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HomeMy WebLinkAbout08-05 Bowling Green Ridge - Exchange 100 ft. with 199 ft. Tower - Gainesboro - Backfile-r r Date: SITE PLAN TRACKING SHEET File opened Reference Manual updated/number assigned D-base updated File given to Renee' to update Application Action Summary CLOSE OUT FILE: (> o.S— Approval (or denial) letter mailed to applicant/copy made for file File stamped "approved", "denied" or "withdrawn" Reference Manual updated D-base updated (P,0 '05 File given to Renee' for final update to Application Action Summary U V3cr'd'ommon\'Irackinc Re, iced O2J0W03 rA SITE PLAN APPLICATION CHECKLIST The checklist shown below specifies the information 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 complete prior to accepting it. If any portion of the application is not complete, it will be returned to the applicant(s). (1) One (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: Frederick County Department of Planning & Development Department of GIS (Geographic Information Services) Frederick County Sanitation Authority Frederick County Building Inspections Department Frederick 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. V (3) Payment of the site plan review fee. (4) One (1) reproducible copy of the Site Plan (if required). li DATE RECEIVED FROM AJf L ADDRESS i `/ ! //I / )r•�, r1 FOR r AMT OF CASH ACCOUNT I I AMT PAID CHECK BAl ANCF I MONEv OR ER BY NO. 8093 DOLLARS $ Pagel of 4 Daniel Lopez From: Paula Figgatt [Paula.Figgatt@emp.shentel.com] Sent:Wed 8/3/2005 7:26 AM To: Daniel Lopez Cc: Lynda Burner; Ellen Dalmus; carolyn.niitchell@neniail.cingular.coin; Jim.Berard rr nemail.cingular.com; mcheran@co.frederick.va.us; Willy Pirtle; john.green2@cingular.com; Clif White Subject: RE: Wild Acres/Bowling Green. Attachments: Daniel, Thank you for your e-mail. As stated on my voicemail sent to you yesterday and verified this morning by Mark Cheran, Frederick County Zoning Administrator, Cingular does not need to obtain Site Plan Approval for this site. Shentel received site plan approval on June 27th, 2005. Cingular simply needs to present a compound drawing of the existing site showing the location of its pad, along with a tower load drawing showing the Cingular antennas (which can be in the form of construction drawings) and submit this documentation to Mark Cheran along with a check in the amount of $500.00. As advised previously, and confirmed this morning in a conversation with Mr. Cheran, Cingular does not have to submit its plans to the various County Departments for approval or have the Limited Power of Attorney executed. Although I concur that the Cingular's Zerkel (Luray East) and Opequon (Cedar Creek) towers have yet to be constructed, Shentel's Bowling Green (Wild Acres) tower has not been constructed at this time. On November 4, 2004, we applied to collocate on both these Cingular sites and have yet to receive any due diligence or been tendered a draft lease agreement to review, yet we have been overrun with frequent and demanding contractors for Cingular requesting information on the sites Shentel is still developing in Page and Warren County . We currently have to deal with five Cingular contractors - WFI, SBA, Lucent, Velocitel, and KCI Technologies on any given day requesting duplicate information on Shentel's sites. I believe if you want me to escalate to Mr. French or Mr. Morrison, they will more than understand our frustration in not receiving reciprocal treatment. If you would like to discuss this further, I request that you speak with Mr. Green and Mr. White to devise a plan of action to accommodate Shentel's requests to meet both our objectives in a timely manner. As you are aware, the lease agreement between Cingular and Shentel is in limbo until the new corporate counsel for Cingular reports for duty and becomes familiar with the situation. Mr. Jim Berard is working diligently to bring this to a conclusion that will be amicable to our companies. As Shentel and Cingular will be cooperating extensively in the future, we just want to be assured that Shentel will be allowed to obtain the information it needs to develop its collocations on Cingular sites as readily as Cingular expects to receive information from Shentel about its sites. https;//webmail.wfinet.com/exchange/Daniel.Lopez/Inbox/RE:%20W ild%20Acres_xF8FF_... 8/3/2005 Page 2 of 4 If you need anything further, please contact Lynda Burner. I was not attempting to side-step the Limited Power of Attorney issue; merely let you know that you did not have to go through all the work of preparing for Site Plan approval. Paula Figgatt Shentel PCS Site Manager (540)-984-3002 From: Daniel Lopez[mailto:Daniel. Lopez@wfinet.com] Sent: Tuesday, August 02, 2005 5:38 PM To: Paula Figgatt Cc: Lynda Burner; Ellen Dalmus; carolyn.mitchell@nemail.cingular.com; 3im.Berard@nemail.cingular.com Subject: RE: Wild Acres/Bowling Green. Paula: I'm not sure this got to you. Kindly reply. Daniel N. Lopez Site Acquisition Specialist Wireless Facilities, Inc. 1840 Michael Faraday Drive Suite 200 Reston, VA 20190 (P)703-563-7253 https://webmail.wfinet.com/exchange/Daniel.Lopez/Inbox/RE:%20Wild%20Acres_xF8FF_... 8/3/2005 Page 3 of 4 (C)703-944-6147 (F) 703-563-7200 E-mail: daniel.lopez@wfinet.com -----Original Message ----- From: Sent: Tuesday, August 02, 2005 5:32 PM To: 'Paula Figgatt' Cc: 'Lynda Burner'; Ellen Dalmus; 'Carolyn.mitchell@nemail, cingular.com'; Jim.Berard@nemail.cingular.com Subject: Wild Acres/Bowling Green. Paula: Thank you for your e-mail. I would have preferred a written correspondence from you instead. I would like to address the two (2) issues you brought up: 1) Shentel has received its Site Plan Approval and that Cingular only has to pull a building permit. You may want to check with Eric R. Lawrence Director for the Department of Planning and Zoning (e-mail: elawrenc@co.frederick.va.us)or speak to Mark R. Cheran (mcheran@co.frederick.va.us) about "minor" site plan review process, which is what Cingular has to go to for the Bowling Green/Wild Acres site because of the shelter being placed on the ground. Hence the reason we approached Shentel and Mr. Kenneth Poole about signing off on the Limited Power of Attorney that is part of the application. 2) You also mentioned that you were hesitant in giving Cingular a signed off Limited Power of Attorney due to Cingular not signing license agreements for the Lou Ray East and Buckton sites. However, it was you who sent the revised site plan on June 14, 2005 and I received a Tower Space Sublease Agreement on or around June 8, 2004 clearly indicating that Shentel wants Cingular to collocate on this site. At this point the likelihood of Cingular installing on a non-existent monopole is rather remote. I would propose to you that you allow Cingular to proceed forward to zone their install until the Lou Ray East and Buckton site situation is worked out. I formally request that Shentel assist with getting a signed limited power of attorney signed by Shentel or Kenneth Poole to move forward. If you are not the person I need to speak with then kindly forward me to Christopher French or Harold Morrison to work this minor issue out. I appreciate your prompt reply concerning this matter. Thank you for your attention. Sincerely, https://w ebmai l.wfinet. con-ilexchange/D ani el. Lopez/Inb ox/RE: %20W i ld%20Acres_xFBFF_... 8/3/2005 Page 4 of 4 Daniel N. Lopez Site Acquisition Specialist Wireless Facilities, Inc. 1840 Michael Faraday Drive Suite 200 Reston, VA 20190 (P)703-563-7253 (C)703-944-6147 (F) 703-563-7200 E-mail: daniel.lopez@wfinet.com Attention: Any views expressed in this message are those of the individual sender, except where the message states otherwise and the sender is authorized to state their to be the views of any such entity. The information contained in this message and or attachments is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. If you received this in error, please contact the sender and delete the material from any system and destroy any copies. https://webmail.wlinet.com/exchange/Daniel.Lopez/Inbox/RE:%20W ild%20Act•es_xF8FF_... 8/3/2005 SHENANDOAH MOBILE COMMUNICATIONS SITE NAME: BOWLING GREEN RIDGE F. 2 (REPLA IG EXISTING MONO OLE) 226 STONEY HILL ROAD GORE, VA 22637 NEW EQUIPMENT AND NEW ANTENNAS ON A NEW 195' MONOPOLE VICINITY MAP NO SCALE ,r z DRIVING DIRECTIONS FROM THE INTERSECTIONOF 1-81 AND ROUTE 37 AT EXIT 310. PROCEED NORTH ON ROUTE 37 APPROXIMATELY 5.3 MILES TO THE INTERSECTION OF ROUTE 37 AND ROUTE 50. PROCEED WEST ON ROUTE 50 APPROXIMATELY 9 MILES TO INTERSECTION OF ROUTE 50 AND ROUTE 688. PROCEED RIGHT (EAST) ON ROUTE 688 FOR APPROXIMATELY 1/4 MILE TO GRAVEL ACCESS ON THE RIGHT. TURN RIGHT AND BEAR LEFT THROUGH GATE AND UP THE HILL TO THE EXISTING COMPOUND. LAT.: 39°I5'59.93'.N LONG.: 78°I8'OL.53.' W (NAD 83) PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE INSTALLATION OF PCS EQUIPMENT, SUPPORT FRAMES, ICE BRIDGES, AND ANTENNA FRAMES AND CABLES ON A NEW MONOPOLE BUILDING CODE USE GROUP: U (UTILITY) CONTT. TYPE: TOWER - 2C 160 SQUARE FEET SITE NUMBER: SITE 084 SHEETINDEX SHEET II DESCRIPTION IREV.I WIT. T-I II TITLE SHEET I 4 MCL T-IA CONDITIONAL USE PERMIT SHEET I 4 I MCL C-1 I PROPERTY LOCATION MAP (BY OTHERS) C-2 II SITE PLAN (BY OTHERS) A-1 II ARCHITECTURAL SITE PLAN 4 MCL A-2 I TOWER ELEVATION / ANTENNA DETAILS L I MCL A-3 I SITE DETAILS I L MCL A-4 I SITE DETAILS 14 I MCL A-5 I FENCE DETAILS 4 I MCL E-I I GROUNDING DETAILS 14 I MCL E-2 II GROUNDING DETAILS L MCL E-3 GROUNDING PLAN AND DETAILS 4 MCL GN-1 I GENERAL NOTES 2 MNT GN-2 I GENERAL NOTES 2 MNT DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS 8, DIMENSIONS 6 CONDITIONS ON THE JOB SITE 8, SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. OTHER REQUIREMENTS FACILITY REQUIRES NO PLUMBING OR PARKING. PROJECT SUMMARY SITE NUMBER: CDM-05=. SITE NAME: BC":LING GREEN RIDGE SITE ADDRESS: 226 STONEY HILL ROAD GORE, VA 22637 APPLICANT: SHENTEL SHENANDOAH MOBILE COMMUNICATIONS P0. BOX 1-59 EDINBURG, VIRGINIA 2282L-028 PHCN6 5LO-98L-5123 PROPERTY OVtNERS: KENNETH C. POOLE 21L STONEY HILL ROAD GORE, VA 22637 8 NANCY L. POCLE 6273 NOR7HWES7ER PIKE GORE. VA 22637 PHGNE: 5L0-877-1538 ENGINEER: DYNATEK TELECOMMUNICATIONS L35 CREST 11EV" DRIVE TRANSFER, PA 1615L PHONE: 800.835.322L FAX: 721.6L6.138L CONTACT: MARK THOYPSON ZONING JURISDICTION: FREDERICK COUNTY TAX MAP NUMBER: 28-A-165 DEED BOOK 8 PAGE NO.: DEED OF GIFT BOOK 93L, PAGE 63L AND BOOK 931., PAGE 637 MAGISTERIAL DISTRICT: GAINESBCRO ZONING DISTRICT: RA - RURAL AREAS POWER PROVIDER: ALLEGHENY POWER PHONE PROVIDER: VEP.IZON APPROVAL LIST SITE AC ZONING R.F CONSTR. MANAGER NETWORK-TELCO NETWORK -POWER PROPERTY OWNER/REP FREDERICK COUNTY ZONING ADMINISTRATOR: DATE: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE `ti WSHE11iTEL, -DOAH MOBILE CO%IMUNICAT10N8 SH�, P.O. BOX L59 EDINBURG, VA 2282L-0280 (5LO) 9BL-5I23 Dynatek TELECOMMUNICATIONS SERVICES 435 Crestvim Drive Transfer, PA 16154 Pnonc 800-838-321-4 Fax: 724-646-1384 _. dy n atc{..tcl ccom. wm DYNATEK 4843 PRO). NO.: DRAWN BY: CHECKED BY: D.C.B. SUBMITTALS I .. 15/23/05 I:1O 1s coin', e -1-1 P=_v:ew issks scaE B:.P TO C-- 2 19/13/0L (REVISED FINAL I 19/9/OL (FINAL 0 18/1210L I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THA' THAT WHICH T LIEN-1 NAME IS (u!DAVlD'C. BAUDO No. 011187 6/5/O _ BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 O COU n RMCK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 January 13, 2005 Shenandoah Mobile Company Lynn D. Koerner PO Box 280 Edinburg, VA 22824 RG: CLIP n24-04 of Sbenandoab Mobile Company Property Identification Number 28-A-165 Dear Ms. Koerner: This letter is to confirm action taken by the Frederick- County Board of Supervisors at their meeting on January 1 _, 2005. Your Conditional Use Permit24-04 for a 199-Foot Commercial Telecommunications Facility, was approved with the following conditions: 1. A.11 Frederick County Zoning Ordinance requirements and revievA' agency comments sha11 be addressed and complied with at all times. 2. The tower stall be available for collocating personal vJrcless services providers. 3. A minor site plan shall be approved by Frederick County- 4. The tower shall be removed by the applicant or property owner .vithin twelve months of abandonment of operation. 5. In the evert a telecotnmu ications tower is not erected R'ifain twelve months of the approval of this conditional use permit, the. conditional use permit vvill be deemed to be invalid. 6. The existing teleconnraurucations tov✓er must be removed 90 days after the start of construction of the new 199-foot-telecommunications facility. 7. A certified Virginia engineer shall provide verification that the tower is designed and will be constructed in a manner that; should the tower collapse for any reason, the collapsed tower will be contained in an area around the tower, with a radius equal to or lesser than the setback, measured from the center line of the base Of the tower. S. Tower must be lighted to the specifications of the Winchester Regional Airport. If you have any questions regarding this action, please feel free to call this office. Sincerely, f '3 1 r - R- CheF , Zoning and Subdivision Administrator MRClbad cc: Nancy and Kenneth Poole, Jr., 6273 Northwestern Pike, Gore, VA 22637 Gary W. Dove; Gainesboro District Supervisor George Itriz and Charles Triplett. Gadnesboro Planning Commissioners Jane Anderson, Real Estate Commissioner of Revenue 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 TEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOA L59 EDINBU2G. VA 2282/.-0280 (5LO) 98t -5123 Dynatek TELECOMMUNICATION'S SERVICES 435 Crestvicv Drivc Transfer, PA 16154 Phonc: SOM38.32-14 Fax. 724-646-1354 — dynatcktciccom.com DYNATrK 4543 PROD. NO.. DRA111 BY: M.N.T. CHECKED BY D.C.B. SUBMITTALS L � 5/23/05 IYDa=SSED CMNTr -c;. e:J G"ti V1�SSIES 3 I/la/05 DED 0—: —s vor, = e Kc LE B:.v i0c-1 2 19/13/0t REVISED FINAL 1 9/9/0L (FINAL 0 18/12/0- ISSUED FCR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN DAVID C. BAUDO No. 011187 6/1'5/rJ'5 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: CONDITIONAL USE PERMIT SHEET SHEET NUMBER: T-1A TOWER ELEVATION .or N / VICINITY MAP 1'=2000' )) TO RFFCH. FROM INTERSECTKI4 OF INTERSTATE 81 AND ROUTE 37 AT EXIT }ID: PROCEED NORTH ON ROUTE 37 APPROXIMATELY 5.3 WLS TO ME INTERSECTION OF ROUTE 37 AND ROUTE 50. PROCEED MST ON ROUTE 50 APPROXIMATELY &9 MILES TO INTERSECT104 ROUTE 50 AND ROUTE ISM. PROCEED FAST ON ROUTE GM FOR APPROXIMATELY 025 MILS TO A GRAVEL ACCESS R= ON ME R%?0. FOLLOW GRAVEL A= ROAD FOR APPROXIMATELY 0.13 M:LS TO TOWER SOLE GFNERk NOTES 1. ME LEAS" AREA AND AL'CESS AND UPLIIIS EASEMENT ARE LOCATED ON PRC _RTY CUR_�NTLY D'SL.NATED AS FRrS­_-lCK COUNTY TAX PAR-? 28-A 165 AND CLRREN`LY OWNED BY 7rA HERS OF CHJ.� H KENNZ POOLS. SR 2. SITE PUN WAS PREPARED WITH ME BEJ.EFIT 6 A TITLE REPORT PREPARED BY -_ROAN k CO,EMAN, P.LC FILE] 32a56 3. THIS PRCPPI. 6 SL'B.,CT TO ALL R_'STA "S, EASEMENTS. OR R,QOS O NAY OF RECORD PFZDR To 'I::DATE or SEISES TUT. 4. ME UN;�JUS',D RATIO OF P.vC61G: FOR THS SLhNEY EXCET= I:1DD00. E. ELEVATIONS Air PASED ON I,SC&GS STATION 'STEPSENS' D.EV. - 781.35'. NC.D 29 G. BLENCH M RK 6 A ROD WITH A CAP. ELN.. 824.12'. NCYO 29 7. DCSTIlC PRO: ,Zi TY CO4TA'.NS APPROXIMATELY 122 ACRES. B. Z(X..N5 `LAIR CURRENT ZON\G: R1RL AREA RA PROPOSED USE.-125' U04OPCLE COMMUNICATIONS STRUCTURE (U4UT) RECU:R: D SETBA.- FRONT - 60' SLL - 50' REAR - 50' S. OWNER: ESTATE OF NANCY L & CHARLES 1I_ENNE'M POOLS JR 6273 NORTHWEST PIKE GORE, VnG1N:1 22637 (540) 877-1538 10. Lt'VELoPa GHENA.NDOW MOBIE COMPANY 121 SOUTH "" SPEEET P.O. BOX ,59 EDI-BURG. VA 22824-0459 (540) 954-4141 11. POWER COMPANY: AL E7-EAY POWER P. 0. Box 3200 W'NC?.-IL l VA 22604 (800) E54-3317 12. TFLPHO:E COMPANY: BELL ATLANTIC 2980 N. FARVIEW PARK DRIVE FULLS CML20H. VA 22Da6 (540) 954-62a2 13. THIS SITE DOES NOT LIE "MN A H.U.D. DSGNATED TOO YEAR FLOOD ZONE. la, HAD 27 VALUES FOR PROPOSED TOWER LATITUDE 3TI5'595a' LONCRUDC 71F18,05.60, 15. APPROX. TOWERBASE ELEV. - C96.0 FT. 16. M6 PUT REPRESENTS THE SURVEY OF ME PROPOSED LEASE AREA AND ACCESS EASEMENTS. THIS SURVEY WAS CONDUCTED BY ANDERSON & ASSOCIATES ON 5 SEPT. 1997 AND DOS NOT REPRESENT A COMPLETE BOUNDARY SURVEY OF THE POOLE PROPERTY. 17. IRON RODS SET AT ALL LEASE AREA CORNERS UNLESS OTHERWISE NOTED STATEMENI M APPROJN_ THIS SITE WAS APPROVED BY ME FREDERICK COUNTY BOARD OF SUPERVISORS ON JANUARY 12. 2DO5 UNDER CUP /24-04. SUBJECT TO THE FOLLOWING CONDITIONS: CONDITIONAL USE PERMIT 124-04 FOR A 199-FOOT COMMERCIAL TELECOMMUNICATIONS FACILITY. WAS APPRO%SD WITH THE FOLLOWING CONDITIONS: 1. ALL FREDERICK COUNTY ZONING ORDINANCE RCEOUIREMENTS AND REVIEW AGENCY COMMENTS SHALL SE ?DRESSED AND COMPUED WITH AT ALL TIMES 2. THE TOWER SHALL BE AVAILABLE FOR 00-LOCATING PERSONAL WIRELESS SERVICE PROVIDERS. 3. A MINOR SITE PLAN IS APPROVED BY THE COUNTY. 4. THE TOWER SAHLL BE REMOVED BY ME APPLICANT OR PROPERTY OWNER WITHIN ONE TWELVE MONTHS OF THE ABANDONMENT OF OPERATION. 5. IN THE EVENT A TELECOMMUNICATIONS TOWER 6 NOT ERECTED WITHIN TWELEVE MONTHS OF THE APPROVAL OF THIS CONDITIONAL USE PERMIT, THE CONDITIONAL USE PERMIT WILL BE DEEMED TO BE INVALID. 6. THE EXISTING TELECOMMUNICATIONS TOWER MUST BE REMOVED 90 DAYS AFTER THE START OF THE CONSTRUCTION OD THE NEW 199-FOOT .. TELECOMMUNICATIONS FACILITY. 7. A CERTIFIED YIRGINI4 ENGINEER SHALL PROVIDE VERIFICATION THAT THE TOWER IS DESIGNED AND WILL BE CONSTRUCTED IN A MANNER THAT, SHOULD THE TOWER COLLAPSE FOR ANY REASON. THE COLLAPSED TOWER WILL BE CONTAINED IN AN AREA AROUND THE TOWER WITH A RADIUS EQUAL TO OR LESSER THAN THE SETBACK, MEASURED FROM ME CENTER LINE OF THE BASE OF THE TOWER. B. TOWER MUST BE LIGHTED TO THE SPECIFICATIONS OF THE WINCHSTER REGIONAL AIRPORT. A'RMC\T DAn & LISA LYTTON iAX PARCEL 28-A-166 JUST 1 030020076 2CNED RA USE. RESOENTIr` 452t K. E AARD W 8 O;DA L DC•E TRUSTEES TRU TAX PARC:� 26-A-129 "ST i 03COOIE07 ZC.,ED RA Os AcaGULR;a 56 u99 K CNARLOT _ 6'JTLR MCK- C/o 51E----t1 BUTLER TAX PARCEL 0 B 761. PC 1512 ZONED RA USE AGRICULTURE 24 AC NANCY I 8 KENNETH C. P00%E JR. TAX PARCEL Z - -130 D? 931. PC. 63+ ZCNED RA USE AGRICULTURE 22.GOC AC. X PAR - D.B. 7a5 =C. 1213 ZCNED ?� USE = .4.•. : tp RAYMOND H. "YI-6 JEAN E ILLY -EA TAX PARCEL 28-A-131 D.E. 776. PC.5211 ZONED RA USE. AGRICULTURE 29.000 K CHARLES MSKLIN ADAMS TAX PARCEL .8-A-161C De 599, PC 535 ZCNED RA USE: RES:,"TAI I6.350 K. / CHARLES FRANKUN AD PARCEL 29-A-I L k KENN'I. C POD. JR 08 551, PC 871 iAx PARCEL 28-A-165A 2G'+ED RA 0 E. 779. PC. 699 USE: RES'DE`TTI,L 20NED RA 3.SW K. USE. RESIGL". 3.03794 K. NANCY L. & CHARLES KENNt H POOLE, SR. TAX PARCEL 2E-A-165 D.B. SE ?E JAL - \) 34 ZONED RA USE: RESIDENTIAL 12L.Sa'0 AC. P D 0 J C S' L_ RAYMOND H MAYHEW TAX PARCEL 28-A-132 D.B. 685. PG 824/5 ZONED RA USE AGRICULTURE 24.320 AC. / SITF PI AN 200 200 0 20C too 6.0 SME I' - 200' GARY R. HUNT SH-ILA J. HUNT TAX PARCEL 28-A-133 D.B. 672• PAGE 236 ZONED 92 USE: 41 1.050 K. S. JL'NE C SR SS KU,7 P.W. <_=:ESs SR. TAX PA?^__ 28-A-156 Ns 1 CCCOI;796 ZONED RA USF: AmGzCaTURE 225.26 :.,. ISS:C LEE LUiiRELL DUNE L LU -_! TAX PARCEL 213-A-157 0.3. 525. PC. 1015 ZONED RA USE AGRICULTURE 77.350 AC Q/1Q�AANDDERSON UU ASSOCIATES, ::« <` SHENTEL SHENANDOAH MOBILE CONINIUNICATIONS P.O. BOX 1-59 EDINSURG. VA 22E2L-0280 (5L0) 98L_S123 Dynatekl TELECOMMUNICATIONS SERVICES 435 Crc,wicw D.- Tmnsfa, PA 16154 Phone: 800-838-3224 F-: 724-646.1384 • WW.dynatckulccom.com DONATE}: :Sa3 PF201. NO.: DRAWN BY: CHECKED BY: SUBMITTALS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. BOWLING GREEN RIDGE SITE 08L 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: PROJECT LOCATION MAP SHEET NUMBER: Inc. C 1 EXISTING LEASE AREA _ SHENANDOAH MOBILE COMPANY TAX r 28-A-165 INST r 030001467 (4900 SO. FT. or 0.112 AC.) dtitia �* 158' DROP RADIUS L5 PROPOSED 195' MONOPOLE s EX. 125- MONOPOLE (UNLIT) ti 6� J 9' z 4—I EL CCLLUIM PAD, f nuu6ER IDIRECDON Lt IS 3S40'S6" E IDIS'fANCE 1 l2 IS GO'a]'06" E It69.6 1-61, t' 12' 9EW,CULAR GTE i UDL1 B BOMD U IS 03-12*06" E I t20J ' U IS ] 40'56" E I70.00' LS IS SE19'02" w L6 I N 'S6" 12000' Imm, 5VI9 L2 N SC 19'OI" E 17000' 6. EXISTING 25' INGRE S & EGRESS EASEMENT h _ — — — 50SLR_ NST 030001467 — — — _ E� I I S 50 19'02" W NANCY L. & CHARLES KENNETH I 400.18' I POOLE. SR. TAX PARCEL 28-A-165 D.B. 934 PG. 634 ZONED RA I USE: RESIDENTIAL 121.960 AC. I e I — — — — — - sLR.— — —— I �\ CHARLES K. POOLE JR. I �----- o TAX PARCEL 28-A-1658 / J ' I` D.B. 746 PG. 1243 I / 70' FOPLP nvD S 53'39'36" IN I ZONED RA I 374.41' USE: RESIDENTIAL co 5.000 AC. ? I / NANCY L. & KENNETH C. POOLE JR. �N f o "' _ n CO " TAX PARCEL 28-A-1 65A _� N Io I III Z / D.B. 779, PG. 699 C, "' n I I I EASEMENT FOR POWER I / ZONED RA z I"' I LINE POTOMAC EDISON I / USE: RESIDENTIAL I I -- I I COMPANY 3.03794 AC. ,' " D.B. 441 PG. 784ELEVI / I r I III I / L60 SLR. J III = 8 -----.--- WITH BENCH WITH CAP BENCH I / I I MARK = ROD STONY HILL AD (R RO (40' RW) APPROVED BY THE ZONING ADMINISTRATOR ZONING ADMINOPATOR DALE POWER POLE 372.66' (TOTAL) e S 53'43'26" W -- NUMBER DELTA CnORD BRG. TANGENT RADIDS IARD CN RD Ct 2—'OB" S aTt2'02" E 16.03 I]5�9 135.06 C2 59' IxI 5 3P5]'J6" E 42M ]5.25 00 MM T1.91 74.45 SITE PLAN 50 25 0 50 t00 150 SALE t• - 50' II POWER POlE _ .. POWER POLE I ASPHALT I So 60. QQAAN DDRSON ASSOCIATES, Inc �� �'SHEXTEI, SHENANDOAH MOBILE COMMUNICATION'S P.O. Box -'59 EDINBIRG. V[, 22e2L-0280 (5-0) 9BL-5123 Dynatek DYNATrK PROD. NO.: DRA\VN BY: CHECKED BY: SUBMITTALS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE_ ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. �6ALTB9.h - a S � RILE 0. AU]TM y LJc.m. na. i ua] BOWLING GREEN RIDGE SITE 08L 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: SITE PLAN SHEET NUMBER: C-2 EXISTING 12' WIDE CHAIN —LINK FENCE GATE EXISTING UTILITY BACKBOARD X X X X �E� x SUGGESTED POWER ROUTING _ (SHALL BE 12" l.11N. INSIDE FENCE) �i 7 7 T x EXISTING VERIZON CSC CABINET SUGGESTED TELCO ROUTING (SHALL BE 12- MIN. INSIDE FENCE) x W ARCHITECTURAL SITE PLAN EXISTING EQUIPMENT PLATFORM X X x EXISTING ICE BRIDGE (SHALL BE EXTENDED TO NEW MONOPOLE) EXISTING 6' HIGH CHAIN -LINK FENCE W/ 3 STRANDS OF BARBED WIRE ON TOP 1 x EXISTING ICE BRIDGE SHALL BE REMOVED EXISTING MONOPOLE TO BE REMOVED x i PROPOSED 195' MONOPOLE (FOUNDATION SHALL BE A MINIMUM OF 6' FROM EXISTING MONOPOLE FOUNDATION) V� x w PROPOSED SHENTL PROPOSED DUAL OSSRTUCTION LIGHTING "? ICE BRIDGE SYSTEM MANUFACTURED BY SABRE SITE SOLUTIONS. PART rC30-034-001 OR -'- APPROVED EQUAL I N x PROPOSED SHENTEL GPS ANTENNA 1 MOUNTED ON ANTENNA MOUNT `. PRIIURY _ _ RADIO 61TTERY I u0D CELL , CABINET I x I .. • GENERATOR• �T-T-T-T_T T T T T E E E E E E = E Et x x x x x x PROPOSED SHENTEL 10'x16' PROPOSED 12'x22' SHENTEL EQUIPMENT PAD LEASE AREA x PROPOSED POST MOUNTED WORK LIGHT (DIRECTED TOWARD CABINETS) 28'-3' 22'-0" x EXISTING VERIZON EQUIPMENT SHELTER x i 0 x EXISTING CONCRETE STOOP Y-7' x— m 7PROPOSED x x PROP STRAN (COM SHENTEL PPC RACK OSED 6' HIGH CHAIN -LINK FENCE W/ 3 DS OF BARBED WIRE ON TOP POUND EXPANSION) 2' 0 2' 4' 6' SCALE: < ` `SHENTEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOY, L59 EDINBURG. VA 2282L-0280 (50) 98L-5123 Dvnatek� DYNATEK 4S43 PROJ. NO.: DRA\\'N BY: NI-N.T. CHECKED BY: D.C.B. SUBMITTALS L 15/23/05 I 7'Ej55551E5JN iti b 41,-PO'T 3 I/IL/05 I ZDED Ot \RS P1011E c b sC:.LE B-P TO C-, 2 19/13/0L REVISED FINAL 1 19/9/0L FIN°.L 0 18/12/0L I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RE - S TO CLIENT NAME IS STR f , I u ' ED. u—/ DAVID C. BAUDO No. 011197 6115-10 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: ARCHITECTURAL SITE LAYOUT SHEET NUMBER: 1 A-1 PROPOSED DUAL OBSTRUCTION LIGHTING SYSTEM ANTENNA INSTALLATION NOTES; MANUFACTURED BY SABRE SITE SOLUTIONS. PART #C30-034-001 OR APPROVED EQUAL 1. AZIMUTHS OF ANTENNA SHALL BE AS FOLLOWS: PROPOSED LIGHTING ROD SECTOR 1=50' SECTOR 2=175" SECTOR 3=280" 2. SHENANDOAH PERSONAL COMMUNICATIONS REQUIRE A 3RD C2 SHENTEL PARTY CERTIFICATION FOR THE AZIMUTH & RAD CENTER +« ' OF EACH ANTENNA. SECTOR C - 280" SHENANDOAHMOBILECONI.\WNICATIONS 3. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA P.O. BOX 1-59 WITH A DIGITAL LEVEL. Al EDINBURG, VA 2282L-0280 (5L0) 98L-5I23 4. CONTRACTOR SHALL PROVIDE PHOTO DOCUMENTATION Cl THAT ANTENNAS ARE PLUMB. SHENTEL ANTENNAS SECTOR A - 50' Dynatek B2 TELECONLMLTNICATIONSSERVICES SECTOR B — 175' rr�-�-�� 435 Cresvicw Dnvc A2 Tmns(cr, PA 16154 Phonc: 800-838-3224 Fm. 724-646-1384 81 " u�vw dvnatcktd=om.com D7'NATEK 4843 PROD. NO. DRAq'N BY: ANTENNA ORIENTATION 1 CHECI:ED BY: D.C.B. in e EXISTING VERIZON ANTENNAS RELOCATED FROM z EXISTING POLE O SAME RAD CENTER (98') � c z U z w COAXIAL CABLE MINIMUM BEND RADIUS CABLE SIZE MINIMUM BEND RADIUS Z" I 10" lYa" 22" 1 e 28" OBSTRUCTIONS MUST BE BELOW 15"7 SUBMITTALS � r s. � o- t L S/2J/05 =o ESSEO COU>:l &:,i PT PEVIEV; ISSt ES 3 I I/IL/05 I mir_O o:nePs anc:, - c SCALE 6:.R TO C-1 MINIMUM OF 75 o OR 2 1 9/13/0L I REVISED FINAL 270" IN A SOUTHERLY DIRECTION GPS MINIMUM SKY VIEW REQUIREMENTS 9/9/0L (FINAL 0 18/12/OL I ISSUED FOR REVIE\'J T COAX BEND TABLE 3 GPS ORIENTATION DETAIL 2 THE INFORMATION CONTAINED IN in THIS SET OF DOCUMENTS IS o PROPRIETARY BY NATURE. ANY v USE OR DISCLOSURE OTHER THAN 0 THAT WHICH RELATES TO CLIENT o NAME IS ST 9 7ED. Up a V� PROPOSED SHENTEL GPS ANTENNA MOUNTED ON ICE BRIDGE SUPPORT POST PROPOSED SHENTEL EQUIPMENT PAD PROPOSED SHENTEL ICE BRIDGE ;EXISTING EQUIPMENT SHELTER a Edam w I' a's E' 3 EXISTING GRADE i>J �r -3Y.� r�yq y2•L Z h""x7 ct 7 7L y7 'v �uY) 7YJJ.J ya> x .r>> x � � .r yi.-r5�7�. yY 2<7 7 >c b7l I1-1< �?-• 7y .. �S ':� SECTOR 1 I SECTOR 2 SECTOR 3 COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE i LENGTH (FT) TRX RX TRX RX TRX RX ANTENNA JUMPER FLC 12 50J 1 /2' Cl C2 FLC 12 50J 1 /2" Cl C2 FLC 12 50J 1 /2" Cl C2 6' 1 6' 6' 6' 6' 6 MAIN CABLE 1 5/8" 225' 225' 1 5/8" 225' 225' 1 5/8" 225' 225' EQUIPMENT JUMPER FLC 12 50J 1/2" 4' 4' FLC 12 50J 1/2„ 4' 4' FLC 12 50J 1/2 4' 4' CABLE COLOR CODE Cl YELLOW BROWN WHITE I C3 I RED BROWN WHITE C5 GREEN BROWN WHITE C2 YELLOW WHITE WHITE I C4 I RED WHITE WHITE C6 GREEN WHITE WHITE ANTENNA RV65-19-OODP RV65-19-OODP RV65-19-OODP RADIATION CENTER 195' 195' 195' MOUNT TYPE PROFILE ANTENNA PLATFORM MC-PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC-PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC-PA12S-9-72 AZIMUTH 50 DEGREE 175 DEGREE 280 DEGREE DOWN TILT 0 DEGREE 0 DEGREE 0 DEGREE � Gf� U DAVID C. BAUDO No. 011187 BOWLING GREEN RIDGE SITE 08L. 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: TOWER %va.>a.. cS c..� .ya 5< 5 c �e �xc4, < 7`'�.v ..��, rr $ - 1 r- i m c�L :/�, Y s< ✓<� �� ELEVATION/ ANTENNA DETAILS EXISTING CHAIN LINK FENCE WITH STRANDS OF BARBED WIRE SHEET NUMBER: 0 6' SCALE: /-� A — 1 1H1 G TOWER ELEVATION 5 CABLE CODING SCHEDULE 4 1 5/8" UNI—S- SECURED TO P( WITH U—B x UUNCKtIL rUUIINU NOTE: THE METER BACKBOARD SHALL BE CONSTRUCTED IN A SIMILAR FASHION. PPC BACKBOARD DETAIL E ADJUSTABLE CO —LOCATION MOUNTING PIPES AS MANUF. BY tiC—PA12S-9-72 OR APPROVED 00 I I� co I 00 N PROPOSED GPS ANTENNA o I N I n i l Ln WAVEGUIDE ICE BRIDGE 1'- 2- POWER CONDUIT TO POWERHOUSE 2" POWER CONDUIT FROM METER UNIT 2" TELCO CONDUIT TO BTS UNIT AND 2- TELCO CONDUIT FROM TELCO DEMARC EMERGENCY GENERATOR PLUG LOCATION 3 "-- 2'- 1 ' - 3" 1" LIQUID TIGHT FLEXIBLE CONDUIT FOR GROUNDING (TYP.) PROPOSED EMERCENCY GENERATOR LOCATION (VERIFY LOCATION WITH SHENTELS C.M.) xCL 0 0 a �� U 0 2" TELCO CONDUIT FROM PPC TO BTS UNIT 2" POWER CONDUIT FROM PPC TO POWERHOUSE 1'-5"--o- SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 1.59 EDINBURG, VA 2282L-0280 (5L0) 984-5123 Dynatek TELECO%lNfUN'ICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3^_24 Far: 724-676-13S4 —Aynatektclecom com DYNATE: 4843 PROI. NO.. DRAWN BY: Nf N.T. CHECKED BY: D.C.B. �- 6" c SUBMITTALS I I L. i 5I23/05 1:.o�e_sseo COUNT', s ai?'P aEv�E,•: �sseS j 11/IL/D5 SCE io C-1 2 1 9/I3/OL IREVISED FINAL 1 ( 9/9/0L 1-FINAL 0 1 8/12/0L ISSUED FOR REVIEN: EQUAL. 10, - NOTE: GROUNDING LEADS ON EQUIPMENT PAD MUST BE SECURED. ANTENNA MOUNTING DETAILS 2 EQUIPMENT PAD LAYOUT DETAIL THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRI T OHIBITED. �tiA 1 0�' 4! o D.AVID C. BAUDO No. 011187 `412r-g�Tl'�� BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-4 I 1Y," MINIMUM DIA. PIPE, PER ASTM-F1063 2 1/2" DIA. SCHEDULE 40 3 STRANDS OF BARBED WIRE (WELDED FRAME GATE DIAGONAL GALV. LINE POST, PER ASTM-F1083, CONSTRUCTION) 1Y2" DIA. PIPE EQUALLY SPACED ® 8'-0" c— TIE WIRE, MIN. 11 GAGE GALV. STEEL AT POSTS AND RAILS WITH 1 8'-0" 8'-0" DOUBLE SWING CATE — OPENING WITH VARIES, SEE PLANS 8'-0" TYP. HOG RINGS SPACED © 24" c—c 3/8" DIA. ADJUSTABLE CONTRACTOR SHALL INSTALL A 4" DIA. SCHEDULE 40 TOP RAIL & BRACE RAIL TRUSS ROD TYPICAL BOTH ^ ^ C SHENTn L PROVIDED STYMIELOCK L/- GATE POSTS r 1)l" PIPE, PER AS M—F1053 SIDES OF GATE. \\ II 3- DIA. SCHEDULE 40 CORNER POSTS SHEHTEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG, VA 22824-0280 1540)984-5123 ,.;y,,`. ,Y` .-. _ X. ^ yv' y j..:// .� S,-y- ,yyy/rv/ y,' �v �. ",�, "`'�,'�.,\�: '•. i" - y- '%?rh �. .Y� r 1', v 7 Y` :;'Y �•",'��-.l`��.-,�.'��,7''V.� �i>`�>'''-� y�rr' y .�' �,�,,f�., '.>�,>>�..it ,>.'" >r ��.;jk .-Z�:\.' ��.`: %f. ���i �. y..,>r.ryyr V.r�l "�..>�'✓�'• Spy✓ STRETCHER BAR .!✓ ?r.' fn,.✓~'.1>yT^" �,� ..a'>^ y"' %>,''.�''Y :��. \ . \` rti FINAL GRADE SHALL BE '> ✓,y:'/�V,l'r.,>! ,/✓v'>'!�✓Y. > �E,��}' Sv�,•r./ y. , �1 ;r ,?'> >--✓'Y' 3h 1 DIA. BRACING �'1.�,v�$ �>'/..,r•.",?' •';>'` v. .• y� , V"'"..', \,' _ UNIFORM AND LEVEL :.r> .v,�>^'vv'.:>' y�'' J'Y.r,'. ;;.?'" J " r,. •>,>>'>' ,�r.•>>''. ' >�r ,✓.%'. -. .>^ ;.>.,.y rr. �,.^ ,,, .v^r RAIL BETWEEN ALL Dynatek ."r %; r �>>v \.� v sue'":✓r.v>,%/.'.>t ...,>" CORNER POSTS AND ry ' ✓� ✓ Y '' ADJACENT LINE POSTS DUCK BILL OPEN GATE r'.. w. �i� % l !/'r� Z ��� �v t y ✓f BE FIELD VERIFIED. /�� ".>/v FENCE FABRIC. 9 GAGE, 2 ..}': \ �^.. \ `y;• ` �� "S>"J `�\ �� �. _ ``. ,.: y-✓rr"✓ /�, INCH MESH. PER ASTM-A392 435 Cmstvim Dtivc �``x;`��`:�, �`,�"�y� i'"' � j , y � ,%� J'." �, ,.,, , , ..} �''�'�,,� .: -'f✓. r % / �>'�>•r:-�•~ :yi.:. ��^� y% ✓ 'r .'��/v"-.�:�'.`ti'`�"`�.-^. '�. -'``, /'✓���'� 1 " '� >-.,,v^•-,\''y. >-.^ `;�,7� �`y:^ r � .'' > ✓' i✓/. y? J f/ \�' �:1.`�.-.-.�, r ✓ j �� r X1 MAX. CLEARANCE ct, 0- 16154 .:.> vti�P r. .r �y'x.. �;.4 4`�y.. ">�.?.•J. _✓� / %^>y-,/,y'✓✓+v:/'.� �t�v .r•..'�;�'...•` ;..^,. y .y!�'.�✓,/,/l ;��y'�✓ ��� �, �r`r.'�'�:}S ^.. �" 4,." ;�-.:�'.� ..� .>.r''.? ✓'"G.'v � _ y.J ..1. ✓� ..nir"v✓V�✓>'k' k Y,,l�\ •-Y`l}..`w.,"`;-< �, •/� .1...•r, /% . >/f,.>'.r/ � ' NOTES' Pho..:Phonc. 500.375-7 _a :�' . y ,.�...:' L.,-Y ✓ - tom- ✓ %! , rr'� r ^^✓.. /' �'�, �'`...�,1 . tivv.,� ,•'l ,,•,i- ✓ :-✓./ v ->" l''.. . y,,..s�'-\•.�'•�.`,;..�..��..�`.`:'�-\: ,.X>>!.tiy.. ✓r;,ti,yy'v, i�r'y`5`~y f�.•.>-r: ✓,.% >' ,�:^:.-..��^.. •.\"...�\^ ✓: .r^�/, //,%:'�/v/.. ..,;� -567. azF72a-6.7G-13Sa 1.INSTALL FENCING PER ASTM F �,.-�.,..,;., -t-- ;.,a ---s;.�-,ra•- -�r,.,i^..cLy - ( :.o�:,� - �t;�';; 41Y;;;�n�:+�,�,+..::, n.r— '�'-:. 2.INSTALL SWING GATES PER ASTM F-900. u��u•.dynatelaeleeom.eom � - � � � ,;,.�y Y _ T\ � �` LTENSION WIRE, 9 GAGE 3.LOCAL ORDINANCE OF BARBED WIRE PERMR REQUIREMENT SHALL BE COMPLIED IF REQ'D. lJ, `,. -�.�•. •-....:.,� `.., 2" ABOVE GRADE DI'NATEK 0 1 5/8" DIA- SCHEDULE 40 0~ a u ~ LW_ - o ¢ 4. POST &GATE PIPE SIZES ARE INDUSTRY 4S43 1 BRACING RAIL, TYPICAL BOTH 1%" DIA PIPE, GATE PROI.N0: h,. ;,� , . ;.� "MTS" MULTI -LOCKING FRAME INTERIOR ,�`, `•' `" 3e" DIAGONAL ROD WITH GALV. STANDARDS. ALL PIPES SHALL BE 1)Z" GALV. SIDES OF GATE. \ ?;: _ DEVICE MT-C677, �6 I STEEL TURNBUCKLE OR DIAG. (HOT DIP, ASTM A120 GRADE 'A' STEEL) BRACING ;<' • I THREADED ROD ALL FRAMES SHALL BE WELDED. DRART BY: AI.N.T. GEOTEXTILE FABRIC GATE POST CONCRETE `� I CORNER POST CONCRETE ALL WELDING SHALL BE COATED WITH (3) I-8' Dot 12- FOUNDATION (3000 psi) 12" LINE POST CONCRETE \ FOUNDATION (3000 psi) I f COATS OF COLD GALV. (OR EQUAL)- �' 2" FINISH & 4" COMPACTED 8" DIA DLt DAA. FOUNDATION (3000 psi) ==III 114--- 8 D4l 12 DLL —I I— 5. ALL OPEN POSTS SHALL HAVE END -CAPS. CHECi ID B1': D.C.B. 95% BASE MATERIAL, DEPTHS 6. USE GALVANIZED HIG-RING WIRE 70 MOUNT MAY VARY AS DETERMINED ALL SIGNS. BY CONSTRUCTION MANAGER 7.ALL SIGNS MUST BE MOUNTED ON INSIDE SUBMITTALS OF FENCE. 4 5/23/05 Dor_ss=Ocounrrz.;.rzro> REVIEW =ES 31 1 /14/05 I ADDED OWN_?S'-ONE: L SCAL= EAR M C-i 2 1 9/13/04 I REVISED FINAL 1 19/9/04 FINAL TYPICAL FENCE AND GATE DETAIL 1 0 3/12/04 I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELAT T NT NAME IS STRCTLY Fi p r'•r UO DAVID C. BAUDO No. 011187 EXTENSION ARM WITH 3 CADWELD (TYP.) CADWELD �{ STRANDS OF BARBED WIRE SEE NOTE RING GROUN RING GROUN 3 & 4 #2 AWG BCW #2 AWG BCW j TOP RAIL #2 AWG BC Wy ' CADWELD (TYP.)BLE TO #2 AWG BCW I #2 AWG BCW I VERTICAL POST BOWLING GREEN POST RING GROUND#2 AWG BCW (MIN 18- BELOW ROUGH GRADE) CABLE TO CABLE VERTICAL CO NECTEDT NOT CONNECTED 7�77� NOTE: CADWELD TO RING TO RING RIDGE OUTSIDE FACE 1. THE 2 AWG, BCW, FROM THE RING GROUND SHALL BE NOTE:' SITE 084 OF FENCING CADWELDED TO THE POST ABOVE GRADE. 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND 226 Stoney Hill Road 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED Gore, VA 22637 EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR 3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO SHEET TITLE: EXOTHERMIC WELDING. FENCE p_ 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING 7 7�77�7(X�.7 TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. GROUNDING DETAILS SHEET NUMBER: A-5 EXTENSION ARM INSTALLATION DETAIL 141 FENCE GATE GROUNDING (IF APPLICABLE) 3 FENCE GROUNDING (IF APPLICABLE) 121 FINISHED GRADE, AC OR CONC PAVING MATCH TRENCH SLOPE AND THICKNESS OF EXISTING _ c ELECTRICAL CONDUIT (MIN. 3" PVC SCH 40) WHERE APPLICABLE 6" MIN. TYP, METALLIC WARNING TAPE UNDISTURBED ----------------------------------------------------------- #2 BARE TINNED COPPER WIRE _ (EQUIPMENT GROUND RING) I a I (TYPICAL FOR 6) j EMERGENCY < TOWER BOTTOM I GENERATOR COAX CABLE GROUND BAR 1 4 GROUND KIT i .� LOCATION OF GROUND ATTACHMENT SPEC. 1 4, , I #6 STRANDED TINNED WIRE TO INSTALLATION I c , _ V I I I ,TOWER TOP GROUND BAR il? RARE TINNED COPPER WIRE( I < _ .6 I c #6 STRANDED TINNED WIRE 1 G a I 4/0 STRANDED COPPER WIRE ll2 BARE TINNED COPPER ` (GREEN THWN INSULATION) 92 BARE TINNED COPPER WIRE " BATTERY PRIMARY RADIO d MOD CELL #Z BARE TINNED COPPER WIRE — I CABINET C ,� i I I I < CABINET _ < Dl 'ATEK #2 BARE TINNED COPPER WIRE < y - < PROD. NO.: 4943 NOTE TO CONTRACTOR: I I BARE TINNED COPPER WIRE( < I INSTALL PULL BOXES ON RUNS EXCEEDING (4) 90- BENDS PER NEC ` 1 DRa vN BY:S.\.T. STANDARDS. - -'2 BARE TINNECi CONDUIT SEPARATION TO BE VERIFIED WITH LOCAL UTILITY CO. COPPER WIRE CHECKEDBY: D.C.B.L-1-1 CONTRACTOR TO INSTALL DB60 NYLON PULL STRING IN POWER AND `_______I _`_I _______� I_______________� 1 M,ETER DI CE PPC TELCO CONDUITS. CONNECT GROUNDING SYSTEM BRIDGE CABINc15 � E �_. SUBMITTALS A MINIMUM OF 1' OF STONE DUST REQUIRED IN BACKFILL. --10" 8 2-1 T ANTENNA COAX GROUND KIT (3 SECTORS) 8'-6" 6" Z'-3" L 15/23/05 s.Es'.:'Y a ::T 3 I/IL/O5 'DD;D 0':.:ERS "M Z: e 6 SC:.LE 8_R TO C-i TELCOIPOWER UTILITY TRENCH DETAIL 121 GROUNDING DIAGRAM 1 2 9/13/0L (REVISED FINAL PROPOSED I 9/9/0L IFINAL w— r ANTENNA (TYP.) 0 16/12/0L I ISSUED FOR REVIEW ICE BRIDGE POSTS m PRIMARY ` RADIO MOD CELL d CABINET ` c a c #2 BARE TINNED COPPER WIRE ICE BRIDGE LAYOUT COMPACTED BACKFILL PER SPECIFICATION EARTHWORK OR CLEAN CONCRETE TELCO CONDUIT (MIN. 3" PVC SCH 40) WHERE APPLICABLE ICE BRIDGE BATTERY CABINET a °a _ ° c Qe EMERGENCY ,` , GENERATOR 2" TELCO CONDUIT EMERGENCY GENERATOR PLUG LOCATION 2" A.C. CONDUIT (GREEN RTHWNuINSULATION) TO TOWER STEEL 5 ANTENNA GROUNDING DETAIL 8" DIA. x 24" DEEP INSPECTION WELL P.V.C. SOIL PIPE WITH CAP OR EQUIVALENT EXISTING GRADE '2 AWG SOLID TINNED COPPER WIRE TEST LOOP EXTENSION 3/4" CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2" OF TOP OF GROUND LOOP WIRE —' .I I!-1 I I-1 I I=i I I- � —I i =lil=1 1 1=1 � I_ ► kX JUMPER N -1 I ,_, I —I II I I I I I I I I-1 ANTENNAS 2 C -1 1 I I—! 11-1 I I— i IUND KIT m 1 #2 SOLID TINNED 10 COPPER K CABLE GROUND BAR CADWELD (TYP.)#2 AWG SOLID TINNED COPPER WIRE CADWELD (TYPE-GT) TO 5/8" DIA. x 10' LONGCONNECTION ROD COPPER CLAD GROUND RODGROUND CADWELD WIRE N) UND BAR 41 GROUND TEST WELL DETAILS RD WH IS ' G, DAVID C. BAUDO No. 01I187 6/1a /"5 BOWLING GREEN RIDGE SITE 084 220 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-1 3 IN 3" CONDUIT FROM POWER UTILITY. 90' ELBOW AND RISER SHALL BE PVC SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) FINISH GRADE 4" CONDUIT FROM TELCO UTILITY. 90' ELBOW AND RISER SHALL BE PVC - SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) CSC CABINET 2" PVC FROM CSC CABINET (QUAZITE HANDHOLE) 2" PVC FROM POWER UTILITY PRIMARY RADIO MOD CELL CABINET 2" PVC TO PPC BTS RADIO CABINET 2" PVC TO PPC BTS POWER CABINET EMERGENCY GENERATOR PLUG LOCATION TELCO POWER BATTERY CABINET u z MECHANICAL CONNECTION J. n GROUND RING #2 AWG BCTW GROUND ROD COPPERWELD 5/6"Ox10'-0" LONG Illy', E ; GROUND ROD DETAIL MECHANICAL TYPE CONNECTION GROUND BAR ON WALL OR ON ANTENNA TOWER DETAI 6, E-2 500W QUARTZ LIGHT. ORIENT TO SHINE ON EQUIPMENT UTILITY RACK SUPPORT POST ON/OFF SW(TCH CFI DUPLEX RECEPTACLE I 2 I WORK LIGHT DETAIL #6 AWG FROM ANTENNA CABLE GROUND KIT MECHANICAL TYPE CONNECTION TO BE USED WITH 44 AWG BCTW TO BUILDING OR GROUND RING CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS ELECTRICAL RISER DIAGRAM 4 1 GROUND BAR DETAIL 3 117z�' 'rM 5 3/4" o 7/16" 0 0 2 ° ° 0 0 ° ° p-� 0 0 0 0 ° ° 1 0 0 / i. LEGEND 1- COPPER GROUND BAR, Y4"X 4"X 20". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2- INSULATORS. 3- 5/8" LOCKWASHERS. 4- WALL MOUNTING BRACKET. 5- 5/8-11 X 1" H.H.C.S.BOLTS. FROM ANTENNA JUMPER REQUIRED ONLY WHEN 1 1/4"4 AND LARGER (TYP.) CABLEWAVE CONNECTOR" WEATHERPROOFING KIT (TYP.) SHENTEL SEEN ANDOAI IMOBILE COMMUNICATIONS P.O. BOX L59 EDINBURG. VA 2282L-0280 (SLO) 98L-5123 Dynatekl TELECONihfUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 900-83S.32-14 Fax. 724-G46-1384 —AynncLicleeom.com DYNATEK 4S43 PROJ. NO.: I DR.UVN BY: It.N.T. CHECKED BY: D.CB. SUBMITTALS 1. /23/05 aoaessro COUNTY eciE.e 1 5iis 3 I I/IL/05 I:4JOED O'h'�""-' c B SC: LE B: a To C-1 2 9/13/OL REVISED FIN.'�L I 1 9/9/01. (FINAL 0 18/12/0L (ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICT,'-21�1lTED. U DAVID C. BAUDO 4/0 STRANDED COPPER WIRE THWN INSULATION) No. 011187 NOTE: DO NOT INSTALL CABLE GROUND KIT TO TOWER (GREEN TOP COLLECTOR GROUND BAR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. l,y pt?�11 L Imo" GROUND BAR WEATHERPROOFING KIT, CABLEWAVE BOWLING GREEN (TYP.) °� RIDGE STANDARD �CABLEWAVE GROUND KIT (TYP.) O O O SITE 084 (SEE NOTE) 226 STONEY HILL ROAD O O GORE, VA 22637 SHEET TITLE: ANTENNA CABLE TO CABLE TRAY (TYP.) _ GROUNDING 6 AWG TWO HOLE LUG TO BE USED WITH #4 BARE TINNED DETAILS COPPER WIRE TO GROUND RING —HARGER BUSS BAR SHEET NUMBER: MOUNTED NEAR/BELOW ANTENNA E 2 STANDARD GROUND BAR DETAIL 1 7 1 GROUNDING DETAIL 1 6 1 INSTALLATION OF GROUND WIRE TO TOWER BOTTOM GROUND BAR 15 4 1 8 I I II I to it 5 11 I PRIMARY RADIO E.TTERY M00 CELL C:51NE7 CABINET EMERGENCY GENERATOR 1 14 3 ELECTRICAL. SYMBOLS ABBREVL•1TIONS �x GROUND TEST WELL WITH GROUND BAR ® GROUND ROD WITH ACCESS AWG AMERICAN WIRE GAUGE BCTW BARE COPPER TINNED WIRE XIT GROUND ROD GPS GLOBAL POSITIONING SYSTEM ® GROUND ROD PCs PERSONAL COMMUNICATION SYSTEM Q DISCONNECT SWITCH PPC POWER PROTECTION CABINET Q METER ON METER/BREAKER UNIT PRC PRIMARY RADIO CABINET RWY RACEWAY CIRCUIT BREAKER TYP• TYPICAL RGS RIGID GALVANIZED STEEL GEN GENERATOR EMT ELECTRICAL METALLIC TUBING DWG DRAWING MECHANICAL TYPE CONNECTION IGR INTERIOR GROUND RING (HALO) ACCA ANTENNA CABLE COVER ASSEMBLY CADWELD TYPE CONNECTION MIGB MASTER ISOLATED GROUND BAR CIBGE COAX ISOLATED GROUND BAR EXTERNAL ---- GROUNDING WIRE BITS BASE TRANSMISSION SYSTEM —�I — CB INTERLOCKING MECHANISM GEN GENERATOR GR GROWTH SICW STRANDED INSULATED COPPER WIRE KEYED NOTES: O GROUND RING SHALL CONSIST OF ;'2 AWG SOLID BARE TINNED COPPER WIRE BURIED 36" BELOW FINISHED GRADE OR 6" BELOW FROST LINE. O p,2 AWG INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING, (FOR LOCATIONS SEE DETAIL ON SHEET A-4) O INSPECTION WELL. VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER. O 5/8" COPPER CLAD GROUND ROD, MAX SPACING: 10'-0- O.C. O5 °2 AWG COPPER GROUND WIRE. USE CADWTLD 717E CONNECTION TO ICE BRIDGE POST. © _2 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOLID COPPER CONDUCTOR FOR UTILITY METER (NOT SHOWN) O7 1/4" X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR. © 1/4' X 4" X 20" TINNED COPPER (UPPER) TOWr=R GROUND BAR. O 1/4" X 4" X 20- TINNED COPPER (LOWEER) TOW✓EER GROUND BAR MOUNTED ON TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES. 10 #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) i1 TEST WELL WITH GROUND BAR (2 TYPICAL) "2 AWG SOLID BARE COPPER TINNED WIRE TO EQUIPMENT GROUND RING WITH TINNED SOLID COPPER CONDUCTOR TO GROUND BAR INSIDE CSC CABINET t� #2 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOLID COPPER CONDUCTOR TO CSC CABINET 14 EMERGENCY GENERATOR PLUG LOCATION NOTES: 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW) GRADE SHALL BE THERMAL WELDS AT GROUND RODS AND AT A MINIMUM OF 30" OR 6" BELOW FROST LINE. WHICHEVER IS DEEPER. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 3. ALL GROUND WIRE SHALL BE i,'2 AWG SOLID BARE COPPER TINNED UNLESS NOTED OTHERWISE. 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT. 6. EACH EQUIPMENT CABINET SHALL BE CONNECTED TO THE GROUND RING WITH #2 AWG INSULATED STRANDED COPPER WIRE. SEE DETAIL 1 ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS. 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR 8. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 9. ALL CADWELD CONNECTIONS SHALL BE INSTALLED UTILITIZING THE PROPER CONNECTION/TOOL AND MATERIALS FOR THE PARTICULAR APPLICATION. 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF 3/8" DIAMETER AND SHALL BE STAINLESS STEEL. 11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 12. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. 13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. 14. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT. 15. ALL GROUND LEADS (ABOVE GROUND) WILL BE PLACED IN 3/4" LIQUID TITE FLEXIBLE CONDUIT, WITH THE EXCEPTION OF THE GROUND LEADS GOING TO BOTTOM TOWER BUSS BAR WHICH WILL BE IN RIGID PVC 16. ALL CONDUITS THAT LAY ON EQUIPMENT PAD SHALL BE SECURELY FASTENED DOWN TO CONCRETE PAD. :: SHEHTEL SHENANDOAlI MOBILE COMMUNICATIONS P.O. BOX 1-59 EDINBURG, VA 2282L-0280 (540) 98L-5123 Dvnatek DYNATEK 4943 PROJ. NO.: D 11-1 BY: I.N.T. CHECKED BY: D.C3. SUBMITTALS L 5/23/OS I''x°'sseo Ccn.m e _ ,P T R_s ISS IES SC:.L_ B_R TO C-I 2 1 9/13/OL (REVISED FINAL 1 9/9/0L IFINlL 0 8/12/OL (ISSUED FOR REVIEW THE INFORMATION CONTAINED IN USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRIC�2.]TED. o���HL� n OF Gf u AVID C. BAUDO No. 011187 _ BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING PLAN & DETAILS SHEET NUMBER: E-3 STANDARD EQUIPMENT GROUNDING DETAIL NOT TO SCALE GENERAL NOTES: SITE WORK: CONCRETE: 1. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION. AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN ALL THE DRAWINGS, SPECIFICATIONS, SCOPES OF WORK, BILL OF MATERIALS, AND ANY OTHER DOCUMENT ISSUED BY SHENTEL 2. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS. SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES. 3. ALL MATERIALS SUPPLIED BY THE OWNER, OWNER'S REPRESENTATIVE, AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER MANUFACTURER'S RECOMMENDATIONS. 4. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF/ HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF WORK INTENDED FOR THE PROJECT. THIS WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 5. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING THE RELATED WORK. ANY MINOR ERRORS OR OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS, DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 6. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. ANY EXCESS MATERIALS WILL BE RETURNED TO THE OWNER'S REPRESENTATIVE AND DELIVERED TO THE WAREHOUSING FACILITY PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE 7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO A NOTICE TO PROCEED (NTP) HAS BEEN ISSUED AND A PRE -CONSTRUCTION MEETING AT THE SITE HAS TAKEN PLACE 8. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN ONE-YEAR WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM THE OWNER. 9. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER ON SITE AT ALL 71MES THAT ANY WORK IS BEING PERFORMED. A SUB -CONTRACTOR IS NOT DEFINED AS A DESIGNATED MANAGER. 10. THE SUCCESSFUL CONTRACTOR SHALL PROVIDE A SCHEDULE LIST OF ALL SUB -CONTRACTORS WITH ADDRESSES, CELL PHONE NUMBERS AND HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF AN NTP. 11. THE CONTRACTOR TO KEEP A COMPLETE AND UP TO DATE SET OF THE DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, AND BILL OF MATERIAL ON THE SITE AT ALL TIMES. THIS IS WILL Si REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON A DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET. 12. A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE CONTRACTOR NEAR THE COMPLETION OF THE PROJECT TO BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF AS -BUILD DRAWINGS TO THE NEW COPY. THIS NEEDS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITH THE CLOSE OUT DOCUMENTS. 13. ON ANY CO -LOCATION SITE, THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION TO THE OWNER'S REPRESENTATIVE IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION OR TEST. 15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO THEM AND REPORT ANY SHORTAGES AND DISCREPANCIES TO THE OWNER'S REPRESENTATIVE OF THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY ON ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE. 16. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT. 17. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE TOILET FACILITIES FOR DURATION OF THE CONSTRUCTION PROCESS. TOILET IS TOBE REMOVED FOM SITE WITHIN FIVE BUSINESS DAYS OF COMPLETION OF CONSTRUCTION. 1. THE CONTRACTOR SHALL GRUB THE SITE AREA AND ANY ACCESS ROAD CLEARING AND REMOVING A MINIMUM OF 6" TO ACHIEVE A STABLE SUB -BASE TO ACCEPT FILL OR OTHER MATERIAL SPECIFIED FOR THE SITE AND ACCESS ROAD. THE GRUBBING SHALL BE REMOVED FROM THE SITE AND NOT REUSED IN ANY PART OF THIS PROJECT. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CALL THE LOCAL LOCATING AUTHORITIES TO VERIFY THE LOCATION OF ANY UNDERGROUND UTILITIES OR LINES THAT EXIST WITHIN THE ENTIRE PROJECT AREA. THE CONTRACTOR SHALL PLACE THESE ITEMS ON THE AS -BUILD DRAWINGS. 3. IF LANDSCAPING IS REQUIRED, SUBMIT TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD TO THE OWNER'S REPRESENTATIVE. IF A LANDSCAPE ALLOWANCE IS INCLUDED, PROVIDE A LIST OF PROPOSED ITEMS AS WELL AS A LANDSCAPE PLAN ON NURSERY LETTERHEAD. 4. ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODES AND IN ACCORDANCE WITH THE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. 5. THE ACCESS ROAD, IF REQUIRED, WILL BE CONSTRUCTED FIRST BEFORE ANY OTHER WORK ON THE SITE IS PERMITTED. BRING THE ROAD TO SUB BASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE THE ROAD FOR THE PROJECT AND COMPLETE THE ROAD AFTER THE CONSTRUCTION OF THE SITE IS SUBSTANTIALLY COMPLETE. 6. ALL SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE FLOW AWAY FORM THE SITE AND EQUIPMENT. ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATION MUST BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY, 7. ALL ACCESS ROAD AND SITE AREAS WILL HAVE AN UNDERLAYMENT OF MIRAFI-50OX, OR EQUAL 8. A SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES AND BE AN EPA REGISTERED LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. THE PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO -HE OWNER'S REPRESENTATIVE. 9. GRAVEL FILL SHALL BE WELL GRADED HARD DURABLE, NATURAL, SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD, RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. SIEVE NO. 7. PASSING BY WEIGHT 4` 100 1 /2' 50-85 ,j4 40-75 f 30-60 j40 10-30 j100 5-20 ,j200 0-8 10. ALL FILL DIRT SHALL BE CLEAN AND NATURAL FREE FROM ANY DELETERIOUS MATERIALS, ROOTS, ICE, SNOW, SOD, AND RUBBISH. A COPY OF ALL DELIVERY TICKETS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS FROM THE DELIVERY. 11. ALL TRENCHES SHALL HAVE A SIX-INCH BASE OF CLEAN SAND FILL TO ACCEPT THE CONDUITS AND THEN ANOTHER 12" OF CLEAN SAND FILL ON TOP OF THE CONDUITS. THE REMAINDER OF THE TRENCH SHALL HAVE A CLEAN COMPACTABLE FILL PLACED IN MAXIMUM LIFTS OF 8" AND MECHANICALLY COMPACTED TO A DENSITY OF 95 %_ METALLIC WARNING TAPE SHALL BE PLACED AT 12" BELOW FINISHED GRADE ALONG THE ENTIRE TRENCH. 12. ALL COMPACTION OF SITE AREAS SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY A SHEEP'S FOOT VIBRATORY ROLLER WEIGHTING AT LEAST 5 TONS. SMALLER AREAS SHALL BE COMPACTED BY A POWER DRIVEN HAND HELD TAMPER. ALL COMPACTED AREAS SHALL BE COMPACTED TO WITHIN 95: 13. ANY FILL OR STONE WILL BE PLACED IN MAXIMUM 8" LIFTS PRIOR TO COMPACTING. 14. FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF 12' BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. 15. USE RIPRAP IN ANY AREAS WITH A SLOPE GREATER THAN 2:1, ENTIRE DITCH FOR 6 FEET IN ALL DIRECTIONS AT CULVERT OPENINGS, AND WHEREVER INDICATED ON PLANS. 16. SEED FERTILIZER, AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, DITCHES, DRAINAGE, AND SWALES NOT OTHERWISE RIPRAPPED. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, WHICH WILL ENCOURAGE ROOTING. PREPARE SURFACE PROPERLY TO ACCEPT THE SEEDS. SOW SEEDS IN TWO OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 17. THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF THE SEEDED AND LANDSCAPED AREAS BY WATERING. STRAW, MULCH NET AND ANY OTHER PROPER LANDSCAPING METHOD NECESSARY. ALL AREAS MUST HAVE SUSTAINED GROWTH BY THE TIME OF THE COMPLETION OF THE PROJECT. 18. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. 1. ALL MATERIALS, LABOR, AND METHODS SHALL CONFORM TO ALL APPLICABLE ASTM AND ACI STANDARDS AND REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL STANDARDS ARE MET AND BE ABLE TO PRODUCE THE VERIFICATION OF THESE ITEMS UPON REQUEST. 2. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AND THE TESTING LABORATORY AND INFORM THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION OR TEST. THE TEST WILL INCLUDE SLUMP, AIR ENTRAINMENT, TEMPERATURE, AND TEST CYLINDERS. A TOTAL OF FIVE CYLINDERS SHALL BE TAKEN DURING EACH POUR OR FOR EACH 50 YARDS IF THE POUR IS OVER 50 YARDS. THE FIRST CYLINDER WILL BE BROKEN AT 3-1/2 DAYS, A SECOND AT 7 DAYS, A THIRD AT 14 DAYS AND A FOURTH AT 28-DAYS. THE LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE USE IF NECESSARY. 3. ALL CONCRETE FOR THE PROJECT SHALL HAVE A 28-DAY STRENGTH OF 4.000 PSI AND A SLUMP OF 5" MAXIMUM WITH THE MIXTURE PROPORTIONS MEETING THE ASTM AND ACI REQUIREMENTS. ALL ADMIXTURES AND MATERIALS USED FOR THE CONCRETE MIXTURE SHALL ALSO CONFORM TO THE PROPER ASTM REQUIREMENTS. 4. THE CONTRACTOR WILL INSTRUCT THE CONCRETE SUPPLIER TO HAVE AN APPROVED PLASTICIZER ON THE TRUCK TO AID IN THE POURING AND PLACING OF PIERS AND FOUNDATIONS. 5. AIR ENTRAINING AGENT SHALL BE USED IN ANY CONCRETE EXPOSED TO FREEZING TEMPERATURES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL EMBEDMENT LOCATIONS, SIZES, AND PROPER ANCHORING TO HOLD THE ITEMS IN PLACE ACCURATELY. 7. THE CONTRACTOR WILL SUPPLY AND USE A RELEASING AGENT ON ALL FORMS. ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WITH SMOOTH DOWELS AT 18" O/C WTH A MINIMUM 6" EMBEDMENT IN EACH DIRECTION AND AN APPROVED BONDING AGENT TO BE APPLIED TO THE EXISTING SURFACE. 8. ALL EXPOSED CONCRETE WILL HAVE A UNIFORM FINISH AND BE SLOPED FOR DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. 9. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM ANY ADVERSE WEATHER CONDITIONS; PREMATURE DRYING AND MECHANICAL INJURY IN INSURE PROPER CURING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE USE AND CONTROL OF ANY MECHANICAL EQUIPMENT TO INSURE THE PROPER PLACEMENT OF THE CONCRETE TO PREVENT ANY VOIDS OR GAPS. METALS: 1. ALL LABOR, MATERIALS, FABRICATION AND WORKMANSHIP SHALL CONFORM TO CODES AND STANDARDS OF ASTM AN AWS. 2. ALL WORK SHALL BE DONE BY A CERTIFIED WELDER. THE CONTRACTOR SHALL SUBMIT A COPY OF THE CERTIFICATION TO THE OWNER'S REPRESENTATIVE. 3. ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED. ANTENNAS AND CABLES: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDLING OF ALL MATERIALS ONCE THEY HAVE BEEN RELEASED FROM THE WAREHOUSE 2. INSTALLATION OF ALL MATERIALS SHALL BE DONE IN STRICT ADHERENCE TO MANUFACTURER'S RECOMMENDATIONS. 3. TOWER TECHNICIANS MUST BE CURRENT CABLEWAVE CERTIFIED FOR CABLE CONNECTOR INSTALLATIONS. 4. THE CONTRACTOR SHALL PERFORM THE SWEEP TESTING WITH A WILTRON METAL 330 OR EQUAL AND PROVIDE TWO COPIES TO THE OWNER'S REPRESENTATIVE. THE REQUIREMENTS FOR THE TESTING RESULTS SHALL BE BASED ON SPRINT PCS GUIDELINES AND MUST BE STRICTLY ADHERED TO. 5. THE CONTRACTOR SHALL REPLACE, AT THEIR EXPENSE, ANY CABLES, CONNECTORS, JUMPERS, PHASERS, AND ANY OTHER ITEMS OR MATERIALS THAT THEY DAMAGE. IF A FAULTY PIECE OF MATERIAL OR EQUIPMENT IS FOUND, THE OWNER WILL REPLACE IT BUT THE CONTRACTOR IS RESPONSIBLE TO REINSTALL IT AT THE CONTRACTOR'S EXPENSE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR SWEEP ALL ITEMS PRIOR TO INSTALLATION. 6. THE FOLLOWING TABLE WILL BE USED TO DETERMINE THE MINIMUM -BENDING RADIUS OF EACH CABLE: ANTENNA TRANSMISSION LINE BENDING RADII DIAM. OF CABLE LDF# RADIUS 1/2 2 7-1/2" 7/8 5 15" 1-5/8 7 30" 2-1/4 12 36" TEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 1.59 EDINBURG, VA 2282A-0280 (5AO) 98A-5123 Dynatek TELECONLMUNICATIONS SERVICES 435 Crestvim Drrvc Transfer, PA 16154 Phonc: 800-838-3224 Fa.<: 724-646-1384 t .dynatcktcicccm.wm PROD. NTE K 4543 I PRO). DR4W'N BY: NLN.T. CHECKED BY: D.CB. SUBMITTALS I I I I I 2 19/13/0A I REVISED FINAL 119/9/OA (FINAL 0 18/12/OL I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH gqry1�0 CLIENT NAME IS S�TRtLl__ tSUED. VID C. BAUDO No. 011187 6A, 5 -l05 9RCHI IE(:� BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-1 7. THE CONTRACTOR SHALL RUN ALL LINES AND CONDUITS IN A NEAT, ORDERLY AND STRAIT FASHION PROVIDING ANCHORING AS RECOMMENDED BY THE MANUFACTURER AND WHEREVER NECESSARY TO SUPPORT THE LINES PROPERLY. ELECTRICAL: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 2. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM THE OWNER'S REPRESENTATIVE 24—HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24—HOURS AFTER THE INSPECTION HAS TAKEN PLACE. 3. ALL LABOR AND MATERIAL SHALL CONFORM TO ALL LOCAL. STATE AND NATIONAL CODES, RULES, REGULATIONS, AND STANDARDS. 4. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. 5. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 6. THOROUGHLY TEST ALL LINES, FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION. 7. CONDUITS AND FITTINGS FOR OUTSIDE APPLICATIONS SHALL BE RIGID OR NON—METALLIC UNLESS OTHERWISE NOTED. CONDUITS AND FITTINGS FOR INSIDE BUILDING RUNS ABOVE CEILINGS SHALL BE EMT. SUPPORT ALL CONDUITS WITHIN 3 FEET OF ALL JUNCTION BOXES AND AT 8—FOOT INTERVALS OR LESS AS NEEDED WITH APPROVED ANCHORING DEVICES. 8. ALL WIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED, SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER SIZE CONNECTORS PER THE LOCAL, STATE, AND NATIONAL CODES. 9. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REQUIRED BY CODES AND UTILITY COMPANIES. 11. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SHALL VERIFY ALL LOCATIONS. 12. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J—BOXES. EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. 13. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 14. ALL GROUND BUS PLATES SHALL BE l4"x4"x20" AND SHALL BE TINNED COPPER AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF GROUNDING CONNECTIONS. THE HARDWARE SECURING THE MG8, AND ALL LOWER BUS BARS. SHALL INSULATE THEM FROM ANY STRUCTURE TO WHICH THEY ARE FASTENED. 15. ANY PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ROOFS OR ANY OTHER SURFACE SHALL BE CORE DRILLED AND CLOSED WITH A UL RATED FIRE SAFING ASSEMBLY. IF A FIRE RATING IS NOT REFERRED TO ON THE DRAWINGS, THEN THE CONTRACTOR SHALL ASSUME A 2—HOUR RATING. 16. THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME THAT THE DRAWINGS WERE ISSUED. CHANGES MAY OCCUR AND THE CONTRACTOR SHALL VERIFY ALL ITEMS PRIOR TO PLACEMENT AND MAKE ANY CORRECTIONS WITHOUT FURTHER COST TO THE OWNER. 17. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC AND SWEEPS OR BENDS AND ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL. ALL CONDUITS NOT TERMINATING INTO A CLOSED AREA MUST BE SEALED TO PREVENT ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. GROUNDING: 1. THE CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE THAT ALL CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS, LINES, TRAYS, BRIDGES, PLATFORMS, AND ANY AND ALL ITEMS ARE GROUNDED PROPERLY. 2. THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH HYGROUND COMPRESSION CONNECTORS BELOW GRADE AND MECHANICAL TWO LUG COMPRESSION CONNECTORS ABOVE GRADE. USE ONLY STAINLESS STEEL SCREWS, BOLTS, WASHERS, AND NUTS FOR FASTENING. 3. CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND -LUGS OR CLAMPS. IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON —CORROSIVE APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH COLD GALVANIZING PAINT SUCH AS GLAVMOX OR EQUAL. 4. ALL CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR CHANNEL THE GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE NON—CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS, WHICH WOULD FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR. 5. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH AN ANTI —CORROSIVE AGENT SUCH AS T&B KOPR SHIELD, NO—OXY, NOALOX, PENETROX OR EQUAL. VERIFY THE PRODUCT WITH THE OWNER'S REPRESENTATIVE PRIOR TO USAGE. 6. GROUND THE ANTENNA BASES. FRAMES. CABLE TRAYS AND RACKS. AND ANY OTHER METALLIC COMPONENTS WITH -2 GROUNDING CONDUCTORS AND CONNECT TO THE INSULATED SURFACE MOUNTED GROUND BARS UNLESS OTHERWISE NOTED IN CONSTRUCTION DRAWINGS. CONNECTION DETAILS TO BE PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 7. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTNING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MIDPOINT. 8. THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL SCHEDULE A TEST OF THE SYSTEM WITH AN INDEPENDENT LABORATORY AS SELECTED BY THE OWNER. THE OWNER'S REPRESENTATIVE WILL BE INFORMED 24—HOURS IN ADVANCE OF THE TEST. 9. STORE REDLINED DRAWINGS ON SITE AT ALL TIMES IN CAPPED PVC CONDUIT 10. CONTRACTOR TO PROVIDE PHOTO'S OF ANTENNA INSTALL (PUNCHLIST ITEMS) AT TIME OF PUNCHWALK. 11. CONTRACTOR TO PERFORM PRE AND POST GROUNDING TEST FROM SHENTEL TEST WELL TO SHENTEL TEST WELL. SHENTEL TO PROVIDE MOST RECENT OHM TEST. 12. GROUND TEST TO BE PERFORMED AFTER INSTALLATION OF EQUIPMENT. CONNECTION TO GROUND RING MUST BE LESS THAN OR EQUAL TO 5 OHMS. ANTENNA SWEEP TEST CONTRACTOR WILL PERFORM TESTING ON EACH COAXIAL CABLE TO MEASURE INSERTION LOSS, AND TO ENSURE THAT EACH CABLE IS INSTALLED AND CONNECTED TO THE APPROPRIATE ANTENNA. THESE MEASUREMENTS MUST BE PERFORMED ON THE COAXIAL CABLE WITH THE ANTENNA JUMPER ATTACHED AND A SEPARATE INSERTION LOSS MEASUREMENT ON THE ENTIRE ANTENNA SYSTEM. PRELIMINARY INSPECTION: PRIOR TO TESTING, CONTRACTOR WILL PERFORM INSPECTION OF ANTENNA AND COAXIAL SYSTEM AND RECORD FINDINGS ON "ANTENNA INSPECTION FORM." ALL ITEMS SHOULD BE LISTED AS COMPLETE ON THIS FORM PRIOR TO ANTENNA SYSTEM TESTING. EQUIPMENT: TEST EQUIPMENT SHALL BE WILTRON 331S OR SHENTEL APPROVED ALTERNATIVE. PARAMETERS: ALL COAXIAL ANTENNA SYSTEMS MUST MEET A MINIMUM 1:3 TO 1 VSWR. FREQUENCIES: ALL TEST SHALL BE PERFORMED FOR THE FOLLOWING FREQUENCIES. A BLOCK RECEIVE 1850 TO 1895 TRANSMIT 1940 TO 1975 B BLOCK RECEIVE 1885 TO 1920 TRANSMIT 1965 TO 1990 C BLOCK RECEIVE 1855 TO 1880 TRANSMIT 1935 TO 1960 D BLOCK RECEIVE 1875 TO 1900 TRANSMIT 1955 TO 1980 E BLOCK RECEIVE 1880 TO 1905 TRANSMIT 1960 TO 1985 NOTIFICATION: CONTRACTOR SHALL NOTIFY THE SHENTEL— DESIGNATED REPRESENTATIVE A MINIMUM OF 24 HOURS PRIOR TO ANTENNA SYSTEMS TESTING. AZIMUTH VERIFICATION: PRIOR TO TESTING, CONTRACTOR SHALL VERIFY THAT ALL AZIMUTHS AND DOWNTILTS ARE TRUE. VERIFICATION OF AZIMUTHS AND DOWNTILTS ARE TO BE DONE BY A THIRD PARTY. CONTRACTOR SHALL ENSURE THAT ALL CONNECTORS HAVE BEEN INSTALLED TO THE SPECIFIED TORQUE VALUES. DOCUMENTATION: ALL TEST RESULTS SHALL BE RECORDED IN SUPPLIED "BASE STATION ANTENNA SYSTEM SUMMARY SHEET", ALONG WITH RESULTS OF EACH INDIVIDUAL TESTS. ONE HARD COPY WILL BE LEFT AT THE SITE AND 2 HARD COPIES AND 1 SOFT COPY WILL BE SUPPLIED TO SHENTEL AS PART OF THE CLOSEOUT DOCUMENTATION. REQUIRED TESTS: CONTRACTOR SHALL PERFORM THE FOLLOWING ON EACH COAXIAL LINE AND RECORD EACH READING ON BASE STATION ANTENNA SYSTEM SUMMARY SHEET. OPEN VSWR, SYSTEM VSWR, LOAD VSWR, SYSTEM RETURN LOSS, OPEN RETURN LOSS, DISTANCE TO FAULT. AUDIT: CONTRACTOR SHALL CONDUCT AUDIT OF MATERIALS TO INCLUDE: ANTENNA SERIAL NUMBERS AND MODEL NUMBERS PER IDENTIFIED SECTOR. CONTRACTOR SHALL RECORD FINDINGS IN "SWEEP AUDIT SHEET." PHOTOS: CONTRACTOR SHALL TAKE DIGITAL PHOTOS OF EACH ANTENNA SYSTEMS, PHOTOS SHALL BE SUBMITTED AS PART OF THE CLOSE—OUT DOCUMENTATION. CONTRACTOR IS REQUIRED TO SUBMIT QUALITY PHOTOS, PHOTOS TAKEN WITH INSUFFICIENT LIGHT OR LACKING IN DETAIL WILL BE REJECTED AND WILL BE RE —PHOTOGRAPHED AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL PAY DEVELOPING COSTS OF ALL NON —DIGITAL PHOTOGRAPHS. PHOTOS REQUIRED OF THE FOLLOWING: ANTENNA AZIMUTHS (3 REQUIRED, 1 PER SECTOR). PICTURE SHOULD INCLUDE THE TOP OF EACH ANTENNA AS A SIDE VIEW AND WILL BE USED TO VERIFY THAT CORRECT DOWNTILT HAS BEEN APPLIED TO EACH SECTOR. VIEW FROM FACE (3 REQUIRED, 1 PER SECTOR). PICTURE TO BE VIEWED FROM BACK OF TRANSMIT ANTENNA TO INCLUDE THE TOP OF THE TRANSMIT ANTENNA AND THE SURROUNDING LANDSCAPE. TOP BUSS BAR (1 PER BUSS BAR). PICTURE SHALL BE USED TO INDICATE GROUNDING KITS HAVE BEEN GROUNDED APPROPRIATELY. DRIP LOOP (1 REQUIRED). PICTURE WILL BE USED TO VERIFY THAT CONTRACTOR HAS INSTALLED DRIP LOOP IN TRANSMISSION LINES EXISTING TOWER. EXTERIOR BULKHEAD PENETRATION (1 REQUIRED). PICTURE WILL BE USED TO VERIFY GROUNDING STRAPS ARE INSTALLED. NEATLY SWEPT AND BULKHEAD HAS BEEN WEATHERPROOFED. INTERIOR BULKHEAD PENETRATION ( REQUIRED). PICTURE WILL BE USED TO VERIFY INSTALLATION OF SURGE ARRESTOR ARRAY AND DAISY CHAIN. PHOTO DOCUMENTATION OF THE ANTENNA AND MOUNT HEIGHTS SHALL BE PROVIDED. DELIVERY: CONTRACTOR SHALL ISSUE PACKAGE TO SHENTEL DESIGNATED REPRESENTATIVE AFTER SITE HAS BEEN ACCEPTED AND WITHIN 5 WORKING DAYS. COLOR —CODING WILL GO AS FOLLOWS: ALPHA: ATX — YELLOW —BROWN —WHITE ARX — YELLOW —WHITE —WHITE HE_TA: BTX — RED —BROWN —WHITE BRX — RED —WHITE —WHITE GAMMA CTX — GREEN —BROWN —WHITE CRX — GREEN —WHITE —WHITE SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX L59 EDINBURG. VA 2282L-0280 (5LO) 9BL-5123 Dynatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-S38-3224 Fax: 724-646-1384 --. dynatcktcl ccam. wm DYNATEK 4843 PROJ, NO.: DRAWN BY: M.N.T. CHECKED BY: D.C.B. SUBMITTALS I I I 2 19/13/0L (REVISED FINAL 119/9/OL IFINAL 0 18/12/0L I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOS THER THAN THAT WHIC LIENT NAME IS CTLYrr�OHI 111, AD C. BAUDO No. 011187 (o/h/as -IRC,�iTI.E0 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-2 • • ■ ■ ■ ■7SHEHtEL ■ ■ ■ ■ ■ ■ ■ SHENA`7DOAHMOBILE COMMUNICnnONS !i)fiFk .. ■ ■ ■■■■■■■■: P.O. BOX L59 EDINBURG. VA 2282L-0280 ■ . ■ . ■ ■ ■ ■ ■ ■ ■ (5LO) 98L-5123 SHENANDOAH MOBILE COMMUNICATIONS SITE NAME: BOWLING GREEN RIDGE .�yA y E D 226 STONEY HILL ROAD GORE, VA 22637' NEW EQUIPMENT AND NEW ANTENNAS ON A NEW 195' MONOPOLE (REPLACING EXISTING MONOPOLE) SITE NUMBER: VICINITY MAP NO SCALE 5 DRIVING DIRECTIONS FROM THE INTERSECT10NOF 1-81 AND ROUTE 37 AT EXIT 310. PROCEED NORTH ON ROUTE 37 APPROXIMATELY 5.3 MILES TO THE INTERSECTION OF ROUTE 37 AND ROUTE 50. PROCEED WEST ON ROUTE 50 APPROXIMATELY 9 MILES TO INTERSECTION OF ROUTE 50 AND ROUTE 688. PROCEED RIGHT (EAST) ON ROUTE 688 FOR APPROXIMATELY 1/4 MILE TO GRAVEL ACCESS ON THE RIGHT. TURN RIGHT AND BEAR LEFT THROUGH GATE AND UP THE HILL TO THE EXISTING COMPOUND. LAT.: 39'15'59.93•. N LONG.: 78'I8'OL.53' W (NAD 83) PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE INSTALLATION OF PCS EQUIPMENT, SUPPORT FRAMES, ICE BRIDGES, AND ANTENNA FRAMES AND CABLES ON A NEW MONOPOLE BUILDING CODE USE GROUP: U (UTILITY) CONST. TYPE: TOWER - 2C 160 SQUARE FEET SITE 084 SHEETINDEX SHEET II DESCRIPTION (REV. INIT. T-I II TITLE SHEET I 4 I MCL T-IA I CONDITIONAL USE PERMIT SHEET I L I MCL C-1 II PROPERTY LOCATION MAP (BY OTHERS) C-2 II SITE PLAN (BY OTHERS) A-1 II ARCHITECTURAL SITE PLAN I 4 MCL A-2 I TOWER ELEVATION / ANTENNA DETAILS L I MCL A-3 SITE DETAILS I [ MCL A-14 i SITE DETAILS I L I MCL A-5 FENCE DETAILS L I MCL E-1 I GROUNDING DETAILS 14 I MCL E-2 GROUNDING DETAILS 4 MCL E-3 II GROUNDING PLAN AND DETAILS I 4 MCL GN-I II GENERAL NOTES I 2 MNT GN-2 GENERAL NOTES 12 MNT DO NOT SCALE DRAWINGS i CONTRACTOR SHALL VERIFY ALL PLANS & DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. OTHER REQUIREMENTS FACILITY REQUIRES NO PLUMBING OR PARKING. I PROJECT SUMMARY I SITE NUMBER: CDMA08L SITE NAME: B0,'ILING GREEN RIDGE SITE ADDRESS: 226 STONEY HILL ROAD GORE. V.�. 22637 APPLICANT: SHENTEL SHENANDOAH MOBILE COMMUNICATIONS PO. BOX :.59 EDINBURG. VIRGINIA 2282L-028 PHONE: 5L0-98L-5123 PROPERTY OWNERS: KENNE T H C. P00_E 211. STONEY HILL ROAD GCRE. VA 22637 & NANCY L. POCLE 6273 NORTHWESTER PIKE GORE, VA 22637 PHONE: 5L0-877-1538 ENGINEER: D Y N a 7 E K TELECOMMJNI CAT I CNS L35 CRESTVIEW DRIVE TRANSFER. PA 16151. PHONE: 800.838.322- FAX: 72[..6L6.138L CONTACT: MARK THOMPSON ZONING JURISDICTION: FREDERICK- COUNTY TAX MAP NUMBER: DEED BOOK e PAGE No. MAGISTERIAL DISTRICT: ZONING DISTRICT: POWER PROVIDER: PHONE PROVIDER: 28-A-165 DEED OF GIFT BOOK 93L, PAGE 63L AND BOOK 93L, PAGE 637 GAWESBORO RA - RURAL AREAS ALLEGHENY POWER VERIZON APPROVAL LIST SITE AC ZONING R.F CONSTR. MANAGER NETWORK-TELCO NETWORK -POWER PROPERTY OWNER/REP FREDERICK COUNTY ZONING ADMINISTRATOR: DATE: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE Dynatek TELECOMNIUNICATIONS SERVICES 435 Crestvim Drive Transfer. PA 16154 Phone 800-83S-31-14 Far: 724-646-1384 —Aynatekiciccom.com DYNATEK 4943 PROI. NO.: D IIINBY: MNT. CHECKED BY: D.C.B. SUBMITTALS I L 15/23/05 (::.DRESSED CCU,TI a .:1PpCa PE\•IE f•: ISSL:S 31 I/ra105 I'^DED ortiPs a L•, - a SC: L= a:.- To C-1 2 9/13/OL (REVISED FINAL 119/9/OL IFINAL 0 18/12/0L I ISSUED FOR REVIE'// BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 o COU oAMCK Department of Planning and Development 5401665-5651 FAX: 540/ 665-6395 January 13, 2005 Shenandoah Mobil. Company Lynn D. Koerner PO Box 280 Edinburg, VA 22824 RE, CUP #24-04 of Shenandoah Mobile Company Property Identification Number 28-A-165 Dear bds. Koerner: This letter is To confirm action taken by the Frederick County Board of Supervisors at theirmeeting on January 12, 2005. Your Conditional Use Permit 24-04 for a 199-Foot Commercial Telecommunications Facility, was approved with the following conditions: 1. All Frederick County Zoning Ordinance requirements and review agency comments shy be addressed and complied alth at all times. 2. The tower shall be available for collocating personal tzdreless services providers. 3. A minor site plan shall be approved by Frederick County. 4. The tower shall be removed by the applicant or pzoperty owner Nvzthin twelve months of abandournent of operation. 5. In the event a telecommunications tower is not erected R�ithin twelve months of the approval of this conditional use permit, the conditional use permit will be deemed to be invalid- 6. The existing telecommunications tourer must be removed 90 days after the start of construction of the new 199-foot-telecommunications facility. 7. A certified Virginia engineer shall provide verification that the tower is designed and will be constructed in a manner that, should the tower collapse for any reason; the collapsed tower will be contained in an area around the tower, with a radius equal to or lesser than the setback, measured from the center Line of the base of the tower. S. Tower must be. H--hted to the specifications of the Winchester Regional Airport. If you have any questions regarding this action, please feel free to call this office. Sincerely, rk R. Ch Zoning and Subdivision Administrator MRC/bad cc: Nancy and Kenneth Poole, Jr., 6273 Northwestern Pike, Gore, VA 22637 Gary W. Dove; Gainesboro District Supervisor George Kri.z and Charles Triplett, Gainesboro Planning Commissioners Jane .Anderson, Real Estate Commissioner of Revenue 107 Nortli Kent Street, Suite 202 • INinchester, Virginia 22601-5000 SHENTEL SHENANDOAH MOBILE COMMUNICA71ONS P.O. BOX L59 EDINSLRG, VA 22821-0280 (SLO) 9BL-5123 Dynatek TELECOMMUNICATIONS SERVICES 435 Crestvimv Drive Tmnsfcr• PA 16154 Phone: S00-S38-321-4 Fax: 724-646-1384 uwu• civnatcictcice—com DYNATEK 4843 PROD NO., DRAIVN BY: M.N.T. CHECKED BY: D.C.B. SUBMITTALS I L 15/23/05 I : ;DPM-,D MPM 9 -1ro0'T r: ISSLES 3 I I/IL/05 I ~DED .—zll Prior -- SC: LE 8-.P TO C-I 2 I 9/13/0L REVISED FINAL 9/9/0L FINAL 01 8/12/0L I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH R T TENT NAME IS ST L I U DAVID C. BAUDO No. 011187 6/1,/d5 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: CONDITIONAL USE PERNET SHEET SHEET NUMBER: T-lA TOWER ELEVATION TO REACH: FROM INTUMEC110N OF INTERSTATE 81 AND ROUTE 37 AT EXIT 31D: PROCEED NORTH ON ROUTE 37 APPROXIMATELY 5.3 MILES 70 THE INTERSECTION OF HAUTE 37 AND ROUT'_ 50. PROCEED W,,S•i ON ROUTE 50 APPRacUATEY B9 MILES TO INTERSECDON ROUTE 50 AND ROUTE 688. UTE PROCEED EAST ON RO688 FOR APPROXIMATELY 025 MLES TO A GRAVEL ACCESS ROAD ON THE ROD. FOLLOW GRAVEL ACCESS ROAD FOR APPROXIMATELY 0.13 I ME,S 10 TOWER SITE, GENERAL NOTES: 1. THE LEASE. AREA AND A^,CE55 AND UTILITIES EASEME.T ARE LOCATED ON PRC'90 CLRRLNTlY D-SICNATFD AS FRECERCK CDUNtt TAX PARCEL 28-A ISS AND CtRREt.ILY OWNED BY THE HERS OF CHA'RLES !E\4_ETH POT„ SR 2. SITE PLAN WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT PREPAR'J BY BRYAN B COLEMAN. P.LC FILE/ 32456 S THIS PROPERTY IS SUBJECT TO A;I- RFSxi CT104S. FJSDJDfS, OR RIMS OF WAY OF KCORO PRIOR TD TH_ DATE 0- DaS PLAT. 4. THE UNADJUSTED RADO OF PRECSON FOR THIS SURVEY EXCEEDS 1:10000. S ELEVATIONS ARE BASED ON USCd'.S STATION 'STE HEIS' DIV.. 78135. NGO 29 6. BENCH MARK G A ROO WITH A CAP. ELEV.. 824.12'. NCVD 29 7. EXSIW PE PRO..H' FY CDMTANS APPROMUATElY 12-1 AIRS. 8. ZONaC DATA CILIUVIi ZONING: RW.L AREA RA PROPOSED IJSE 125' MONOPOLE COMMUNICATKXNS STTRUCFJ;LE (UNUT) KOLIURED SETBACKS. PROM - 50' S.Q. - 50' REAR - 50' 9. CWN'.t ESTATE OF NANCY L k CHARTS C'N ETH PCCI.r JR 5273 NCRTHW'ST PHC GORE. VIRC'NA 22637 (540) 877-15M 10. R-\:lOPEA SHE1ttN5)Q1Y MOBIL' NAN7 121 SOUTH M N STREET P.O. BOX 459 EDINBURG. VA 22-4-0459 (540) 984-4t41 II. POAER COMPANY. AL ECH;TY POWER P. 0. BOX 3200 W'NCHESTER VA 22604 (500) 654-M17 12. TELEPHONE COMPANY: 6=- ATLANTIC 2980 N. FA:RVIDV PARK DRIVE FALLS CHURCH. VA 22G46 (540) 954-6282 13. THIS SITE DOS NOT UE WITHIN A HUD. O:S)CNATED 100 YEAR ROOD ZONE. 14. HAD 27 VALUES FOR PROPOSED TDWER: LATITUOE 39'15'5955' LONCOUDE 78'18'D560' 15. APPROX. TOWER BASE ELEV. = B9B0 FT. 16. THIS PLAT 4PRSE4TS THE SURVEY OF THE PROPOSED LEASE AREA AND ACCESS EASEMENTS. THIS SURVEY WAS CONOUL70 BY ANOERSON k 0.9500.AiS ON 5 S-PT. 1997 AND DOES NOT REPRESENT A COMPLETE B0UN0ARY SURVEY OF Eli POOLE PROPERTY. 17. IRON RODS SET AT ALL LEASE AREA CORNERS UNLESS OTHERWISE NOTED, STATFMRIT OF APPROVAI- THIS SUE WAS APPROVED BY THE FREDERICK COUNTY BOARD OF SUPERVISORS ON JANUARY 12. 2005 UNDER CUP 124-04, SUBJECT TO THE FOLLOWING CONDITIONS CONDITIONAL USE PERMIT 124-04 FOR A 199-FOOT COMMETRL4 TELECOMMUNICATIONSFACILITY, WAS APPROVED WITH THE FOLLOWING CONDITIONS: 1. ALL FREDERICK COUNTY ZONING ORDINANCE REOUIREMWFS AND REVIEW AGENCY HALL COMMENTS SBE ADRESSED AND COMPLIED WITH AT ALL TIMES. 2. THE TOWER SHALL BE AV14 ABLE FOR CO -LOCATING PERSONAL WIRELESS SERV'ICE PROVIDERS. 3. A MINOR SITE PLAN IS APPROVED BY THE COUNTY. 4. THE TOWER SHALL BE REMOVED BY THE APPUCANT OR PROPERTY OWNER WITHIN ONE TWELVE MONTHS OF THE ABANDONMENT OF OPERATION. 5. IN THE EVENT A TELECOMMUNICATIONS TOWER IS NOT ERECTED WITHIN TWELEVE MONTHS OF THE APPROVAL OF THIS CONDITIONAL USE PERMIT, THE CONDITIONAL USE PERMIT WILL BE DEEMED TO BE INVALID. 6. THE EXISTING TELECOMMUNICATIONS TOWER MUST BE REMOVED 90 DAYS AFTER THE START OF THE CONSTRUCTION OD THE NEW 199-FOOT TELECOMMUNICATIONS FACILITY. 7. A CERTIFIED VIRGINIA ENGINEER SHALL PROVIDE VERIFICATION THAT THE TOWER IS DESIGNED AND WILL BE CONSTRUCTED IN A MANNER THAT, SHOULD THE TOWER COLLAPSE FOR ANY REASON, THE COLLAPSED TOWER WILL BE CONTAINED IN AN AREA AROUND THE TOWER, WITH A RADIUS EQUAL TO OR LESSER THAN THE ETB SACK, MEASURED FROM THE CENTER UNE OF THE BASE OF THE TOWER. B. TOWER MUST BE UGHTED TO THE SPECIFICATIONS O THE WINCHESTER REGIONAL AIRPORT. ANTHCNY D-3 u USA LYRCN TAX PARCEL 28-A-166 INS 1 03002DO76 ZCnNEO RA USE.: ESID-NTVIL I,521 AC. ECAARD W. k UNDA L 007,1 TRUSE5 TAX PAY„•'L 2B-A-t?4 !EVES { 03C0.Dt EC7 RA 2GN D Ur N: RCULTU Sc 4399 Nt. CHARLOti"E BUTLER MCYZ' C/O SiE'"PHEN BUTLER TAX PARCEL DB 761, PG 1512 ZONED RA USE. NMCULTURE 24 AC. NANCY L 8 Kt NNETH C. POD4 JR. TAX P.R ^- 28-A-130 O.B 931. PC. 634 ZONED RA USE: AGRICULTURE 22.000 AC. A% PARCEL 2B--A-16 0.9. 746 PG. IZ43 -cC';ED RA USE': o•. 5.000 RAYMOND H. MAYHEW JEAN E MAYr'EW TAX PARCEL 25-A-131 D.B. 776. PG.527 ZONED RA USE. AGRICULTURE 29.000 AC CHARLES FRANKUN AOAMS TAX PARCEL 28-A-161C 0 9 599. PC 635 ZONED RA USE: RESCENTIAL 16.350 C ARLES FRANKUN AD" TAX PARCEL 28-A-164 L .4 KUNET/1 C POV,E JR 0B 551. PG 873 iAz v.RCE. 28-A-165A 2O'.EDRA D.B. 779. PG. 699 uSE: R., RiR.I ZONED RA 3-3`. AC. _ L5-L' RESCENTLL Y'. EE'• ' r' J CHA.RLES KENNcEH POOLE, SR. TAX PARCEL 28-A-165 D.E. 934 ?G. 63= 0ZONED RA USE: RESIDENTIAL T2T.960 "C. CT I EF. L_ RAYMONO H. MAYHEW TAX PARCEL 28-A-132 D.B. 688. PG. 824/5 ZONED RA USE AGRICULTURE 24.320 AC. / SITE PLAN 200 200 a 200 100 600 SCALE I' - 200' JJNE C. S=.ESS KUni P.W. SRZSS SR. TAX PARCEL 2E- -ISc INST. f CC0011796 ZC•NED RA USE: ALR'CU, TU E 225.26 ISSAC LEE LUTTRELL DIANE L LU n'ELL TAX PARCEL 25-A-15J D.B. 825. PG. 1015 ZONED RA USE. AGRICULTURE 77.350 AC. S HENANDOAH A108ILE COMMUNICATIONS P.O. BOX L59 EONBURG. VA 22827.-0280 (560) 9BL-S123 Dvnatek DY-iNAIZI: 4543 DRA\Vi: BY: CHECKID BY: SUBMITTALS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. fiVLTN p�hNi t g'�X.Ma2" .aT GARY R. HUM SH-[ILIA J. HUNT BOWLING GREEN SEAS PARCEL 28-A-133 0.8 . 672. PAGE 236 ZONED 92 RIDGE USE 31 1.050 AC. SITE 08L 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: PROJECT LOCATION MAP SHEET NUMBER: ANDRSON UQ� Q/� ASSOCIATES, Inc. 158' DROP RADIUS s r 8' X 10' EX CELLULM PN� t3' K LO` WTE' EXISTING 25' INGRESS & EGRESS EASEMENT / INST n 030001467 NANCY L. & CHARLES KENNETH POOLE, SR. TAX PARCEL 28—A-165 D.B. 934 PG. 634 ZONED RA USE: RESIDENTIAL 121.960 AC. 50' BUR. — — — — — — — — — — — — / / 30' PORAR FRO S 53'39'36" W 374.41' h� NANCY L. & KENNETH C. POOLE JR. TAX PARCEL 28—A-165A of D.B. 779, PG. 699 ZONED RA / USE: RESIDENTIAL 3.03794 AC. STONY HILL AD (RO RA (40' RW) APPROVED BY THE ZONING ADMINISTRATOR NINA[ImmiSIRAMR DATE EXISTING LEASE AREA _ SHENANDOAH MOBILE COMPANY TAX it 28—A-165 INST n 030001467 (4900 SO. FT. or 0.112 AC.) LS PROPOSED 195' MONOPOLE EX. 125' MONOPOLE (UNLIT) HUUBER IDIRE O' d5]I' Lt IS 3Sa0'S8" E 299 ]8' U 15 60'43'06" E 1189.61' f U IS 01.12'06" E 112036' _t nU1Y BIUIBWRD La IS 3J40'S8" E 17000' /% �-•L L5 IS 56'19'02" w 17000' L6 IN 3Sa0'S0" w ]0.00' L] N 5C19.02" E 1]000' F — — — — _ — _ _ 50BLR_ — I I CHARLES K. POOLE JR. o TAX PARCEL 28—A-165B D.B. 746 PG. 1243 ZONED RA I USE: RESIDENTIAL 5.000 AC. Ln e.9 III EASEMENT FOR POWER LINE POTOMAC EDISON COMPANY D.B. 441 PG, 784 ELEV. 824.12' WITH CAP BENCH iI MARK = ROD POIE� POAPOWER POLE ASPHALT £S 0 �.` R00TF SO NUMBER DELTA CHORD BRO. I.E.D'US ARC CHORD \�\ C1 2T02'OB" S—12'.2 E 18.03 ]5.00 35.39 35.06 C2 5T31'00" S 30'S]'36" E a2.B8 75.00 77.91 ]a.a5 SITE PLAN 5O 25 0 50 100 SCALE 1' - 50' HENANDOAH AIOIIILE C051MUNICATIONS P.O. BOX 1-59 EDINBU2G, VL 2282L-0280 9BL-5123 35 C=tview Drive •—fer, PA 16154 hone: 800-838-3224 72 646-138 ^T ^^T 4S43 DRAWN Hl': *MCKED BY: SUBMITTALS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTI Y PROHIBITED. BOWLING GREEN \6o RIDGE \o SITE 08L, ] lP 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: SITE PLAN SHEET NUMBER: Q9EA ADDERSON ASSOCIATES, Inc. C EXISTING 12' WIDE CHAIN —LINK FENCE GATE EXISTING UTILITY BACKBOARD X 11 X X X 1 �E� X SUGGESTED POWER ROUTING (SHALL BE 12" MIN. INSIDE FENCE) W F—T i T T x EXISTING VERIZON CSC CABINET SUGGESTED TELCO ROUTING (SHALL BE 12" MIN. INSIDE FENCE) X x EXISTING ICE BRIDGE SHALL BE REMOVED w X EXISTING MONOPOLE TO BE REMOVED PROPOSED 195' MONOPOLE (FOUNDATION SHALL BE A MINIMUM OF 6' FROM EXISTING MONOPOLE FOUNDATION) x w PROPOSED DUAL OBSRTUCTION LIGHTIN SYSTEM MANUFACTURED BY SABRE S11 SOLUTIONS. PART #C30-034-001 C W I APPROVED EOW X PROPOSED SHENTEL Gf MOUNTED ON ANTE T T T T E E E X— PROPOSED SHENTEL 10'xl6' EQUIPMENT PAD 28'-3" X X X EXISTING EQUIPMENT PLATFORM EXISTING ICE BRIDGE (SHALL BE EXTENDED TO NEW MONOPOLE) A/C 1 1 A/C 1/ EXISTING VERIZON EQUIPMENT SHELTER ti �, PRIUARY RADIO 61TTERY I NOD CELL OAgINET ' I CABINET , I ,• •. uERCEN • • GENERATOR• T T T T E X XT 7 PROPOSED 12'x22' SHENTEL J LEASE AREA PROPOSED POST MOUNTED WORK LIGHT (DIRECTED TOWARD - CABINETS) 22'-0" X X EXISTING CONCRETE STOOP x EXISTING 6' HIGH CHAIN -LINK FENCE W/ 3 STRANDS OF BARBED WIRE ON TOP I I 1 I I O x a I cNi I X + X X 0 I PROPOSED SHENTEL PPC RACK X PROPOSED 6' HIGH CHAIN -LINK FENCE W/ 3 STRANDS OF BARBED WIRE ON TOP (COMPOUND EXPANSION) 2' 0 2' 4' 6' SCALE: ` SHENTEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX-59 EDINBURG. VA 2282--0280 j (51-0) 9BL-5123 �Dynatek TELECONINIUNICATIONS SERVICES 435 Crestvim Drivc Transfer, PA 16154 Phonc: 800-83S-321-4 Fax. 724-646-1354 _.dyn❑tcktciccom.wm DYNATEK 4S43 PRO]. NO.: DRAR'N BY: NLN.T. CHECKED BY: D.C.B. SUBMITTALS "Ca�55_D CCU':TY b _1�3'O T L 5/23/05 _mEty iSSLES 3 I I/IL/05 I:.00EO OM1`.£PS "'O'E a ,. SC: LE 8: TO C-I 2 19/13/0= REVISED FINAL I 19/9/OL (FINAL 0 8/i2/OL I ISSUED FCR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELAT TO CLIENT NAME IS ST I' c . ED. P DAVID C. BAUDO No. 011187 6 1/5-1e�5 BOWLING GREEN RIDGE SITE 08L. 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: ARCHITECTURAL SITE LAYOUT SHEET NUMBER: A-1 ARCHITECTURAL SITE PLAN PROPOSED DUAL OBSTRUCTION LIGHTING SYSTEM MANUFACTURED BY SABRE SITE SOLUTIONS. PART ANTENNA INS 7A1 ATION 00NOTES' PROPOSED LIGHTING ROD #C30-034-1 OR APPROVED EQUAL 1.AZIMUTHS OF ANTENNA SHALL BE AS FOLLOWS: SECTOR 1=50' SECTOR 2=175' SECTOR 3=280' 2. SHENANDOAH PERSONAL COMMUNICATIONS REQUIRE A 3RD C2 SHEL.TEL PARTY CERTIFICATION FOR THE AZIMUTH & RAD CENTER • :::z OF EACH ANTENNA. SECTOR C — 280' SHENwNDOAH MOBILECOMMUNi6\TIONS 3. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA P.O. BOX L59 Al WITH A DIGITAL LEVEL. EDINBURG. VA 2282L-0280 (5LO) 9BL-5123 4. CONTRACTOR SHALL PROVIDE PHOTO DOCUMENTATION C1 THAT ANTENNAS ARE PLUMB. PROPOSED SHENTEL ANTENNAS SECTOR A - 50' Dynatek B2 TELECOMMUNICATIONS SERVICES .0�� SECTOR B - 175' 435 Crestvim Drivc A2 Tmnsfcr, PA 16154 Phonc: 800-838-3224 Fax: 724-646-I384 _.dvnatcktcIccom.com B1 DN-NATrK 4S43 PROJ. NO. - DRAWN BY: M N.T. ANTENNA ORIENTATION I CHECKED BY: D.C.B. �n id EXISTING VERIZON ANTENNAS RELOCATED FROM z EXISTING POLE © SAME RAD CENTER (98') c / Z v ` z Z z COAXIAL CABLE MINIMUM BEND RADIUS CABLE SIZE MINIMUM BEND RADIUS Y I 10" 22" 1 fig" I 28" UC�,Ir<UC,11UNV , MUJI BE BELOW 15'� 0. r 0. 1 MINIMUM OF 75 o OR 270' IN A SOUTHERLY DIRECTION GPS MINIMUM SKY VIEW REQUIREMENTS SUBMITTALS .. 15/23/05 1:.T7RESiD CG'J1T.' d:-iPPCRT RE VIEW ISSLES 3 I I/(LIDS I DD D OvrtzERS PttO\ c B SC:.L.E B:.R i0 C-I 2 19/13/0L (REVISED FINAL I I 9/9/OL (FINAL 0 18/12/0L I ISSUED FOR REVIEW Vv N 0 COAX BEND TABLE 3 GPS ORIENTATION DETAIL 2 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY N USE OR DISCLOSURE OTHER THAN HIRELAT S TO c NAME IS EDNT J vI, PROPOSED SHENTEL GPS ANTENNA MOUNTED ON ICE BRIDGE SUPPORT POST PROPOSED SHENTEL EQUIPMENT PAD PROPOSED SHENTEL ICE BRIDGE EXISTING EQUIPMENT SHELTER loins v3 iC: i tz:> - I P EXISTING GRADE y �7r�c7 �.t... �:�r �.7; .y".. 7�?7LwL 3'i �"v`"y��.d 7>•c 9. �,.4 cF 0.�v Tw$YY�,>J xy�avr >,r� .'3 �'17 rlrr �'.�.yJ^ ,3'� JY� v'2`'t`'�``o>'>T�v°7 o.S L�?- / /722' - 1X � �.. � i S. ��JE' U DAVID C. BAUDO No. 011187 `'RcHrrECO'0' BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 7 SHEET TITLE: f.f`S.ti.t.S; .,w�i.5 y���vs b 55,1., ` f/ (•Y.z zyf5 a :,; TOWER ELEVATION/ VEXISTING CHAIN LINK FENCE ANTENNA DETAILS WITH STRANDS OF BARBED WIRE SHEET NUMBER: 0 16' SCALE: -2 TOWER ELEVATION 5 CABLE CODING SCHEDULE 4 SECTOR 1 I SECTOR 2 I SECTOR 3 COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) TRX RX I TRX RX TRX RX ANTENNA JUMPER FLC 12 50J 1/2" C1 C2 FLC 12 50J 1/2„ Cl C2 FLC 12 50J I 1/2,. C1 C2 6 6 6' 6' 6 6' MAIN CABLE 1 5/8" 225' 225' 1 5/8" 225' 225' 1 5/8" 225' 225' EQUIPMENT JUMPER FLC 12 50J 1/2" 4' 4' FLC 12 50J 1/2" 4' 4 FLC 12 50J 1/2" 4' 4' CABLE COLOR CODE Cl YELLOW BROWN WHITE C3 RED BROWN WHITE C5 GREEN BROWN WHITE C2 YELLOW WHITE WHITE C4 RED WHITE WHITE C6 GREEN WHITE WHITE ANTENNA RV65-19-OODP RV65-19-OODP RV65-19-OODP RADIATION CENTER 195' 195' 195' MOUNT TYPE LOW PROFILE ANTENNA PLATFORM MC-PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC-PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC-PA12S-9-72 AZIMUTH 50 DEGREE 175 DEGREE 280 DEGREE DOWN TILT 0 DEGREE 0 DEGREE 0 DEGREE NOTE: ALL STEEL IS TO BE GALVANIZED c U Z 3/4' CHAMFER h 10" CONCRETE TO BE BROOM FINISHED i/•� COMPACTED NON —ORGANIC FILL AS REQUIRED OR UNDISTURBED SOIL SECTTON VIEW TYPICAL EOUIPIMENT FOUNDATION DETAIL FIELD CUT PIPE TO LENGTH CAP W/ GALV. METAL CAP FLEX JUMPERS SHENIEL EQUIPMENT SHENTEL PPC CABINETS 7 -Z) —=1 36" MAX. #2 AWG BTCW C J IN 3/4" PVC CONDUIT (ENDS J SHOULD BE SEALED WATERTIGHT WITH CAULKING) I IN- GROUNDS TO BE BONDED WITH LIKE METAL #2 AWG BTCW PVC CONDUIT GROUND RING MONOPOLE --N,, 1 I p 60 3 1/2% GALV. STD. Vn. PIPE. 6" MIN. COMPACTED GRAVEL BASE ICE BRIDGE POST DETAIL I I. GALV. STEEL PIPE CAP 1: I II WAVEGUIDE SUPPORT BRACKET 24" 15'AVEGUIDE ICE BRIDGE I; COAX � CADWELD I 3 1/2"0 SCH. 40 GALV. STEEL PIPE NO BAR 4" GRAVEL CANOPY SUPPORT ELEVATION 1 6 1 CANOPY SUPPORT SECTION ICE BRIDGE WASHER/NUT BOTH SIDES u u ALL THREAD TRAPEZE WASHER/NUT 7t�triri BOTH SIDES SNAP—IN FOR COAX TYPICAL TRAPEZE DETAIL T2 AWG BCTW GROUND LEAD FROM WAVEGUIDE TO WAVEGUIDE SUPPORT POST 1" CROWN TOP OF PIER 03 WASHER/NUT BOTH SIDES PROPOSED DUAL OBSTRUCTION LIGHTING SYSTEM MANUFACTURED SABRE SITE SOLUTIONS. PART J-034-001 OR APPROVED EQUAL SHEHTEL SHENANDOAH MOBILE COMMUNICA MOMS P.O. BOX L59 EEDINBURG. VA 2282L-0280 (5L0) 9BL-5123 Dynatek TELECONIMUNICATIONS SERVICES 435 Cres im Drivc Transfer, PA 16154 Phone' SOM38-32-14 F= 724-646-1384 — dynaickiclecom.com DYNATEK 4S43 PROI. NO.: DR IAVN BY: MN-T. CHECKED BY: D.C.B. SUBMITTALS L. 15/23/05 I'DD'esseD couaT' a uP.�62T R'_�'IE.� iSS£5 3 I I/IL/05 ' ^DED O."ERS P _'E = 6 sc: LE B_-R TO C-1 2 9/I3/0LIREVISEDFIN44L 1 19/9/0L IFINAL 0 8/12/OL ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RE T S TO CLIENT NAME IS S�sR1�%ffED. _v_ v DAVID C. BAUDO No. 011187 ARCM PROPOSED DUAL OBSTRUCTION BOWLING GREEN LIGHTING SYSTEM PHOTOCELL AND CONTROL MODULE RIDGE LOCATION MOUNTED ON BACK OF SHENTELS PPC RACK SITE 084 226 STONEY HILL ROAD GORE, VA 22637 l SHEET TITLE: SITE DETAILS PROPOSED DUAL OBSTRUCTION LIGHTING SYSTEM OPERATING CABLE SHEET NUMBER: BETWEEN CONTROL MODULE AND DUAL LIGHT FIXTURE ON TOP OF TOWER A-3 5 TOWER LIGHTING DETAIL 4 1 5/8" UNI-Sl SECURED TO P( WITH U-BI so CONCRETE FOOTING NOTE: THE METER BACKBOARD SHALL BE CONSTRUCTED IN A SIMILAR FASHION. PPC BACKBOARD DETAIL E ADJUSTABLE CO —LOCATION MOUNTING PIPES AS MANUF. BY vIC—PA12S-9-72 OR APPROVED EQUAL. 2" POWER CONDUIT TO POWERHOUSE 2" POWER CONDUIT FROM METER UNIT 2" TELCO CONDUIT TO BTS UNIT AND 2" TELCO CONDUIT FROM TELCO DEMARC O < 1" LIQUID TIGHT FLEXIBLE CONDUIT FOR GROUNDING (TYP.) PROPOSED EMERGENCY 03 GENERATOR LOCATION (VERIFY LOCATION WITH SHENTELS C.M.) c c N PROPOSED GPS ANTENNA N n Ln WAVEGUIDE ICE BRIDGE 1'-6 ANTENNA MOUNTING DETAILS 12 1 EQUIPMENT PAD LAYOUT DETAIL 0 0 Zq 0 0 0 2" TELCO CONDUIT FROM PPC TO BITS UNIT EMERGENCY GENERATOR PLUG LOCATION 2'-1 3" 2" POWER CONDUIT FROM PPC TO POWERHOUSE 10' NOTE: GROUNDING LEADS ON EQUIPMENT PAD MUST BE SECURED. M- 1 SHEZDOAH MOBILE COMMUNICATIONS P.O. BOX L59 EDINBURG, VC. 2282L-0280 (5LO) 98L-5123 Dynatekl DYNATEK 4843 PROl. NO.: DRAWN BY: Nf \.T. CHECKED BY: D.C3. SUBMITTALS L 15/23/05 I.:DJP_S$EO COUTITY 6=lrp('RT P�`II�YI 1$S.E$ 3 1/IL/05 2 19/13/0L I REVISED F INGL 1 1919/0L IFINCI_ 0 18/12/0L I ISSUED FOR REVIEtV THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRI T Y .&IBITED. ��ALl OA G r U DAVID C. BAUDO No. 011187 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-4 1 %- MINIMUM DIA. PIPE, PER ASTM-F1083 2 1/2" DIA. SCHEDULE 40 3 STRANDS OF BARBED MIRE (WELDED FRAME GATE DIAGONAL GALV. LINE POST, PER ASTM-F1083, CONSTRUCTION) 1}4' DIA. PIPE EQUALLY SPACED 0 8'-0" c- TIE WIRE, MIN. 11 GAGE GALV. STEEL AT POSTS AND RAILS WITH YP 8'-0" B'-O" DOUBLE SWING GATE - OPENING WITH VARIES, SEE PLANS 8'-0" T. HOG RINGS SPACED 0 24" c-c 3/8" DIA. ADJUSTABLE CONTRACTOR SHALL INSTALL A 4" DIA. SCHEDULE 40 TOP RAIL & BRACE RAIL SIDES ROGA EPICAL BOTH ^^ `SHENTEL PROVIDED STYMIELOCK n^ GATE POSTS r1)7- PIPE, PER ASTM-F1083 3" DIA. SCHEDULE 40 CORNER POSTS SHENTEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG, VA 22824-0280 (540)984-5123 ✓i' .,�', •.``......� .X ....� ^r \�.. : rf. /.>'' �/ r .�,!�' Y y.�. : r/. y,.. r✓ 'r"i; f / :?' .` \� ,.,. V.�... �:� •,.,�:�',.�,. - rj , s i:'''•>j"y r/: •r <->' x / �v`"Y';YK Y. „ v'�! STRETCHER BA R %/ � \�. .'\:: r,,, „,� r'� /y�' ! �r,,-.� r� -. `•�\. � ti. I ,y ✓ ,r .%r�'>�/ V.✓ r FINAL GRADE SHALL BE % r yj '✓�lY t^ '. ��� \ yam'"..-r`.. „„•�.'�r.�:..v� y �>>j�.' �ry „�>✓<<J',�i ^"„r..� � 't",..�'\\���-� :;� �� . '=yy� YJ r. �.r198" DIA. BRACING ..>>'• '� :ter'✓ y,",!r. . / �>?' "S ...'7-�,,� .. UNIFORM AND LEVEL ✓" 'w✓r r,.�ry RAIL BETWEEN ALL k �- y DynatcCORNER POSTS AND ADJACENT LINE POSTS DUCK BILL OPEN GATE JY. \. rl ✓ j t ^ Ny HOLDER. LOCATION SHALL''] �� � 8' HIGH ALUMINIZED STEEL TELECOMMUNICATIONS SERVICES y v ✓ r rYyr� hr. �Z\\ F N FA RI C. A FIELD VERIFIED. rI � E CE B C 9 GAGE, 2 INCH MESH, PER ASTM-A392 435 Cmsr im Drivc � `, x � iy y :. •„Z' .'`�• ! '>rl r`. .�� 'r r .'.. � �\\�\ ` r^��,�, `. �^n \ j>� �r � 7�'. �'"f+-'�' ..^..''' `.• �'` '.'y.,'., r '�'.% ,:/> .l ✓' y .>'`.. ��✓%% .f' x ^.... >J ..� ti �' jr % � rr,J". % r / ✓! TransCcr PA 1615, �'..'h... vy Itir, 4 .':,7... '.G.� r+lJ''. !'r .:/ ✓ .,'ry, >r rY . S `'"✓.�.,-rJls '/. ''' y .;x, y, yv 1.. '}.� '7.">} ^ .rir ' v l!.,.. ✓ may.. r „/ .;=N. >'.v.. �.. �..`�Y ✓.✓% %' r / r/'r % MAX. CLEARANCE l✓ J . ti'fi . /�j�, r ./� „r r✓,:.✓ y:'N /fix. % /� ! r✓, r ✓r ✓ +., '•�x, '.;`7, •r`v'' r''~. ✓" r ✓'>..� \ -� w .✓' ! �,,"✓'✓r>.r. Jf Phonc: S00.835-3.24 'Y" '•`', :.�,'-• ',.�.'„x`,. �fS `S-•. -�� ,> ri>.>v ' " 1' � � C>'✓r ✓„-' ,r ..v i r ��. ✓ vj�.� f :'J� fir,; 'i': }. '✓'� Y„ rr� „�/r' r /r NOTES: r' ^''�,., ','�...( \`; -..'\. .\�':�^. r i•. a• .}>,.(. ;f rr �?Y ..>'1 .�lr;%'r,,... v �-.1. ti. ,.'ti'v�.`•, l r., ,✓.>' . .-rti/.,>r ,�,�;'�,.:..,`•.i::\\....;��..•..*.,�.��` t %.r „...,41..1 �}�..,,�. ���.,�,..>-.>}•st. v^iv„/%.>....,, \..,..•r.\��•.: .. •....•ti •.•\..� ..� .?!/;.,�✓%!. .err. .;.�:r. ,r r' 1.INSTALL FENCING PER ASTM F-567. Far: 724-646-I384 ..r-�.t - -,,,': t.a,i``.ti>_ryr �,,.t...:-_ti ..:g9,a-;.- ., rw; ^r:.r-�.,q...,_,sw,.G�'r�.. .;.ti>.,�:� .7--vrf.-s-:..� r.�;L CT-,'`.,�.;-•.-�,.s. »^..ti:-- .'.';r-;rr 2.INSTALL SWING GATES PER ASTM F-900. _.dynatcl.•tciccom.com TENSION WIRE, 9 GAGE 3. LOCAL ORDINANCE OF BARBED WIRE PERMff `o m 2" ABOVE GRADE 1 R UREM SHALL OM IF R D PRO }LO EO I ENT LL BE COMPLIED EQ' . + 0 1 5/8- DIA. SCHEDULE 40 o Q r I o `a 4.POST &GATE PIPE SIZES ARE INDUSTRY 4543 \, BRACING RAIL, TYPICAL BOTH -� 'MTS' MULTI -LOCKING `-tag DIA. PIPE, GATE N ` SIDES OF GATE. FRAME INTERIOR 3b DIAGONAL ROD WITH GALV. STANDARDS. ALL PIPES SHALL BE 1YZ' GALV. DEVICE M7-C677, �6 I_ i I STEEL TURNBUCKLE OR DIAG. (HOT DIP, ASTM A120 GRADE 'A' STEEL) ) BRACING ��` THREADED ROD �� •; ' (O.F.C.I. w ALL FRAMES SHALL BE WELDED. DRAR'N B1•: S.N.T. GEOTEXTILE FABRIC ALL WELDING SHALL BE COATED WITH 3 B" D� GATE POST CONCRETE CORNER POST CONCRETE ( ) r I COATS OF COLD GALV. (OR EQUAL). �A. 2" FINISH & 4' COMPACTED 8" DIA. •72• FOUNDATION (3D00 psi) 12" LINE POST CONCRETE �„I I FOUNDATION (3000 psi)Ltir FOUNDATION (3000 psi) =, -I III--- 8' DW. 12- DLl 5. ALL OPEN POSTS SHALL HAVE END -CAPS. CHECKED BY: D.C3. 95% BASE MATERIAL, DEPTHS DU DIA 6.USE GALVANIZED HIG-RING WIRE TO MOUNT MAY VARY AS DETERMINED ALL SIGNS. BY CONSTRUCTION MANAGER 7.ALL SIGNS MUST BE MOUNTED ON INSIDE SUBMITTALS OF FENCE. 4 5/23/05IADDRESSED COUN• LAiRPORr REVIEW =E5 31 1/14/05IADDED O''NERS­0NEeL SC AL= E,R TO C-t 2 19/13/04 I REVISED FINAL 11 9/9/04 FINAL TYPICAL FENCE AND GATE DETAIL 1 0 1 8/12/04 I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELAT NT NAME IS ' O Gr v DAVID C. BAUDO No. 011187 EXTENSION ARM WITH 3 CADWELD (TYP.) CADWELD STRANDS OF BARBED WIRE SEE NOTE RING GROUN RING GROUN �RCf 3 & 4 #2 AWG BCW #2 AWG BCW TOP RAIL #2 AWG BCW C�A,DWELD (TYBL #2 AWG BCW /VERTICAL #2 AWG BGW BOWLING GREEN POST ICAL POST RING GROUND #2 AWG BCW (MIN 18- BELOW ROUGH GRADE) CABLE TO CABLE) V CONNECTED NOT TCONNECTED ��T�(� NOTE: CADWELD TO RING TO RING RIDGE OUTSIDE FACE 1. THE 2 AWG, BCW, FROM THE RING GROUND SHALL BE NOTE: SITE 084 OF FENCING CADWELDED TO THE POST ABOVE GRADE. 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND 226 Stoney Hill Road 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED Gore, VA 22637 EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR 3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO SHEET TITLE: EXOTHERMIC WELDING. EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING FENCE & 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. GROUNDING DETAILS SHEET NUMBER: A-5 EXTENSION ARM INSTALLATION DETAIL 14 FENCE GATE GROUNDING (IF APPLICABLE) 3 FENCE GROUNDING (IF APPLICABLE) 121 FINISHED GRADE, AC OR CONC PAVING MATCH TRENCH SLOPE AND THICKNESS OF EXISTING jp,,08 1G c ELECTRICAL CONDUIT (MIN. 3" PVC SCH 40) WHERE APPLICABLE 6" MIN METALLIC WARNING TAPE D COMPACTED BACKFILL PER SPECIFICATION EARTHWORK OR CLEAN CONCRETE TELCO CONDUIT (MIN. 3" PVC SCH 40) WHERE APPLICABLE ---------------------------------------------------------- #2 BARE TINNED COPPER WIRE (EQUIPMENT GROUND RING) -Nil � I (TYPICAL FOR 6) EMERGENCY .. ` < I TOWER BOTTOM GENERATOR COAX CABLE GROUND BAR ° I GROUND KIT LOCATION OF GROUND y, ATTACHMENT SPEC. TO INSTALLATION I r #6 STRANDED TINNED WIRE 1 y ° c V ' ° I -T-- Tnp D i nil Fl/ll7 DaDE T-,,,h (`f1DDED WIREI d I #6 STRANDED TINNED WIRE 4 I 4 0 STRANDED COPPER WIRE #2 BARE TINNED COPPER WIRO ° c (GREEN THWN INSULATION) I R2 BARE TINNED COPPER WIRE — — ° V y PRIMARY RADIO -� a2 BARE TINNED COPPER WIRE I 1' CABINET MOD CELL J CABINET ` _ ° _ DYVATFK 4S43 112 BARE TINNED COPPER WIRE PROD. NO.: NOTE TO CONTRACTOR: I I I #2 BARE TINNED COPPER V'IREI INSTALL PULL BOXES ON RUNS EXCEEDING (4) 90" BENDS PER NEC I - c STANDARDS. ?2 BARE TINNED( 1-it tit jjj 1 CONDUIT SEPARATION TO BE VERIFIED WITH LOCAL UTILITY CO. UOPPER WIRE \\ I 1-CHECKED BY: D.C.B. CONTRACTOR TO INSTALL DB60 NYLON PULL STRING IN POWER AND ht lER DISCONNECT GROUNDING ICE PPC TELCO conoulTs. 6" L S UBMITTALS SWITCH SYSTEM BRIDGE CABIN�iSE 4'-10"—� 8 2 -1 7" 3" A MINIMUM OF 1' OF STONE DUST REQUIRED IN BACK ILL. I I ANTENNA COAX GROUND KIT (3 SECTORS) 8'-8" 6" 2'-3" L.5/23/05 I `sa E°u1 T a -iroazT 3 I VIL/O5 I ooeo'BN",Pn0>£ = s SC.WE 9:3? TO C-1 TELCO/POWER UTILITY TRENCH DETAIL 12 GROUNDING DIAGRAM I 2 19/13/0t. (REVISED FINAL r PROPOSED 1 9/9/0[. IF I / ANTENNA (TYP.) 0 8/I2/0L (ISSUED FOR REVIEW ICE BRIDGE POSTS ° ' < d PRIMARY ° RADIO MOD CELL CABINET ° d ° 5 d° ° d ° d jj2 BARE TINNED COPPER WIRE ICE BRIDGE LAYOUT BRIDGE BATTERY ° 4< CABINET d a ° ` I d° EMERGENCY d GENERATOR 2" TELCO CONDUIT / L EMERGENCY GENERATOR PLUG LOCATION 2" A.C. CONDUIT w/u � rwrvucu wrrtrc wirtc (GREEN THWN INSULATION) TO TOWER STEEL 5 ANTENNA GROUNDING DETAIL 8" DIA. x 24" DEEP INSPECTION WELL P.V.C. SOIL PIPE WITH CAP OR EQUIVALENT EXISTING GRADE #2 AWG SOLID TINNED COPPER WIRE TEST LOOP EXTENSION 3/4" CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2" OF TOP OF GROUND LOOP WIRE _z I I —III —Ili —I I. J _! I I—III—III=1 _I l i=1 I I—i 1 1-1 1 1—I I =1—III=I 11=1 I_ y JUMPER NTENNAS Z C I —III —III o°°O —III—III 0 -1 11=1 i 1=i 000� NO KIT n O —1 w 1- 0000 0 00 ° 0=' =1 #2 SOLID m - °0pO 0 -'" TINNED ° ° 10 0° COPPER CABLE o0 20UND BAR CADWELD (TYP.) #2 AWG SOLID TINNED COPPER WIRE CADWELD CONNECTION (TYPE-GT) TO 5/8" DIA. x 10' LONG GROUND ROD COPPER CLAD GROUND ROD CADWELD 'IRE JD BAR 41 GROUND TEST WELL DETAILS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STR CT'?['+s'?.4 ITED. OP ti f U DAVID C. BAUDO No. 011187 6/i,�-Io5 4R(:�. BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-1 3 3" CONDUIT FROM POWER UTILITY. 90- ELBOW AND RISER SHALL BE PVC SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) FINISH GRADE 4" CONDUIT FROM TELCO UTILITY. 90' ELBOW AND RISER SHALL BE PVC - SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) CSC CABINET 2" PVC FROM CSC CABINET (OUAZITE HANDHOLE) 2" PVC FROM POWER UTILITY PRIMARY RADIO MOD CELL CABINET 2" PVC TO PPC BTS RADIO CABINET 2" PVC TO PPC BTS POWER CABINET EMERGENCY GENERATOR PLUG LOCATION aTELCOQ II POWER CABINET I jt lit Hig " 0 MECHANICAL CONNECTION GROUND RING "1 #2 AWG BCTW GROUND ROD COPPERWELD <% 5/B"0x1O'-O" LONG 50OW QUARTZ LIGHT. ORIENT TO SHINE ON EQUIPMENT UTILITY RACK SUPPORT POST ON/OFF SWITCH GFI DUPLEX RECEPTACLE I GROUND ROD DETAIL ( 2 I WORK LIGHT DETAIL #6 AWG FROM ANTENNA CABLE GROUND KIT MECHANICAL TYPE CONNECTION GROUND BAR ON WALL OR ON ANTENNA TOWER DETAI 6, E-2 MECHANICAL TYPE CONNECTION TO BE USED WITH ?4 AWG BCTW TO BUILDING OR GROUND RING CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS do BETS) ON ALL LUG CONNECTIONS ELECTRICAL RISER DIAGRAM 4 1 GROUND BAR DETAIL 3 5 0 3/4- 7/16" 0 0 0 2 0 0 0 0 0 0 p� 0 0 p 0 0 �0 0 0 0 T O 0 i t p 0 1 0 LEGEND 1- COPPER GROUND BAR, Y4"X 4"X 20". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2- INSULATORS. 3- 5/8" LOCKWASHERS. 4- WALL MOUNTING BRACKET. 5- 5/8-11 X 1" H.H.C.S.BOLTS. STANDARD GROUND BAR DETAIL FROM ANTENNA JUMPER REQUIRED ONLY WH 1 1/4"0 AND LARGER (TYP.) CABLEWAVE CONNECTW WEATHERPROOFING KIT (TYP.) 71 GROUNDING DETAIL NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. -WEATHERPROOFING KIT, CABLEWAVE (TYP.) —STANDARD CABLEWAVE GROUND KIT (TYP.) (SEE NOTE) ANTENNA CABLE TO CABLE TRAY (TYP.) AWG HARGER BUSS BAR MOUNTED NEAR/BELOW ANTENNA >` SHENTEL SIIENANDOAII NIOBILE COSISIUNIG\TIONS P.O. BOX L59 EDINBURG. VA 2282L-0280 (51-0) 98L-5123 Dynatek TELECONINIUNICATIONS SERVICES 435 Crestvimv Drive Transfer, PA 16154 Phonc'800-836-32?4 Far. 724-&46-13S4 — dynatcktciccom.wm DN-NATFK 4S43 PROJ. NO.: I DRAR'N B1': NLN.T. CHECKED BY: D.C.B. SUBMITTALS I „/23/C5 �0 1e11ED C=0r 6:.IPPCRT 1,Er. WLES 3 I/IL/05 I-D On`PS Ns0✓;; : 6 X:.I.E B: P TO GI Z 1 9/13/OL (REVISED FINAL 1 9/9/0L (FINAL 0 I 8/12/0L ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRIC3NWRR4,1_LjL8JTED. L 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER TOP COLLECTOR GROUND BARGROUND UAV'D'C BAR BOWLING GREEN RIDGE O OO O SITE 084 226 STONEY HILL ROAD O J GORE, VA 22637 SHEET TITLE: � GROUNDING TWO HOLE LUG TO BE USED WITH #4 BARE TINNED COPPER WIRE TO GROUND RING DETAILS SHEET NUMBER: E-2 61 INSTALLATION OF GROUND WIRE TO TOWER BOTTOM GROUND BAR 5 4� 1 8 ,I 10 11 5 I 1 "• I 7 7 PRIMARY RADIO BATTERY MOD CELL CA91NE7 I CABINET � ' EMERGENCY GENERATOR 1 1 14 3 ELECTRICAL SYMBOLS ABBRENTLATIONS ® GROUND TEST WELL WITH GROUND BAR ® GROUND ROD WITH ACCESS AWG AMERICAN WIRE GAUGE BCTWI BARE COPPER TINNED WIRE 9 XIT GROUND ROD CPS GLOBAL POSITIONING SYSTEM ® GROUND ROD PCs PERSONAL COMMUNICATION SYSTEM Q DISCONNECT SWITCH PPC POWER PROTECTION CABINET METER ON METER/BREAKER UNIT PRC PRIMARY RADIO CABINET Q RWY RACEWAY CIRCUIT BREAKER TYP• TYPICAL RGS RIGID GALVANIZED STEEL GEN GENERATOR EMT ELECTRICAL METALLIC TUBING DWG DRAWING MECHANICAL TYPE CONNECTION IGR INTERIOR GROUND RING (HALO) ACCA ANTENNA CABLE COVER ASSEMBLY CADWELD TYPE CONNECTION MIGB MASTER ISOLATED GROUND BAR CIBGE COAX ISOLATED GROUND BAR EXTERNAL ---- GROUNDING WIRE BTS BASE TRANSMISSION SYSTEM —�I -- CB INTERLOCKING MECHANISM GEN GENERATOR GR GROWTH SICWI STRANDED INSULATED COPPER WIRE KEYED NOTES: Q GROUND RING SHALL CONSIST OF n2 AWG SOLID BARE TINNED COPPER HARE BURIED 36" BELOW FINISHED GRADE OR 6" BELOW FROST LINE. O #2 AWG INSULATED STRANDED COPPER WARE EQUIPMENT GROUND TO GROUND RING, (FOR LOCATIONS SEE DETAIL ON SHEET A-4) O INSPECTION WEELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER. Q 5/8" COPPER CLAD GROUND ROD. MAX SPACING: 10'-0- O.C. O _2 AWG COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE POST. O -2 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOLID COPPER CONDUCTOR FOR UTILITY METER (NOT SHOWN) Q7 1/4" X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR. ® 1/4" X 4" X 20" TINNED COPPER (UPPER) TOWER GROUND BAR. O 1/4" X 4" X 20" TINNED COPPER (LOWER) TOV/EP. GROUND BAR MOUNTED ON TOWER. CAD1'rLD LEADS TO GROUND RING AT —IWO(2) PLACES. i0 1-2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) 71 TEST WELL WITH GROUND BAR (2 TYPICAL) '"2 AWG SOLID BARE COPPER TINNED TIRE TO EQUIPMENT GROUND RING WITH TINNED SOLID COPPER CONDUCTOR TO GROUND BAR INSIDE CSC CABINET 1� #2 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOLID COPPER CONDUCTOR TO CSC CABINET 74 EMERGENCY GENERATOR PLUG LOCATION NOTES: 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW! GRADE SHALL BE THERMAL WELDS AT GROUND RODS AND AT A MINIMUM OF 30" OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 3. ALL GROUND WIRE SHALL BE #2 AWG SOLID BARE COPPER TINNED UNLESS NOTED OTHERWISE. 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT. 6. EACH EQUIPMENT CABINET SHALL BE CONNECTED TO THE GROUND RING WITH #2 AWG INSULATED STRANDED COPPER WIRE. SEE DETAIL 1 ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS. 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR. 8. KOPR—SHIELD ANTI —OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 9. ALL CADWELD CONNECTIONS SHALL BE INSTALLED UTILITIZING THE PROPER CONNECTION/TOOL AND MATERIALS FOR THE PARTICULAR APPLICATION. 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF 3/8" DIAMETER AND SHALL BE STAINLESS STEEL. 11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 12. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. 13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. 14. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT. 15. ALL GROUND LEADS (ABOVE GROUND) WILL BE PLACED IN 3/4" LIQUID TITE FLEXIBLE CONDUIT, WITH THE EXCEPTION OF THE GROUND LEADS GOING TO BOTTOM TOWER BUSS BAR WHICH WILL BE IN RIGID PVC 16. ALL CONDUITS THAT LAY ON EQUIPMENT PAD SHALL BE SECURELY FASTENED DOWN TO CONCRETE PAD. SHENTEL SHENANDOA.H MOBILE CO.%IMUNICATONS P.O. BOX L59 EDINBURG, VA 2282L-0280 (5LO) 98L-5123 Dynatek' TELECONIDIUNICATtONS SERVICES 435 Crestvim Drivc Tmnsfcr, PA 16154 Phonc: SOM38-3114 Fax: 724-646-1354 — dynatektciccom.com DYNATEK 4943 PROJ.NO.: DRAR'N BY: NI.N.T. CHECKED BY: D.CB. SUBMITTALS L 1 5/23/05=EssED CovaT, a ua?6 T RE�'tEr. SS:.ES 3 I/ILlOS I..00ED W-NERS PHWE = 6 SCL E BLR TO C-1 2 9/13/OL (REVISED FINAL I I 9/9/04, (FINAL 0 18/12/OL ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRIC.aJTED. U AVID C. SAUDO No. 011187 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING PLAN & DETAILS SHEET NUMBER: E-3 STANDARD EQUIPMENT GROUNDING DETAIL NOT TO SCALE GENERAL NOTES: SITE WORK: CONCRETE: 1. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION, AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN ALL THE DRAWINGS, SPECIFICATIONS, SCOPES OF WORK, BILL OF MATERIALS, AND ANY OTHER DOCUMENT ISSUED BY SHENTEL. 2- THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS, SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES. 3. ALL MATERIALS SUPPLIED BY THE OWNER, OWNER'S REPRESENTATIVE, AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER MANUFACTURER'S RECOMMENDATIONS. 4. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF/ HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF WORK INTENDED FOR THE PROJECT. THIS WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 5. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING THE RELATED WORK. ANY MINOR ERRORS OR OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS. DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 6. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. ANY EXCESS MATERIALS WILL BE RETURNED TO THE OWNER'S REPRESENTATIVE AND DELIVERED TO THE WAREHOUSING FACILITY PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO A NOTICE TO PROCEED (NTP) HAS BEEN ISSUED AND A PRE -CONSTRUCTION MEETING AT THE SITE HAS TAKEN PLACE 8. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN ONE-YEAR WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM THE OWNER. 9. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER ON SITE AT ALL TIMES THAT ANY WORK IS BEING PERFORMED. A SUB -CONTRACTOR IS NOT DEFINED AS A DESIGNATED MANAGER. 10. THE SUCCESSFUL CONTRACTOR SHALL PROVIDE A SCHEDULE UST OF ALL SUB -CONTRACTORS WITH ADDRESSES, CELL PHONE NUMBERS AND HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF AN NTP. 11. THE CONTRACTOR TO KEEP A COMPLETE AND UP TO DATE SET OF THE DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, AND BILL OF MATERIAL ON THE SITE AT ALL TIMES. THIS IS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON A DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET. 12. A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE CONTRACTOR NEAR THE COMPLETION OF THE PROJECT TO BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF AS -BUILD DRAWINGS TO THE NEW COPY. THIS NEEDS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITH THE CLOSE OUT DOCUMENTS. 13. ON ANY CO -LOCATION SITE, THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION TO THE OWNER'S REPRESENTATIVE IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION OR TEST. 15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO THEM AND REPORT ANY SHORTAGES AND DISCREPANCIES TO THE OWNER'S REPRESENTATIVE OF THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY ON ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE. 15. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT. 17. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE TOILET FACILITIES FOR DURATION OF THE CONSTRUCTION PROCESS. TOILET IS TOBE REMOVED FOM SITE WITHIN FIVE BUSINESS DAYS OF COMPLETION OF CONSTRUCTION. 1. THE CONTRACTOR SHALL GRUB THE SITE AREA AND ANY ACCESS ROAD CLEARING AND REMOVING A MINIMUM OF 6" TO ACHIEVE A STABLE SUB -BASE TO ACCEPT FILL OR OTHER MATERIAL SPECIFIED FOR THE SITE AND ACCESS ROAD. THE GRUBBING SHALL BE REMOVED FROM THE SITE AND NOT REUSED IN ANY PART OF THIS PROJECT. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CALL THE LOCAL LOCATING AUTHORITIES TO VERIFY THE LOCATION OF ANY UNDERGROUND UTILITIES OR LINES THAT EXIST WITHIN THE ENTIRE PROJECT AREA. THE CONTRACTOR SHALL PLACE THESE ITEMS ON THE AS -BUILD DRAWINGS. 3. IF LANDSCAPING IS REQUIRED, SUBMIT TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD TO THE OWNER'S REPRESENTATIVE. IF A LANDSCAPE ALLOWANCE IS INCLUDED, PROVIDE A LIST OF PROPOSED ITEMS AS WELL AS A LANDSCAPE PLAN ON NURSERY LETTERHEAD. 4. ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODES AND IN ACCORDANCE WITH THE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. 5. THE ACCESS ROAD. IF REQUIRED, WILL BE CONSTRUCTED FIRST BEFORE ANY OTHER WORK ON THE SITE IS PERMITTED. BRING THE ROAD TO SUB BASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE THE ROAD FOR THE PROJECT AND COMPLETE THE ROAD AFTER THE CONSTRUCTION OF THE SITE IS SUBSTANTIALLY COMPLETE. 5. ALL SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE FLOW AWAY FORM THE SITE AND EQUIPMENT. ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATION MUST BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 7. ALL ACCESS ROAD AND SITE AREAS WILL HAVE AN UNDERLAYMENT OF MIRAFI-50OX, OR EQUAL 8. A SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES AND BE AN EPA REGISTERED LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. THE PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO THE OWNER'S REPRESENTATIVE. 9. GRAVEL FILL SHALL BE WELL GRADED HARD DURABLE, NATURAL, SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD, RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. SIEVE NO. 7. PASSING BY WEIGHT 4' 100 1 /2" 50-85 #4 40-75 f'10 30-60 .#40 10-30 #10D 5-20 J200 0-8 10. ALL FILL DIRT SHALL BE CLEAN AND NATURAL. FREE FROM ANY DELETERIOUS MATERIALS, ROOTS, ICE, SNOW, SOD, AND RUBBISH. A COPY OF ALL DEUVERY TICKETS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS FROM THE DELIVERY. 11. ALL TRENCHES SHALL HAVE A SIX-INCH BASE OF CLEAN SAND FILL TO ACCEPT THE CONDUITS AND THEN ANOTHER 12' OF CLEAN SAND FILL ON TOP OF THE CONDUITS. THE REMAINDER OF THE TRENCH SHALL HAVE A CLEAN COMPACTABLE FILL PLACED IN MAXIMUM LIFTS OF 8" AND MECHANICALLY COMPACTED TO A DENSITY OF 95:. METALUC WARNING TAPE SHALL BE PLACED AT 12' BELOW FINISHED GRADE ALONG THE ENTIRE TRENCH. 12. ALL COMPACTION OF SITE AREAS SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY A SHEEP'S FOOT VIBRATORY ROLLER WEIGHTING AT LEAST 5 TONS. SMALLER AREAS SHALL BE COMPACTED BY A POWER DRIVEN HAND HELD TAMPER. ALL COMPACTED AREAS SHALL BE COMPACTED TO WITHIN 95: 13. ANY FILL OR STONE WILL BE PLACED IN MAXIMUM B" LIFTS PRIOR TO COMPACTING. 14. FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. 15. USE RIPRAP IN ANY AREAS WITH A SLOPE GREATER THAN 2:1, ENTIRE DITCH FOR 6 FEET IN ALL DIRECTIONS AT CULVERT OPENINGS, AND WHEREVER INDICATED ON PLANS. 16. SEED FERTILIZER, AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, DITCHES, DRAINAGE, AND SWALES NOT OTHERWISE RIPRAPPED. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, WHICH WILL ENCOURAGE ROOTING. PREPARE SURFACE PROPERLY TO ACCEPT THE SEEDS. SOW SEEDS IN TWO OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 17. THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF THE SEEDED AND LANDSCAPED AREAS BY WATERING, STRAW, MULCH NET AND ANY OTHER PROPER LANDSCAPING METHOD NECESSARY. ALL AREAS MUST HAVE SUSTAINED GROWTH BY THE TIME OF THE COMPLETION OF THE PROJECT. 18. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. 1. ALL MATERIALS, LABOR, AND METHODS SHALL CONFORM TO ALL APPLICABLE ASTM AND ACI STANDARDS AND REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL STANDARDS ARE MET AND BE ABLE TO PRODUCE THE VERIFICATION OF THESE ITEMS UPON REQUEST. 2. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AND THE TESTING LABORATORY AND INFORM THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION OR TEST. THE TEST WILL INCLUDE SLUMP, AIR ENTRAINMENT, TEMPERATURE, AND TEST CYLINDERS. A TOTAL OF FIVE CYLINDERS SHALL BE TAKEN DURING EACH POUR OR FOR EACH 50 YARDS IF THE POUR IS OVER 50 YARDS. THE FIRST CYLINDER WILL BE BROKEN AT 3-1/2 DAYS, A SECOND AT 7 DAYS, A THIRD AT 14 DAYS AND A FOURTH AT 28-DAYS. THE LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE USE IF NECESSARY. 3. ALL CONCRETE FOR THE PROJECT SHALL HAVE A 28-DAY STRENGTH OF 4,000 PSI AND A SLUMP OF 5" MAXIMUM WITH THE MIXTURE PROPORTIONS MEETING THE ASTM AND ACI REQUIREMENTS. ALL ADMIXTURES AND MATERIALS USED FOR THE CONCRETE MIXTURE SHALL ALSO CONFORM TO THE PROPER ASTM REQUIREMENTS. 4. THE CONTRACTOR WILL INSTRUCT THE CONCRETE SUPPLIER TO HAVE AN APPROVED PLASTICIZER ON THE TRUCK TO AID IN THE POURING AND PLACING OF PIERS AND FOUNDATIONS. 5. AIR ENTRAINING AGENT SHALL BE USED IN ANY CONCRETE EXPOSED TO FREEZING TEMPERATURES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL EMBEDMENT LOCATIONS, SIZES. AND PROPER ANCHORING TO HOLD THE ITEMS IN PLACE ACCURATELY. 7. THE CONTRACTOR WILL SUPPLY AND USE A RELEASING AGENT ON ALL FORMS. ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WITH SMOOTH DOWELS AT 18' O/C WITH A MINIMUM 6" EMBEDMENT IN EACH DIRECTION AND AN APPROVED BONDING AGENT TO BE APPLIED TO THE EXISTING SURFACE. 8. ALL EXPOSED CONCRETE WILL HAVE A UNIFORM FINISH AND BE SLOPED FOR DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. 9. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM ANY ADVERSE WEATHER CONDITIONS; PREMATURE DRYING AND MECHANICAL INJURY IN INSURE PROPER CURING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE USE AND CONTROL OF ANY MECHANICAL EQUIPMENT TO INSURE THE PROPER PLACEMENT OF THE CONCRETE TO PREVENT ANY VOIDS OR GAPS. METALS: 1. ALL LABOR, MATERIALS. FABRICATION AND WORKMANSHIP SHALL CONFORM TO CODES AND STANDARDS OF ASTM AN AWS. 2. ALL WORK SHALL BE DONE BY A CERTIFIED WELDER. THE CONTRACTOR SHALL SUB411T A COPY OF THE CERTIFICATION TO THE OWNER'S REPRESENTATIVE. 3. ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED. ANTENNAS AND CABLES: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDLING OF ALL MATERIALS ONCE THEY HAVE BEEN RELEASED FROM THE WAREHOUSE. 2. INSTALLATION OF ALL MATERIALS SHALL BE DONE IN STRICT ADHERENCE TO MANUFACTURER'S RECOMMENDATIONS. 3. TOWER TECHNICIANS MUST BE CURRENT CABLEWAVE CERTIFIED FOR CABLE CONNECTOR INSTALLATIONS. 4. THE CONTRACTOR SHALL PERFORM THE SWEEP TESTING WITH A WILTRON METAL 330 OR EQUAL AND PROVIDE TWO COPIES TO THE OWNER'S REPRESENTATIVE. THE REQUIREMENTS FOR THE TESTING RESULTS SHALL BE BASED ON SPRINT PCS GUIDEUNES AND MUST BE STRICTLY ADHERED TO. 5. THE CONTRACTOR SHALL REPLACE, AT THEIR EXPENSE, ANY CABLES, CONNECTORS, JUMPERS, PHASERS, AND ANY OTHER ITEMS OR MATERIALS THAT THEY DAMAGE. IF A FAULTY PIECE OF MATERIAL OR EQUIPMENT IS FOUND, THE OWNER WILL REPLACE IT BUT THE CONTRACTOR IS RESPONSIBLE TO REINSTALL IT AT THE CONTRACTOR'S EXPENSE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR SWEEP ALL ITEMS PRIOR TO INSTALLATION. 6. THE FOLLOWING TABLE WILL BE USED TO DETERMINE THE MINIMUM -BENDING RADIUS OF EACH CABLE: ANTENNA TRANSMISSION LINE BENDING RADII DIAM. OF CABLE LDF# RADIUS 1/2 2 7-1/2" 7/8 5 15" 1-5/8 7 30" 2-1/4 12 36" , "SHENTEL SHENANDOAH 610BILE COMMUNICAT10NS P.O. BOX L59 EDINBURG. VA 2282L-0280 (50) 98L•5123 Dynatek DYNATEK 4843 PRO]. NO.: DR4NN BY: %I.N.T. CHECKED BY: D.C.B. SUBMITTALS I I I I 9/13/0L (REVISED FINAL I I 9/9/OL I IN.61 0 18/l2/OL I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY C. BAUDO No. 011187 6/.'5-los 4RCHmcL BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-1 7. THE CONTRACTOR SHALL RUN ALL LINES AND CONDUITS IN A NEAT, ORDERLY AND STRAIT FASHION PROVIDING ANCHORING AS RECOMMENDED BY THE MANUFACTURER AND WHEREVER NECESSARY TO SUPPORT THE LINES PROPERLY. ELECTRICAL: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 2. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM THE OWNER'S REPRESENTATIVE 24-HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24-HOURS AFTER THE INSPECTION HAS TAKEN PLACE. 3. ALL LABOR AND MATERIAL SHALL CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES, RULES, REGULATIONS, AND STANDARDS. 4. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. 5. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 6. THOROUGHLY TEST ALL LINES. FEEDERS, EQUIPMENT. AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION. 7. CONDUITS AND FITTINGS FOR OUTSIDE APPLICATIONS SHALL BE RIGID OR NON-METALLIC UNLESS OTHERWISE NOTED. CONDUITS AND FITTINGS FOR INSIDE BUILDING RUNS ABOVE CEILINGS SHALL BE EMT. SUPPORT ALL CONDUITS WITHIN 3 FEET OF ALL JUNCTION BOXES AND AT 8-FOOT INTERVALS OR LESS AS NEEDED WITH APPROVED ANCHORING DEVICES. 8. ALL WIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER SIZE CONNECTORS PER THE LOCAL, STATE, AND NATIONAL CODES. 9. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REQUIRED BY CODES AND UTILITY COMPANIES. 11. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SHALL VERIFY ALL LOCATIONS. 12. ALL MIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. 13. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 14. ALL GROUND BUS PLATES SHALL BE Y,"x4"x2O" AND SHALL BE TINNED COPPER AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF GROUNDING CONNECTIONS. THE HARDWARE SECURING THE MGB, AND ALL LOWER BUS BARS, SHALL INSULATE THEM FROM ANY STRUCTURE TO WHICH THEY ARE FASTENED. 15. ANY PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ROOFS OR ANY OTHER SURFACE SHALL BE CORE DRILLED AND CLOSED %%ITH A UL RATED FIRE SAFING ASSEMBLY. IF A FIRE RATING IS NOT REFERRED TO ON THE DRAWINGS, THEN THE CONTRACTOR SHALL ASSUME A 2-HOUR RATING. 16. THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME THAT THE DRAWINGS WERE ISSUED. CHANGES MAY OCCUR AND THE CONTRACTOR SHALL VERIFY ALL ITEMS PRIOR TO PLACEMENT AND MAKE ANY CORRECTIONS WITHOUT FURTHER COST TO THE OWNER. 17. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC AND SWEEPS OR BENDS AND ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL. ALL CONDUITS NOT TERMINATING INTO A CLOSED AREA MUST BE SEALED TO PREVENT ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. GROUNDING: 1. THE CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE THAT ALL CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS, LINES, TRAYS, BRIDGES, PLATFORMS, AND ANY AND ALL ITEMS ARE GROUNDED PROPERLY. 2. THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH HYGROUND COMPRESSION CONNECTORS BELOW GRADE AND MECHANICAL TWO LUG COMPRESSION CONNECTORS ABOVE GRADE. USE ONLY STAINLESS STEEL SCREWS, BOLTS, WASHERS, AND NUTS FOR FASTENING. 3. CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND.LUGS OR CLAMPS. IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON -CORROSIVE APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH COLD GALVANIZING PAINT SUCH AS GLAVMOX OR EQUAL. 4. ALL CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR CHANNEL THE GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE NON-CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS, WHICH WOULD FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR. 5. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH AN ANTI -CORROSIVE AGENT SUCH AS T&B KOPR SHIELD, NO-OXY, NOALOX, PENETROX OR EQUAL. VERIFY THE PRODUCT WITH THE OWNER'S REPRESENTATIVE PRIOR TO USAGE. 6. GROUND THE ANTENNA BASES, FRAMES, CABLE TRAYS AND RACKS, AND ANY OTHER METALLIC COMPONENTS WITH p2 GROUNDING CONDUCTORS AND CONNECT TO THE INSULATED SURFACE MOUNTED GROUND BARS UNLESS OTHERWISE NOTED IN CONSTRUCTION DRAWINGS. CONNECTION DETAILS TO BE PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 7. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTNING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MIDPOINT. 8. THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL SCHEDULE A TEST OF THE SYSTEM WITH AN INDEPENDENT LABORATORY AS SELECTED BY THE OWNER. THE OWNER'S REPRESENTATIVE WILL BE INFORMED 24-HOURS IN ADVANCE OF THE TEST. 9. STORE REDLINED DRAWINGS ON SITE AT ALL TIMES IN CAPPED PVC CONDUIT 10. CONTRACTOR TO PROVIDE PHOTO'S OF ANTENNA INSTALL (PUNCHLIST ITEMS) AT TIME OF PUNCHWALK. 11. CONTRACTOR TO PERFORM PRE AND POST GROUNDING TEST FROM SHENTEL TEST WELL TO SHENTEL TEST WELL. SHENTEL TO PROVIDE MOST RECENT OHM TEST. 12. GROUND TEST TO BE PERFORMED AFTER INSTALLATION OF EQUIPMENT. CONNECTION TO GROUND RING MUST BE LESS THAN OR EQUAL TO 5 OHMS. ANTENNA SWEEP TEST CONTRACTOR WILL PERFORM TESTING ON EACH COAXIAL CABLE TO MEASURE INSERTION LOSS. AND TO ENSURE THAT EACH CABLE IS INSTALLED AND CONNECTED TO THE APPROPRIATE ANTENNA. THESE MEASUREMENTS MUST BE PERFORMED ON THE COAXIAL CABLE WITH THE ANTENNA JUMPER ATTACHED AND A SEPARATE INSERTION LOSS MEASUREMENT ON THE ENTIRE ANTENNA SYSTEM. PRELIMINARY INSPECTION: PRIOR TO TESTING, CONTRACTOR WILL PERFORM INSPECTION OF ANTENNA AND COAXIAL SYSTEM AND RECORD FINDINGS ON "ANTENNA INSPECTION FORM." ALL ITEMS SHOULD BE LISTED AS COMPLETE ON THIS FORM PRIOR TO ANTENNA SYSTEM TESTING. EQUIPMENT: TEST EQUIPMENT SHALL BE WILTRON 331S OR SHENTEL APPROVED ALTERNATIVE. PARAMETERS: ALL COAXIAL ANTENNA SYSTEMS MUST MEET A MINIMUM 1:3 TO 1 VSWR. FREQUENCIES: ALL TEST SHALL BE PERFORMED FOR THE FOLLOWING FREQUENCIES. A BLOCK RECEIVE 1860 TO 1895 TRANSMIT 1940 TO 1975 B BLOCK RECEIVE 1385 TO 1920 TRANSMIT 1965 TO 1990 C BLOCK RECEIVE 1555 TO 1860 TRANSMIT 1935 TO 1960 D BLOCK RECEIVE IB75 TO 1900 TRANSMIT 1955 TO 1980 E BLOCK RECEIVE 1880 TO 1905 TRANSMIT 1960 TO 1985 NOTIFICATION: CONTRACTOR SHALL NOTIFY THE SHENTEL- DESIGNATED REPRESENTATIVE A MINIMUM OF 24 HOURS PRIOR TO ANTENNA SYSTEMS TESTING. AZIMUTH VERIFICATION: PRIOR TO TESTING, CONTRACTOR SHALL VERIFY THAT ALL AZIMUTHS AND DOWNTILTS ARE TRUE. VERIFICATION OF AZIMUTHS AND DOWNTILTS ARE TO BE DONE BY A THIRD PARTY. CONTRACTOR SHALL ENSURE THAT ALL CONNECTORS HAVE BEEN INSTALLED TO THE SPECIFIED TORQUE VALUES. DOCUMENTATION: ALL TEST RESULTS SHALL BE RECORDED IN SUPPLIED "BASE STATION ANTENNA SYSTEM SUMMARY SHEET", ALONG WITH RESULTS OF EACH INDIVIDUAL TESTS. ONE HARD COPY WILL BE LEFT AT THE SITE AND 2 HARD COPIES AND 1 SOFT COPY WILL BE SUPPLIED TO SHENTEL AS PART OF THE CLOSEOUT DOCUMENTATION. REQUIRED TESTS: CONTRACTOR SHALL PERFORM THE FOLLOWING ON EACH COAXIAL LINE AND RECORD EACH READING ON BASE STATION ANTENNA SYSTEM SUMMARY SHEET. OPEN VSWR, SYSTEM VSWR, LOAD VSWR, SYSTEM RETURN LOSS, OPEN RETURN LOSS, DISTANCE TO FAULT. AUDIT: CONTRACTOR SHALL CONDUCT AUDIT OF MATERIALS TO INCLUDE: ANTENNA SERIAL NUMBERS AND MODEL NUMBERS PER IDENTIFIED SECTOR. CONTRACTOR SHALL RECORD FINDINGS IN "SWEEP AUDIT SHEET." PHOTOS: CONTRACTOR SHALL TAKE DIGITAL PHOTOS OF EACH ANTENNA SYSTEMS, PHOTOS SHALL BE SUBMITTED AS PART OF THE CLOSE-OUT DOCUMENTATION. CONTRACTOR IS REQUIRED TO SUBMIT QUALITY PHOTOS, PHOTOS TAKEN WITH INSUFFICIENT LIGHT OR LACKING IN DETAIL WILL BE REJECTED AND WILL BE RE -PHOTOGRAPHED AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL PAY DEVELOPING COSTS OF ALL NON -DIGITAL PHOTOGRAPHS. PHOTOS REQUIRED OF THE FOLLOWING: ANTENNA AZIMUTHS (3 REQUIRED, 1 PER SECTOR). PICTURE SHOULD INCLUDE THE TOP OF EACH ANTENNA AS A SIDE VIEW AND WILL BE USED TO VERIFY THAT CORRECT DOWNTILT HAS BEEN APPLIED TO EACH SECTOR. VIEW FROM FACE (3 REQUIRED, 1 PER SECTOR). PICTURE TO BE VIEWED FROM BACK OF TRANSMIT ANTENNA TO INCLUDE THE TOP OF THE TRANSMIT ANTENNA AND THE SURROUNDING LANDSCAPE. TOP BUSS BAR (1 PER BUSS BAR). PICTURE SHALL BE USED TO INDICATE GROUNDING KITS HAVE BEEN GROUNDED APPROPRIATELY. DRIP LOOP (1 REQUIRED). PICTURE WILL BE USED TO VERIFY THAT CONTRACTOR HAS INSTALLED DRIP LOOP IN TRANSMISSION LINES EXISTING TOWER. EXTERIOR BULKHEAD PENETRATION (1 REQUIRED). PICTURE WILL BE USED TO VERIFY GROUNDING STRAPS ARE INSTALLED. NEATLY SWEPT AND BULKHEAD HAS BEEN WEATHERPROOFED. INTERIOR BULKHEAD PENETRATION ( REQUIRED). PICTURE WILL BE USED TO VERIFY INSTALLATION OF SURGE ARRESTOR ARRAY AND DAISY CHAIN. PHOTO DOCUMENTATION OF THE ANTENNA AND MOUNT HEIGHTS SHALL BE PROVIDED DELIVERY: CONTRACTOR SHALL ISSUE PACKAGE TO SHENTEL DESIGNATED REPRESENTATIVE AFTER SITE HAS BEEN ACCEPTED AND WITHIN 5 WORKING DAYS. COLOR -CODING WILL GO AS FOLLOWS: ALPHA: ATX - YELLOW -BROWN -WHITE ARX - YELLOW -WHITE -WHITE BETA: BTX - RED -BROWN -WHITE BRX - RED -WHITE -WHITE GAMMA CTX - GREEN -BROWN -WHITE CRX - GREEN -WHITE -WHITE `'SHEHtEL SHENANDOAH MOBILECOMMUNICATIONS P.O. BOX L59 EDINBURG. VL 2282L-0280 (5LO) 9BL-5123 Dynatek TELECONINIUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: S00-S38-3224 Fax: 724-646-13S4 _, dvnatcktciccom.com DYNATEK 4S43 PROD. NO.. DR.AR'N BY: Nf N.T. CHECKED BY: D.C.B. SUBMITTALS 2 19/13/OL (REVISED FINIAL 119/9/OL IFIN4L 0 15/12/0L I ISSUED FOR REVIE1.17 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOS - THEIR THAN THAT WHICH LIENT NAME IS CTL�OHIBI 1- VID C. BAUDO No. 011187 &/,h/ds ,qRtmTso BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-2 EIV OMMUNICATIONS N RIDGE ROAD Z ... txal," 37 )NOPOLE (REPLACING EXISTING MONOPOLE) i. REV. INIT. 3 MCL 3 MCL 2 MNT 2 MNT 2 MNT 2 MNT 2 MNT 2 MNT 2 MNT 2 MNT 2 MNT 2 MNT 18 CONDITIONS ARCHITECT IN WITH THE PROJECT SUMMARY SITE NU 'a4: CDMA09L SITE NAME: BOWLING GREEN RIDGE SITE ADDRESS: 226 STONEY HILL ROAD GORE. VA 22637 APPLICANT: SHENTEL SHENANDOAH MOBILE COMMUNICATIONS PO. BOX L59 EDINBURG. VIRGINIA 22824-028 PHONE: 540-98L-5123 PROPERTY OWNERS: KENNETH C. POOLE 214 STONEY HILL ROAD GORE. VA 22637 B NANCY L. POOLE 6273 NORTHWESTER PIKE GORE. VA 22637 PHONE. 540-877.1538 ENGINEER: DYNATEK TELECOMMUNICATIONS L35 CRESTVIEW DRIVE TRANSFER. PA 16154 PHONE: $00.838.3224 FAX: 724.6L6. I38L CONTACT: MARK THOhPSON ZONING JURISDICTION: FREDERICK COUNTY TAX MAP NUMBER: 28-A-165 DEED BOOK B PAGE No.: DEED OF GIFT BOOK 93L, PAGE 63L AND BOOK 934. PAGE 637 MAGISTERIAL DISTRICT: GAINESBORO ZONING DISTRICT: RA - RURAL AGRICULTURAL POWER PROVIDER: ALLEGHENY POWER =-ONE PROVIDER: VERIZON j APPROVAL LIST SITE AC ZONING R.F CONSTR. MANAGER NETWORK-TELCO NETWORK -POWER PROPERTY OWNER/REP FREDERICK COUNTY ZONING ADMINISTRATOR DATE: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE SHIMM siA+cx,AHiaeaecoMturncAnor+s P.O. BOX 459 EDINBUPG. VA 2282L-0280 (51-0) 984-5123 DN-natek TELECOMMUNICATIONS SERVICES 435 Crestview Dnve hansfer. PA 16154 Phone 900.938.3224 FAX 724-646-1394 www dynatektelecan can DYNATEK 4843 PROD NO DRAWN BY \1 N T FI HECKED BY: D C.B. SUBMITTALS 3 I/IL/05 :cao ov..cas Aat , a SC: Lf 8_n TO C I 2 9/13/0L REVISED FINAL 9/9/04 FINAL 7 8/12/OL ISSUED FOR REVIEW "HE INFORMATION CONTAINED IN HIS SET OF DOCUMENTS IS ?ROPRIETARY BY NATURE. ANY _ISE OR DISCLOSURE OTHER THAN -HAT WHICH RELATES TO CLIENT 'DAME IS S BITED. DANID C. BAUDO BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE. VA 22637 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 1. Mop 28-A Parcel 1658 Poole. Charles K. Jr. Zoned RA Use: Residential 2. Mop 28-A Parcels 165 and 165A Poole. Nancy L. do Kenneth Charles Jr. Zoned: RA Use: Residential Parcel 165 Parcel 155A 3. Mop 28-A Parcel 164 Adams. Charles F. Zoned RA Use: Residential 4. Map 28-A Parcel 161C Adorns. Charles F Zoned: RA Use: Residential 5. Map 28-A-158 Speiss, Kurt Zoned RA Use: Agricultural 6. Mop 28-A Parcel 157 Luttrell, Isaac L. Zoned: RA Use: Agricultural 7. Map 28-A Parcel 133 Hunt, Gory R, and Sheila J. Zoned: 62 Use: 41 S. Map 28-A Parcel 132 Mayhew, Raymond H. and Jeon E. Zoned: RA Use: Agricultural 9. Map 28-A Parcel 131 Mayhew, Raymond H. and Jeon E. Zoned RA Use: Agricultural 10. Map 28-A Parcel 130 Poole, Kenneth Zoned: RA Use: Agricultural 11. Map 28-A Parcel 129 Dove, Edward W. Zoned: RA Use: Agricultural 12. Mop 28-A-166 Shugoor, Antony D. and Liso Lytton Zoned: RA Use: Residential 13. Map 28-A-170 McKee, Charlotte B. %.Stephen Butler Zoned: RA Use: Agricultural ADJOINING PROPERTY OWNER INFORMATION \/ NUMBER I DIRECTION I DISTANCE aQ�t` LI IS 33'40'58" E I299.38' L2 IS 60'4J'06" E 1189.61" L3 IS 01-12'O6" E I120.36'i S 33'+0'S8" LS E 170.00' '. 1S S 56'1'1;g* 11 711.00' { L6 N 33'40'58' W 170.00 o^ L7 I N 56 19'02"' E 1 70.00' 1 a t ARFA 1ASE a 900 SO. OR 0.112 AC. L-APPROXnuiELY 600' TO SR7: SEifi+OC IFtE ' [.7 125 MONOPOLE (UNLIT) ROAD FND _ I ) S 5519b2- W ROD t I 400.13' 25' Cr"-- NCR'SS ESUT- -- WEE: ME MERE W -.HE T IE CASBy \ \\\ qT PgIr A BM C, C, 1 3z.. VRf?.WED 8Y BRrAv 8 CC..EN.w. RG ME Ss O4 AND CAS LEASE TO C. E. BECK D S. 523 a POTS-C EO.SCN COUPAvr EASEMENT FOR RESOENML \ •E4-CE CONNF.CnON AS_uE.vr DOES NOT AFFECt SUM \ \ \ LEAEV-F•' 08. : PG. 735 3) CHEWZ-E ANO POTOUAC TEUP"ONE CC-- EASENENT FOR'Pp„ES. F=URES. CUr WIRES. ETC. A C C ME rf,RTn _ 30 POPIM FNO KO FAD \\ 8 SaE Or ROUTE 50: 0-& = PC. M7. EASEMENT ES NOT •FrECT DO $ SS39 }�' N 374,11' h SUe _r LEASE AREA A.) NOPMMN NRC:NU, POwCR CCUPANr FASEuENT FOR P'CLE FOR _ iKE.Yt.'[in' POOL, PI,4L 28_A_165 16 I I wOO-C �RWTE3 M FOUR U ES:OO�C0S. M6 PG 253 CASO"-NT OOES NOT AFnc` S S`CCT LEASE AAFA O.B. S60 PG. 579 - .� I s 5.) N ;KERN vRe POWER CO-P E.LSENENT FOR EIEC SERT P- D PAT 121.960 CYAQ£S KEN7K'M r `__. 7R .a, j E TO BAA-.. OIL 279 rm 569. EASEUENr GOES ,0 AFFECT .U4_... LEASE ARIA :r i i TAX PARCEL 28_A_1658 I1 6.) +J.RrrE =0. POWER CCuP ,r EASEMENT FOR CO,6f UC%vC. 41j - = 0.8. 746 PC. 124,3 OPEMT.NG. AND vAWTA:N.NO .w ELECTRIC UNE. D 9. 217 RC 218 T $EI'aFCK t¢� ) . 1 'i Zr�DRA / FASOJENT DOES NOT A .Ct SU3 CT LEASE AREA 7) NOATWERN NIRC- POWER COUPANT CASEUENT FCR RETZENTW. o POM-R SEWCE: O.B. 208 PG. 12. EASEMENT GOES NOT IF r A181EC7 LCASE ARE, _AX A t� POTOMAC A 779P� L EDISON COMPANY CNEO RACfi99EASEMENTFORPOWER `6 UNE 0379<,tC_ 1 y D.B. 44T PO. 78, POWER POLE MF' - 6$1.12' POWER �' POWER POLE STO,,W ROAD (RDOIE E88) .. .. .. ._ R1e 372.66' TOTAL S 5 6", (T L ♦ . -(40' PER D.B. 407 PC. 72) . . .. AST Oz5 'V7te' s to �yy_ SO 1 ROD FND NUMBER DELTA CHORO BRO. TANGENT RAOIUS ARC CHORD C1 2T02'08" S 4T I2'02" E 18.03 75.00 135.39 135.Ofi 222 15921'00" S -DI 6" E 142.BS 17500 17791 74.45 COPY OF ORIGINAL APPROVED LEASE AREA SURVEY 50' 0 50, 100' ISO' WSHEHTEt SHENANDOAH MOB 11.E COMMUNICATIONS P.O. BOX L59 EDINBURG. VA 2282L-0280 (SLO) 98L-5123 Dynatek! DN NATEK 4543 PROD. NO.: DRAWN BY: CHiECI M BY: D.CB. SUBMITTALS 3 I Ulf /05 SC: L 8: R r0 &I 2 9/13101. (REVISED FINAL 1 19/9/01. FINAL 0 16/12/OL ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: PROPERTY INFORMATION PLAT SHEET NUMBER: C-1 EXISTING 12' WIDE CHAIN —LINK FENCE GATE EXISTING UTILITY BACKBOARD X X X X X X F_E x SUGGESTED POWER ROUTING (SHALL BE 12" MIN. INSIDE FENCE) SUGGESTED TELCO ROUTING X X EXISTING VERIZON CSC CABINET (SHALL BE 12" MIN. INSIDE FENCE) EXISTING EQUIPMENT PLATFORM X EXISTING ICE BRIDGE `(SHALL BE EXTENDED TO NEW MONOPOLE) EXISTING 6' HIGH CHAIN —LINK FENCE W/ 3 1 STRANDS OF BARBED WIRE ON TOP EXISTING ICE BRIDGE SHALL BE REMOVED PROPOSED 195' MONOPOLE (FOUNDATION SHALL BE A MINIMUM OF 6' FROM EXISTING MONOPOLE FOUNDATION) PROPOSED SHENTEL Gf MOUNTED ON ANTE X L� T T T T T- E E E E E E X X X PROPOSED SHENTEL 10'xl6' EQUIPMENT PAD PROPOSED 12'x22' SHENTEL_] LEASE AREA PROPOSED POST MOUNTED WORK LIGHT (DIRECTED TOWARD CABINETS) SHENTEL PPC RACK PROPOSED 6' HIGH CHAIN —LINK FENCE W/ 3 STRANDS OF BARBED WIRE ON TOP (COMPOUND EXPANSION) iHFNANDOAH MOBILE COMMUMGT70N5 P.O. BOX 1-59 EDINBURG. VA 2282L-0280 (SLO) 98L-5123 Dynatek 435 Cresrvie Drive Transfer, PA 16154 Phone: 900-938-3224 Fax: 724-6:6-1354 _.dynatektclecom.wm DYNATEK 4543 PROD. NO.. DRANVN BY: N1 N.T. CHECKED BY: D:CB. SUBMITTALS 2 o/13/0L REVISED FINAL 1 9/9/01. FINAL 0 18/12/01. I ISSUED FOR REVIEW DAVID C. SAUDO NO. 011187 `X X X X ARCHITECTURAL SITE PLAN 2' 0 2' 4 6' SCALE: ANTENNA INSTALLATION NOT PROPOSED LIGHTING ROD 1. AZIMUTHS OF ANTENNA SHALL BE AS FOLLOWS: SECTOR 1=50' SECTOR 2-175' SECTOR 3=280- 2. SHENAPARTY ERTIOAH PERSONAL COMMUNICATIONS AZIMUTH e REQUIRE A 3RD C2:��=j��r�� PARTY CERTIFICAT ON FOR THE AZIlAUTH do RAD CENTER SHENTEL OF EACH ANTENNA. SECTOR C — 280' SHENANDOAH MOBIIJ COMhtUMCATE 3. CONTRACTOR SHALL VERIFY THE OOWNTILT OF EACH ANTENNA WITH A DIGITAL LEVEL. AI P.O. BOX 459 EDINBURG. VA 2282L-0280 4. CONTRACTOR SHALL PROVIDE PHOTO DOCUMENTATION (540) 964-5123 THAT ANTENNAS ARE PLUMB. CI PROPOSED SHENTEL ANTENNAS SECTOR A — 50' 82 Dynatek TELECOMMUNICATIONS SERVICES ��� Dri- restview SECTOR B — 175435 C ' A2 Tmnsfc:, PA 16154 Phone 800-838-3224 Fax' 724-6.16-138: 81 sv.vw dynatcktciccom.com DYNATEK J343 PROD. NO.: DRAWN BY: Ni.N.T. ANTENNA ORIENTATION I CHECKED BY: D C B 2 e EXISTING VERIZON ANTENNAS RELOCATED FROM. w EXISTING POLE 9 SAMIE RAD CENTER (98') z c z U z z z C w OBSTRUCTIONS MUST BE BELOW 15' ] SUBMITTALS o- MINIMUM OF 75 : OR Z 9/1310L (REVISED FINAL 270' IN A SOUTHERLY DIRECTION I 9/9/OL FINAL CPS MINIMUM SKY VIEW REQUIREMENTS z 0 16/12/OL I ISSUED FOR REVIEW COAX BEND TABLE 3 GPS ORIENTATION DETAIL 2 THE INFORMATION CONTAINED IN o THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY O USE OR DISCLOSURE O�OgTHER THAN c NAME %I�S ICS HPk`3i TO C EIEDNT a PROPOSED SHENTEL GPS ANTENNA MOUNTED ON ICE BRIDGE SUPPORT POST PROPOSED SHENTEL EQUIPMENT PAD PROPOSED SHENTEL ICE BRIDGE EXISTING EQUIPMENT SHELTER EXISTING GRADE `.r,;M "�.,-yv�. >,S+„r�.•>7r ..T,';.:>„ ., '.' yycc,,,,w,.`.✓`'firt..<��i..f Y�^�. 7�K� '�^„'�� �to.S4i` `,J Nu .,;.�'7! ,'v.. .,'w �uy`; ;;tiKc �,"�'fi' ,s� .?;'%Yak , fiX • �.',i'�a+M.. ..�'� '`'i^'Y� %' �:z%���'> »�y;,��i,�,.�' � 7. k7• z COAXIAL CABLE MINIMUM BEND RADIUS CABLE SIZE MINIMUM BEND RADIUS Yz" I 10" % I t8 22" 1 �B 28" DAVID C. BAUDO No. 011187 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: ` TOWER EXISTING CHAIN LINK FENCEELEVATION/]` ANTENNA DETAILS WITH STRANDS OF BARBED WIRE 0 16• SHEET NUMBER: ScxE. A-2 TOWER ELEVATION 5 CABLE CODING SCHEDULE 4 SECTOR 1 I SECTOR 2 SECTOR 3 COAX CABLE TYPE/SIZE ILENCTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) TRX RX TRX I RX TRX RX ANTENNA JUMPER FLC 12 501 1/2" Cl C2 FLC 12 50J 1/2" C1 C2 FLC 12 50J 1/2" C1 C2 6' 6' 6' 6' 6' 6' MAIN CABLE 1 5/8" 225' 225' 1 5/8" 225' 225' 1 5/8" 225' 225' EQUIPMENT JUMPER FLC 1i2"50J 4' 4' FLC 1i2 50J 4 4' FLC 1i2 50J 2" L4• 4• CABLE COLOR CODE Cl YELLOW BROWN WHITE I C3 I RED BROWN WHITE C5 GREEN BROWN WHITE C2 I YELLOW WHITE WHITE C4 RED WHITE WHITE C6 I GREEN WHITE WHITE ANTENNA RV65-19—OODP RV65-19—OODP RV65-19-000P RADIATION CENTER 195' 195' 195' MOUNT TYPE LOW PROFILE ANTENNA PLATFORM MC—PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC—PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC—PA12S-9-72 AZIMUTH 50 DEGREE 175 DEGREE 280 DEGREE DOWN TILT 0 DEGREE 0 DEGREE 0 DECREE � ` \ �^ � 9 = d � U i_ 3/4' CHAMFER 10" CONCRETE TO BE BROOM � FINISHED COMPACTED NON -ORGANIC FILL AS REQUIRED OR UNDISTURBED SOIL SECTION V1_,W TYPICAL EQUIPMENT FOUNDATION DETAIL FIELD CUT PIPE TO LENGTH CAP W/ GALV. METAL CAP FLEX JUMPERS SHEN TEL EQUIPMENT SHENTEL PPC CABINETS - 5' 36" MAX. MONOPOLE 3 1 /2"o GALV. STD. WT. PIPE. C y > "u 6" MIN. COMPACTED'• GRAVELr BASE ICE BRIDGE POST DETAIL ' GALV. STEEL PIPE CAP WAVEGUIDE SUPPORT BRACKET 24 WAVEGUIDE ICE BRIDGE COAX NOTE: ALL STEEL IS TO BE GALVANIZED ICE BRIDGE I I I I BOTH ES DEST p ALL THREAD TRAPEZE WASHER/NUT 77�� nn77��xx BOTH SIDES SNAP -IN FOR COAX TYPICAL TRAPEZE DETAIL ,;2 AWG SCTW GROUND LEAD FROM WAVEGUIDE TO WAVEGUIDE SUPPORT POST WASHER/NUT BOTH SIDES �..W"SHENTEl SHENANDOAH Moe ILE CO%L%(Ut41CA73ONS P.O. BOX L59 EDINBURG. VA 2282L-0280 (5e0) 9BL-5123 Dyn-ati�kj TELECOM, UIL ICATIONSSERVICES 435 Cresrvim Drive Transfer, PA 16154 Phone: S00-338-3224 Fir: 724.6:6-1384 — dynatektelecom.com DYNATEK 4S43 PRO). NO.: DRa�W BY: DI.N.T. CHECKM BY: D C.B. SUBMITTALS 2 1011310L REVISED FINAL I 9/0/0' FINAL 0 18/12/01 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRQ��, ElITED. / 3 1SCH, 40 GALV.V. S STEEL PIPE �i GROUND BAR - � #z Awc BTcw U DNVID C. BAUDO IN 3/4" PVC CONDUIT (ENDS NO. O1II�7 SHOULD BE SEALED z WATERTIGHT WITH CAULKING) M //1�/�� t0 i Z s iD � co GROUNDS TO BE BONDED WITH LIKE �., METAL #2 AWG BTCW 4" GRAVEL 1" CROWN BOWLING GREEN IN 3/4" PVC TOP OF PIER RIDGE CONDUIT SITE 084 226 STONEY HILL ROAD ..✓`:.;''J •ram.:.!``- :.. '\::r,,. .C:.')'..;C.�'y:.'`,:%-:^.: ,.C; 'e.•�. �••', ram.: i. i f]•,�/` 'r.,c° ~\� �\ �U//j/ '%:\� \�'. GORE, VA 22637 GROUND RING ;< fii��\ / SHEET TITLE: CADWELD SITE DETAILS SHEET NUMBER: CANOPY SUPPORT ELEVATION A-3 6 CANOPY SUPPORT SECTION 5 4 \ \) �� - co FTI 2' POWER CONDUIT TO POWERHOUSE 2- POWER CONDUIT--\ FROM METER UNIT ...:iiW*-SHENTEL SHIDNANDOAHMOBILE COMMUNICATIONS P.O. BOX L59 EDiNBUR . VA 2282L.0280 N123 (SLO) 98 I CL 2- TELCO COND LIT TO STS UNIT AND 2" TELCO CONDUIT FROM TELCO DEMARC �1h� 10 Dvnatek 10 1 5/8- UNI—STRUT 2'— 1 V-5" SECURED TO POSTS—/ TELECOMMUNICATIONS SERVICES WITH U BOLTS 435 Crestview Drive SD Transfer, PA 16154 Phone. 800338-3224 I LIQUID TIGHT FLEXIBLE F-: 724-646-1394 aww dynaLcktclmom com CONDUIT FOR GROUNDING (TYP.) PROJ. NO. 4343 • 3 1/2- DIA. POST' 03 EMBEDDED IN 1 2� I NI.N.T. DIA. - 3' DEEP CONCRETE FOOTING CHECKID BY: D.C.B. NOT THE METER BACKBOARD SHALL BE CONSTRUCTED IN A SIMILAR FASHION. c 0 SUBMITTALS c PPC BACKBOARD DETAIL 00 w Z 00 ,c a) J 2 19/13/01. 1 REVISED FINAL 77919101 (FINAL PROPOSED 0 18/12/0T-1, ISSUED FOR REVIEW GPS ANTENNA GPS ANTENNA THE INFORMATION CONTAINED IN L L 01— 2- POWER CONDUIT THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY .0 0 FROM PPC TO POWERHOUSE USE OR DISCLOSURE OTHER THAN c THAT WHICH P. LIENT NAME IS �_ " L _j P Hj T-JED- 0 4" V\ 7,1 m'm <0< `Z4 rl CL DAVID C. BAULD JO No. 011187 o A 0 0— WAVEGUIDE ICE BRIDGE 2- TELCO CONDUITrG FROM PPC TO BTS UNIT HRUPOSED LOW —PROFILE ADJUSTABLE CO —LOCATION PLATFORM KIT WITH 72" MOUNTING PIPES AS MANUF. BY MTS WIRELESS, PART AMC—PA125-9-72 OR APPROVED EQUAL. 10' NOTE: GROUNDING LEADS ON EQUIPMENT PAD MUST BE SECURED. ANTENNA MOUNTING DETAILS __2 EQUIPMENT PAD LAYOUT DETAIL , �� e r |�| / /\ � ��! �� � � ! � � �� � � �/ \! ,c �! !% � �� ! ! / ! � ��) �//� ®� \ � �/ �� . ®�� 3 STRANDS OF BARBED B'-0" — 3/8" DIA ADJUSTABLE TRUSS ROD TYPICAL BOTH SIDES OF CATE. 1}4" MINIMUM DIA. PIPE. PER ASTM—FI083 (WELDED FRAME CONSTRUCTION) DOUBLE SWINC CATE - OPENING WITH VARIES. SEE PLANS CONTRACTOR SHALL INSTALL A C SHENTEL PROVIDED STYMIELOCK 1 5/8' DW SCHEDULE 40 BRACING RAIL. TYPICAL BOTH �Y, SIDES OF GATE. `�:.. - %� MTS" MULTI -LOCKING 1?(y- DIA_ PIPE. GATE FRAME INTERIOR <3. •, , DEVICE MT-C677, BRACING �— 8 D k c. jj I r. GATE POST CONCRETE < 2" FINISH & 4" COMPACTED — I— 8' D r� v J FOUNDATION (3000 psi) 957. BASE MATERIAL, DEPTHS T CIA. MAY VARY AS DETERMINED BY CONSTRUCTION MANAGER TYPICAL FENCE AND GATE DETAIL EXTENSION ARM WITH 3 STRANDS OF BARBED WIRE STOP RAIL OUTSIDE FACE OF FENCING ►2 AWG CATAT GE DIAGONAL CAIv. 2 1/2 DIA. SCHEDULE 40 LINE POST. PER ASTM-F1083. DPIPE EQUALLY SPACED o 8'-0" c- 8'-0 TYP. -7 4" DIA. SCHEDULE 40 n_ �CATE POSTS 12 AWG BCW FINAL GRADE SHALL BE UNIFORM AND LEVEL DUCK BILL OPEN CATE `HOLDER. LOCATION SHA. \BE FIELD VERIFIED. i 4114 d I .u: F:OTEXTILE FABRIC i:- 12 LINE POST CONCRETE Y�� _ DIA. FOUNDATION (3000 psi) I ,§ L B DIA (TYP.) NOTE: RING GROUNDQ2 AWG BCW (MIN 18" BELOW ROUGH GRADE) 1. THE 12 AWC, BCW, FROM THE RING GROUND SHALL BE CADWELDED TO THE POST ABOVE GRADE. 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. CATE JUMPER SHALL BE 14/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN CATE IS FULLY OPEN IN EITHER DIRECTION, EXTENSION ARM INSTALLATION DETAIL 7771741 FENCE GATE GROUNDING (IF APPLTCART.F.) TIE WIRE. MIN. 11 CAGE CALV. STEEL AT POSTS AND RAILS WITH HOC RINGS SPACED O 24' C-c TOP RAIL & BRACE RAIL U4 PIPE. PER ASTM—F1083 3- OIA. SCHEDULE 40 CORNER POSTS SIHEIGHLH BAR l;�," DIA. BRACING '• •.t RAIL BETWEEN ALL ''>� ,'���'• CORNER POSTS AND ADJACENT LINE POSTS 8' HIGH ALUMINIZED STEEL �•:"r'• "{:'..Ci;,==';';..�,�;, ::.•:';`-_'•''•'..::•.:•:;-);>:.-.•' FENCE FABRIC. 9 CAGE. 2 �, '•i;:- t`.r,' INCH MESH, PER ASTM-A392 C. M 1KMAX.CLEARANCE EA CE NOTES: 1.INSTALL FENCING PER ASTM F-567. 5HENTEL SHENANDOAH MOBILE CONAfUNICATIONs P.O. BOX 459 EDINBURG. VA 22824-0280 1540) 984-5 123 ,•. ti ••; •`_ •- 2. INSTALL SWING GATES PER ASTM F-900. TEN�SO-N WIRE. 9 CAGE !p ' 3.LOCAL ORDINANCE OF BARBED WIRE PERMIT 2" ABOVE GRADE v REQUIREMENT SHALL BE COMPLIED IF REO'D. 4. POST & GATE PIPE SIZES ARE INDUSTRY ib DIAGONAL ROD WITH CALV. • J STANDARDS. ALL PIPES SHALL BE 1X--" CALV. STEEL TURNBUCKLE OR DWG. (HOT DIP, ASTM Al20 GRADE 'A' STEEL) THREADED ROD ALL FRAMES SHALL BE WELDED. I www.dynatcktciccom.com D1^JATEK PRO]. NO.: 4543 DRAWN BY: NI-N.T. CORNER POST CONCRETE FOUNDATION (3000 psi) L ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL). 12- 011 5.ALL OPEN POSTS SHALL HAVE END -CAPS. 6.USE GALVANIZED HIG—RING WIRE TO MOUNT CHECKED BY. D.C.B. ALL SIGNS. 7.ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE. SUBMITTALS RING GROUNC d2 AWG BCW CABLE TO CABLE CADWELD CADWELD RING N 2 AV j I VERTICAL POST VERTICAL POST CONNECTED NOT CONNECTED TO RING TO RING NOTE. 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH CATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE 130NOED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING FENCE GROUNDING 2 9/13/04 I REVISED FINAL 1 19/9/04 FINAL 0 8/12/04 ISSUED FOP, REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE Y DAVID C. BAUDO No. 011187 BOWLING GREEN RIDGE SITE 084 226 Stoney Hill Road Gore, VA 22637 SHEET TITLE: FENCE & GROUNDING DETAILS SHEET NUMBER: A-5 2 | � �� � = ;; � � ` \ n| �£ �� � ;/ \� | � �_ � �� 1\ \� � �\ \� � | |�\ �c /� � �/\� � ��' �~� ��� !� �j � . �>� FINISHED GRADE. AC OR CONC PAVING MATCH OF E X, ING #2 BARE TINNED COPPER WIRE I METALLIC WARNING TAPE (EQUIPMENT GROUND RING) SHENANDOAH MOBLLE COMNIUMCA71ONS P.O. BOX L59 TOWER BOTTOM EDINBURG. VA 2282L-0230 (TYPICAL FOR 6) 0 CABLE GROUND KIT UNDISTURBED LOCATION OF GROUND ATTACHMENT SPEC. co �' , ��'/ �/' /// #6 STRANDED TINNED WIRE TO INSTALLATION 4 TOWER iOP GROUND BAR ;2 BARE TINNED COPPM WIP COMPACTED BACKFILL PER SPECIFICATION OR CLEAN CONCRETE Dynatek 96 STRANDED TINNED WIRE ELECTRICAL CONDUIT (MIN. TELCO CONDUIT (MIN. 3- 3- PVC SCH 40) WHERE- PVC SCH 40) WHERE 4ZO STRANDED COPPER WRE_.�� TINN D Q I 6- MIN. #2 BARE TINNED COPPER WIRE Pho= 800-838-3224 NQTE TO CONTRACTOR- CABINET CABINET INSTALL PULL BOXES ON RUNS EXCEEDING (4) 1 PROJ. NO.. STANDARDS. 90* SENDS PER NEC BAKTINNED COPPER WIRE] CONDUIT SEPARATION TO BE VERIFIED WITH EARE TINNFD� CONTRACTOR TO INSTALL 0860 NYLON PULL STRING IN POWER AND I CHECKED BY: D.C.B. TELCO CONDUITS. LOCAL UTILITY CO. PPER WIRE ----------------- 'N�EC] GROUNDING V OF S70NE DUST REOUIRED IN BACKFILL. I ESC-0, SUBMITTALS ANTENNA COAX GROUND KIT (3 SECTORS) TELCOIPONVER UTILITY TRENCH DETAIL 2 GROUNDING DIAGR-4uM PROPOSED 1 9/9 ANTENNA (TYP.) 0 1811210-1 ISSUED FOP. REVIEW ICE BRIDGE POSTS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY ICE BRIDGE USE OR DISCLOSURE OTHER THAN NAME IS INSPECTION WELL P.V.C. OPPER SOIL PIPE WITH CAP �%IIRE TEST LOOP EXTENSION —1 OR EQUIVALENT .,a 3/4" CRUSHED STONE OR EXISTING GRADE EOUAL FILL i�ST WELL TO WITHIN 2- OF TOP OF GROUND LOOP WIRE DAVID C. BA�M PRIMARY T-FRAME IL RADIO BATTERY MOD CELL CABINET TELCO CONDUIT COAX JUMPER CABINET TO ANTENNAS 2� 0 IN. Zc Cir 2 0 000 GROUND KIT 0. COP BOWLING GREEN COAX CABLE 0 PER RIDGE DWELD #2 AWG SOLID TINNED 226 STONEY HILL ROAD COPPER WIRE CAOWELD 0 COPPER CLAD GROUND ROD GROUND ROD C'�"2" A.C. CONDUIT CADWELD SHEET TITLE: GROUNDING --Ti2 BARE TINNED COPPER WIRE 7� 4/0 STRANDED COPPER WIRE DETAILS (GREEN THWN INSULATION) TO TOWER BOTTOM GROUND BAR SHEET NUMBER: 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) ICE BRIDGE LAYOUT TO TOWER STEEL El- I k ANTENNA GROUNDING DETAIL D TEST WELL DETAILS 50OW QUARTZ LICHT. ORIENT TO SHINE ON EQUIPMENT 3" CONDUIT FROM POWER UTILITY. 90' ELBOW AND RISER SHALL BE PVC SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) 4" CONDUIT FROM TELCO UTILITY. 90' ELBOW AND RISER SHALL BE PVC SCH. 80 (VERIFY WITH LOCAL UTILITY Co.) ELECTRICAL RISER DIAGRAM CSC CABINET 2" PVC FROM CSC CABINET (QUAZI TE HANDHOLE) 2" PVC FROM POWER UTILITY 5 7/16' W I 3/4" 0 0 2 �/ 0 0 0 0 0 o O 0 0. 0 0 0 ®DD 00� / 0 0 0 1 1" LEGEND 1— COPPER GROUND BAR. Ys"X 4"X 20". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2— INSULATORS. 3— 5/8" LOCKWASHERS. 4— WALL MOUNTING BRACKET. 5— 5/8-11 X 1" H.H.C.S.BOLTS. PRIMARY RADIO MOD CELL CABINET 2" PVC TO PPC BITS RADIO CABINET 2" PVC TO PPC BTS POWER CABINET BATTERY CABINET TELCO POWER FROM ANTENNA NOTE: X DO NOT INSTALL CABLE GROUND KIT ITXI AT A BEND AND ALWAYS DIRECT ICI GROUND WIRE DOWN TO CIGBE. JUMPER REQUIRED ONLY WHEN 1 1/4"0 AND LARGER (TYP.) CABLEWAVE CONNECTG9K WEATHERPROOFING KIT (TYP.) STANDARD GROUND BAR DETAIL 171 GROUNDING DETAIL —WEATHERPROOFING KIT, CABLEWAVE (TYP.) STANDARD CABLEWAVE GROUND KIT (TYP.) (SEE NOTE) ANTENNA CABLE TO CABLE TRAY (TYP.) #6 AWC HARGER BUSS BAR MOUNTED NEAR/BELOW ANTENNA (-MECHANICAL CONNECTION n ` GROUND RING' J2 AWC BCTW GROUND ROD t COPPERWELD 5/8"0xt0'-0 LONG GROUND ROD DETAIL MECHANICAL TYPE CONNECTION GROUND BAR ON WALL OR ON ANTENNA TOWER DETAIi 6. E-2 MECHANICAL TYPE CONK TO BE USED WITH i4 AV TO BUILDING OR GROUN CONTRACTOR TO UTILIZE KOPR—SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS 4 GROUND BAR DETAIL SHENTEt UTILITY RACK SHENANDOAH MOBILE COMMUNICATIONS SUPPORT POST P.O. BOX L59 ON/OFF SWITCH EDINBURG. VA 2262L-0260 (50) OBL-5123 CFI DUPLEX RECEPTACLE 1 2 I WORK LIGHT DETAIL g6 AWC FROM ANTENNA CABLE GROUND KIT 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER TOP COLLECTOR GROUND BAR -- `— -- GROUND BAR O O I O O TWO HOLE LUG TO BE USED WITH #4 BARE TINNED COPPER WIRE TO GROUND RING Dynateik DYNATEC SS4i PROJ. NO.: 1 DRAWN BY: 11.N.T. CHECKED BY: D.C.B. SUBMITTALS 2 9/13/OL (REVISED FINAL I 9/9/0L FINAL 0 6/12101. 1ISSUED FOR r `VIE ., 3 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DI4}E b'b THAN THAT Wkii RELATFS TTY14ttFNT DAVID C. B WEP, No. 0111S7 lo— BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-2 INSTALLATION OF GROUND WIRE TO TOWER BOTTOM GROUND BAR ;\ \. ;oz: cc :c >; \. U1 cy / STANDARD EQUIPMENT GROUNDING DETAIL ELECTRICAL SYNfBOLS ® GROUND TEST WELL WITH GROUND BAR ® GROUND ROD WITH ACCESS e XIT GROUND ROD ® GROUND ROD L-y DISCONNECT SWITCH METER ON METER/BREAKER UNIT CIRCUIT BREAKER GE GENERATOR A MECHANICAL TYPE CONNECTION CADWELD TYPE CONNECTION --- GROUNDING WIRE -- ©— CS INTERLOCKING MECHANISM ABBREVIATIONS AWG AMERICAN WIRE GAUGE BCTW BARE COPPER TINNED WIRE CPS GLOBAL POSITIONING SYSTEM PCs PERSONAL COMMUNICATION SYSTEM PPC POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET RWY RACEWAY TYP. TYPICAL RGS RIGID GALVANIZED STEEL EMT ELECTRICAL METALLIC TUBING DWG DRAWING IGR INTERIOR GROUND RING (HALO) ACCA ANTENNA CABLE COVER ASSEMBLY MIGB MASTER ISOLATED GROUND BAR CIBGE COAX ISOLATED GROUND BAR EXTERNAL STS BASE TRANSMISSION SYSTEM GEN GENERATOR GR GROWTH SICW STRANDED INSULATED COPPER WIRE KEYED NOTES: 1Q GROUND RING SHALL CONSIST OF g2 AWG SOLID BARE TINNED COPPER WIRE BURIED 36" BELOW FINISHED GRADE OR 6" BELOW FROST LINE. O #2 AWC INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING, (FOR LOCATIONS SEE DETAIL ON SHEET A-4) O INSPECTION WELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER. Q 5/8" COPPER CLAD GROUND ROD, MAX SPACING: 10'-0" O.C. O 2 AW'G COPPER GROUND VARE. USE CADfYLD TYPE CONNECTION TO ICE BRIDGE POST. © i2 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOLID COPPER CONDUCTOR FOR UTILITY METER (NOT SHOWN) O7 1/4- X <" X 20" TINNED COPPER EQUIPMENT GROUND BAR. ® 1/4- X 4" X 20" TINNED COPPER (UPPER) TOWER GROUND BAR. O 1/4" X 4" X 20" TINNED COPPER (LOVER) TOWER GROUND BAP. MOUNTED ON TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES. OO 72 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) lO TEST WELL WITH GROUND BAR (2 TYPICAL) V i2 AWG SOLID BARE COPPER TINNED WIRE TO EQUIPMENT GROUND RING WITH TINNED SOLID COPPER CONDUCTOR TO GROUND BAR INSIDE CSC CABINET O :2 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOLID COPPER CONDUCTOR TO CSC CABINET NOTES: 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT GROUND RODS AND AT A MINIMUM OF 30" OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 3. ALL GROUND WIRE SHALL BE #2 AWG SOLID BARE COPPER TINNED UNLESS NOTED. OTHERWISE. 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT, 6. EACH EQUIPMENT CABINET SHALL BE CONNECTED TO THE GROUND RING WITH #2 AWG INSULATED STRANDED COPPER WIRE. SEE DETAIL 1 ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS. 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR. 8. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 9. ALL CADWELD CONNECTIONS SHALL BE INSTALLED UTIUTIZING THE PROPER CONNECTION/TOOL AND MATERIALS FOR THE PARTICULAR APPLICATION. 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF 3/8" DIAMETER AND SHALL BE STAINLESS STEEL. 11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 12. PLASTIC CLIPS OR METAL CLIPS WHICH 00 NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. 13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. 14. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT, 15. ALL GROUND LEADS (ABOVE GROUND) WALL BE PLACED IN 3/4" LIQUID TITS FLEXIBLE CONDUIT, WITH THE EXCEPTION OF THE GROUND LEADS GOING TO BOTTOM TOWER BUSS BAR WHICH WILL BE IN RIGID PVC 16. ALL CONDUITS THAT LAY ON EQUIPMENT PAD SHALL BE SECURELY FASTENED DOWN TO CONCRETE PAD. :::> ... SHENTEL SHEVANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG. VA 2282L-0280 (SLO) 98L-5123 Dynatek TELECOM%fUNICATIONSSERViCFS 435 CresNiew Drive Transfcr, PA 16154 Phone: 800-838-32-14 Far: 724-636-1384 — dynatcktciccom com DYNATEK 4543 PROJ. NO.: DRANN BY: M.N.T. CHECKED BY: D.C.B. SUBMITTALS I I I I I 2 19/1310A IREVISED FINAL I 9/9/0t. FINAL 0 16112/01. 1 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STR T I ITED. xx V D,4VID C. SAUDC t�0-011187 /AYAA/-lS BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING PLAN & DETAILS SHEET NUMBER: E-3 NOT TO SCALE co GENERAL NOTES: SITE WORK: 1. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS. TOOLS, EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION, AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN ALL THE DRAWINGS, SPECIFICATIONS, SCOPES OF WORK, BILL OF MATERIALS. AND ANY OTHER DOCUMENT ISSUED BY SHENTEL. 2. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES. LAWS, ORDINANCES. REGULATIONS, SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES. AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES. 3. ALL MATERIALS SUPPLIED BY THE OWNER, OWNER'S REPRESENTATIVE. AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER MANUFACTURER'S RECOMMENDATIONS. 4. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF/ HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF WORK INTENDED FOR THE PROJECT. THIS WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 5. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING THE RELATED WORK. ANY MINOR ERRORS OR OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS. DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 6. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. ANY EXCESS MATERIALS WILL BE RETURNED TO THE OWNER'S REPRESENTATIVE AND DELIVERED TO THE WAREHOUSING FACILITY PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO A NOTICE TO PROCEED (NTP) HAS BEEN ISSUED AND A PRE -CONSTRUCTION MEETING AT THE SITE HAS TAKEN PLACE. S. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN ONE-YEAR WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM THE OWNER. 9. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER ON SITE AT ALL TIMES THAT ANY WORK IS BEING PERFORMED. A SUB -CONTRACTOR IS NOT DEFINED AS A DESIGNATED MANAGER. 10. THE SUCCESSFUL CONTRACTOR SHALL PROVIDE A SCHEDULE LIST OF ALL SUB -CONTRACTORS WITH ADDRESSES, CELL PHONE NUMBERS AND HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF AN NTP. IT. THE CONTRACTOR TO KEEP A COMPLETE AND UP TO DATE SET OF THE DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, AND BILL OF MATERIAL ON THE SITE AT ALL TIMES. THIS IS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON A DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET. 12. A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE CONTRACTOR NEAR THE COMPLETION OF THE PROJECT TO BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF AS -BUILD DRAWINGS TO THE NEW COPY, THIS NEEDS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITH THE CLOSE OUT DOCUMENTS. 13. ON ANY CO -LOCATION SITE. THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION TO THE OWNER'S REPRESENTATIVE IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION OR TEST. 15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO THEM AND REPORT ANY SHORTAGES AND DISCREPANCIES TO THE OWNER'S REPRESENTATIVE OF THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY ON ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE. 16. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT. 17. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE TOILET FACILITIES FOR DURATION OF THE CONSTRUCTION PROCESS. TOILET IS TOBE REMOVED FOM SITE WITHIN FIVE BUSINESS DAYS OF COMPLETION OF CONSTRUCTION. 1. THE CONTRACTOR SHALL GRUB THE SITE AREA AND ANY ACCESS ROAD CLEARING AND REMOVING A MINIMUM OF 6- TO ACHIEVE A STABLE SUB -BASE TO ACCEPT FILL OR OTHER MATERIAL SPECIFIED FOR THE SITE AND ACCESS ROAD. THE GRUBBING SHALL BE REMOVED FROM THE SITE AND NOT REUSED IN ANY PART OF THIS PROJECT. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CALL THE LOCAL LOCATING AUTHORITIES TO VERIFY THE LOCATION OF ANY UNDERGROUND UTILITIES OR LINES THAT EXIST WITHIN THE ENTIRE PROJECT AREA. THE CONTRACTOR SHALL PLACE THESE ITEMS ON THE AS -BUILD DRAWINGS. 3. IF LANDSCAPING IS REQUIRED, SUBMIT TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD TO THE OWNER'S REPRESENTATIVE. IF A LANDSCAPE ALLOWANCE IS INCLUDED, PROVIDE A LIST OF PROPOSED ITEMS AS WELL AS A LANDSCAPE PLAN ON NURSERY LETTERHEAD. 4. ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODES AND IN ACCORDANCE WITH THE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. 5. THE ACCESS ROAD. IF REQUIRED, WILL BE CONSTRUCTED FIRST BEFORE ANY OTHER WORK ON THE SITE IS PERMITTED. BRING THE ROAD TO SUB BASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE THE ROAD FOR THE PROJECT AND COMPLETE THE ROAD AFTER THE CONSTRUCTION OF THE SITE IS SUBSTANTIALLY COMPLETE. 6. ALL SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE FLOW AWAY FORM THE SITE AND EQUIPMENT. ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATION MUST BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 7. ALL ACCESS ROAD AND SITE AREAS WILL HAVE AN UNDERLAYMENT OF MIRAFI-50OX, OR EQUAL. 8. A SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES AND BE AN EPA REGISTERED LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. THE PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO THE OWNER'S REPRESENTATIVE. 9. GRAVEL FILL SHALL BE WELL GRADED HARD DURABLE. NATURAL, SAND AND GRAVEL. FREE FROM ICE AND SNOW, ROOTS. SOD. RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. SIEVE NO. 7 PASSING BY WEIGHT 4 100 1 /2- 50-85 #4 40-75 #10 30-60 #40 10-30 j100 5-20 9200 0-8 10. ALL FILL DIRT SHALL BE CLEAN AND NATURAL, FREE FROM ANY DELETERIOUS MATERIALS, ROOTS. ICE. SNOW, SOD. AND RUBBISH. A COPY OF ALL DELIVERY TICKETS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS FROM THE DELIVERY. 11. ALL TRENCHES SHALL HAVE A SIX-INCH BASE OF CLEAN SAND FILL TO ACCEPT THE CONDUITS AND THEN ANOTHER 12- OF CLEAN SAND FILL ON TOP OF THE CONDUITS. THE REMAINDER OF THE TRENCH SHALL HAVE A CLEAN COMPACTABLE FILL PLACED IN MAXIMUM LIFTS OF 8- AND MECHANICALLY COMPACTED TO A DENSITY OF 957. METALLIC WARNING TAPE SHALL BE PLACED AT 12" BELOW FINISHED GRADE ALONG THE ENTIRE TRENCH. 12. ALL COMPACTION OF SITE AREAS SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY A SHEEP'S FOOT VIBRATORY ROLLER WEIGHTING AT LEAST 5 TONS. SMALLER AREAS SHALL BE COMPACTED BY A POWER DRIVEN HAND HELD TAMPER. ALL COMPACTED AREAS SHALL BE COMPACTED TO WITHIN 957. 13. ANY FILL OR STONE WILL BE PLACED IN MAXIMUM 8" LIFTS PRIOR TO COMPACTING. 14. FINISH GRADE, INCLUDING TOP SURFACE COURSE. SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. 15. USE RIPRAP IN ANY AREAS WITH A SLOPE GREATER THAN 2:1. ENTIRE DITCH FOR 6 FEET IN ALL DIRECTIONS AT CULVERT OPENINGS, AND WHEREVER INDICATED ON PLANS. 16. SEED FERTILIZER, AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, DITCHES, DRAINAGE, AND SWALES NOT OTHERWISE RIPRAPPED. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, WHICH WILL ENCOURAGE ROOTING. PREPARE SURFACE PROPERLY TO ACCEPT THE SEEDS. SOW SEEDS IN TWO OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 17. THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF THE SEEDED AND LANDSCAPED AREAS BY WATERING, STRAW, MULCH NET AND ANY OTHER PROPER LANDSCAPING METHOD NECESSARY. ALL AREAS MUST HAVE SUSTAINED GROWTH BY THE TIME OF THE COMPLETION OF THE PROJECT. 18. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. CONCRETE: 1. ALL MATERIALS, LABOR, AND METHODS SHALL CONFORM TO ALL APPLICABLE ASTM AND ACI STANDARDS AND REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL STANDARDS ARE MET AND BE ABLE TO PRODUCE THE VERIFICATION OF THESE ITEMS UPON REQUEST. 2. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AND THE TESTING LABORATORY AND INFORM THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION OR TEST. THE TEST WILL INCLUDE SLUMP, AIR ENTRAINMENT, TEMPERATURE, AND TEST CYLINDERS. A TOTAL OF FIVE CYLINDERS SHALL BE TAKEN DURING EACH POUR OR FOR EACH 50 YARDS IF THE POUR IS OVER 50 YARDS. THE FIRST CYLINDER WILL BE BROKEN AT 3-1/2 DAYS, A SECOND AT 7 DAYS, A THIRD AT 14 DAYS AND A FOURTH AT 28-DAYS. THE LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE USE IF NECESSARY. 3. ALL CONCRETE FOR THE PROJECT SHALL HAVE A 28-DAY STRENGTH OF 4,000 PSI AND A SLUMP OF 5 MAXIMUM WITH THE MIXTURE PROPORTIONS MEETING THE ASTM AND ACI REQUIREMENTS. ALL ADMIXTURES AND MATERIALS USED FOR THE CONCRETE MIXTURE SHALL ALSO CONFORM TO THE PROPER ASTM REQUIREMENTS. 4. THE CONTRACTOR WILL INSTRUCT THE CONCRETE SUPPLIER TO HAVE AN APPROVED PLASTICIZER ON THE TRUCK TO AID IN THE POURING AND PLACING OF PIERS AND FOUNDATIONS. 5. AIR ENTRAINING AGENT SHALL BE USED IN ANY CONCRETE EXPOSED TO FREEZING TEMPERATURES. S. THE CONTRACTOR IS RESPONSIBLE FOR ALL EMBEDMENT LOCATIONS. SIZES, AND PROPER ANCHORING TO HOLD THE ITEMS IN PLACE ACCURATELY. 7. THE CONTRACTOR WILL SUPPLY AND USE A RELEASING AGENT ON ALL FORMS. ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WITH SMOOTH DOWELS AT 18 O/C WITH A MINIMUM 6 EMBEDMENT IN EACH DIRECTION AND AN APPROVED BONDING AGENT TO BE APPLIED TO THE EXISTING SURFACE. S. ALL EXPOSED CONCRETE WILL HAVE A UNIFORM FINISH AND BE SLOPED FOR DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. 9. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM ANY ADVERSE WEATHER CONDITIONS: PREMATURE DRYING AND MECHANICAL INJURY IN INSURE PROPER CURING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE USE AND CONTROL OF ANY MECHANICAL EQUIPMENT TO INSURE THE PROPER PLACEMENT OF THE CONCRETE TO PREVENT ANY VOIDS OR CAPS. METALS: 1. ALL LABOR, MATERIALS. FABRICATION AND WORKMANSHIP SHALL CONFORM TO CODES AND STANDARDS OF ASTM AN AWS. 2. ALL WORK SHALL BE DONE BY A CERTIFIED WELDER. THE CONTRACTOR SHALL SUBMIT A COPY OF THE CERTIFICATION TO THE OWNER'S REPRESENTATIVE. 3. ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED. ANTENNAS AND CABLES: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDLING OF ALL MATERIALS ONCE THEY HAVE BEEN RELEASED FROM THE WAREHOUSE. 2. INSTALLATION OF ALL MATERIALS SHALL BE DONE IN STRICT ADHERENCE TO MANUFACTURER'S RECOMMENDATIONS. 3. TOWER TECHNICIANS MUST BE CURRENT CABLEWAVE CERTIFIED FOR CABLE CONNECTOR INSTALLATIONS. 4. THE CONTRACTOR SHALL PERFORM THE SWEEP TESTING WITH A WILTRON METAL 330 OR EQUAL AND PROVIDE TWO COPIES TO THE OWNER'S REPRESENTATIVE. THE REQUIREMENTS FOR THE TESTING RESULTS SHALL BE BASED ON SPRINT PCS GUIDELINES AND MUST BE STRICTLY ADHERED TO. 5. THE CONTRACTOR SHALL REPLACE, AT THEIR EXPENSE. ANY CABLES, CONNECTORS, JUMPERS, PHASERS, AND ANY OTHER ITEMS OR MATERIALS THAT THEY DAMAGE. IF A FAULTY PIECE OF MATERIAL OR EQUIPMENT IS FOUND, THE OWNER WILL REPLACE IT BUT THE CONTRACTOR IS RESPONSIBLE TO REINSTALL IT AT THE CONTRACTOR'S EXPENSE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR SWEEP ALL ITEMS PRIOR TO INSTALLATION. 6. THE FOLLOWING TABLE WILL BE USED TO DETERMINE THE MINIMUM -BENDING RADIUS OF EACH CABLE: ANTENNA TRANSMISSION LINE BENDING RADII DIAM. OF CABLE LDF,y RADIUS 1/2 2 7-1/2- 7/8 5 15" 1-5/8 7 30" 2-1/4 12 36" :> SHEHtEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX L59 EDINBURG. VA 2282L-0280 (5LO) 9BL-5123 Dynatek DYNATEK , PROJ. NO.: DPA\VNBY- NI.N.T. CHECKED BY: D.CB. SUBMITTALS I 2 19/13/0L REVISED FINAL I 9/9/01. FINAL 0 18/12/OL I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRRE D. x v 1 `� U" UAV1O C. BAUDO No. 011187 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES. SHEET NUMBER: GN-1 co ------------- - 7. THE CONTRACTOR SHALL RUN ALL LINES AND CONDUITS IN A NEAT, ORDERLY AND STRAIT FASHION PROVIDING ANCHORING AS RECOMMENDED BY THE MANUFACTURER AND WHEREVER NECESSARY TO SUPPORT THE LINES PROPERLY. ELECTRICAL: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 2. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM THE OWNER'S REPRESENTATIVE 24-HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24-HOURS AFTER THE INSPECTION HAS TAKEN PLACE. 3. ALL LABOR AND MATERIAL SHALL CONFORM TO ALL LOCAL. STATE AND NATIONAL CODES. RULES, REGULATIONS, AND STANDARDS. 4. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. 5. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 6. THOROUGHLY TEST ALL LINES, FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION. 7. CONDUITS AND FITTINGS FOR OUTSIDE APPLICATIONS SHALL BE RIGID OR NON-METALLIC UNLESS OTHERWISE NOTED. CONDUITS AND FITTINGS FOR INSIDE BUILDING RUNS ABOVE CEILINGS SHALL BE EMT. SUPPORT ALL CONDUITS WITHIN 3 FEET OF ALL JUNCTION BOXES AND AT B-FOOT INTERVALS OR LESS AS NEEDED WITH APPROVED ANCHORING DEVICES. 8. ALL WIRES SHALL BE COPPER: USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER SIZE CONNECTORS PER THE LOCAL. STATE. AND NATIONAL CODES. 9. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REQUIRED BY CODES AND UTILITY COMPANIES. 11. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SHALL VERIFY ALL LOCATIONS. 12. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES. EQUIPMENT BOXES. AND CABINETS WITH APPROVED PLASTIC TAGS. 13. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 14. ALL GROUND BUS PLATES SHALL BE '',-.4"x2O" AND SHALL BE TINNED COPPER AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF GROUNDING CONNECTIONS. THE HARDWARE SECURING THE MGB, AND ALL LOWER BUS BARS. SHALL INSULATE THEM FROM ANY STRUCTURE TO WHICH THEY ARE FASTENED, 15. ANY PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ROOFS OR ANY OTHER SURFACE SHALL BE CORE DRILLED AND CLOSED WITH A UL RATED FIRE SAFING ASSEMBLY. IF A FIRE RATING IS NOT REFERRED TO ON THE DRAWINGS, THEN THE CONTRACTOR SHALL ASSUME A 2-HOUR RATING. 16. THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME THAT THE DRAWINGS WERE ISSUED. CHANGES MAY OCCUR AND THE CONTRACTOR SHALL VERIFY ALL ITEMS PRIOR TO PLACEMENT AND MAKE ANY CORRECTIONS 1'ATHOUT FURTHER COST TO THE OWNER. 17. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC AND SWEEPS OR BENDS AND ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL ALL CONDUITS NOT TERMINATING INTO A CLOSED AREA MUST BE SEALED TO PREVENT ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. GROUNDING: 1. THE CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE THAT ALL CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS, LINES, TRAYS. BRIDGES, PLATFORMS, AND ANY AND ALL ITEMS ARE GROUNDED PROPERLY. 2. THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH HYGROUND COMPRESSION CONNECTORS BELOW GRADE AND MECHANICAL TWO LUG COMPRESSION CONNECTORS ABOVE GRADE. USE ONLY STAINLESS STEEL SCREWS. BOLTS, WASHERS, AND NUTS FOR FASTENING. 3. CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CLAMPS. IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON -CORROSIVE APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH COLD GALVANIZING PAINT SUCH AS GLAVMOX OR EQUAL. 4. ALL CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR CHANNEL THE GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE NON-CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS, WHICH WOULD FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR. 5. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH AN ANTI -CORROSIVE AGENT SUCH AS T&B KOPR SHIELD, NO-OXY, NOALOX, PENETROX OR EQUAL. VERIFY THE PRODUCT WITH THE OWNER'S REPRESENTATIVE PRIOR TO USAGE. 6. GROUND THE ANTENNA BASES, FRAMES, CABLE TRAYS AND RACKS, AND ANY OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECT TO THE INSULATED SURFACE MOUNTED GROUND BARS UNLESS OTHERWISE NOTED IN CONSTRUCTION DRAWINGS. CONNECTION DETAILS TO BE PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 7. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTNING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MIDPOINT. 8. THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL SCHEDULE A TEST OF THE SYSTEM WITH AN INDEPENDENT LABORATORY AS SELECTED BY THE OWNER. THE OWNER'S REPRESENTATIVE WILL BE INFORMED 24-HOURS IN ADVANCE OF THE TEST. 9. STORE REDLINED DRAWINGS ON SITE AT ALL TIMES IN CAPPED PVC CONDUIT 10. CONTRACTOR TO PROVIDE PHOTO'S OF ANTENNA INSTALL (PUNCHUST ITEMS) AT TIME OF PUNCHWALK. 11. CONTRACTOR TO PERFORM PRE AND POST GROUNDING TEST FROM SHENTEL TEST WELL TO SHENTEL TEST WELL. SHENTEL TO PROVIDE MOST RECENT OHM TEST. 12. GROUND TEST TO BE PERFORMED AFTER INSTALLATION OF EQUIPMENT. CONNECTION TO GROUND RING MUST BE LESS THAN OR EOUAL TO 5 OHMS. ANTENNA SWEEP TEST CONTRACTOR WILL PERFORM TESTING ON EACH COAXIAL CABLE TO MEASURE INSERTION LOSS, AND TO ENSURE THAT EACH CABLE 15 INSTALLED AND CONNECTED TO THE APPROPRIATE ANTENNA. THESE MEASUREMENTS MUST BE PERFORMED ON THE COAXIAL CABLE WITH THE ANTENNA JUMPER ATTACHED AND A SEPARATE INSERTION LOSS MEASUREMENT ON THE ENTIRE ANTENNA SYSTEM. PRELIMINARY INSPECTION: PRIOR TO TESTING, CONTRACTOR WILL PERFORM INSPECTION OF ANTENNA AND COAXIAL SYSTEM AND RECORD FINDINGS ON ANTENNA INSPECTION FORM." ALL ITEMS SHOULD BE LISTED AS COMPLETE ON THIS FORM PRIOR TO ANTENNA SYSTEM TESTING. EQUIPMENT: TEST EQUIPMENT SHALL BE WILTRON 331S OR SHENTEL APPROVED ALTERNATIVE. PARAMETERS: ALL COAXIAL ANTENNA SYSTEMS MUST MEET A MINIMUM 1:3 TO 1 vSwR. FREQUENCIES: ALL TEST SHALL BE PERFORMED FOR THE FOLLOWING FREQUENCIES. A BLOCK RECEIVE 1660 TO 1895 TRANSMIT 1940 TO 1975 B BLOCK RECEIVE 1885 TO 1920 TRANSMIT 1965 TO 1990 C BLOCK RECEIVE 1355 TO 1680 TRANSMIT 1935 TO 1960 0 BLOCK RECEIVE 1875 TO 1900 TRANSMIT 1955 TO 1980 E BLOCK RECEIVE 1880 TO 1905 TRANSMIT 1950 TO 1985 NOTIFICATION: CONTRACTOR SHALL NOTIFY THE SHENTEL- DESIGNATED REPRESENTATIVE A MINIMUM OF 24 HOURS PRIOR TO ANTENNA SYSTEMS TESTING. AZIMUTH VERIFICATION: PRIOR TO TESTING. CONTRACTOR SHALL VERIFY THAT ALL AZIMUTHS AND DOWNTILTS ARE TRUE. VERIFICATION OF AZIMUTHS AND DOWNTILTS ARE TO BE DONE BY A THIRD PARTY. CONTRACTOR SHALL ENSURE THAT ALL CONNECTORS HAVE BEEN INSTALLED TO THE SPECIFIED TORQUE VALUES. DOCUMENTATION: ALL TEST RESULTS SHALL BE RECORDED IN SUPPLIED BASE STATION ANTENNA SYSTEM SUMMARY SHEET", ALONG PATH RESULTS OF EACH INDIVIDUAL TESTS. ONE HARD COPY WILL BE LEFT AT THE SITE AND 2 HARD COPIES AND 1 SOFT COPY WILL BE SUPPLIED TO SHENTEL AS PART OF THE CLOSEOUT DOCUMENTATION. REQUIRED TESTS: CONTRACTOR SHALL PERFORM THE FOLLOWING ON EACH COAXIAL LINE AND RECORD EACH READING ON BASE STATION ANTENNA SYSTEM SUMMARY SHEET. OPEN VSWR, SYSTEM VSWR, LOAD VSWR, SYSTEM RETURN LOSS, OPEN RETURN LOSS, DISTANCE TO FAULT. AUDIT: CONTRACTOR SHALL CONDUCT AUDIT OF MATERIALS TO INCLUDE: ANTENNA SERIAL NUMBERS AND MODEL NUMBERS PER IDENTIFIED SECTOR. CONTRACTOR SHALL RECORD FINDINGS IN "SWEEP AUDIT SHEET." PHOTOS: CONTRACTOR SHALL TAKE DIGITAL PHOTOS OF EACH ANTENNA SYSTEMS, PHOTOS SHALL BE SUBMITTED AS PART OF THE CLOSE-OUT DOCUMENTATION. CONTRACTOR'IS REQUIRED TO SUBMIT QUALITY PHOTOS, PHOTOS TAKEN OATH INSUFFICIENT LIGHT OR LACKING IN DETAIL WILL BE REJECTED AND WILL BE RE -PHOTOGRAPHED AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL PAY DEVELOPING COSTS OF ALL NON -DIGITAL PHOTOGRAPHS. PHOTOS REQUIRED OF THE FOLLOWING: ANTENNA AZIMUTHS (3 REQUIRED. 1 PER SECTOR). PICTURE SHOULD INCLUDE THE TOP OF EACH ANTENNA AS A SIDE VIEW AND WILL BE USED TO VERIFY THAT CORRECT OOWNTILT HAS BEEN APPLIED TO EACH SECTOR. VIEW FROM FACE (3 REQUIRED. 1 PER SECTOR). PICTURE TO BE VIEWED FROM BACK OF TRANSMIT ANTENNA TO INCLUDE THE TOP OF THE TRANSMIT ANTENNA AND THE SURROUNDING LANDSCAPE. TOP BUSS BAR (1 PER BUSS BAR). PICTURE SHALL BE USED TO INDICATE GROUNDING KITS HAVE BEEN GROUNDED APPROPRIATELY. DRIP LOOP (1 REQUIRED). PICTURE WILL BE USED TO VERIFY THAT CONTRACTOR HAS INSTALLED DRIP LOOP IN TRANSMISSION LINES EXISTING TOWER. EXTERIOR BULKHEAD PENETRATION (1 REQUIRED). PICTURE WILL BE USED TO VERIFY GROUNDING STRAPS ARE INSTALLED. NEATLY SWEPT AND BULKHEAD HAS BEEN WEATHERPROOFED. INTERIOR BULKHEAD PENETRATION ( REQUIRED). PICTURE WILL BE USED TO VERIFY INSTALLATION OF SURGE ARRESTOR ARRAY AND DAISY CHAIN. PHOTO DOCUMENTATION OF THE ANTENNA AND MOUNT HEIGHTS SHALL BE PROVIDED. DEI,IRY: CONTRACTOR SHALL ISSUE PACKAGE TO SHENTEL DESIGNATED REPRESENTATIVE AFTER SITE HAS BEEN ACCEPTED AND WITHIN 5 WORKING DAYS. COLOR -CODING WILL GO AS FOLLOWS: ALPHA: ATX - YELLOW -BROWN -WHITE ARX - YELLOW -WHITE -WHITE BETA: BTX - RED -BROWN -WHITE BRX - RED -WHITE -WHITE GAMMA CTX - GREEN -BROWN -WHITE CRX - GREEN -WHITE -WHITE SRLNANDOAH MOBILE COMMUNICATIONS P.O. BOX L59 EDINBURG, VA 2282L-02BO (54-0) 9BL-5123 Dvnatek TELECOMMUNICATIONS SERVICES 435 Cresviv, Drivc Tmnsfa. PA 16154 Phone: 800-835-3224 Fax: 724-646-1394 _,dynatektel ecom.com DYNATEK 4543 PRO). NO,: DR.41VN BY: M.N.T. CHECKED BY: D.C.B. SUBMITTALS I I I I I 2 19/13/0L (REVISED FINAL I 19/9/0L (FINAL 701 811210E I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICla 1l d ti4lLSD. C. LAUDO BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-2 uj CLI SHENANDOAH MOBILE COMMUNICA SITE NAME: BOWLING GREEN RIDGE 226 STONEY HILL ROAD GORE, VA 22637 NEW EQUIPMENT AND NEW ANTENNAS ON A NEW 1951 MONOPOLE (REPLACING EXISTING MONOPOLE) SITE NUMBER: VICINITY MAP No SCALE i r' DRIVING DIRECTIONS FROM THE INTERSECTIONOF I-81 AND ROUTE 37 AT EXIT 310. PROCEED NORTH ON ROUTE 37 APPROXIMATELY 5.3 MILES TO THE INTERSECTION OF ROUTE 37 AND ROUTE % PROCEED WEST ON ROUTE 50 APPROXIMATELY 9 MILES TO INTERSECTION OF ROUTE 50 AND ROUTE 688. PROCEED RIGHT (EAST) ON ROUTE 688 FOR APPROXIMATELY 1/0 MILE TO GRAVEL ACCESS ON THE RIGHT. TURN RIGHT AND BEAR LEFT THROUGH GATE AND UP THE HILL TO THE EXISTING COMPOUND. LAT.: 39*15'59.93' N LONG.: 78.18'OL.53' W (NAD 83 PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE INSTALLATION OF PCS EQUIPMENT. SUPPORT FRAMES, ICE BRIDGES, AND ANTENNA FRAMES AND CABLES ON A NEW MONOPOLE BUILDING CODE USE GROUP: U (UTILITY) CONST. TYPE: TOWER - 2C 160 SQUARE FEET SITE 084 mSHEETINDEX DESCRIPTION REV. INIT. T-I TITLE SHEET 3 MCL C-1 PROPERTY INFORMATION PLAT 3 MCL A-1 ARCHITECTURAL SITE PLAN 2 MNT A-2 TOWER ELEVATION / ANTENNA DETAILS 2 MNT A-3 SITE DETAILS 2 MNT A-[. SITE DETAILS 2 MNT A-5 FENCE DETAILS 2 MNT E-I GROUNDING DETAILS 2 MNT E-2 GROUNDING DETAILS 2 MNT E-3 GROUNDING PLAN AND DETAILS 2 MNT GN-I GENERAL NOTES 2 MNT GN-2 GENERAL NOTES 2 MNT DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & DIMENSIONS 8 CONDITIONS ON THE JOB SITE 8 SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. OTHER REQUIREMENTS FACILITY REQUIRES NO PLUMBING OR PARKING. Lk ��<<j� 4Lt 4t- LLI-04 I PROJECT SUMMARY SITE NUMBER: CDMA084 SITE NAME: BOWLING GREEN RIDGE SITE ADDRESS: 226 STONEY HILL ROAD GORE. VA 22637 APPLICANT: SHENTEL SHENANDOAH MOBILE COMMUNICATIONS PO. BOX 4.59 EDINBURG. VIRGINIA 2282L-028 PHONE: 54.0484-5123 OWNERS: KENNETH C. POOLE 214. STONEY HILL ROAD GORE, VA 22637 6 NANCY L. POOLE 6273 NORTHWESTER PIKE GORE. VA 22637 PHONE 54.0-877-1538 ENGINEER: DYNATEK TELECOMMUNICATIONS L35 CRESTVIEW DRIVE TRANSFER, PA 16154 PHONE: 800.838.322L FAX: 72L.6L6.138L CONTACT: MARK THOhPSON ZONING JURISDICTION: FREDERICK COUNTY TAX MAP NUMBER: 28-A-165 DEED BOOK a PAGE No.: DEED OF GIFT BOOK 934.. PAGE 631. AND BOOK 93L, PAGE 637 MAGISTERIAL DISTRICT: GAINESBORO A ICAS ZONING DISTRICT: RA-RURALrigNtlt�!!w► POWER PROVIDER: ALLEGHENY POWER SHONE PROVIDER: VERIZON 1 APPROVAL LIST I SITE AC ZONING CONSTR. MANAGER NETWORK-TELCO NETWORK-POWER -ROPERTY OWNER/REP FREDERICK COUNTY ZONING ADMINISTRATOR DATE: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE » `'SHENTEL 11�lJANDOAH MOBILE COMMUNICATION$ P.O. BOX 4.59 EDINBURG. VA 21824-0250 (540) 98L-51Z3 Dynatek [)YNATF.K .ISJ) 'Rol NO THAWN BY \I NT ..i. KED BY DC'i SUBMITTALS 3 I/IL/05 =IXXD OANERS PICK • 6 SC1L SLO TO C 1 9/13/04 REVISED FINAL 9/9/0' FINAL 0 811210E ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS S BITED. DAVID C. BAUDO 5 No. 011187 �RC'HTIL�,� BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 PROJECT SITE 13 2 3 4 12 5 I QQ(/T IO 9 6 PsoeM ACWY MR NO SC*i I MOP 28-A Parcel 1658 Poole, Charles K. Jr. Zoned RA Use: Residentiol 2. Map 28-A Parcels 165 and 165A Poole, Nancy L. H4 Kenneth Charles Jr. Zoned RA Use: Residentiol Parcel 165 Parcel 165A 3. Map 28-A Parcel 164 Adams. Charles F Zoned RA Use: Residential 4 Map 28-A Parcel 161C Adams. Charles F Zoned RA Use: Residential 5. mop 28-A-158 SpeiSS, Kurt Zoned RA Use: Agricultural 6 Map 28-A Parcel 157 Luttrell, Isaac L. Zoned. RA Use: Agricultural 7. Mop 28-A Parcel 133 Hunt. Gory R. and Sheila J. Zoned E12 Use 41 8 MOP 28-A Parcel 132 Mayhew. Raymond H. and Jean E. Zoned: RA Use: Agricultural 9. Mop 28-A Parcel 131 Mayhew. Raymond H. and Jean E Zoned RA Use: Agricultural 10. Map 28-A Parcel 130 Poole. Kenneth Zoned: RA Use: Agricultural 11. Map 28-A Parcel 129 Dove, Edward W. Zoned: RA Use: Agricultural 12. Mop 28—A-166 Shugoor, Antony 0. and Lisa Lytton Zoned: RA Use: Residential 13, Map 28-A- 1 70 McKee, Charlotte B. %.Stephen Butler Zoned: RA Use: Agricultural ADJOINING PROPERTY OWNER INFORMATION .HHs ti,'o%...j a-e-y rotek.-� .v 30- POW TIRO S ST39'36' n4 u CM3ES KENICM POOIE tu "AM O.B 28-4-16sA 20AE0 RAC 699 3.037% AC, NUMBER dRECnON OrST •'�j•/�}; per LI S 33'4058' E 299 Sd L2 S 60'4306' E 169.81' L3 S 0 r 12'08" E 120.36 � 8 LEA S 33' 40"58 E 70Oo 00' L5 S 56'19'02' w 70.00 e t L8 N 33' 40 58' w 7000 L7 N 56' 19'02- E 70 00 i O 46 I 1 LEASE 4900 SOFT. OR 0. 112 AC. r eoo' ro wE T8N3( t12E e- wA •.T 4 125MONOPOLE (LNUT) 00 ♦ L f ep� Oyk / r ROD FRO 2Y EE�ORESS AND EK$SS Es, A70 n0ENVLES \\ \ 8 I PARCt1A 163 I I R z On �RQ 579 1 121 960 AC I SEMACIA UK - - - - - —-- - - - - i� N T 1 �5 cS- . RO0 FIND CPAIRE5 KENIE7E N TAX PARCEL 28-A-1656 DA 746 PG 1243 P �pTE�p PA S o00 AC. 1 • POTOMAC EDISON CC4EPANr _ IT EASEMENT FOR POWER LME 8 1 O.B. 441 PC. 784 -a ' PORpt POLE I •Rai - 824 T7' POWA POLE LE STO ROAD t40U� 668) 57564326TAL w • P(R OB 407 P8. 72)_ _ ASPKALT d h 70 30 T ROD FN0 NUMBER DELTA CHORD BRG, ITANGENT IRADAUS ILPC CNOR0 C1 2r02*08" S s112'02•- E 1803 75.00 35.59 3S06 C2 59-31'00" 1 S 30 ' 36" E 142.88 175.00 -, 74.45 COPY OF ORIGINAL APPROVED LEASE AREA SURVEY 707FOLLOSRFIO EASEMENTS HERE LAM w ME ME ApR dPREPARED er 9RTAM 4 CO EMAN. PLEA FU 132A56 r Ol 00 US LEASE TO C E. RECK D 6 523 PG u 2 POMAMC EOTSOM CG✓ANT EASEMENT " RESHOENTML • -'XX COHw1-0- DOES NOT -MCI UAECT AS -'APE. OR - +'; 735 31 6I1 Se APE AND ►OTOMAC TELEPHONE CN~ EASEMENT ME ROLES. rWURES. Cut WPES. ETC ALONG r%( wAlN SOE Or ROUTE 50: 06 293 PO 3e7 EASEMENT DOES HOT AMCI SMf: CT LEASE AREA •) NO909M VMG•AA POW* CAM' EASEMENT FOR POLE LANE! ESTAs1aNED FOR H fIM 2EM: DOTE FOR wOnwTG OF'RO.M SO TO f" LANES. O.s. I.4 PG 293 EASEMENT GOES NOT AMCT S`R ECT 'USE AREA S) NORr1E7•T YOGNA POWER COMPAMT EASEMENT TOR all'' SERv" To eMN; Ds. 270 RG SN. MENEM,r OOES NOT AFFECT KJ4�: LEASE AREA, 6) NDA ,4- `Po"' ►AREA CO WMV EASEMENT FOR CONSMxrwG. OPEAATRTG• AND MQMIA0-* AN ELECrRO VE 09 .47 RG 2,41 EASEMENT DOES HOT ArtECT SSAECT LEASE APE& NOR1) EOIL PO PPWR SSNviC 2% 2 EASEMENT OOES NOTy WfECT SHAME'.. LEASE AREA C 0 11- 150' . SHENlEL SHBNANDOAN MOBIL.E COMMUNICATIONS P 0. BOX 459 EDINBURG. VA 22824-0280 ,540) 984-5123 Dynatek DYNATE3i PROI NO DRAWN Bl CHECKED BY b i9 SUBMITTALS S I/IL/OS ADM D GrnERS PHONE Ps SCALE RAP TO C.1 9/13/04 REVISED FINAL 9/9/01. FINAL ISSUED FOR REVIEW rHE INFORMATION CONTAINED IN 'HIS SET OF DOCUMENTS IS 'ROPRIETARY BY NATURE. ANi USE OR DISCLOSURE OTHER TH '. HAT WHICH RELATES TO C! NAME IS STRICTLY PR(-' •- BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: PROPERTY INFORMATION PLAT SHEET NUMBER: C-1 EXISTING 12' WIDE CHAIN -LINK FENCE GATE EXISTING UTILITY BACKBOARD x E x x x x X 7 x SUGGESTED POWER ROUTING (SHALL BE 12" MIN. INSIDE FENCE) SUGGESTED TELCO ROUTING x EXISTING VERIZON CSC CABINET (SHALL BE 12" MIN. INSIDE FENCE) x W x EXISnNG ICE BRIDGE SHALL BE REMOVED EXISTING MONOPOLE TO BE REMOVED PROPOSED 195' MONOPOLE (FOUNDATION SHALL BE A MINIMUM OF 6' FROM EXISTING MONOPOLE FOUNDATION) PROPOSED SHENTEL Gf MOUNTED ON ANTE I" X W�r r r— E E E E x x x 28'-3' —E x— PROPOSED SHENTEL 10'X16' EQUIPMENT PAD — n A' ARCHITECTURAL SITE PLAN x Am CNAET I x PROPOSED 12'X22' SHENTEL LEASE AREA EXISTING EQUIPMENT PLATFORM EXISTING ICE BRIDGE (SHALL BE EXTENDED TO NEW MONOPOLE) x EXISTING 6' HIGH CHAIN -LINK FENCE W/ 3 STRANDS OF BARBED WIRE ON TOP A/C A/C x EXISTING VERIZON EQUIPMENT SHELTER x PROPOSED SHENTEL ICE BRIDGE EXISTING CONCRETE STOOP PROPOSED POST MOUNTED WORK LIGHT (DIRECTED TOWARD CABINETS) x x VPROPOSED SHENTEL PPC RAC x a .P x PROPOSED 6' HIGH CHAIN -LINK FENCE W/ 3 STRANDS OF BARBED WIRE ON TOP (COMPOUND EXPANSION) K 0 x I 2' 0 2' 6' x SCALE. SHENTEL SMENANDOAIr . P.O. BOX 459 EDINBURG, VA 2282L-0280 (54.0) 984.5125 Dynatek TELECOMMUNICATIONS SERVICES 435 Crestview Dn- Tmnskr. PA 16154 Phone $00-939-3224 Fax 774-646-1394 www dynamktclecOm can DYNATEK i847 PROJ NO DP,Au'N BY M N T CHECKED BY D C B SUBMITTALS 2 9/13/OL REVISED FINAL 9/9/OL FINAL 0 8/12/01. ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE jOOTTHpER� THAN NAME iS S�IIWA 'PK(7A1�TEDNT DAVID C. BAUDO BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: ARCHITECTURAL SITE LAYOUT SHEET NUMBER: A-1 PROPOSED LIGHTING ROD - PROPOSED SHENTEL ICE BRIDGE EXISTING CHAIN LINK FENCE WITH STRANDS OF BARBED WIRE EXISTING VERIZON ANTENNAS RELOCATED FROM W EXISTING POLE O SAME RAO CENTER (98') z W U Q Z Z W z PROPOSED SHENTEL CPS ANTENNA MOUNTED ON ICE BRIDGE SUPPORT POST SHENTEL EQUIPMENT PAD EQUIPMENT SHELTER 0 16' SCALE: w z W 0 0 0- 0 a ANTENNA INCTu A(ION NOT C 1. AZIMUTHS OF ANTENNA SHALL BE AS FOLLOWS: SECTOR 1.50' SECTOR 2.175' SECTOR 3.280- 2 SHENANDOAH PERSONAL COMMUNICATIONS REQUIRE A 3RO PARTY CERTIFICATION FOR THE AZIMUTH & RAO CENTER OF EACH ANTENNA, 3, CONTRACTOR SHALL VERIFY THE OOWNTILT OF EACH ANTENNA WITH A DIGITAL LEVEL 4 CONTRACTOR SHALL PROVIDE PHOTO DOCUMENTATION THAT ANTENNAS ARE PLUMB .ANTENNA ORIENTA COAXIAL CABLE MINIMUM BEND RADIUS CABLE SIZE MINIMUM BEND RADIUS )4 10- 7�- 18- tY. 22' t 28' B; 81 MINIMUM OF 75% OR 70- IN A SOUTHERLY DIRECTION CPS MINIMUM SKY VIEW REQUIREMENTS C2 Al ECTOR A - 50' OBSTRUCTIONS MUST COAX BEND TABLE GPS ORIENTATION DETAIL TOWER ELEVATION 5 1 CABLE SECTOR 1 SECTOR 2 SECTOR 3 COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) TRX RX TRX RX TRX RX ANTENNA JUMPER FLC 12 50J 1/2 Cl C2 FLC 12 501 1/2' C1 C2 FLC 12 50J 1/2' Cl C2 6' 6' 6' 6' 6' 6' MAIN CABLE 1 5/8" 225' 225' 1 5/8- 225' 225' 1 5/8- 225' 225' EQUIPMENT JUMPER FLC 12 SOJ 1/2" 4 4 FLC 12 50J 1/2' 4 4 FLC 12 50J 1/2' CABLE COLOR CODE Cl IYELLOW BROWN WHITE C3 RED BROWN WHITE C5 GREEN BROWN WHITE CZ I YELLOW WHITE WHITE C4 RED WHITE WHITE C6 GREEN WHITE WHITE ANTENNA RV65-19-000P RV65-19-OODP RV65-19-000P RADIATION CENTER 195' 195' 195' MOUNT TYPE LOW PROFILE ANTENNA PLATFORM MC-PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC-PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC-PA12S-9-72 AZIMUTH 50 DEGREE 175 DEGREE 280 DEGREE DOWN TILT 0 DEGREE 0 DEGREE 0 DEGREE `SHENTEL iHENANDOAH M061L E COMMUMCATIONS P.O. Box L59 EDINBURG. VA 22824-029; (540) 98L-S123 Dynatek TELECOMMUNICATIONS SERVICES 435 Crestview Dnve Transfer, PA 16154 Phone 900439.3224 Fax 724646-1384 - dynatektele cam DYNATEK a643 PRO) NO DKAWN BY M N T CHECKED BY D C B SUBMITTALS 2 9/13/04 REVISED FINAL 1 9/9/04 FINAL 0 8/12/01L ISSUED FOR REVIEW INFORMATION CONTAINED IN -S SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT NAME SHSH RTiR7ET'MI/tITFIDNT G Yy� U DAVID C. BAUDO N0. 011IS7 1114i0T '91�CFiiTE� BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE. VA 22637 SHEET TITLE: TOWER ELEVATION/ ANTENNA DETAILS SHEET NUMBER: A-2 E u Z 3/4' CHAMFER 10" CONCRETE TO BE BROOM r FINISHED COMPACTED NON -ORGANIC\ FILL AS REOUIRED OR UNDISTURBED SOIL SECTION VIEW CYPICAL EQUIPMENT FOUNDATION DETAIL SHENTEL EOUIPMENT SHENTEL PPC CABINETS FIELD CUT PIPE TO LENGTH CAP W/ GALV METAL CAP FLEX JUMPERS 11 10 GROUND RING CANOPY SUPPORT ELEVATION PLAN VIEW 36" MAX. /2 AWG BTCw IN 3/4- PVC CONDUIT (ENDS SHOULD BE SEALED WATERTIGHT WITH CAULKING) GROUNDS TO BE BONDED WITH LIKE METAL /2 AWG BTCW _,_--IN 3/4" PVC CONDUIT 3 1/2"0 CALV. STD WT PIPE. i 1 . I 6" MIN COMPACTED—12.; GRAVEL BASE �.T 2- ICE BRIDGE POST DETAIL MONOPOLE —� CADWELD GALV. STEEL PIPE CAP WAVEGUIDE SUPPORT BRACKET 24 WAVEGUIDE ICE BRIDGE COAX 3 1/2 o SCH. 40 GALV. STEEL PIPE 4' GRAVEL 61 CANOPY SUPPORT SECTION NOTE ALL STEEL IS TO BE GALVANIZED ICE BRIDGE WASHER/NUT BOTH SIDES C jj[ALL THREAD TRAPEZE WASHER/NUT nn7�xnnnn / BOTH SIDES � f� /l„J` Z)n0 J / SNAP -IN FOR COAX 1 TYPICAL TRAPEZE DETAIL /2 AWG BCTW GROUND LEAD FROM WAVEGUIDE TO WAVEGUIOE SUPPORT POST s Z 1" CROWN TOP OF PIER WASHER/NUT BOTH SIDES 13. SHENTEL THEN ANMAH MOP ILE COMW NICATIONS P.O. BOX 459 EDINBURG, VA 22824-0280 (51.0) 98J -5123 DynatL7k- TELECOMMUNICATIONS SFRVICT S, 435 Cmmiew Dnve Transfer, PA 16154 Phone $00-836JL'4 Fu T21.646.1384 www dynawkielecom con DYNATEK 4841 PROI NO DR.A14N BY M.N.T CHECKED BY D C B SUBMITTALS a9/9/04 ISED FINAL L ED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STR ITED. U DKVID C. BAUDO No. 011187 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-3 �i , _0 1 5/8" UNI-STRUT SECURED TO POSTS WITH U-BOLTS m T " DIA POSTS DDED IN 12' . . 3' DEEP CONCRETE FOOTING NOTE, THE METER BACKBOARD SHALL BE CONSTRUCTED IN A SIMILAR FASHION. PPC BACKBOARD DETAIL ADJUSTABLE CO -LOCATION MOUNTING PIPES AS MANUF BY ..... „1.IC-PA12S-9-72 OR APPROVED EQUAL. ANTENNA MOUNTING DETAILS 2" POWER CONDUIT TO POWERHOUSE 2" POWER CONDUIT FROM METER UNIT 2" TELCO CONDUIT TO BTS UNIT AND 2" TELCO CONDUIT FROM TELCO OEMARC 3 "--IL 2' - 1 - 3 O I v 1" LIQUID TIGHT FLEXIBLE CONDUIT FOR GROUNDING (TYP ) I i� 6" .000 0 l0 00 0 - K I N PROPOSED CPS ANTENNA WAVEGUIDE ICE BRIDGE 2 ' EQUIPMENT PAD LAYOUT DETAIL 2 POWER CONDUIT FROM PPC TO POWERHOUSE 2" TELCO CONDUIT FROM PPC TO BTS UNIT 1 o' NOTE: GROUNDING LEADS ON EQUIPMENT PAD MUST BE SECURED. I'_5"L ml >��'SHE1VTEl SHENANDOAH MOBILE COMMUNICATIONS P.O. BOx 459 EDINBURG, VA 22824.0280 (540) 984-5123 Dynatek1 DYNATEK 4943 PROJ NO DR.AA-N BY -I N T CFOrCKE.D BY D C B SUBMITTALS 2 9/13/04 REVISED FINAL 1 9/9/04 FINAL 0 8/12/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED I THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER TW THAT WHICH LIED NAME IS U AVID C. BAU DO No. 011187 `�RCFiT11�LC BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE. VA 22637 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-4 1 5,-0- 3 STRANDS OF BARBED WIRE e'-0' — 3/B' DIA. ADJUSTABLE TRUSS ROD TYPICAL B SIDES OF CATE. r aw' 1 5/8' DIA. SCHEDULE 40 BRACING RAIL. TYPICAL BOTH SIDES OF GATE. < 2- FINISH & 4" COMPACTED L IS' DW T2 95% BASE MATERIAL. DEPTHS y DIA_ MAYVARY AS DETERMINED BY CONSTRUCTION MANAGER TYPICAL FENCE AND GATE DETAIL A5 EXTENSION ARM WITH 3 STRANDS OF BARBED WIRE TOP RAIL POST OUTSIDE FACE OF FENCING EXTENSION ARM INSTALLATION DETAIL 0j" MINIMUM OIA. PIPE, PER ASTM—F1083 (WELDED FRAME CONSTRUCTION) DOUBLE SWING GATE - OPENING WITH VARIES. SEE PLANS CONTRACTOR SHALL INSTALL A SHENTEL PROVIDED STYMIELOCK o a 'MTS' MULTI -LOCKING DEVICE MT-C677, (O.F.CA.) /2 AWG CATE DIAGONAL CALV. 2 1/2' DIA. SCHEDULE 40 LINE POST, PER ASTM -F10B3. 0$ DIA. PIPE EQUALLY SPACED O 8'-0' c- TIE WIRE. MIN. I CAGE GALV. STEEL _ e'-0 TYP SCHEDULE40 �TED AT POSTS AND RAILS WITH HOG RINGS SPACED O 24' c-c TOP RAIL & BRACE RAIL STS (tYt PIPE, PER ASTu—ft083 - .. FINAL CRADE SHALL BE� UNIFORM AND LEVEL DUCK BILL OPEN GATE - - HOLDER. LOCATION SHALL.. " BE FIELD VERIFIED 'l 74 v TENSION WIRE. 9 GAGE t4j' D A PIPE, CATE ,Q a ABOVE CRADE FRAME INTERIOR Z DIAGONAL GALV. BRACING STEEL TURNBUCKLE OR DIAL. GATE POST CONCRETE U. GEOTExTILE FABRIC > THREADED ROD FOUNDATION (3000 psi) 12' LINE POST CONCRETE I L CORNER POST CONCRETE FOUNDATION (3000 psi) DA. FOUNDATION (3000 psi) B DA. 12' DIA -I (TYP.) /2 AWG BCW RING GROUNO/2 AWG BCW (MIN 18- BELOW ROUGH GRAr)F1 NOTE 1. THE /2 AWG, BCW, FROM THE RING GROUND SHALL BE CADWELOED TO THE POST ABOVE GRADE. 2. BONO EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. GATE JUMPER SHALL BE N4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID BURNOY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION, RING /2 AV CABLE TO CABLE CADWELD :r SHEWEI SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG. VA 22824-0280 (540) 984.5123 -3' DIA SCHEDULE 40 CORNER POSTS l STRETCHER BAR 1 BE BRACING Dynatek FRAILBETWEEN ALL CORNER POSTS AND ADJACENT LINE POSTS 8' HIGH ALUMINIZED STEEL TELECOMMUNICATIONS SER%'ICFS -FENCE FABRIC. 9 GAGE. 2 INCH MESH, PER ASTM-A392 435 Cremriv ie De Iyl' MAX. CLEARANCE Transfer, PA 16154 NOTES: Ph— $00-939-3224 1. INSTALL FENCING PER ASTM F-567 Fm 724-646.1394 2.INSTALL SWING COTES PER ASTM F-900 I — dynarekmlecom com 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REO'0 4. POST & CATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPES SHALL BE 0Y- CALV. DYNATF3C PROI \IS 4943 (HOT DIP, ASTM A120 GRADE 'A' STEEL) ALL FRAMES SHALL BE WELDED. DRAWN BY MN.T ALL WELDING SHALL BE COATED WITH (3) CHECKED BY D C B COATS OF COLD GALV. (OR EOUAL). _ 5. ALL OPEN POSTS SHALL HAVE ENO —CAPS. 6. USE GALVANIZED HIG—RING WIRE TO MOUNT ALL SIGNS. 7.ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE. SUBMITTALS I�� aTTaW LD I�RING F VERTICAL POST CONNECTED TO RING VERTICAL POST NOT CONNECTED TO RING NOTE: 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY IDO FOOT STRAIGHT RUN OF FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING 2 9/13/04 REVISED FINAL 1 9/9/04 FINAL 0 8/12MA ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELA r AME IS STRICTLY P N U DAVID C. BALIDD No. 0 if 187 BOWLING GREEN RIDGE SITE 084 226 Stoney Hill Road Gore, VA 22637 SHEET TITLE: FENCE & GROUNDING DETAILS SHEET NUMBER: A-5 FENCE GATE GROUNDING (IF APPLICABLE) FENCE GROUNDING (IF APPLICABL FINISHED GRADE, AC OR CONC PAVING MATCH TRENCH SLOPE AND THICKNESS r OF EXISTING METALLIC WARNING TAPE .. I ^ Z_ UNDISTURBED m j \ a ELECTRICAL CONDUIT (MIN. 3" PVC SCH 40) WHERE APPLICABLE 6" MIN. COMPACTED 8ACKFILL PER SPECIFICATION EARTHWORK OR CLEAN CONCRETE TELCO CONDUIT (MIN. 3" PVC SCH 40) WHERE APPLICABLE NOTE TO CONTRACTOR INSTALL PULL BOXES ON RUNS EXCEEDING (4) 90' BENDS PER NEC STANDARDS. CONDUIT SEPARATION TO BE VERIFIED WITH LOCAL UTILITY CO. CONTRACTOR TO INSTALL D860 NYLON PULL STRING IN POWER AND TELCO CONDUITS. A MINIMUM OF 1' OF STONE DUST REQUIRED IN BACKFILL. TELCO/POWER UTILITY TRENCH DETAIL ICE BRIDGE POSTS I//— ICE BRIDGE ICE BRIDGE LAYOUT ------------------------------ I � I I /2 BARE TINNED COPPER WIRE I I (EQUIPMENT GROUND RING) I I I (TYPICAL FOR 6) TOWER BOTTOM I I COAX CABLE GROUND BAR GROUND KIT I LOCATION OF GROUND I ATTACHMENT SPEC. I I r M6 STRANDED TINNED WIRE TO INSTALLATION Ir TOWER TOP GROUND BAR TtNNEO--rOPP R YIR I • i I I I 1 1 . I /6 STRANDED TINNED WIRE I I 1 I a TR CQEPER_ IR TIU ED-.r-OPP R R (GREEN THWN INSULATION) I . /2 BARE TINNED CQPPEFIL WIRE _ I I BATTERY #�ARf_TINNED COPPER WIRE _ I CABINET PRMMOADR CELL RADIO I CABINET I /2_JLARE TINNED COPPER WIRE I DYNAT K _y PRO) NO 4843 I BARRL TINED COPPER WIREI 1 \ ��CHECKEDBY�\GROUNDING ICE pr SYSTEM BRIDGE 6 SUBMITTALS 4_10' 8" 2._1. 7' 3" ANTENNA COAX GROUND KIT (3 SECTORS) 8'-8" 6' 2•-3" GROUNDING DIAGRAM 9/13/OL REVISED FIN.U- rPROPOSED 9i9iO4 FINAL ANTENNA (TYP ) / ) 8/12/01. 1 ISSUED FOR REVIEW 2" TELCO CONDUIT 2" A.0 CONDUIT 2 BARE TINNED PP A ED COPPER WIRE U( JUMPER ANTENNAS UNO KIT I CABLE :ROUND BAR 0 0 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER BOTTOM GROUND BAR 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER STEEL ANTENNA GROUNDING DETAIL 8" DIA x 24' DEEP INSPECTION WELL P.V.C. SOIL PIPE WITH CAP OR EQUIVALENT EXISTING GRADE---, CADwELD (TYP.) 5/8" DIA. x 10' LONG COPPER CUD GROUND ROD CADWELO GROUND TEST WELL DETAILS %2 AWG SOLID TINNED COPPER WIRE TEST LOOP EXTENSION 3/4' CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2- OF TOP OF GROUND LOOP WIRE #2 SOLID TINNED COPPER #2 AWG SOLID TINNED COPPER WIRE CADWELD CONNECTION (TYPE-GT) TO GROUND ROD 'HE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELAIEZS IO CLIENT v D.,%VID C. BAUDO No. 011187 11/q/D� BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE. VA 22637 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-1 SOOW QUARTZ LIGHT. ORIENT TO SHINE ON EQUIPMENT 3" CONDUIT FROM POWER UTILITY. 90' ELBOW AND RISER SHALL BE PVC SCH 80 (VERIFY WITH LOCAL UTILITY CO,) 4' CONDUIT FROM TELCO UTILITY. 90. ELBOW AND RISER SHALL BE PVC SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) ELECTRICAL RISER DIAGRAM CSC CABINET 2" PVC FROM CSC CABINET (QUAZITE HANDHOLE) 2" PVC FROM POWER UTILITY 5 7/t6' 3/4" o 0 2^ o o ° C o o° o p� 0 0 o° 0 0° ®0 0 O T O 0 0 0 1 1 LEGEND 1— COPPER GROUND BAR, Y4"X 4"X 20". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2— INSULATORS. 3— 5/8" LOCKWASHERS. 4— WALL MOUNTING BRACKET. 5— 5/8-11 X I" H.H.C.S.BOLTS. PRIMARY RADIO MOD CELL CABINET 2" PVC TO PPC BTS RADIO CABINET 2" PVC TO PPC BTS POWER CABINET UTILITY RACK SUPPORT POST ON/OFF SWITCH TELCCO POWER z MECHANICAL CON', Cv CFI DUPLEX RECEPTACLE BATTERY GROUND RING CABINET U O J2 AWG BCTW GROUND ROD / COPPERWELO 5/8"oxI0'—O" LONG M11111111 FROM ANTENNA NOTE: X DO NOT INSTALL CABLE GROUND KIT TX AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CICBE JUMPER REQUIRED ONLY WHEN 1 1/4"0 AND LARGER (TYP,) CABLEWAVE CONNECTOR WEATHERPROOFING KIT (TYP.) —WEATHERPROOFING KIT, CABLEWAVE (TYP ) STANDARD CABLEWAVE GROUND KIT (TYP.) (SEE NOTE) ANTENNA CABLE TO CABLE TRAY (TYP.) M6 AWG HARGER BUSS BAR MOUNTED NEAR/BELOW ANTENNA GROUND ROD DETAIL MECHANICAL TYPE CONNECTION GROUND BAR ON WALL OR ON ANTENNA TOWER DETAIL 6, E-2 MECHANICAL TYPE CONNECT101 TO BE USED WITH /4 AWG BC TO BUILDING OR GROUND RIND WORK LIGHT DETAIL /6 AWC FROM ANTENNA CABLE GROUND KIT i --� CONTRACTOR TO UTILIZE KOPR—SHIELD (THOMAS k BETTS) ON ALL LUG CONNECTIONS 4 GROUND BAR DETAIL 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER TOP COLLECTOR GROUND BAR GROJup BAR _ J c° - O O O TWO HOLE LUG TO BE USED WITH N4 BARE TINNED COPPER WIRE TO GROUND RING .`WI SHENTEL SHENAN[1VAH MOBILE COMMUMCATION\ P.O. BOX 459 EDIN8URG, VA 22821.-0280 (540) 984-5123 Dynatek TELECOMMUNICATIONS SERVICES 415 Cmsmm Drive Tmnskr, PA 16134 Phone 900-838•3224 Fax 724-646-1394 vnvw dynnehtele co. D\'NATEK �Ii7 PROJ NO DRAWN BlM N T CHECKED BY D C B SUBMITTALS 9113/04. REVISED FINAL 9/9/04 FINAL 8112,101. ISSUED FOR REVIEW INFORMATION CONTAINED IN S SET OF DOCUMENTS IS )PRIETARI' BY NA LIRE. ANY aT WDI J,WIES NN v DAVID C. BAUDO No. 0111S7 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-2 STANDARD GROUND BAR DETAIL GROUNDING DETAIL INSTALLATION OF GROUND WIRE TO TOWER BOTTOM GROUND BAR STANDARD EQUIPMENT GROUNDING DETAIL ELEC`rRICAL SYMBOLS ® GROUND TEST WELL WITH GROUND BAR ABBREVIATIONS ® GROUND ROD WITH ACCESS AWC AMERICAN WIRE GAUGE e xIT GROUND ROD BCTW BARE COPPER TINNED WIRE ® GROUND R00 GPS GLOBAL POSITIONING SYSTEM PCs PERSONAL COMMUNICATION SYSTEM DISCONNECT SWITCH PPC POWER PROTECTION CABINET MR METER ON METER/BREAKER UNIT PRC PRIMARY RADIO CABINET RWY RACEWAY j CIRCUIT BREAKER TYP- TYPICAL RCS RIGID GALVANIZED STEEL GE GENERATOR EMT ELECTRICAL METALLIC TUBING 0 MECHANICAL TYPE CONNECTION DWG DRAWING IGR INTERIOR GROUND RING (HALO) CADWELD TYPE CONNECTION ACCA ANTENNA CABLE COVER ASSEMBLY MIGB MASTER ISOLATED GROUND BAR CIBGE COAX ISOLATED GROUND BAR EXTERNAL --'— GROUNDING WIRE '-�—' BTS BASE TRANSMISSION SYSTEM CB INTERLOCKING MECHANISM GEN GENERATOR GR GROWTH SICW STRANDED INSULATED COPPER WIRE KEYED NOTES. tD GROUND RING SHALL CONSIST OF 02 AWC SOLID BARE TINNED COPPER WIRE BURIED 36' BELOW FINISHED GRADE OR 6" BELOW FROST LINE O /2 AWC INSULATED STRANDED COPPER WIRE EOUIPMENT GROUND TO GROUND RING. (FOR LOCATIONS SEE DETAIL ON SHEET A-4) O INSPECTION WELL. VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER. Q 5/8- COPPER CLAD GROUND ROD. MAX SPACING: 10'-0' O.0 O /2 AWC COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE POST. © 02 AWC SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOLID COPPER CONDUCTC^ FOR UTILITY METER (NOT SHOWN) O7 1/4• X 4" X 20- TINNED COPPER EQUIPMENT GROUND BAR Q8 1/4' X 4" X 20- TINNED COPPER (UPPER) TOWER GROUND BAR O 1/4- X 4- X 20- TINNED COPPER (LOWER) TOWER GROUND BAR MOUNTED ON TOWER. CADWELD LEADS TC GROUND RING AT TWO(2) PLACES. OO 02 AWC SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) 1O TEST WELL WITH GROUND BAR (2 TYPICAL) 02 AWG SOLID BARE COPPER TINNED WIRE TO EQUIPMENT GROUND RING WITH TINNED SOLID COPPER CONDUCTOR TO GROUND BAR INSIDE CSC CABINET O 02 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOUD COPPER CONDUCTOR TO CSC CABINET NOTES- 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT GROUND RODS AND AT A MINIMUM OF 30 OR 6 BELOW FROST LINE. WHICHEVER IS DEEPER. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 3 ALL GROUND WIRE SHALL BE 02 AWC SOLID BARE COPPER TINNED UNLESS NOTED OTHERWISE. 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT. 6 EACH EOUIPMENT CABINET SHALL BE CONNECTED TO THE GROUND RING WITH /2 AWC INSULATED STRANDED COPPER WIRE. SEE DETAIL I ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS. 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR. 8 KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 9. ALL CADWELD CONNECTIONS SHALL BE INSTALLED UTIUTIZING THE PROPER CONNECTION/TOOL AND MATERIALS FOR THE PARTICULAR APPLICATION. 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF 3/8" DIAMETER AND SHALL BE STAINLESS STEEL. 11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A 'CHOKE POINT. 12. PLASTIC CLIPS OR METAL CLIPS WHICH 00 NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED 13 STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD 14. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT, 15 ALL GROUND LEADS (ABOVE GROUND) WILL BE PLACED IN 3/4" LIQUID TITE FLEXIBLE CONDUIT, WITH THE EXCEPTION OF THE GROUND LEADS GOING TO BOTTOM TOWER BUSS BAR WHICH WILL BE IN RICID PVC 16 ALL CONDUITS THAT LAY ON EOUIPMENT PAD SHALL BE SECURELY FASTENED DOWN TO CONCRETE PAD .l-*7SHENTEI SHENANDOAH MOBILE COM 4UMCAT10uS P.O. BOX 459 EDINBUtG. VA 2282L•0280 (540) 98L-5123 Dynatek TELECO.MMLN[CATIONS SERVICES 435 Cremim Drive Transfer, PA 16154 Phase 900-976d224 Fu 724-646-1764 — dynatektelmo cam DYNATEK 4xa, PROJ NO DRAWN BY %I N ; CHECKED BY D C B SUBMITTALS 2 9/13/01. REVISED FINAL 9/9r04 FINAL 0 8n2i0t 1 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STR I ITED. L QF U DAVfD C. BAUDO No. 0111S7 //X/45' BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING PLAN & DETAILS SHEET NUMBER: E-3 NOT TO SCALE GENERAL NOTES: SITE WORK: i. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION, AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN ALL THE DRAWINGS, SPECIFICATIONS, SCOPES OF WORK, BILL OF MATERIALS, AND ANY OTHER DOCUMENT ISSUED BY SHENTEL. 2. THE CONTRACTOR SMALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, LAWS. ORDINANCES. REGULATIONS, SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES. AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES. 3- ALL MATERIALS SUPPLIED BY THE OWNER, OWNER'S REPRESENTATIVE, AND THE CONTRACTOR, SMALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER MANUFACTURER'S RECOMMENDATIONS. 4, ANY CONTRACTOR SUBMITTING BIOS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF/ HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF WORK INTENDED FOR THE PROJECT. THIS WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 5. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING THE RELATED WORK. ANY MINOR ERRORS OR OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS, DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 6 ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. ANY EXCESS MATERIALS WILL BE RETURNED TO THE OWNER'S REPRESENTATIVE AND DELIVERED TO THE WAREHOUSING FACILITY PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE, 7, THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO A NOTICE TO PROCEED (NTP) HAS BEEN ISSUED AND A PRE -CONSTRUCTION MEETING AT THE SITE HAS TAKEN PLACE. 8 ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN ONE-YEAR WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM THE OWNER 9. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER ON SITE AT ALL TIMES THAT ANY WORK IS BEING PERFORMED A SUB -CONTRACTOR IS NOT DEFINED AS A DESIGNATED MANAGER. 10 THE SUCCESSFUL CONTRACTOR SHALL PROVIDE A SCHEDULE LIST OF ALL SUB -CONTRACTORS WITH ADDRESSES. CELL PHONE NUMBERS AND HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF AN NTP 11 THE CONTRACTOR TO KEEP A COMPLETE AND UP TO DATE SET OF THE DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, AND BILL OF MATERIAL ON THE SITE AT ALL TIMES. THIS IS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON A DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET. 12, A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE CONTRACTOR NEAR THE COMPLETION OF THE PROJECT TO BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF AS -BUILD DRAWINGS TO THE NEW COPY. THIS NEEDS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITH THE CLOSE OUT DOCUMENTS. 13. ON ANY CO -LOCATION SITE, THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION TO THE OWNER'S REPRESENTATIVE IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION OR TEST. 15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO THEM AND REPORT ANY SHORTAGES AND DISCREPANCIES TO THE OWNER'S REPRESENTATIVE OF THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY ON ANY ITEM, IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE. 16. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT. 17. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING. EQUIPMENT, WALKS. DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE TOILET FACILITIES FOR DURATION OF THE CONSTRUCTION PROCESS, TOILET IS TOBE REMOVED FOM SITE WITHIN FIVE BUSINESS DAYS OF COMPLETION OF CONSTRUCTION. 1. THE CONTRACTOR SHALL GRUB THE SITE AREA AND ANY ACCESS ROAD CLEARING AND REMOVING A MINIMUM OF 6' TO ACHIEVE A STABLE SUB -BASE TO ACCEPT FILL OR OTHER MATERIAL SPECWIE0 FOR THE SITE AND ACCESS ROAD. THE GRUBBING SHALL BE REMOVED FROM THE SITE AND NOT REUSED IN ANY PART OF THIS PROJECT. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CALL THE LOCAL LOCATING AUTHORITIES TO VERIFY THE LOCATION OF ANY UNDERGROUND UTILITIES OR LINES THAT EXIST WITHIN THE ENTIRE PROJECT AREA. THE CONTRACTOR SHALL PLACE THESE ITEMS ON THE AS -BUILD DRAWINGS. 3 IF LANDSCAPING IS REQUIRED, SUBMIT TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD TO THE OWNER'S REPRESENTATIVE. IF A LANDSCAPE ALLOWANCE IS INCLUDED. PROVIDE A LIST OF PROPOSED ITEMS AS WELL AS A LANDSCAPE PLAN ON NURSERY LETTERHEAD. 4. ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODES AND IN ACCORDANCE WITH THE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. 5. THE ACCESS ROAD. IF REQUIRED. WILL BE CONSTRUCTED FIRST BEFORE ANY OTHER WORK ON THE SITE IS PERMITTED. BRING THE ROAD TO SUB BASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE THE ROAD FOR THE PROJECT AND COMPLETE THE ROAD AFTER THE CONSTRUCTION OF THE SITE IS SUBSTANTIALLY COMPLETE. 6 ALL SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE FLOW AWAY FORM THE SITE AND EQUIPMENT ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATION MUST BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 7. ALL ACCESS ROAD AND SITE AREAS WILL HAVE AN UNDERLAYMENT OF MIRAFI-50OX, OR EOUAL. 8. A SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES AND BE AN EPA REGISTERED LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. THE PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO THE OWNER'S REPRESENTATIVE. 9. GRAVEL FILL SHALL BE WELL GRADED HARD DURABLE, NATURAL, SAND AND GRAVEL. FREE FROM ICE AND SNOW, ROOTS, SOD, RUBBISH. AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. SIEVE NO. % PASSING BY WEIGHT 4' Too 1 /2" 50-85 /4 40- 75 110 30-60 #40 10-30 1100 5-20 1200 0-8 10 ALL FILL DIRT SHALL BE CLEAN AND NATURAL. FREE FROM ANY DELETERIOUS MATERIALS. ROOTS, ICE, SNOW. SOD, AND RUBBISH A COPY OF ALL DELIVERY TICKETS WILL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS FROM THE DELIVERY 11. ALL TRENCHES SHALL HAVE A SIX-INCH BASE OF CLEAN SAND FILL TO ACCEPT THE CONDUITS AND THEN ANOTHER 12" OF CLEAN SAND FILL ON TOP OF THE CONDUITS. THE REMAINDER OF THE TRENCH SHALL HAVE A CLEAN COMPACTABLE FILL PLACED IN MAXIMUM LIFTS OF 8' AND MECHANICALLY COMPACTED TO A DENSITY OF 95X METALLIC WARNING TAPE SHALL BE PLACED AT 12" BELOW FINISHED GRADE ALONG THE ENTIRE TRENCH. 12. ALL COMPACTION OF SITE AREAS SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY A SHEEP'S FOOT VIBRATORY ROLLER WEIGHTING AT LEAST 5 TONS. SMALLER AREAS SHALL BE COMPACTED BY A POWER DRIVEN HAND HELD TAMPER. ALL COMPACTED AREAS SHALL BE COMPACTED TO WITHIN 95X 13, ANY FILL OR STONE WILL BE PLACED IN MAXIMUM 8" LIFTS PRIOR TO COMPACTING. 14. FINISH GRADE. INCLUDING TOP SURFACE COURSE. SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED, 15. USE RIPRAP IN ANY AREAS WITH A SLOPE GREATER THAN 2:1. ENTIRE DITCH FOR 6 FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. AND WHEREVER INDICATED ON PLANS. 16. SEED FERTILIZER, AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, DITCHES, DRAINAGE. AND SWALES NOT OTHERWISE RIPRAPPED. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, WHICH WILL ENCOURAGE ROOTING. PREPARE SURFACE PROPERLY TO ACCEPT THE SEEDS. SOW SEEDS IN TWO OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 17. THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF THE SEEDED AND LANDSCAPED AREAS BY WATERING, STRAW, MULCH NET AND ANY OTHER PROPER LANDSCAPING METHOD NECESSARY. ALL AREAS MUST HAVE SUSTAINED GROWTH BY THE TIME OF THE COMPLETION OF THE PROJECT. 18. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. CONCRETE: 1. ALL MATERIALS, LABOR, AND METHODS SHALL CONFORM TO ALL APPLICABLE ASTM AND ACI STANDARDS AND REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL STANDARDS ARE MET AND BE ABLE TO PRODUCE THE VERIFICATION OF THESE ITEMS UPON REQUEST. 2. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AND THE TESTING LABORATORY AND INFORM THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION OR TEST. THE TEST WILL INCLUDE SLUMP, AIR ENTRAINMENT, TEMPERATURE. AND TEST CYLINDERS. A TOTAL OF FIVE CYLINDERS SHALL BE TAKEN DURING EACH POUR OR FOR EACH 50 YARDS IF THE POUR IS OVER 50 YARDS. THE FIRST CYLINDER WILL BE BROKEN AT 3-1/2 DAYS, A SECOND AT 7 DAYS, A THIRD AT 14 DAYS AND A FOURTH AT 28-DAYS. THE LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE USE IF NECESSARY. 3. ALL CONCRETE FOR THE PROJECT SHALL HAVE A 28-DAY STRENGTH OF 4,D00 PSI AND A SLUMP OF S MAXIMUM WITH THE MIXTURE PROPORTIONS MEETING THE ASTM AND ACI REQUIREMENTS. ALL ADMIXTURES AND MATERIALS USED FOR THE CONCRETE MIXTURE SHALL ALSO CONFORM TO THE PROPER ASTM REQUIREMENTS. ♦. THE CONTRACTOR WILL INSTRUCT THE CONCRETE SUPPLIER TO HAVE AN APPROVED PLASTICIZER ON THE TRUCK TO AID IN THE POURING AND PLACING OF PIERS AND FOUNDATIONS. 5 AIR ENTRAINING AGENT SHALL BE USED IN ANY CONCRETE EXPOSED TO FREEZING TEMPERATURES. 6 THE CONTRACTOR IS RESPONSIBLE FOR ALL EMBEDMENT LOCATIONS, SIZES. AND PROPER ANCHORING TO HOLD THE ITEMS IN PLACE ACCURATELY. 7. THE CONTRACTOR WILL SUPPLY AND USE A RELEASING AGENT ON ALL FORMS. ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WITH SMOOTH DOWELS AT 18" O/C WITH A MINIMUM 6- EMBEDMENT IN EACH DIRECTION AND AN APPROVED BONDING AGENT TO BE APPLIED TO THE EXISTING SURFACE 8, ALL EXPOSED CONCRETE WILL HAVE A UNIFORM FINISH AND BE SLOPED FOR DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. 9 THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM ANY ADVERSE WEATHER CONDITIONS. PREMATURE DRYING AND MECHANICAL INJURY IN INSURE PROPER CURING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE USE AND CONTROL OF ANY MECHANICAL EQUIPMENT TO INSURE THE PROPER PLACEMENT OF THE CONCRETE TO PREVENT ANY VOIDS OR GAPS. METALS: i ALL LABOR, MATERIALS. FABRICATION AND WORKMANSHIP SHALL CONFORM TO CODES AND STANDARDS OF ASTM AN AWS. 2 ALL WORK SHALL BE DONE BY A CERTIFIED WELDER THE CONTRACTOR SHALL SUBMIT A COPY OF THE CERTIFICATION TO THE OWNER'S REPRESENTATIVE. 3 ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED. ANTENNAS AND CABLES I THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDLING OF ALL MATERIALS ONCE THEY HAVE BEEN RELEASED FROM THE WAREHOUSE. 2. INSTALLATION OF ALL MATERIALS SHALL BE DONE IN STRICT ADHERENCE TO MANUFACTURER'S RECOMMENDATIONS. 3. TOWER TECHNICIANS MUST BE CURRENT CABLEWAVE CERTIFIED FOR CABLE CONNECTOR INSTALLATIONS. 4. THE CONTRACTOR SHALL PERFORM THE SWEEP TESTING WITH A WILTRON METAL 330 OR EQUAL AND PROVIDE TWO COPIES TO THE OWNER'S REPRESENTATIVE. THE REQUIREMENTS FOR THE TESTING RESULTS SHALL BE BASED ON SPRINT PCS GUIDELINES AND MUST BE STRICTLY ADHERED TO. S. THE CONTRACTOR SHALL REPLACE, AT THEIR EXPENSE. ANY CABLES, CONNECTORS, JUMPERS, PHASERS, AND ANY OTHER ITEMS OR MATERIALS THAT THEY DAMAGE. IF A FAULTY PIECE OF MATERIAL OR EQUIPMENT IS FOUND. THE OWNER WILL REPLACE IT BUT THE CONTRACTOR IS RESPONSIBLE TO REINSTALL IT AT THE CONTRACTOR'S EXPENSE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR SWEEP ALL ITEMS PRIOR TO INSTALLATION. 6. THE FOLLOWING TABLE WILL BE USED TO DETERMINE THE MINIMUM -BENDING RADIUS OF EACH CABLE: ANTENNA TRANSMISSION LINE BENDING RADII DIAM. OF CABLE LDF/ RADIUS 1/2 2 7-1/2- 7/8 5 15" 1-5/8 7 30" 2-1/4 12 38 SHENTEL SHENANDOAN kN)MLE G kl%lT `.lCAnf)NS P.O. BOx 1.59 EDINBLRG, VA 22824-0280 (540) 9BL-5123 Dynatek _ TELECOMMUNICATIONS SERVICES 435 Crestvim Dnve Transfa. PA 16154 Phone I00-636-1224 Fax 724.646.1384 - dynaleksela m com DYNATEK 4B4) PROI NO DRAK'N BY M N T CHECKED BY D C.B SUBMITTALS 2 911310L REVISED FINAL 919/OL FINAL 8r. iSSUEC =JF RE;.E,% THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN U DAVID-C. GAUDO No. 011187 11j44/o5 gR��G�C BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-1 7. THE CONTRACTOR SHALL RUN ALL LINES AND CONDUITS IN A NEAT, ORDERLY AND STRAIT FASHION PROVIDING ANCHORING AS RECOMMENDED BY THE MANUFACTURER AND WHEREVER NECESSARY TO SUPPORT THE LINES PROPERLY. ELECTRICAL: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING. FILING, AND FEES IN CONJUNCTION WITH THE PROJECT. 2 THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM THE OWNER'S REPRESENTATIVE 24-HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS MALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24-HOURS AFTER THE INSPECTION HAS TAKEN PLACE, 3 ALL LABOR AND MATERIAL SHALL CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES. RULES, REGULATIONS, AND STANDARDS. 4, ALL EQUIPMENT, HARING, AND MATERIALS MUST HAVE A UL LABEL. 5 ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 6. THOROUGHLY TEST ALL LINES. FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION. 7. CONDUITS AND FITTINGS FOR OUTSIDE APPLICATIONS SHALL BE RIGID OR NON-METALLIC UNLESS OTHERWISE NOTED. CONDUITS AND FITTINGS FOR INSIDE BUILDING RUNS ABOVE CEILINGS SHALL BE EMT. SUPPORT ALL CONDUITS WITHIN 3 FEET OF ALL JUNCTION BOXES AND AT 8-FOOT INTERVALS OR LESS AS NEEDED WITH APPROVED ANCHORING DEVICES. 8, ALL WIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER SIZE CONNECTORS PER THE LOCAL. STATE, AND NATIONAL CODES. 9- CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. 10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REQUIRED BY CODES AND UTILITY COMPANIES. 11. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SHALL VERIFY ALL LOCATIONS. 12. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES. EQUIPMENT BOXES. AND CABINETS WITH APPROVED PLASTIC TAGS. 13. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 14. ALL GROUND BUS PLATES SHALL BE X ■4'-20' AND SHALL BE TINNED COPPER AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF GROUNDING CONNECTIONS. THE HARDWARE SECURING THE MGB, AND ALL LOWER BUS BARS, SHALL INSULATE THEM FROM ANY STRUCTURE TO WHICH THEY ARE FASTENED. 15. ANY PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ROOFS OR ANY OTHER SURFACE SHALL BE CORE DRILLED AND CLOSED WITH A UL RATED FIRE SAFINC ASSEMBLY. IF A FIRE RATING IS NOT REFERRED TO ON THE DRAWINGS, THEN THE CONTRACTOR SHALL ASSUME A 2-HOUR RATING. 16, THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME THAT THE DRAWINGS WERE ISSUED. CHANGES MAY OCCUR AND THE CONTRACTOR SHALL VERIFY ALL ITEMS PRIOR TO PLACEMENT AND MAKE ANY CORRECTIONS WITHOUT FURTHER COST TO THE OWNER. 17. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC AND SWEEPS OR BENDS AND ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL. ALL CONDUITS NOT TERMINATING INTO A CLOSED AREA MUST BE SEALED TO PREVENT ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. GROUNDING: 1. THE CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE THAT ALL CONDUIT SYSTEMS, EQUIPMENT, DEVICES. PANELS, LINES, TRAYS, BRIDGES, PLATFORMS, AND ANY AND ALL ITEMS ARE GROUNDED PROPERLY. 2. THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH HYGROUND COMPRESSION CONNECTORS BELOW GRADE AND MECHANICAL TWO LUG COMPRESSION CONNECTORS ABOVE GRADE. USE ONLY STAINLESS STEEL SCREWS, BOLTS, WASHERS, AND NUTS FOR FASTENING. 3. CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CLAMPS. IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON -CORROSIVE APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH COLD GALVANIZING PAINT SUCH AS GLAVMOX OR EQUAL. 4. ALL CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR CHANNEL THE GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE NON-CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS, WHICH WOULD FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR. 5. ALL GROUNDING CONNECTIONS SHALL BE COATED MOTH AN ANTI -CORROSIVE AGENT SUCH AS T&B KOPR SHIELD, NO-OXY, NOALOX, PENETROX OR EQUAL. VERIFY THE PRODUCT WITH THE OWNER'S REPRESENTATIVE PRIOR TO USAGE. 6 GROUND THE ANTENNA BASES. FRAMES. CABLE TRAYS AND RACKS, AND ANY OTHER METALLIC COMPONENTS WITH 02 GROUNDING CONDUCTORS AND CONNECT TO THE INSULATED SURFACE MOUNTED GROUND BARS UNLESS OTHERWISE NOTED IN CONSTRUCTION DRAWINGS. CONNECTION DETAILS TO BE PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 7. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTNING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WARE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MIDPOINT. B. THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL SCHEDULE A TEST OF THE SYSTEM WITH AN INDEPENDENT LABORATORY AS SELECTED BY THE OWNER THE OWNER'S REPRESENTATIVE WILL BE INFORMED 24-HOURS IN ADVANCE OF THE TEST. 9. STORE REDLINED DRAWINGS ON SITE AT ALL TIMES IN CAPPED PVC CONDUIT 10. CONTRACTOR TO PROVIDE PHOTO'S OF ANTENNA INSTALL (PUNCHLIST ITEMS) AT TIME OF PUNCHWALK. 11. CONTRACTOR TO PERFORM PRE AND POST GROUNDING TEST FROM SHENTEL TEST WELL TO SHENTEL TEST WELL. SHENTEL TO PROVIDE MOST RECENT OHM TEST. 12 GROUND TEST TO BE PERFORMED AFTER INSTALLATION OF EQUIPMENT. CONNECTION TO GROUND RING MUST BE LESS THAN OR EQUAL TO 5 OHMS. ANTENNA SWEEP TEST CONTRACTOR WILL PERFORM TESTING ON EACH COAXIAL CABLE TO MEASURE INSERTION LOSS. AND TO ENSURE THAT EACH CABLE IS INSTALLED AND CONNECTED TO THE APPROPRIATE ANTENNA. THESE MEASUREMENTS MUST BE PERFORMED ON THE COAXIAL CABLE WITH THE ANTENNA JUMPER ATTACHED AND A SEPARATE INSERTION LOSS MEASUREMENT ON THE ENTIRE ANTENNA SYSTEM. PRELIMINARY INSPECTION: PRIOR TO TESTING. CONTRACTOR WILL PERFORM INSPECTION OF ANTENNA AND COAXIAL SYSTEM AND RECORD FINDINGS ON 'ANTENNA INSPECTION FORM.' ALL ITEMS SHOULD BE LISTED AS COMPLETE ON THIS FORM PRIOR TO ANTENNA SYSTEM TESTING. EOUIPMENT: TEST EQUIPMENT SHALL BE WILTRON 331S OR SHENTEL APPROVED ALTERNATIVE. PARAMETERS: ALL COAXIAL ANTENNA SYSTEMS MUST MEET A MINIMUM 1:3 TO 1 VSWR. FREQUENCIES: ALL TEST SHALL BE PERFORMED FOR THE FOLLOWING FREQUENCIES. A BLOCK RECEIVE 1860 TO 1895 TRANSMIT 1940 TO 1975 B BLOCK RECEIVE 1885 TO 1920 TRANSMIT 1965 TO 1990 C BLOCK RECEIVE 1855 TO 1880 TRANSMIT 1935 TO 1960 0 BLOCK RECEIVE 1B75 TO 1900 TRANSMIT 1955 TO 1980 E BLOCK RECEIVE 1880 TO 1905 TRANSMIT 1960 TO 1985 NOTIFICATION: CONTRACTOR SHALL NOTIFY THE SHENTEL- DESIGNATED REPRESENTATIVE A MINIMUM OF 24 HOURS PRIOR TO ANTENNA SYSTEMS TESTING. AZIMUTH VERIFICATION: PRIOR TO TESTING. CONTRACTOR SHALL VERIFY THAT ALL AZIMUTHS AND DOWNTILTS ARE TRUE. VERIFICATION OF AZIMUTHS AND DOWNTILTS ARE TO BE DONE BY A THIRD PARTY. CONTRACTOR SHALL ENSURE THAT ALL CONNECTORS HAVE BEEN INSTALLED TO THE SPECIFIED TORQUE VALUES. DOCUMENTATION: ALL TEST RESULTS SHALL BE RECORDED IN SUPPLIED BASE STATION ANTENNA SYSTEM SUMMARY SHEET, ALONG WITH RESULTS OF EACH INDIVIDUAL TESTS. ONE HARD COPY WILL BE LEFT AT THE SITE AND 2 HARD COPIES AND 1 SOFT COPY WILL BE SUPPLIED TO SHENTEL AS PART OF THE CLOSEOUT DOCUMENTATION. REQUIRED TESTS: CONTRACTOR SHALL PERFORM THE FOLLOWING ON EACH COAXIAL LINE AND RECORD EACH READING ON BASE STATION ANTENNA SYSTEM SUMMARY SHEET. OPEN VSWR, SYSTEM VSWR, LOAD VSWR. SYSTEM RETURN LOSS, OPEN RETURN LOSS, DISTANCE TO FAULT. AUDIT: CONTRACTOR SHALL CONDUCT AUDIT OF MATERIALS TO INCLUDE: ANTENNA SERIAL NUMBERS AND MODEL NUMBERS PER IDENTIFIED SECTOR. CONTRACTOR SHALL RECORD FINDINGS IN "SWEEP AUDIT SHEET. - PHOTOS: CONTRACTOR SHALL TAKE DIGITAL PHOTOS OF EACH ANTENNA SYSTEMS, PHOTOS SHALL BE SUBMITTED AS PART OF THE CLOSE-OUT DOCUMENTATION. CONTRACTOR IS REQUIRED TO SUBMIT QUALITY PHOTOS, PHOTOS TAKEN WITH INSUFFICIENT LIGHT OR LACKING IN DETAIL WILL BE REJECTED AND WILL BE RE -PHOTOGRAPHED AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL PAY DEVELOPING COSTS OF ALL NON -DIGITAL PHOTOGRAPHS. PHOTOS REQUIRED OF THE FOLLOWING: ANTENNA AZIMUTHS (3 REWIRED. 1 PER SECTOR). PICTURE SHOULD INCLUDE THE TOP OF EACH ANTENNA AS A SIDE VIEW AND WILL BE USED TO VERIFY THAT CORRECT DOWNTILT HAS BEEN APPLIED TO EACH SECTOR. VIEW FROM FACE (3 REQUIRED. 1 PER SECTOR). PICTURE TO BE VIEWED FROM BACK OF TRANSMIT ANTENNA TO INCLUDE THE TOP OF THE TRANSMIT ANTENNA AND THE SURROUNDING LANDSCAPE. TOP BUSS BAR (1 PER BUSS BAR). PICTURE SHALL BE USED TO INDICATE GROUNDING KITS HAVE BEEN GROUNDED APPROPRIATELY. DRIP LOOP (1 REQUIRED) PICTURE WILL BE USED TO VERIFY THAT CONTRACTOR HAS INSTALLED DRIP LOOP IN TRANSMISSION LINES EXISTING TOWER. EXTERIOR BULKHEAD PENETRATION (1 REQUIRED). PICTURE WILL BE USED TO VERIFY GROUNDING STRAPS ARE INSTALLED. NEATLY SWEPT AND BULKHEAD HAS BEEN WEATHERPROOFED. INTERIOR BULKHEAD PENETRATION ( REWIRED). PICTURE WILL BE USED TO VERIFY INSTALLATION OF SURGE ARRESTOR ARRAY AND DAISY CHAIN. PHOTO DOCUMENTATION OF THE ANTENNA AND MOUNT HEIGHTS SHALL BE PROVIDED. DELIVERY: CONTRACTOR SHALL ISSUE PACKAGE TO SHENTEL DESIGNATED REPRESENTATIVE AFTER SITE HAS BEEN ACCEPTED AND WITHIN 5 WORKING DAYS. COLOR -CODING WILL GO AS FOLLOWS. ALPHA: ATX - YELLOW -BROWN -WHITE ARX - YELLOW -WHITE -WHITE BEIA: BTX - RED -BROWN -WHITE BRX - RED -WHITE -WHITE GAMMA CTX - GREEN -BROWN -WHITE CRX - GREEN -WHITE -WHITE SHENTEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX L59 EDINBURG. VA 2ZB24-0280 (540) 984-5123 Dynatek DYNATFx 484J PROI NO DRAWT4 BY M N T CHECKI31 BY D C.B SUBMITTALS Z 9/13/OL REVISED FINAL I 9/9/OL FINAL THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES T,0_CLIENT L C. BAUDO BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-2 COI ' Y.:QfI2llE2ICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 Tune 27, 2005 David C. Baudo Dynatek Telecommunications 435 Crestview Drive Transfer, PA 16154 Re: Review Comments for Site Plan 908-05, Bowling Green Ridge, Property Identification Number (PIN) 28-A-165 Dear David: The Frederick County Department of Planning and Development administratively approved the above -referenced site plan on .tune 27, 2005. This site plan is approved for - the construction of a 199-foot telecommunications tower with new equipment shelter. Sincerely, Cheran Zoning Administrator MRC/bad Attachment cc: Paula Figgatt, Shentel, P.O. Box 459, Edinburg, VA 22824 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 0 0 Gov[pora2iion TPA ram-.-- - -._........_... _,. Guyod and Self -Supporting 'I owors, Monopolos, HF Mlonna Systems and Turnkoy Installations June 14, 2005 Ms Paula Figgatt Shentel 124 South Main Street Edinburg, VA 22824 Ref: Proposed 195 ft Monopole for Bowling Green Ridge TWR084, Frederick County, VA (Sabre Proposal 05-6215) Dear Ms Figgatt, The proposed monopole has been designed for a maximum Basic Wind Speed of 70 mph with'/z' radial ice, in accordance with the Electronics Industry Association Standard EIA/TIA-222-F, "Structural Standards for Steel Antenna Towers and Antenna Supporting Structures." When designed according to these standards, the wind pressures and steel strength capacities include several safety factors, resulting in an overall minimum safety factor of 25%. Therefore, it is highly unlikely that the monopole will fail structurally in the event of a wind event where the design wind speed is exceeded within the range of the built-in safety factors. Should the wind speed increase beyond the capacity of the built-in safety factors, to the point of failure of one or more structural elements, the most likely location of the failure would be within one of the monopole shaft sections, rather than foundation failure. This would result in a buckling failure mode, where the steel shaft would bend beyond its elastic limit (beyond the point where the shaft would return to its original shape upon removal of the wind load). Therefore, it is likely that the overall effect of an extreme wind event would be localized buckling of the monopole shaft. Assuming that the wind pressure profile is similar to that used to design the monopole, the shaft will buckle at the location of the highest combined stress ratio in the monopole. In this case, the monopole splice at the 53 ft elevation has the highest combined stress ratio. This would result in the portion of the monopole above the failure location "folding over" onto the portion below the failure location. This, in turn, would result in collapse of that section to the ground within a radius of 158 ft. Please let me know if you hav���` ®� Sincerely, 0� SABRE COMMUN.ICAT S CORP TM 5'1'l piffiN YEO No. 037946 Stephen Yeo, E. c Director of Engineering 'roNAL 2101 Murray Street P.O._Bo W or require additional information. City. IA 51102-0658 • 712.258.6690 • Fax 712.258,8250 COUN o f F D> (i dK Department of Planning and. Development 540/ 665-5651 FAX: 540/ 665-6395 March 31, 2005 Mark Thompson Dynatek Telecommunications 435 Crestview Drive Transfer, PA 16154 Re: Review Comments for Site Plan #08-05, Bowling Green Ridge, Property Identification Number (PIN) 28-A-165 Dear Mark: 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. Conditions. Include all conditions placed on the site as a result of Conditional Use Permit #24-04. A copy of the approved conditions has been provided for you. 2. Scale. The scale of the site plan is not to exceed one inch equals 50 feet (1:50). 3. Tower Lighting. Include proposed lighting for the tower that is in accordance with the Winchester Regional Airport's comments. 4. Easements. Please show the location of all existing easements on the property information plat. 5. Ingress/Egress Easement. Provide legal reference for the 25 foot access easement that services the telecommunications facility. 6. Setbacks. Indicate required setback from the parcel identified as 28-A-165B. 107 North Kent Street, Suite 202 - Winchester, Virginia 22601-5000 Page 2 0 • Mr. Mark Thompson Review Comments for S. P. #08-05 March 31, 2005 7. Zoning. The zoning of the subject parcel is RA (Rural Areas), not Rural Agriculture. Please change the project summary section to reflect this. 8. Drop Zone. Provide verification from a certified Virginia engineer that should the tower collapse for any reason, the collapsed tower will be contained in an area around the tower, with a radius equal to or lesser than the setback, measured from the centerline of the base of the tower. Indicate this radius on the site plan. 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 an approved review agency comment sheet from the Winchester Regional Airport and at least five copies of the final plan for final administrative approval. Sincerely, Patrick R. Sowers Plaiming Technician PRS/bad Attachrrient cc: Paula Figgatt, Shentel, P.O. Box 459, Edinburg, VA 22824 SITE PLAN APPLICATION PACKAGE FREDERICK COUNTY, VIRGINIA Department of Planning and Development 107 North Kent Street Winchester, Virginia 22601 PHONE: (540) 665-565 - FAX: (540)665-6395 i Mi-1 ' T i sill o 11.M' .ii i 11 ffor (REVISED 01/16/03) • Please read all instructions carefully. Application forms and comment sheets necessary for a site plan review are included in this package. If you have any questions regarding this application or your site plan, please feel free to contact us at (540) 665-5651. A County planner will be happy to help you. I • 0 SITE PLAN INSTRUCTIONS When is a site plan required? A site plan must be approved by the County if new construction or additions to existing sites are proposed in the following zoning districts: B-1 Business Neighborhood District B-2 Business General District B-3 Industrial Transition District M-1 Light Industrial District M-2 Industrial General District EM Extractive Manufacturing HE Higher Education District MS Medical Support District A site plan is also required for the following types of development: (1) Any nonresidential use in which automobile parking space is to be used by more than one establishment. (2) Any of the following residential uses not required to submit a subdivision design plan for approval: Duplexes, Multiplexes, Atrium houses, Weak -link townhouses, Townhouses, Garden apartments, & Other allowed multifamily residential uses. (3) Convalescent and nursing homes and allowed nonresidential uses in the RP, R4 & R5 Zoning Districts. (4) Public and semipublic uses and buildings. (5) Required landscaped buffers and landscaped screens. (6) Required recreational facilities. (7) Any parcel of land proposed to contain more than one dwelling unit, except those allowed as agricultural accessory uses. (8) Mobile home parks. (9) The use, change of use or construction of any improvement or facility that is to be reviewed by the Planning Commission to determine conformance with the Comprehensive Policy Plan under Section15.2-2232 of the Code of Virginia. W 0 • Will a proposed addition be considered as a "minor' or "major' site plan? If the proposed addition(s) does not alter the intensity of the primary use, does not exceed 5,000 square feet or does not increase the existing structure area by 20%, then the site plan will be considered "minor". STEPS FOR APPROVAL OF A SITE PLAN Site Plan Preparation The site plan must be prepared by a certified engineer, architect, or surveyor licensed in the Commonwealth of Virginia, and shall meet all the requirements of the Frederick County Code. Site plans must show all the information specified on the site plan checklists. 2. Technical Review Committee The Technical Review Committee (TRC) allows applicants to discuss site plan concepts and design issues with all relevant review agencies prior to a formal submission of a site plan application. Applicants are not required to meet with the TRC; however, the TRC serves as a mechanism that helps streamline the site plan review process by providing instant feedback on potential design issues. The TRC is open to anyone who wishes to present a concept or site plan design, however, meeting with the TRC does not substitute for individual agency reviews that are necessary for a site plan approval. The Technical Review Committee meets every second and fourth Thursday of each month. The cut-off date for all agenda items occurs at 12:00 p.m. on the Monday prior to the subsequent meeting date. Applicants must contact the Public Works Department at (540) 665- 5643 to be placed on the first available agenda. 3. Agency Comments Review and Application Submission A. Agency Comment Period: The applicant must circulate copies of the site plan to applicable review agencies for comments. The attached comment sheets for each review agency must be completed and submitted with the required number of copies of the site plan. The required number of site plans needed is specified on each comment sheet. It is suggested that applicants contact the Department of Planning and Development to determine which agency review comments are required. Each applicable review agency will review the site plan to determine if it has all the necessary information within two working days. The site plan checklist included in this package specifies the information required to be shown on or attached to a site plan. If all the information is complete, the appropriate agency will review and provide comments within 15 working days from the time the site plan is submitted to them.* If information is 0 • missing or incomplete, the site plan will not be accepted for review and returned to the applicant. *Note: Reviews conducted by the Virginia Department of Transportation may take up to 60 days. B. Application Submission and Review Fee: The submission of a site plan application begins when the Department of Planning and Development receives a site plan for comment review. At the time the Department of Planning and Development accepts a site plan for comment, the applicant must also submit a completed application form (pages 6 and 7) and the review fee. Review fees are specified on the attached Development Review Fee Schedule. 4. Final Site Plan Approval: A site plan will receive final approval once all required information and approved review agency comments are submitted to the Department of Planning and Development. All final site plans are approved administratively by the Zoning Administrator. A. All pending site plans submitted for approval will be placed on the Planning Department's Applications Action Summary. B. During the review by the Department of Planning and Development, the Zoning Administrator may determine that a site plan shall be reviewed by the Planning Commission due to the scale, intensity, or potential impacts of the proposed development. In this case, the site plan will be included on the agenda of the next regular meeting of the Planning Commission. It will be the responsibility of the applicant to ensure that all required materials are complete and filed with the Planning Department at least 12 working days prior to the regular meeting of the Planning Commission in order for the site plan to be placed on this agenda. 5. Construction Activity: Limited construction activity is permitted prior to final site plan approval. This allows applicants to move ahead and prepare the site while approval is pending. Applicants may apply for the following permits: A. Land Disturbance Permit: This permit is issued by the Frederick County Department of Public Works once a grading plan has been submitted and reviewed by the Frederick County Engineer. The cost of this permit is indicated on the attached Development Review Fee Schedule. The County Engineer may be contacted Monday through Friday from 8:00 a.m. to 5:00 p.m. at (540) 665-5643. B. Footing Foundation Permit: Applicants may apply for a footing foundation permit prior to final site plan approval. This permit may be obtained at the applicant's risk. Any revisions specified by the final site plan may affect footing foundations already set in place. Two copies of an engineered footing foundation drawing shall be submitted to the Department of Building and Inspections. The Plans Review Specialist will review and approve a Footing Foundation Permit once adequate footing details, basement details (if necessary), and groundwork details are provided. There is no fee required for this permit, as it is part of the overall building permit. The Plans Review Specialist can be contacted Monday through Friday from 8:00 a.m. to 4:00 p.m. at (540) 665-5650. 6. Final Certificate of Occupancy: Once all site development is complete, the applicant must contact the County Planner in charge of the site plan review to schedule an inspection of the site. The inspection is necessary to ensure that all requirements shown on the approved site are complete. A final or temporary certificate of occupancy permit will be issued once the required improvements are complete or adequately bonded with Frederick County. • • 1 2. 3 4 5 SITE PLAN APPLICATION Department of Planning and Development Use only. Date application received: _ Application # Fees received: Initials: Project Title: 094 Rowl i ng (Teen Ridge _ Location of Property 996 Stoney Hill Road (street address) Corp. VA 22637 _ I Property Owner: Nancy L. Poole and Kenneth C. Poole, Jr. Address: _ 6273 Northwestern Pike/214 Stoney Hill Road Gore, VA 22637 /Winchester, VA 22603 Telephone: (540) 877-1538 Applicant/Agent Shenandoah Mobile Company Address 124 South Main Street P.O. Box 280 Edinburg, VA 22824 Telephone: (Sr`) 9s4-,inn? Paul n .1. Figgatt Designer: Dynatek Telecommunications Services Address: 435 Crestview Drive Transfer, PA 16154 Telephone: (800) 838-3224 Contact: Mike Lehman 6 • 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: 4,900 Square Feet 7b. Total acreage of parcel: 121.96 Acres 8. Property Information: a) Property Identification Number: 28-A-165 b) Current Zoning: RA, Rural Area C) Present Use: Homesite and Undeveloped; Tower d) Proposed Use: Increase Tower Height e) Adjoining Property Use(s) U, , Rural Area f) Adjoining Property Identification Number(s) See Attached Sheet g) Magisterial District(s) (:ainaaharn Magisterial 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: 7 • 0 Item 8(f) Adjoining Property Identification Numbers 1. Poole, Nancy L. and Kenneth Charles, Jr. Map 28-A-165 and Map 28-A-165(A) 2. Poole, Kenneth C., Jr. Map 28-A-165B and Map 28-A-130 3. Adams, Charles F. Map 28-A-161C and Map 28-A-164 4. Luttrell, Isaac L. and Diane L. Map 28-A-157 5. Hamilton, Roger and Judy Map 28-A-164A 6. Hunt, Gary R. and Sheila J. Map 28-A-133 7. Mayhew, Raymond H. and Jean Map 28-A-131 and Map 28-A-132 8. Dove, Edward W. Map 28-A-129 and Map 28-A-129F 9. Shugaar, Antony D. and Lisa Lytton Map 28-A-166 10. Miller, Judith P. and James I. Map 28-A-167B 11. McKee, Charlotte B. Map 28-A-170 12. Spress, Kurt Map 28-A-158 i Special Limited Power of Attor ey L .< County of Frederick, Virgini \ $Or �0C` - Planning Office, County of Frederick, Virginia, 107 North Kent Street, Winchester, Virginia 22601 Phone540-665-5651 Facsimile 540-665-6395 Know All Men By These Presents: That I (We) (Name)Nancy L. Poole (Phone)(540) 877-1538 (Address) 6273 Northwestern Pike, Gore, VA 22637 the owner(s) of all those tracts or parcels of land ("Property") conveyed to me (us), by deed recorded in the Clerk's Office of the Circuit Court of the County of Frederick, Virginia, by Instrument No. on Page Map 28-A Parcel: 165— Lot: Block: Section: do hereby make, constitute and appoint: and is described as Subdivision: Shenandoah Mobile Company hone (540) 984-3002 (Name; _ - � ),�.__-- (Address)L24 S. Main Street, Edinburst. VA 22824 To act as my true and lawful attorney -in -fact for and in my (our) name, place and stead with full power and authority I (we) would have if acting personally to file planning applications for my (our) above described Property, including: G Rezoning (Including; proffers) G Conditional Use Permits G Master Development Plan (Preliminary and Final) G/ Subdivision rp Site Plan My attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to previously approved proffered conditions except as follows: This authorization shall expire one year from the day it is signed, or until it is otherwise rescinded or modified. In witness thereof, I (we) have hereto set my (our) hand and seal this __�__ day of I i, , 200_f, . 7 Signature(s) %. :` State of Virginia, C4y�County of t-1(-(iL , To -wit: I, eoin a Notary Public in and for the jurisdiction aforesaid, certify that the person(s) who signed to the fdstrument and who is (are) known to me, personally appeared before me and has acknowledged the same before me in the jurisdiction aforesaid thisi M—day of Mart , 200_5_. Mu d 11_:b 619t f — My Commission Expires: 5 3 I - 0 Notary Public LJ 3 SERVING THE TOP OF VIRGINIA Ma WINCHESTER REGIONAL AIRPORT 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (703) 662-2422 Paul Figgatt, PCS Site Manager Shentel Post Office Box 459 Edinburg, Virginia 22824-0459 Re: Bowling Green Ridge Tower Site 226 Stonev Hill Road — Gore. Virginia Site # 084 Dear Ms. Figgatt: You requested concurrence by the Airport to install a steady red light on tht- referenced tower instead of a dual lighting system as previously requested by the Airport. After conferring with our engineering firm, the pilots of the medevac helicopter company, the Airport Authority Chairman and Frederick County Board of Supervisor for the Shawnee District Gene Fisher, we are still requesting the tower have the dual lighting systern as we originally requested November 3. 2004. (See enclosed letter.) The purpose of the dual light is to provide a white strobe light for daytime operations. The white strobe makes the tower more visible to pilots especially during days when visibility may be slightly obscured. While a tower with a light is visible from the ground, a steady burning red light just does not provide the type of visibility needed for safe operations when you are airborne. You stated that the landowner does not want the strobe type lighting however we are greatly concerned about the safety of medevac operations especially in an area where the terrain is so varied. If I a;; o: any QJJIJIunce to you Di- Nio iue any i!J'omlaiilJll I;Un-I if1±✓ I, .,GCvdt:..on1f,aE:y inai VvvUiu help the landowner reconsider, please do not hesitate to contact me. Thank you for your continued support. Sincerely, S. R. Manuel Executive Director 0 • Mail to: Winchester Regional Airport Attn: Executive Director 491 Airport Road Winchester, VA 22602 (540) 8619-2422 • Request For Site Plan Comments Winchester Regional Airport Hand deliver to: 491 Airport Road (Route 645, off of Route 522 South) (540) S6-9-2422 662 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: Shenandoah Mobile Company 124 South Main Street P.O. Box 280 Uinburg, VA 22824 Phone Number: (540) 984-3002 Paula J. Figgatt Name of development and/or description of the request: 084 - -Bowling Green Ridge Location of property: 226 Stoney Hill Road Gore, VA 22637 Winchester Regional Airport Comments : � � cx-k x .� Q a±, � u' - o1��� Winchester Regional Airport use only Date received Date revision received Date approved h1complete Incomplete Date reviewed Date reviewed 1 Signature and Date �� n1 , .� �j l 62_001z�_ Signature and Date (revision) 24 COPY November 3, 2004 Lynn Koerner Site Solutions Shenandoah Mobile Company COPI Post Office Box 280 Edinburg, Virginia 22824 Re: Telecommunications Facility Bowling Green Ridge 199' Monopole — Site Number 084 226 Stoney Hill Road — Gore, Va. Dear Mr. Koerner: The Winchester Regional Airport Authority has had your proposed Conditional Use Permit request reviewed by their engineering firm Delta Airport Consultants. Based on the information provided in your site plans, Delta determined that the tower is located 9.95 nautical miles along the extended Runway 32 centerline. The base elevation is approximately 900' MSL with a total tower height of approximately 1, 199' MSL. The top of the tower is outside the approach surface and below the Part 77 surfaces of the Winchester Regional Airport and should not have an impact on safe and efficient operations. The tower site does lie about 4 nautical miles northwest of a private airstrip in Gore but should not impact operations at that airstrip either. We have also reviewed the comments on the Federal Aviation Administration's Aeronautical Study No. 2004-AEA-2518-OE which indicates that the while the proposed tower does not exceed obstruction standards as a hazard to air navigation, it would be located within or near a military training area and/or route. Given the information provided to us by our engineering firm and based on the information in the study by the FAA, we offer the following comment: 1. Towers over 200 feet AGL are required by the FAA to be lighted, for additional safety since this tower is at 199 AGL the Winchester Regional Airport Authority is requesting the proposed structure to be marked, lighted and maintained in accordance with FAA Advisory Circular 70f7460-1 K Change 1, Obstruction Marking and Lighting. We appreciate your continued cooperation and support. Sincerely, Serena R. Manuel Executive Director Cc: Delta Airport Consultants, Inc. w/o encl. Joseph B. Delia, Federal Aviation Administration w/encl. Mike Swain, Virginia Department of Aviation w/encl. Automatic Sprinkler System Yes Other recommendation Fire extingushers in building Emergency Vehicle Access Adequate Siamese Location Not Identified Emergency Vehicle Access Comments Access Comments Additional Comments • • 1CFrederick County Fire and Rescue q4 Department )VIRIGIINIA Office of the Fire Marshal Plan Review and Comments Control number Date received S P05-0005 1 / 18/2005 Protect Name Bowling Green Ridge cell tower replacement Address City 124 S Main St Edinburg Type Application Tax ID Number site plan 28-A-165 Current Zoning RA Recommendations Automatic Fire Alarm System Yes Date reviewed 1 /24/2005 Applicant Shenandoah Mobile Company State Zip VA 22824 Fire District 14 Requirements Hydrant Location Not Identified Roadway/Aisleway Width Adequate Plan Approval Recommended Reviewed By Yes K Steudl Date Revised Applicant Phone 540-984-3002 Rescue District 14 Election District Gainesboro Residential Sprinkler System No Fire Lane Required Yes Special Hazards No Signature q� Title /��/ i4�� • Request for Site Plan Comments Virginia Department of Transportation JAN "J7 Mail to:Hand deliver to: Virginia Department of TransportationVirginia Department of Traiisporta'tr n' Attn: Resident Engineer2275 Northwestern Pike 14031 Old Valley PikeWinchester, Virginia 22603 Edinburg, Virginia 22824(540) 535-1818 (540) 984-5600 Please fill out the information as accurately as possible in order to assist the Virginia Department of Transportation with their review. Please attach five (5) copies of the site plan with traffic generation data and drainage calculations with this sheet. Applicants Name: Shenandoah Mohi 1 a Cnmpnng Address: Phone Number 124 South Main Street Edinburg, VA 22824 (540) 984-3002 P.O. Box 280 Paula J. Figgatt Name of development and/or description of the request: 084 - Bowling Green Ridge Location of property: 226 Stoney Hill Road Gore, VA 22637 Virginia Department of Transportation's Comments: We aoolicatiojor• •1 •r this nronp •••'• • have littlemeasurahlp11••■ •• • •ii •' �� \ • • • • • • •' • �� • ••'•\ '� �• _• -•r-• • • ••• n• u• • emu•• •• • • •• • •• • •• VDOT use only Date received Incomplete Date reviewed Signature and Date Signature and Date (revision) Date revision received Date approved 13 .� / /;LO /05 v ,L Request For Site Plan Comments F Frederick County Inspections Department - mail 4n- Frederick County Inspections Dept. Attn: Building Official 107 North Kent Street Winchester, VA 22601 (540) 665-5650 Hand deliver to: 107 N. Kent Street, Suite 200 North Building, 2n' Floor Winchester, VA (540) 665-5650 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: Shenandoah Mobile Company Address: 124 South Main Street, P.O. Box 280 Edinburg, VA 22824 Phone Number: (540) 984-3002 Paula J. Figgatt Name of development and/or description of the request: 084 - Bowling Green Ridge Location of property: 226 Stoney Hill Road Gore, VA 22637 Inspect' Department's Comments: Ce wt M� en45 aef- o-n �e b cK ,2,p 7 " S r-o v w1 . Inspections Dept. use only Date received Incomplete Date reviewed Signature and Date Signature and Date (revision Date revision received I"Ilplpt _ 16 Date approved *-S-- Replacement of the antenna and pole structure shall comply with The Virginia Uniform Statewide Building Code and Section 312, use group U (Utility and Miscellaneous) of The International Building . Code/2000. Structural plans submitted for permit application shall be sealed be a Va. Licensed Design Professional. Please note the requirements in Chapter 17 Special Inspections for this type structure, soils, concrete, bolts, etc. I Request For Site Plan Comments G Frederick County Engineering Department -- Mail to: Frederick County Engineering Dept. Attn: Director of Engineering 107 North Kent Street Winchester, VA 22601 (540) 665-5643 h Hand deliver to: 107 N. Kent Street, Suite 200 North Building, 2"d Floor Winchester, VA (540) 665-5643 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Chananrinah Mahi 1 e Camp and. Address: 124 South Main Street, P.O. Box 280 Edinburg, VA 22824 Phone Number: (540) 984-3002 Paula J. Figgatt Name of development and/or description of the request: 084 - Bowling Green Ridge En ineering Department's Comments: ztD/ - Engineering Dept. use only Date received l OS Date revision received Date approved Z(01oS Incomplete Incomplete Date reviewed Date reviewed - Signature and Date Signature and Date (revisio 17 k FCSA Lrl- Mail� t_:-- Request For Site Plan Comments 2005 k_� v -_ Frederick County Sanitation Authority�5 to: Hand deliver to: Frederick County Sanitation Authority 315 Tasker Road Attn: Engineer Director Stephens City, VA P.O. Box 1877 (540) 868-1061 Winchester, VA 22604 (540) 868-1061 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: ShPnnndonh Mobile f nmpnV Address: 124 South Main Street, P.O. Box 280 Edinburg, VA 22824 Phone Number: 540) 984-3002 Paula J. Figgatt Name of development and/or description of the request: 084 - Bowling Green Ridge Location of property: 226 Stoney Hill Road Core, VA 22637 Frederick County Sanitation Authority's Comments: Sanitation Authority use only Date received Incomplete Date reviewed Signature and Date _ Signature and Date (revisi Date revision received lncompl te, 14 Date approved February 1, 2005 Mark Cheran Frederick County Department of Planning and Zoning 107 N. Kent Street Winchester, VA 22601 RE: Site Plan Application .Fee, Shentel Site 084 — Bowling Green Ridge Dear Mark: Please find enclosed a check Ln the amount of $500.00 made out to the Frederick County Treasurer for the Site Plan Application Fee for Shentel Site 084 —Bowling Green Ridge. You will also field, for your reference, the First page of the Conditional Use Permit for this site. If you have any questions or need further information, please feel free to give me a call at (540) 984-3273. Sincerely yours, Sarah A. Fromme, Office Assistant Enclosures - Check I, -- — -- ------ —[ — v' OVERSIZE V11101E [US. Illy OS I OS 2 OS 3 LIP ,additional Information and Terms and Condit on$. 389603509 �AU 11 TELEPHONE INAME COMPANY SHENANDOAH PERSONAL COMM. ISTREET ADDRESS CITY AND STATE VA 22824 9704 EDINBURG IFIT90 MAIL NAME —TELEPHONE ICOMPANY � ' � �H\PP[R�[OPY m.umwy*�uv _ _ _ ' __ _ UPS Package Tracking Page 1 of 1 0 Home I About UPS I Contact UPS I Welcome Center UPS Uni racic(n l5u S o �# Biislitess 5,tilluil Tlrs' Log -In User ID: Jsarahfronunj Password: T i Forgot Password Track byTracking Number 3 Tra_rk_by Reference Number Irn1j rt -_racking Numbors A 3 Trcck,by_F-mail Access Quantum View Vpid_a Shiimtent A > Help Find Answers to Your Tracking Questions Go to TYackin(i_Number _1: 111111111 Track by Tracking Number View Details Status: Delivered Delivered on: Feb 3, 2005 12:05 P.M. Signed by: DELLINGER Location: OFFICE Delivered to: WINCHESTER, VA, US Tracking Number: K038 9603 509 Service Type: GROUND Package Progress: Date/ Location Activity Time Feb 3, 2005 12:05 P.M. FRONT ROYAL, VA, US DELIVERY Feb 2, 2005 7:43 P.M. FRONT ROYAL, VA, US DESTINATION SCAN 7:42 P.M. FRONT ROYAL, VA, US ORIGIN SCAN 5:18 P.M. FRONT ROYAL, VA, US PICKUP SCAN Tracking results provided by UPS: Feb 4, 2005 1:29 P.M. Eastern Time (USA) NOTICE: UPS authorizes you to use UPS tracking systems solely to track shipments tende you to UPS for delivery and for no other purpose. Any other use of UPS tracking systems a Information is strictly prohibited. �askS��iasLcin.�7_s �.rLnrrrsu�. 4 Back -to Tph Copyright © 1994-2005 United Parcel Service of America, Inc. All rights reserved. littl)://wwNvapps.ups.com/Web'l'raciciiig/l)rocessRcgticst 2/4/2005 • 0 Special Limited Power of AttorneN, County of Frederick, Virginia Planning Office, County of Frederick, Virginia, 107 North Kent Street, Winchester, Virginia 22601 Phone 540-665-5651 Facsimile 540-665-6395 Know All Men By These Presents: That I (We) (Name) Kenneth C. Poole, Jr. (Phone) (540) 877-1309 (Address) 214 Stony Hill Road, Gore, VA 22637 the owner(s) of all those tracts or parcels of land ("Property") conveyed to me (us), by deed recorded in the Clerk's Office of the Circuit Court of the County of Frederick, Virginia, by Instrument No. on Page Map 28-A Parcel:165 Lot: Block: Section do hereby make, constitute and appoint: (Name)_ Shenandoah Mobile Compan (Address) , and is described as Subdivision: ,11hone)(540) 984-3002 To act as my uue and lawful attorney -in -fact for and in my (our) name, place and stead with full power and authority I (we) would have if acting personally to file planning applications for my (our) above described Property, including: G Rezoning (Including proffers) G Conditional Use Permits G Master Development Plan (Preliminary and Final) G Subdivision V6 / Site Plan My attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to previously approved proffered conditions except as follows: This authorization shall expire one year from the day it is signed, or until it is otherwise rescinded or modified. In witness thereof, I (we) have hereto set my (our) hand and seal this / I day of 42a R , 200_� Signature(s) N State of Virginia, E+y County of fizc1cma- , To -wit: 1, P atM, a Notary Public in and for the jurisdiction aforesaid, certify that the person(s) who ttla signed to th egoing instrument and who is (are) known to me, personally appeared before me and has acknowledged the same before me in the jurisdiction aforesaid this L day of MQVih 200.5 . pwa JJ_-\J�� My Commission Expires:"? -31- 07.31 - 07 Notary Public SITE PLAN APPLICATION iN Department of Planning and D9velapment Use Only. �e a pll �tiQCJ, teCeivE:�j'44k Applicat[�, vec� Initiai,.k. h.F }r r� 1 � ycry i�a�. 1. Project Title: Bowling Green Ridge TWR084 2. Location of Property 226 Stoney Hill Road (street address) Winchester, VA 22603 3. Property Owner: Ms. Nancy L. Poole and Mr. Kenneth C. Poole, Jr. Address: 6273 Northwestern Pike / 214 Stoney Hill Road Gore, VA 22637 / Winchester, VA 22603 Telephone: (540) 877-1538 / (540) 877-1309 4. Applicant/Agent Shenandoah Mobile Company, Paula Figgatt Address 124 S. Main Street P.O. Box 459 Edinburg, VA 22824 Telephone: (540) 984-3002 5. Designer Dynatek Telecommunications Services Address: 435 Crestview Drive, Transfer, PA 16154 Telephone: Mike Lehman Contact: (800) 838-3224 6 Z0 39VJ SOd HVOCNVN3HS 500Ev860vS E17:91 S00Z/01/Z0 • • 6a. Is this a standard or `minor' site plan? 6b. Is this an original or revised site plan? 7a. Total acreage of parcel to be developed: 7b. Total acreage of parcel: 8. Property Information: a) Property Identification Number: b) Current Zoning: c) Present Use: d) Proposed Use: e) Adjoining Property Use(s) f) Adjoining Property Identification Number(s) g) Magisterial District(s) Standard Original 0.112 Acre 121.960 Acres 28-A-165 RA -Rural Area Residential Minor x Revised x Exchange 100' Tower vith 199' TmTer RA -Rural Area 28-A-129,129F,131,132,133,(cont. below) Oainesboro 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: G Date: 2 / 10 /05 (Continued from above) 157,158,161C,130,165,165A,165B,164A,166,167B,170 7 60 3Jdd SOd HdDQNdNEHS 5006V860V5 6V:9L 500Z/0VZ0 T9 �IJdd SOd HVOQNVNIIHS 509Eb860b5 Eb:9l 500Z/0i/Z0 • .-::-:-:--.-.--V.FSHENTEL SHENANDOAH TELECOMMUNICATIONS Mark Cheran Frederick County Department of Planning and Zoning 107 N. Kent Street Winchester, VA 22601 P.O. Box 459 - Edinburg, Virginia 22824-0459 - (540) 984-4141 February 1, 2005 RE: Site Plan Application Fee, Shentel Site 084 — Bowling Green Ridge Dear Mark: Please find enclosed a check in the amount of $500.00 made out to the Frederick County Treasurer for the Site Plan Application Fee for Shentel Site 084 — Bowling Green Ridge. You will also find, for your reference, the first page of the Conditional Use Permit for this site. If you have any questions or need further information, please feel free to give me a call at (540) 984-3273. 'n uL1 F�- Enclosures - Check Sincerely yours, J160 Cih 0 �12ti�i ��tk ah A J Fromme, Office Assistant SHENANDOAH TELEPHONE COMPANY - SHENTEL SERVICE COMPANY - SHENANDOAH CABLE TELEVISION COMPANY SHENANDOAH LONG DISTANCE COMPANY - SHENANDOAH VALLEY LEASING COMPANY - SHENANDOAH MOBILE COMPANY SHENANDOAH NETWORK COMPANY - SHENTEL COMMUNICATIONS COMPANY SHENANDOAH PERSONAL COMMUNICATIV '.� '�MPANV WE MUST SERVE WELL TO PROSPER - WE MUST PROSPER TO SERVE WELL Dec, 14. H04 10: 46AM 11 No, 0052 P. 3 CONDITIONAL USE PERMIT #24-04 SHENANDOAH MOBILE COMPANY Staff Report for the Planning Commission Prepared: November 29, 2004 Staff Contact; Mark Choran, Zoning Administrator This report is prepared by the Frederick County ,Planning Staff to provide information to the Planning Commission and the Board of Supervisors to assist them in making a decision on this request. It may also be useful to others interested in this zoning nurtter. Reviewed Action Planning Commission: 12/15/04 Pending Board of Supervisors: 01/12/05 Pending LOCATION: This subject property is located at 226 Stoney Hill Road (Route 688). MAGISTERIAL DISTRICT: Gainesboro PROPERTY ID NUMBER: 28-A-165 PROPERTY" ZONING & PRESENT' USE: RA (Rural Areas) Zoning District Land Use: Residential and Agricultural ADJOINING PROPERTY ZONING & USE: RA (Rural Areas) Zoning District Land Use: Residential and Agricultural PROPOSED USE: 199 Foot-Conunereial Telecommunications facility REVIEW EVALUATIONS: Virginia Dept. of Transportation: The application for site plan for this property appears to have no measurable impact on Rt. 688, the VDOT facility which would provide access to the property. Present entrance is adequate for proposed improvements. Should business ever expand in the future, entrance may need to be upgraded. • r� Request For Site Plan Comments Department of Planning and Develo me t� ULJANMail to: Hand eli_ Department of Planning and Development 107 N. Kent Itreet F- r'_,,,','v Attn: County Planner North Building —'Floor °7 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5651 (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name Address: Phone Number: 124 South Main Street, P.O. Box 280 Edinburg, VA 22824 5 0 98 -3002 Paula J. Figgatt Name of development and/or description of the request: 084 - Bowling Green Ridge Location of property: 226 Stoney Hill Road Gore, VA 22637 Planning and Development's Comments: Planning and Development use only Date received Incomplete Date reviewed Signahire and Date _ Signature and Date (revisi Date revision received Incomplete Date reviewed 15 Date approved 0 C�l O 0 �o r Ln CD aJ N p N < to N o Zo U �y DATE J f ` z�Z-s- NO. 8093 RECEIVED FROM L/-%7``��J-'- ADDRESS J 21'C.Y.S9 �C-- I � � G� 7"- `%s FOR AMT.OF CASH I ACCOUNT I AMT. PAID r 1 CHECK BALANCE I MONEY DUE ORDER U ` R5 $ �• C-D BY r~ WINCHESTER REGIONAL AIRPORT 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 Paul Figgatt, PCS Site Manager Shentel PO box 459 Edinburg, VA 22824-0459