City of Winchester b�b 8 County of Frederick S d Commonwealth of Virginia VAS Rosen By. APB Project Manager: MR Date: 11/20/09 SW. 1'-500' Racked MR Shout 1 of 1 REVISION NOTES _ Notiaid Cammerdd DMalmh MSI Site No.: 19072 ITT Engine+crcd for file ✓� 12975 Worldgate Drive Herndon, VA. 20170 Notice: This document contains company proprietary information It may not be reproduced, or information here in disclosed Without written consent of ITT Corp, AES. TITLE: SITE PLAN Afrl�lrLN�lJlr7�D.��(JL�N f�'�1�7 ®Lf�lJln:.dt�LJULJL.I\J`�J 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972) 999-8900 Tel. (972) 999-8940 Fox NTSE WT PROFESSIONAL CERTIFICATION, I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR TRO'VED BY ME, AND THAT I AM ly DULY LICENSED PROFEnONAL, NEI UNDER THE I1�,AA-��y�,Igcq OF'TFIE - f NRgNIA, tI 10 V�� -�ddq icy Cy 3 1!1> ezI WINCHESTER VAIITTSV173-01 BIG NORTH MOUNTAIN WOLF SPRINGS ROAD WINCHESTER, VA 22602 ATC SITE NO.: 6520 -]CAGE CODE 9M715 DRAWN BY: JH/PP REV: 1 ATC JOB NO.: 431948J4 SHEET: SCALE: Z-1 AS -NOTED FC.C. ANTENNA- STRUCTURE REGISTRATION SIGNAGE: ALL APPLICABLE SIGNAGE IS CLEARLY DISPLAYED AT THE FRONT ENTRANCE TO THE SITE. ABANDONED ARCH ANTENNA PTO BE REMOVED ELEV. 102'-0" AG.L. TOP OF EXISTING ELEV. 92'-0" A.G.L ABANDONED ARCH ANTE TO BE REMOVED ELEV. 90'-0" A.G.L. EXISTING AT&T ANTENNA ELEV. 60'-0" A-G.L. PROPOSED ITT CORPORATION ANTENNA RAID CENTER 95 -3 A.G.L PROPOSED ITT CORPORATION ANTENNA HT. AT BOTTOM OF MOUNT EXISTING AT&T ANTENNA ELEV, 84'-0" A.G.L. EXISTING AT&T ANTENNAS ELEV, 82'-0" A.G.L. (2) EXISTING AT&T ANTENNA ENTF ELEV. 72'-0" A.G.L. EXISTING AT&T ANTENNA ELEV. 65'-0" A G.L. EXISTING AT&T ANTENNA ELEV. 61'-0" A.G.L. EXISTING AT&T ANTENNA ELEV. 55'-0" A.G.L EXISTING AT&T ANTENNAS ELEV. 54'-0" A.G.L. NOTE: PROPOSED COAX TO BE INSTALLED ON EMPTY TOWER FACE PER STRUCTURAL ANALYSIS /43194822 DATED 5/01/2009. ABANDONED ARCH ANTENNA TO BE REMOVED ELEV. 28'-0" A.G.L. EXISTING SHELTER 3 A TOWER PROFILE SH4 CHAINLINK FENCE FW/3-STRAND BARBED WIRE 't Oft; VCE 4TCH IE ITT 0' NO ;PARK SUFFER 120 TAN K 3' X 3 FOR _E T CABINETS -EXTENDED JUMPER N LENGTH NEEDED 10' NO SPARK BUFFER (APPROX. 578.2 SO. FT.) TRUE NORTH NOTES: • THERE ARE EXISTING CABLE TRAYS IN BUILDING SOME ADDITIONAL CABLE TRAY MATERIAL MAY COMPOUND PLAN BE REQUIRED. *EXISTING POWER IS 3-PHASE. FINAL LOCATION OF ITT PROPOSED STEP-DOWN SINGLE PHASE SCALE: 1'- 10' (BASED ON 24X36 "D" PAPER SIZE) TRANSFORMER TO BE DETERMINED IN FIELD. SCALE 1"-20' (BASED ON lIX17 "B" PAPER SIZE) �& ITT wOftm,"r w+M«M a rto+.wo.• 12975 Woddgate Drive Herndon, VA. 20170 Notice: Th" docurnew cmwm ow"ny proRift7 [dOrRMhen 11 may not be reproduced. a Vdomrabon here h doclosed wINaA written ameerd of ITT Corp. AES. TITLE: SITE PLAN jo �_-_ slum mmmr >ffi4URLOCS�12,d 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 972 999-8900 Tel. 972 999-8940 Fox MT! Mff PROF690NAL CERTMATION, I CERTFf TINT THESE DOCUMENTS MERE VCE 4TCH IE ITT 0' NO ;PARK SUFFER 120 TAN K 3' X 3 FOR _E T CABINETS -EXTENDED JUMPER N LENGTH NEEDED 10' NO SPARK BUFFER (APPROX. 578.2 SO. FT.) TRUE NORTH NOTES: • THERE ARE EXISTING CABLE TRAYS IN BUILDING SOME ADDITIONAL CABLE TRAY MATERIAL MAY COMPOUND PLAN BE REQUIRED. *EXISTING POWER IS 3-PHASE. FINAL LOCATION OF ITT PROPOSED STEP-DOWN SINGLE PHASE SCALE: 1'- 10' (BASED ON 24X36 "D" PAPER SIZE) TRANSFORMER TO BE DETERMINED IN FIELD. SCALE 1"-20' (BASED ON lIX17 "B" PAPER SIZE) �& ITT wOftm,"r w+M«M a rto+.wo.• 12975 Woddgate Drive Herndon, VA. 20170 Notice: Th" docurnew cmwm ow"ny proRift7 [dOrRMhen 11 may not be reproduced. a Vdomrabon here h doclosed wINaA written ameerd of ITT Corp. AES. TITLE: SITE PLAN jo �_-_ slum mmmr >ffi4URLOCS�12,d 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 972 999-8900 Tel. 972 999-8940 Fox MT! Mff PROF690NAL CERTMATION, I CERTFf TINT THESE DOCUMENTS MERE PREPARED OR APPROVED BY ME. AND THAT I AM A Y LXINSED PROFESSIOML UNDER TIE LAWS OF THE OF YWO04K L Q v RE LiC. N- 3 1 j i d *7 4� 70iVAL � r is{4C�?E WINCHESTER VA/ITTSV173-01 BIG NORTH MOUNTAIN WOLF SPRINGS ROAD WINCHESTER VA 22602 ATC SITE NO 6520 CAGE CODE 9 M 715 DRAWN BY JH/PP Lv 1 ATE JOB NO 431948J4 SHEET SCALE Z-2 AS -NOTED • WINCHESTER REGIONAL AIRPORT FILE COPY 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (54D) 662-5786 March 24, 2010 Doug Ruwe, Project Manager American Tower 213-7 Rio Oro Drive Cornelius. North Carolina 28031 Re: Site Plan Comment Co -Locate Antennas at 92' Big North Mountain Wolf Springs Road Winchester, Virginia — Back Creek Magisterial District Dear Mr. Ruwe: We have reviewed your request for site plan comments to co -locate antennas at a height of 92' on an existing antenna tower (6520) located at on Big North Mountain Wolf Springs Road owned by American Tower Corporation. According to the paperwork submitted for review and prior on file records for the Federal Aviation Administration Aeronautical Study No. 2009-AEA-3127-OE for this site, the FAA determined that co -location on the existing tower would not exceed obstruction standards and would not be a hazard to air navigation providing conditions are met as outlined on page three of four for the referenced study. (See attached.) The FAA study for this site does not provide allowance to transmit on the frequencies of 978 MHz or 1090 MHz until a formal frequency transmit license from the Federal Communications Commission (FCC) is obtained prior to on -air operations on those frequencies. Please forward a copy of the transmit license to this office for record prior to operation of these frequencies. Providing you meet the stated condition required by the FAA and all local, State and Federal regulations, the Winchester Regional Airport Authority concurs with the proposed site plan. Thank you for allowing us the opportunity to review these plans. Should you have questions, please do not hesitate to contact me. Sincerely, Serena R. Manuel Executive Director Enclosures • Mail to: Winchester Regional Airport Attn: Executive Director 491 Airport Road Winchester, VA 22602 (540) 869-2422 Request For Site Plan Comments Winchester Regional Airport Hand deliver to: 491 Airport Road (Route 645, off of Route 522 South) (540) 869-2422 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one (1) copy of the site plan with this sheet. Applicant's Name: Address: Phone Number: Doug Ruwe on behalf of ITT Advanced Engineering 21307 Rio Oro Dr, Cornelius, NC 2B031 (704) 975-6161 Fax (877)257-3167 Name of development and/or description of the request: ITTSV173 - 01 Location of property: Valley View Trail Parcel ID No. 48A Winchester Regional Airport Comments : Winchester Regional Airport use only Date received Date revision received Date approved Incomplete Incomplete Date reviewed Date reviewed tat `1 1 Signature and Date � �.�L`4 , Signature and Date (revision) 24 • 0 Federal Aviation Administration Air Traffic Airspace Branch, ASW-520 2601 Meacham Blvd. Fort Worth, TX 76137-0520 Issued Date: 10/14/2009 Carissa Bick American Tower Corporation 10 Presidential Way Woburn, MA 01801 Aeronautical Study No. 2009-AEA-3127-OE Prior Study No. 2007-AEA-3978-OE ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Antenna - Side Mount WINCHESTER VA (006520) Location: Winchester, VA Latitude: 39-10-58.03N NAD 83 Longitude: 78-23-23.10 W Heights: 101 feet above ground level (AOL) 2669 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: See attachment for additional condition(s) or information. Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking and/or lighting are accomplished on a voluntary basis, we recommend it be installed and maintained in accordance with FAA Advisory circular 70/7460-1 K Change 2. This determination is based, in part, on the foregoing description which includes specific coordinates , heights, frequency(ies) and power. Any changes in coordinates , heights, and frequencies or use of greater power will void this determination. Any future construction or alteration , including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the 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 (FCC) because the structure is subject to their licensing authority. Page 1 of 4 • Additional information for ASN 2009-AEA-3127-OE The issuance of a Final Determination of No Hazard for this case, does not provide allowance for the proponent to transmit on 978 MHz or 1090 MHz. The proponent must obtain a formal frequency transmit license from the Federal Communications Commission (FCC), prior to on -air operations on these frequencies Page 3 of 4 LOW FREQUENCY 0 Frequency HIGH FREQUENCY • Data for ASN 2009-AEA-3127-OE FREQUENCY UNIT ERP ERP UNIT 806 824 MHz 500 W 824 849 MHz 500 W 851 866 MHz 500 W 869 894 MHz 500 W 896 901 MHz 500 W 901 902 MHz 7 W 930 931 MHz 3500 W 931 932 MHz 3500 W 932 932.5 MHz 17 dBW 935 940 MHz 1000 W 940 941 MHz 3500 w 1850 1910 MHz 1640 w 1930 1990 MHz 1640 W 2305 2310 MHz 2000 W 2345 2360 MHz 2000 W 978 978 MIIz 6918 W 1090 1090 MIIz 6918 W Page 4 of 4 11 Federal Aviation Administration Aeronautical Study No. ' Air Traffic Airspace Branch, ASW-520 2007-AEA-3978-OE 2601 Meacham Blvd. Fort Worth, TX 76137-0520 Issued Date: 09/11/2007 Tim McDougall American Tower - Boston 116 Huntington Ave Boston, MA 02116 ** DETERMINATION OF NO IIAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Antenna Tower WINCHESTER VA Location: Winchester, VA Latitude: 39-10-58.03 N NAD 83 Longitude: 78-23-23.31 W Heights: 101 feet above ground level (AOL) 2669 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. however, if marking and/or lighting are accomplished on a voluntary basis, we recommend it be installed and maintained in accordance with FAA Advisory circular 70/7460-1 K Change 2. This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power will void this detennination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the 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. Page 1 of 3 • • I£ we can be of further assistance, please contact our office at (817) 838-1995. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2007-AEA-3978-OE. Signature Control No: 531065-100626169 Alice Yett Technician Attachment(s) Frequency Data Page 2 of 3 (DNE) Frequency Data for ASN 2007-AEA-3978-OE LOW FREQUENCY HIGH FREQUENCY FREQUENCY UNIT ERP ERP UNIT 806 824 MIIz 500 W 824 849 MHz 500 W 851 866 MHz 500 W 869 894 MHz 500 W 896 901 MHz 500 W 901 902 MHz 7 W 930 931 MIIz 3500 W 931 932 MHz 3500 W 932 932.5 MHz 17 dBW 935 940 MHz 1000 W 940 941 MHz 3500 W 1850 1910 MHz 1640 W 1930 1990 MHz 1640 W 2305 2310 MHz 2000 W 2345 2360 MIIz 2000 W • U.S. Department of Transportation Federal Avlation Administration JAN - 2 M Mr. Greg Hughes Contracts Manager, ADS-13 Programs ITT Corporation Defense Electronics & Services 12975 Worldgatc Drive Herndon, VA 20170-6008 Re: Automatic Dependent Surveillance -Broadcast (ADS-13) Contract DTFAWA-07-C-00067 Dear Mr. Hughes: This letter serves to emphasize to you and your potential partners the importance of the Federal Aviation Administration (FAA) ADS-B contract which .was awarded to ITT Corporation on August 30, 2007, The FAA is undertaking a dramatic modernization of the National Airspace System under a program entitled Next Generation Air Traffic Management Systems (NextGcn). The ADS- B program is the cornerstone of the NextGen. ADS-B .vill provide technology that in the near term will enhance safety and in the longer term promise significant system capacity and efficiency benefits essential to meeting forecasted increases in air traffic demand. ADS-B is and will remain a high visibility program. Avionics manufacturers and aviation organizations/companies arc relying on the FAA to meet the ADS-B implcntcntatioil schedule. The FAA has begun full scale development of the ADS-B system v<rith the award of the 117 contract and will begin nation wide deployment in the near term. Any support that can be given to ITT in the development and fielding of ADS-13 infrastructure is strongly encouraged. The FAA. considers this program an opportunity to significantly benefit the nation's transportation infrastructure with new technology. It is believed that just as in the introduction of the internet, there will be many spin-off opportunities. Richar L. Day j Vice President-�' En Route and Occanic Servis AUTHORIZATION NUMBER UNITED STATES OF AMERICA -EA 2735 DEPARTMENT OF TRANSPORTATION::rires on 02./1'1/12 FEDERAL AVIATION ADMINISTRATION FACILITY TRANSMITTING AUTHORIZATION In accordance with authority -rutted the Federal Aviation Administration by the National Telecommunications & Information Administration through the Intcrdcpartnicntal Radio Advisory Committee, this Authorization is issued for the operation of this facility LuC1L1'"Y: :<LELAidD, PIS COORDINATE=. N Al_' Cl022" _;i U'lb' 5l1' S0„ FL,-. IV'Dix TYPE OF FACT TJTY r'iL`. i_ISC. EXD/R` D FREQUENCY TYFE P0, W FR CLASS SERVIC_ CODE 1D7N T S= RTAL RLbL+ �t{S 1090.000,MH:_ C13T 760.0 X'T DEACON XXX 091437 PRL- U 10/31/2011 973.0000M"Hz GET 250.0 XT xxx 0914,13 10/31/201 i 1-1 Nov 2009 Eastern Theresa Sirmoson I cf 1 EFFECTIVT- DATE•. FAA REGION FREQUENCY NL1NAGETvTENT OFFICER PAGE • • s O 1 P 11 11 A I, 11 11 February 23, 2009 Winchester Regional Airport ATTN: Executive Director 491 Airport Road Winchester, VA 22002 RE: ITTSV 173-01 FIT FAA Collocation American ToNver Site Code: 6520 Dear Executive Director: As requested by the Frederick County Planning and Development Department, enclosed please find for your review and continent, one (1) color I 1"xl7" site plan for site 1TTSV173-01 on Valley View 'frail an(T a Winchester Regional Airport Site Plan Comment sheet. Please respond and forward the signed comment sheet to the Frederick County Planning and Development Department to the attention of Senior Planner Candice Perkins and fax a copy to me at (877) 257-3167. Specifically, ITf is applying for plan review and building permit to collocate six (6) antennas and coaxial lines on the existing tower. They will also be installing a radio equipment cabinet, all emergency back-up generator and an 1_1) gas lank on new concrete pads within the existing fenced compound. The tower will not increase in Freight and the compound will not increase in size due to the installation. The purpose of this collocation is the replacement of the existing FAA air navigation system. Once implemented, this new technology will greatly enhance the clfety of the traveling public in all types of aircrall. The total job cost is expected to be S30,000.00. American "Power and iTT Advanced Engineering appreciates your assistance on their behalf and if any additional information is needed, please contact me (704) 975-6161 or by e-mail: dous�ru��c:rr7ann_ricsmtoyyc_r.�:�ui. I will follow-up on this request in approximately two weeks. Sincerely, v DOUL, RuNve Project Manager Site Development (704)975-6161 doug.niwc@AmcricanTowcr.cont Enclosures 21307 Rio Oro Dr • Comelius NC 28031 • (704) 975-6161 - douq.ntvre@americanlower.com ATCSITE NAME: WINCHESTER VA ITTITT SITE NUMBER: ITTSV173-01 Engineered for life ATC SITE NUMBER: 6520 Advanced Engineering & Sciences PROJECT TYPE: COLLOCATE SIX (6) ANTENNAS AT 92' WITH COAXIAL LINES ON THE TOWER, 12975 World ate Drive 9 INSTALL A RADIO EQUIPMENT CABINET IN AN EXISTING Herndon, VA. 20170 SHELTER AND ADD AN EMERGENCY BACK-UP GENERATOR AND AN LP GAS TANK ON NEW CONCRETE PADS WITHIN THE EXPANDED FENCED COMPOUND LOCATION: BIG NORTH MOUNTAIN WOLF SPRINGS ROAD FREDERICK COUNTY, WINCHESTER, VA 22602 SITE OWNER: AMERICAN TOWER CORP. OVERVIEW MAP 1"=5000' I AERIAL MAP SITE INFORMATION TABLE OF CONTENTS SUBMITTALS 1. LATITUDE (CPS) : 39, 10' 58.03• N ARCHITECTURAL REV. DATE INITIALS 2. LONGITUDE (CPS): 76 23. 23.1' w T-1 COVER SHEET 1 2/2/10 JH •^ ,:,�I►r, S. TYPE OF SIfiUCNRE: ® GUY TOWERZ-2 Z-1 SURVEY COMPOUND PWI/TOWFR PROFlLE 1 1 2/2/10 1 2/2/10 JH JH ,$/ ❑ LATTICE TCxEfi 0 MONOPOLE ))) •C; 4 Y�Y`i;R,7,. 'I a. GROUND ELEVATION: 25GB' (AAIs.L III FED r*14 ZONING DATA 1. ZOMIr CLASSIFICATION: RA - RURAL AREA DSTRICT I 2. PARCEL 10 NO.: <'A 37B 's 1i 3. TOTAL SITE ACRES: .99a3 �� - -'i 4. FRONT SETBACK. 6G- 5. REAR SETBACK: 50, 6. SLOE SE7-iCK (W}. ICAO' CONTACT INFORMATION SITE DIRECTIONS 7. sICE SETBACK (9: 50- a. JURSO:CTION: FREDELCK COUNTY 9. LEAS 3.X7' LEASE AREA INS•DE SHELTER FOR R CORP JUSILN Sµ1Y rROu M'SF �P.H4S "A- LEFT I)N r 9O!R=T TRAt ANO THAT TUA ¢ wlo YAILEY V2W TnuL CABINET. 3*X7' CONCRETE PAD FOR CONTACT: (571) 203-3236 PRWAVE GENERATOR 3'X3' CONCRETE PAD FOR 120 Cl- PROPANE TANK. POAER COMPANY: ALLEGHE7.Y POWER SYSTEMS 10. HANOKA- REOIR.RENENTS: FACILITY WILL BE UNMANNED NID NO; FOR HUMAN (800) 255-3A43 IWOATION. YANDCAP ACCESS NOT REWIRED. I TELCO COMPANY: VmQCN' 11. (1) PARKING SPACE RECURD• USE OF EXISTING (FAO) 637-4966 FACILITY. PROPERTY OWNER. .N TOWER CORP. 10 PRES9E WAY PR APPLICABLE BUILDING CODES AND STANDARDS SITE PLAN DATA W 01 NAOBURN, LA O1BO7 (761)-926-45QT OYME7r AMERICAN TOWER CORP. LOCATION OF TRASH RECEPTACLES, RECREATIONAL AREAS. COMMON OPEN SPACE AND SIDEWALKS: NOT APPLICABLETOILER 10 PRESIDENML WAY W09U'n't1, MA 01801 CONTRACTOR'S WORK SHALL COMP Y WITH ALL APPUCASLE NATIONAL, STATE. AND LOCAL CODES AS ADDPTED BY THE LOCAL AUTHORITY HAVING JURSD'CnO.N FOR THE LOCATION. THE EDITION FAR CALCULATIONS: NOT APPUCABLE (751)-926-4500 OF THE ADOPTED CODES AND STANDARDS 91 EFFECT ON THE PATE OF THE CONRIA,CT AWARE MAGISTERIAL DISTRICT: BACK CREEK MAGISTERIAL DSMCT SHALL GOVERN THE DESIGN. TONER REPRESENTATNE: DOUG RARE DESCRIPTION; CCLLOCATE SIX (6) ANTENNAS AT 92. WITH COAXLL LINES ON THE TOWER, INSTALL A RADIO (704)-957-6161 BUD -DING CODE: ECUIPMENT CABINET IN AN EXISTING SHELTER AND ADO AN CVERGENCY BACK-UP GENERATOR AND AN LP T1A/ElA-222-F, 2009 YRLIVL: UN.'.=ORM STATEWIDE BUILDING CODE GAS TANK ON NEW CONCREEPADS WTTKN THE EXPANDED FENCED COMPOUND. ARCHITECT: JAMES P. JUSTICE EXSRNC MASTER PLAN: NONE IDENTIFIED 900 CIRCLE 75 PARKWAY ELECTRICAL COCE• SUITE 300 ATIANTA, CA 30339 NATIONAL FIRE PROTECTION ASSOC14MN (NFPA) 70. NATIONAL ELECTRICAL CODE- 2DO5 (NEC) E3(SBNG CUP: NONE DENOFTED 7-70-308-1947 UCHTNNG PRCTECDON CODE: NEEPA -2000. LAGHTNLNG PROTELTIOV CODE LAVDSCAPM: NOT REOUIREO (EXSTNO PRO-ERTY HEAVILY WOCOEO) PE. JkM5 FREEPR E ES 850EP O7 PARKWAY CONTRP.CTDR'S WORK SHALL COMPLY WITH THE LATEST EDITION TO THE FOLLCAYNG STANDARDS: SUITE AMERICAN CONCRETE INSTITUTE (ACI) 31e• BUILDING CODE REQUIREMENTS FOR REINFORCE APPROVED BY THE FREDRICK COUNTY ZONING ADMINISTRATOR R.`ANC. TX 75063 CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (ASC), MANUAL OF STEEL 972-999-6918 CONSTRUCTION. ASO. NINTH EDITION. ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM. APPROVAL DATE ERA ITT AlnrNd - 0 1 9-m- 12975 Waldgale Drive Hemdon, VA. 20170 Nouce: E'IB.wv a m c�A AFS TITLE: SITE PLAN AAMwCIANlOA�{• ?sirU�I-R�4NU3�6 C-10 FRI37ORT PARKWAY SURE 135 R—C. TX 7$0G3 972 999-6900 Td 972) M-8940 F- WINCHESTER VMTTS1073-01 BIG NORTH MOUNTAN WOLF SFRII,GS ROAD WINCHESTER, VA 22602 ^r=� 6520 9M715 ATCAa NA1: 411916J! 1 -- T-1 �� i a[CO OD fAirT OY o. F)cr meEF +cuss rnscuc)rt.As nlrnncFn eAsrt a n[Arn,e ROW Itrl � Jj Ali R , k DETAIL A a� Morse, ED =i. -r.....- TOhtSRE /:Z-0 SEE TAILA DE •^ �ilH v ar c .ar ar-a C� z x7 i� �ovcn.0 camnn •v�rzw r•.... r....-. � rrT+- • hL7A!AC5F1 LANE) Tfi1E Sttn1_'! CREPAPa...)•' FOP AMERICAN TOWM G�0 Od. 15 a SLhe ]M vne9a+te C.. JO1-`9 .. rv-as}s.m z z T w As{tunrsLsn-T > S!.. Nana: llYR-•:M.br VA j S9 to, FSS n 45O W74T VI-Tral cyeW m r n��G z y at F 4afVt DOI^lCtMSth uvn a `2 MITT 129751^Jatdgate Drivo Homdon, VA. 20170 Noko: a.... mlaaAcS TITLE: SITE PLAN 'i �Sf'Od 88W FREEPMT 7ARKMAT WTE1tb trsV.YC. TX 75053 9797 999-8900 TN. 9 T21 999-89s0 Fat 11G1TSp l.L �.'ITY T.'K I t9c1YY tMV il£SL WCW—vIS rA osm+lII9 Oi w A' 'My uact r-a-�s+a -an u•ro, ra ti OTC �•�� I C; s' C� WINCHESTER VAMSV773-01 SIG NOUH 6:OU'iTAIN WOLF SPNGS ROAD WINCHESTER, VA 22602 9M715 C A,W BY. ,p1IT P~ ATCABA'0. 1319t84 1 51vzR. ZZ-1 u.7 F C.0 stRuc7URe RG'GISTR„710ij AMJ C 1 li�'t T SIGNAGE ALL /PPLICABLE SIGNAGE IS CLEARLY DISPLAYED AT THE FRONT ENTRANCE TO THE SrTE AnvlDor:ED ARCH "'ENNA d"O BE REMOVED CLEV. 102 -0' AG.L TCPv OF Ex41ivG ELEV 92'-0' AC.L AM.•IDO'IED ARCH ANT �N [k15i�NG Ai,y; ANTE:r..A J �Ev. EJ-D� AGL J PROPOSED ITT CORPMTION A7ENNA HT. AT BOTTOM Ex:STINC A1,tT ANI ENtJ.$ h CX:SnN4 A'ki ANl[N�A LLEV 77'-0 4G L EXSTryG AThT A•lTE,NW. � CLEY S<'-G' ACL NOTE: PROPOSED COAX TO BE LNSTNLED ON E1< TIMER FACE PER STRU=URAL ANALYSTS J43194B22 DATED ` 5/01/2009. t 10 B REVCST-0 1Ev` Tx1Sne;e SHELTER J II �J -flormV /-A1 TOWER PROFILE _CRAI JUNK FENCE v+/Z-STRAND BARRED WIRE �t /` / \ \ /\ f Gar• % .D S'MP•/ 4- AT&T I.10BIlll' / SHELTER 1 (2) EXISTING GROUND ""S AT PORT ltihY INSIDE/ SHE, PROPOSED ITT (2)I!�: —}— GPS ATTACHED TO \ ICE BRIDGE IN TWO PLACES ITT TO UTILIZE � EXISTING PORT' ENTRY - (6) PORTS AVAILABLE `°.SATEL `"ter DISHES (1"PS.) PROPOSED ITT 3'X7'-----1 BASE AREA INSIDE SHELTER FOR (2) CABINETS 4'-6• X 2•-0 — GEN PAD EXISTING OVERHEAD CABLE TRAY/BRIDGE AVM1IIFBLE FOR ITT COAX LINES i .. PROPOSED ITT N PROPOSED AREA FOR 3' X 7' FENCE EVANS10N CONCRETE PAD FCR PROPANE GENERATOR rPROPOSED 117 I GAS LINE ATC 12'X29' SIIELT_R PROPOSED ITT SUB —PANEL PROPOSED RT b. AT5 ROUTING PROPOSED FENCE j� PROPOSED ITT k CATE TO MATCH ` NEMA 3R EXISTING 70 BE 1 INSTALLED 8Y TT I B" X 12- X G' 0. BOX 10. �f0 > //�y e \ fe f \ \ Y l 10' NO SPARK BUFFER `°•. PROPOSED ITT 120 GAL PROPANE TANK 1 PROPOSED ITT 3' X 3• Y �1 `°• � CONCRETEPAC)FOR L -PROPOS© R'f ROPANE TANK MEicR EXISTING` FENCE k GATE ]IIMETER RACK _ `. TO BE REMOVED BY 7- x: ` wRH ELCO BOX ^ I 1` Ex15TING TGRANSFER SWITCH Y L�3' MINIMUM SPACE NEEDED FOR �• FRONT/BACK DOOR OPENING 1 _ L-COAX TO TERMINATE ABOVE CABINETS -EXTENDED JUMPER LENGTH NEEDED tC' •:0 S�AI7K BL'T_'P. (.'PRO%. 57E.2 SO 17.i h TRUE NORTH 1;=- • THERE ARE EXISTING CABLE TRAYS IN BUILDING. SOME AUIRED. L CABS MY MATERIAL MAY COMPOUND PLAN eE IRED. THC POWER IS 1-PYJSL FINALE •OF I SCALE: i'�10' (OASED ON 24X36 b' PAPER SIZE) PRkON OF fS PROPOSED STEP -DO" Si 1.4 PHASE ITT TRANSFORMER TO BE DE7EfiAINED I.Y FIELD. SCA:L i'�20' 6ASID ON 11%17 ii' PA ER SIZE) 1tv TT Ad—d fyYwwiy A S."- 12975 WorldOBlo Dmro Hemdon, VA. 20170 NoEco. Trn m,..ncnA'1 "aot.•Y.bwL sr. Il��rd Ce �* Mrq F a m csP. res TITLE: SITE PLAN � 1d6 E505 FRaPORT PARKWAY WINCHESTER VA(ITTSV173-01 BIG NORTH I. XNrA.'N VXU SPRNGS ROAD Vt9NCHESTER, VA 22602 A.2 sE ln: 6520 9M715 ATC.M'*: 43194&4 1 5HEE7: G1E Z-2 u mrn From:LIFESAFE 0 16 08/2010 11:09 #497 P.002/002 Frederick County Fire and Rescue Department ,Pdw._.. <.y Office of the Fire Marshal V.IRGINIA`: Plan f eview,and Coil'€rne,nts Date received Date reviewed Date Revised Control number 5 P10 - 0 00 3 2/26/2010 3/8/2010 Project Name Applicant ITTSV173-01 ITT FAA Collocation Tower 6520 ITT Advanced Engineering C/O Doug Ruwe Address City Slate Zip Applicant Phone 21307 Rio Oro Dr. Cornelius NC. 28031 704-975-6161 Type Application Tax ID Number Fire District Site Plan 48A-37B 19 Current Zoning RA R d ti ns Automatic Sprinkler System No Other recommendation Emergency Vehicle Access Not Identified Siamese Location Not Identified Emergency Vehicle Access Comments Access Comments Additional Comments eco I a o Automatic Fire Alarm System No Hydrant Location Not Identified Roadway/Aisleway Width Not Identified Rescue District 19 Election District Back Creek Residential Sprinkler System No Fire Lane Required No Special Hazards No FiRE A , FREDEFR'­"r COUNT Plan Approval Recommended Reviewed By Signature �G�_------ Yes S. Mark Showers • Request For Site Plan Comments Frederick County Inspections Department I o: Hand deliver to; Frederick County Inspections Dept. 107 N. Kent Street, Suite 200 Attn: Building Official North Building, 2nd Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5650 (540) 665-5650 1l�lSPt��Fl��r•- Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one (1) copy of the site plan with this sheet. Applicants Name: Doug Ruwe on behalf of ITT Advanced Engineering Address: 21307 Rio Oro Dr, Cornelius, NC 28031 Phone Number: (704) 975-6161 Fax 877) 257-3167 Name of development and/or description of the request: ITTSVI73-01 Location of property' valley view Trail Parcel ID No. 48A 37B C (Y) 3'iC'I�'I 7 Inspections Department's Inspections Dept. use only Date received Incomplete Date reviewed _ Signature and Date Signature and Dat( 10 39vd TIM Date revision received Incomplete Date revirwod Date approved ) t 0 • • Structure shall comply with The Virginia Uniform Statewide Building Code and Section 312, use group U (Utility and Miscellaneous) of The International Building Code 2006. The structure is required to comply with Chap 15 & 16 of the IBC 2006 for structural load, as well as, Section 3108 for Towers. LP tanks shall require a mechanical permit and be installed in accordance with the International Mechanical Code and the NFPA 58 Fences greater than 6' in height require a building permit Generator and generator pad will require building permits Special inspections per Chap 17 IBC 2006 apply to this structure. Plans submitted for review shall be sealed by a Virginia Registered Design Professional. ze 39dd Z8908L90vs TT:TT 0T0Z/9T/E0 AMERICAN TOWER" L F H 2 6 2010 C O R P O R A T I O N L February 23, 2009 Frederick County Department of Planning and Development Candice Perkins, Senior Planner 107 North Kent Street Winchester, VA 22601 RE: ITTSV 173-01 ITT FAA Collocation American Tower Site Code: 6520 Big North Mountain Wolf Springs Rd Dear Ms. Perkins: As requested in your January 26, 2010 letter and e-mail correspondence, enclosed please find; a Frederick County, VA Site Plan Application signed by Richard Rossi, VP of American Tower, five 24'x36" site plans, and one (1) color I 1 "x 17" site plan for your files. I have forwarded copies of the revised site plan and agency comment sheets to the Frederick County Inspections Department, The Frederick County Fire Marshal, and the Winchester Regional Airport Authority. I have requested those agencies forward their responses to the Department of Planning and development to your attention. I will follow-up with the agencies with the hope that all forms will be forwarded and the submittal requirements completed in the next two weeks. American Tower and ITT Advanced Engineering appreciates your assistance on their behalf and if any additional information is needed, please contact me (704) 975-6161 or by e-mail: doug.ruwe@americantower.com. Sincerely, Doug Ruwe Project Manager Site Development (704)975-6161 doug.ruwe@AmericanTower.com Enclosures 21307 Rio Oro Dr - Cornelius NC 28031 - (704) 975-6161 • doug.ruwe@americantower.com 0 AMERI CAN TOW=R Structural Analysis Report Structure 92 ft Mapped Guyed Tower ATC Site Name Winchester VA, VA ATC Site Number Proposed Carrier Carrier Site Name Carrier Site Number County Eng. Number Date Usage Submitted by: Worth L. Godwin III, PE Project Engineer 6520 ITT Corp. Winchester 173-01 Frederick 43194822 May 1, 2009 58% Legs, 72% Diagonals, 32% Guys American Tower Engineering Services 400 Regency Forest Drive Cary, NC 27518 Phone: 919-468-0112 • Intrnrinetinn Eng. Number 43194822 May 1, 2009 Page 1 The purpose of this report is to stunmarize results of the structural analysis performed on the 92 fi Guyed Tower located On Big North Mountain Wolf Springs Rd., Winchester, VA 22602, Frederick County (ATC site 46520). The tower was originally designed and manufactured by Andrew Inc. The tower geometry and member sizes were obtained front a mapping for ATC (Dated April 8, 2004). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undaniaged, and noel -corroded condition. Basic Wind Speed: 70 mph (Fastest Mile) Radial Ice: 61 mph (Fastest Mile) w/'/2" ice Code: ANSI/TIA/EIA-222-F / 2006 IBC Criteria per Section 1609.1.1, Exception (4) and Section 3108.4 / 2006 Virginia Uniform Statewide Building Code Antenna Loads The following antenna loads were used in the tower analysis. Existingr Antennas Elev. (R) Qty Antennas Mount Coax (in) Carrier 102.0 1 8' Omni Pic I 7/8 Arch 90.0 2 8' Omni Side Arms 2 7/8 84.0 1 Andrew HP6-65 Pipe (1) EW52 82.0 1 Andrew UHX6-59 Pic (I) EW52 72.0 1 Andrew HP6-65 Pipe (1) EW52 65.0 1 Andrew HS\6-59 Pipe (I EW52 AT&T Mobility 61.0 1 Andrew HP6-65 Pic (I) EW52 60.0 1 Andrew HP6-65 Pic (1) EW52 55.0 1 Andrew HP6-65 Pipe (1) EW52 54.0 1 Andrew UI-IX6-59\V Pipe (1) EW52 28.0 1 8' Omni Standoff (1) 7/8 Arch Proposed Antennas Elev. Qty AIItCIllIaS MOLtllI Coax Carrier (�) (ill) I DB Systems 5100r\ (5) 15/8 1 Vertex 101 V VPD 91.0 Standoff (1) 7/8 ITT Corp. ,I D13 Systems 5100A-D Install proposed coax On empty tower face. • • Results The maximum structure usage is: 72% Tower Load Current Analysis (kip) Base Compression 47.6 Base Shear 0.8 Anchor Uplift 15.6 Anchor Shear 21.3 Eng. Number 43194822 May 1, 2009 Page 2 The stricture base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and fomdatlon information, therefore no modification Or reinforcement Of the fomdation will be required. Conclusion Based on these analysis results, the stricture meets requirements per the ANSI/TIA/EIA-222-1~ standard and the 2006 IBC / 2006 VUSBC. The tower and IOundation can SUppOrt the existing and proposed antenna and transmission line loading as described in this report. If you have any questions or require additional information, please call 919-466-5527. 0 Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may comist of, but is not necessmy limited, to: -- Information supplied by the client regarding the structure itself, the antenna mid feed line loading on the structture arnd its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services rand used in the performance of our engineering services is correct and complete. In the absence of infonmation to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in mn un-corroded condition and have not deteriorated; and we, therefore, assume that then' capacity has not significantly clmmiged from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA-222. All services are pci-formed, reSUlts obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we Supply. Copyright Semaan Engineering Solutions, Inc Loads: 70 mph no ice 61 mph w/ 1/2" radial ice Job Information Tower: 6520 Location : Winchester VA, VA Code: TIA/EIA-222 Rev F Shape : Triangle Base Width : 3.50 ft Client: ITT Corporation Sections Properties Section Leq Members Diagonal Members Horizontal Members 1 CHN 50ksi C15 x 33.9 CHN 50ksi C15 x 33.9 2-3 PLA 50ksi M46-53 LEG PLA 36ksi M46-Y LACING 4 PLA 50ksi M46-64 LEG PLA 36ksi M46-Y LACING 5 PLA 50ksi M46-54 LEG PLA 36ksi M46-Y LACING SAE 36ksi 2X2X0.1875 6 PLA 50ksi M46-65 LEG PLA 36ksi M46-Y LACING 7 PLA 50ksi M46.65 LEG DAE 36ksi 1.75X1.75X0.125 SAE 36ksi 2X2X0.25 8 PLA 50ksi M46-65 LEG PLA 36ksi M46-Y LACING Discrete Appurtenance Elev (ft) Type Qty Description 92.00 StraiohtArm 1 Pipe 92.00 Whip 1 8' Omni 91.00 Straiqht Arm 4 Round Side Arm 91.00 Whip 4 DB Systems 5100A-D 91.00 Panel 1 Vertex 101V VPD 91.00 Whip 1 DB Systems 5100A 90.00 Whio 2 8' Omni 90.00 Straiqht Arm 2 Round Side Arm 84.00 Dish 1 Andrew HP6-65 82.00 Dish 1 Andrew UHX6-59 78.00 Other 1 Torque Arms 72.00 Dish 1 Andrew HP6-65 65.00 Dish 1 Andrew HSXG-59 61.00 Dish 1 Andrew HP6-65 60.00 Dish 1 Andrew HP6-65 55.00 Dish 1 Andrew HP6-65 54.00 Dish 1 Andrew UHX6-59W 52.00 Other 1 Torque Arms 28.00 Whip 1 8' Omni 28.00 Straight Arm 1 Standoff Linear Appurtenance Elev (ft) From To Qty Description 5.000 102.00 1 718" Coax 5.000 91.000 1 7/8" Coax 5.000 91.000 5 1 518" Coax 5.000 90.000 2 7/8" Coax 5.000 84.000 1 EW52 5.000 82.000 1 EW52 5.000 72.000 1 EW52 5.000 65.000 1 EW52 5.000 61.000 1 EW52 5.000 60.000 1 EW52 5.000 55.000 1 EW52 5.000 54.000 1 EW52 5.000 28.000 1 7/8" Coax Vert 47.62 k Uplift 15.60 k Horiz 0.83 k Horiz 21.33 k Copyright Semaan Engineering Solutions, Inc Site Number: 6520 Y 5/1/2009 3:46:04 PM Location: Winchester VA, VA X Code: TIA/EIA-222 Rev F Gh : 1.17 Section Forces LoadCase Normal No Ice 70.00 mph Wind Normal To Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face 8 90.00 16.71 3.30 2.75 0.00 0.43 2.001.00 1.00 0.67 5.12 0.00 0.00 139.4 0.0 200.49 0.00 200.49 1 7 82.00 16.27 11.05 10.99 0.00 0.52 1.871.00 1.00 0.71 18.86 0.00 0.00 604.4 0.0 670.18 0.00 670.18 1 6 74.00 15.80 3.30 3.66 0.00 0.50 1.901.00 1.00 0.70 5.85 0.00 0.00 149.9 0.0 205.52 0.00 205.52 1 5 67.00 15.36 10.11 9.16 0.00 0.55 1.841.00 1.00 0.72 16.74 0.00 0.00 427.4 0.0 553.59 0.00 553.59 1 4 52.00 14.28 16.95 21.94 0.00 0.56 1.841.00 1.00 0.73 32.90 0.00 0.00 740.0 0.0 1,009.43 0.00 1,009.43 3 3 32.00 12.54 15.91 22.50 0.00 0.55 1.84 1.00 1.00 0.72 32.19 0.00 0.00 644.6 0.0 870.28 0.00 870.28 3 2 12.00 12.54 14.01 19.13 0.00 0.47 1.941.00 1.00 0.68 27.10 0.00 0.00 554.1 0.0 769.21 0.00 769.21 3 1 1.00 12.54 9.92 0.00 0.00 1.00 2.101.00 1.00 1.00 9.92 0.00 0.00 645.1 0.0 305.29 0.00 102.58 1 3,904.8 0.0 4,381.28 " = 2QzGhAg Controls LoadCase 60 deg No Ice 70.00 mph Wind at 60 deg From Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sclft) (s(lft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face 8 90.00 16.71 3.30 2.75 0.00 0.43 2.00 0.80 1.00 0.67 4.46 0.00 0.00 139.4 0.0 174.69 0.00 174.69 1 7 82.00 16.27 11.05 10.99 0.00 0.52 1.87 0.80 1.00 0.71 16.65 0.00 0.00 604.4 0.0 591.65 0.00 591.65 1 6 74.00 15.80 3.30 3.66 0.00 0.50 1.90 0.80 1.00 0.70 5.19 0.00 0.00 149.9 0.0 182.34 0.00 182.34 1 5 67.00 15.36 10.11 9.16 0.00 0.55 1.84 0.80 1.00 0.72 14.72 0.00 0.00 427.4 0.0 486.75 0.00 486.75 1 4 52.00 14.28 16.95 21.94 0.00 0.56 1.84 0.80 1.00 0.73 29.51 0.00 0.00 740.0 0.0 905.44 0.00 905.44 3 3 32.00 12.54 15.91 22.50 0.00 0.55 1.84 0.80 1.00 0.72 29.01 0.00 0.00 644.6 0.0 784.25 0.00 784.25 3 2 12.00 12.54 14.01 19.13 0.00 0.47 1.94 0.80 1.00 0.68 24.30 0.00 0.00 554.1 0.0 689.66 0.00 689.66 3 1 1.00 12.54 9.92 0.00 0.00 1.00 2.10 0.80 1.00 1.00 7.94 0.00 0.00 645.1 0.0 244.23 0.00 102.58 1 3,904.8 0.0 3,917.37 " = 2QzGhAg Controls LoadCase 90 deg No Ice 70.00 mph Wind at 90 deg From Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sclft) (scift) (s(lft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) Face 8 90.00 16.71 3.30 2.75 0.00 0.43 2.00 0.85 1.00 0.67 4.63 0.00 0.00 139.4 0.0 181.14 0.00 181.14 1 7 82.00 16.27 11.05 10.99 0.00 0.52 1.87 0.85 1.00 0.71 17.20 0.00 0.00 604.4 0.0 611.28 0.00 611.28 1 6 74.00 15.80 3.30 3.66 0.00 0.50 1.90 0.85 1.00 0.70 5.35 0.00 0.00 149.9 0.0 188.13 0.00 188.13 1 5 67.00 15.36 10.11 9.16 0.00 0.55 1.84 0.85 1.00 0.72 15.23 0.00 0.00 427.4 0.0 503.46 0.00 503.46 1 4 52.00 14.28 16.95 21.94 0.00 0.56 1.84 0.85 1.00 0.73 30.36 0.00 0.00 740.0 0.0 931.44 0.00 931.44 3 Page 1 0 Site Number: 6520 Location: Winchester VA, VA Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Y 5/1/2009 3:46:04 PM X 41/ Gh : 1.17 Section Forces 3 32.00 12.54 15.91 22.50 0.00 0.55 1.84 0.85 1.00 0.72 29.81 0.00 0.00 644.6 0.0 805.76 0.00 805.76 3 2 12.00 12.54 14.01 19.13 0.00 0.47 1.94 0.85 1.00 0.68 25.00 0.00 0.00 554.1 0.0 709.55 0.00 709.55 3 1 1.00 12.54 9.92 0.00 0.00 1.00 2.10 0.85 1.00 1.00 8.43 0.00 0.00 645.1 0.0 259.50 0.00 102.58 1 3,904.8 0.0 4,033.34 " = 2QzGhAg Controls LoadCase Normal Ice 60.62 mph Wind Normal To Face with Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) Isgft) (sqft) (lb) Ice (lb) (Ib) (Ib) (Ib) Face 8 90.00 12.53 3.30 5.80 3.05 0.65 1.781.00 1.00 0.79 7.85 0.00 0.00 172.8 33.4 204.76 0.00 204.76 1 7 82.00 12.20 11.05 21.65 10.66 0.78 1.801.00 1.00 0.88 30.08 0.00 0.00 998.0 393.6 772.46 0.00 772.46 1 6 74.00 11.85 3.30 7.22 3.55 0.75 1.79 1.00 1.00 0.86 9.49 0.00 0.00 209.1 59.3 234.84 0.00 234.84 1 5 67.00 11.52 10.11 19.57 10.41 0.85 1.86 1.00 1.00 0.94 28.43 0.00 0.00 652.6 225.2 711.24 0.00 711.24 1 4 52.00 10.71 16.95 39.85 17.92 0.81 1.821.00 1.00 0.91 53.05 0.00 0.00 1,207.7 467.7 1,211.56 0.00 1,211.56 3 3 32.00 9.41 15.91 40.67 18.17 0.81 1.821.00 1.00 0.90 52.64 0.00 0.00 1,148.4 503.8 1,054.32 0.00 1,054.32 3 2 12.00 9.41 14.01 34.32 15.19 0.69 1.781.00 1.00 0.81 41.91 0.00 0.00 993.9 439.8 817.99 0.00 817.99 3 1 1.00 9.41 9.92 0.77 0.77 1.00 2.101.001.00 1.00 10.69 0.00 0.00 806.4 161.3 246.62 0.00 76.93 1 "# 6,188.9 2,284.1 5,084.11 " = 2QzGhAg Controls LoadCase 60 deg Ice 60.62 mph Wind at 60 deg From Face with Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr Isgft) (sqft) (sqft) (Ib) Ice (lb) (Ib) (Ib) (Ib) Face 8 90.00 12.53 3.30 5.80 3.05 0.65 1.78 0.80 1.00 0.79 7.19 0.00 0.00 172.8 33.4 187.57 0.00 187.57 1 7 82.00 12.20 11.05 21.65 10.66 0.78 1.80 0.80 1.00 0.88 27.87 0.00 0.00 998.0 393.6 715.71 0.00 715.71 1 6 74.00 11.85 3.30 7.22 3.55 0.75 1.79 0.80 1.00 0.86 8.83 0.00 0.00 209.1 59.3 218.50 0.00 218.50 1 5 67.00 11.52 10.11 19.57 10.41 0.85 1.86 0.80 1.00 0.94 26.41 0.00 0.00 652.6 225.2 660.68 0.00 660.68 1 4 52.00 10.71 16.95 39.85 17.92 0.81 1.82 0.80 1.00 0.91 49.66 0.00 0.00 1,207.7 467.7 1,134.15 0.00 1,134.15 3 3 32.00 9.41 15.91 40.67 18.17 0.81 1.82 0.80 1.00 0.90 49.46 0.00 0.00 1,148.4 503.8 990.58 0.00 990.58 3 2 12.00 9.41 14.01 34.32 15.19 0.69 1.78 0.80 1.00 0.81 39.11 0.00 0.00 993.9 439.8 763.31 0.00 763.31 3 1 1.00 9.41 9.92 0.77 0.77 1.00 2.10 0.80 1.00 1.00 8.70 0.00 0.00 806.4 161.3 200.83 0.00 76.93 1 6,188.9 2,284.1 4,747.43 " = 2QzGhAg Controls LoadCase 90 deg Ice 60.62 mph Wind at 90 deg From Face with Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (Ib) Ice (lb) (Ib) (Ib) (Ib) Face Page 2 Gh : 1.17 8 90.00 12.53 3.30 7 82.00 12.20 11.05 6 74.00 11.85 3.30 5 67.00 11.52 10.11 4 52.00 10.71 16.95 3 32.00 9.41 15.91 2 12.00 9.41 14.01 1 1.00 9.41 9.92 " = 2QzGhAg Controls Site Number: 6520 Location: Winchester VA, VA Code: TIA/EIA-222 Rev F Section Forces Copyright Sernaan Engineering Solutions, Inc Y 5/1/2009 3:46:04 PM X 411 5.80 3.05 0.65 1.78 0.85 1.00 0.79 7.36 0.00 0.00 172.8 33.4 191.87 21.65 10.66 0.78 1.80 0.85 1.00 0.88 28.42 0.00 0.00 998.0 393.6 729.90 7.22 3.55 0.75 1.79 0.85 1.00 0.86 8.99 0.00 0.00 209.1 59.3 222.59 19.57 10.41 0.85 1.86 0.85 1.00 0.94 26.92 0.00 0.00 652.6 225.2 673.32 39.85 17.92 0.81 1.82 0.85 1.00 0.91 50.51 0.00 0.00 1,207.7 467.7 1,153.50 40.67 18.17 0.81 1.82 0.85 1.00 0.90 50.26 0.00 0.00 1,148.4 503.8 1,006.52 34.32 15.19 0.69 1.78 0.85 1.00 0.81 39.81 0.00 0.00 993.9 439.8 776.98 0.77 0.77 1.00 2.10 0.85 1.00 1.00 9.20 0.00 0.00 806.4 161.3 212.28 6,188.9 2,284.1 0.00 191.87 1 0.00 729.90 1 0.00 222.59 1 0.00 673.32 1 0.00 1,153.50 3 0.00 1,006.52 3 0.00 776.98 3 0.00 76.93 1 4,831.60 Page 3 Discrete Appurtenance Properties Attach FiPv (ft) Description Qty Copyright Semaan Engineering Solutions, Inc Site Number: 6520 Y 5/1/2009 3:46:04 PM Location: Winchester VA, VA Code: TIA/EIA-222 Rev F X Tower Loading No Ice Ice Distance Vert Weiqht CaAa CaAa Weiqht CaAa CaAa From Face X Angle Ecc (lb) (so Factor (lb) (sf) Factor (ft) (deg) (ft) 92.00 Pipe 1 752.00 5.000 1.00 900.00 6.750 1.00 0.000 0.00 5.000 92.00 8' Omni 1 40.00 2.400 1.00 62.00 3.230 1.00 0.000 0.00 14.000 91.00 Round Side Arm 4 150.00 5.200 0.67 175.00 5.900 0.67 0.000 0.00 0.000 91.00 DB Systems 5100A-D 4 38.00 3.110 1.00 66.00 3.520 1.00 0.000 0.00 0.000 91.00 Vertex 101 V VPD 1 4.00 2.540 1.00 26.20 4.520 1.00 0.000 0.00 0.000 91.00 DB Systems 5100A 1 21.00 2.070 1.00 36.30 2.460 1.00 0.000 0.00 3.240 90.00 8' Omni 2 40.00 2.400 1.00 62.00 3.230 1.00 0.000 0.00 4.000 90.00 Round Side Arm 2 150.00 5.200 1.00 175.00 5.900 1.00 0.000 0.00 0.000 84.00 Andrew HP6-65 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000 82.00 Andrew UHX6-59 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000 78.00 Torque Arms 1 500.00 15.000 1.00 650.00 20.250 1.00 0.000 0.00 0.000 72.00 Andrew HP6-65 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000 65.00 Andrew HSX6-59 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000 61.00 Andrew HP6-65 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000 60.00 Andrew HP6-65 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000 55.00 Andrew HP6-65 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000 54.00 Andrew UHX6-59W 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000 52.00 Torque Arms 1 500.00 15.000 1.00 650.00 20.250 1.00 0.000 0.00 0.000 28.00 8' Omni 1 40.00 2.400 1.00 62.00 3.230 1.00 0.000 0.00 4.000 28.00 Standoff 1 200.00 3.500 1.00 300.00 4.500 1.00 0.000 0.00 0.000 Totals 28 5437.00 8132.50 Number of Appurtenances: 20 Linear Appurtenance Properties Elev Elev From To Width Weight Pet Spread On Bundling (ft) (ft) Description Qty (in) (Ib/ft) In Wind Faces Arrangement 5.00 102.0 7/8" Coax 1 1.09 0.33 100.00 2 Separate 5.00 91.00 1 5/8" Coax 5 1.98 0.82 100.00 1 Separate 5.00 91.00 7/8" Coax 1 1.09 0.33 100.00 1 Separate 5.00 90.00 7/8" Coax 2 1.09 0.33 50.00 2 Separate 5.00 84.00 EW52 1 2.25 0.59 100.00 3 Separate 5.00 82.00 EW52 1 2.25 0.59 100.00 3 Separate 5.00 72.00 EW52 1 2.25 0.59 100.00 3 Separate 5.00 65.00 EW52 1 2.25 0.59 100.00 3 Separate 5.00 61.00 EW52 1 2.25 0.59 100.00 3 Separate 5.00 60.00 EW52 1 2.25 0.59 100.00 3 Separate 5.00 55.00 EW52 1 2.25 0.59 100.00 2 Separate 5.00 54.00 EW52 1 2.25 0.59 100.00 2 Separate 5.00 28.00 7/8" Coax 1 1.09 0.33 100.00 2 Separate Page 4 0 • Section: 1 Base Site Number: 6520 Location: Winchester VA, VA Code: TWEIA-222 Rev F Force/Stress Summary Bot Elev (ft): 0.00 Height (ft): 2.000 Copyright Semaan Engineering Solutions, Inc Y 5/1/2009 3:46:04 PM X 7111 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG CHN - C15 x 33.9 -21.26 Normal Ice 2.84 100 100 100 37.7 34.9 347.17 0 0 0.00 0.00 6 Member Y HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 Force Fy Cap Num Num Shear Bear Use . Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ CH - C15 x 33.9 8.76 Normal Ice 50 398.36 0 0 0.00 0.00 2 Member DIAG 0.00 0 0.00 0 0 0.00 0.00 0 Section: 2 typ Bot Elev (ft): 2.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-53 LEG -18.59 60 deg Ice 2.00 200 200 200 66.6 28.7 31.99 0 0 0.00 0.00 58 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING -0.57 Normal Ice 4.031 100 100 100 188.7 5.6 1.92 1 1 8.53 7.25 29 Member X Max Tension Member Force (kip) Fy Cap Num Load Case (ksi) (kip) Bolts Num Holes Shear Bear Use Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING 0.54 90 deg Ice 36 7.45 1 1 8.53 7.25 7 Bolt Bear Section: 3 typ Bot Elev (ft): 22.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-53 LEG -18.51 60 deg Ice 3.33 100 100 100 55.5 31.3 34.82 0 0 0.00 0.00 53 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING -0.57 90 deg Ice 4.833 50 75 50 169.6 6.9 2.37 1 1 8.53 7.25 24 Member Y Force Fy Cap Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING 0.46 90 deg Ice 36 7.45 1 1 8.53 7.25 6 Bolt Bear Page 5 0 Site Number: 6520 Location: Winchester VA, VA Code: TIA/EIA-222 Rev F Force/Stress Summary Copyright Sernaan Engineering Solutions, Inc y 5/1/2009 3:46:04 PM X Section: 4 typ Bot Elev (ft): 42.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-64 LEG -15.82 Normal Ice 3.33 100 100 100 49.5 32.6 53.93 0 0 0.00 0.00 29 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING -1.55 90 deg Ice 4.833 50 75 50 169.6 6.9 2.37 1 1 8.53 7.25 65 Member Y Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cal) (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING 1.30 90 deg No Ice 36 7.45 1 1 8.53 7.25 17 Bolt Bear Section: 5 typ Bot Elev (ft): 62.00 Height (ft): 10.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-54 LEG -10.16 Normal Ice 2.50 100 100 100 41.7 34.1 50.50 0 0 0.00 0.00 20 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING -0.08 Normal No Ice 4.301 50 75 50 150.9 8.7 3.00 1 1 8.53 7.25 Force Fv Cap Nurn Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ SAE - 2X2X0.1875 0.77 60 deg Ice 36 17.00 1 1 8.53 10.87 9 Bolt Shear DIAG PLA - M46-Y LACING 0.18 60 deg Ice 36 7.45 1 1 8.53 7.25 2 Bolt Bear Section: 6 typ Bot Elev (ft): 72.00 Height (ft): 4.000 Member - Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-65 LEG -10.28 Normal No Ice 4.00 100 100 100 59.5 30.4 62.94 0 0 0.00 0.00 16 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING -1.41 Normal No Ice 5.315 50 75 50 186.5 5.7 1.96 1 1 8.53 7.25 72 Member Y Force Fy Cap Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG PLA - M46-65 LEG 6.98 60 deg No Ice 50 82.79 0 0 0.00 0.00 8 Member HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING 1.24 90 deg No Ice 36 7.45 1 1 8.53 7.25 17 Bolt Bear Page 6 Site Number: 6520 Location: Winchester VA, VA Code: TIA/EIA-222 Rev F Force/Stress Summary Copyright Semaan Engineering Solutions, Inc Y 5/1/2009 3:46:04 PM X Section: 7 typ Bot Elev (ft): 76.00 Height (ft): 12.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-65 LEG -10.10 Normal No Ice 4.00 100 100 100 59.5 30.4 62.94 0 0 0.00 0.00 16 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG DAE-1.75X1.75X0.12 -1.59 90 deg No Ice 5.315 50 75 50 92.4 18.5 15.66 2 2 17.06 14.50 10 Bolt Bear Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG PLA - M46-65 LEG 6.81 60 deg No Ice 50 82.79 0 0 0.00 0.00 8 Member HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG DAE - 1.75X1.75X0.12 1.47 60 deg No Ice 36 19.49 2 2 17.06 14.50 10 Bolt Bear Section: 8 typ Bot Elev (ft): 88.00 Height (ft): 4.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - M46-65 LEG -1.32 Normal Ice 4.00 100 100 100 59.5 30.4 62.94 0 0 0.00 0.00 2 Member Z HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING -0.78 Normal No Ice 5.315 50 75 50 186.5 5.7 1.96 1 1 8.53 7.25 39 Member Y Force Fv Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap (kip) % Controls LEG 0.00 0 0.00 0 0 0.00 0.00 0 HORIZ 0.00 0 0.00 0 0 0.00 0.00 0 DIAG PLA - M46-Y LACING 0.37 Normal No Ice 36 7.45 1 1 8.53 7.25 5 Bolt Bear Page 7 Site Number: 6520 Location: Winchester VA, VA Code: TIA/EIA-222 Rev F Support Forces Summary Load Case Node FX (kip) FY (kip) FZ (kip) 90 deq Ice Alb -17.63 -14.78 -10.01 Ala 7.16 -6.02 -4.31 Al -0.41 -10.40 14.31 1 -0.78 47.23 0.01 60 deg Ice Alb -18.47 -15.60 -10.66 Ala 9.41 -8.06 -5.81 Al -0.33 -8.04 11.05 1 -0.65 47.62 -0.36 Normal Ice Alb -15.14 -12.84 -9.11 Ala 15.14 -12.84 -9.11 Al 0.00 -5.05 7.14 1 0.00 46.86 -0.83 90 deq No Ice Alb -15.41 -13.18 -8.81 Ala 4.85 -4.05 -2.89 Al -0.21 -8.61 11.69 1 -0.68 36.05 0.00 60 deq No Ice Alb -16.21 -13.94 -9.36 Ala 7.12 -6.10 -4.31 Al -0.17 -6.07 8.31 1 -0.56 36.27 -0.32 Normal No Ice Alb -13.08 -11.25 -7.75 Ala 13.08 -11.25 -7.75 Al 0.00 -3.08 4.42 1 0.00 35.84 -0.73 Max Reactions (kip) Base Anch1 Vertical 47.62 -15.60 Horizonal 0.83 21.33 Copyright Semaan Engineering Solutions, Inc Y 5/l/2009 3:46:05 PM X (-) = Uplift (+) = Down Page 8 Copyright Semaan Engineering Solutions, Inc Site Number: 6520 Y 5/l/2009 3:46:05 PM Location: Winchester VA, VA Code: TIA/EIA-222 Rev F 7111 X Cable Forces Summary Allow Applied Elevation Tension Tension Use Load Case (ft) Cable Node 1 Node 2 (kip) (kip) % Normal No Ice 52.00 518 EHS Al T1 21.20 1.80 8 518 EHS Alb T1 b 21.20 4.77 22 518 EHS Ala Tl a 21.20 4.67 22 518 EHS Ala T1 21.20 4.78 22 5/8 EHS Alb T1 a 21.20 4.67 22 518 EHS Al T1 b 21.20 1.80 8 76.00 518 EHS Al T2 21.20 1.02 4 518 EHS Alb T2b 21.20 4.86 22 5/8 EHS Ala T2a 21.20 4.92 23 5/8 EHS Ala T2 21.20 4.86 22 518 EHS Alb T2a 21.20 4.92 23 5/8 EHS Al T2b 21.20 1.02 4 60 deg No Ice 52.00 518 EHS Al T1 21.20 2.89 13 518 EHS Alb T1 b 21.20 5.67 26 518 EHS Ala T1 a 21.20 2.75 12 518 EHS Ala Tl 21.20 2.86 13 518 EHS Alb T1 a 21.20 5.67 26 518 EHS Al T1 b 21.20 2.77 13 76.00 518 EHS Al T2 21.20 2.46 11 5/8 EHS Alb T2b 21.20 6.16 29 518 EHS Ala T2a 21.20 2.48 11 518 EHS Ala T2 21.20 2.49 11 5/8 EHS Alb T2a 21.20 6.18 29 518 EHS Al T2b 21.20 2.44 11 90 deg No Ice 52.00 518 EHS Al T1 21.20 3.82 18 518 EHS Alb T1 b 21.20 5.40 25 5/8 EHS Ala Tl a 21.20 2.05 9 518 EHS Ala T1 21.20 2.11 9 518 EHS Alb T1 a 21.20 5.44 25 518 EHS Al T1 b 21.20 3.69 17 76.00 518 EHS Al T2 21.20 3.65 17 5/8 EHS Alb T2b 21.20 5.82 27 5/8 EHS Ala T2a 21.20 1.50 7 5/8 EHS Ala T2 21.20 1.54 7 518 EHS Alb T2a 21.20 5.77 27 518 EHS Al T2b 21.20 3.65 17 Normal Ice 52.00 518 EHS Al Tl 21.20 2.72 12 518 EHS Alb T1 b 21.20 5.70 26 518 EHS Ala T1 a 21.20 5.54 26 5/8 EHS Ala T1 21.20 5.71 26 5/8 EHS Alb T1 a 21.20 5.54 26 5/8 EHS Al T1 b 21.20 2.72 12 76.00 518 EHS Al T2 21.20 1.87 8 5/8 EHS Alb T21) 21.20 5.54 26 5/8 EHS Ala T2a 21.20 5.56 26 518 EHS Ala T2 21.20 5.54 26 518 EHS Alb T2a 21.20 5.56 26 5/8 EHS Al T2b 21.20 1.87 8 Page 9 60 deg Ice 90 deg Ice Site Number: 6520 Location: Winchester VA, VA Code: TIA/EIA-222 Rev F 52.00 518 EHS Al T1 21.20 3.85 18 518 EHS Alb T1 b 21.20 6.63 31 518 EHS Ala T1 a 21.20 3.62 17 5/8 EHS Ala T1 21.20 3.82 18 5/8 EHS Alb T1a 21.20 6.63 31 518 EHS Al Tl b 21.20 3.64 17 76.00 518 EHS Al T2 21.20 3.37 15 5/8 EHS Alb T2b 21.20 6.83 32 518 EHS Ala T2a 21.20 3.31 15 518 EHS Ala T2 21.20 3.39 16 518 EHS Alb T2a 21.20 6.85 32 5/8 EHS Al T2b 21.20 3.27 15 52.00 518 EHS Al T1 21.20 4.77 22 5/8 EHS Alb T1 b 21.20 6.32 29 518 EHS Ala T1 a 21.20 2.93 13 518 EHS Ala T1 21.20 3.04 14 518 EHS Alb T1 a 21.20 6.39 30 5/8 EHS Al T1 b 21.20 4.56 21 76.00 5/8 EHS Al T2 21.20 4.45 20 518 EHS Alb T2b 21.20 6.47 30 518 EHS Ala T2a 21.20 2.34 11 518 EHS Ala T2 21.20 2.42 11 5/8 EHS Alb T2a 21.20 6.43 30 518 EHS Al T2b 21.20 4.39 20 Copyright Semaan Engineering Solutions, Inc Y 5/1/2009 3:46:05 PM X Page 10 Load Case 60.62 mph Wind Normal To Face with Ice 60.62 mph Wind at 60 deg From Face with Ice 60.62 mph Wind at 90 deg From Face with Ice 70.00 mph Wind Normal To Face with No Ice Site Number: 6520 Location: Winchester VA, VA Code: TIA/EIA-222 Rev F Deflections and Rotations Copyright Semaan Engineering Solutions, Inc Y 5/1/2009 3:46:05 PM X Elevation Deflection Twist Sway (ft) (ft) (deg) (deg) 28.67 0.0354 0.0015 0.0306 52.00 0.0361 0.0001 0.0275 55.33 0.0383 0.0001 0.0424 58.67 0.0405 0.0000 0.0396 62.00 0.0428 0.0000 0.0429 64.50 0.0447 0.0000 0.0418 72.00 0.0502 0.0001 0.0401 76.00 0.0531 0.0002 0.0648 80.00 0.0588 0.0002 0.0971 84.00 0.0657 0.0003 0.0979 88.00 0.0722 0.0004 0.0986 92.00 0.0806 0.0005 0.1785 28.67 0.0359 0.0016 0.0259 52.00 0.0419 0.0002 0.0414 55.33 0.0447 0.0001 0.0594 58.67 0.0480 0.0002 0.0574 62.00 0.0512 0.0002 0.0598 64.50 0.0540 0.0002 0.0621 72.00 0.0617 0.0008 0.0578 76.00 0.0659 0.0013 0.0770 80.00 0.0725 0.0018 0.1078 84.00 0.0798 0.0023 0.1055 88.00 0.0874 0.0030 0.1179 92.00 0.0950 0.0033 0.0999 28.67 0.0354 0.0020 0.0180 52.00 0.0389 0.0023 0.0354 55.33 0.0414 0.0027 0.0524 58.67 0.0441 0.0032 0.0486 62.00 0.0470 0.0037 0.0508 64.50 0.0492 0.0042 0.0523 72.00 0.0556 0.0042 0.0464 76.00 0.0590 0.0038 0.0659 80.00 0.0648 0.0035 0.0943 84.00 0.0712 0.0033 0.0919 88.00 0.0779 0.0031 0.1092 92.00 0.0846 0.0030 0.0095 28.67 0.0324 0.0012 0.0337 52.00 0.0381 0.0001 0.0441 55.33 0.0415 0.0000 0.0620 58.67 0.0447 0.0000 0.0569 62.00 0.0482 0.0000 0.0595 64.50 0.0504 0.0000 0.0569 72.00 0.0579 0.0002 0.0558 76.00 0.0623 0.0002 0.0818 80.00 0.0694 0.0003 0.1171 84.00 0.0773 0.0003 0.1175 88.00 0.0856 0.0004 0.1182 92.00 0.0949 0.0005 0.1997 Page 11 • `J 70.00 mph Wind at 60 deg From Face with No Ice 70.00 mph Wind at 90 deg From Face with No Ice Site Number: 6520 Location: Winchester VA, VA Code: TIA/EIA-222 Rev F Copyright Semaan Engineering Solutions, Inc Y 5/1/2009 3:46:05 PM X 28.67 0.0309 0.0012 0.0243 52.00 0.0389 0.0001 0.0498 55.33 0.0427 0.0001 0.0686 58.67 0.0463 0.0001 0.0640 62.00 0.0501 0.0001 0.0648 64.50 0.0526 0.0001 0.0651 72.00 0.0607 0.0008 0.0602 76.00 0.0651 0.0013 0.0807 80.00 0.0722 0.0018 0.1147 84.00 0.0800 0.0024 0.1114 88.00 0.0879 0.0031 0.1243 92.00 0.0965 0.0035 0.1054 28.67 0.0313 0.0014 0.0183 52.00 0.0383 0.0014 0.0478 55.33 0.0420 0.0017 0.0665 58.67 0.0453 0.0020 0.0601 62.00 0.0489 0.0023 0.0611 64.50 0.0513 0.0027 0.0604 72.00 0.0588 0.0027 0.0543 76.00 0.0627 0.0024 0.0758 80.00 0.0694 0.0022 0.1076 84.00 0.0768 0.0020 0.1039 88.00 0.0844 0.0019 0.1220 92.00 0.0921 0.0018 0.0109 0.0000 0.0000 0.0000 Page 12 Site Name: Site Number: Engineer: Date: Design Loads (Unfactored) Compression/Leg: Shear/Leg: Win ter VA, VA NIK520 WLG 5/1/2009 Diameter of Prismatic Portion of Pedestal (d) Length of Pedestal (1): Height of Pedestal above Ground (h): Width of Pad (W): Length of Pad (L): Thickness of Pad (t): Ultimate Coefficient of Shear Friction: Allowable Compressive Bearing Pressure: Ultimate Passive Pressure on Pad Face: Allowable Capacity Increase: Strength Analysis of Soil Resistance Axial Capacities Allowable Compression per Leg: Compression Design Load/Compression Resistance Lateral Capacities Ultimate Shear Resistance: Ultimate Passive Pressure Resistance: Allowable Shear per Leg (FS = 2): Shear Design/Shear Resistance: 47.6 k 0.8 k 2.0 ft 3.0 ft 1.0 4.3 ft 4.0 ft 2.0 ft 0.30 3200 psf 0 psf 1.33 (Due to Transient Loads) 73.2 k 0.65 Result: OK 14.3 k 0.0 k 7.1 k 0.11 Result: OK Site Name: ester VA, VA Site Number: VW 6520 • Engineer: WLG Date: 5/1/2009 Design Loads (Unfactored) Uplift: Shear: Anchor Base Depth (d): Width of Anchor (W): Length of Anchor (L): Thickness of Anchor (t): Depth Below Ground Surface to Water Table (w) Soil Uplift at Base / Top of Anchor (B/T): Unit Weight of Concrete: Unit Weight of Soil Above Water Table: Unit Weight of Water: Internal Angle of Friction: Cohesion: Allowable Skin Friction of Pad Sides to Soil: Ultimate Coefficient of Shear Friction: Allowable Capacity Increase: Strength Analysis of Soil Resistance Buoyant Anchor Concrete Volume: Dry Anchor Concrete Volume: Buoyant Concrete Weight: Dry Concrete Weight: Buoyant Soil Volume above / around Anchor: Dry Soil Volume above / around Anchor: Buoyant Soil Weight: Dry Soil Weight: Weight of Concrete (Buoyancy Effect Considered): Weight of Soil (Buoyancy Effect Considered): T Allowable Uplift Resistance from Skin Friction on Length Face Allowable Uplift Resistance (FS = 1.5 to 2): Uplift Design Load/Allowable Uplift Resistance: Shear 15.6 k 21.3 k 6.5 ft 5.0 ft 5.0 ft 3.0 ft 20.0 ft 150.0 pcf 115.0 pcf 62.4 pcf 32 Degrees 0 psf 120 psf 0.30 1.33 (Due to Transient Loads) Ultimate Shear Friction Resistance Due to Normal Force - Uplift: Passive Pressure: Ultimate Passure Pressure Resistance: Allowable Shear Resistance from Skin Friction of Side Faces: Allowable Shear Resistance (FS = 1.5 to 2): Shear Design Load/Allowable Shear Resistance: 0 ft3 75.0 ft3 0.0 k 11.3 k 0.0 ft3 181.6 ft3 0.0 k 20.9 k 11.3 k 20.9 k 1.8 k 21.8 k 0.71 Result: OK 1.7 k 1871 psf 28.1 k 3.6 k 22.3 k 0.96 Result: OK • Document Approval Form PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL PLEASE INITIAL AND PROVIDE THE DATE AND TINE OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOT MEET YOUR APPROVAL PLEASE PROVIDE COMMENTS AS TO WIMT YOU WOULD LIKE TO HAVE COMPLETED. ENITIALS DATE & TIME i Candice Mary Dana Eric Mike John COMMENTS: Received by Clerical Staff (Date & Time): \) I I L U:Tam\Common\Document Approval Form.wpd Doug Ruwe Project Manager Site Development AMERICAN TOWER' 21307 Rio Oro Road Cornelius, NC 28031 704.975.6161 Mobile doug.mwe©americantower.com