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09-17 Gregory A Bishop (Shenandoah Mobile) Comm Tower - PIN 52-A-254 - Back Creek - Backfile
CUP TRACKING SHEET OPEN FILE: 1 a- i"a- � -1 File opened Reference Manual updated/number assigned D-base updated A! v a - Location maps requested from Mapping Dept. 1 a- is —\,-A Adjoiner list given to Planner Scan documents to Planning S: drive Application Action Summary updated Scan additional items as needed (Project Planner to direct) ACTION (� Planning Commission Meeting D n I4 Board of Supervisors Meeting-Q CLOSE FILE: \ Approval (or denial) letter mailed to applicant, copy to Inspections Dept., copy to file and other cc's C File stamped "approved", "denied" or "withdrawn" S Reference manual updated l g D-base updated Scanning updated Application Action Summary updated Sys ID # NOTES RECEIPT DATE No. 253443 RECEIVED FROM--shcc) F ADDRESS X Aso EH hlI vT t/'D p7ll -f uo l S( t^ . n r)d--- lu FOR -CS�i -f7 � i=1(�L��i� ACCOUNT _NOW PAID AMT. OF - _ ACCOUNT CASH r AML PAID � 1 '7 CHECK 3 J �/. BALANCE + MONEY DUE i ORDER 1.OQn'y` 4;3-/�- �S�( /9-I/-- BY �02001 f�DIFOW- J 81.808 N T EL SITE NUMBER: 15149 Shenandoah Mobile, LLC SITE NAME: AMHERST ADDRESS: 219 ROUND HILL RD WINCHESTER, VA 22602 (NOT TOWER E911 ADDRESS) PROJECT TYPE: NEW EQUIPMENT AND NEW ANTENNAS ON A NEW 138' MONOPOLE W/ 4' LIGHTNING ROD PROJECT SUMMARY SITE NUMBER. 15149 SITE NAME: AMHERST SITE ADDRESS: 219 FOUND HILL RD WINCHESTER., VA 22602 TOWER OWNER/ SHEN4NDOAH MOBILE, LLC DEVELOPER: 500':HENTEL WAY EDINBURG. VA 21740 PHONE: 800-768-5200 ZONING JURISDICTION: FREDERICK COUNTY ZONING : - RA PROPERTY ID NUMBER: 52 A 254 PROPERTY AREA: .` ACRES PROPERTY OWNER: GREGORY' A BISHOP 108 S-ONEWALL DR WINC TESTER, VA 22602 2276 POWER PROVIDER: SHENANDOAH VALLEY ELEC TELCO PROVIDER: SHENTEL FIBER APPLICANT INFORMATION APPLICANT: SHENTEL SHENANDOAH MOBILE, LLC. 500 SHENTEL WAY P.O. BOX 459 EDINBL RG. VA 2ZB24 PHONE: 540-984-5123 ARCHITECT/ENGINEER INFORMATION ENGIN ER: T-SOWiRED SITE SERVICES 2500 FIGHLAND ROAD, SUITE 201 HERMITAGE, PA 161LB PHONE: 724.308.7855 CONTACT: MARK THOMPSON PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE INSTALLATION OF PCS EOUIPMENT, PLATFORM, SUPPORT FRAMES, ICE BRIDGES, AND ANTENNA FRAMES AND CABLES ON A NEW 138' MONOPOLE Wi »' LIGHTNING ROD WITHIN A NEW FENCED COMPOUND. BUILDING CODE USE GROUP: U (UTILITY) FIRE CODE: NFPA 241 8 NFPA I (CHPT 16) CONST. TYPE: TOWER - 2C HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. VICINITY MAP SCALE: I"=1,000' Walmart Supercenter Q "stern Turnpike 0 0/EI Recycling Spring Arbor of`I' G & G Auto Rec Y g 0 Winchester VA Farmer's Livestock Exchange 0 SITE s �t ,x i Candy Hill Campground ro. �r ro DRIVING DIRECTIONS FROM EDINBURG PROCEED TO EXIT 310 (HWY 37), AT THE END OF THE RAMP TURN LEFT AND PROCEED DAPPROXIMATELY 8 MILES TO HWY 50. EXIT AND AT THE END OF THE RAMP TURN LEFT. PROCEED 112 MILE 00 ROUND HILL ROAD AND TURN LEFT. PROCEED APPROXIMATELY L000 FEET AND TURN LEFT INTO DRIVEWAY BEAR LEFT TO GATE AND PROCEED ON GRAVEL DRIVE PAST TRAILER HOUSE AND TURN LEFT TO TOWER (TOWER COORDINATES) 39.1885200,-78.2077250 ACCESS DRIVE COORDINATES (N4D 83) LATITUDE: 39.189520° N LONGITUDE:-7B.211118° W DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALLPLANS ON DIMENSIONS 8 CONDITIONS DIN THE JOB SITE 8 SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONS13LE FOR THE SAME. I APPROVAL LIST I SITE AC ZONING R.F. CONSTR. MANAGER NETWORK-TELCO NETWORK -POWER PROPERTY OWNER/REP_. OPERATIONS G.C. SHEETINDEX SHEE T DESCRIPTION T-1 TITLE SHEET I OF 2 SITE SURVEY (BY APEX LAND SOLUTIONS) 2 OF 2 SITE SURVEY (BY APEX LAND SOLUTIONS) GN-I GENERAL NOTES GN-2 GENERAL NOTES 4-1 FIRE ACCESS TURNAROUND LAYOUT A-2 ADJOINING PROPERTIES MAP A-3 OVERALL SITE PLAN A-4 COMPOUND PLAN A-5 ELEVATION 8 :OUIPMENT PLAN D-I ANTENNA DET11ILS D-2 SITE DETAILS D-3 MISC. DETAILS D-4 WOOD FENCE DETAILS D-5 CHAIN LINK FENCE DETAILS E-1 ELECTRICAL DETAILS E-2 SINGLE LINE AND PANEL SCHEDULE E-3 EQUIPMENT DETAILS G-I GROUNDING PLAN AND DETAILS G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS I- GENERAL LANDSCAPING L-1 GENERAL LANDSCAPING ..,,SHENTEL 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 221524-0280 (540) 984-5123 70 T-K 1ITB 11EMICB9, LLC 2500 HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 www.t-sgrd.com 11.D9.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE r3 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE PROD. 10019 NO.: CHECKED BY: G.W.Clower, P.E. I SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER. VA 22602 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 N 3.6°02'30" W i 20.59'���, 2 Existing House i!� \�z IDETAIL A Scale: 1 inch - 40 feet UTILITY & ACCESS EASEMENT CURVE TABLE CURVE # LENGTH RADIUS DELTA CHRD BEARING CHRD LENGTH C1 74.50' 143.32' 29'46'59" N36052'41"W 73.67 C2 48.47' 37.03' 74'59'45" N19030'01"W 45.08 Rebar 286.05' Found N 54000'58" W C3 86.57' 61.97' 80302'28" N3049'12"W 79.70 �• C4 9 .35.00, 75'17'09" N88030'46"W 42.75 10 C5 174' 378.83' 26'31'45" S40038'30"W 173.84 FQ,, x - x \ o ' xY F mPoint of Beginning ' Ln o Proposed 20' Wide o ° 1 N Utility & Access Easement for c= o �66 Ingress and Egress " o s Proposed s� o 60' x 60' Lease Area (See Sheet 2 of 2) 134' f I ' a 5' Wide Proposed Tax Mop 52, PIN: 52-A-254A ' J, i ` x Utility Easement Proposed 15' Wide Utility & °' (See Sheet 2) a �� \\ G & G Auto Recycling Inc E O Access Easement for \ Deed Book 792, Page 1330 ni Q g o Ingress and Egress 6.33 Acre J 134' t c x x- `y``` (See DETAIL A) \ \ Acres RightCompany o — — _ _ _ — _ _ [ ]w y `V O \ Y o t3 Utility Pole NZBo\� ; The Potomac Edison Company - _ _ X _ H / i PE7471 i f)'( �k S63 \ �700� one x �. Recorded 9/27/2005 in Insir. No. O� �Q' C�� ��ci• `` 8 -,,per`FPA �Jo:'-5106k02040�. \ 0`i0022310 �. Chain LXnk Fence �r�f \ �\ 679.86' ..+�'� ram'v a Utility Pole �� Homme i 'r`. No Number N 57°1�1 � _�_ ---- Existing Lr 0 = Tax Map 5 `o\Feo F. •�), �, �\ .J_ -��- �-�Y _ 1...,\, ..�-...,,\ PIN: 53-A-86 Trudy Ruggles Poe Existing Home p�`9 Instr. Year 2008, N 73039'25 W oy y� \ \� �� \ _L8 - �G Instc No. 11962 93.90' CI �---� - .-� \ fox P, 92; R/(V: 5�i-�1- �\ \' \� �\ \ —'t 14.54 Acres y Gregory A. whop \ Flood done ,w \ \ 2041'16" W ~�� \� �x�` ,Bed Acres � �2� \\ er �EMA \.No: a�69904D`� \ �o ---------51�6 4"E /_ 9 127' _ o 5 Winchester and Western Rail Road p,LT�p ' \� Q�vv �j \-S 33055'35" E 36.64' PLAN NOTES (cant.): PLAN NOTES (cont.): p 2 1. The boundary lines shown below are derived from available Deeds, Tax Maps, and Plans of 7. The facility is unmanned and is does riot require potable water or sanitary service. C� Record, and does not represent an actual boundary survey. 8. The proposed development does not i�lclude street signs of any type, and outdoor storage ALAN VINCENT BURKE, , R. D or any solid waster receptacles. See current deed book 792 page 1330 for reference. 2. Site Address is 219 Round Hill Road, Winchester, Virginia 22602 (Frederick County) 9• Power to the facility will be monitorec' by a separate meter. - r " 7� 3. This plan is subject to all easements and restrictions of record. 10. According to FEMA flood insurance rare map community panel number: 51069CO204D , Lic No. 2443 4. The proposed facility will cause "De Minimis" Increase it Storm water Runoff. Therefor, no effective September 2, 2009. The Proposed facility is not in a 100 year flood plain. and is structures are proposed. in Zone - X, Other Areas. However, portions of the Access road are within the Flood Zone �� 5. No significant noise smoke dust, or odor will result from this facility. A', area of i% chance of 100 Year load, as shown on the plan. NQ v( 10-5-2017 g tY• 11. One light is proposed at the facility for work while on site. SUR 6. The facility is unmanned and is not intended for human habitation, there is no handicap 12. Contractor to Test Pit Existing Electric Easement Crossing access required. Apex Land solutions, LLC ISSUE NO. DESCRIPTION BY DATE SITE SURVEY OF PROPOSED EASEMENTS AND LEASE AREA AT: Drawn: M. L. Mowen APEX 2z3 N. Prospect street -suite 304 THE PROPERTY OF GRE=GORY A. BISHOP FOR:Hagerstown, Maryland 211740 Initial Submission SML 9-6-17 Checked: S. M. Landis 2 Revised Per AgencyComments SML 9-20-17 SHENTEL phone: (240) 455 5209 SHENANDOAH PERSONAL_ COMMUNICATIONS, LLC Date: September 6, 2017 fax: (866) 914-0344 3 Changed Access Easement �o SITE # 15149 - AMHERST Project Number: 17-056L 10-5-17 FAVLAND'SOLU11ONSW.info.apexlandsolutions�)gmail.com Access and Utility SMTax Map 52, PIN: 52 A 254 -Frederick County, VA SHEET 1 of 2 Scale: 1 inch = 100 feet UTILITY & ACCESS EASEMENT LINE: TABLE LINE # DIRECTION LENGTH Ll N36°02'30"W 96.43' L2 N36002'30"W 20.59' L3 N24043'25"W 64.57' L4 N20040'29"W 82.15' L5 N56009'15"W 93.60' L6 N71023'34"W 91.35' L7 N58031'03"W 429.1V L8 N50052'12"W 123.48' L9 L10 S7020'32"W S49008'51"E 24.64' 68.53' L11 N40051'09"E 60.00' 845.1 x 842.8 x 9S of 84!.2x 845.3 x x 844.1 841.8x \\840 CENTER OF13ROPOSED 138' MONOPOLE Latitude = 39" 11'18.08" N Longitude = 7E.°12'27.70" W Ground Elevation = 841.8 (NAVD88) 845.3 x x 842.8 843.4 x \ f. G `fl Point of Beginning �o 0 Proposed 60' x 60, Lease Area 842.9 x 842.3 x x 842.5 S 49008'51" E 60.00' S 7029'53" W 0 0o S 49008'51" E 33.49' o r- 0 75.36' o » N r- m N X, Beginning of 5' Wide ProCm Iposed x 842 2x a� ;1 ,-10.0' Utility Easement W a1 I I O -� -� iC 836.8x x\ o i o Cr Z � x � N 49°08'51" W 60.00' ` I w Q 1 � 1 o I v 100'IZ i Tax Map fit, PIN: 52-A-254 � `�� I Gregory A. Bishop \ Deed Book 843, Page 1624 830\ 7 Acres '�- Existing Right -of -Way _ The Potomac Edison Company - Recorded 9/27/2005 it Instr. No.- 050022310 _ +817 9 Chain Link Fence ' 20, Utility & Access Easement See Sheet 1 of 1 Existing Home PLAN NOTES (cont. L. 1. The boundary lines shown below are derived from available Deeds, lax Maps, and Plans of Record, and does not represent an actual boundary survey. See. current deed book 792 page 1330 for reference. 2. Site Address is 219 Round Hill Road, Winchester, Virginia 22602 (Frederick County) 3. This plan is subject to all easements and restrictions of record. 4. The proposed facifty will cause "De Minimis" Increase in Storm water Runoff. Therefor, no structures are proposed. 5. No significant noise, smoke, dust, or odor will result from this facility 6. The facility is unmanned and is not intended for human habitation, there is no handicap access required. 7. The facility is unmanned and is does n)t require potable water or ,anitary service. 8. The proposed development does not include street signs of any ty)e, and outdoor storage or any solid waster receptacles. 9. Power to the facility will be monitored by a separate meter. 10. According to FEMA flood insurance rate map community panel number: 51069CO204D , effective September 2, 2009. The Proposed facility is not in a 100 year flood plain. and is / in Zone X, Other Areas. However, portions of the Access road are within the Flood Zone 'A', area of 1% chance of 100 Year Flood, as shown on the plan. / 11. One light is proposed at the facility for work while on site. 12. Contractor to Test Pit Existing Electric Easement Crossing. X .o X U Q C p, R= 394.14' L=41.58' c / x a /U W x 330 S 40050'41" W x -x x x-- 42.91' i I - ❑ _U O -1 820-- I - w� O/H_' Utility Pole #PE74711 Utility Pole I I No Number Tax Mop 53, PIN: 53-A-66 I Trudy Ruggles Poe Instr. Year 2008, Instr. No. 11962 14.54 Acres IScale: 130 0 30 60 I I 1 inch = 30 feet p,LT H O U ALAN VINCENNTT BURKE., JR. D Lic No. 2443 SUF\] 10-5-2017 Apex Land Solutions, LLC 223 N. Prospect Street - Suite 304 Hagerstown, Maryland 211740 phone: (240) 455�5209 APE:--.%6 (866) 914 o3a4 Ara F&LANDSOW11ON51.LC info.apexlandsolutionsC�gmail.com ISSUE SITE SURVEY OF PROPOSED EASEMENTS AND LEASE AREA AT: THE PROPERTY OF GREGORY A. BISHOP FOR: SHE'iNTELDate: SHENANDOAH PERSONAL COMMUNICATIONS, LLCChanged 9 SITE # 1514.E - AMHERSTfax: Tax Map 52, PIN: 52 A 264 - Frederick County, VA SHEET 2 of 2 Drawn: M. L. Mowen NO. DESCRIPTION BY DATE Checked: S. M. Landis 1 Initial Submission SML 9-6-17 2 Revised Per Agency Comments SML 9-20-17 September 6, 2017 3 Access Easement to Access and Utility SML 10-5-17 Pro ed Number: 16 095 Scale: 1 inch = 30 feet 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 14"x4%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 (IF APPLICABLE). 15. ANY PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ROOFS OR ANY OTHER SURFACE SHALL BE CORE DRILLED AND CLOSED WITH A ILL 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. ;tLZOM0 I] me] 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 OTHERWIDE 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. & 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. STRUCTURAL: 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. ALL EQUIPMENT SHALL BE INSTALLED PLUMB AND LEVEL. 3. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE AND ASTM SPECIFICATION. STEEL SHALL CONFORM TO ASTM A992 FOR W-MEMBERS, ASTM A36 FOR M, S, C, MC, AND L MEMBERS, ASTM A500 GR. B FOR HSS MEMBERS, AND ASTM A53 GR.B FOR PIPES. 4. ALL CONNECTION OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIED WELDS WITH WELDING ELECTRODES E-70XX OR SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A325, THREAD EXCLUDED FROM SHEAR PLANE. 5. ALL STEEL EXPOSED TO MOISTURE, SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A-123. 6. ALL DAMAGED SURFACES, WELDED AREAS AND AREAS AUTHORIZED NON -GALVANIZED MEMBERS OR PARTS (EXISTING OR NEW) SHALL BE PAINTED WITH 2 COATS OF ZRC COLD GALVANIZING COMPOUND MANUFACTURED BY ZRC CHEMICAL PRODUCTS CO. OR USE THERMAL SPRAYING WITH PLATTZINC 85/15 AS MANUFACTURED BY PLATT. 7. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS QUALIFIED AS DESCRIBED IN THE "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED. 8. CONTRACTOR SHALL MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD. ANY UNUSUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO THE PURCHASE, FABRICATION AND ERECTION OF ANY MATERIAL. 9. INCORRECTLY FABRICATED, DAMAGED, OTHERWISE MIS -FITTING, OR NON -CONFORMING MATERIALS AND CONDITIONS SHALL BE REPORTED TO THE OWNER, ENGINEER, AND CONSTRUCTION MANAGER PRIOR TO ANY REMEDIAL OR CORRECTIVE ACTION. ALL ACTIONS SHALL REQUIRE THE APPROVAL OF THE OWNER. 10. CONTRACTOR SHALL EXECUTE ALL WORK PREVENTING ANY DAMAGE TO EXISTING STRUCTURES, ESPECIALLY TO THE ROOF. ANY ROOF WORK INVOLVING ATTACHMENT, REMOVAL OF FINISH SURFACE OR PENETRATION SHALL BE PERFORMED TO PRESERVE EXISTING ROOFING GUARANTEES AND WARRANTIES. ROOF SHALL BE RESTORED TO COMPLETE WATER TIGHTNESS WITH THE APPROVED MATERIAL AND BY A SUB CONTRACTOR PRE -APPROVED BY THE OWNER IN WRITING. 11. MASONRY PENETRATIONS SHOULD USE ROTARY ACTION ONLY. (NO HAMMERING ACTION) 12. ALL PENETRATIONS TO BE PROPERLY FIRE -STOPPED WITH 3M F.S.195 WRAP STRIP FIRE STOP AND C925 NON -SHRINKING PUTTY FIRE BARRIER SEALANT. MAINTAIN FIRE RATING OF ALL PENETRATED SURFACES. 13. ALL MOUNTS TO WALLS TO BE SEALED AT TOP AND SIDES WITH DOW CORNING CLEAR SILICONE SEALANT OR APPROVED EQUAL. SILICONE APPLICATIONS ARE TO BE TOOLED TO MAINTAIN A FINISHED APPEARANCE. 14. CONTRACTOR SHALL PROMPTLY REMOVE ANY AND ALL DEBRIS FROM SITE. FAA REGULATIONS FOR ANTENNA TOWER AMHERST 15149: 1. FAA FORM 7460-2 IS REQUIRED TO BE FILED NO MORE THAN 5 DAYS AFTER CONSTRUCTION REACHES MAX HEIGHT. 2. MARKING AND LIGHTING ARE NOT NECESSARY FOR AVIATION SAFETY. HOWEVER, IF MARKING/LIGHTING ARE ACCOMPLISHED ON A VOLUNTARY BASIS, IT IS TO BE INSTALLED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 70/7460-1 L CHANGE 1 3. ANY EQUIPMENT USED DURING CONSTRUCTION SHALL NOT EXCEED THE OVERALL HEIGHTS AS INDICATED ON THE AERONAUTICAL STUDY NO. 2017-AEA-9803-OE DATED 9/25/17 TO THE STRUCTURE ANTENNA TOWER AMHERST 15149. EQUIPMENT WHICH HAS A HEIGHT GREATER THAN THE STUDIED STRUCTURE REQUIRES SEPARATE NOTICE TO THE FAA. SHENTEL Sne,wmoan kftbk. LLC 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 ?-sQVAAEn 1"z ez"I ss, ILC 2500 HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 www.t-sgrd.com I CA ArHTO MIS TS UAREDWESERMES. LLC I ALS 3 11.09.17 REDLINE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE PROJ. 10019 N O.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-2 PROPOSED 60'x6O' LEASES AREA \ I PROPOSED 50'x5O' — -- FENCED AREA I I I I NOTE: IF ANY CONDUIT IS ROUT=D UNDER TURNAROUND IT IS TO B= ENCASED IN CONCRETE. **NOTE** THIS PAGE REFERS TO FIRE DEPARTMENT REQUESTED TURNAROUND ONLY. FOR SITE PLAN LAYOUT AND INFORMATION PLEASE REFER TO PAGE Z-6. 0 r` EXISTING GRAVEL ROAD /—PROPOSED 5' WIDE UTILITY EASEMENT PROPOSED 20' WIDE ACCESS EASEMENT AND FIRE ACCESS TURNAROUND PROPOSEC FIRE ACCESS TURNAROUND ..,_SHENTEL linen ,n Mob LLC 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 T-0 1ITB SEMICZ8, LLC 2500 HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 www.t-sgrd.com SI�MITTALS I 3 11 09.17 REDLINE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE PR0J. 10019 NO: 111 CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: I I AMHERST ItI SITE NO. 15149 EXISTING RIGHT—OF—WAY (THE I 219 POUND HILL RD POTOMAC EDISON COMPANY) WINCHESTER, VA 22602 I I SHEET TITLE: I FIRE ACCESS TURNAROUND LAYOUT n F IRE ACCESS TURNAROUND PLAN SHEET 14 T 5 NUMBER: A-1 ROUND HILL RD (STATE RTE 803) EXISTING METAL J FENCE EXISTING GATE FOR TEMPORARY CONSTRUCTION EASMENT LI ADD STYME LOCK TO EXISTING ACCESS GATE EXISTING BUILDING EXISTING RAILROAD TRACKS EXISTING 15' WIDE ACCESS AND UTILITY EASEMENT EXISTING 20' WIDE ACCESS AND UTILITY EASEMENT OVERALL SITE PLAN N.T.S. EXISTING PROFERTY LINE EXISTING JUNKYARD THEORETICAL FALL RADIUS OF 69' PROPOSED SHENTEL 138' MONOPOLE EXISTING ELECTRICAL EASEMENT EXISTING FENCE EXISTING SHED EXISTING MOBILE HOME XISTING GRAVEL ROAD ROPOSED 60'x60' LEASE AREA, W/ A 50'x5O' COVPOUNI / ee ee ee rmvrvaw o mvc UTIU Y EASEMENT EXISTING SUBSTATION EXISTING TRANSFORMERS Am_ SHENTEL SMrta.Mm� Mo04. LLG 500 SHENTEL WAY P.O. BOX 459 EDINBUPG, VA 22824-0280 (540) 984-5123 70 T-WAf SITE 2500 HIGHLAND ROAD, SUITE 20 HERMITAGE, PA 16148 www.t-sgrd.com 3 11.09.17 REDLINE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE I PROJ. 10019 I NO.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 � SHEET TITLE: EXISTING UTILITY OVERALL SITE POLE #PE74711 PLAN SHEET NUMBER: A-3 _--THEORETICAL FALL RADIUS OF 69' PROPOSED EMERALD E BUFFER (TYP.) 'BANE ,NK WIDE IENT r;-'\ COMPOUND PLAN 5isr:r- .111,11IIII&SHENTEL Shen —h WbE� LLC 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 T-" srm gzitviczs, LLC 2500 HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 vv".t-sgrd.com o�vanwt a �e�e rsouanm srtc aFwrre i i r SUBMITTAL.`. 3 11,09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM COS KE PRO,J. 10019 NO.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: COMPOUND PLAN SHEET NUMBER: A-4 "NOTE** TOWER IS TO HAVE LIGHTING IN ACCORDANCE WITH FAA REGULATIONS 14PROPOSED T.O. LIGHTNING ROD �EL. 142't A.G.L. lqlPROPOSED T.O. TOWER �£L. 138t A.G.L. PROPOSED SHENTEL ANTFNNA_S RAD_C£NTFR_ _ _ EL. 135f A.C.L. `PROPOSED SHENTEL ANTENNAS FUTURE CARRRRER ANTENNA . _ _ _ _ - �' EL. 123'-- A.C.L. EUURECARRR AN✓-rfNNA - - _ EL. 113't A.G.L. a -Q�FUTURE CARRIER ANTENNA _ _ _ _ EL. 104'± A.G.L. - — PROPOSED SHENTEL 138' MONOPOLE "NOTE** WOOD FENCE SECTION NOT SHOWN FOR CLARITY. PROPOSED SHENTEL EQUIPMENT PROPOSED CHAIN LINK FENCE EL. O'- A.G.L. Im ®' ELEVATION N.T.S. i PROPOSED ANTENNA INFORMATION RFA (REV 1) SECTOR POSITION STATUS ANTENNA MANUFACTURER ANTENNA MODEL RAD CENTER AZIMUTH MECHANICAL DOWN TILT ELECTRICAL DOWN TILT RRH MODEL (PLATFORM MOUNTED) HYBRIFLEX QUANTITY & MODEL HYBRIFLEX LENGTH & DIAMETER 1 1 PROPOSED RFS APXV5PP18-C-A20 135'-0" 2ti 0° 2 FD-RRH-2x50-800 Eucahybrid 114 - 2xl2MM5-CP x12MM 170't (1-1/4") FD-RRH-4x45-1900 1 2 PROPOSED CELLMAX CMA-BDHH/3324/EO-6 135-0" 20 0° 2 FD-RRH4x30-19OO 1 3 PROPOSED RFS APXVTMI4-C-120 135-0" 20 0° 2 FD-RRH-8X20-2500 1 3 FUTURE RFS SB3-W100AMPT 135'-0" TBE, 9500 MPR MPT-HC-HQAM RADIO (2) Cat5 170't 2 1 PROPOSED RFS APkV5PP18-C-A20 135'-0" 140 0° 8 2 FD-RRH-2x50-800 Eucahybrid 114- 12AWG6- 2x12MM5-CP 170't (1-1/4") FD-RRH-4x45-1900 2 2 PROPOSED CELLMAX CMA-BDHH/3324/E0-6 135'-0" 14p 0° 2' FD-RRH4x30-19OO 2 3 PROPOSED RFS APXVTMI4-C-120 135'-0" 140 0° 2 FD-RRH-8X20-2500 3 1 PROPOSED RFS APXVSPPI8-C-A20 135'-0" 260 0° fi 1" FD-RRH-2x50-800 Eucahybrid 114- 12AWG6- 2x12MM5-," P 170't (1-1/4") FD-RRH4x45-1900 3 2 PROPOSED CELLMAX CMA-BDHH/3324/EO-6 135'-0" 260 0° 1* FD-RRH-4x30-1900 3 3 PROPOSED RFS APXVTMI4-C-120 135'-0" 260 0° 2` FD-RRH-8X20-2500 NOTES: 1. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME OF CONSTRUCTION. 2. CONTRACTOR TO CONFIRM CABLE LENGTHS PRIOR -0 CONSTRUCTION. 3. ROUTE PROPOSED 1-YBRIFLEX CABLES INSIDE PROPOSED MONOPOLE. PROPOSED SHENTEL L.I.F.E. MOUNT PLATFORM AND HANDRAIL KIT (PART# PV-LPPI4M-HR-12-96) SEOTOR 3 -z6p PROPOSED SHENTEL FD-RRH-4X30-1900 65MHZ VARIANT (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL CELLMAX CMA-BDHH/3324/EO-6 ANTENNA (1 PER SECTOR, 3 TOTAL) ANTENNA INFORMATION FUTURE SHENTEL MICROWAVE DISH PROPOSED SHENTEL FD-RRH-4x45-1900 65MHz VARIANT (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL FD-RRH-2x50-800 (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL RFS APXVSPPI8-C-A20 ANTENNA (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL FD-RRH-8x20-25 (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL RFS APXVfM14-C-120 ANTENNA (1 PER SECTOR, 3 TOTAL) ANTENNA MOUNT �� N.T.S. „SHENTEL 5Mna,M h Wb,k. ULC 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 T-SQUARM 817E sz"iczs, LLc 2500 HIGHLAND ROAD, SUITE 20 HERMITAGE, PA 16148 www.t-sgrd.com 3 111-09-171 REDLINE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE 40.: 1 DO19 CHECKED BY: G.W.Clowar, P.E. r SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 N SHEET TITLE: ELEVATION & EQUIPMENT PLAN SHEET NUMBER: A-5 1 1.8" RFS APXVSPP18-C-A20 �_SHENTEL CELLMAX BOX 500 BOXSHENTEL459 WAY DIMENSIONS, HxWxD: 72.0'x11.8'x7.0' P 0. 459 EDINBURG, VA 2?B24 0?80 WEIGHT, WITH PRE -MOUNTED BRACKETS: 64.5lbs C MA-B C) H H13324/EO 6 (540) 984-5123 CONNECTOR: (6) 7-16LONG NECK FEMALE / BOTTOM RF CONNECTOR, TYPE 000 REMOTE ELECTRICAL-"� DOWNTILT ACTUATOR, TYP BOTTOM RFS APXVSPPI8-C-A20 ANTENNA DETAIL NrS RFS APXVTM 14-C-120 DIMENSIONS, HxWxD: 56.3'x12.6"X6.3" WEIGHT, WITH PRE -MOUNTED BRACKETS: 561bs CONNECTOR: (8) 4.1/9.5 DIN FEMALE / (1) NF - CALIBRATION PORT PORT PORT I 5 1 �, 6.3" 12.6" IRFS APXVTMI4-C-120 ANTENNA DETAIL 3 NT S 6.1" r 36.0"—{ R=S MICROWAVE ANTENNA MODEL NO. SB3-W100AMPT WEIGHT 50.7 LBS DIMENSIONS (DIA.) 36.0" MAX WIND SPEED 124 MPH Alcatel -Lucent Multipurpose Outdoor Unit (ODU) 1 WE GHT I 11 LBS Jj 4 MICROVVAVE DETAIL N.- S. DIMENSIONS,HxWxD: WEIGHT. CONNECTOR: RRH MOUNTING PIPE MOUNTING BRACKET AND HARDWARE 0 0 u o o 0 o o 0 0 0 81.l'x22.8'x6.l' 106.7 Ibs (4) 7-i6 FEMALE - BOTTOM RFS APXVRRI3-C-A20 ANTENNA DETAIL NTS NOTE: SEE SHEET A-2 FOR RRH QUANTITY AND LOCATION. NOTE:. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING THE MOST RECENT PLUMBING DIAGRAMS ONCE SITE IS READY FCR CONSTRUCTION. 800 MHz REMOTE RADIO HEAD FD—RRH-2x50-800 WEIGHT 64 LBS. DIMENSIONS (WxHxD) 13"x19.7"x15" OUTPUT POWER 100W POWER RED. —48VDC 1900 MHz REMOTE RADIO HEAD FD—RRH-4x45-1900 WEIGHT 60 LBS. DIMENSIONS (WxHxD) 11"x25"x10.7" OUTPUT POWER 180W POWER RED. —48VDC 1900 MHz REMOT-E RADIO HEAD FD—RRH-4x30-1900 WEIGHT N/A DIMENSIONS (WxHxD) N/A OUTPUT POWER 18OW POWER RED. —48VDC 2500 MHz REMO--E RADIO HEAD TD—RRH-8x20-2500 WEIGHT 66 LBS. DIMENSIONS (WxHxD) 17.5"x25.4"x5.7" OUTPUT POWER 80W POWER RED. —48VDC RRH DETAIL �� NTS 70 T-fQ1"Z 9ZW1CLs, LLC 250C+ HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 www.t-sgrd.com 3 11.09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE 10019 71 I CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINC;HESTER, VA 22602 SHEET TITLE: ANTENNA DETAILS SHEET NUMBER: D-1 NOTE: ALL STEEL IS TO BE GALVANIZED z z 00 0 ow 10 ro= U) a m 24" ICE BRIDGE KIT W/ TRIPLE TEE TRAPEZE (24 COAX SNAP -IN RUNS) (SITE PRO 1 IB24 SERIES, SEE FOOTING FOR P/N) UNIVERSAL T-BRACKET x ti'tir�-�r FOR CABLE TRANSITION Z a 24 AT CABINET i 7 o �'' ' (TYP AS NECESSARY) 00 (SITE PRO 1 P/N T600) \a L, o v 0i a� CONCRETE of w PAD a 3000 PSI v uT NORMAL WEIGHT n O CONCRETE o BASE SHOE FOOTING (SITE PRO 1 P/N 18248) (INCLS. BASE SHOES) (USE SITE PRO 1 P/N SWA585 ANCHORING KIT, 3 REQUIRED PER BASE SHOE) 3" MIN r- 8"0 MIN. DIRECT BURIAL FOOTING (SITE PRO 1 P/N 1B24D-216) FIELD CUT PIPE TO LENGTH CAP W/ GALV. METAL CAP TRAPEZE MOUNTED GROUND BAR W/ #6 STRANDED TO JUMPERS ANGLE IRON SHALL BE BOLTED TO ICE BRIDGE CUT ENDS FOR PROTECTION SHENTEL PPC r— CABINET SHENTEL EQUIPMENT m SHENTEL BTS CABINET **NOTE** DIRECT BURIAL FOOTING MUST MEET LOCAL FROST DEPTH REQUIREMENTS %1_ ICE BRIDGE POST DETAIL (D N T s ANGLE IRON SHALL BE BOLTED TO ICE BRIDGE CUT ENDS FOR PROTECTION 8 MAX HYBRIFLEX CABLE #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 GROUND RING NOT USED �� IJ T.' TOWER 36" MAX --IIUND I CROBAR CADWELD TRAPEZE 2 TYPICAL TRAPEZE DETAIL ll_N.T.S. GALV. STEEL PIPE CAP WAVEGUIDE SUPPORT BRACKET 24" WAVEGUIDE - ICE BRIDGE HYBRI FLEX 3 1/2"0 SCH. 40 GALV. STEEL PIPE 4" GRAVEL WA`.;HER/NUT B01H SIDES ALI. THREAD WASHER/NUT BOT-i SIDES ASHER/NUT DTH SIDES FOR COAX 2 AWG BCTW CROUND LEAD FROM WA`/EGUIDE TO WAVEGUIDE POST 1" CROWN TOP OF PIER 5 ICE BRIDGE SUPPORT SECTION NTS JAL JVUPV LLU LWY11 J, ) FIXTURE INSTALLED J PPC H-FRAME, (1) STALLED ON METER \NK H-FRAME PPC SUPPORT POST i AMP., 125 VOLT NGLE POLE COVERED )GGI_E SWITCH WITH EATHERPROOF BOX JD PLATE HUBBLE ). HBL1201-7420 FI DUPLEX RECEPTACLE 2) # 12 THHN WIRES c #12 GROUND IN S/4" PVC CONDUIT TO 'PC CABINET C1 WORK LIGHT DETAIL NORTHERN TECHNOLOGIES PART #: CS2S2-W7J6 PPC CABINET POWER SHALL BE SLEEVED THRL TELCO CHAMBER (SCHED. 80) GRADE - 1 5/8" UNI-STRUT SECURED TO POSTS WITH U-BOLTS (UNI-STRUT NOT TO EXCEED 2" FROM MOUNTING POST AND NOT IMPEDE GEN PLUG) 4 4a 3 1/2" 0 FOSTS EMBEDDED IN 12'0x3' DEEP CONCRETE FOOTING **NOTE** PPC CABINET SHOWN, UTILITY BACKBOARD CONSTRUCTION SHALL BE SIMILAR n PPC BACKBOARD DETAIL N T. SHENTEL Sn.�.n Wbft uC 500 SHENTEL WAY F.O. BOX 459 EDiNBURG, VA 22824-0280 (540) 984-5123 T F1 RIFE, SITE SZWICZG, LLC 2500 HIGHLAND ROAD, SUITE 2C HERMITAGE, PA 16148 www.t-sgrd.com SUBNI i T T REDLINE REVISION KE 25.17 REDLINE REVISION KE r3l,l..09.17 22.17 REDLINE REVISION KE 22.17 PRELIM COS KE PROJ. 10019 NO.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: SITE DETAILS SHEET NUMBER: D-2 GPS ANTENNA (BY LUCENT) 3 1/2"t 3/4"± 3 3/4"t STANDARD 1" PIPE lTILT 2 7/8"t 3/4"t U - BOLTS F-fi-- H +I HOLES FOR N ADJUSTMENT 1p U-BOLTS NEW MOUNTING KIT BRACKET PLATE MINIMUM OF 75% OR 270' IN ANY DIRECTION OBSTRUCTIONS MUST 13E BELOW 15' 15' GPS MINIMUM SKY VIEW REQUIREMENT. / 1/2" GROUND KIT (MIN. 8" BELOW BASE OF PIPE) 1/2" CCAX TO HAVE ABILITY TO SLID;. UP AND OUT OF PIPE #6 AWG GROUNDING KIT CABLE NOTE TO MGB (PROVIDED WITH KIT) I. 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3, IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT 15 WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. 4. DO NOT SWEEP TEST GPS ANTENNA. PVC CONDUIT PLUG (DO NOT USE TAPE) PVC CONDUIT COUPLING PVC SCHEDULE-80 24" RADIUS, SIZE AS SHOWN ON LAYOUTS n GPS MOUNTING DETAIL 1 I 19T.1 z M PVC SCHEDULE-40 SIZE AS SHOWN ON LAYOUTS n CONDUIT STUB -UP DETAIL N T.S. STRUCTURAL NOTES 1. SPECIFICATIONS / CODES: -CONCRE-E WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE ACI CODE. -CONCRE-E SLAB COMPRESSIVE STRENGTH-ESTING: CYLINDERS PREPARED IN ACCORDANCE TO ASTM C31. TESTING IN ACCORDANCE TO 6TM C39. -STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 9tH EDITION. -WELDINC SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) D1.1-92 "STRUCT,JRAL WELDING" CODE -STEEL. -REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE." 2. MATERIALS: -CONCRETE: fc' - 3000psi. (MIN. U.N.O.) -REINFORCING STEEL: ASTM A615, GRADE ED. -WIRE MESH: ASTM A185. -STRUCTURAL STEEL: ASTM A36. -ELECTRODES FOR WELDING: E 70xx. -GALVANIZING: ASTM A153 (BOLTS) OR ASTIR A123 (SHAPES, PLATES). -EXPANSION BOLTS: HILTI KWIK BOLT II, STAINLESS STEEL, �'."Ox43/4" EMBEDMENT OR AN APPROVED EQUAL. 3. GEO-TECHNICAL: -CONCRETE SLAB DESIGN IS BASED ON 2000psf SOIL BEARING CAPACITY. IF OTHER CONDITIONS EXIST, FOUNDATION SHALL BE REDESIGNED CONTRACTOR SHALL HAVE SOIL BEARING CAPACITY VERIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES. -ALL BACKFILL SHALL BE THOROUGHLY C01'PACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY ,-SURFACE SHALL RECEIVE A SMOOTH TROWEL FINISH a COMPACTED STONE BASE f 3/4" CHAMFER (TYP ALL SIDES) 2 LAYERS OF 6"x6" - / TOP OF FINISHED GRADE. SLOPE AWAY FROM CONCRETE. 1 W4xW4 WWF I —I— T I-' 2" CLR I w EXCAVATE AS RECUIRED TO REMOVE VEGETATION & I- TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBGRADE & PLACE COMPACTED CRUSHED STONE OR GRAVEL F PLAT (PART# ----------------------1 r- - - - - - - - T I I I I I I I I I I I I 1 I I I I I I 1 I I I I 1 1 #4 REBAR I 16" O.C. I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I L------------------ I I I ------------J n CONCRETE EQUIPMENT PAD DETAIL N MOUNT DETAIL 4 N.T S. .,._SHENTEL Shm d..' M.— LL' SDO SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 70 T-" IlTL SZWICES, LLC 2500 HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 www.t-sgrd.com I COPYRIGHT O 2016 T-SOUARED SRE SERVICES. LLC I SL1BM i T T AL 5 3 11.09.17 REDLINE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM COS KE PROJ. 10019 NO: CHECKED BY: G.W.Clower. P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: MISC. DETAILS SHEET NUMBER: D-3 8' MAX. TO' OF FENCING 4x4x12' W000 POST 2x4x8' WOOD FRAMING -1 F-------------------� 4x4x12' WOOD POST I I I I ow I I I I w II II w m1 I I I I I I W000 BOARD 00 0 0 o WOOD BOARD I I I I FENCING (TO MATCH EXISTING Jo FENCING (TO MATCH EXISTING I I I 1 ADJACENT pUMPSTER ENCLOSURE) Ln 3 rw- w---- - -- - ----------------- ADJACENT DUMPSTER ENCLOSURE) -- - - -- ------ - II II PROJECT i" ABOVE GROUND II II AND SLOPE ALL AROUND (TYR) I i II II II II II II II ---� E------------------� k a< o I I I I z I I m II 3 II U 0 I I I cn 1 1 �� � II � 11 POST F00-ING I I 1 1' MIN. �- -� q) I MIN 2 NOT USED N.T.S. CORNER, TERMINAL OR PULL POST it I II I II I II I II I I I II I I I I 1I �I 1 II I Nk II II II ' II Y h 11 11 I' MIN k -1 u) ,WOOD FENCE DETAIL ��'JJ N T CITY OF WINCHESTER 3' SEPARATION PER SEC. 18-6-2.3 3' PHYSICAL SEPARATION REQUIRED FROM ANY SITE FEATURE HIGHER -HAN 6' CLOSEST PIN IN SURROUNDING PARKING AREA. 3' MIN. EXISTING CUR2 EXISTING PARKING LOT PROPOSED WOOD FENCE SEPARATION REQUIREMENT DETAIL N. T.S -',,,,.SHENTEL Shivn h Mobile LL' 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 s-wwmD szTZ OzzvlCBS, LLC 2500 HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 www.t-5grd.com 9JBM',TTALS 3 11.09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE PROD. 10019 NO.: CHECKED BY: G.W.Clower, P.E. SI TE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: WOOD FENCE DETAILS SHEET NUMBER: D-4 — VERIFY WITH SITE PLAN -- 4' f MANE GATE 12'-0" DOUBLE SWING GATE -I 2" (MIN) GATE PLUNGER ROD—\ __ �-- MUSHROOM TYPE--' :":1 2'-0" CONCRETE POST *J PLUNGER ANCHOR, J 1'-2" C` DOUBLE -SWING GATE DETAIL llz GENERAL NOTES: DOLBLF. GATE LA 11..4.1"j I 16" BELOW DST LINE 6 1'-2" I INSTALL FENCING PER ASTM F-567 2 INSTALL SWING GATES PER ASTM F- 900 3 LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE GALVANIZED (HOT DIP, ASTM A] 20 GRADE "A" STEEL) ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV.IOR EQUAL) 5. ALL OPEN POSTS SHALL HAVE END -CAPS. & USE GALVANIZED HOG -RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC n FENCING NOTES i 1 TYPICAL FENCING DETAIL II ( 1 BALLOON REFERENCE NOTES: OCORNER, END OR PULL POST: 3" O D. SCHEDULE 40 PIPE OLINE POST. 2 1/2" NOMINAL SCHEDULE 40 PIPE, PER ASTM-FI083. LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 10'-0" O.0 OTOP RAIL & BRACE RAIL 1-5/8"O.D STANDARD ROUND PIPE, PER ASTM-F1083 OFABRIC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392 OTIE WIRE: 9 GA ALUMINUM. A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED 12" O C. POSTS/GATES AND 24" RAILS/WIRE C6 TENSION WIRE 9 GA ALUMINUM OBARBED WIRE. DOUBLE STRAND 12-1/2" O D TWISTED WIRE TO MATCH WITH FABRIC. 14 GA, 4 PT BARBS SPACED ON APPROXIMATELY 5" CENTERS CS 3/16" X 3/4" (MIN) FULL HEIGHT STRETCHER BAR. Cq 3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD 10 FENCE CORNER POST BRACE: 1 5/8" NOMINAL PIPE 1 I 1" MAXIMUM CLEARANCE FROM FINISH GRADE 12 FENCE POST FOUNDATION TO BE i" FINISH ABOVE FINISHED GRADE 13 6" COMPACTED BASE MATERIAL 14 FINISH GRADE SHALL BE UNIFORM AND LEVEL. 0 WELDED GATE FRAME: 2" O.D., SCHEDULE 40 PIPE, PER ASTM-FI083. 16 GATE POST 4" O.D , SCHEDULE 40 PIPE, PER ASTM-F1083 17 GATE FRAME BRACE RAIL 11/2" NOMINAL PIPE. PER ASTM-FI083 ] 8 DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. 19 STYMIE LOCK MULTI -TENANT LOCKING DEVICE (1-5' SLIDE BAR AND 3 SLEEVES) 20 GEOTEXTILE FABRIC 21 CONCRETE FOUNDATION (MIN 3000 PSI) MINIMUM DEPTH: 6" BELOW FROST LINE 22 10" x 12" SHENTEL SITE INFORMATION SIGN CADWELD RING GR_-_C �r7 RINl #2 AWG BCW // M2 AWG BCW IN FLEX CONLI VERTICAL POST CABLE TO CABLE CONNECTED CADWELD TO RING VERTICAL POST NOT CONNECTED TO RING NOTE 1. VERTICAL POSTS SHALL BE BONCED 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 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 PING 4. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT CADWELD SEE NOTE 3 & 4 #2 AWG BCW IN FLEX CONDUIT —� 'CABLE TO ( CABLE I CADWELD TYP.)_ #2 AWG BCW IN FLEX CONDUIT � RING GROUNDIJ2 AWG BCW (MIN 18" BELOW ROUGH GRADE) (TYP.) r.oTE: 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE CADWELDED TO THE POST ABOVE GRADE. 2. BOND EACH HORIZONTAL POLE/3RACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. GATE JUMPER SHALL BE #'4/0 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 GATE IS FULLY OPEN IN EITHER DIRECTION. 5. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT. n GATE & FENCE GROUNDING DETAILS 4 I11 S „„SHENTEL 5ne""na"an moral” u c 5DO SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 s-mrl D szTZ SZRViCEs, LLC 2500 HIGHLAND ROAD, SUITE 20. HERMITAGE, PA 16148 www.t-sgrd.com SUBI4l T T 4L S 3 111.09.171REDLINE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE PROD. 10019 NO.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER,VA 22602 SHEET TITLE: CHAIN LINK FENCE DETAILS SHEET NUMBER: D-5 ELECTRICAL & GROUNDING NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF TFE NATIONAL ELECTRICAL COD- (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES. 2. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING IN:;IDENTAL WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. 5. ELECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE IN ELECTRICAL METALLIC TUBING OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC OR RIGID SCHEDULE 80 PVC FOR LCCATIONS SUBJECT TO PHYSICAL DAMAGE) (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS SHALL BE IN ELECTRICAL METALLIC TUBING, ELECTRICAL NONMETALLIC TUBING, OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 80 PVC AS PERMITTED BY CODE). 7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING, ABOVE GRADE AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS (RGS) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS. 8. BURIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID SCHEDULE 80 PVC); DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT TF.AFFIC, ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY TFAFFIC. 9. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS AND OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED. 10. ELECTRICAL WIRING SHALL 3E COPPER WITH TYPE THHN, THWN-2, OR THIN INSULATION, RATED AT 90'C 11. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY. 12. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 13. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3P, ENCLOSURE. 14. PPC SUPPLIED BY PROJEC- OWNER. PPC SHALL BE RATED 200A, 1210/240V, 10 WITH 24 CIRCLIF PANEL. MAIN CIRCUIT BREAh:ERS SHALL 200A, RATED 22KAIC MINIMUM AND BE MECHANICALLY INTERLOCKED WITH WALKING BEAM. PPC SHALL INCLUDE TVSS OPTION. GENERATOR RECEPTACLE SHALL BE 200A, 10, 3 WIRE. PPC LOAD CENTER SHALL HAVE 24 POSITIONS. 15. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITICNALLY, GROUNDING, BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH METRO MOD CELL SITE GROUNDING STANDARDS. 16. GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. 17. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FCR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. 18. ALL POWER AND GROUND CONNECTIONS TO BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR OPERATION AT NO LESS THAN 75-C OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STE=L. 19. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICA ED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. 20. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH -WO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 2'. APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND CONNECTIONS. 22. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALLS CVER EACH GROUND ROD AND BONDING POINT BETWEEN EXISTING TOWER/ MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING. 23. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMNS MINIMUM RESISTANCE REQUIRED. 24. CONTRACTOR SHALL CONDUCT ANTENNA, CABLE, AND LNA RETURN -LOSS AND DISTANCE -TO -FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT. 25. METER CENTER TERMINAL BOX SHALL BE 600A, 240V, 1�. LUG CONNECTIONS FOR SERVICE LATERAL SHALL BE SIZED TO ACCEPT CONDUCTORS AS SPECIFIED ON ONE -LINE DIAGRAM. SHORT CIRCUIT RATING SHALL BE 65 KAIC MINIMUM. METER CENTER SHALL BE 4 GANG WITH 225A RATED METER SOCKETS. METER SOCKETS SHALL BE EQUIPPED WITH LEVER BYPASS FEATURE. 26. ALL CONDUCTORS SHALL BE SIZED AT 75'C AMPACITY. ELECTRICAL LEGEND NEW PANEL BOARD, SURFAC:: MOUNTED EXISTING PANEL BOARD, SURFACE MOUNTED E� DRY TYPE TRANSFORMER METER CIRCUIT BREAKER ❑l NON -FUSIBLE DISCONNECT SWITCH, MOUNTED 54" A.F.F. pJ FUSIBLE DISCONNECT SWITCH, MOUNTED 54"A.F.F. rvss TRANSIENT VOLTAGE SURGE SUPPRESSOR PATH BUILT-IN FUSES, SURFACE MOUNTED ® DUPLEX OUTLET, SURFACE MOUNTED, 20 AMPS, 125 VOLTS, SINGL PHASE O JUNCTION BOX, SURFACE MCJNTED 18' A.F.F. EXPOSED WIRING -ti HOME RUNS, MINIMUM 2#10 F I#IOG IN 3/4' CONDUIT U.O.N. A.F.F ABOVE FINISHED FLOOR U.O.N. UNLESS OTHERWISE NOTED WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER A AMPERE V VOLT KWH KILOWATT - HOUR C CONDUIT GRC GALVANIZED RIGID CONDUIT G GROUND _L GROUND MGB MASTER GROUND BAR °MECHANICAL CONNECTION �7 •CADWELD CONNECTION EGB EQUIPMENT GROUND BAR oME-CHANICAL CONNECTION o • *CADWELD CONNECTION — G — GROUND COPPER WIRE, SIZE AS NOTED EXPOSED WIRING HYBRIFLEX CABLE O 5/8"x10' COPPER CLAD STAJNLESS STEEL GROUND ROD --} EXRTHERMIC (CADWELD) OR °MECHANICAL (COMPRESSION TYPE) CONNECTION PPC POWER PROTECTION CABINET 0 OMNI-DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALL ELECTRICAL NOTES & LEGEND NTS PROPOSED SHENTEL 2" U/G CONDUIT FROM RISER POLE AT EAST SIDE OF PROPERTY TO H-FRAME JUST OUTSIDE PROPOSED 2" SCH 80 COMPOUND FENCE FOLLOWING CONDUIT FOR POWER PROPOSED UTILITY EASEMENT. co (-,"p r1 PROPOSED 2" SCH 80 I PROPOSED SHENTEL CONDUIT FOR FIBER I MMBTS CABINET PROPOSED SHENTEL I I BBU CABINETS PROPOSED SHENTEL 40"x40"x12" DISTRIBUTION BOX PROPOSED SHENTEL ICE BRIDGE PROPOSED 14" LIQUID TIGHT FLEXIBLE METALLIC CONDUIT FOR POWER ROUTED FROM MMBTS TO FIBER DISTRIBUTION BOX PROPOSED SHENTEL 40"x40"x12" DISTRIBUTION BOX PROPOSED SHENTEL BBU CABINETS PROPOSED SHENTEL PPC CABINET PROPOSED SHENTEL EQUIPMENT PAD F -- PROPOSED H-FRAME W TH METER BANK 2 ELECTRICAL SITE PLAN N.T.S. A - S PROPOSED SHENTEL MMBTS CABINET PROPOSED SHENTEL GPS PROPOSED 142" STEEL CONDUIT FOR POWER FROM PPC TO THE MMBTS PROPOSED SHENTEL PPC CABINET PROPOSED SHENTEL HYBRIFLEX CABLES FROM ANTENNAS TO FIBER DISTRIBUTION BOX (1 PER SECTOR, TOTAL OF 3) ENLARGED ELECTRICAL PLATFORM PLAN J� N. T. S A,_SHENTE L snennCwn M b" LLI SOO SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 70 z-MV I OrM SITE SZWICSd, LLC 25MI HIGHLAND ROAD, SUITE 20: HERMITAGE, PA 16148 www.t-sgrd.com 3 111.09.171REDLINE REVISION I KE REDLINE REVISION KE f92g.25.17 22.17 REDLINE REVISION KE 22.17 PRELIM COS KE PROD. 10019 NO.: CHECKED BY: G.W.Clower, P.E. SI TE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: E-1 TO EXISTING UTILITY POLE PROPOSED 600A, PROPOSED 4 24TE 1� METER GANG METER TER MINAL RMINAL BOX CENTER PROPOSED (1) #2/0 AWG COPPER GROUNDING ELECTRODE CONDUCTCR PROPOSED — GROUND ROD 2001, O O 0 O PROPOSED 240V, 1�, 200A J I RECEPTACLE FOR GENERATOR CONNECTION LOAD PP PROPOSED 200A, 120/24OV, 1�, 24 1 CIRCUIT PPC WITH (2) MECHANICALLY INTERLOCKED, 22 KAIC RATED MAIN CIRCUIT BEAKERS. BRANCH CIRCUIT BREAKERS SHALL BE RATED 22 KAIC. r— PROPOSED (2) #1 AWG AND - cABS (1) #8 AWG GND (3) #3/0 AND (1) #6 GND ISC = 1 1,445.7A TO EXISTING TELEPHONE SERVICE_ TELCO PANEL GROUND NOTES: 1. FINAL WIRING SIZES TO BE DETERMINED BY LUCENT POWER CABINET REQUIREMENTS. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCDRDANCE WITH CURRENT NATIONAL ELECTRIC CODES AND ALL LOCAL AND STATE CODES, LAWS AND ORDINANCES. 3. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 80 AND CONDUIT EXPO'.;ED ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS. 4. CONDUITS INSTALLED AT BTS EQUIPMENT THAT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE `TUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CANNOT BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. • CONDUIT SIZES SPECIFIED ON RISEF DIAGRAM. ONE -LINE DIAGRAM NT SITE NUMBER: 13789 MODEL NUMBER: NORTHERN TECHNOLO:,IES VOLTAGE: 240V /120 PHASE: 1 WIRE: 3 MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS A/C: YES MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: YES ENCLOSURE TYPE: NEMA 3R N to GROUND BOIJD: YES PANEL STATUS: NEW INTERNAL TVSS: YES T LOAD DESCRIPTION BREAKER AMPS BREAKER POLES BREAKER STATUSL1 LOAD WATTS BREAKE STATUSAMPS BREAKE BREAKE LOAD DESCRIPTION CKT L2 1 BTS 100 2 NEW 7,680 -- NEW 2 60 SURGE SUPPRESSION 2 3 -- -- NEW -- 7,680 NEW - -- -- 4 5 BBU 1 20 2 NEW 1,360 -- NEW 1 20 METER CENTER LIGHT GFCI 6 7 -- -- -- NEW -- 1,500 NEW 1 20 WORK LIGHTS 8 9 BBU 2 20 2 NEW 860 -- NEW 1 20 GFCI 10 11 -- -- -- NEW -- 500 N/A -- -- SPACE 12 13 SPACE -- -- N/A -- -- N/A -- -- SPACE 14 15 SPACE -- -- N/A -- -- N/A -- -- SPACE 16 17 SPACE -- -- N/A -- -- N/A -- -- SPACE 18 19 SPACE -- -- N/A — -- N/A -- -- SPACE 20 21 ISPACE I-- -- N/A -- -- N A -- -- SPACE 22 23 ISPACE I-- -- N/A -- -- N A ISPACE 24 PHASE TOTAL 9,900 9,680 an"Il,SHENTEL 51,m .h'AIO 1� 500 SHENTEL WAY P.O. BOX. 459 EDINBURG, VA 22824-0280 (540) 984-5123 70 T-iQVARZ9 SITS SZWICBS, LLC 25W HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 www.t-sqrd.com SUBMITTALS 3 11,09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE t 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE N OOJ 10019 CHECKED BY: G.W.Ciower, P.E. III SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 LOAD CALCULATIONS NOTES: 1. BRANCH CIRCUIT BREAKERS SHALL BE SHEET TITLE: LIGHTING 1,500 VOLTAMPS x 1.25 = 1,875 VOLTAMPS RATED 22 KAIC MINIMUM. 2. ALL CIRCUIT BREAKERS SHALL MATCH 'SINGLE LINE AND RECEPTACLES - BBU - 720 VOLTAMPS x 1.00 = 720_ VOLTAMPS DISTRIBUTION PANE_ MANUFACTURER. MMBS - 2,000 VOLTAMPS x 1.00 = 2,000_ VOLTAMPS "CLASSIFIED PRODUCT" BREAKERS SHALL FANEL SCHEDULE MOTOR —FAN _ 15,360 VOLTAMPS x 1.25 = 19.200_ VOLTAMPS NOT BE USED. _ 0— VOLTAMPS x 1.25 = 0_ VOLTAMPS 3. ALL WIRE SIZES SHALL BE #12 UNLESS OTHERWISE SPECIFIED. SHEET TOTAL LOAD (VA) NUMBER: 23,795 99.1 TOTAL LOAD (AMPS) AT 120/240V 1m PANEL SCHEDULE E — 2 NI5 FR01 TO WIT NEW METER CENTER TERMINAL BOX SQUARE D EZM60OTB NEW SQUARE D EZML114225 4 GANG METER BANK NEW SERVICE LATERAL ®Lo ko ® C 00 0000 N � IIL jII L NEW GROUNDING ELECTRODE - CONDUCTOR NEW COPPER GROUNDING ELECTRODE PROPOSED 4" CONDUIT FROM TELCO DEMARC I TYPICAL MMBTS EQUIPMENT PAD LAYOUT N.T S DUAL 50OW LED LIGHT, (1) FIXTURE INSTALLED - AIMED AT TOWER -5„ PIPE CAP (TYP) NEW SQUARE D E=ZML114225 4 GANG METER CENTER NEW SHENTEL METER AND 200A CIRCUIT BREAKER C P1000 GALVANIZED UNISTRUT (FIELD VERIFY MOUNT HEIGHTS) 3"0 GALVANIZED PIPE OR RGS CONDUIT 3 UTILITY BACKBOARD DETAIL �� N T LOAM AREA PAVED AREA FINISH GRADE tp Q \` \ of \�"'t z_ \ 8"0 M N \ \ \ SCHEDULE 80 CONDUITS FOR NEW ELECTRICAL -Y C" AND FIBER SERVICES. PROVIDE APPROVED PULL BOXES AS REQUIRED, AND COORDINATE 12" MIN INSTALLATION WITH ALL UTILITY COMPANIES IOR INTERFACING /.T TERMINATION POINTS. PROVIDE FULL LENGTH PULL ROPES. PROPOSED 24"W UPPER I- - ICE BRIDGE 4z�, PROPOSED 1-5./8" GALV. STEEL UNISTRUT WITH 112" GALV. STEEL U-BOLTS AND LOCK WASHERS (TYP.) PROPOSED ENS CAPS (TYP.) (2) PROPOSED 1Y2"O LIGHTWEIGHT FLEXIBLE CONDUITS FOR POWER AND FIBER N/(2) PULL STRINGS PER CONDUIT (1 FIBER, 1 POWER) PROPOSED 1Y4"O F YBRIFLEX CABLES (TYP. OF 1 PER SECTOR, TOTAL OF 3) 6' MAX. 2'-7 Yz"Wx 11 '�%6"Dx 3'-3 %"H NEMA 3R FIBER DISTRIBUTION BOX TWO COURSES OF %" BITUMINOUS PAVEMENT 6 ML YELLOW MAGNETIC WARNING TAPE "HIGH VOLTAGE SAW/CUT TO STRAIGHT EVEN EDGE BEFORE PAVING r 8" GRAVEL BASE 12" COMPACTED BACKFILL COMPACTED PROCESSED GRAVEL, 4" MIN. ON ALL SIDES NOTE: DETAIL AS SHOWN IS FOR SECONDARY ELECTRIC SERVII:E. n BURIED CONDUIT DETAIL N T S PROPOSED 3"0 ICE BRIDGE POST (TYP) 7'-D" PROPOSED 16"0 CONCRETE FOUNDATION (TYP) FINISH GRADE I I I I VARIES PER FROST DEPTH .II, .ale LA 3" -j 8 MIN. DISTRIBUTION BOX H-FRAME DETAIL N T ' 3IIIII„SHENTEL Soma h Wop LC, 500 SHENTEL WAY P 0. BOX 459 EDINBURG. VA 22824-0280 (540) 984-5123 70 T-lQltll n IlTE SEMICES, LLC 2500 HIGHLAND ROAD, SUITE 20 HERMITAGE, PA 16148 www.t-sgrd.com 3 111.09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE PROD. 10019 NO.- CHECKED BY: G.W.Clower, P.E. SI TE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: E-3 rwow n TYPICAL EQUIPMENT GROUNDING DETAIL N.T.S. ELECTRICAI. S7ib1 BOLS ABBREVIATIONS ® GROUND TEST WELL WITH GROUND BAR ® GROUND ROD WITH ACCESS AWG AMERICAN WIRE GAUGE ECTW BARE COPPER TINNED WIRE e XIT GROUND ROD CPS GLOBAL POSITIONING SYSTEM ® GROUND ROD PCs PERSONAL COMMUNICATION SYSTEM E:Y DISCONNECT SWITCH PPC POWER PROTECTION CABINET ® METER ON METER/BREAKER UNIT PRC PRIMARY RADIO CABINET FWY RACEWAY CIRCUIT BREAKER TYP. TYPICAL P.GS RIGID GALVANIZED STEEL GE GENERATOR EMT ELECTRICAL METALLIC TUBING DWG DRAWING p MECHANICAL T PE CONNECTION I:;R INTERIOR GROUND RING (HALO) CADWELD TYPE CONNECTION A.CCA ANTENNA CABLE COVER ASSEMBLY MIGB MASTER ISOLATED GROUND BAR ---- GROUNDING WIRE CIBGE COAX ISOLATED GROUND BAR EXTERNAL -- Ia--- CB INTERLOCKING MECHANISM BTS BASE TRANSMISSION SYSTEM GEN GENERATOR KEYED NOTES: GR GROWTH `1 PROPOSED GROUND RING `_IOW STRANDED INSULATED COPPER WIRE 1a PROPOSED TOWER GROUND RING tb PROPOSED COMPOUND GROUND RING ,0 #2 AWG INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING, INSPECTION WELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER. - 5/8" COPPER CLAD GROUND ROD, MAX SPACING: 10'-0" O.C. #2 AWG COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE/FENCE POST. 6 NEW 3/0 BARE COPPER GROUNDING ELECTRODE CONDUCTOR IN 1" PVC ,07 1/4" X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR. 1/4" X 4" X 20" TINNED COPPER (UPPER) TOWER GROUND BAR. 1/4" X 4" X 20" TINNED COPPER (LOWER) TOWER GROUND BAR MOUNTED ON TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES. 10 #2 AWG COPPER GROUND WIRE TO UPPER TOWER GROUND BAR 11 #2 AWG INSULATED STRANDED COPPER GROUND GATE JUMPER 12 #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) 13 TEST WELL WITH GROUNC BAR (2 TYPICAL) ,14 #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING NOTES: 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 3E 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 DOWNW4RD 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. 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 UTILITQING 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 TELC) SECTIONS OF THE PPC CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RINC: 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. 2 GROUNDING NOTES N.T.S. Am_SHENTEL SnmerWoan Mol LLC 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 2282a-0280 (540) 984-5123 79 ZCup = 2SOC HIGHLAND ROAD, SUITE 20 HERMITAGE, PA 16148 www.t-sgrd.com 3 11.09.17 REDUNE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDUNE REVISION KE 0 9.22.17 PRELIM CDS KE PROJ. 10019 NO.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RO WINCHESTER, VA 22602 SHEET TITLE: 'GROUNDING PLAN AND DETAILS SHEET NUMBER: G-1 TO ANTENNA NOTE l' HYBRIFLEX CABLE DO NOT INSTALL CABLE GROUND KIT AT O A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. WEATHERPROOFING KIT GROUNDING KIT SHALL BE TYPE AN PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER, WEATHER PROOFING SHALL BE TWO—PART TAPE SUPPLIED WITH KIT COLD SHRINK SHALL NOT BE USED. (SEE NOTE 3) D 1 CABLE GROUND KIT 1 I #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE i & 2) TO PRIMARY CABINET CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE N I ANTENNA SUPPORT PIPE ANTENNA \ \ I I CENTER SUPPORT INSIDE SILO \ I 1 1 I I CABLE GROUND KITS I / #6 WIRE FROM GROUND KIT TO #6 WIRE TO GROUND BAR / / / / GROUND BAR (TYP.) HYBRIFLEX CABLE LOWER EGB (MOUNTED TO TOWER) UPPER EGB (MOUNTED TO TOWER) GROUND KIT LOCATED BEFORE HORIZONTAL BEND ICE BRIDGE/CABLE TRAY FIBER DISTRIBUTION BOX EQUIPMENT CABINET I_.I CONDUITS (2) #2 AWG TINNED SOLID I I #2 AWG TINNED SOLID ��' I / COPPER GROUND LEADS I COPPER GROU14D LEADS — -- 10 EXISTING/PROPOSED I TO EXISTING/PROPOSED GROUND RING IN GROUND RING IN LIQUID—TITE LIQUID—TITE EOUIPMENT GROUND RING #2 AWG TINNED SOLID COPPER GROUND J — LEADS TO EXISTING/PROPOSED GROUND TOWER GROUND RING RING IN LIQUID—TITE (TYP.) n TYPICAL GROUNDING RISER DIAGRAM N- TO ANTENNA -- MONOPOLE ANTENNA GROUND BAR (CIGBE) TOP OF MONOPOLE STANDARD GROUND KIT o (TYP) LUG #6 AWG STRANDED Cu GROUND LUG OR WIRE WITH GREEN, 60OV, EXOTHERMIC WELD DISTRIBUTION BOX THAN INSULATION (TYP) ' 1 ANTENNA GROUND BAR (CIGBE) BOTTOM COAX CABLE OF MONOPOLE ' FRONT VIEW (TYP FOR ALL) EXOTHERMIC WELD o INSTALL GIRD TO SHELTER ENTRY #2 AWG Cu SOLID BARE SALE: N.T.S. p_1 PORT VIA TRAY OR TINNED COPPER WIRE ICEBRIDGE MONOPOLE GROUND FEEDS FOUNDATION #2 AWG BCW THROUGH DISTRIBUTION BOX SOLID TINNED #2 AWG BCW SOLID GROUND RING TINNED EXOTHERMIC FRONT VIEW WITH DOOR WELD TO MONOPOLE REMOVED TO SHOW DETAIL BASE PLATE TO BGR #2AWG BTCW CADWELD EXOTHERMIC WELD (TYP.) TO BURIED GROUND NOTE: RING (BGR) 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. aANTENNA CABLE GROUNDING � N. r.S. GRADE z MECHANICAL CONNECTION M VGROUND RING #2 AWG BCTW GROUND ROD COPPERWELD 5/8"Ox10'—O" LONG n GROUND ROD DETAIL NTS #2 TINNED COPPER WIRE GOES INSIDE BOX TO EXISTING DOUBLE TERMINAL BLOCK. UTILIZE SEAL—TITE AND FITTING R _FIBER DISTRIBUTION BOX GROUNDING DETAIL V-lf NT", FLAT WASHER (TYP.) FLAT WASHER (TYP.) %"xl—Ya" HEX BOLT LOCK WASHER (TYP.) GROUND BAR NUT (TYP.) EXPOSED BARE COPPER TO BE KEPT GROUNDING CABLE TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYP.) SECT ON NOTES: 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING CON'POUND TO BE USED AT ALL MECHANICAL CONNECTION LOCATIONS. 3. ALL CONNECTIONS TO GROUND BARS INSTALLED ON ONE SIDE ONLY 4. ALL GROUND LEADS SHALL FLOW IN A 'DOWNHILL" DIRECTION TOWARDS THE MAIN GRCUND SOURCE. n GROUND WIRE TO GROUND BAR _aft_SHENTEL ar<o."oa h WbOt uc 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (5401 984-5123 70 s-sgvARZn SITE SEWICZ8, LLC 2500 HIGHLAND ROAD, SUITE 203 HERMITAGE, PA 16148 www.t-sgrd.com SUBMITTALS 3 111.09.171REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE PROJ. 10019 NO: CHECKED BY G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER. VA 22602 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 EMERALD ARBORVITAE OVERALL DESCRIPTION PLANT TOP OF ROOT BALL 3 INCHES ABOVE FINISHED PYRAMIDAL ARBORVITAE REACHING 10-15 FT, WITH A SPREAD OF 3-4 FT. BRIGHT, LUSTROUS, DEEP GREEN FOLIAGE WITH LITTLE OR NO DISCOLORING IN WINTER. COMPACT, DENSE GROWTH. EXCELLENT SCREEN OR WINDBREAK WHEN SPACED 2 TO 3 FEET APART. VERY POPULAR TREE - VERY EASY TO GROW WITH A MODERATE GROWTH RATE. MATURE SPECIMENS NOTED TO BE COLD HARDY TO AT LEAST -40 F. INTRODUCED IN 1950 IN POULSEN, DENMARK. -Moak SHENTEL 5Mn•n h WN, LLC HITE PVC SECTION E (3X ® 120 WITH STEEL :ES DOUBLE GALV. WIRE - RIDDLE WITH PLIERS TO ALLOW 1" TRUNK MOVEMENT. PLANT FACTS & SPECIFICATIONS MATURE HEIGHT : 10 - 15 FT • MATURE WIDTH : 3 - 4 FT GROWTH RATE : MODERATE ( 6" - 12" AVG PER YR ) HARDINESS ZONES : 4 - 8 SUN EXPOSURE : FULL TO PARTIAL SUN 500 SHENTEL WAY P.O. BOX 459 EDINBURG,VA 22B24-0280 (540) 984-5123 'E THRU FABRIC. PROTECT SOIL 'REFERENCE : AVERAGE TO SLIGHTLY SANDY & ACIDIC - 'NELL DRAINED .AR W/GROMMETS. PLACE FOLIAGE COLOR & TEXTURE : EVERGREEN - SOFT, BRIGHT GREEN, AND ARRANGED IN SOMEWHAT If MIN. VERTICAL FANLIKE SPRAYS. • FLOWER, CONE, OR BERRY FACTS : CONES - VERY SMALL CONES NOTED ON OLDER SPECIMENS ROWN OF ROOTBALL 4" 6 - 7 YRS & UP ). CONES BEGIN AS A GREEN COLOR, AND RIPEN TO A COPPERY BROWN RROUNDING FINISH GRADE. COLOR. T-WAMID SITE • DISEASES / INSECTS : SUBJECT TO BAGWORMS, LEAF MINER, AND SPIDER MITES. ALSO A KNOWN WOOD MULCH, KEEP 6" FROM FAVORITE FOR DEER BROWSING. �r 9ZWlCEs, LLC 2UNK • RECOMMENDED SPACING : 3 FT APART RECOMMENDED FOR MOST TYPICAL PRIVACY SCREEN OR BORDER PLANTINGS. 250C HIGHLAND ROAD, SURE 201 • DEER RESISTANCE RATING : LOWEST RESISTANCE [ 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - HERMITAGE, PA 16148 10 ] HIGHEST RESISTANCE www.t-sgrd.com OF PIT EXCAVATION. > GRADE FERTILIZAI"ION/FEEDING : COPYRIGHT 0 M16 T-SQUARED SITE SERVICES. LLC SUBSOIL �JIL - SEE SPECIFICATIONS &Y PLANTING NOTES. NOTE: REMOVE ALL WIRE, TWINE & PLASTIC FROM ROOTBALL, AFTER PLANT IS SET, PULL BACK AND REMOVE BURLAP FROM TOP 1/2 OF ROOTBALL, SPLIT REMAINING BURLAP. TREES WITH CRUMBLED OR BROKEN ROOTBALLS WILL BE REJECTED. PRUNE DEAD OR DAMAGED LIMBS. COMPLETELY REMOVE WIRE BASKET. PROVIDE 6" HIGH WATER RING IN BUBBLER IRRIGATED AREAS. AREA TO BE MULCHED WITH BARK AND PLANTED WITH A MIXTURE OF LOW GROWING SHRUBS EVERGREEN TREE SCREENING ARBORVITAE - EMERALD ARBORVITAE - 48"-60" TALL ® PLANTING - APPROXIMATELY 9 TREES - GROWTH RATE- MODERATE - MATURE HEIGHT - 10-15 FT - MATURE SPREAD - 3-4 FT EVERGREEN TREE PLANTING NTS NOTES: 1. FINAL DECISION ON TREE STYLE TO BE MADE BY SHENTEL 2. ALL TREES AND SHRUBS SHALL BE PLANTED IN BARK MULCH BEDS ® 8'-0 O.C. 3. ALL LANDSCAPE AREAS LOCATED ALONG THE PERIMETER OF THE FENCE SHALL SLOPE AWAY FROM THE FENCE, 4. THE PREPARATION OF ALL SEEDBEDS SHALL BE IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 5. ALL TREES SHALL BE PROPERLY GUYED AND STAKED, AND THE TREE TRUNKS SHALL BE WRAPPED FROM THE GROUND SURFACE UP TO THE LOWEST BRANCHES. 6. MULCH SHALL BE SHREDDED BARK. GENERAL NOTES 8 SYMBOLS FOR MAXIMUM HEALTH & HARDINESS, WE HIGHLY RECOMMEND POOPEAS FOR USE WITH ALL OF EVERGREEN SPECIES. HOWEVER, EITHER WATER SOLUBLE ( MIRACLE GRO, OR EQUIVALENT ), OR GRANULAR FERTILIZERS ( HOLLY TONE IS EXCELLENT ) ARE ALSO GOOD OPTIONS. MOST ANY GRANULAR FERTILIZERS WITH A 6 - 12 - 12, OR 10 - 10 - 10 RATIO ARE ALSO ACCEPTABLE. BEST TO FERTILIZE IN EARLY SPRING, AND AGAIN IN MID FALL - AVOID FEEDING STANDARD CHEMICAL FERTILIZERS DURING HOT SUMMER MONTHS, AND DIRECTLY AFTER TRANSPLANTING. POOPEAS MAY BE USED AT ANYTIME. EMERALD ARBORVITAE OVERALL DESCRIPTIONS MAINTENANCE OF LANDSCAPING • ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY SHENTEL. • REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES AND PEDESTRIANS. • DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. REPLACEMENT SHRUB SIZE CONSISTENT WITH THAT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. • REPLACEMENT TREES AT 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION, UP TO 5" CALIPER. LANDSCAPE MAINTENANCE N;, SUBMIT TALS 3 11.09.17 REDLINE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE N 0.: 10019 CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER,VA 22602 SHEET TITLE: GENERAL LANDSCAPING SHEET NUMBER: LI FROM ANTENNA JUMPER REQUIRED ONLY WHEN 1 1/4"0 AND LARGER (TYP.) CABLEWAVE CONNECTOR WEATHERPROOFING KIT (TYP.) NOTE: RX DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. WEATHERPROOFING K T, CABLEWAVE (TYP.) STANDARD CABLEWAVE GROUND KIT (TYP.) (SEE NOTE) ANTENNA CABLE TO CABLE TRAY (TYP.) #6 AWG HARGER BUSS BAR MOUNTED NEAR/BELOW ANTENNA GROUNDING DETAIL ��j NT',, 5 3/4" 7/i6" 0 ° 2' 0 ° ° 0 0 0 0 0 0 0 0 _yy 0 0"v 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 1" H.H.C.S.BOLTS. 4 INSULATOR GROUND BAR DETAIL (AS REQUIRED) N T.� 8" DIA. x 24" DEEP INSPECTION WELL P.V.C. SOIL PIPE WITH CAP OR EQUIVALENT x a EXISTING GRADE— -+ J� CADWELD (TYP.) 5/8" DIA. x 10' LONG COPPER CLAD GROUND ROD CADWELD #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 z GROUND TEST WELL DETAIL N T'; 4 a " 7/16" 3/4 2 ° o ° °° o 0 0 1 0 1 LEGEND 1- COPPER GROUND BAR, Y4"X 4"X 20". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2- 5/8" LOCKWASHERS. 3- WALL MOUNTING BRACKET. 4- 5/8-11 X 1" H.H.C.S.BOLTS. UNINSULATED GROUND BAR DETAIL (AS REQUIRED) N.T. S. ANDREW GROUNDING BAR #UGBKIT2 OR EQUAL ANTENNA MOUNT GR HYBRIFLEX CABLE GROUNDING KITS ELD _OWER EGB ROUND RING OF 2) 3 EQUIPMENT GROUND BAR N " SPARES TO M GROUNDINGKITS 1 M CADWELD TO GROUND RING CADWELD TO GROUND RING SITE PRO UGB KIT OR EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN n MASTER GROUND BAR (MGB) N.T S. SHENTEL —4" 0.h uC 500 SHENTEL WAY P.O. BOX 459 EDINBUPG, VA 228246280 (540) 9B4-5123 inz 2500 HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 www.t-sgrd.com 0 3 11.09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION IKE1 9,22.17 REDLINE REVISION 0 9.22.17 PRELIM CDS KE PROD, 10019 NO.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-3 FREE PITS SHALL BE AT .EAST 2 FEET GREATER N DIAMETER THAN BALL 31ZE, AND AT LEAST 2 /2 FEET BELOW FINISH ,RADES. NOTE: AFTER REMOVAL OF BURLAP, TREE SHALL BE PLANTED IN TOPSOIL. TREE SHALL BE GUYED AND PRUNED. THE SOIL IS GRADED IN THE FORM OF A DISH TO CONSERVE WATER. TRANSPLANTING TREE DETAIL NT S. Mlt)t1/RI Rail 0f1100, A INt':a bu., raR1 40,44 pill 1`00 �,.6r,L11,a TURNBUCKLE TWISTED WI BRACING LARGE TREES DETAIL (FOR TRUNKS 3. III I v ` d ,:I,.Rarf�f AN, t "•^* ' !Iki MA1A1 M INIMMtb +Iti a PylriRw ".01 0lowtift 'E kom MI+ RUt 44010 N/) '"'mi. ail!(' 406 t01%** MN 40, 1A1YIWA M'fEt AIMNMI 4 aafMMR till l{tW fa111 #I n". 'Y „-wHi A NOW *kA"N No 00111110,411, .i' h r � 11fM�ui All nt 11p , �XY llii f txw- 4 A* J*W 61" ' i ..� ` AN .. Al f Ru 4'I' f•' "go iA(IIRI allow 4000 s" OMI WN 4AtK 1i N1N wa "'RN "tLlli"''MY�iIR'+M(1" `•11" laaw"7!w►LLfat `tiNal� In - =RZAR PwMAaMti MIMNwsaiNat a _ 6�-4k1ftIR��tMyy �• n��I/� YtMRM �1Li�a w� AAlif � +M 4rnl KA aTIRRIi- abllls iXia aROAM NI III RW 1 f' ^* a4 a.00 4a11� t11aYl IRON a'aMlt 1 W N w,M MITI it o 1 A, rllf %m#w M ��yL A.FM �aWWiMI Mw . n.,R w4L iN14 r�1+IR +u WANT I*%W%. Y 1L . PRNENNLp M+�IR41,04, M�4faRhwrWRlWf O�MBE fMR r�sIIO;T �•+ wi adiA giM�I�� �•i f a! uw �ilei'i�lAllf �apR�� pRtal�E�iwLOGpO� ��u11�,� �f`)' �"`�ill.; i , iL!.. ► f10 .ff� M'LOR i'11d11� fll'roIfBR:80O [ 1 i t01jf of oxi M 11N11 At MARK tliP(N A0 10 .` �. ia/�N I�t allMry,M1F U1yGItAfIIs o*m iiigAI1L" aR�fEN'� D�RIi" Q!i`AOCT>V Alfa f0 tl*"* AImo% AN NB► TO 0 Ott M A OOM N so WC MNa�M MM PACN 001 FA t9 CWOM A 10111a II' CLEAN t!RT,IaTiRIiO MM MI-10 On" 1/1 0`40 MM IV VCUM, ""y AlA,lA1L0 W#Wt ItANIWO 0041. NE PWtCTED POP PUOL)C W t,MAW ommy or / IU 'w1hot AOGNAND 1/3 PART HUMUS HUMUS By MUME SIMOROVONLYmuwx ERMWb I%" 1gQ OA410ILift IN 111TI WKFAlINO SK41 Of IN SIX WCH aAt MAN LNT KINO WATER SETTLEO WITHOUT PUDDLING BEFORE 0001) TO THE NfXI PLO", 1. ARETO BE NURSERY GROWN UNDER CLIMATIC CONDITIONS TO (HOSE OF THE PROJECT LOCATION, FREE OF DISEASE, Cl COOS, PESTS AND LARVAE. AM TO BE FRESHLY DUG WITH A FIRM NATURAL BALL. LARGE 9~04 10 INCLUDE ALL FIBROUS AND FEEDING ROOTS. ESI#A TO BE CLOSELY MATCHED IN SIZE. SPREAD AND BRANCH 4, AND OUALAPPED PLANTS DELIVERED 114AT CANNOT BE PLANTED Er1,Y NU TO M PROTECTED WITH SOLI., STRAW OR OTHER �[ MEANS FROM EXCESSIVE DRYING. l: UTLREO SHALL BE OF A TYPE THAT ARE SLOW GROWING, �'pSTANT, REQUIRE LOW WATER CONSUMPTIOV AND COMMONLY MI 1`N[ AREA OF THE PROJECT. MARL* RE NY GROWN, FREE OF WEEDS, STONES, ROOTS, AND IIMMSI "BILL MATIURSERIE i 410 I1fMll BIT PURE, WHOLE, FREE FROM DISEASE AND MIXED TO NITIVIIIINDIN THAT WALL INSURE FULL COVERAGE FOR THE GRASS TYPE ufutlo AGIAI►/LIrLft MiU I h 10 0t LAID SMOOTHLY, EDGE TO EDGE AND WITH STAGGERED PREAY IIRMLY INTO CONTACT WITH SOD BED BY TAMPING ,� �iQ0 11t.1 OPEN JOINTS WITH ORGANIC HUMUS O, aR IR1f1�,E MAIERCD AS SOON AS EXCESSIVE DRYINS IS EVIDENT. AR[AS MC 10 BE WATERED UNTIL GRASS IS ESTABLISHED. ARE t0 BE RE -SODDED. S. 1"S GREATER THAN 2-1 SOD SHALL BE STAKED IN PLACE UNTIL [M IS ESTABLISHED. I" I IN IIPORTK)NS APPROPRIATE FOR THE SEASON AND CLK CO* MOPIS SO AS 70 PRODUCE A LAWN WITH FULL MARAGC AILpI 011100110, LIONIIY RAKE, ROLL AND THOROUGHLY WATER AREA. Y ��Q�QQ�0{{ IAYIR or STRAW MULCH STRAW MUST BE KEPT WET vffmR[DMO 1R ESTABLISHED •. PrAeLE RICLUOING FERTILIZATION AND LIME APPLICATIONS �IM QNMO Al5 T ME TO BE RETAINED AND TREATED FOR THE OQ/I TWITC TO jjbRR SEEH, STONES, AND REFUSE. AERATE SOIL ro WD INTO TOP SOIL. INFILL SEED AT HALF NEXT AREAS. mn Am Hvin I hANT MS ARF IO of STAKED PRIOR TO EXCAVATION r PL f Ml% ANI. 10 Lit BACKFILIED WITH A SOIL MIXTURE OF 2/3 1 0 SOA. 1/3 PEAT MOSS (BY VOLUME) WITH TOR Cr.ACTREE AND 6 oz. FERTILIZER FOR EACH R IS TO BE EXECUTED IN 6 LAYERS, EACH W11 AND THOROUGHLY WATERED. A. �IQ An PAILAPPEO PLANTS ARE TO HAVE THE TOP 1/3 OF pai�[0/I/�1 BACK FROM THE TOP OF THE BALL AFTER PLANT IS ♦, ORI[NIA1[ VIANCH STRUCTURE TOWARD PUBLIC (STREET AND PARKING ANEA) WIN TOR 1ULLEST APPEARANCE AND SYMMETRICAL FORM. A MOSiANONG rRLCS AND SHRUBS ARE TO HAVE A 4* HIGH EARTH EN, 4*-0* IN fXAMEIER, FORMED AROUND THE PIT AND FILLED MULCH 6 ALL 1114[5 2' IN CALIPER OR LARGER ARE TO BE PROPERLY GUYED rS/AR[A TRUNKS ARE TO BE WRAPPED FROM THE GROUND UP iNC FOIST LOWf:R BRANCHES. T 04 AL.I DEAD WOOD. SUCKERS. BROKEN OR BADLY DAMAGED IKSAPPROXIMATELY , aMt"t APPROXATELY 1/3 OF LAST SEASON'S GROWTH TtII O*4 OR SHORTENING BRANCHES. 0, M{MM SHIA REODED BARK: PINE, HARDWOOD OR OTHER �Q�T AM 0 BY THE ENGINEER. 0. jWS TINT NEED TO OE LIMBED UP' SHALL BE OF SJFFICIENT Slif A'I) IYN 01 AS TO NOT HAVE GROWTH STRUCTURE AFFECTED. AI A11 CIII , "VrR 3/4* IN DIAMETER WITH TREE PAINT. PAINT MU•;I Ill WAIL ImNOOF, FRLE OF KEROSENE, NEOSA.TE OR OTHER HAKLR I IL MAII RIAL', uNlumly 1, CONTRACTOR SKALL MAINTAIN UNTIL SUBSTANTIAL COMPLETION IS ISSUED ALL LANOSCAPING (GRASSES, TREES, SHRUBS, ETC.) INCLUDING WAICRINO, W[[DINO, SPRAYING, PRUNING, CLEANING UP AND OTHER NORMAL CASE AS IS APPROPRIATE. CONTRACTOR SHALL WARRANTY ALL WORK INCLUDING IRRIGATION SYSTEM, CRASS AREAS AND ALI. PLANT MAIERIAL5 IN WRITING FOR ONE FULL GROWING SEASON OR ONE FOIL CALENDAR YEAR WHICH EVER IS LONGER THE WARRANTY PERIOD WILL COMMENCE ON THE DATE OF SUBSTANTIAL COMPLETION OF THE INSTALLATION OF THE LANDSCAPE AND IRRIGATION SYSTEM CONTRACTOR SHALL NO EXPENSE TO THE OWNER REPLACE WITH LIKE MATERIAL ANY DAMAGED. DISEASED OR DEAD PLANT OR GRASS AREAS WHICH OCCURS WITHIN THE WARRANTY PERIOD. ALL REPLACEMENT MATERIAL SHALL BE WARRANTED FOR THE SAME ORIGINAL REQUIREMENTS BEGINNING WITH THE DATE OF 11S INSTALLATION. LANDSCAPING NOTES ,,,,SHENTEL SI»runEoaH Mob". LLC 5DO SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22924-0280 (540) 994-5123 70 s-sgvARZn $ffZ SZWICZS, LLC 2500 HIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 www,t-sgrd.com I COP RnHT C 2016 T-SQUARED SITE SERVICES. LLC I 3 11.09.171REDLINE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM COS KE PROJ. 10019 NO.: CHECKED BY: G.W.Clower, P.E. SI TE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: GENERAL LANDSCAPING SHEET NUMBER: L-2 COUNTY of FR.EDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 March 15, 2018 Shenandoah Mobile, LLC P.O. Box 459 Edinburg, VA 22824 Re: CUP #09-17 Property Identification Number 52-A-254 Dear Sir: This letter is to confirin action taken by the Frederick County Board of Supervisors at their meeting on March 14, 2018. Conditional Use Permit #09-17 was approved to construct a 138-foot monopole Type Commercial Telecommunication Facility. Further conditions associated with the approval of the Conditional Use Permit include the following: L All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating personal wireless 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 within twelve (12) months of abandonment of operation. 5. In the event a telecommunications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, the CUP will be deemed invalid. 6. Any expansion or modification of this use will require a new Conditional Use Permit. The Board of Supervisors found the waiver to the required setback acceptable, a motion to recommend approval of the setback reduction of 69' to allow the tower to be 134' from the identified property. 107 North Kent Street, Suite 202 • Winchester,.Virginia 22601-5000 If you have any questions regarding this action, please feel free to call this office. Sincerely, Mark R. Cheran Zoning Administrator MRC/pd cc: Gary A. Lofton, Back Creek Board of Supervisor J. Rhodes Marston and Greg L. Unger, Back Creek Planning Commissioners Lynn Koerner 3126 South Ox Road, Edinburg, VA 22824 Gregory Bishop 108 Stonewall Drive, Winchester, VA 22602 Jane Anderson Commissioner of Revenue Inspection Department ORDINANCE Action: PLANNING COMMISSION: February 21, 2018 Public Hearing Held Recommended Approval BOARD OF SUPERVISORS: March 14, 2018 APPROVED ORDINANCE CONDITIONAL USE PERMIT #09-17 GREGORY A. BISHOP — 219 Round Hill Road SHENANDOAH MOBILE, LLC WHEREAS, Conditional Use Permit #09-17 to enable construction of a 138-foot Monopole -Type Commercial Telecommunications Facility, submitted by Shenandoah Mobile, LLC, was considered. The Property is located at 219 Round Hill Road, Winchester, Virginia and is further identified with Property Identification Number 52-A-254, in the Back Creek Magisterial District; and WHEREAS, the Frederick County Planning Commission held a public hearing on the Conditional Use Permit on February 21, 2018, and recommended approval of the Conditional Use Permit; and, WHEREAS, the Frederick County Board of Supervisors held a public hearing on this Conditional Use Permit during their regular meeting on March 14, 2018; and, WHEREAS, the Frederick County Board of Supervisors finds the approval of this Conditional Use Permit to be in the best interest of the public health, safety, welfare, and in conformance with the Comprehensive Policy Plan; NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors that Chapter 165 of the Frederick County Code, Zoning, is amended to revise the zoning map to reflect that Conditional Use Permit Application #09-17 to enable construction of a 138-foot Monopole -Type Commercial Telecommunications Facility on the parcel identified by Property Identification Number 52-A-254 with the following conditions: PDRes #07-18 1 0 9 1. All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating personal wireless 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 within twelve (12) months of abandonment of operation. 5. In the event a telecommunications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, the CUP will be deemed invalid. 6. Any expansion or modification of this use will require a new Conditional Use Permit. In addition, should the Board of Supervisors find the waiver to the required setback is acceptable, a motion to recommend approval of the setback reduction of 69' to allow the tower to be 134' from the identified property would be appropriate. Passed this 14th day of March 2018 by the following recorded vote: Charles S. DeHaven, Jr., Chairman _Aye Gary A. Lofton Aye J. Douglas McCarthy Aye Judith McCann -Slaughter _Aye Shannon G. Trout Aye Blaine P. Dunn Aye Robert W. Wells _Aye A COPY ATTEST Ibis C. ier Frederick County Administrator PDRes #07-18 RG& Res. 070-18 2 L-1 4�0� Coo CONDITIONAL USE PERMIT #09-17 GREGORY A. BISHOP- 219 Round Hill Road w Shenandoah Mobile LLC w % Staff Report for the Board of Supervisors Prepared: March 2, 2018 Staff Contact: Mark Cheran, 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 matter. Reviewed Planning Commission: 02/21/18 Board of Supervisors: 03/14/18 Action Public Hearing Held; Recommended Approval Pending EXECUTIVE SUMMARY& PLANNING COMMISSION RECOMMENDATION: This is a request for a Conditional Use Permit to enable the construction of a 138-foot Monopole -Type Commercial Telecommunications Facility. Should the Board of Supervisors find the use to be appropriate, the Planning Commission recommended the following conditions: All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating personal wireless 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 within twelve (12) months of abandonment of operation. In the event a telecommunications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, the CUP will be deemed invalid. 6. Any expansion or modification of this use will require a new Conditional Use Permit. In addition, the Planning Commission found the waiver to the required setback is acceptable; an recommended a motion of a setback reduction of 69' to allow the tower to be 134' from the identified property would be appropriate. Following this public hearing, a decision regarding this Conditional Use Permit application by the Board of Supervisors would be appropriate. The Applicant should be prepared to Page 2 CUP #09-17, Gregory A. Bishop -Shenandoah Mobile March 2, 2018 adequately address all concerns raised by the Board of Supervisors. LOCATION: This property is located at 219 Round Hill Road, Winchester, Virginia. MAGISTERIAL DISTRICT: Back Creek PROPERTY ID NUMBER: 52-A-254 PROPERTY ZONING & PRESENT USE: Zoned: RA (Rural Areas) Land Use: Auto Salvage Yard ADJOINING PROPERTY ZONING & PRESENT USE: North: RA (Rural Areas) South: RA (Rural Areas) East: RA (Rural Areas) West: B3 (Industrial Transition) Use: Residential Use: Utility Sub -station Use: Golf Course Use: VDOT Maintenance Facility PROPOSED USE: This is a request for a Conditional Use Permit to enable the construction of A 138-foot Monopole -Type Commercial Telecommunications Facility. REVIEW EVALUATIONS: Virginia Department of Transportation: The application for a conditional use permit for this property appears to have little measurable impact on Route 803, the VDOT facility which would provide access to the property. Existing entrance is adequate for the proposed use. However, should use ever expand in the future, the entrance may have to be upgraded to VDOT commercial standards. Frederick County Inspections: Structure shall comply with The Virginia Uniform Statewide Building Code and Section 312, Use Group U (Utility and Miscellaneous) of The International Building Code 2012. Per the Section 102.3 of The Virginia Uniform Statewide Building Code, 2012 Edition, Section 102.3 VUSBC exempts equipment, related wiring, and poles and towers supporting the related wiring installed by a provider of publicly regulated utility service. The exemption shall apply only if under applicable federal and state law the ownership and control of the equipment and wiring is by the service provider or its affiliates. Such exempt equipment and wiring shall be 0 0 Page 3 CUP #09-17, Gregory A. Bishop -Shenandoah Mobile March 2, 2018 located on either public right-of-way or private property for which the service provider has the rights of occupancy and entry; however, the structures, including their service equipment, housing, or supporting such exempt equipment and wiring shall be subject to the USBC. The installation of equipment and wiring exempted by this section shall not create an unsafe condition prohibited by the USBC. Construction of the Pre -Engineered Modular shelter requires a building permit. Plans submitted shall be sealed by a Virginia Registered Design Professional. An electrical permit is required for the generator and any additional electric or alteration thereof. Please note the requirements in Chapter 17 of the IBC for special inspections for this type of structure. (soil, concrete, bolts, etc.) Winchester -Frederick County Health Department: The Frederick County Health Department has reviewed the request for comments for a Conditional Use Permit to construct a Telecommunications tower and related ground support equipment in a fenced compound, to be located at 219 Round Hill Road, Winchester, VA 22602; Tax Map# 52-A-254. Based upon information provided to this Health Department by the Applicant, Shenandoah Mobile, LLC, the proposed construction does not appear to encroach on any existing sewage disposal systems or existing private water supplies. Therefore, this Health Department has no objections to the issuance of the Conditional Use Permit. Applicant is advised to pay particular attention to Item #18 of the General Notes of the Engineered Plans, which indicate that the portable toilets required for the duration of the project are to be removed within five (5) business days of completion of construction. Frederick County Sanitation Authority: Since the proposed tower will not utilize our water and sewer services, Frederick Water has no comments. Frederick County Fire Marshall: A site plan will be required. Based on the plan that was included with CUP there will be somethings to keep in mind. The fire department turnaround will need to be changed to meet Appendix D of the Frederick County Fire Prevention Code. Also, the entire fire department access road shall be 20' wide and rated for the fire apparatus to drive on it as per the Frederick County Fire Prevention Code. City of Winchester: No comments. Winchester Regional Airport: Please see attached letter from Serena Manuel, Executive Director dated December 7, 2017. Historic Resources Advisory Board: Please see attached letter from Candice E. Perkins, AICP, Assistant Director/Staff to HRAB, dated January 22, 2018. Page 4 CUP #09-17, Gregory A. Bishop -Shenandoah Mobile March 2, 2018 Planning and Zoning: The 2035 Comprehensive Policy Plan of Frederick County ("Comprehensive Plan") provides guidance when considering any land use action. This proposed 138-foot monopole -type commercial telecommunication facility is located on a 7+/- acre property that is zoned RA (Rural Areas) Zoning District. The property is located outside Urban Development Area (UDA) and Sewer Water Service Area (SWSA) as identified within the Comprehensive Plan and is located within the Round Hill Area Plan. This plan identifies this area to be residential and commercial in character. The Frederick County Zoning Ordinance allows for commercial telecommunication facilities in the RA (Rural Areas) Zoning District with an approved Conditional Use Permit (CUP) (Section 165-204-.19). The properties immediately adjacent to this proposed CUP are currently zoned RA (Rural Areas) Zoning District. The zoning ordinance requires that all proposed telecommunication facilities be subject to additional performance standards in order to promote orderly economic development and mitigate the negative impacts to adjoining properties, residential properties, land use patterns, scenic areas and properties of significant historic value. Furthermore, the Frederick County Zoning Ordinance requires an Applicant to provide confirmation that an attempt was made to collocate on an existing telecommunication facility, and possible collocation structures. The Applicant has provided an inventory of existing telecommunication facilities, and no other telecommunication facility or possible collocation opportunity structures exist in this area. Should this facility be approved this commercial telecommunication facility will be positioned to provide the existing and future land uses in this area of the County with telecommunication needs. Waiver: The Applicant is requesting a waiver to reduce the required setback as set forth in Section 165-204.19 of the zoning ordinance. This wavier of the setback requirement is from the eastern and western property lines. This proposed telecommunication tower will be 134' from the eastern and western property lines. The required setback from the property line is 100 ft. and the tower is 138 ft. in height and the RA Zoning District height maximum is 35', (138'- 35' _ 103'). The normal setback 100'in RA Zoning District when the adjoining parcel over 6 acres or more. The normal setback of 100' plus is one foot for every foot over the maximum height of the district (35'). The site plan notes this tower is placed 134' from the property line and the setbacks cannot be met. The resulting computation is (203-134'= 69') resulting in a waiver request of 69'. The property adjacent to the setback waiver request is a utility sub -station. The Applicant has provided documentation from a certified Virginia engineer with 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. Should this waiver be granted, the result will be a 69' setback reduction. (203'-134'=69'). 0 Page 5 CUP #09-17, Gregory A. Bishop -Shenandoah Mobile March 2, 2018 STAFF CONCLUSIONS FOR THE 02/21/18 PLANNING COMMISSION MEETING: Should the Planning Commission find this use appropriate, Staff would suggest the following conditions be placed on the CUP: 1. All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating personal wireless 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 within twelve (12) months of abandonment of operation. 5. In the event a telecommunications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, the CUP will be deemed invalid. 6. Any expansion or modification of this use will require a new Conditional Use Permit In addition, should the Planning Commission find the waiver to the required setback is acceptable; a motion to recommend approval of setback reduction of 69' to allow the tower to be 134' from the identified property would be appropriate. PLANNING COMMISSION SUMMARY AND ACTION OF THE 02/21/18 MEETING: Staff reported this application is submitted to construct a wireless commercial telecommunication monopole tower with supporting equipment in a fenced compound. Staff continued, the property is currently zoned RA (Rural Areas) Zoning District and the current land use is Automobile Salvage Yard. The proposed use is for a 138' Commercial Telecommunication Tower which is to be located on a 7+/- acre property. Staff noted, the Zoning Ordinance allows for commercial telecommunication facilities in the RA (Rural Areas) Zoning District with an approved Conditional Use Permit. Staff reported the Applicant is requesting a waiver to reduce the required setbacks for the eastern and western property lines. This proposed tower is to be 134' from the eastern and western property lines. The required setback from the property line is 100'. The tower is 138' in height and the RA Zoning District height maximum is 35', (138' — 35' = 103'). Staff explained the • �r Page 6 CUP #09-17, Gregory A. Bishop -Shenandoah Mobile March 2, 2018 normal setback of 100' in the RA District when the adjoining parcel is over 6 acres or more; the normal setback of 100', plus one foot for every foot over the maximum height of the district (35'); the site plan notes this tower is placed 134' from the property line and the setbacks cannot be met, thus resulting in a computation of (203' —134' = 69') resulting in a waiver request of the 69'. Mr. Cheran noted the property adjacent to the setback waiver request is a utility substation. Staff presented the following conditions recommended: All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating personal wireless 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 within twelve (12) months of abandonment of operation. In the event a telecommunications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, the CUP will be deemed invalid. 6. Any expansion or modification of this use will require a new Conditional Use Permit. In addition, the Planning Commission found the waiver to the required setback is acceptable; recommended setback reduction of 69' to allow the tower to be 134' from the identified property. Mr. Lynn Koerner, representing Shentel came forward and provided a brief overview of the proposal and the history of this property. Mr. Dan Turnbull of Diamond Communications came forward and noted he has been working on an adjacent site with AT&T that is about 100 yards from this proposed tower; and agreement has been met with First Energy. A motion was made, seconded, and unanimously passed to recommend approval of CUP #09-17. (Note: Commissioner Mohn was absent from the meeting) EXECUTIVE SUMMARY & PLANNING COMMISSION RECOMMENDATION FOR THE 03/14/18 BOARD OF SUPERVISORS MEETING Page 7 CUP #09-17, Gregory A. Bishop -Shenandoah Mobile March 2, 2018 This is a request for a Conditional Use Permit to enable the construction of a 138-foot Monopole -Type Commercial Telecommunications Facility. Should the Board of Supervisors find the use to be appropriate, the Planning Commission recommended the following conditions: 1. All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating personal wireless 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 within twelve (12) months of abandonment of operation. 5. In the event a telecommunications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, the CUP will be deemed invalid. 6. Any expansion or modification of this use will require a new Conditional Use Permit. In addition, should the Board of Supervisors find the waiver to the required setback is acceptable; a motion to recommend approval of setback reduction of 69' to allow the tower to be 134' from the identified property would be appropriate. Following this public hearing, a decision regarding this Conditional Use Permit application by the Board of Supervisors would be appropriate. The Applicant should be prepared to adequately address all concerns raised by the Board of Supervisors. rrxt>♦ CROC WELLS 180 CROCK W,. a CROCK WELLS MILL MILL MILL CROCK 190 WELLS MILL CROCK C .1 ,., WELLS MILL � WEI 12161 WALL+DR NORTHWESTERN PIKE unoruwcetcou 'HILL�r,,.t►�►���!rE'. M� R 2147 100 NORTH WESTERN ROUND HILL RD ,aos - _ I T_ ( r t `�• .,al a ,. . � e t F INV se'_ Q� r �. : i _ x r. 'c- • .. f 1 r�TES Q. 's i OCell Tower S Applications Parcels Building Footprints 81 (Neighborhood Business District) B2 (General Business District) B3 (Industrial Transition District) EM (Extractive Manufacturing District) i HE (Higher Education District) M1 (Light Industrial District) M2 (Industrial General District) MH1 (Mobile Home Community District) 1 MS (Medical Support District) OM (Office - Manufacturing Park) R4 (Residential Planned Community District) R5 (Residential Recreational Community District) RA (Rural Areas District) RP (Residential Performance District) 5C Hal :W,,-. ester CUP # 09 - 17 Note: Frederick County Dept of Gregory A. Bishop Planning & Development (Shenandoah Mobile LLC) 107 N Kent St Suite 202 PIN: Winchester, VA 22601 52 -A - 254 540 - 665 - 5651 Telecommunication Tower Map Created: December 13, 2017 Zoning Map Staff: mcheran 0 175 350 700 Feet 0 • Lynn Koerner — 540-335-0030 Site Acquisition and Project Development Contractor for Shentel November 21, 2017 Zoning and Subdivision Administrator 107 North Kent Suite 202 Winchester, VA 22601 Re: Shenandoah Mobile LLC — Shentel) — Site 15149 — Amherst — Conditional Use • Permit Dear Sir: Shenandoah Mobile LLC (Shentel) is seeking a Conditional Use Permit under the Frederick County Zoning Ordinance for an unmanned wireless telecommunications facility. The facility will consist of a new 140' tall monopole structure with 4' lightning rod, with a 50' x 50'equipment compound within a 60' x 60' lease area. Shentel proposes to place their antenna and remote radios at a RAD center of 135. Pursuant to the Zoning Ordinance, Shentel has designed the facility to accommodate a minimum of three (3) additional carriers. The northern side of the compound area will be surrounded by a 6' 'tall board fence with additional vegetative landscaping planting. The remainder of the compound to be secured with a chainlink fence. Access to the facility will be from a 20' access drive from 219 Round Hill Road and then to the left of the building. The access drive is an existing access that will require a minimal amount of dressing up to be an adequate access route for this facility. The telecommunications facility will have no impact on the air quality, water quality, radiation exposure, light pollution, noise pollution, or traffic congestion. The site will be routinely maintained with a minimum of one monthly visit. The facility will have limited access and parking for a standard size vehicle and will provide adequate turn around area for fire apparatus. • The Property consists of approximately 7 acres and is zoned RA, Rural Area. Adjoining properties are also zoned RA, Rural Area. 0 • Zoning and Subdivision Administrator November 21, 2017 Page 2: The Property is owned by Mr. Gregory A. Bishop, 108 Stonewall Drive and is currently used as an office for Advantage Property Management and parking of their equipment. The parcel also has a rental trailer owned by Mr. Bishop The monopole and associated compound will be sited on the northeast side portion of the Property Requirements: This Facility will be part of Shentel's telecommunications network as illustrated on the engineering plans and propagation maps included with this application. Shentel currently operates a site that is collocated on a transmission pole in the VDOT right-of- way on the south bound off ramp of Highway 37. The transmission pole and current requirements for mounting antennas does not afford us the opportunity to upgrade this site to provide the necessary services to match the surrounding network. The proposed new monopole tower will allow Shentel to add the 800 MHz spectrum and the 2500 MHz spectrum which will enhance 4G-LTE data service to residences in the surrounding area. This proposed tower will enhance the coverage at the hospital and surrounding complexes. Currently due to the high demand of high-speed data, the existing surrounding cell sites do not support the capacity needs for the area. Zoning: i In accordance with the requirements of Section 165-204.19 (1)-(5), Shentel submits the following information. 1. Propagation maps depicting the need for improved service in the target area 2. The search area map 3. Shentel confirms that a complete search of the area was conducted and that no existing infrastructure is available on which to co -locate. Upon making the determination that no other structures were available in this area, Shentel then sought a rawland site to develop this proposal. 4. Radio Frequency Engineer's letter documenting compliance with Federal Communications Commission ANSIIEEE Standards. 5. The Site Agreement signed by both Shentel and Mr. Bishop addresses the information that both parties are aware of the requirements as stated in paragraph 165-204.19B(7) regarding tower removal. Section 165-204.19 of the Zoning Ordinance provides the performance standards for telecommunication uses. The proposed facility complies with the performance standards as follows: The Board of Supervisors may reduce the required setback distance for commercial telecommunications facilities as required by 165-201.03B(8) of this chapter if it can be demonstrated that the location is of equal or lesser impact. When a reduced setback is requested for a distance less than the height of the tower, a certified Virginia engineer 0 0 0 Zoning and Subdivision Administrator November 21, 2017 . Page 3: shall provide verification to the Planning Commission that the tower is designed, and will be constructed, in a manner that if the tower collapses 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. In no case shall the setback distance be reduced to less than % the distance of the tower height. Commercial telecommunications facilities affixed to existing structures shall be exempt from setback requirements, provided that they are located no closer to the adjoining property line from the existing structure. Response: Shentel is seeking a waiver of the setback requirement from the eastern and western property line. The monopole setback will be 134' from the eastern and western boundary line of the parcel (tower is 138' in height and the RA Zoning District height maximum is 35', (138'-35'=103') The normal setback is (100') in the RA Zoning District when the adjoining parcel is 6 acres or more. The normal setback of 100' plus one foot for every foot over the maximum height (35') 100' + 103' = 203'. The site plan indicates that the tower is placed 134' from the property line and the setbacks cannot be met. The resulting computation is (203'-134' = 69') resulting in a waiver request of 69'. The setback is less than the height of the proposed structure and verification from a certified engineer from Valmont Structures is provided with the application concerning this matter. M (2) Monopole -type construction shall be required for new commercial telecommunications towers. The Board of Supervisors may allow lattice -type construction for new telecommunications tower when existing or planned residential areas will not be impacted and when the site is not adjacent to identified historical resources. Response: The proposed tower will be a monopole type construction. (3) Advertising shall be prohibited on commercial telecommunications facilities except for signage providing ownership identification and emergency information. No more than two signs shall be permitted. Such signs shall be limited to 1.5 square feet in area and shall be posted no higher than 10 feet above grade. Response: There will be no signs or advertising on the facility other than permitted by this paragraph. (4) When lighting is required on commercial telecommunications facility towers, dual lighting shall be utilized which provides daytime white strobe lighting and nighttime red pulsating lighting unless otherwise mandated by the Federal Aviation Administration or the Federal Communications Commission. Strobe lighting shall be shielded from ground 0 0 Zoning and Subdivision Administrator November 21, 2017 • Page 4: view to mitigate illumination to neighboring properties. Equipment building and other accessory structures operated in conjunction with commercial telecommunications facility towers shall utilize infrared lighting and motion detector lighting to prevent continuous illumination. Response: The tower will not be lighted unless required by the FAA or as provided as a condition of approval by the Board of Supervisors. If lighting of the tower is required that lighting will be in accordance with the FAA circular and this paragraph. All other associated lighting will comply with the requirements of this paragraph. (5) Commercial telecommunications facilities shall be constructed with materials of a galvanized finish or painted a non -contrasting blue or gray unless otherwise mandated by the Federal Aviation Administration or the Federal Communications Commission. Response: The tower will be of a galvanized, gray finish (6) Commercial telecommunications facilities shall be adequately enclosed to prevent access by persons other than employees of the service provide. Appropriate landscaping and opaque screening shall be provided to ensure that equipment buildings and other accessory structures are not visible from adjoining properties, road or other rights -of -way. A Response: All associated equipment at the base of the monopole structure will be within a 50' x 50' compound area surrounded by a 6' tall wood fence with a tree planting proposed around the northern side of the compound. The remainder of the fence will be chain link fence. (7) Any antenna or tower that is not operated for a continuous period of 12 months shall be considered abandoned, and the owner of such tower shall remove same within 90 days of receipt of notice from the Frederick County Department of Planning and Development. Removal includes the removal of the tower, all tower and fence footers, underground cables and support buildings. If there are two or more users of a single tower, then this provision shall not become effective until all users cease using the tower. If the tower is not removed within the ninety -day period, the County will remove the facility and a lien may be placed to recover expenses. Response: If the tower facility is not used for a continuous period of 12 months it will be removed along will all associated equipment and fencing as defined in the lease agreement with the underlying property owner. 11 Zoning and Subdivision Administrator November 21, 2017 Page 5: Compliance with the Frederick County Comprehensive Plan: Although telecommunications facilities are not specifically addressed, Shentel feels that this proposed facility is in accordance with the design principals of the Urban Area. Many people are replacing their landline phones with wireless phones and devises. This area of the county is built up and is heavily used as an entrance to the City of Winchester and the Medical Center. Shentel seeks to improve service in this area where there is existing demand and where future growth is anticipated. This site has been sited to improve service for the residents and visitors of this portion of Frederick County and to ensure reliable coverage for emergency response personnel and those who depend upon them. Shentel is sensitive to the importance of preserving the natural and historic resources of the County. Shentel is required, as part of the Conditional Use Permit Application process to provide documentation of review pursuant to the National Environmental Policy Act (NEPA), Section 106 of the National Historic Preservation Act and the State Historic Preservation Office (SHPO). Our consultant has conducted his evaluation and the final report indicates no adverse effects of surrounding historic resources. Included in this packet also, are photo simulations of the proposed tower. These simulations were taken from various intersections and public gathering area surrounding the proposed site. Shentel submits that the proposed tower is in keeping with the core values and principals outlined for this area of Frederick County. We respectfully request that the conditional use permit be approved as it is in compliance with the standards of the Frederick County Zoning Ordinance, with the exception of the setback requirement from the eastern and western property lines from which we are requesting a waiver, as outlined above. Please contact me at (540)335-0030 should you have any questions. Sincerely yours, Lyn Koerne Site Acquisition and Project Development Contractor for Shentel 0 • • Location #1 is Sim #1 From Wal-Mart Parking Lot From Wal-Mart Parking Lot IAKRU n #2 Stop light at Highway 50 Exiting Wal-Mart Sim #2 Stop light at Highway 50 Exiting Wal-Mart • • • • I m ion #13 Near Courtyard by Marriott • Sim #3 Near Courtyard by Marriott 0 Location #4 Spring Arbor Retirement • Sim N4 Spring Arbor Retirement • 4,Ali I � v' I� �. • - 1sws+ � . t �' r QM w� �•• �' N'_.All �4 d t .:yam sr J•., ..�_'. i 4106+ 9 . • ,� •j• .e�` sir: �• -��� • • 0 S H IN TEL SITE NUMBER: '15149 Shenandoah Mobile; LLC SITE NAME: AMHERST ADDRESS: 219 ROUND HILL RD WINCHESTER, VA 22602 (NOT TOWER E911 ADDRESS) PROJECT- TYPE: NEW EQUIPMENT AND NEW ANTENNAS ON ANEW 138' MONOPOLE 'vv1 4' LIGHTNING ROD PROJECT SUMMARY SITE NUMBER: :5149 SITE NAME: AMHERST SITE ADDRESS: 219 FOUND HILL RD WIN(.HESTER, VA 22602 TOWER OWNER/ SHENANDOAH MOBILE, LLC DEVELOPER: 500 5-HENTEL WAY EDINbURG, VA 217LO PHONE:800-768-5200 ZONING JUR SOICTION: FREDERICK COUNTY ZONING : RA PROPERTY ID NUMBER: .rig A 254 PROPERTY AREA: ... ACRES PROPERTY OWNER. GPEGORY A 85HOP 108 S-ANE'WALL DR WINC TESTER, VA 22602 2276 POWER PROVIDER. SHENANDOAH VALLEY ELEC TELCO PROVIDER I SHEN7EL FIBER APPLICANT INFORMATION APPLICANT SHENTEL SHENANDOAH MOBILE, LLC. 500 SHENTEL WAY P.O. BOX 459 EDINBL.RG, VA 22821, PHONE: 540-984-5123 ARCH ITEC?/ENGINEER INFORMATION ENGINEER T-SOUAiRED SITE SERVICES 2500 FIGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 PRONE: 724.308.7855 CONTACT: MARK THOMPSON PROJECT DESCRIPTION THIS PROJECT CONS'STS OF THE INSTALLATION OF PCS 6x,IPMENT, PLATFORM, SUPPORT FRAMES, ICE BRIDGES, AND ANTENNA FRAMES AND CABLES ON A NEW 138' MONOPOLE W/ w' LIGHTNING ROD WITHIN A NEW FENCED COMPOUND. BUILDING CODE USE GROUP: U (UTILITY) FIRE C(PDEE NFPA 241 8 ; I=PA I (CH'T -6) CONST. TYPE: TOWER - Zf. HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT 1` 0P HUMAN HABITATION. HANDICAP ACCESS S NOT REQUIRED. VICINITY MAP SCALE: 1--1,000' -SITE I DRIVING DIRECTIONS I FROM EDINBURG PROCEED TO EXIT 310 (HWY 37), AT THE END OF THE RAMP TURN LEFT AND PROCEED DAPPROXIMATELY 8 MILES TO HVVY 50. EXIT AND AT THE END OF THE RAMP TURN LEFT. PROCEED 1/2 MILE DO ROUND HILL ROAD AND TURN LEFT. PROCEED APPROXIMATELY L000 FEET AND TURN LEFT INTO DRIVEWAY BEAR LEFT TO GATE AND PROCEED ON GRAVEL DRIVE PAST TRAILER HOUSE AND TURN LEFT TO TOWER (TOWER COORDINATES) 39.1885200,-78.2077250 ACCESS DRIVE COORDINATES (NAD 83) Li,TITUDE 39.1895201 N LQNGJTLjE:-78.211118° W DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALLPLANS 8. DIMENSIONS 8 CONDITIONS ON THE .JOB SITE 8 SHALL IMMEDIATELY NOTIFY THE ARCHITELT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE P.ESPONSI 3LE FOR THE SAME. APPROVAL LIST SITE AC ZONING R.F. COMSTP MANAGER NETWORK-TELCO- NETWORK-POWER PROPERTY OWNER/REP. OPERATIONS G.C. _ SHEETINDEX SHEET DESCRIPTION T-I TITLE SHEET I OF 2 SITE SURVEY (8Y APEX LAND SOLUTIONS) 2 OF 2 SITE SURVEY (BY APEX LAND SOLUTIONS) GN-I GENERAL NOTES GN-2 GENERAL NOTES A -I FIRE ACCESS TURNAROUND LAYOUT A-2 ADJOINING PROPERTIES MAP A-3 OVERALL SITE PLAN A-4 COMPOUND PLAN A-5 ELEVATION 8-QUIPMENT PLAN D.I ANTENNA DEVILS D 2 SITE DETAILS D-3 MISC. DETAILS D-4 WOOD FENCE DETAILS D-5 CHAIN LINK FENCE DETAILS E-' ELECTRICAL DETAILS E-2 SINGLE LINE CND PANEL SCHEDULE E-3 EQUIPMENT DETAILS 11-1 GROUNDING PLAN AND DETAILS G-2 GROUNDING DETAILS G-3 GROUNDING DE TAILS L-I GENERAL LANDSCAPING L-2 GENERAL LANDSCAPING -- ._SHENTEL. 500 SHENTEL WAY P.O. BOX a59 ED.NIBURG. VA Z2824-0280 (540) 984-5t23 3 11.09.17 REDLINE REVISION I KE 2 9,25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9,22.17 PRELIM COS KE (PROD. !--_ 10019I NO.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHES'TEP, VA 22602 SHEET TITLE: TITLE SHEET I !—y SHEET I NUMBER: -I • N 3•6002'30" W 20.59'-47�_ dp, 4 o Existing A. House o-� DETAIL A Scale: 1 inch - 40 feet UTILITY & ACCESS EASEMENT LINE: TABLE LINE # DIRECTION LENGTH L1 N36°02'30"W 96.43' L2 N36°02'30"W 20.59' L3 N24043'25"W 64.57' L4 N20040'29"W 82.15' L5 N56009'15"W 93.60' L6 N71023'34"W 91.35' L7 N58031'03"W 429.11' L8 N50052'12"W 123.48' L9 57020'32"W 24.64' L10 S49008'51"E 68.53' 1-11 N40051'09"E 60,00' Proposed 15' Wide Utility € Access Easement for Ingress and Egress (See DETAIL A) UTILITY & ACCESS EASEMENT CURVE TABLE CURVE # LENGTH RADIUS DELTA CHRD BEARING CHRD LENGTH C1 74.50' 143.32' 29046'59" N36152'41"W 73.67 C2 48.47' 37.03' 74'59'45" N19°30'01"W 45.08 C3 86.57' 61.97' 80302'28" N3°49'12"W 79.70 C4 45.99' 35.00' 75317'09" N88030'46"W 42.75 C5 175.41' 1 378.83, 26'31'45" S40°38'30"W 173.84 �- Flood .'one 'A' per FEMA Map. tJo. 5.1069CO204D / N 57°12,.1 ,w Rebar 286.05' 4° Found N 500'58~1►V r. + n j �s 4 �' a � LA ++ Point of Beginning ' 0Ln Proposed 20''glcle N Utility & Access Easemeni for A Ingress and Egress 0 N Propcsed sd'. �. 60' x 60' Lease Area / (See Sheet 2 of 2) 1 u 1 134' f Tax Map 52, PIN: 52-A-254A j G & C Auto Recycling Me w Deed Book 792, Page 1333 �{ 6.33 Acres o Existing Right -of -Way o The Potomac Edison Company -,I \ Recorded 9/27/2005 in Instr. No. 050022310 1 — — 134't x—Cha Lxnk Fence n ��,rne E o m t� a_ui o C.7w r= d w 5' tide Proposed Utility Easement (See Sheet 2) Utility Pole IPE74771 Utility Pole No Number Tax Mop 5 PIN: 53-A-86 ��� � \<3�`��'r:2>, � r.,•,�--�-m .,_. •- ^ —_ 1�—� 'tTrudy Ruggles Poe �:,�� Instr. Year 1962 008, Existing Fs�,\� `-""r` T 3 _-,�� � Instr. No. 11962 Pwo Home �'�i 9 C'� �'� �1--- �_—� a 14.54 Acres Tax Map 52, PIN: 52-A-254 : r = _N 73°39'25" W C' 4 ; — 1� - Gregory A Bishop Flood zone 4' f w 93.90' y Deed Book 843, Page 1624 per FEMA Map No. 51069Ci�204J �o � -- 2°41'16" W j 7 Acres R=1172.38• n w.nwa —i'- `— — — — — _ Winchester and Western Roil Road � ��� �mut <P 0 *% `1 �36 6455'35" E Gj PLAN NOTES ;cont.): w 2 1. The boundary lines shown below are derived from available Deeds, Tax Maps, and Plans of y O Record, and does not represent an actual boundary survey. y U ALAN VINCENT BURKE, R. D See current deed book 792 page 1330 for reference. 2. Site Address is 219 Round Hill Road, Winchester, Virginia 22602 (Frederick County) 3. This plan is subject to all easements and restrictions of record. LicNo. 2443 4. The proposed facility will cause "De Minimis" Increase in Storm water Runoff. Therefor, no structures are proposed. �qND SUR`��(35. No significant noise, smoke, dust, or odor will result from this facility. t�`Is 10-5-2017 6. The facility is unmanned and is not intended for human habitation, there is no handicap access required. Apex land Solutions, LLC 223 N. Prospect Street - Suite 304 NO. DESCRIPTION ` Hagerstown, Maryland 211740 1 Initial Submission _ phone: (240) 455-5209 2 Revised Per Agency Comments APEXChanged Access Easement :o fax: (866) 914 G344 3 Access and Utility IFAILAND OLtJTION' info.apexlandsolutlon,glgmail.com PLAK NOTES (cent* 7. The facility is unmanned and is does not require potable water or sanitary service. 8. The proposed development does not include street signs of any type, and outdoor storage or any solid waster receptacles. 9. Power to the facility will be monitored by a separate meter. 10, According to FEMA flood insurance rate map community panel number: 51069CO204D , effective September 2, 2009. The Proposed facility is not in a 100 year Flood plain. and is in Zone - X, Other Areas. However, portions of the Access road are within the Flood Zone 'A', area of 1% chance of 100 Year Flood, as shown on the plan. 11. One light is proposed at the facility for work while on site. 12. Contractor to Test Pit Existing Electric Easement Crossing SITc SURVEY OF PROPOSED EASEMENTS AND LEASE AREA Al BY DATE THE PROPERTY OF GREGORY A. UiSHOP FOR: SML 9-6-17. SHENTEL SML 9-20-17 SHENANDOAH PERSONAL COMMUNICATIONS, LLC SML 10-5-17 . SITE # 15149 - AMHERST Tax. Map 52, PIN: 52 A 254 - Frederick County, VA Drawn: M. L. Mowen I Chedted: S. M. Landis Il j Date: September 6, 2017 4 Project Number: 17-056 SHEET 1 of 21 Scale. 1 in& = 100 feet i i 0 • 0 845.1 x 845.3 x x 844.1 845.3 X 843.4 x 842.9 x 842.3 x x 842.5 S 49008'51" E 60.00' 0 o •- 0 I. � 842'.2x w � 841.8x o Ln o e 841.2 x a '---18q0 CENTER OF PROPOSED 138' MONOPOLE Latitude = 39"11'18.08" N Longitude = 78"12`27.70" W Ground Elevation:: 841.8 (NAVD88) / x 842.E 'G Point of Beginning `�� o Proposed 60' x 60' rn Lease Area S 49°08'S1" E 0 75.36'% �r 3 b� 0 u :o z X / N 49008'51" W760.00' Tax Map 52, PIN: 52-A-254 Gregory A. Bishop - Beginning of, 5' Wide Proposed 0. 0' Utility Easement - Ito 8 66.8x Lu (o 10.0' 12 7°29'53" W 33.49' \ Deed Book 843, Page 1624 8.9o\ 7 Acres Existing Right-of-WaY - The Potomac Edison Company - Recorded 9/27/2005 it Instr. No.- 050022310 - - - - '_x--�-x+817 9 x Chain Link Fence d t LO FA&LMOISEx 20' Utility & Access Easement See Sheet 1 of 1 Existing Nome Apex Land Solutions, LLC - 223 N. Prospect Street - Suite 304 Ptf Hagerstown, Maryland 211740 1 2 phone: (240) 455-5209 fax: (866) 914-0344 3 info.apexlandsolutionsCdgmail.com - _ DESCRIPTION _ _ Initial Submission Revised Per Agency Comments Changed Access Easement to Access and Utility PL, N NGTr'S (gin€. L. 1. The boundary lines shown below are derive-d from available Deeds, Tax Maps, and Plans of Record, and does not represent an actual boundary survey. See. current deed book 792 page 1330 for reference. 2. Site Address is 219 Round Hill Road, Winchester, Virginia 22602 (Frederick County) 3. This plan is subject to all easements and restrictions of record. 4. The proposed facility will cause "De Minimis" Increase in Storm water Runoff. Therefor, no structures are proposed. 5. No significant noise, smoke, dust, or odor will result from this facility. 6. The facility is unmanned and is not intended for human habitation, there is no handicap access required. 7. The facility is unmanned and is does not require potable water or sanitary service. 8. The proposed development does not include street signs of any ty)e, and outdoor storage or any solid waster receptacles. 9. Power to the facility will be monitored by a separate meter. 10. According to FEMA flood insurance rate map community panel number: 51069CO204D , effective September 2, 2009. The Proposed facility is not in a 100 year flood plain. and is in Zone - X, Other Areas. However, portions of the Access road are within the Flood Zone 'A', area of 1% chance of 100 Year Flood, as shown on the plan. / 11. One light is proposed at the facility for work while on site. 12. Contractor to Test Pit Existing EleC:ric Easement Crossing. o/ R= 394.14' L=41.58' 430 S 40050'41" W 42.91' 820-- 0/H�_ Utility Pole IPE74771 Utility Pole No Number Tox Map 53, PIN: 53-A -86 Trudy Ruggles Poe Instr. Year 2008, lnstr. No. 11962 14.54 Acres 30 0 30 60 Scale: 1 inch = 30 feet p,LT H p,i= L% - O U ALAN VINCENT BURKE., JR. Lic No. 2443 01 i Ai1vo Sl�Syt 10-5-2017 SITE SURVEY OF PROPOSED EASENIE-NTS AND LEASE AREA AT: Drawn: M. L. Mowen BY DATE THE PROPERTY OF GREGORY A. BISHOP FOR: }Checked: S. M. Landis SciAL 9-6-17 # SHENTEL 4--.- SML 9 20-17 Date: September 6, 2017 SHENANDOAH PERSONAL COMMUNICATIONS, LLC SML 10-5-17 "SITE # 15149 - AMHERST Project Number. 16-095 Tax Map 52, PIN: 52 A 2 A - Frederick County, VA SHEET 2 of 2 Scale: 1 inch = 30 feet Adk W W • • ELECTRICAL: 1. T11E 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. BALL 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 'k"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 (IF APPLICABLE). 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 FURiriER COST TO -iE 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. & 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 OTHERWIDE 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, 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. STRUCTURAL: 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. ALL EQUIPMENT SHALL BE INSTALLED PLUMB AND LEVEL. 3. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST RISC CODE AND ASTM SPECIFICATION. STEEL SHALL CONFORM TO ASTM A992 FOR W-MEMBERS, ASTM A36 FOR M, S, C, MC, AND L MEMBERS, ASTM A500 GR. B FOR HSS MEMBERS, AND ASTM A53 GR.B FOR PIPES. 4. ALL CONNECTION OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIED WELDS WITH WELDING ELECTRODES E-70XX OR SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A325, THREAD EXCLUDED FROM SHEAR PLANE. 5, ALL STEEL EXPOSED TO MOISTURE, SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A- 123. 6. ALL DAMAGED SURFACES, WELDED AREAS AND AREAS AUTHORIZED NON -GALVANIZED MEMBERS OR PARTS (EXISTING OR NEW) SHALL BE PA114TED WITH 2 COATS OF ZRC COLD GALVANIZING COMPOUND MANUFACTURED BY ZRC CHEMICAL PRODGCTS CO. OR USE THERMAL SPRAYING WITH PLATTZINC 55/15 AS MANUFACTURED BY PLATT. 7. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS QUALIFIED AS DESCRIBED IN THE "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED. 8, CONTRACTOR SHALL MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD. ANY UNUSUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO THE PURCHASE, FABRICATION AND ERECTION OF ANY MATERIAL. 9. INCORRECTLY FABRICATED, DAMAGED, OTHERWISE MIS -FITTING, OR NON -CONFORMING MATERIALS AND CONDITIONS SHALL BE REPORTED TO THE OWNER, ENGINEER, AND CONSTRUCTION MANAGER PRIOR TO ANY REMEDIAL OR CORRECTIVE ACTION ALL ACTIONS SHALL REQUIRE THE APPROVAL OF THE OWNER. 10. CONTRACTOR SHALL EXECUTE ALL WORK PREVENTING ANY DAMAGE TO EXISTING STRUCTURES, ESPECIALLY TO THE ROOF. ANY ROOF WORK INVOLVING ATTACHMENT, REMOVAL OF FINISH SURFACE OR PENETRATION SHALL BE PERFORMED TO PRESERVE EXISTING ROOFING GUARANTEES AND WARRANTIES. ROOF SHALL BE RESTORED TO COMPLETE WATER TIGHTNESS WITH THE APPROVED MATERIAL AND BY A SUB CONTRACTOR PRE -APPROVED BY THE OWNER IN WRITING. 1!. MASONRY PENETRATIONS SHOULD USE ROTARY ACTION ONLY. (NO HAMMERING ACTION) 12. ALL PENETRATIONS TO BE PROPERLY FIRE -STOPPED WITH 3M F.S.195 WRAP STRIP FIRE STOP AND C925 NON -SHRINKING PUTTY FIRE BARRIER SEALANT. MAINTAIN FIRE RATING OF ALL PENETRATED SURFACES. 13. ALL MOUNTS TO WALLS TO BE SEALED AT TOP AND SIDES WITH DOW CORNING CLEAR SILICONE SEALANT OR APPROVED EQUAL. SILICONE APPLICATIONS ARE TO BE TOOLED TO MAINTAIN A FINISHED APPEARANCE. 14. CONTRACTOR SHALL PROMPTLY REMOVE ANY AND ALL DEBRIS FROM SITE. FAA REGULATIONS FOR ANTENNA TOWER AMHERST 15149: 1. FAA FORM 7460-2 IS REQUIRED TO BE FILED NO MORE THAN 5 DAYS AFTER CONSTRUCTION REACHES MAX HEIGHT. 2. MARKING AND LIGHTING ARE NOT NECESSARY FOR AVIATION SAFETY. HOWEVER, IF MARKING/LIGHTING ARE ACCOMPLISHED ON A VOLUNTARY BASIS, IT IS TO BE INSTALLED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 70/7460-1 L CHANGE 1 3. ANY EQUIPMENT USED DURING CONSTRUCTION SHALL NOT EXCEED THE OVERALL HEIGHTS AS INDICATED ON THE AERONAUTICAL STUDY NO. 2017-AEA-9803-OE DATED 9/25/17 TO THE STRUCTURE ANTENNA TOWER AMHERST 15149. EQUIPMENT WHICH NAS A HEIGHT GREATER THAN THE STUDIED STRUCTURE REQUIRES SEPARATE NOTICE TO THE FAA. �SHENTF l 500 SHEN' EI, WAY P.O. BOX 4j9 EDINSVI VA 2282L f ,LQ1 1,54-5123 tr ,x ,3. ARtD irri , aEincss, LLC 2500 HIGHLAND ROAD, SUITE 1 HERMITAGE, PA 16148 www.t-sgrd.com ,„.IMITTALS 3 11.09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE U 9.22.17 PRELIM CDS KE IF'RUJ. 10019 NO.: CHECKED BY: G.W.Clower, P E. SITE INFORMATION: AMHERST SITE NO. 15149 219 MJUND H:_L kD WIN;,HESTER, VA 2260Z SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-2 0 ! 0 PROPOSED 60'x6O' LEASE '— �- AREA -� �~� �— co 0 0" 3 1f I t 1 PROPOSED 50'x5O'• FENCED AREA 1 I I 1� u • EXISTING RIGHT-OF-WAY (THE POTOMAC EDISON COMPANY) I FIRE ACCESS TURNAROUND PLAN NT S. EXISTING GRAVEL ROAD /-PROPOSED 5' WIDE \ UTILITY EASEMENT PROPOSED 20' WIDE % ACCESS EASEMENT AND FIRE ACCESS \ TURNAROUND \, PROPOSED FIRE ACCESS TURNAROUND -SHENTEL $00 !HERTEL WAY P.O. BOX 459 ED'NBURG, VA 2282-•0280 (540) 984-5123 I T-�QVd�LD 11T1 r: y.:,. CO;V%*HT a leiaTT.50UMEOSN ESERMESALC 341109.17 25REDLINE REVISION KE .17 REDLINE REVISION KE 22.17 REDLINE REVISION KE 22.17 PRELIM COS KE + PR0,1. 10019 NO.: CHECKED 8Y: G.W.Clower. P.E. I j SITE IINFORMATION: AMHERST SITE NO. 1510 219 ROUND HILL RD WWCHESTER, VA 22602 SHEET TITLE: FIRE ACCESS TURNAROUND LAYOUT SHEET NUMBER: A-1 0 :7 0 aA�+°` RP CST (STING 15 \ EXISTING METAL \\ / ACCESS AN[ FENCE EASEMENT JURISDICTION c,FTRA(-K TARI F- HEIGHT � 35' � ••PIOTE•• ABOVE TABLE BASED ON FREDERICK COUNTY, VA CODE ARTICLE IV: AGRICULTURAL AND RESIDENTIAL DISTRICTS PART 401: RA RURAL AREAS DSTRICT 165-401.06 PARAGRAPH A r— — MONOPOLE SETBACK TABLE IRONT YARD WEST 1142' t REAR YARD EAST 134' t SIDE YARD NORTH 203't SIDE YARD SOUTH 327't CLOSEST RESIDENCE 12E' t EXISTING RAILROAD —� TRACKS EXISTING 20' WIDE ACCESS AND UTILITY EASEMENT EXISTING SHED - EXISTING CSITE E PLAN / N 7 �, EXISTING UTILITY POLE: jIPE74711 PROPOSED 5' WIDE UTILITY EASEMENT EXISTING TRANSFORMERS PROPOSED SHENTEL 136' MONOPOLE WITHIN 50'x50' FENCED COMPOUND AND 60'x60' LEASE AREA EXISTING PROPERTY LINE =,,.,SHENTEI 500 SHENTEL WAY P.O. BOX 459 EDINBIPG. VA 22824-0280 (540) 984.5123 1 04 r-W& lm �nrxcEs, �x; 3 11.09.171REOLINE REVISION KE 2 9.25.17 REOLINE REVISION KE t1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM COS KE PRO.). 10019 CHECKED BY: G.W.Clower, P.E. 0 0 0 0 ADD STYME LOCK TO EXISTING ACCESS GATE SITE PLAN D�� Ab.,SHENTEL 500 SFIENTEL WAY P.O. Box 459 EDINBURG VA 22624-0280 (540) 964:51?3 rr T-" im 99"ICZS,LLC S SUBMITTALS 3 11.09.17 REDLINE REVISION KE 2 9.25.17,REDLINE REVISION I K 9.22.171REDLINE REVISION I KE 0 9.22.17 1 PRELIM COS I KE PROD. 10019 NO.: P.E. i 0 Ll u r1 LJ • • • WOOD FENCE PROPOSED 60'x6O'--,, / LEASE AREA \ 4� PROPOSED SHENTEL 40'x4O*x12" DIS"RIBUTION BOX PROPOSED SHENTEL f ICE BRIDGE J I CHAIN LINK / FENCE / FUTURE 12'x25' �»- LEASE AREA +yam PROPOSED SHENTEL 138' MONOPOLE \\\, V / PROPOSED SHENTEL PPC CABINET FUTURE ' AREA FUTURE 12'x25' LEASE AREA LEASE AREA Sp. 1 COMPOUND PLAN R PROPOSED SHENTEL 14'x22' LEASE AREA /— PROPOSED SHENTEL BBU CABINET PROPOSED SHENTEL BBU CABINET PROPOSED SIAENTEL MMBTS CABINET PROPOSED SHENTEL 10'xi6' EQUIPMENT PAD _—THEORETICAL FALL RADIUS OF 69' / \ PROPOSED PROPOSED EMERALD ` ARBORVITAE BUFFER (TYP.) 0. PROPOSED / --- BANK HFRAME WITH METER BANK —PROPOSED S' WIDE Of UTILITY EASEMENT ROPOSED 12' ACCESS \ \ GATE \ \ PROPOSED 20' WIDE ACCESS EASEMENT AND FIRE ACCESS TURNAROUND ..„SHENTEL 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984.5123 3 111.09.171 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REOUNE REVISION KE 0 9.22.17 PRELIM CDS KE RP OJ. 10019 NO. r: CHECKED BY G.W.Clowe,, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: \ COMPOUND PLAN SHEET NUMBER: A-4 P-� • 0 0 PROPOSED T.O. LIGHTNING ROD •EL. 147 t A.G.C— - — - — - — - — - -� -PROPOSED TO. TOWER EL. 1,3Bf A.G.L. - — _ ~ - — - — - \ PROPOSED SHENTEL ANTENNAS R10 CENTER EZ. 13b - - - — i FUTURECARRR R AN-NAR _ _ - _ _ _ _ -, / EL. 12J't A.G L FUTU- --C R& ti EL. IIX-f A.G.C. FILTUL?ij CAERIER Wf/%NA EL. 104"t A.GL. • ••NOTE•• WOOD FENCE SECTION NOT SHOWN FOR CLARI I Y. 0 PROPOSED SHENTEL 138' MONOPOLE ELEVATION N7S. • • NOTE" TOWER IS TO HAVE L GHTING IN ACCCMANCE W -1 AA REGULATIONS PROPOSED SHENTEL ANTENNAS PROPOSED ANTENNA INFORMATION RFA (REV 1) RRH MODEL HYBRIFLEX HYBRIFLEX SECTOR POSITION STATUS ANTENNA ANTENNA RAD AZIMUTH MECHANICAL TILT ELECTRICAL DOWN TILT (PLATFORM QUANTITY LENGTH & MANUFACTURER MODEL CENTER DOWN MOUNTED) & MODEL DIAMETER FD-RRH-2x50-800 1 1 PRO?OSED RFS APXVSPP38-C-A20 136-0" 20° 0• 2 Eucahybrid 114 12AWG6- FD-RRH4x45-1900 2%12MM5-CP 170'1 (1-1/4') 1 2 PROPOSED CELLMAX CMA-BDHH/3324/EO-6 135'.U' 20 0• 2 FD-RRH4x30-1900 1 3 PROOOSED RFS APXVTMI4{.120 135-9' 2Ii 0• 2° FD-RRH-BX20-2500 1 3 FUTURE RFS S83-WIOOAMPT 1351-0" TBD 9500 MPR MPT-HC-HQAM (2) Cat5 170't RADIO ti FD-RRH-2x50$00 Eucahyb rid 114 2 1 PROPOSED RFS APXVSPPl8-C-A20 135'-U' 140 0• 12AWG6 2 FO-RRH-4x45-19M 2x12MM5-CP 170't (1-1 /4') 2 2 PROPOSED CELLMAX CMA-BOHH/3324/EO-6 135-7' 140 0° 2 FD-RRH-4x30-19OO 2 3 PROPOSED RFS APXVTMI4-C-120 135'-0" 140 0° FO-RRH-8X20-2500 fi FD-RRH-2x50-800 3 1 PROPOSED RFS APXVSPPI8-C-A20 135'40" 260 0• Eucahybrid 114 12AING6. 1- FD-RRH�x45-1900 2X12MM5wP 170'i (1-1/4'� 3 2 PROPOSED! CELLMAX CMA-30HH/3324/E0-6 135'-0" 260' 0° 1° FD-RRH�x30-1900 3 3 PROPOSED RFS APXVTMI4-C-120 135'4Y' 260 0" 2 FD-RRH-8X20-2500 NOTES: 1. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME OF CONSTRUCTION. 2. CONTRACTOR TO CONFIRM CABLE LENGTHS PRIOR -0 CONSTRUCTION 3. ROUTE PROPOSED FYBRIFLEX CABLES INSIDE PROPOSED MONOPOLE, PROPOSED SHENTEL L.I.F.E. MOUNT PLATFORM AND HANDRAIL KIT (PART# PV-LPPI4M-HR-12-96) PROPOSED SHENTEL FD-RRH-4X30-1900 65MHZ VARIANT (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL CELLMAX CMA-BDHH/3324/EO-6 ANTENNA (1 PER SECTOR, 3 TOTAL) ANTENNA INFORMATION FUTURE SHENTEL MICROWAVE DISH PROPOSED SHENTEL FD-RRH-4x45-1900 65MHz VARIANT (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL FD-RRH-2x50-800 (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL RFS APXVSPPIB-C-A20 ANTENNA (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL FD-RRH-8x20-25 (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL RFS APXVTMI4-C-120 ANTENNA (1 PER SECTOR, 3 TOTAL) ANTENNA MOUNT ,.SHENTEL 500 SH.:v 1 FI WAY P.0 -" ( 1.59 r OINZUPG, VA 22821-0260 (540) 984 Si23 i I aa I 2500 HIGHLAND ROAD, 51JJTE 201 HERMITAGE, PA 16148 www.t-sgrd.com —TTALS 3 11.09.17 REDLINE REVISION KE KE 2 9.25.17 REDLINE REVISION 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE I NNO..: O1DO19 : CHECKED BY: G.W.Dower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILT. RID WWCFic'STER, VA 22602 N SHEET TITLE: ELEVATION & EQUIPMENT PLAN SHEET NUMBER: A-5 0 E 0 7.0" 171 • 0 N r APX v, S r'F ' 1 8-CµA20 DIMENSIONS, HxWxD'. 72.0'x11.8'x7.0' WEIGHT, WITH PRE -MOUNTED BRACKLTS: 64.5Ibs CONNECTOR (6) 7.16LONG NECK FEMALE I BOTTOM RF CONNECTOR, TYF--,, - 't REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP BOTTOM RFS APXVSPPI8-C-A20 ANTEN CIA DETAIL R[=S APXVTM 1 4-C- 120 DIMENSIONS, HxWxD: 56.3'x12.6'X6.3' WEIGHT, WITH PRE -MOUNTED BRACKETS: 56lbs CONNECTOR: (8) 4.119.5 DIN FEMALE I (1) NF - CALIBRATION PORT PORT PORT 5 IRFS APXVTMI4-C-120 ANTENNA DETAIL 3 NTs. R75 MICROWAVE ANTENNA MODEL NO. S83-WlOOAMPT WEIGHT 50— 7 LBS DIMENSIONS (DIA.) 36.0" MAX WIND SPEED 124 MPH 'Ucstel-Lucent Multipurpose Outdoor Unit (ODU) WEGHT 1 11 LEIS 4 MICROWAVE DETAILkll ppCEL44 LMN", p DIMENSIONS HxWxD: WEIGHT, CONNECTOR. RRH MOUNTING PIPE MOUNTING BRACKET AND � HARDWARE 81.1'42.0 41' 106 7 As (4) 7-16 FEMALE - BOTTOM F L� ._SHENTEL. 500 SHENTEL WAY P.O. BOX 659 ENNBURG, VA 2282'.-0280 (540) 981,-5123 r--SUBMITTALS I3 11.09.171REDLINE REVISION KE 2 9.25.17 REDLINE REMSION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE P IFS APXVRRI3-C A20 ANTENNA DCTARO.J. 10019 NlD:--�—� NTS CHECKED BY: G.W.Clower, P.E.I NOTE: SEE SHEET A-2 FOR RRH QUANTITY AND LOCATION. 800 MHz REMOTE RADIO HEAD FD-RRH-2x50-800 WEIGHT 64 LEIS. DIMENSIONS (WxHxD) 13%19.7"05" OUTPUT POWER 100W POWER RED. -48VDC 1900 MHz REMOTE RADIO HEAD FD-RRH-4x45-1900 WEIGHT 60 LBS. DIMENSIONS (WxHxD) 11%25'00.7" OUTPUT POWER 1BOW POWER RED. -48VDC 1900 MHz REMOTE RADIO HEAD FD-RRH-4x30-1900 WEIGHT N/A DIMENSIONS (WxHxD) N/A OUTPUT POWER 18OW POWER RED. -48VDC 2500 ►vlHz REMO-'E RADIO HEAD TD-RRH-8x20-2500 WE13HT 66 LEIS. DIMENSIONS (WxHxD) 17.5"x25.4"x5.7" OUTPUT POWER 80W POWER RED. -48VDC NOTE: - CONTRACTOR IS RESPONSIBLE FOR ACOU RING THE MOST RECENT PLUMBING DIAGRAMS ONCE SITE IS READY FCR CONSTRUCTION. — RRH_ C)ETAN Ts SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RO WINCHESTER, VA 22602 SHEET TITLE: ANTENNA DETAILS SHEET NUMBER: D-1 0 • 24" ICE BRIDGE KIT W/ TRIPLE TEE TRAPEZE (24 COAX SNAP -IN RUNS) (SITE. PRO 1 IR24 SERIES, SEE FOOTING FOR P/N) • i I UNIVERSAL T-BRACKET = T — Z FOR CABLE TRANSITION z a. 24" ,. r AT CABINET t £ ro p (TYP AS NECESSARY) ' r (SITE PRO I P/N T600) \ a o ' o wo a I s = I - a:EO V' CONCRETE m w w PAD a 3000 PSI rLn m NORMAL WEIGHT nLi ^NOTE" DIRECT BURIAL FOOTING CONCRETE o MUST MEET LOCAL FROST DEPTH REQUIREMENTS BASE SHOE FOOTING (SITE PRO 1 P/N 1B24B) 3" MIN (INCLS. BASE SHOES) . (IJSE SITE PRO 1 P/N SWA585 ANCHORING KIT, 3 REQUIRED 8"0 MIN. PER BASE SHOE) ICE RRIDGE POST DETAIL DIRECT BURIAL FOOTING 1 - N r s. (SITE PRO 1 P/N IB24D-216) TRAPEZE NOTE: ALL STEEL IS TO BE GALVANIZED 2 TYPICAL TRAPEZE DETAIL N.T.S. WA�iHER/NUT BO1H SIDES ALI. THREAD WASHER/NUT BOTi SIDES ASH_R/NUT OTH SIDES FOR COAX TOWER FIELD CUT PIPE TO LENGTH CAP W/ GALV. METAL CAP ANGLE IRON SHALL BE BOLTED Ti) ICE BRIDGE CUT ENDS FOR PROTECTION GALV. STEEL PIPE CAP - WAVEGUIDE SUPPORT BRACKET TRAPEZE MOUNTED GROUND BAR 2 AWG BCTW GROUND W/ #6 STRANDED TO JUMPERS 8 MAX LEAD FROM WA"/EGUIDE TO WAVEGUIDE POST • .�� 21" WAVEGUIDE ANGLE IRON SHALL BE BOLTED TO ICE _ ICE BRIDGE BRIDGE CUT ENDS FOR PROTECTION -`` ''� 4 HYBRIFLEX � SHENTEL PPC — 36" MAX CROUND Y CABINET BAR SHENTEL EQUIPMENT HYBRIFLEX CABLE #2 A.WG BTCW IN 3/4" PVC CONDUIT (ENDS SHOULD BE SEALED WATERTIGHT WITH CAULKING) 3 1/2"0 SCH. 40 � GALV. STEEL PIPE SHENTEL S B TS ? CABINET z S: GROUNDS TO BE BONDED WITH a' LIKE METAL 1" CROWN TOP OF PIER r 4" GRAVEL #2 AWG BTCW IN 3/4" PVC CONDUIT z GROUND • RING n CADWELD I NOT USED ICE BRIDGE SUPPORT SECTION 4 N 5 RIDN. f. ^'JAL 5 LED LIGHTS, FIXTURE INSTALLED V PPC H-FRAME, (1 ) STALLED ON METER 1NK H-FRAME PPC SUPPORT POST 5 AMP- 125 VOLT NGLF POLE COVERED )GGLE SWITCH WITH EATHERPROOF BOX VD PLATE HUBBLE z). HBL1201-7420 ;FI DUPLEX RECEPTACLE 2) #12 THHN WIRES k #12 GROUND IN 5/4" PVC CONDUIT TO )PC CABINET C3 WORK LIGHT DETAIL N T.; "SHENTEL S00 SHENTEL WAY P.O. BOX 45Y EDiNBURG, VA 2282L-0260 (51.0) 984-5123 T-sgv��esas� COf'TMIDNT a MIG Td ARED WE SENWES, LLC 3 111.09.171REDUNE REVISION KE 2 9.25.17 REDUNE REVISION KE r1 5/8" UNI-STRUT SECURED TO 1 9,22.17 REDLINE REVISION KE POSTS WITH U-BOLTS (UNI-STRUT NOT TO EXCEED 2" FROM MOUNTING POST 0 9.22.17 PRELIM COS KE AND NOT IMPEDE GEN PLUG) PROJ. �N-O-, 10019 II CHECKED BY: G.W.Clower, P-El T � I NORTHERN TECHNOLOGIES PART #: CS2S2-W7.J6 PPC �0 CABINET �a I Z POWER SHALL BE ' SLEEVED THRL TELCO CiAMBER (SCHED. 80) GRADE 3 1/2" 0 FOSTS EMBEDDED IN 12"0x3' DEEP CONCRETE FOOTING --NOTE** PPC CABINET SHOWN. UTILITY BACKBOARD CONSTRUCTION SHALL BE SIMILAR PPC fl BACKBOARD DETAIL SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: SITE DETAILS SHEET NUMBER: D-2 0 • F63/4"t —3 3/4" 2 7/�8`t �' U—BOLTS—\ ! F__ 1—jHl'-4 1/4 NEW MOUNTING BRACKET PLATE — GPS ANTENNA (BY LUCENT) 1/2"t ,-STANDARD 1" PIPE 3/4"t TILT HOLES FOR ADJUSTMENT U-BOLTS -GROUNDING KIT MINIMUM OF 75%. OR 270' IN ANY DIRECTION OBSTRUCTIONS MUST BE BELOW 15' 15' I GPS MINIMUM SKY VIEW REQUIREMENTS /'-7/2" GROUND KIT (MIN. 8" BELOW BASE OF PIPE) 1/2" COAX TO HAVE ABILITY TO SLIOT' UP AND OUT �OF PIPE #6 AWG GROUNDING KIT CABLE NOTE TO MGB (PROVIDED WITH KIT) 1. 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER. SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANT=NNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. 4. DO NOT SWEEP TEST GPS ANTENNA. PVC CONDUIT PLUG (DO NOT USE TAPE) PVC CONDUIT COUPLING PVC SCHEDULE-80 24" RADIUS, SIZE AS SHOWN ON LAYOUTS PVC SCHEDULE-40 SIZE AS SHOWN ON LAYOUTS GPS MOUNTING DETAIL N T.: z 0 M CONDUIT STUB-UP DETAIL N 1.$. STRUCTURAL NOTES: 1. SPECIFICATIONS / CODES: -CONCRE E WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE ACI CODE. -CONCRE-E SLAB COMPRESSIVE STRENGTH TESTING: CYLINDERS PREPARED IN ACCORDANCE TO ASTM C31. TESTING IN ACCORDANCE TO .ASTM C39. -STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 9tH EDITION -WELDINC SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) D1.1-92 'STRUCTJRAL WELDING" CODE -STEEL. -REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE." 2. MATERIALS: -CONCRETE: 1c' - 3000psi. (MIN. U.N.O.) -REINFORCING STEEL: ASTM A615, GRADE 63. -WIRE MESH: ASTM A185. -STRUCTURAL STEEL: ASTM A36. -ELECTRODES FOR WELDING: E 70xx: -GALVANIZING: ASTM A153 (BOLTS) OR ASTM A123 (SHAPES, PLATES). -EXPANSION BOLTS: HILTI KWIK BOLT II, STAINLESS STEEL,-"ex4Y4" EMBEDMENT OR AN APPROVED EQUAL. 3. GEO-TECHNICAL: -CONCRETE SLAB DESIGN IS BASED ON 2000psf SOIL BEARING CAPACITY. IF OTHER CONDITIONS EXIST, FOUNDATION SHALL BE REDESIGNED CONTRACTOR SHALL HAVE SOIL BEARING CAPACITY VERIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES- -ALL BACKFILL SHALL BE THOROUGHLY COV PACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY -SURFACE SHALL RECEIVE A SMOOTH TROWEL FINISH COMPACTED STONE BASE I 3/4" CHAMFER (TYP ALL SIDES) TOP OF FINISHED GRADE. SLOPE AWAY FROM 2 LAYERS OF 6"x6" - CONCRETE. 1 W4xW4 WWF n 1 - 10' - - - - - - - - - - - - - - - ------T F------------------1 I I I I I I I I I I I I 1 I I I I I I I I I #4 REBAR I I 16" O.C. I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I 1 I I I I I I I I ! I I I I I I I I I I 1 I L- - - - - - - - - - - - - - - - - - j { ,.SHENTEL 500 SHENTEL WAY D.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 x-:qv�ww t� st�r� fmwtMzs7 i" I CWYACH7 Q Nlf T.WUMED Y SERWES. LLC I __ ' 3 11.09.17 REDLINE REVISION KE N 2 9.25.17 REDLINE REVISION KE O� 2" CLR 1 1 9.22.17 REDLINE REVISION KE T EXCAVATE AS REQUIRED TO REMOVE VEGETATION & 0 9.22.17IPRELIM COS KE TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBGRADE & PLACE COMPACTED CRUSHED STONE OR GRAVEL 2 CONCRETE EQUIPMENT PAD DETAIL PROJ. N T S NO.: 70019"� ( CHECKED BY: G.W.Ciower, P.E. 11 F PLAT (PART# 4 MOUNT DETAIL N.T S. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: MISC. DETAILS SHEET NUMBER: D--3 • • • TOP OF FENCING 0 m 0 w X w R' I ` / POST F00-ING J 1* MIN. +__ 2x4x8' WOOD FRAMING 4x4x12' WOOD POST WOOD BOARD FENCING (TO MATCH EXISTING ADJACENT DUMPSTER ENCLOSURE) PROJECT 1" ABOVE GROUND AND SLOPE ALL AROUND (TYP) NOT USED . T. S. i 11 1.1 N'rt•!t 111 1,11 k .'.• SEPARATION 1: ',I(; 113-6-2.3 In .1, Al •:I PARATION REQUIRED FROM A'-!i '.III IIAlt)h•I HIGHER -HAN 6' CLOSEST I'tl•1 IN ;UkItOUNDING PARKING AREA. 3 MIN EXISTING CURB EXISTING PARKING LOT ,SHENTEL 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 540? 9BL-512L T-SPIT 111116VICV4. U4 GoV [GMT'i MIS TSWMEG SITE SENwGES. 11L I SUBMITTALS 1 3 11.09.17 REDLINE REVISION KE 2 9.25A 7 REDLINE REVISION KE 1 9.22.17 REDUNE REVISION KE 0 9.22.17 PRELIM CDS KE 11f I AII, r PROJ. 10019 I II Ir-NO.: CHECKED BY: G.W.Clower, P.E. PROPOSED WOOD FENCE 3 SEPARATION REQUIREMENT DETAIL N.T.S. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND V(I RD WINCHESTER,VA 22602 SHEET TITLE: WOOD FENCE DETAILS SHEET NUMBER: D4 s • • 0 • • VERIFY WITH SITE PLAN L� IO'-0" 4' MAN GATE. ��.�..,,. 12' - 0" DOUBLE SWING GATE 2" (MIN) GATE PLUNGER ROD MUSHROOM TYPE 2'-0" `l tF))` CONCRETEPOST PLUNGER ANCHOR } U DOUBLE -SWING GATE DETAIL GENERAL NOTES: 1. INSTALL FENCING PER ASTM F-567 2 INSTALL SWING GATES PER ASTM F- 900 DOUBLE GATE LA 6" BELOW r j r OST LINE 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE GALVANIZED (HOT DIP, ASTM A 12OGRADE "A" STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3)COATS OF COLD GALV. (OR EQUAL) 5. ALL OPEN POSTS SHALL HAVE END -CAPS. 6. USE GALVANIZED HOG -RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUSTBE MOUNTED ON INSIDE OF FENCE FABRIC 3 FENCING NOTES N. I .. TYPICAL FENCING DETAIL rlrti BALLOON REFERENCE NOTES: OCORNER, END OR PULL POST: 3" O.D. SCHEDULE 40 PIPE. OLINE POST: 2 12" NOMINAL SCHEDULE 40 PIPF, PER ASTM-1`1083. LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 10'-0- O.C. O TOP RAIL & BRACE RAIL. I-5/81O.D. STANDARD ROUND PIPE, PER ASTM-FIG83 OFABRIC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392 OTIE WIRE: 9 GA ALUMINUM. A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED 12' O C POSTS/GATES AND 24' RAILSAVIRE. OTENSION WIRE 9 GA ALUMINUM OBARBED WIRE: DOUBLE STRAND 12-12' O D TWISTED WIRE TO MATCH WITH FABRIC. 14 GA, 4 PT BARBS SPACED ON APPROXIMATELY 5" CENTERS O3/16' X 3/4" (MIN) FULL HEIGHT STRETCHER BAR. O9 3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD 70 FENCE CORNER POST BRACE: 1 5/8" NOMINAL PIPE. t i I" MAXIMUM CLEARANCE FROM FINISH GRADE I2 FENCE POST FOUNDATION TO BE I" FINISH ABOVE FINISHED GRADE 13 6" COMPACTED BASE MATERIAL 14 FINISH GRADE SHALL BE LINIFORM AND LEVEL. IS WELDED GATE FRAME: 2" O.D., SCHEDULE 40 PIPE, PER ASTM-FI083. 16 GATE POST 4" O.D., SCHEDULE 40 PIPE, PER ASTM-171083. 17 GATE FRAME BRACE RAIL: 112' NOMINAL PIPE. PER ASTM-FIO83. I S DUCKBILL OPEN GATE HOLDER VERIFY LOCATION INFIELD PRIOR TO INSTALLATION. 19 STY}AIE LOCK MULTI -TENANT LOCKING DEVIC'E(I-5' SLIDE BAR AND) SLEEVES) 20 GEO-EXTILE FABRIC 21 CONCRETE FOUNDATION (MIN 3000 PSI). MINIMUM DEPTH' 6" BELOW FROST LINE 22 10- x 12" SHENTEL SITE INFORMATION SIGN CADWELD RING GROUN RIP( A2 AWC BCW I�ry i2 /2 AWG BCW IN FLEX CONDL F—� — --i VERTICAL POST CABLE TO CABLE CONNECTED CADWELD TO RING VERTICAL POST NOT CONNECTED TO RING NQTE: 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SMALL BE BONDED 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 PING 4, GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT (TYP.) /2 AWG BCW IN FLEX CONDUIT CABLE TO CABLE %2 CADWELD (IYP.) AWG BCW IN FLEX CONDUIT RING GROUND#2 AWG BCW (MIN 18" BELOW ROUGH GRADE) NOTE. I. THE /2 AWG, BCW, FROM THE RING GROUND SHALL BE CADWELDED TO THE POST ABOVE GRADE, 2. BOND EACH HORIZONTAL POLE/9RACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. GATE JUMPER SHALL BE A4/0 AVG 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 GATE IS FULLY OPEN IN EITHER DIRECTION. 5. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT. 4 GATE 8, FENCE GROUNDING DETAILS ,r I .,„SHENTEL 500 SHENTEL WAY P.O. BOX 459 EDiNBURG, VA 22624-0280 (540) 984-S123 of 'r.ltVtbLp$, LLL COPYIgMT O 2016 TS UAREO WTE SERVICES. LLG TALS 3 111.09.171REDLINE REVISION I KE 2 9.25.17 REOUNE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE PROJ. 10019 NO.: CHECKED BY; G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUNID HILL RD WINCHESIER,VA 22602 SHEET TITLE: CHAIN LINK FENCE DETAILS SHEET NUMBER: D-5 • • • ELECTRICAL & GROUNDING NOTES: I. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF ECONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL EL THE NATIONAL ELECTRICAL COD- (NEC) AS WELL AS APPLICABLE STATE ELECTRONIC MARKER SYSTEM (EMS) BALLS OVER EACH GROUND ROD AND LOCAL CODES. AND BONDING POINT BETWEEN EXISTING TOWR/ MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING- 2 ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND 23 CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND PROCURED PER SPECIFICATION REQUIREMENTS. RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL OHMNS MINIMUM RESISTANCE REQUIRED. DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. 5. ELECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE IN ELECTRICAL METALLIC TUBING OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC OR RIGID SCHEDULE 80 PVC FOR LCCATIONS SUBJECT TO PHYSICAL DAMAGE) (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS SHALL BE IN ELECTRICAL METALLIC TUBING, ELECTRICAL NONMETALLIC TOEING, OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 80 PVC AS PERMITTED BY CODE). 7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING, ABOVE GRADE AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS (RGS) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS. 8. BURIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID SCFEDULE 80 PVC); DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT TRAFFIC. ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY TRAFFIC. 9. IIOUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS AND OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED. 10. ELECTRICAL WIRING SHALL 3E COPPER WITH TYPE THHN, THWN-2, OR THIN INSULATION, RATED AT 90-C 11. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC .AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY. 12. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 13. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE 14. PPC SUPPLIED BY PROJEC OWNER. PPC SHALL BE RATED 200A, 1201240V, I� WITH 24 CIRCUI- PANEL. MAIN CIRCUIT BREAKERS SHALL 200A, RATED 22KAIC MINIMUM AND BE MECHANICALLY INTERLOCKED WITH WALKING BEAM. PPC SHALL INCLUDE TVSS OPTION. GENERATOR RECEPTACLE SHALL BE 200A, 1,I>, 3 WIRE. PPC LOAD CENTER SHALL HAVE 24 POSITIONS. 15. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITICNALLY, GROUNDING, BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH METRO MOD CELL SITE GROUNDING STANDARDS. 16. GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. 17. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FCR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. 18. ALL POWER AND GROUND CONNECTIONS TO BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR OPERATION AT NO LESS THAN 75-C OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 19. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. 20. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 2'. APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND C ON N FCTIONS. 24, CONTRACTOR SHALL CONDUCT ANTENNA, CABLE, AND LNA RETURN -LOSS AND DISTANCE -TO -FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT. 25. METER CENTER TERMINAL BOX SHALL BE 600A, 240V, 1,0. LUG CONNECTIONS FOR SERVICE LATERAL SHALL BE SIZED TO ACCEPT CONDUCTORS AS SPECIFIED ON ONE -LINE DIAGRAM. SHORT CIRCUIT RATING SHALL BE 65 KAIC MINIMUM. METER CENTER SHALL BE 4 GANG WITH 225A RATED METER SOCKETS METER SOCKETS SHALL BE EQUIPPED WITH LEVER BYPASS FEATURE 26. ALL CONDUCTORS SHALL BE SIZED AT 75'C AMPACITY ELECTRICAL LEGEND NEW PANEL BOARD, SURFACE MOUNTED EXISTING PANEL BOARD, SURFACE MOUNTED O DRY TYPE TRANSFORMER []u MEIER r CIRCUIT BREAKEN EDI NON -FUSIBLE DISCONNECT SWITCH, MOUNTED 54' A.F.F. [Di FUSIBLE DISCONNECT SWATCH. MOUNTED 54'A.F.F. r51 TRANSIENT VOLTAGE SURGE SUPPRESSOR WATH BUILT-IN FUSES, SURFACE MOUNTED ® DUPLEX OUTLET, SURFACE MOUNTED, 20 AMPS. 125 VOLTS, SINGL__ PHASE O JUNCTION BOX. SURFACE MCJNIED 18' A.FF. EXPOSED WIRING HOME RUNS, MINIMUM 2#10 + 111OG IN 3/4- CONDUIT U.O.N. A.F.F. ABOVE FINISHED FLOOR U.O.N. UNLESS OTHERWISE NOTED WP WEATHERPROOF GO GROUND FAULT INTERRUPTED. A AMPERE V VOLT KWH KILOWATT - HOUR C CONDUIT GRC GALVANIZED RIGID CONDUIT G GROUND � GROUND MGB MASTER GROUND BAR oMECHANICAL CONNECTION o 4 oCADWELD CONNECTION ECB EOIRPMENT GROUND BAR °MECHANICAL CONNECTION Fob >CADWELD CONNECTION — C — GROUND COPPER WIRE. SIZE AS NOTED EXPOSED WIRING HYBR6LEX CABLE O 5/8'x10' COPPER CLAD STAINLESS STEEL GROUND ROD EX6fHERMIC (CADWELD) OR °MECHANICAL (COMPRESSION TYPE) CONNECT1014 PPC POWER PROTECTION CABINET 0 OMNI-DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALL ELECTRICAL NOTES 8, LEGEND Qj-. T.', PROPOSED SHENTEL 2" U/G CONDUIT FROM RISER POLE AT EAST SIDE OF PROPERTY TO H-FRAME JUST OUTSIDE PROPOSED 2" SCH 80 COMPOUND FENCE FOLLOWING PROPOSED UTILITY EASEMENT. CONDUIT FOR POWER a asY� PROPOSED 2" SCH 80 PROPOSED SHENTEL CONDUIT FOR FIBER f MMBTS CABINET I i PROPOSED SHENTEL BBU CABINETS u ._ ,alp --- PROPOSED SHENTEL 40"x40"x 12" DISTRIBUTION BOX PROPOSED SHENTEL ICE BRIDGE fi PROPOSED 142" UOUID TIGHT FLEXIBLE METALLIC CONDUIT FOR POWER ROUTED FROM MMBTS TO FIBER DISTRIBUTION BOX PROPOSED SHENTEL 40"x40"x 12" DISTRIBUTION BOX PROPOSED SHENTEL BBU CABINETS PROPOSED SHENTEL PPC CABINET PROPOSED SHENTEL EQUIPMENT PAD PROPOSED H-FRAME W;TH METER BANK SHENTEL, 50O SHENTEL WAY P.O. BOX LS9 EO;NBURG. VA 22821, 0280 (540� 984.5123 79 T-94u�ItEn SIT SZ111VICES, LLE 17 ° 3 11.09.17 REDLINE REVISION i KE t 2 9.25.17 REDLINE REVISION KE 9.22.17 RECLINE 9.22.17 PREELIMCOS REVISION KE KE PR0.1, 10019 I NO.: ELECTRICAL SITE PLAN CHECKED BY. G.W.Clower, P.E. 2 v`1 A r PROPOSED SHENTEL I MMBTS CABINET PROPOSED SHENTEL GPS PROPOSED 1-Y2' STEEI- CONDUIT FOR POWER FROM PPC TO THE MMBTS PROPOSED SHENTEL PPC CABINET PROPOSED SHENTEL HYBRIFLEX CABLES FROM ANTENNAS TO FIBER DISTRIBUTION BOX (1 PER SECTOR, TOTAL OF 3) ENLARGED ELECTRICAL PLATFORM PLAN SITE INFORMATION: AMHERST SITE NO, 15149 214 ROUND HILL RO WINCHESTER,VA 22602 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: C—I 0 0 Fj • TO EXISTING UTILITY POLE PROPOSED 600A, PROPOSETDER 240V, 1� METERGANG CENTER CENTER TERMINAL BOX PROPOSED (1) #2/0 AWG COPPER GROUNDING ELECTRODE CONDUCTCR PROPOSED - GROUND ROD 200A O O O O (3) #3/0 AND (1) #6 GND ISC = 11,445.7A TO EXISTING TELEPHONE SI:RVICF_ PROPOSED 240V, 14, 200A - I TELCOI RECEPTACLE FOR GENERATOR CONNECTION PANEL LOAD PANEL - GROUND PROPOSED 200A, 120/24OV, 10, 24 t00A CIRCUIT PPC WITH (2) MECHANICALLY INTERLOCKED, 22 KAIC RATED MAIN CIRCUIT BEAKERS. BRANCH CIRCUIT BREAKERS SHALL BE RATED 22 KAIC. mum 1. FINAL WIRING SIZES TO BE DETERMINED BY LUCENT POWER CABINET REQUIR-MENTS. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCDRDANCE WITH CURRENT NATIONAL ELECTRIC CODES AND ALL LOCAL AND STATE CODES, LAWS AND ORDINANCES. 3. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 80 AND CONDUIT EXPO`;ED ABOVE GROUND SHALL B= RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS. 4. CONDUITS INSTALLED AT BTS EQUIPMENT THAT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE :TUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CANNOT BE INSTALLED INITIAI.LY, PROVIDE NYLON PUL'- CORD IN CONDUITS. PROPOSED (2) a1 AWG AND J cARSTrsirr CONDUIT SIZES SPECIFIED ON RISER DIAGRAM. (1) (/8 AWG GND SITE NUMBER: 137SU MODEL NUMBER: NORTHERN TECHNOLO;IES VOLTAGE: 240V/120 PHASE: 1 WIRE: 3 MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS A/C: YES MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: YES ENCLOSURE TYPE: NEMA 3R N to GROUND BOND: YES PANEL STATUS: NEW INTERNAL TVSS: YES fj�T LOAD DESCRIPTION BREAKER AMPSPS BREAKE BREAKE ISTATUS LOAD WATTS BREAKER BREAKER BREAKE AMPS LOAD DESCRIP-ION CKT L1 L2 1 BTS 100 2 NEW 7,680 -- NEW 2 60 SURGE SUPPRESSION 2 3 -- -- - NEW -- 7,680 NEW -- -- -- 4 5 BBU 1 20 2 NEW 1,360 -- NEW 1 2D METER CENTER LIGHT GFCI 6 7 -- -- -- NEW -- 1,500 NEW 1 20 WORK LIGHTS 8 9 BBU 2 20 2 NEW 860 -- NEW 1 20 GFCI 10 11 -- -- -- NEW -- 500 N/A -- -- SPACE 12 13 SPACE -- __ N/A -- -- N/A -- -- SPACE 14 15 SPACE -- -- N/A -- -- N/A -- -- SPACE 16 17 SPACE -- -- N/A -- -- N/A -- -- SPACE 18 19 SPACE -- -- N/A -- -- N/A -- -- SPACE 20 21 SPACE -- -- N/A -- -- N/A -- -- SPACE 22 �L3SPACE -- -- N/A -- -- N/A -- -- SPACE 24 PHASE TOTAL 9,900 9.680 LOAD CALCULATIONS NOTES' 1. BRANCH CIRCUIT BREAKERS SHALL BE UGHTING RATED 22 KAIC MINIMUM. RECEPTACLES ----- 1,720 VOLTAMPS x 1.25 = 1,875 VOLTAMPS 2. ALL CIRCUIT BREAKERS SHALL MATCH 813U --- 0 VOLTAMPS x 1.00 = 72b_ VOLTAMPS DISTRIBUTION PANEL MANUFACTURER. MMBS _ 2,000 VOLTAMPS x 1.00 = 2.000_ VOLTAMPS "CLASSIFIED PRODUCT' BREAKERS SHALL MOTOR -FAN _ 15,360 VOLTAMPS x 1,25 = 19,200 VOLTAMPS NOT BE USED. 6- VOLTAMPS x 1.25 = 0� VOLTAMPS 3. ALL WIRE SIZES SHALL BE #12 UNLESS OTHERWISE SPECIFILD. TOTAL LOAD (VA) 23,795 TOTAL LOAD (AMPS) 99.1 AT 120/240V tm ,,. SHENTEL 500 SHENTEL WAY P.O. BOY. 459 EDINBLPG. VA 22821.-0280 (540) 984-5123 79 421MIrre. LLC me 3 11.09.17 REDUNE REVISION KE 2 9.25.17 REDUNE REVISION KE 1 9.22.17 REDUNE REVISION KE 0 19.22.1171PRELIM CDS I KE PROD. NO.: 10019 ONE -LINE DIAGRAM N T.s CHECKED BY: G.W.Clower, P.E. PANEL SCHEDULE SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: ! 'SINGLE LINE AND PANEL SCHEDULE SHEET NUMBER: E 2 0 • u 0 • 21" SPARE COND AT (THREADED LB) ELECTRIC FLEX CONDUIT FROM 2" CONDUIT STUD. -UP �J� TO BTS IS TO BE 2" FLEX WITH STRAIGHT CONNECTOR 3/4" LIQUID TIGHT I 3 2'-4" FLEXIBLE CONDUIT FOR TELCO FLEX CONDUIT FROM 2" 3 GROUNDING C (TY� 3 BONDUIFLEX UWITH PLBOATBT THE BIOS r 2'-6" ;- 3 4" NEW METER CENTER TERMINAL BOX SQUARE D EZM600T8 NEW SQUARE D EZML114225 4 GANG METER BANK NEW SERVICE LATERAL ®Lo ®C 00 0000 N , 'o LLI NEW GROUNDING ELECTRODE - CONDUCTOR NEW COPPER GROUNDING ELECTRODE V -10" �} 3-4, T, L 3" 3 PROPOSED 2" POWER CONDUIT TO J POWERHOJSE PROPOSED 4" CONDUIT FROM METER UNIT PROPOSED 2" TELCO CONDUIT TO EITS PROPOSED 4" CONDUIT FROM TELCO DEMARC TYPICAL MMBTS EQUIPMENT PAD LAYOUT N.T S. DUAL 50OW LED LIGHT, (1) FIXTURE INSTALLED - AIME-) AT TOWER -5„ PIPE CAP (TYP) NEW SQUARE D EZML114225 4 GANG METER CENTER NEW SHENTEL METER AND 200A CIRCUIT BREAKER tj P1000 GALVANIi'ED UNISTRUT (FIELD VERIFY MOUNT HEIGHTS) 3"0 GALVANIZED PIPE OR RGS CONDUIT 3 UTILITY BAZKBOARD DETAIL N T.:;. LOAM AREA PAVED AREA FINISH GRADE 8" m M TWO COURSES Or 1)12" BITUMINOUS PAVEMENT 6 ML YELLOW MAGNETIC WARNING TAPE "HIGH VOLTAGE" SAW/CUT TO STRAIGHT EVEN EDGE BEFORE PAVING 8" GRAVEL BASE w/l// — 12„ SCHEDULE 80 CONDUITS FOR NEW ELECTRICAL AND FIBER SERVICES. PROVIDE APPROVED PULL BOXES AS REQUIRED, AND COORDINATE 12" MIN INSTALLATION WITH ALL UTILITY COMPANIES I'OR INTERFACING AT TERMINATION POINTS. PROVIDE FULL LENGTH PULL ROPES. PROPOSED 24"W UPPER ICE BRIDGE PROPOSED 1-518" GALV. STEEL UNISTRUT WITH 1 /2" GALV. STEEL U-BOLTS AND LOCK WASHERS (TYP.) PROPOSED ENS CAPS (TYP.) (2) PROPOSED 1)�"O LIGHTWEIGHT FLEXIBLE CONDUITS FOR POWER AND FIBER W/(2) PULL STRINGS PER CONDUIT (I FIBER, 1 POWER) PROPOSED 1X"o FYBRIFLEX CABLES (TYP. OF 1 PER SECTOR, TOTAL OF 3) �- — 6' MAX. -1 2'-7 h"Wx 11 '4i6"Dx 3'-3 )6"H NEMA 3R FIBER DISTRIBUTION BOX COMPACTED BACKFILL - COMPACTED PROCESSED GRAVEL, 4" MIN, ON ALL SIDES NOTE: DETAIL AS SHOWN IS FOR SECONDARY ELECTRIC SERVICE. �iil�=nn=n=n=i1�Ii=1i=n-it=nc�� 500 SHENTEL WAY P.O. BOX 459 EDIN"G, VA 22824-0280 (5401 9B4--5123 T-sQim SERVICES. t_wIr DDIMIDNT O MIS Yd MED OTES AMES. LLC ^ SUBMII TALS .— T 3 11.09.17 REDLME REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22-17 PRELIM COS KE I PROJ. 10019 f NO r,LRIED CONDUIT DETAIL N.T.S ,(CHECKED BY: G.W.Clower, P.E. I PROPOSED 3"0 ICE BRIDGE POST (TYP) PROPOSED 16"0 CONCRETE FOUNDATION (TYP) FINISH GRADE 7'-D" s r f VARIES PER FROST DEPTH 1 ! E 8 MIN. I— DISTRIBUTION BOX H-FRAME DETAIL N T.. SITE INFORMATION: AMHERST SITE NO. 15149 219 POUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: EQUIPMENT DETAILS SESHEET MBER: -3 0 • r lb i ELECTRICAL SYMBOLS q i ABBREVIATIONS �j GROUND TEST WELL WITH GROUND BAR ® GROUND ROD WITH ACCESS AWG AMERICA14 WIRE GAUGE ECTW BARE COPPER TINF.ED WIRE XIT GROUND ROD CPS GLOBAL FOSITIONINC SYSTEM ® GROUND ROD FCS PERSONAL COMMUNICATION SYSTEM Q DISCONNECT SNITCH F'PC POWER PROTECTION CABINET ® METER ON METER/BREAKER UNIT PRO PRIMARY RADIO CABINET FWY RACEWAY CIRCUIT BREAKER TYP. TYPICAL FIGS RIGID GALVANIZED STEEL GE GENERATOR EMT ELECTRICAL METALLIC TUBING OWG DRAWING /j, MECHANICAL T"PE CONNECTION I;R INTERIOR GROUND RING (HALO) • CADWELD TYPE CONNECTION ACCA ANTENNA CABLE COVER ASSEMBLY MIGB MASTER ISOLATED GROUND BAR ---- GROUND114G WIRE CIBGE COAX ISOLATED GROUND BAR EXTERNAL —{I}--- CB INTERLOCKING MECHANISM FITS BASE TRANSMISSION SYSTEM GE GENERATOR KEYED NOTES: GR GROWTH PROPOSED GROUND RING `ICW STRANDED INSULATED COPPER WIRE \ 10 PROPOSED TOWER GROUND RING \ tb PROPOSED COMPOUND GROUND RING - #2 AWG INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING, INSPECTION WELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER. 5/8" COPPER CLAD GRC:UND ROD, MAX SPACING: 10'-0" O.C. ,�) #2 AWG COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE/FENCE POST. 16 NEW 3/0 BARE COPPER GROUNDING ELECTRODE CONDUCTOR IN 1" PVC V 1/4" X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR. 108 1/4" X 4" X 20" TINNED COPPER (UPPER) TOWER GROUND BAR. 1/4" X 4" X 20" TINNED COPPER (LOWER) TOWER GROUND BAR MOUNTED ON TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES. 10 p2 AWG COPPER GROUND WIRE TO UPPER TOWER GROUND BAR .-SHENTEL 500 SHENTEL WAY P.O. Box 459 EDINBURG. VA 2282�-flan (540) 9B1,-5123 SERVICES. IIC SUBMITTALS 3 11 09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM COS KE 1t x2 AWG INSULATED STRANDED COPPER GROUND GATE JUMPER IPROJ. 10019I NO.: Q #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) ,13 TEST WELL WITH GROUNE BAR (2 TYPICAL) CHECKED BY- G.W.Clower, P.E. 14 A2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING NOTE S: ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE T14ERMAL WELDS AT GROUND RODS AND AT A MINIMUM OF 30" OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER. ALL INSTALLATIONS SHALL 3E FIELD VERIFIED. S. ALL GROUND WIRE SHALL BE p2 AWG SOLID BARE COPPER TINNED UNLESS NOTED OTHERWISE, 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNW4RD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 5THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT. 6, EACH EQUIPMENT CABINET SHALL BE CONNECTED TO TH: GROUND RING WITH b2 AWG INSULATED STRANDED COPPER WIRE. SEE DETAIL 1 ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS. '. ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR. B. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS `I. ALL CADWELD CONNECTION`; SHALL BE INSTALLED UTILIT;ZING 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. it. 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. e 13.STANDARD BUS BARS (CIGGE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. It. THE GROUNDING CONNECTION TO THE POWER AND TELCD SECTIONS OF THE PPC CA13INET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RIN(: TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT. 1 15. ALL GROUND LEADS (ABOVE GROUND) WILL BE PLACED IN 3/4" LIQUID TTE 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. TYPICAL EQUIPMENT GROUNDING DETAIL l� GROUNDING NOTES N.1. S. �� N 7 S. SITE INFORMATION: AMHERST SITE NO. 15149 L19 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: 'GROUNDING PLAN i AND DETAILS SHEET NUMBER: G-1 • TO ANTENNA t NOTES: HYBRIFLEX CABLE DO NOT INSTALL CABLE GROUND KIT AT O A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. WEATHERPROOFING KIT (SEE NOTE 3) GROUNDING KIT SHALL BE TYPE AND � y� PART NUMBER AS SUPPLIED OR CABLE GROUND KIT RECOMMENDED BY CABLE MANUFACTUREi. WEATHER PROOFING SHALL BE #6 AWG STRANDED COPPER FWO-PART TAPE SUPPLIED WITH KIT. GROUND WIRE (GROUNDED TO COLD SHRINK SHALL NOT BE USED GROUND BAR) (SEE NOTE I & 2) TO PRIMARY CABINET n CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE N 1. ;. ANTENNA CENTER SUPPORT INSIDE SILO CABLE GROUND 1011 KITS #6 WIRE FROM GROUND KIT TO GROUND BAR HYBRIFLEX CABLE LOWER EGB (MOUNTED TO TOWER) ANTENNA SUPPORT PIPE 1 1 I I ' 11 I 1 I / / I / 06 WIRE TO GROUND BAR (TYP.) i UPPER EGB (MOUNTED TO TOWER) GROUND KIT LOCATED BEFORE HORIZONTAL BEND ICE BRIDGE/CABLE TRAY FIBER DISTRIBUTION BOX 11 11OUIPMENT CABINET ICONDUITS -} 1 ..o Is d I (2) (J2 AWG TINNED SOLID I ! #2 AWG TINNED SOLID COPPER GROUND LEADS I COPPER GROUND LEADS - �e TO EXISTING/PROPOSED I TO EXISTING/PROPOSED \ GROUND RING IN GROUND RING IN \ o LIOUID-TITE LIQUID-TITE EOU/RMENT GROUND RING #2 AWG TINNED SOLID COPPER GROUND % LEADS TO EXISTING/PROPOSED GROUND TOWER GROUND RING J RINC IN LIQUID-TITE (TYP.) n TYPICAL GROUNDING RISER DIAGRAM TO ANTENNA - MONOPOLE ANTENNA GROUND � BAR (CIGBE) TOP OF MONOPOLE STANDARD GROUND KIT -� (TYP) LUG M6 AWG STRANDED Cu GROUND LUG OR EXOTHERMIC WELD WIRE WITH GREEN, 600V, THWN INSULATION (TYP) ANTENNA GROUND BAR (CIGBE) BOTTOM OF MONOPOLE COAX CABLE (TYP FOR ALL) EXOTHERMIC WELD TO SHELTER ENTRY #2 AWG Cu SOLID BARE PORT VIA TRAY OR TINNED COPPER WIRE ICEBRIDGE MONOPOLE � FOUNDATION #2 AWG BCW SOLID TINNED �y #2 AWG BCW SOLID GROUND RING TINNED EXOTHERMIC WELD TO MONOPOLE _ _ BASE PLATE �- EXOTHERMIC WELD (TYP.) NOTE 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION ORIENTATION PROVIDE AS REQUIRED. ANTENNA CABLE GROUNDING ( % \� N.. GRADE z rMECHANICAL CONNECTION LGROUND RING N2 AWG BCTW GROUND ROD COPPERWELD 5/8"000'-0" LONG 5 GROUND ROD DETAIL NI S. n I I GROUND FEEDS THROUGH DISTRIBUTION BOX FRONT VIEW WITH DOOR REMOVED TO SHOW DETAIL TO BGR #2 TINNED COPPER WIRE GOES INSIDE BOX TO EXISTING DOUBLE TERMINAL BLOCK. UTILIZE SEAL-TITE AND FITTING DISTRIBUTION BOX — FRONT VIEW INSTALL GRID n scxc «.rs. c-z #2AWG BTCW CADWELD TO BURIED GROUND RING (9GR) i I R 3 FIBER DISTRIBUTION BOX GROUNDING DETAIL N 1,S FLAT WASHER (TYP.) FLAT WASHER (TYP.) %"xl-Y4" HEX BOLT LOCK WASHER (TYP,) GROUND BAR NUT (TYP.) EXPOSED BARE COPPER TO BE KEPT GROUNDING CABLE TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYP.) �,DN NOTES: 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COKIPOUND 10 BE USED AT ALL MECHANICAL CONNECTION LOCATIONS. 3. ALL CONNECTIONS TO GROUND BARS INSTALLED ON ONE SIDE ONLY 4. ALL GROUND LEADS SHALL FLOW IN A 'DOWNHILL" DIRECTION TOWARDS THE MAIN GRCUND SOURCE. GROUND WIRE TO GROUND BAR N_ T, :. _,,. SHENTE L 5500 SHENTEL WAY .O. BOX 1159 EDINBURG. VA 2282-0280 (Sa01 984-5123 M6 1 ALS �3 11 09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM COS KE PROD. 10019 NO.: CHECKED BY: G.W.CIa.er, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 09 ROUNID HI-L RD WINCHESTER, VI. 22602 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 • • • FROM ANTENNA NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. JUMPS-R REQUIRED ONL4WHEN---/ 1 1/4.0 AND LARGER WEATHERPROOFING K T, CABLEWAVE (TYP ) STANDARD CABLEWAVE CABLEWAVE CONNECTGROUND KIT (TYP.) WEATHERPROOFING K (SEE NOTE) AN—ENNA CABLE TO CABLE TRAY (TYP.) 6 AWC E e : HARGER BUSS BAR MOUNTED NEAR/BELOW ANTEP.NA GROUNDING DETAIL N.T 5 5 2 7/16" 3/4" 0 0 0 2" 0 0 0 0 0 0 0 0 0 u 0 0 0 0 o 0 0 3 r 0 i1 0 0 1 LEGEND 1- COPPER GROUND BAR, Y,"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. / Z INSULATOR GROUND BAR DETAIL (AS REQUIRED) N.?.5 8" DIA. x 24" DEEP INSPECTION WELL P.V.C. SOIL PIPE WITH CAP OR EQUIVALENT EXISTING GRADE I z 0 CADWELD (TYP.) 5/8" DIA. x 10' LONG COPPER CLAD GROUND ROD CADWELD -#2 AWG SOLID TINNED COPPER WIRE TEST LOOP EXTENSION r-3/4" CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2" OF TOP OF SROUND LOOP WIRE #2 SOLID TINNED CO'>PER #2 AWG SOLID TINNED COPPER WIRE CADWELD CONNECTION (TYPE—GT) TO GROUND ROD ROUND TEST WELL_ DETAAIL 111- 4 3/4" 7/16" Z, r 0 0 0 0 0y 0 0 0 0 PN 0 0 0 0 0 0 ®0 0 0 0 pT O 0 0 0 0 �J LEGEND 1— COPPER GROUND BAR, Y."X 4"X 20". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2— 5/8" LOCKWASHERS. 3— WALL MOUNTING BRACKET. 4- 5/8-11 X i" H.H.C.S.BOLTS. n UNINSULATED GROUND BAR DETAIL (AS REQUIRED ANDREW GROUNDING BAR #UGSKIT2 OR EQUAL ANTENNA MOUNT GROUND CABLE GROUNDING NG KITS m TO GROUNDING KITS CADWELD FOR LOWER EGB TO GROUND PING (TYP. OF 2) 3 EQUIPMENT GROUND BAR N . SPARES CADWELD TO GROUND RING m 0 rl CADWELD TO GROUND RING SITE PRO UGB KIT OR EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN n MASTER GROUND BAR (MGB) N.t,S, .SHENTEL 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 2182L41280 540) 04-S123 3 11.09.17 REDLINE REVISION K 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REOLINE REVISION KE � 0' 9,22.17 PRELIM COS KE ' PRa. 10019 NO.: CHECKED 8Y: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESIER, VA 22602 SHEET TITLE: I ' GROUNDING DETAILS SHEET NUMBER: G-3 • EMERALD AR RYITAE OVERALL DESCRIPTION • PLANT TOP OF ROOT BALL 3 INCHES ABOVE FINISHED xt/2 ' WHITE PVC SECTION TAKE TREE (3X ® 120) WITH STEEL EE" STAKES DOUBLE GALV. WIRE — NIST IN MIDDLE WITH PLIERS TO =CURE — ALLOW 1" TRUNK MOVEMENT. DUTE WIRE THRU FABRIC. PROTECT 2EE COLLAR W/GROMMETS. PLACE FAKES B" MIN. STALL CROWN OF ROOTBALL 4" 3OVE SURROUNDING FINISH GRADE. — —X' WOOD MULCH, KEEP 6" FROM TRUNK OUTSIDE OF PIT EXCAVATION FINISHED GRADE EXISTING SUBSOIL "JDED SOIL — SEE SPECIFiCAT10NS & PLANTING NOTES. NOTE: REMOVE ALL WIRE, TWINE & PLASTIC FROM ROOTBALL, AFTER PLANT IS SET, PULL BACK AND REMOVE BURLAP FROM TOP 1/2 OF ROOTBALL. SPLIT REMAINING BURLAP, TREES WITH CRUMBLED OR BROKEN ROOTBALLS WILL BE REJECTED. PRUNE DEAD OR DAMAGED LIMBS. COMPLETELY REMOVE WIRE BASKET. PROVIDE 6" HIGH WATER RING IN BUBBLER IRRIGATED AREAS. AREA TO BE MULCHED WITH BARK AND PLANTED WITH A MIXTURE OF LOW GROWING SHRUBS EVERGREEN TREE SCREENING ARBORVITAE — EMERALD ARBORVITAE — 48"--60" TALL ® PLANTING — APPROXIMATELY 9 TREES — GROWTH RATE— MODERATE — MATURE HEIGHT — 10-15 FT — MATURE SPREAD — 3-4 FT r,'\ EVERGREEN TREE PLANTING NT S. NOTES: 1, FINAL DECISION ON TREE STYLE TO BE MADE BY SHENTEL 2. ALL TREES AND SHRUBS SHALL BE PLANTED IN BARK MULCH BEDS ® 8,-0 O.C. 3. ALL LANDSCAPE AREAS LOCATED ALONG THE PERIMETER OF THE FENCE SHALL SLOPE AWAY FROM THE FENCE, 4. THE PREPARATION OF ALL SEEDBEDS SHALL BE IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 5. ALL TREES SHALL BE PROPERLY GUYED AND STAKED, AND THE TREE TRUNKS SHALL BE WRAPPED FROM THE GROUND SURFACE UP TO THE LOWEST BRANCHES. 6. MULCH SHALL BE SHREDDED BARK. rZZ GENERAL NOTES & SYMBOLS N I .. PYRAMIDAL ARBORVITAE REACHING 10-15 FT, WITH A SPREAD OF 3-4 FT. BRIGHT, LUSTROUS, DEEP GREEN FOLIAGE WITH LITTLE OR NO DISCOLORING IN WINTER COMPACT, DENSE GROWTH. EXCELLENT SCREEN OR WINDBREAK WHEN SPACED 2 TO 3 FEET APART. VERY POPULAR TREE — VERY EASY TO GROW WITH A MODERATE GROWTH RATE. MATURE SPECIMENS NOTED TO BE COLD HARDY TO AT LEAST —40 F. INTRODUCED IN 1950 IN POULSEN, DENMARK. PLANT FACTS & SPECIFICATIONS • MATURE HEIGHT • 10 — 15 FT • MATURE WIDTH 3 — 4 FT • GROWTH RATE MODERATE ( 6" — 12" AVG PER YR ) HARDINESS ZONES : 4 — 8 • SUN EXPOSURE : FULL TO PARTIAL SUN • SOIL 'REFERENCE : AVERAGE TO SLIGHTLY SANDY & ACIDIC — WELL DRAINED • FOLIAGE COLOR & TEXTURE : EVERGREEN — SOFT. BRIGHT GREEN, AND ARRANGED IN SOMEWHAT VERTICAL FANLIKE SPRAYS. • FLOWER, CONE, OR BERRY FACTS : CONES — VERY SMALL CONES NOTED ON OLDER SPECIMENS 6 — 7 YRS & UP ). CONES BEGIN AS A GREEN COLOR, AND RIPEN TO A COPPERY BROWN COLOR. • DISEASES / INSECTS : SUBJECT TO BAGWORMS, LEAF MINER, AND SPIDER MITES. ALSO A KNOWN FAVORITE FOR DEER BROWSING. • RECOMMENDED SPACING : 3 FT APART RECOMMENDED FOR MOST TYPICAL PRIVACY SCREEN OR BORDER PLANTINGS. • DEER RESISTANCE RATING : LOWEST RESISTANCE [ 1 — 2 — 3 — 4 — 5 — 6 — 7 — 8 — 9 — 10 ] HIGHEST RESISTANCE FERTILIZATION/FEEDING : FOR MAXIMUM HEALTH & HARDINESS, WE HIGHLY RECOMMEND POOPEAS FOR USE WITH ALL OF EVERGREEN SPECIES. HOWEVER, EITHER WATER SOLUBLE ( MIRACLE GRO, OR EQUIVALENT ), OR GRANULAR FERTILIZERS ( HOLLY TONE IS EXCELLENT ) ARE ALSO GOOD OPTIONS. MOST ANY GRANULAR FERTILIZERS WITH A 6 — 12 — 12, OR 10 — 10 — 10 RATIO ARE ALSO ACCEPTABLE. BEST TO FERTILIZE IN EARLY SPRING, AND AGAIN IN MID FALL — AVOID FEEDING STANDARD CHEMICAL FERTILIZERS DURING HOT SUMMER MONTHS, AND DIRECTLY AFTER TRANSPLANTING. POOPEAS MAY BE USED AT ANYTIME. �SHENTEL 500 SHENTEL WAY P.O. BOX 459 EDINSURG, VA 2282L-028o (540) 984-5123 70 T 4q Irrrz tERNtCZS, LLC ( -S,IBMITTALS I 3 11.09.17. REOUNE REVISION I KE 2 9.25.17'REDUNE REVISION KE EMERALD ARBORVITAE OVERALL DESCRIPTION 1 9.22.171REDLINE REVISION KE N.T.s 0 9.22-17 PRELIM CDS KE � -�PROJ. 10019 N O.: CHECKED BY: G.W.00-- P.E. MAINTENANCE OF LANDSCAPING • ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY SHENTEL. • REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES AND PEDESTRIANS. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. • REPLACEMENT SHRUB SIZE CONSISTENT WITH THAT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION REPLACEMENT TREES AT 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION, UP TO 5" CALIPER. 4 LANDSCAPE MAINTENANCE N T.S. SITE INFORMATION: AMHERST SITE NO. 15149 219 POUND HILL RD WINCHESTER. VA 22602 SHEET TITLE: GENERAL LANDSCAPING SHEET NUMBER: LI • i 0- 0 TREE PITS SHALL BE AT EAST 2 FEET GREATER N DIAMETER THAN BALL ;IZE, AND AT LEAST 2 1/2 FEET BELOW FINISH TRADES. NOTE: AFTER REMOVAL OF BURLAP, TREE SHALL BE PLANTED IN TOPSOIL. TREE SHALL BE GUYED AND PRUNED. THE SOIL IS GRADED IN THE FORM OF A DISH TO CONSERVE WATER. TRANSPLANTING TREE DETAIL N. S. • TURNBUCY,I T TWISTL D W. _BRACING LARGE TREES DETAIL (FOR TRUNKS_..i I • �s1 1Ya�lA Gi ��f. a 0W0 *K!- 00 , �(�- 14t $ MMIi111 " M411till = mfom-O&W. �N"-ammollow aw *a AI**' - s467- IFS f- .1�� �t t M1 4s a11► i rli �... 1s•+•• �. crKrMAI w�mr9'1 ff JAll, 11KA tWM4t .ft Xty w ♦Iwt - t�n11E+ aii ••��t `-^w two apt 60 No-* iffflut w1 4113i tRE� %w woo" rr.•r1.,. .•.,,N,.• ��M ♦ i{Msow1l11 ,I s�AF m . .aR yIM�4 • 1+ rlw �+i •M : � 4. . � lFs1 7 / 111 6MMF1 1� . , % A I I W�M ; •psi r1� !rn w11tM 111• kVla 1� k Ns ti/ w •w' , 0 fI N•• m ' .. A ! 111� AI�♦ !w MW iM Ifr 1 # •Y i a 'r1Y w. i �.it - n ♦ N 1•,MtH •+NNE MMQi MIMI A, a4`0 z. la TNt •. 1« 1•� MnNIM er IetW HI Iw t'1,t l400-1. s isMl/:li. Mst WiW M?N I/1 ♦11At N.... IN, 1 hM t!♦Aa•pV .,kt.., .'. +♦ r•Y-•c, 1F • I , ,_ N• , Aritt ,Kwl Y.. iTC-N•: ..W. ,.n5.•t •. I.1R•- . /AN. I II Nll+! J V, GROWN UNDER CLIMATIC CONDITIONS 11 ni IIII 11SUI CT LOCA110N, FREE Ot DISEASE, I' ANTI IARVAI Otll'. Wllll A f IRA NATURAL BALL, LARGE ,N All 1 1 nfn0•, AND I-EEDING ROOTS. • I•r I••111 MAD:111D IN SIZE. SPREAD AND BRANCH 1t 1 I AIIP. III I M RI D THAT CANNOT BE PLANTED 1'dUu I:110 WIIH SOIL. STRAW OR OTHER • - + 'I• ',It' Id OI A IYI'E IHAT ARE SLOW GROWING, . ,. I••,;Ia.l • IIAY WA'ItN CONSUMPT104 AND COMMONLY . .0 Illf 1'H,t,lllJ IRII IN' WEEDS, STONES, ROOTS, AND A1. tR1I IRM DISEASE AND MIXED TO rwgiy#• w , R: 11.•1 IOI( COVERAGE FOR DIE GRASS TYPE rt alit on1Jy4lUr. tr.> •. a, �� !•, w -fill I. I(IGF TO EDCE AND WITH STAGGERED .�I• 1'♦: . I'll•I I11NiACT WITH SOD BED BY TAMPING • * I' WIT)i ORGANIC HUMUS f:l. A /If IN AS EXCESSIVE DRYING IS EVIDENT. - •• 1.) 1'I WAIIRED UNTIL GRASS IS ESTABLISHED. L IaJ! 7 I 1d)D SHALL BE STAKED IN PLACE UNTIL w M . •14 Il 1 • •.: u'a;,, APPROPRIATE FOR THE SEASON AND r •rr •r. -I A•'. TO PRODUCE A LAWN WITH FULL "AL AND THOROUGHLY WATER AREA. 1 T✓^ + :' + MAW MITI CII STRAW MUST BE KEPT WET ! NIDILI , .. •I I.. I I IIIII UATION AND UME APPLICATIONS s 1•''•' A••: 111 bl HFIAINED AND TREATED FOR THE ►Iy A ,f,MH 11, IIXJI ',, AND REFUSE. AERATE SOL ►- - 1+1' IN 111 Iltl' 5VIL. INRLL SEED AT IALY r '. 1.J1D PIIIOR TO EXCAVATION ••,I t•I In ItN-t11111D WIIH A SOIL MIXTURE OF 2/3 ... t•uP •.nu AND IS ITM MOSS (BY VOLUME) WITH•I«,�':Ir .,A IA`I IR(; ANFI 6 m FERTILIZER FOR EACH n It` •I1 n•«. 1'• 11) 1.1 IMCUTED IN 6 LAYERS. EACH r 1AyI 1, ANT, IIIIN•1)IA•IRY WAIFRED. • - .. + 1.1 AN I', ARE 10 HAVE THE TOP 1/3 OF ., '4 11R TOP OF THE BALL AFTER PLANT IS • N.-u 11 INI, TOWARD PUBLIC (STREET AND PARKING s; ♦ , 1 • . • . : At'f •I ARANCF AND SYMMETRICAL FORM -n.r•.r. u:n •. ANII Slft?U(IS ARE TO HAVE A A- HIGH EARTH 1« It it II 1010 It X. FORMED AROUND THE PR AND FRIED •«I. NI ,.At 11IN OR IARGFR ARE TO BE PROPERLY GUYED •.-1 ININlw'. AN I IU BE WRAPPED FROM THE GROUND UP N1•,1 :I 1111 IINANCIIF'i. •. M A„ ;NA:' WIItN,, SLICKERS, BROKEN OR BADLY DAMAGED „ •N rNl NI WIVOKWAIELY 1/3 OF UST SEASON'S GROWTH +, 1!NNr. INI '.IINI'1111M1G URANCHES. AI .• '.,WI a •.t r14 N, Ir IWTK PINE, HARDWOOD OR OTHER E•• •., 1 A!•1 Y::III I. 1/• 1111 1 W,'INEER ,• •-IMI:11, UP- SHALL BE OF SJFFICIENT unl IIAVL GROWTH STRUCTURE AFFECTED. • 1, N' 0 111AM1 ICR WIIH TREE PAINT. PAINT 11 1• nt t.T H(ISENE. NEOSATE OR OTHER IAri�NN (I* '.•ul! MAINIMr) IAIIII SUHSTANTIAL COMPLEDON IS NI IAM,--1 Al'RA• V.1'• ;'I IRE,ES, SHRUBS, ETC.) INCLUDING WA73 NIN1., •t:1A Y1.. '•I'11A:NM., VIIIINING. CLEANING UP AND OTHER PI::IAw • A'I A% ,•, Al-011N'NV,II f -41r N 11 .' 'III• • I•• ✓Ault All WONK INCLUDING IRRIGATION SYSTEM, r :c. A'Y A' AN.' ; I A!11 W11 PIN S IN WRITING FOR ONE FULL ,.1. tR.. ' nr f•111, 11111 I ;,I I NOAR YEAR WHICH EVER IS LONGER TIN WMr✓N11t III:,•-, WI•, r,,MMT,4f:F. ON THE DATE OF SUBSTANTIAL ,Igllit 1— IN I1L ITT-IAI,AIN)N Of )Ht. LANDSCAPE AND IRRIGATION CUNT NAC.IOR 'IIRII No 1 0- N'J ILA IIIF. OWNER REPLACE WITH LIKE MAII'NIAL ANY UAMAI.I Il. IN: ,1 A I H IIR UEAO PUNT OR GRASS AREAS WIIICN 04('LINI 1Y111 KN 1111 Wn1,NANIY Ir1:R10D ALL REPLACEMENT MA ILRIAL SIIALI III WANIIANRp IIAI THE SAME ORIGINAL REQUIREMENTS BEGINNING W17H fill (All IN IIIN',IAILAIION. �LANDSC:APING NOTES N. T, S. ,.,_SHENTEI. SDO SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 T-"umm SITS ��tvtces, LLC 1 ' I 3 11.09.17'REOLINE REVISION K1 E 2 9.25.17 REDUNE REVISION KE 1 9.22.17:REOUNE RENSION KE 0 9.22.17I PRELIM CDs KE PROJ. I 19 NO.: 100 CHECKED BY: G.W.Clc-.,. P.E. i SITE INFORMATION: AMHERST SITE NO. 15149 213 ROUND HILL RO WINCHESTER, VA 22602 SHEET TITLE: GENERAL LANDSCAPING SHEET NUMBER: L-2 Always connected to you RF Brief for Proposed Amherst Site #f WAISSH149 Frederick County, VA is a hub to some of Virginia's major highways. Among these,1-81 and Route 37 are the busiest roads carrying traffic north and south through the county to other nearby metropolitan areas. As the county progresses, the neighborhoods surrounding the intersection of Route 37 and Highway 50 are rapidly Increasing the amount of data used by wireless devices. The continued growth In this part of Frederick County has stimulated the need for additional resources and infrastructure for wireless data access. This area is especially important because the existing site serves the many users at Valley Health Winchester Medical Center, Wal-Mart and the recently constructed restaurants, Virginia Department of Transportation Center, the Farmer's Livestock Exchange, and Spring Arbor Senior Living Center. There are also users at the courtyard by Marriott hotel, as well as Candy Hill Campground, which has 200 plus campsites. Furthermore, the continued expansion of outpatient clinics at the medical center will create an even larger demand. Shentel currently operates a site collocated on a power pole in the interchange of southbound Hwy 37 off ramp. This installation has severe limitations due to the nature of the structure. This pole is a transmission tower and is not capable of supporting the additional antennas and radios needed for upgrade. The proposed site will increase capacity and improve customer experience inside the buildings that are in this area. This proposed site is in the center of other sites that do provide offloading as well as some coverage to this area. The surrounding sites have all been upgraded with the additional • technology and upgrading this location as proposed is extremely important to the network. The attached plots clearly show these surrounding sites and visually represents the need. Shentel, as well as the entire wireless industry, has seen an increase in data usage over the past few years that doubles every nine months. This is the case for the existing sites surrounding the proposed site location. These neighboring sites have experienced maximum usage resulting in slow data speeds or limited access. The proposed site (Site Number: WAISSH149) referred to as "Amherst" is located on the Bishop property at 219 Round Hill Road. The tower is to be placed In the rear behind the salvage yard and to the west of the Shenandoah Valley Electric substation. In conclusion it is evident from the data capacity analysis and the RF simulation map that the proposed replacement site WA15SH149 Amherst will improve data availability and in -building service. The, proposed site at 138 feet will provide adequate in -building RF signal in this location and surrounding hospitaVresidential and commercial areas, thus fulfilling 5hentel's desired coverage objective and company standards for reliable wireless service, Regards r- James Boley . 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Topo USA® 6.0. www.delorme.com 51 7 \ z 9 {,y is o 3 , •J z Stile 1 : 24.000 1" = 2,000.0 ft Data Zoom 13-1 • 0 WINCHESTER REGIONAL AIRPORT 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540)662-5786 December 7, 2017 Lynn Koerner Shenandoah Mobile, LLC 3126 South Ox Road Edinburg, Virginia 22824 Re: Conditional Use Permit 138" AGL Monopole 219 Round Hill Road, Winchester, VA Back Creek Magisterial District Dear Mr. Koerner: On behalf of the Winchester Regional Airport Authority 1 offer the following comments on the above referenced application for a conditional use permit for construction of a 138' monopole. Based on the specifications Included with the application the structure will have a max height of 142'to accommodate wireless equipment. 1. Our office received a copy of the completed aeronautical study your firm filed in accordance with Is the Code of Virginia, Section 15.2-2294 and Federal Title 14 of the Code of Federal Regulations CFR Part 77, with the Federal Aviation Administration for an airspace study analysis. 2. Cranes and/or temporary construction equipment exceeding the maximum height provided by the applicant will require separate filing with the FAA for review and comment prior to start of construction. 3. Any and all requirements specified by the FAA in the final airspace determination must be complied With at all times and should be included in all construction specification documents. 4. For continued safe and efficient operations of all aircraft and helicopters transitioning through the airspace of the Winchester Regional Airport, the Authority requests all towers be lighted and/or marked in accordance with FAA Advisory Circular 70f7460-1 L, Change 1 as a condition of approval by Frederick County as recommended by the FAA. Provided all conditions are met, the Winchester Regional Airport Authority has no objections to the Conditional Use Permit Application. Should you have any questions or need additional information, please contact this office (540) 662-5786. Sincerely, S. R. Manuel Executive Director Em: Chad Carper, FAANVADO • Scott Denny, VDOA Adam Switzer, Delta Airport Consultants E COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 January 22, 2018 Mr. Lynn Koener Shenandoah Mobile LLC 3126 South Ox Road Edinburg, Virginia 22824 RE: Request for Historic Resources Advisory Board (HRAB) Comments Shentel — Conditional Use Permit Application; PIN#: 54-A-254 Zoning District: RA (Rural Area) Dear Mr. Koener: The Frederick County Historic Resources Advisory Board (HRAB) considered the above referenced Conditional Use Permit Application during their meeting on January 16, 2018. The HRAB reviewed information associated with the Rural Landmarks Survey, information from the Virginia Department of Historic Resources (VDHR) and information provided by the Applicant. The proposal seeks to construct a 138-foot commercial telecommunications tower with accessory equipment building on a property located at 219 Round Hill Road, Winchester in the Gainesboro Magisterial District. Historic Resources Advisory Board Comments: The Study of Civil War Sites in the Shenandoah Valley published by National Park Service Study of Civil War Sites in the Shenandoah Valley does not identify a core battlefield within this area. The property is located within the study area of the Second Battle of Winchester. The Rural Landmarks Survey Report for Frederick County Virginia identifies two mapped properties within a one -mile radius of the subject site: • Walnut Grove (#34-0098) — potentially significant • Stoney Acres (#34-0088) —potentially significant After reviewing this information and the Applicant's materials and proposals, the Historic Resources Advisory Board (HRAB) recommended approval of the Conditional Use Permit as presented. Thank you for the chance to comment on this application. Please call if you have any questions or concerns. Sincerely, • Candice Perkins, AICP, CZA Assistant Director CEP/pd 0 Submittal Deadline .1 )-(0 j ? P/C Meeting ;1 "m I` BOS Meeting iy APPLICATION FOR CONDITIONAL USE PERMIT FREDERICK COUNTY, VIRGINIA 1. Applicant (check one): Property Owner Other NANE• Shenandoah Mobile, LLC (Shentel) ADDRESS: PO Box 459, 500 Shentel Way, Edinburg, VA 22824 TELEPHONE: Lynn Koerner Consultant for Shentel - 540-335-0030 2. Please list all owners, occupants, or parties in interest of the property: Gregory A. Bishop • 3. The property is located at: (please give exact directions and include the route number of your road or street) 219 Round Hill Road. - Proceed west on Amherst Street to Hwy 37. Continue straight on Northwestern Pike (Hwy50) for 112 mile. at the light, turn left and proceed on RT 803, Round Hill Road, for 1000 feet and turn left. Bear left around the building and follow existing gravel road to eastern edge of property. Turn left and up a slight slope to the tower site on the left. 4. The property has a road frontage of 179.4 feet and a depth of 1320 feet and consists of 7 acres. (Please be exact) 5. The property is owned by Gregory A. Bishop as evidenced by deed from west and Salvage Inc (previous owner) recorded in deed book no. 352 on page 354 , as recorded in the records of the Clerk of the Circuit Court, County of Frederick. RI • Property Identification Number (P.I.N Magisterial District Back creek Current Zoning RA 52 A 254 5 0 7. Adjoining Property: USE ZONING North Residential RA East Sub station - Shenandoah Valley Elec RA South Golf Course RA West VDOT Maintenance Facility 133 8. The type of use proposed is (consult with the Planning Dept. before completing): Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound 9. It is proposed that the following buildings will be constructed: No buildings are proposed to be constructed at this site. 10. The following are all of the individuals, firms, or corporations owning property adjacent to both sides and rear and in front of (across street from) the property where the requested use will be conducted. (Continue on back if necessary.) These neonle will be notified by mail ofthic annlicatinn- Name and Property Identification Number Address NameG&G Auto Recycling Inc PO Box 1652 Winchester, VA 22602 Property452 A 254A Name Keller, Herman L and Shelby J 106 Stonewall Drive Winchester, VA 22602 Property #53B 2 20A Name Bishop, Gregory A and Nancy K 108 Stonewall Drive Winchester, VA 22602 Property#53B 2 21 Name Scruggs, Amber 112 Stonewall Drive, Winchester, VA 22602 Property # 53B 2 23 and 53B 2 24 Name Ruggles, Trudy Poe 858 Fox Drive Winchester, VA 22603 Property # 53 A 86 Name Perry, Stuart M. Inc 117 Limestone Lane Winchester, VA 22602 Property # 53 A 88 and 53 A 254B Name Commonwealth of Virginia PO Box 2249 Staunton, VA 22402 Property # 52 A 71 A 2 is 0 0 • 11. Please use this page for your sketch of the property. Show proposed and/or existing structures on the property, including measurements to all property lines. • SEE INCLUDED DRAWINGS - 15149 - AMHERST n 0 12. Additional comments, if any: NONE I (we), the undersigned, do hereby respectfully make application and petition the governing body of Frederick County, Virginia to allow the use described in this application. I understand that the sign issued to me when this application is submitted must be placed at the front property line at least seven (7) days prior to the first public hearing and maintained so as to be visible until after the Board of Supervisors' public hearing. Your application for a Conditional Use Permit authorizes any member of the Frederick County Planning Commission, Board of Supervisors or Planning and Development Departmm.t to inspect your property where the proposed use will be conducted. f Signature of Appl&c' -t, 77 Signature of Owner Owners' Mailing Address 1' 8 Otonewall Drive, Winchester, VA Owners' Telephone No. 5 G' 533-8107 TO BE COMPLETED BY THE ZONING ADMINISTRATOR: USE CODE: RENEWAL DATE: • (ARN", Special Lnrt itced Power of Atttorney Cmu>f�� of Fn°eden9ie��, Vflrgill�ia A-N),..11 Frederick Planning Websn$e: Department of Planning & Development, County of Frederick, Virginia 107 North Rent Street, Winchester, Virginia 22601 Phone (540) 665-5651 Facsimile (540) 665-6395 Know All Men By These Presents: That I (We) (Name) Gregory A Bishop (phone) 540-533-8107 (Address) 108 Stonewall Drive, Winchester, VA 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. 532 on Page 354 , and is described as Parcel:254 Lot: Block: Section: do hereby make, constitute and appoint: (Blame) Lynn Koerner (Consultant for Shentel) Subdivision: (phone) 540-335-0030 (Address) 3126 South Ox Road, Edinburg, 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: 1 I Rezoning (including proffers) JEN=LESUE PAYNE Conditional Ilse Permit cMastenDevelopment Plan (Preliminary and 1+'inal) CoVirginia J Subdivision 6 =Site Plan My Cot. 31, 2021 _[r✓,�,Variance or Appeal 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 In witness thereof, Signature(s State of Virginia, expire one year from the day it is signed, or until it is otherwise rescinded or modified. ) have hereto set my (our) hand and seal this / _,' day of ,,fit, , 20Z, 7 \ ii of To -wit: 1, _IW1,110V i2] E VA\t 1.,7 , a Notary Public in and for the jurisdiction aforesaid, certify that the person(s) who signed to the foregoing instrument personally appeared before me and has acknowledged the same before me in the jurisdiction aforesaid this 15 day of NaffvAff, 20 li My Commission Expires: UqCM 3i , ttry blic 0 • ORDINANCE Action: PLANNING COMMISSION: February 21, 2018 BOARD OF SUPERVISORS: March 14, 2018 ORDINANCE Public Hearing Held Recommended Approval ❑ APPROVED ❑ DENIED CONDITIONAL USE PERMIT #09-17 GREGORY A. BISHOP — 219 Round Hill Road SHENANDOAH MOBILE, LLC WHEREAS, Conditional Use Permit 909-17 to enable construction of a 138-foot Monopole -Type Commercial Telecommunications Facility, submitted by Shenandoah Mobile, LLC, was considered. The Property is located at 219 Round Hill Road, Winchester, Virginia and is further identified with Property Identification Number 52-A-254, in the Back Creek Magisterial � District; and WHEREAS, the Frederick County Planning Commission held a public hearing on the Conditional Use Permit on February 21, 2018, and recommended approval of the Conditional Use Permit; and, WHEREAS, the Frederick County Board of Supervisors held a public hearing on this Conditional Use Permit during their regular meeting on March 14, 2018; and, WHEREAS, the Frederick County Board of Supervisors finds the approval of this Conditional Use Permit to be in the best interest of the public health, safety, welfare, and in conformance with the Comprehensive Policy Plan; NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors that Chapter 165 of the Frederick County Code, Zoning, is amended to revise the zoning map to reflect that Conditional Use Permit Application #09-17 to enable construction of a 138-foot Monopole -Type Commercial Telecommunications Facility on the parcel identified by Property Identification Number 52-A-254 with the following conditions: PDRes #07-18 9 1. All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating personal wireless 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 within twelve (12) months of abandonment of operation. 5. In the event a telecommunications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, the CUP will be deemed invalid. 6. Any expansion or modification of this use will require a new Conditional Use Permit. In addition, should the Board of Supervisors find the waiver to the required setback is acceptable, a motion to recommend approval of the setback reduction of 69' to allow the tower to be 134' from the identified property would be appropriate. Passed this 14th day of March 2018 by the following recorded vote: Charles S. DeHaven, Jr., Chairman J. Douglas McCarthy Shannon G. Trout Robert W. Wells PDRes #07-18 Gary A. Lofton Judith McCann -Slaughter Blaine P. Dunn A COPY ATTEST Kris C. Tierney Frederick County Administrator 2 • �oX CONDITIONAL USE PERMIT #09-17 Cod GREGORY A. BISHOP- 219 Round Hill Road w Shenandoah Mobile LLC a w Staff Report for the Planning Commission Prepared: January 22, 2018 Staff Contact: Mark Cheran, Zoning Administrator is • 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 matter. Reviewed Action Planning Commission: 02/21/18 Pending Board of Supervisors: 03/14/18 Pending EXECUTIVE SUMMARY: This is a request for a Conditional Use Permit to enable the construction of a 138-foot Monopole -Type Commercial Telecommunications Facility. Should the Planning Commission find the use to be appropriate, Staff would suggest the following conditions: 1. All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating personal wireless services providers. A minor site plan shall be approved by Frederick County. 4. The tower shall be removed by the Applicant or property owner within twelve (12) months of abandonment of operation. 5. In the event a telecommunications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, the CUP will be deemed invalid. 6. Any expansion or modification of this use will require a new Conditional Use Permit. Following this public hearing, it would be appropriate for the Planning Commission to offer a recommendation concerning this application to the Board of Supervisors. Page 2 • CUP #09-17, Gregory A. Bishop -Shenandoah Mobile February 6, 2018 LOCATION: This property is located at 219 Round Hill Road, Winchester, Virginia. MAGISTERIAL DISTRICT: Back Creek PROPERTY ID NUMBER: 52-A-254 PROPERTY ZONING & PRESENT USE: Zoned: RA (Rural Areas) Land Use: Auto Salvage Yard ADJOINING PROPERTY ZONING & PRESENT USE: North: RA (Rural Areas) Use: Residential South: RA (Rural Areas) Use: Utility Sub -station East: RA (Rural Areas) Use: Golf Course West: B3 (Industrial Transition) Use: VDOT Maintenance Facility PROPOSED USE: This is a request for a Conditional Use Permit to enable the construction of A 138-foot Monopole -Type Commercial Telecommunications Facility. REVIEW EVALUATIONS: Virginia Department of Transportation: The application for a conditional use permit for this property appears to have little measurable impact on Route 803, the VDOT facility which would provide access to the property. Existing entrance is adequate for the proposed use. However, should use ever expand in the future, the entrance may have to be upgraded to VDOT commercial standards. Frederick County Inspections: Structure shall comply with The Virginia Uniform Statewide Building Code and Section 312, Use Group U (Utility and Miscellaneous) of The International Building Code 2012. Per the Section 102.3 of The Virginia Uniform Statewide Building Code, 2012 Edition, Section 102.3 VUSBC exempts equipment, related wiring, and poles and towers supporting the related wiring installed by a provider of publicly regulated utility service. The exemption shall apply only if under applicable federal and state law the ownership and control of the equipment and wiring is by the service provider or its affiliates. Such exempt equipment and wiring shall be located on either public right-of-way or private property for which the service provider has the rights of occupancy and entry; however, the structures, including their service equipment, housing, or supporting such exempt equipment and wiring shall be subject to the USBC. The installation of equipment and wiring exempted by this section shall not create an unsafe condition prohibited by the USBC. 40 . Page 3 CUP #09-17, Gregory A. Bishop -Shenandoah Mobile February 6, 2018 Construction of the Pre -Engineered Modular shelter requires a building permit. Plans submitted shall be sealed by a Virginia Registered Design Professional. An electrical permit is required for the generator and any additional electric or alteration thereof. Please note the requirements in Chapter 17 of the IBC for special inspections for this type of structure. (soil, concrete, bolts, etc.) Winchester -Frederick County Health Department: The Frederick County Health Department has reviewed the request for comments for a Conditional Use Permit to construct a Telecommunications tower and related ground support equipment in a fenced compound, to be located at 219 Round Hill Road, Winchester, VA 22602; Tax Map# 52-A-254. Based upon information provided to this Health Department by the Applicant, Shenandoah Mobile, LLC, the proposed construction does not appear to encroach on any existing sewage disposal systems or existing private water supplies. Therefore, this Health Department has no objections to the issuance of the Conditional Use Pennit. Applicant is advised to pay particular attention to Item #18 of the General Notes of the Engineered Plans, which indicate that the portable toilets required for the duration of the project are to be removed within five (5) business days of completion of construction. Frederick County Sanitation Authority: Since the proposed tower will not utilize our water and sewer services, Frederick Water has no comments. Frederick County Fire Marshall: A site plan will be required. Based on the plan that was included with CUP there will be somethings to keep in mind. The fire department turnaround will need to be changed to meet Appendix D of the Frederick County Fire Prevention Code. Also, the entire fire department access road shall be 20' wide and rated for the fire apparatus to drive on it as per the Frederick County Fire Prevention Code. City of Winchester: No comments. Winchester Regional Airport: Please see attached letter from Serena Manuel, Executive Director dated December 7, 2017. Historic Resources Advisory Board: Please see attached letter from Candice E. Perldns, AICP, Assistant Director/Staff to HRAB, dated January 22, 2018. Plannin14 and Zoning: The 2035 Comprehensive Policy Plan of Frederick County ("Comprehensive Plan") provides guidance when considering any land use action. This proposed 138-foot monopole -type commercial telecommunication facility is located on a 7+/- acre property that is zoned RA (Rural Areas) Zoning District. The property is located outside Urban 0 Development Area (UDA) and Sewer Water Service Area (SWSA) as identified within the Page 4 CUP #09-17, Gregory A. Bishop -Shenandoah Mobile February 6, 2018 Comprehensive Plan and is located within the Round Hill Area Plan. This plan identifies this area to be residential and commercial in character. The Frederick County Zoning Ordinance allows for commercial telecommunication facilities in the RA (Rural Areas) Zoning District with an approved Conditional Use Permit (CUP)(Section 165-204-.19). The properties immediately adjacent to this proposed CUP are currently zoned RA (Rural Areas) Zoning District. The zoning ordinance requires that all proposed telecommunication facilities be subject to additional performance standards in order to promote orderly economic development and mitigate the negative impacts to adjoining properties, residential properties, land use patterns, scenic areas and properties of significant historic value. Furthermore, the Frederick County Zoning Ordinance requires an Applicant to provide confirmation that an attempt was made to collocate on an existing telecommunication facility, and possible collocation structures. The Applicant has provided an inventory of existing telecommunication facilities, and no other telecommunication facility or possible collocation opportunity structures exist in this area. Should this facility be approved this commercial telecommunication facility will be positioned to provide the existing and future land uses in this area of the County with telecommunication needs. is Waiver: The Applicant is requesting a waiver to reduce the required setback as set forth in Section 165-204.19 of the zoning ordinance. This wavier of the setback requirement is from the eastern and western property lines. This proposed telecommunication tower will be 134' from the eastern and western property lines. The required setback from the property line is 100 ft. and the tower is 138 ft. in height and the RA Zoning District height maximum is 35', (138'- 35' = 103'). The normal setback 100'in RA Zoning District when the adjoining parcel over 6 acres or more. The normal setback of 100' plus is one foot for every foot over the maximum height of the district (35'). The site plan notes this tower is placed 134' from the property line and the setbacks cannot be met. The resulting computation is (203-150'= 69') resulting in a waiver request of 69'. The property adjacent to the setback waiver request is a golf course and utility sub -station. The Applicant has provided documentation from a certified Virginia engineer with 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. Should this waiver be granted, the result will be a 69' setback reduction. (203'-150'=69'). STAFF CONCLUSIONS FOR THE 02/21/18 PLANNING COMMISSION MEETING: Should the Planning Commission find this use appropriate, Staff would suggest the following conditions be placed on the CUP: Is 0 0 • Page 5 CUP #09-17, Gregory A. Bishop -Shenandoah Mobile February 6, 2018 • 1. All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating personal wireless 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 within twelve (12) months of abandonment of operation. 5. In the event a telecommunications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, the CUP will be deemed invalid. 6. Any expansion or modification of this use will require a new Conditional Use Permit In addition, should the Planning Commission find the waiver to the required setback is acceptable; a motion to recommend approval of setback reduction of 69' to allow the tower to be 134' from the identified property would be appropriate. Following this public hearing, it would be appropriate, for the Planning Commission to offer a recommendation concerning this application to the Board of Supervisors. 0 M1 (Light Industrial District) M2 (Industrial General District) MH1 (Mobile Home Community District) MS (Medical Support District) OM (Office - Manufacturing Park) R4 (Residential Planned Community District) R5 (Residential Recreational Community District) RA (Rural Areas District) RP (Residential Performance District) CUP #09-17 Gregory A. Bishop (Shenandoah Mobile LLC) PIN: 52-A-254 Telecommunication Tower Zoning Map Note: Frederick County Dept of Planning Developments 107 N Kent St Suite 202 Winchester, VA 22601 540 - 665 - 5651 Map Created: December 13, 2017 Staff: mcheran 0 175 350 700 Feet 0 • Lynn Koerner — 540-335-0030 Site Acquisition and Project Development Contractor for Shentel November 21, 2017 Zoning and Subdivision Administrator 107 North Kent Suite 202 Winchester, VA 22601 Re: Shenandoah Mobile LLC — Shentel) — Site 15149 — Amherst -- Conditional Use • Permit Dear Sir: Shenandoah Mobile LLC (Shentel) is seeking a Conditional Use Permit under the Frederick County Zoning Ordinance for an unmanned wireless telecommunications facility. The facility will consist of a new 140' tall monopole structure with 4' lightning rod, with a 50' x 50'equipment compound within a 60' x 60' lease area. Shentel proposes to place their antenna and remote radios at a RAD center of 135. Pursuant to the Zoning Ordinance, Shentel has designed the facility to accommodate a minimum of three (3) additional carriers. The northern side of the compound area will be surrounded by a 6' 'tall board fence with additional vegetative landscaping planting. The remainder of the compound to be secured with a chainlink fence. Access to the facility will be from a 20' access drive from 219 Round Hill Road and then to the left of the building. The access drive is an existing access that will require a minimal amount of dressing up to be an adequate access route for this facility. The telecommunications facility will have no impact on the air quality, water quality, radiation exposure, light pollution, noise pollution, or traffic congestion. The site will be routinely maintained with a minimum of one monthly visit. The facility will have limited access and parking for a standard size vehicle and will provide adequate turn around area for fire apparatus. 40 The Property consists of approximately 7 acres and is zoned RA, Rural Area. Adjoining properties are also zoned RA, Rural Area. • Zoning and Subdivision Administrator November 21, 2017 • Pa a 2: The Property is owned by Mr. Gregory A. Bishop, 108 Stonewall Drive and is currently used as an office for Advantage Property Management and parking of their equipment. The parcel also has a rental trailer owned by Mr. Bishop The monopole and associated compound will be sited on the northeast side portion of the Property Requirements: This Facility will be part of Shentel's telecommunications network as illustrated on the engineering plans and propagation maps included with this application. Shentel currently operates a site that is collocated on a transmission pole in the VDOT right-of- way on the south bound off ramp of Highway 37. The transmission pole and current requirements for mounting antennas does not afford us the opportunity to upgrade this site to provide the necessary services to match the surrounding network. The proposed new monopole tower will allow Shentel to add the 800 MHz spectrum and the 2500 MHz spectrum which will enhance 4G-LTE data service to residences in the surrounding area. This proposed tower will enhance the coverage at the hospital and surrounding complexes. Currently due to the high demand of high-speed data, the existing surrounding cell sites do not support the capacity needs for the area. Zoninq: In accordance with the requirements of Section 165-204.19 (1)-(5), Shentel submits the following information. 1. Propagation maps depicting the need for improved service in the target area 2. The search area map 3. Shentel confirms that a complete search of the area was conducted and that no existing infrastructure is available on which to co -locate. Upon making the determination that no other structures were available in this area, Shentel then sought a rawland site to develop this proposal. 4. Radio Frequency Engineer's letter documenting compliance with Federal Communications Commission ANSUEEE Standards. 5. The Site Agreement signed by both Shentel and Mr. Bishop addresses the information that both parties are aware of the requirements as stated in paragraph 165-204.19B(7) regarding tower removal. Section 165-204.19 of the Zoning Ordinance provides the performance standards for telecommunication uses. The proposed facility complies with the performance standards as follows: The Board of Supervisors may reduce the required setback distance for commercial telecommunications facilities as required by 165-201. 03B(8) of this chapter if it can be demonstrated that the location is of equal or lesser impact. When a reduced setback is requested for a distance less than the height of the tower, a certified Virginia engineer 0 0 0 Zoning and Subdivision Administrator November 21, 2017 JO Page 3: shall provide verification to the Planning Commission that the tower is designed, and will be constructed, in a manner that if the tower collapses 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. In no case shall the setback distance be reduced to less than % the distance of the tower height. Commercial telecommunications facilities affixed to existing structures shall be exempt from setback requirements, provided that they are located no closer to the adjoining property line from the existing structure. Response: Shentel is seeking a waiver of the setback requirement from the eastern and western property line. The monopole setback will be 134' from the eastern and western boundary line of the parcel (tower is 138' in height and the RA Zoning District height maximum is 35', (138'-35'=103') The normal setback is (100') in the RA Zoning District when the adjoining parcel is 6 acres or more. The normal setback of 100' plus one foot for every foot over the maximum height (35') 100' + 103' = 203'. The site plan indicates that the tower is placed 134' from the property line and the setbacks cannot be met. The resulting computation is (203'-134' = 69') resulting in a waiver request of 69'. The setback is less than the height of the proposed structure and verification from a certified engineer from Valmont Structures is provided with the application concerning this matter. is (2) Monopole -type construction shall be required for new commercial telecommunications towers. The Board of Supervisors may allow lattice -type construction for new telecommunications tower when existing or planned residential areas will not be impacted and when the site is not adjacent to identified historical resources. Response: The proposed tower will be a monopole type construction. (3) Advertising shall be prohibited on commercial telecommunications facilities except for signage providing ownership identification and emergency information. No more than two signs shall be permitted. Such signs shall be limited to 1.5 square feet in area and shall be posted no higher than 10 feet above grade. Response: There will be no signs or advertising on the facility other than permitted by this paragraph. (4) When lighting is required on commercial telecommunications facility towers, dual lighting shall be utilized which provides daytime white strobe lighting and nighttime red pulsating lighting unless otherwise mandated by the Federal Aviation Administration or the Federal Communications Commission. Strobe lighting shall be shielded from ground 40 0 Zoning and Subdivision Administrator November 21, 2017 Page 4: view to mitigate illumination to neighboring properties. Equipment building and other accessory structures operated in conjunction with commercial telecommunications facility towers shall utilize infrared lighting and motion detector lighting to prevent continuous illumination. Response: The tower will not be lighted unless required by the FAA or as provided as a condition of approval by the Board of Supervisors. If lighting of the tower is required that lighting will be in accordance with the FAA circular and this paragraph. All other associated lighting will comply with the requirements of this paragraph. (5) Commercial telecommunications facilities shall be constructed with materials of a galvanized finish or painted a non -contrasting blue or gray unless otherwise mandated by the Federal Aviation Administration or the Federal Communications Commission, Response: The tower will be of a galvanized, gray finish (6) Commercial telecommunications facilities shall be adequately enclosed to prevent access by persons other than employees of the service provide. Appropriate landscaping and opaque screening shall be provided to ensure that equipment buildings and other accessory structures are not visible from adjoining properties, road or other rights -of --way. 0 Response: All associated equipment at the base of the monopole structure will be within a 50' x 50' compound area surrounded by a 6' tall wood fence with a tree planting proposed around the northern side of the compound. The remainder of the fence will be chain link fence. (7) Any antenna or tower that is not operated for a continuous period of 12 months shall be considered abandoned, and the owner of such tower shall remove same within 90 days of receipt of notice from the Frederick County Department of Planning and Development. Removal includes the removal of the tower, all tower and fence footers, underground cables and support buildings. If there are two or more users of a single tower, then this provision shall not become effective until all users cease using the tower. If the tower is not removed within the ninety -day period, the County will remove the facility and a lien may be placed to recover expenses. Response: If the tower facility is not used for a continuous period of 12 months it will be removed along will all associated equipment and fencing as defined in the lease agreement with the underlying property owner. 9 0 Zoning and Subdivision Administrator November 21, 2017 Page 5: Compliance with the Frederick County Comprehensive Plan: Although telecommunications facilities are not specifically addressed, Shentel feels that this proposed facility is in accordance with the design principals of the Urban Area. Many people are replacing their landline phones with wireless phones and devises. This area of the county is built up and is heavily used as an entrance to the City of Winchester and the Medical Center. Shentel seeks to improve service in this area where there is existing demand and where future growth is anticipated. This site has been sited to improve service for the residents and visitors of this portion of Frederick County and to ensure reliable coverage for emergency response personnel and those who depend upon them. Shentel is sensitive to the importance of preserving the natural and historic resources of the County. Shentel is required, as part of the Conditional Use Permit Application process to provide documentation of review pursuant to the National Environmental Policy Act (NEPA), Section 106 of the National Historic Preservation Act and the State Historic Preservation Office (SHPO). Our consultant has conducted his evaluation and the final report indicates no adverse effects of surrounding historic resources. Included in this packet also, are photo simulations of the proposed tower. These simulations were taken from various intersections and public gathering area surrounding the proposed site. , Shentel submits that the proposed tower is in keeping with the core values and principals outlined for this area of Frederick County, Conclusion: We respectfully request that the conditional use permit be approved as it is in compliance with the standards of the Frederick County Zoning Ordinance, with the exception of the setback requirement from the eastern and western property lines from which we are requesting a waiver, as outlined above. Please contact me at (540)335-0030 should you have any questions. Sincerely yours, Attachments Lyn Koerne as Site Acquisition and Project Development Contractor for Shentel 0 �D ,q4•... Ilhy,t' w " I n i N AIL p - ♦ • • Location #1 From Wal-Mart Parking Lot 0 Sim #1 From Wal-Mart Parking Lot 0 I.ocatlon #2 Stop light at Highway 50 Exiting Wal-Mart 0 Sim #2 Stop light at Highway 50 Exiting Wal-Mart 0 0 Location #3 Near Courtyard by Marriott Sim #3 Near Courtyard by Marriott 0 • 0 Location #4 Spring Arbor Retirement Sim #4 Spring Arbor Retirement • • • L "des 05 324 Round Hill Road $im #5 324 Round Hill Road •fie•:. �. -. � � ' - r•M !s "Maw • s 0 SITESUPJIgER: 'I5149 Shencandoah Mobile, LLC SITE NAME: AMHERST ADDRESS: 219 ROUND HILL RD WINCHESTER, VA 22602 (NOT TOWER E911 ADDRESS) PROJECT- TYPE: NEW EQUIPMENT AND NEW ANTENNAS ON ANEW 138' MONOPOLE `N/ 4' LIGHTNING ROD PROJECT SUMMARY SITE NUMBER: ;5149 SITE NAME: AMHERST SITE ADDRESS: 219 ROUND HILL RD WINCHESTER. VA 22602 TOWER OWNER/ SHENANDOAH MOBILE, LLC DEVELOPER: 500 4-HENTEL WAY FDINbURG, VA 217LO PHONE:800-76B-5200 ZONING JURSOICTION: FREDERICK COCNTY ZONING : RA PROPERty ID NUMBER: `,2 A 254 PROPERTY AREA: .. ACRES PROPERTY OWfR: GPEGOR'Y A BISHOP 108 S-CWE'WALL DR WINO +ESTET, VA 22602 2276 POWER PROVIDER: SHENANDOAH VALLEY ELEC TELCO PROVIDER- SHENTEL FIBER I APPLICANT INFORMATION APPLICANT: SHENTEL S4NANDOAH MOBILE, LLC. 500 SHENTEL WAY P.O. BOX 459 EDIINBL.RG. VA 22824 PHONE: 540-98L-5123 ARCHITECT/ENGINEER INFORMATION ENGINEER: T-SOUARED SITE SERVICES 2500 1•IGHLAND ROAD, SUITE 201 HERMITAGE, PA 16148 PHONE: 72L.308.7855 CONTACT: MARK THOMPSON PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE INSTALLATION OF PCS E-w IPMENT, PLATFORM, SUPPORT FRAMES, ICE BRIDGES, AND ANTENNA FRAMES AND CABLES ON A NEW 138' MONOPOLE All a' LIGHTNING ROD WITHIN A NEW FENCED COMPOUND. BUILDING CODE USE GROUP: U (UTILITY) FIRE CODE: NFPA 241 8 Id -PA I (CHPT '6) CONST. TYPE: TOWER - 21. HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOE? HUMAN HABITATION. HANDICAP ACCESS S NOT REQUIRED. DRIVING DIRECTIONS FROM EDINBURG PROCEED TO EXIT 310 (HWY 37), AT THE END OF T-IE RAMP TURN LEFT AND PROCEED DAPPROXIMATELY 8 MILES TO HWY 50. EXIT AND AT THE END OF THE RAMP TURN LEFT. PROCEED 1/2 MILE DO ROUND HILL ROAD AND TURN LEFT. PROCEED APPROXIMATELY LOCO FEET AND TURN LEFT INTO DRIVEWAY BEAR LEFT TO GATE AND PROCEED ON GRAVEL DRIVE PAST TRAILER HOUSE AND TURN LEFT TO TOWER (TOWER COORDINATES) 39.1885200,-78.2077250 ACCESS DRIVE COORDINATES (NAD 83) L,:,TITUDE- 39.189520' N LONGITLJE:-78.2IW8° W DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL.PLANS 8 DIMENSIONS 8 CONDITIONS DIN THE JOB SITE 8 SHALL IMMEDIATELY NOTIFY THE ARCHITELT IN WRITING OF ANY DISCPE°ANCIES BEFORE PROCEEDING WITH THE WORK OR BE P,ESPONSI ILE FOR THE SAME. APPROVAL LIST _I SITE AC ZONING R.F. CONSTP MANAGER NETWORK-TELCO- NETWORK-POWER PROPERTY OWNER/REP. OPERATIONS G.C. SHEETINDEX SHEET DESCRIPTION T-1 TITLE SHEET I OF 2 SITE SURVEY (BY APEX LAND SOLUTIONS) 2 OF 2 SITE SURVEY (BY APEX LAND SOLUTIONS) GN-I GENERAL NOTES GN-2 GENERAL NOTES .G.I FIRE ACCESS '!URNAROU:ND LAYOUT A-2 ADJOINING PROPERTIES MAP A-3 OVERALL SITE PLAN A-4 COMPOUND PLAN A-5 ELEVATION 8-QUIPMENT PLAN D I ANTENNA DETAILS D-2 SITE DETAILS D-3 MISC. DETAILS D-4 WOOD FENCE DETAILS D-5 CHAIN LINK FENCE DETAILS E-' ELECTRICAL DETAILS E-2 SINGLE LINE QND PANEL SCHEDULE E-3 EQUIPMENT DETAILS '1-I GROUNDING PLAN AND DETAILS 6-2 GROUNDING DETAILS G-3 GROUNDING DETAILS L-I GENERAL LANDSCAPING L-2 GENERAL LANIISCA'ING .,_SHENTEL, 500 SHENTEL WAY P.O. BOX 459 ED.I48LRG, VA 22824-0280 (540) 984-5I23 TTAI.'_ 3 11.09.17 REDLINE REVISION I KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM COS KE �PRO.I. -- 10019I NO.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER VA 22602 SHEET TITLE: TITLE SHEET 1 r� SHEET I NUMBER``: -I C� • r� L_J N 3.6002'30" W ' 20.59' Existing House DETAIL A Scale: 1 inch - 40 feet A, A6 3p�! Pt, UTILITY & ACCESS EASEMENT LINE TABLE LINE # DIRECTION LENGTH Ll N36102'30"W 96.43' L2 N36°02'30"W 20.59' L3 N24°43'25"W 64,57' L4 N20040'29"W 82.15' L5 N56009'15"W —93.60' L6 N71023'34"W 91.35' L7 N58031'03"W 429.11' L8 N50052'12"W 123.48' L9 57020'32"W 24.64' L10 S49008'51"E 68.53' L11 N40051'09"E 60.00' UTILITY & ACCESS EASEMENT CURVE TABLE CURVE # LENGTH RADIUS DELTA CHRD BEARING CHRD LENGTH C1 C2 74.50' — 48.47' 143.32' 37.03' 29046'59" 74359'45" N36052'41"W N19030'01"W 73.67 45.08 Rel Fiat C3 86.57' 61.97' 80302'28" N3049'12"W 79.70 C4 45.99' 35.00' 75117'09" N88030'46"W 42.75 C5 175.41' 1378.83' 26'31'45" S40°38'30"W 173.84 or nd N 54000'58" n i Proposed c 60' x 60' Lease Area (See Sheet 2 of 2) 134' f 286.05' r�_ o 0 0 S- Point of Beginning f Proposed 20'',-11de Utility & Access Easemeni for Ingress and Egress o N aa"i o [Jw r= U c O U c 0 `o cn w 5' tide Proposed Utility Easement (See Sheet 2) Utility Pole IPE74711 ine' Utility Pole 1n No Number u`' F Tax Mop 5 PIN: 53—A-86 Trudy Ruggles Poe Existing \/ sf,� '°`—�" _ Instr. Year 200B, / , p . 9 < j q d�Ge Instr. No. 11962 Home ���PwC�.'�06—LB--� I 14.54 Acres oy / Tax hiap 52, PIN: 52—A-254 �N 73°39'25" W CI ��a _ _- yam~ 1 Gregory A. Bishop flood Zone it' sw 93,90' J / . Deed Book 843, Page 1624 per FEMA Map No. 31069CA204;) v� 7 Acres 2°41'16" W /r R=1172.38, 1u _ .7.7, o — — — — Winchester and Western Roil Road LNJ ` �S 33055'35" E P 0 36.64' L/% ° �c, O ? U ALAN VINCENT BURKE, R. r Lic No. 2443 Proposed 15' Wide Utility 8 Access Easement for Ingress and Egress (See DETAIL A) / Flood lone °A' per FEMA MoR fJo. 5.1069CO2046 N 57012'1 ';�_W 10-5-2017 Apex Land Solutions, LLC 223 N. Prospect Street - Suite 304 E Xfax: Hagerstown, Maryland 211740 phone:(240)455-5209 (866) 914-0344 info.apexlandsolutionsC)gmail.com Tax Map 52, PIN: 52-A-254A G & C Auto Recycling Inc LJ Deed Book 792, Page 1333 6.33 Acres b Existing Right-of-Woy a The Potomoc Edison Company — Recorded 9/27/2005 in Instr. No. 050022310 _ -*• 679.86.��c:- PLAN NOTES :cone* 1. The boundary lines shown below are derived from available Deeds, Tax Maps, and Plans of Record, and does not represent an actual boundary survey. See current deed book 792 page 1330 for reference. 2. Site Address is 219 Round Hill Road, Winchester, Virginia 22602 (Frederick County) 3. This plan is subject to all easements and restrictions of record. 4. The proposed facility will cause "De Minimis" Increase ir, Storm water Runoff. Therefor, no structures are proposed. 5. No significant noise, smoke, dust, or odor will result from this facility. 6. The facility is unmanned and is not intended for human habitation, there is no handicap access required. NO. _ DESCRIPTION I BY I DATE 1 Initial Submission SML 1 9-6-17 2 Revised Per Agency Comments SML 9-20-17'I 3 Changed Access Easement':o SML 10-5-17 Access and Utility X_ Chain Linkk��nce Existing nome� PLPalt: NOTES ceflt. : 7. The facility is unmanned and Is does not require potable water or sanitary service. 8. The proposed development does not include street signs of any type, and outdoor storage or any solid waster receptacles. 9. Power to the facility will be monitored by a separate meter. 10, According to FEMA Flood insurance rate map community panel number: 51069CO204D , effective September 2, 2009. The Proposed facility is not in a 100 year flood plain. and is in Zone - X, Other Areas. However, portions of the Access road are within the Flood Zone 'A', area of 1% chance of 100 Year Flood, as shown on the plan. 11. One light is proposed at the facility for work while on site. 12. Contractor to Test Pit Existing Electric Easement Crossing SITE SURVEY OF PROPOSED EASEMENTS AND LEASE AREA AT: Drawn: M. L. Mowen THE PROPERTY OF GREGO.Z A. -iSHOP FOR: Checked: S. M. Landis SHENTEL SHENANDOAH PERSONAL COMMUNICATIONS, LLC Date: September 6, 2017 SITE # 15149 - AMHERST Project Number: i-o56 Tax. Map 52, PIN: 52 A 254 - Frederick County, VA SHEET 1 of 2 Scale: 1 in& = 100 feet 9 • • • 0 �J 845.1 X X 841.2X 845, 3 x X 844.1 841.SX \8¢0 CEWE R OF PROPOSED 138' MONOPOLE Latitude = 39"1118.08" N Lon,,Itude = 78'12'27.70" W Ground Elevation = 841.8 (NAVD88) 845.3 X 843.4 X 0a�1 X 842.E o `�= 'G 1 Point of Beginning 9 9 1 \,;z Proposed 60' x 60' Lease Area 842.9 x 842.3 X X 842.5 S 49008'51" E 60.00' o� 00 o •- � I 00 X X. C. Wt s� n i 01 0 Ln c L V z N 49°08'S1" W 60.00' r S 7029'53" W o S 49008'51" E 33.49' 75.36' ID Beginning of 5' Wide Proposed o .0' Utility Easement .+ IC) 836.8X o \1 O t7{l\ \ Iw Io 10.u'I z Tax Map Pit, PIN. 52-A-254 L' ,_I i Gregory A. Bishop \ Deed Book 843, Page 1624 8J0\ 7 Acres Existing Right -of -Way The Potomac Edison Company Recorded 912712005 it Instr. No.- 050022310 l" -+g179 X Chain Link Fence i o olH� 20' Utility & Access Easement See Sheet 1 of 1 Existing Home FLx,. i NOTES (cont- 1: 1. The boundary lines shown below are derived from available Deeds, Tax Maps, and Plans of Record, and does not represent an actual boundary survey. See. current deed book 792 page 1330 for reference. 2. Site Address is 219 Round Hill Road, Winchester, Virginia 22602 (Frederick County) 3. This plan is subject to all easements and restrictions of record. 4. The proposed facility will cause "De Minimis" Increase in Storm water Runoff. Therefor, no structures are proposed. 5. No significant noise, smoke, dust, or odor will result from this facility, 6. The facility is unmanned and is not intended for human habitation, there is no handicap access required. 7. The facility is unmanned and is does not require potable water or sanitary service. S. The proposed development does not include street signs of any ty oe, and outdoor storage or any solid waster receptacles. 9. Power to the facility will be monitored by a separate meter. 10. According to FEMA flood insurance rate map community panel number: 51069CO204D , effective September 2, 2009. The Proposed facility is not in a 100 year flood plain. and is in Zone X Other Areas However portions of the Access road are within the Flood Zone / 'A', area of 1% chance of 100 Year Flood, as shown on the plan. / 11. One light is proposed at the facility for work while on site. 12. Contractor to Test Pit Existing Elec':ric Easement Crossing. R=394.14' L=41.58' 830 S 40°50'41" W �42.91' 820-- o/N�_ Utility Pole IPE74717 0 0 a cn 4l / Utility Pole No Number Tax Mop 53, PIN: 53-A-86 Trudy Ruggles Poe Instr. Year 2008, Instr, No. 11962 14.54 Acres 30 0 30 60 i Scale: 1 inch = 30 feet P+LTH of,-' O C) ALAN VINCENT BURKE, JR. D v H Lic No. 2443 to r `4�0 So, t. AI'm - t o 6 2017 'VAM Apex Land solutions, LLC ISSUE SITE SURVEY OF PROPOSED EASEMENTS AND LEASE XREA AT:Drawn: M. L. Mowen 223 N. Prospect street - Suite 304 NO. DESCRIPTION BY DATE THE PROPERTY OF GREGORY A. BISHOP FOR: Checked: S. M. Landis 1 Initial Submission SML 9-6-17Hagerstown, Maryland Z11740 BHENTEL IFA& APEXphone: (z40) ass 5209 2 Reeised Per Agency Comments SML 9 20-17 SHENANDOAH PERSONAL COMMUNICATIONS, LLC Dale: September6, 2017 Changed Access Easement to �• Pro ect Number: 1695 'n�fTt t�fax: (866) 914-0344 3 Access and Utility SML 10-5-17 SITE #,< 1514.E - AMHERSi jD S VL.JIJ 1 IOI �iSi, LLC info.apexlandsolutlonsCc6gmail.com Tax Map 52, PIN: 52 A 2 i4 -Frederick County, VA SHEET 2 of 2 Scale: 1 inch = 30 feet r� ELECTRICAL 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FF - S 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. BALL 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 34"Wx20" 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 (IF APPLICABLE). 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 VER',Y ALL ITEMS PRIOR TO PLACEMENT AND MAKE ANY CORRECTIONS WITHOUT FURir1ER COST TO `-1E 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 OTHERWIDE 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, STRUCTURAL: 1. ALL MATERWLS. 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. ALL EQUIPMENT SHALL BE INSTALLED PLUMB AND LEVEL. 3. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST RISC CODE AND ASTM SPECIFICATION. STEEL SHALL CONFORM TO ASTM A992 FOR W-MEMBERS, ASTM A36 FOR M, S, C, MC, AND L MEMBERS, ASTM A500 GR. B FOR HSS MEMBERS, AND ASTM A53 GR.B FOR PIPES. 4. ALL CONNECTION OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIED WELDS WITH WELDING ELECTRODES E-70XX OR SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A325. THREAD EXCLUDED FROM SHEAR PLANE. 5. ALL STEEL EXPOSED TO MOISTURE, SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A-123. 6. ALL DAMAGED SURFACES, WEI.DED AREAS AND AREAS AUTHORIZED NON -GALVANIZED MEMBERS OR PARTS (EXISTING OR NEW) SHALL BE PAINTED WITH 2 COATS OF ZRC COLD GALVANIZING COMPOUND MANUFACTURED BY ZRC CHEMICAL PRODLCTS CO. OR USE THERMAL SPRAYING WITH PLATTZINC 85/15 AS MANUFACTURED BY PLATT. 7. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS QUALIFIED AS DESCRIBED IN THE 'AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED. 8. CONTRACTOR SHALL MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD. ANY UNUSUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO THE PURCHASE, FABRICATION AND ERECTION OF ANY MATERIAL. 9. INCORRECTLY FABRICATED, DAMAGED, OTHERWISE MIS -FITTING, OR NON -CONFORMING MATERIALS AND CONDITIONS SHALL BE REPORTED TO THE OWNER, ENGINEER, AND CONSTRUCTION MANAGER PRIOR TO ANY REMEDIAL OR CORRECTIVE ACTION ALL ACTIONS SHALL REQUIRE THE APPROVAL OF THE OWNER. 10. CONTRACTOR SHALL EXECUTE ALL WORK PREVENTING ANY DAMAGE TO EXISTING STRUCTURES, ESPECIALLY TO THE ROOF. ANY ROOF WORK INVOLVING ATTACHMENT, REMOVAL OF FINISH SURFACE OR PENETRATION SHALL BE PERFORMED TO PRESERVE EXISTING ROOFING GUARANTEES AND WARRANTIES. ROOF SHALL BE RESTORED TO COMPLETE WATER TIGHTNESS WITH THE APPROVED MATERIAL AND BY A SUB CONTRACTOR PRE --APPROVED BY THE OWNER IN WRITING. 11, MASONRY PENETRATIONS SHOULD USE ROTARY ACTION ONLY. (NO HAMMERING ACTION) 12, ALL PENETRATIONS TO BE PROPERLY FIRE -STOPPED WITH 3M F.S.195 WRAP STRIP FIRE STOP AND C925 NON -SHRINKING PUTTY FIRE BARRIER SEALANT. MAINTAIN ,IRE RATING OF ALL PENETRATED SURFACES. 13, ALL MOUNTS TO WALLS TO BE SEALED AT TOP AND SIDES WITH DOW CORNING CLEAR SILICONE SEALANT OR APPROVED EQUAL. SILICONE APPLICATIONS ARE TO BE TOOLED TO MAINTAIN A FINISHED APPEARANCE. 14. CONTRACTOR SHALL PROMPTLY REMOVE ANY AND ALL DEBRIS FROM SITE, FAA REGULATIONS FOR ANTENNA TOWER AMHERST 15149: 1. FAA FORM 7460-2 IS REQUIRED TO BE FILED NO MORE THAN 5 DAYS AFTER CONSTRUCTION REACHES MAX HEIGHT. 2. MARKING AND LIGHTING ARE NOT NECESSARY FOR AVIATION SAFETY. HOWEVER, IF MARKING/LIGHTING ARE ACCOMPLISHED ON A VOLUNTARY BASIS, IT IS TO BE INSTALLED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 70/7460-1 L CHANGE 1. 3. ANY EQUIPMENT USED DURING CONSTRUCTION SHALL NOT EXCEED THE OVERALL HEIGHTS AS INDICATED ON THE AERONAUTICAL STUDY NO. 2017-AEA-9803-OE DATED 9/25/17 TO THE STRUCTURE ANTENNA TOWER AMHERST 15149. EQUIPMENT WHICH HAS A HEIGHT GREATER THAN THE STUDIED STRUCTURE REQUIRES SEPARATE NOTICE TO THE FAA, ,.,SHENTF!. s..,. - - I 500 SHEN'El WAY P.O. BOX 65J EDINBLQCG. VA 22824 U25. 00't1,54-5123 2500 HIGHLAND ROAD, SUITE HERMITAGE, PA 16148 www.t-sgr&com S'u?MITTALS 3 11.09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE U 9.22.17 PRELIM COS KE IPRUJ. 10019 NO.: CHECKED BY: G.W.CI.-.,, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 "9 r "Np IC'__ 4D ". R, VA 226C2 SHEET TITLE: GENERAL NOTES SHEET NUMBER: G N-2 0 • • • 0 PROPOSED 60'x6O' PROPOSED 50'x5O' FENCED AREA • • EXISTING GRAVEL ROAD -PROPOSED 5' WIDE UTILfTY EASEMENT )SED 20' WIDE :SS EASEMENT FIRE ACCESS JRNAROUND �PROPDSEG FIRE ACCESS TURNAROUND EXISTING RIGHT—OF—WAY (THE POTOMAC EDISON COMPANY) -,.,SHENTEL 500 SHERTEL WA! P.O. BOX 454 EDINBURG, VA 2282--0280 (51,0) 984-5123 Z'•lQV1LRED 11TI m7A-161T 070ielS UAAEO SHESERMESALC SUBMITTALS I 3 11 09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM COS KE j PROJ. 10019 NO.: CHECKED By* G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 1511.9 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: FIRE ACCESS TURNAROUND LAYOUT FIRE ACCESS TURNAROUND PLAN_ SHEET NUMEJER: I A-1 ------ - -i - gm r.AA .. ' w. ISTING 15' WIDE EXISTING METAL \\ ACCESS AND UTIUTY FENCE EASEMENT EXISTING BUILDING JURISDICTION SETBACK TABLE_ FRONT YARD 60' I EXISTING RAILROAD — TRACKS UI_l l KI(J I 1 b'-4U I.UO YAKAUKAYYI A MONOPOLE SETBACK TABLE I RONT YARD WEST 1142' f REAR YARD EAST 13" t SIDE YARD NORTH 203't SIDE YARD SOUTH 327't CLOSEST RESIDENCE 12f' f EXISTING 20' WIDE ACCESS AND UTILITY EASEMENT EXISTING FENCE EXISTING SHED EXISTING MOBILE HOME N\ Y C SITE PLAN AN EXISfING UTILITY POLE #PE74711 i EXISTING �\ SUBSTATION PROPOSED 5' WIDE \ UTILITY EASEMENT \� EXISTING TRANSFORMERS PROPOSED SHENTEL 138' MONOPOLE WITHIN 50'x5O' FENCED COMPOUND AND 60'x60' LEASE AREA EXISTING PROPERTY LINE -,,,,SHENTEL 500 SICNTEL WA1 P.O. BOX 459 - EDINBUR.G, VA 22824.0280 (540) 984-5123 wr T-4Qazlm slcatvtcEs, LLC ci C0A710NT 0 M$ T40WE0 Sl TE SERVICES.ILC SUGHII TALI 3 11.09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22 171 PRELIM CDS KE IPRO.1. 10019 NO.: `CHECKED BY: G.W.Clawer. P.E. • 1-1 • ,bo PROPOSED 60'x6O'--,, / LEASE AREA \ 4� PROPOSED SHENTEL 40"x40'x l 2" DIS-RIBUTION BOXN/ PROPOSED SHENTEL ICE BRIDGE ED CHAIN LINK / FENCE / FUTURE 12'x25' LEASE AREA �.r PROPOSED SHENTEL 138' MONOPOLE sp, FUTURE 12'x25' LEASE AREA WOOD FENCE PROPOSED SHENTEL PPC CABINET FUTURE 12'x25' LEASE AREA 1 COMPOUND PLAN 1 0 RN PROPOSED SHENTEL 14'x22' LEASE AREA PROPOSED SHENTEL BBU CABINET PROPOSED SHENTEL BBU CABINET PROPOSED SHENTEL MMBTS CABINET PROPOSED SHENTEL 10'x16' EQUIPMENT PAD , PROPOSED PROPOSED EMERALD ARBORVITAE BUFFER (TYP.) �. sp. 1 C � j --,7 BPROPOSED HFRAME WITH METER BANK PROPOSED 5' WIDE UTILITY EASEMENT PROPOSED 12' ACCESS \ \ GATE \ PROPOSED 20' WIDE-/ ACCESS EASEMENT AND FIRE ACCESS TURNAROUND —THEORETICAL FALL RADIUS OF 69' SHENTEL 500 SI-IENTEL WAY P.O. BOX 459 i EDINBURG. VA 22824-0280 (540) 9B4-5125 II s $=VtCBs, LLC SLIBMIT TALS 3 11.09.17 REDLINE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION 0 9.22.17 PRELIM CDS rlE iPHO.1. 10019 NO.: ( CHE(:KED BY: C.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: COMPOUND PLAN SHEET NUMBER A-4 ! • 0 • PROPOSED T.O. LIGHTNING ROD EL. 142f A.G.C. --- -----� PROPOSED T O. TOWER £L. 138t A.G.L. —1 PROPOSED SHENTEL ANTENNAS RAD_CENMR _ EZ'. 135 f AG L. 1 FUTURE LARR/ER ANT€ /NNA EL 123't A.G.L. FUTURE.--CABRRR EL 11J't A.GE FUTURE .C49MER ANTfNN4 Et 104'-f A. C.L. 1�1 ••NOT£ -- WOOL FENCE SECTION NOT SHOWN FOR U.ARIIY. • PROPOSED SHENTEL 138' MONOPOLE ELEVATION N i.5. •*NOTE"" TOWER P3 TO HA`iE L GHTING IN ACCiRDA�'CEW'1' AA REGULATIONS PROPOSED SHENTEL ANTENNAS 00l1MnC'1:r*t AAITCAIAIA IKIC:nO AATInkl RGA IRr:V 11 SECTOR POSITION STATUS ANTENNA MANUFACTURER ANTENNA MODEL RAD CENTER AZIMUTH MECHANICAL DOWN TILT ELECTRICAL DOWN TILT RRH MODEL (PLATFORM MOUNTED) HYBRIFLEX QUANTITY & MODEL HYBRIFLEX LENGTH & DIAMETER 1 1 PROPOSED RFS APXVSPP38-C-A20 135-9' 20 0' 2 FD-RRH-2x50.800 Eucahybnd 114 212MM- x 5 CP 2MM 170'1 (1 - 114-) FD-RRH-4x45-1900 1 2 PROPOSED CELLMAX CMA-BDHH/3324/E0-6 135'-U' 20 0' 2 FD-RRH-4x30-1900 1 3 PROPOSED RFS APXVTMI4-C-120 135'-(Y" 20 0' 2 FD-RRH-SX20-2500 1 3 FUTURE RFS SB3-WSOOAMPT 135'-U' TBD 9500 MPR MPT-HC-HQAM (2) Cat5 RADIO 170'1 2 t PROPOSED RFS AP)CVSPPI8-C-A20 135'-0" 140 0' 3 2 FD-RRH-2x5D-800 Eucahybrid 114 12AVVG6- 2xl2MM5-CP 1791 (1-1/4-) FD-RRH�x45-1900 2 2 PROPOSED CELLMAX CMA-8DHH/3324/E0-6 135'-0" 140 O. 2 FD-RRH-4x30-1900 2 3 PROPOSED RFS APXVTMI4-C-120 1351-0" 140 0' 2 FD-RRH-8X20-2500 3 3 3 1 PROPOSED 2 PROPOSED 3 PROPOSED RFS CELLMAX RFS APXVSPPI8-C-A20 CMA-30HH/3324/EO-6 APXVTMI4-C-120 135'-0" 135'-0"E260* 135'-0"260 26Q 0' 0° 0' fi 1' 1 2 FO-RRH-2x50.800 FD-RRHAx45-1900 FD-RRH4x30-1900 FD-RRH-8X20-25001 Eucehybnd 114 VVG6- P 170't(1-1/4-) �112AVJG8- NOTES: 1. CONTRACTOR TO VERIFY PROPOSED ANTENNA INFORMATION IS THE MOST CURRENT DATA AT TIME OF CONSTRUCTION. 2. CONTRACTOR TO COVFIRM CABLE LENGTHS PRIOR -0 CONSTRUCTION 3. ROUTE PROPOSED i-YBRIFLEX CABLES INSIDE PROPOSED MONOPOLE. PROPOSED SHENTEL L.I.F.E. MOUNT PLATFORM AND HANDRAIL KIT (PART# PV-LPPI4M-HR-12-96) S CTOR 261f PROPOSED SHENTEL FD-RRH-4X30-1900 65MHZ VARIANT (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL CELLMAX CMA-BDHH/3324/EO-6 ANTENNA (1 PER SECTOR, 3 TOTAL) ANTENNA INFORMATION FUTURE SHENTEL MICROWAVE DISH PROPOSED SHENTEL FD-RRH-4x45-1900 65MHz VARIANT (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL FD-RRH-2x50-800 (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL RFS APXVSPPI8-C-A20 ANTENNA (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL FD-RRH-Bx20-25 (1 PER SECTOR, 3 TOTAL) PROPOSED SHENTEL RFS APXVTMI4-C-120 ANTENNA (1 PER SECTOR, 3 TOTAL) r,-'\ ANTENNA MOUNT #SHENTEL 500 SHL N I FI WAY P.0 00x 659 r.DIN21JPG, VA 22826-0280 (540) 98'. 5123 79 I:-bqujL= IBM c3rpvzczs, me i00 HIGHLAND ROAD, SUJITE 2( HERMITAGE, PA 16148 www.t-sgrd.CDM "TTALS 3 11.09.17 REDLINE REVISION REDLINE REVISION KE KE 2 9.25.17 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE "uj. 10019 1 NO.: 1 CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILI RD WINCHESIFR, VA 22602 N SHEET TITLE: ELEVATION & EQUIPMENT PLAN SHEET NUMBER: A-5 • 7.0' 0 0 N 1 1.8" DIMENSIONS, HxWxD: 72.0'xI1 ON7.0' WEIGHT, WITH PRE -MOUNTED BRACKLTS: 64.5lbs CONNECTOR (6) 7-16LONG NECK FEMALE I BOTTOM RF CONNECTOR, TYPE REMOTE ELECTRICAL—;" DOWNTILT ACTUATOR, TYP BOTTOM RFS APXVSPPI8-C-A20 ANTENNA DETAILS RFS APXVTM 1 4-C-1 20_ DIMENSIONS, HxWxD. 56.3'x12.6'X6.3" WEIGHT, WI FH PRE -MOUNTED BRACKETS: 561bs CONNECTOR: (8) 4.119.5 DIN FEMALE I (1) NF - CALIBRATION PORT PORT PORT I_ 5 � RFS APXVTMI4-C-120 ANTENNA DETAIL �2 NT5. 61 '" — a R-S MICROWAVE ANTENNA MODEL NO. S83-WlOOAMPT WEIGHT 50.7 LBS DIMENSIONS (DIA.) 36.0" MAX WIN) SPEED 124 MPH Alcatel -Lucent Multipurpose Outdoor Unit (ODU) WE GH� 1 1 LBS 4 MICROWAVE DETAIL ��� N.7.5. DIMENSIONS, H%WxD 81.1'x22.0 ;6.1' WEIGHT. 106 7Ibs CONNECTOR. (4) 7-16 FEMALE - BOTTOM -,.,SHENTEL I500 SHENTEL WAY 1 P.O. BOX 459 III ED!NBUPG, VA 22821.-0280 l(SLM 984-5123 I m.. TTALS 3 '1.09.17IREDLINE REVISION I KE 2 9.25.17�REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS I KE PR0,1. 10019 RFS APXVRRI3-C A20 ANTENNA DETAIL NO.: —a CHECKED BY: C.W.Clower, P.E.I RRH MOUNTING PIPE MOUNTING BRACKET AND HARDWARE o ° 0 0 0 ° ° NOTE: SEE SHEET A-2 FOR RRH QUANTITY AND LOCATION. NOTE: CONTRACTOR IS RESPONSIBLE FOR ACOU RING THE MOST RECENT PLUMBING DIAGRAMS ONCE SITE IS READY FCR CONSTRUCTION. 800 MHz REMOTE RADIO HEAD FD-RRH-2x50-800 WEIGHT 64 LBS. DIMENSIONS (WxHxD) 13%19.7"xl5" OUTPUT POWER 10OW POWER REQ. —48VDC 1900 MHz REMOTE RADIO HEAD FD-RRH-4x45-1900 WEIGHT 60 LBS. DIMENSIONS (WxHxD) 11%25"00.7" OUTPUT POWER 1BOW POWER REQ. —48VDC 1900 MHz REMOTE RADIO HEAD FD-RRH-4x30-1900 WEIGHT DIMENSIONS (WxHxD) N/A N/A OUTPUT POWER 18OW POWER RED. I —48VDC 2500 IAHz REMO-rE RADIO HEAD TD-RRH-8x20-2500 WE'GHT 66 LBS. DIMENSIONS (WxHxD) 17.5"x25.4"x5.7" OUTPUT POWER SOW POWER RED. —48VDC RRH DETAIL N T.S SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINt_HESTER, VA 22602 I--- iSHEET TITLE: ANTENNA DETAILS SHEET NUMBER: D-1 0 0 • • • 0 24" ICE BRIDGE KIT W/ TRIPLE TEE TRAPEZE (24 COAX SNAP -IN RUNS) (SITE PRO 1 IR24 SERIES, SEE FOOTING FOR P/N) J; 10'-D" --� UNIVERSAL T-BRACKET 1 24" FOR CABLE TRANSITION Z a z 0 AT CABINET C) C) (TYP AS NECESSARY) r (SITE PRO 1 P/N T600) \ a o o ow 00 CONCRETE w PAD uN a m NO i r BASE SHOE FOOTING (SITE PRO I P/N IB24B) (INCLS. BASE SHOES) a)a m0- a 3000 PSI r �_ NAL WEIGHT CONCRETE n 3" MIN (USE SITE PRO 1 P/N SWA585 ANCHORING KIT, 3 REQUIRED 8"0 MIN. PER BASE SHOE) DIRECT BURIAL FOOTING (SITE PRO 1 P/N 18240-216) --NOTE-- DIRECT BURIAL FOOTING MUST MEET LOCAL FROST DEPTH REQUIRCMENTS -- -----, Q_ICE_RRIDGE POST DETAILS TOWER TRAPEZE NOTE: ALL STEEL IS TO BE GALVANIZED! 2 TYPICAL TRAPEZE DETAIL N.T.S. FIELD CUT PIPE TO LENGTH CAP W/ GALV. METAL CAP ANGLE IRON SHALL BE BOLTED TO ICE. BRIDGE CUT ENDS FOR PROTECTION GALV. STEEL PIPE CAP -NAVEGUIDE SUPPORT BRACKET TRAPEZE MOUNTED GROUND BAR W/ #6 STRANDED TO JUMPERS 8 MAX 2,1" WAVEGUIDE ANGLE IRON SHALL BE BOLTED TO ICE _ ; ICE BRIDGE BRIDGE CUT ENDS FOR PROTECTION ' I n• HYBRIFLEX -� SHENTEL PPC .36" MAX GROUND Y CABINET BAR SHENTEL EQUIPMENT HYBRIFLEX CABLE #2 AWG BTCW IN .3/4" PVC CONDUIT (ENDS SHOULD BE SEALED WATERTIGHT WITH CAULKING) 3 1/2"0 SCH. 40 - GALV. STEEL PIPE SHENTEL B TS CA8INET z: GROUNDS TO BE I BONDED WITH a' LIKE METAL I #2 AWG BTCW IN 3/4" PVC CONDUIT GROUND RING n NOT USED N T,:, CADWEID 4" GRAVEL WASHER/NUT BOTH SIDES ALI. THREAD WASHER/NUT BOTi SIDES ASHER/NUT OTH SIDES F02 COAX 2 AWG BCTW GROUND LEAD FROM WA/EGUIDE TO WAVEGUIDE POST 1" CROWN TOP OF PIER 5 ICE BRIDGE SUPPORT SECTION N. T.S 3 z :f m ^')AL 500W LED LIGHTS, ) FIXTURE INSTALLED J PPC H-FRAME, (1 ) STALLED ON METER WK H-FRAME PPC SUPPORT POST i AMP., 125 VOLT NGLF POLE COVERED )GGLE SWITCH WITH EATHERPROOF BOX 4D PLATE HUBBLE ). HBL1201-7420 ;FI DUPLEX RECEPTACLE 2) #12 THHN WIRES c #12 GROUND IN 1/4" PVC CONDUIT TO CPC CABINET C� WORK LIGHT DETAIL r 1 5/8" UNI-STRUT SECURED TO I POSTS WITH U-BOLTS (UNI-STRUT NOT TO EXCEED 2" FROM MOUNTING POST AND NOT IMPEDE GEN PLUG) I W 4 �4 NORTHERN TECHNOLOGIES PART N: CS2S2-W7:i6 PPC ' ao CABINET s a. it Z POWER SHALL BE ' SLEEVED THRL TELCO CiAMBER (SCHED. BO) GRADE Ai 3 1/2" 0 FOSTS EMBEDDED IN 12"Ox3' DEEP CONCRETE FOOTING ••NOTE" PPC CABINET SHOWN. UTILITY BACKBOARD CONSTRUCTION SHALL BE SIMILAR PPC & BACKBOARD DETAIL SHENTEL 500 SHENTEL WAY P.D. BOX 45Y EDINBURG, vA 22826-0280 (5L0) 9B4-5123 *rwtczol IV 3 111.09.171REDUNE REVISION KE 2 9.25.17 REDUNE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PREUM CDS KE PROD. 10019 � NO.: ' ' CHECKED BY: G.W.Clcwer, P-El SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: SITE DETAILS SHEET NUMBER: D-2 • 0 • • • • CPS ANTENNA (BY LUCENT) 3 1 /2" i 3/4"t--.-3 3/4"t STANDARD 1" PIPE 2 7/8" t U-BOLTS I 3/4"t +i 'H -H ^ TILT HOLES FOR ADJUSTMENT �} N U-BOLTS NEW MOUNTING GROUNDING KIT BRACKET PLATE MINIMUM OF 75% OR 270' IN ANY DIRECTION OBSTRUCTIONS MUST BE BELOW 15, CPS MINIMUM SKY VIEW REQUIREMENTS- 1/2" GROUND KIT (MIN. B" BELOW BASE OF PIPE) 1/2" COAX TO HAVE ABILITY TO SLIOI UP AND OUT OF PIPE JDJU C _-#6 AWG GROUNDING KIT CABLE NOTE TO MGB (PROVIDED WITH KIT) 1. 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANT=NNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. 4. DO NOT SWEEP TEST GPS ANTENNA. PVC CONDUIT PLUG (DO NOT USE TAPE) PVC CONDUIT COUPLING PVC SCHEDULE-80 24" RADIUS, SIZE AS SHOWN ON LAYOUTS O GPS MOUNTING DETAIL N T.. z 0 M PVC SCHEDULE-40 SIZE AS SHOWN ON LAYOUTS CONDUIT STUB -UP DETAIL T N STRUCTURAL NOTES: 1. SPECIFICATIONS / CODES: -CONCRE-E WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE ACI CODE. -CONCRE-E SLAB COMPRESSIVE STRENGTH TESTING: CYLINDERS PREPARED IN ACCORDANCE TO ASTM C31. TESTING IN ACCORDANCE TO ASTM C39. -STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 9lH EDITION. -WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) D1.1-92 'STRUCTJRAL WELDING" CODE -STEEL. -REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE.' 2. MATERIALS: -CONCRETE: 1c - 3000psi. (MIN. U.N.O.) -REINFORCING STEEL: ASTM A615, GRADE 6D. -WIRE MESH: ASTM Alf5. -STRUCTURAL STEEL: ASTM A36. -ELECTRODES FOR WELDING: E 70xx: -GALVANIZING: ASTM A153 (BOLTS) OR ASTM A123 (SHAPES, PLATES) -EXPANSION BOLTS: HILTI KWIK BOLT 11, STAINLESS STEEL, Y4"ex4�4" EMBEDMENT OR AN APPROVED EQUAL. 3. CEO -TECHNICAL: -CONCRETE SLAB DESIGN IS BASED ON 2000psf SOIL BEARING CAPACITY. IF OTHER CONDITIONS EXIST, FOUNDATION SHALL BE REDESIGNED CONTRACTOR SHALL HAVE SOIL BEARING CAPACITY VERIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES- -ALL BACKFILL SHALL BE THOROUGHLY COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY -SURFACE SHALL RECEIVE A SMOOTH TROWEL FINISH COMPACTED STONE BASE I 3/4" CHAMFER (TYP ALL SIDES) TOP OF FINISHED GRADE. SLOPE AWAY FROM 2 LAYERS OF 6"x6" - CONCRETE. 1 W4xW4 WWF T I PLAT (PART] �_SHE�ITEE� 500 SFIENTEL WAS °. G. BOX 459 EDINBURG, VA 22826-0280 (5�.0) 984-5123 �r-sgv�D sty QEAVTCF.i, LILC � _ _ _ _ _ _ J ' 3 11.09.17 REDLINE REVISIONKE N ' 2 9.25.17 REDLINE REVISION KE tr CLR I 1 92217 REDLINE REVISION KE EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBGRADE & PLACE COMPACTED CRUSHED STONE OR GRAVEL 0 9.22.17 PRELIM COS KE 2 CONCRETE EQUIPMENT PAD DETAIL PRGJ. 10019 N T NO.: --(CHECKED BY: G.W.Cfower, P.E. 4 MOUNT DETAIL N.T s. SITE INFORMATION: AMHERST SITE N0. 15149 219 ROUND HILL RD WINCIIESTER, VA 22607 SHEET TITLE: 1 MISC. DETAILS SHEET NUMBER: D--3 It • 0 10' OF FENCING 2x4x8' WOOD FRAMING 4x4xl2' WOOD POST ow w ¢z Ow m w IN cc 0 0 o WOOD BOARD 0 it: w FENCING (TO MATCH EXISTING X w ADJACENT DUMPSTER ENCLOSURE) `PROJECT 1" ABOVE GROUND / AND SLOPE ALL AROUND (TYP) z 0 ,� CO U � 00 Ir 7 POST F00-ING 1 MIN. • N 1' SEPARATION 8-G-2.3 ON REQUIRED FROM IER -HAN 5' CLOSEST IG PARKING AREA 3' MIN. 'URS SNENTE l 500 SHENTEL WAY P.O. Box r.59 EDINBUPG, VA 2282L-028U (51.0` 9BL-SI23 T-K11�1 MERVIPM. VEX .• � ram, .. 1 SUBMITTALS 1 I 3 11.09.171 REDLINE REVISION KE 2 1 079 9.25.17 REDLINE REVISION REDUNE REVISION PREUM COS KE KE KE 9, 22.17 22.17 I III I AI I.. ( PROJ. 10019 I No.: CHECKED BY: G.W.Clower, P.E. PROPOSED WOOD FENCE (RATION REQUIREMENT DETAIL N.T.S. SITE INFORMATION: AMHERST SITE NO. 15149 Z19 ROUND HILL RO WINCHESTER,VA 22602 SHEET TITLE: WOOD FENCE DETAILS SHEET NUMBER: D4 ! 0 0 • • • 4' MAN GATE _I _ DOUBLE SWING GATE 2" (MIN) I -- 1,-2„ n DOUBLE -SWING GATE DETAIL GENERAL NOTES: 1. INSTALL FENCING PER ASTM F-567 AL DOUBLE 11 6" BELOW 1 LEROST LINE ;K 6 2 INSTALL SW MG GATES PER ASTM F- 900 3, LOCAL ORDINANCE OF BARBED WIRE PLSRMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS ALL PIPE TO BE GALVANIZED (HOT DIP, ASTM A120GRADE "A' STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL) 5. ALL OPEN POSTS SHALL HAVE END -CAPS. & USE GALVANIZED HOG -RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC �FENCING NOTES VERIFY WITH SITE PLAN TYPICAL FENCING DETAIL ilrs BALLOON REFERENCE NOTES: OCORNER, END OR PULL POST: 3" O.D. SCHEDULE 40 PIPE. OLINE POST. 2 I/2" NOMINAL SCHEDULE 40 PIPE, PER ASTM-FI083. LfNF. POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 10'-0" O.C. O7 TOP RAIL & BRACE RAIL. 1-5/810.D. STANDARD ROUND PIPE, PER ASTM-F1083. O4 FABRIC, 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392 OTIE WIRE: 9 GA ALUMMUM. A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED 12' O.C. POSTS/GATES AND 24" RAILS/WIRE. O6 TENSION WIRE 9 GA ALUMINUM OBARBED WIRE: DOUBLE STRAND 12-12' O D TWISTED WIRE TO MATCH WITH FABRIC. 14 GA, 4 PT BARBS SPACED ON APPROXIMATELY 5" CENTERS O3/16" X 3/4" (MIN) FULL HEIGHT STRETCHER BAR. O3/9" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIACONAL THREADED ROD 10 FENCE CORNER POST BRACE: 1 5/8" NOMINAL PIPE I 1 1' MAXIMUM CLEARANCE FROM FINISH GRADE 12 FENCE POST FOUNDATION TO BE I" FINISH ABOVE FINISHED GRADE 13 6' COMPACTED BASE MATERIAL 14 FINISH GRADE SHALL BE UNIFORM AND LEVEL. IS WELDED GATE FRAME. 2" O.D., SCHEDULE 40 PIPE, PER ASTM-F1083. I6 GAT=- POST 4" O.D., SCHEDULE 40 PIPE, PER ASTM-FI083. 17 GATE FRAME BRACE RAIL: 1 12' NOMINAL PIPE. PER ASTM-FIO83. 18 DUCKBILL OPEN GATE HOLDER VERIFY LOCATION INFIELD PRIOR TO INSTALLATION. 19 STYMIE LOCK MULTI -TENANT LOCKING DEVIC'E(I-5'SLIDE BAR AND 3 SLEEVES) 20 GEO"EXTILE FABRIC 21 CONCRETE FOUNDATION (MIN 3000 PSI). MINIMUM DEPTH: 6" BELOW FROST LINE 22 10- X 12" SHENTEL SITE INFORMATION SIGN CADWELD RUM p /2 AWG BCW IN FLEX CONDL VERTICAL POST CABLE TO CABLE CONNECTED CADWELD 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 100 F007 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 PING 4. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONOUO (TYP.) /2 AWG BCW IN FLEX CONDUIT CABLE TO CABLE `W%500i — /2 AWG BCW IN FLEX CONDUIT CADWELD (TYP.) ———— -m— — — —a RING GROUND12 AWG BCW (MIN 18" BELOW ROUGH GRADE) NOTE. I. THE 12 AWG, 8CW, FROM THE RING GROUND SHALL Of, CADWELDED TO THE POST ABOVE GRADE. 2. BOND EACH HORIZONTAL POLE/9RACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. GATE JUMPER SHALL BE N4/0 AVG WELDING CABLE OR FLEXIBLE COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH ENO DESIGNED FOR EXOTHERMIC WELDING. 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NDT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. 5. GATE POST GROUND LEADS AND CATE JUMPERS TO BE IN FLEX CONDUIT. 4 GATE B FENCE GROUNDING DETAILS Ills I 1:--SHENTEL 500 SHENTEL WAY P.O. BOX 459 EDiNSUPG, VA 22624-0280 i (54D) 984-S123 I 3 11.09.17 REDLINE REVISION I KE 2 9.25.17 REDUNE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM CDS KE PROD. i— 10019 NO.: CHECKED BY: " G.W.Clower, P.E. INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER,VA 22602 SHEET TITLE: CHAIN LINK FENCE DETAILS SHEET I NUMBER: D-5 • L` • ELECTRICAL & GROUNDING NOTES: I. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL COD: (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES. 2. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. 5. ELECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE IN ELECTRICAL METALLIC TUBING OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC OR RIGID SCHEDULE 8D PVC FOR LCCATIONS SUBJECT TO PHYSICAL DAMAGE) (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS SHALL BE IN ELECTRICAL METALLIC TUBING, ELECTRICAL NONMETALLIC TUBING, OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 80 PVC AS PERMITTED BY CODE). 7. FLECTRICAL AND TELCO WIRING OUTSIDE A BUILDING, ABOVE GRADE AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS (RGS) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS. B. BURIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID SCHEDULE 80 PVC); DIRECT BURIED IN AREAS OF OCCASIONAL LIGHT TRAFFIC, ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY TRAFFIC. 9. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS AND OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED. 10. ELECTRICAL WIRING SHALL 3E COPPER WITH TYPE THHN, THWN-2, OR THIN INSULATION, RATED AT 90'C 11. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC .AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY. 12. RUN TELCO CONDUIT DR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 13. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE 14. PPC SUPPLIED BY PROJEC' OWNER. PPC SHALL BE RATED 200A, 120/240V, 1 � WITH 24 CIRCUI- PANEL. MAIN CIRCUIT BREAKERS SHALL 200A, RATED 22KAIC MINIMUM AND BE MECHANICALLY INTERLOCKED WITH WALKING BEAM. PPC SHALL INCLUDE TVSS OPTION. GENERATOR RECEPTACLE SHALL BE 200A, 1,p. 3 WIRE. PPC LOAD CENTER SHALL HAVE 24 POSITIONS. 15, GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH METRO MOD CELL SITE GROUNDING STANDARDS. 16. GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. 17. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FCR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. 15. ALL POWER AND GROUND CONNECTIONS TO BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR OPERATION AT NO LESS THAN 75'C OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 19. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. 20. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 2'. APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND CONNECTIONS. 22. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN EXISTING TOW'_=R/ MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING. 23. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMNS MINIMUIV RESISTANCE REQUIRED 24. CONTRACTOR SHALL CONDUCT ANTENNA, CABLE, AND LNA RETURN -LOSS AND DISTANCE -TO -FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT. 25. METER CENTER TERMINAL BOX SHALL BE 600A, 240V, 140. LUG CONNECTIONS FOR SERVICE LATERAL SHALL BE SIZED TO ACCEPT CONDUCTORS AS SPECIFIED ON ONE -LINE DIAGRAM. SHORT CIRCUIT RATING SHALL BE 65 KAIC MINIMUM. METER CENTER SHALL BE 4 GANG WITH 225A RATED METER SOCKETS METER SOCKETS SHALL BE EQUIPPED WITH LEVER BYPASS FEATURE 26. ALL CONDUCTORS SHALL BE SIZED AT 75'C AMPACITY. ELECTRICAL LEGEND ol[3 NEW PANEL BOARD, SURFAC- MOUNTED MA EXISTING PANEL BOARD, SURFACE MOUNTED O DRY TYPE TRANSFORMER METER r< CIRCUIT BREAKER EDI NON -FUSIBLE DISCONNECT SWITCH, MOUNTED 54" A.F.F. LnI FUSIBLE DISCONNECT SWITCH. MOUNTED 54'A.FF. ro si TRANSIENT VOLTAGE SURGE SUPPRESSOR WITH BUILT-IN FUSES, SURFACE MOUNTED ® DUPLEX OUTLET, SURFACE MOUNTED, 20 AMPS. 125 VOLTS, SINGL_ PHASE O JUNCTION BOX, SURFACE MCJNTED 16' A.F F. —� EXPOSED WIRING -� HOME RUNS, MINIMUM 2#10 + 111OG IN 3/4' CONDUIT U.O.N. A.F.F. ABOVE FINISHED FLOOR U.O.N. UNLESS OTHERWISE NOTED WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER A AMPERE V VOLT KWH KILOWATT - HOUR C CONDUIT GRC GALVANIZED RIGID CONDUIT G GROUND GROUND I MGB MASTER GROUND BAR oMECHANICAL CONNECTION III o eCADWELD CONNECTION EGB EQUIPMENT GROUND BAR °MECHANICAL CONNECTION 10 -CADWELD CONNECTION — G GROUND COPPER WIRE, SIZE AS NOTED EXPOSED WIRING HYBRIFLEX CABLE O 5/8'x10' COPPER CLAD STAINLESS STEEL GROUND ROD �+- EXfffHERMIC (CADWETD OR °MECHANICAL (COMPRESSION TYPE) ONNECT)ON PPC POWER PROTECTION CABINET j OMNI-OIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALL I ELECTRICAL NOTES & LEGEND N. T. ", PROPOSED SHENTEL 2" U/G CONDUIT FROM RISER POLE AT EAST SIDE OF PROPERTY TO H-FRAME JUST OUTSIDE PROPOSED 2" SCH 80 COMPOUND FENCE FOLLOWING PROPOSED UTILITY EASEMENT. CONDUIT FOR POWER ! PROPOSED 2" SCH 80 PROPOSED SHENTEL CONDUIT FOR FIBER f MMBTS CABINET PROPOSED SHENTEL \ BBU CABINETS PROPOSED SHENTEL 40"x40"x 12" DISTRIBUTION BOX PROPOSED SHENTEL ICE BRIDGE v v PROPOSED 1-Y2" LIQUID TIGHT FLEXIBLE METALLIC CONDUIT FOR POWER ROUTED FROM MMBTS TO FIBER DISTRIBUTION BOX PROPOSED SHENTEL BBU CABINETS .,,,SHENTEL., 500 SHENTEL WAY P.O. BOX 1.59 EO;NBURG. VA 22821. 0280 (540) 9&.-SI23 1 4 E •M'� i ---- URVICEI, LLC PROPOSED H-FRAME PROPOSED SHENTEL W;TH METER BANK com xwT o�o,ersowwen etrE e[av,cce, uc PPC CABINET PROPOSED SHENTEL EQUIPMENT PAD 3 111.09.171REDLINE REVISION KE 1 j 2 9.25.17 REDLINE REVISION KE iI 1 9.22.17 REDLINE REVISION KE I 0 9.22A7 PRELIM COS KE 1 PRO.1. 10019 iNO.: I CHECKED BY. G.W.Clower, P.E. 2 ELECTRICAL SITE PLAN N.r.s. t PROPO n , ED BTSSCAB NETL M PROPOSED SHENTEL GPS PROPOSED 141" STEEL CONDUFF FOR POWER FROM PPC TO THE MMBTS PROPOSED SHENTEL PROPOSED SHENTEL 40"x40'x12" PPC CABINET DISTRIBUTION BOX I PROPOSED SHENTEL HYBRIFLEX CAES FROM ANTENNAS TO FIBER DISTRIBUTION BOX (1 16 PER SECTOR, TOTAL OF 3) ENLARGED ELECTRICAL PLATFORM PLAN N.I.S. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RO WINCHESTER, VA 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER: C-I r0 EX/Sr/NG UT/L/7Y POLE NOTES: 1. FINAL WIRING SIZES TO BE DETERMINED BY LUCENT POWER CABINET REQUIREMENTS. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCJRDANCE WITH CURRENT NATIONAL ELECTRIC CODES AND ALL LOCAL AND STATE CODES, LAWS AND ORDINANCES. 3. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 80 AND CONDUIT EXPO:;ED ABOVE GROUND SHALL B� RIGID GALVANIZED STEEL U14LESS OTHERWISE INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS. PROPOSED 600A, I PROPOSED 4 4. CONDUITS INSTALLED AT BTS EQUIPMENT THAT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE .TUBBED AND CAPPED 240V, 1� METER GANG METER AT 6" ABOVE GRADE OR PLATFORM, IF SERVICE LINES CANNOT BE INSTALLED INITIALLY, PROVIDE NYLON PUL_ CORD IN CONDUITS. CENTER TERMINAL BOX CENTER PROPOSED (1) a2/0 AWG COPPER GROUNDING ELECTRODE CONDUCTCR PROPOSED - GROUND ROD 200A O O O O PROPOSED 240V, 10, 200A RECEPTACLE FOR GENERATOR CONNECTION PROPOSED 200A, 120/24OV, 1 �, 24 CIRCUIT PPC WITH (2) MECHANICALLY INTERLOCKED, 22 KAIC RATED MAIN CIRCUIT BEAKERS, BRANCH CIRCUIT BREAKERS SHALL BE RATED 22 KAIC. (2) #1 AWG AND (1) N8 AWG GND 0 LOAD PANE f- 100 PROPOSED BTS CABINET (3) K3/0 AND (1) #6 GND ISC = 11,445.7A TO EXISTING TELEPHONE SFRVIC TELCO PANEL GROUND • CONDUIT SIZES SPECIFIED ON RISER DIAGRAM. SITE NUMBER: 13789 MODEL NUMBER: NORTHERN TECHNOL031ES VOLTAGE: 240V/120 PHASE: 1 WIRE: 3 MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS A/C: YES MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: YES ENCLOSURE TYPE: NEMA 3R N to GROUND BOND: YES PANEL STATUS: NEW INTERNAL TVSS: YES TDESCRIPTION BREAKE BREAKE p BREAKE LOAD WATTS BREAKER BREAKER BREAKER A L RIP T.j N KT L1 L2 1 BTS 100 2 NEW 7,680 -- NEW 2 60 SURGE SUPPRESSION 2 3 -- -- -- NEW -- 7.680 NEW -- -- -- 4 5 BBU 1 20 2 NEW 1,360 -- NEW 1 20 METER CENTER LIGHT GFCI 6 7 -- -- -- NEW -- 1,500 NEW 1 20 WORK LIGHTS 8 9 BBU 2 20 2 NEW 860 -- NEW 1 20 GFCI 10 11 -- __ -- NEW -- 500 NIA -- -- SPACE 12 13 SPACE -- __ N/A _- __ N A -- -- SPACE 14 15 SPACE -- -- N/A -- -- N/A -- -- SPACE 16 17 SPACE -- -- N/A -- -- N/A -- -- SPACE 18 19 SPACE -- -- N/A -- -- N/A -- -- SPACE 20 1 210 SPACE -- -- N/A -- -- N/A -- -- SPACE 22 23 0 SPACE -- -- N/A -- -- N/A -- -- SPACE 24 PHASE TOTAL 9,900 9,680 ..,_,SNENTEL 500 SHENTEL WAY P.O. BOY. 459 EDINBURG. VA 2282L-0280 (540) 984-5123 i If T-"VAMM SITE K3191. 09.171REDLINE REVISION KE 25.17 REDLINE REVISION KE 22.17 REDLINE REVISION KE 22.17 PRELIM CDS KE PROD 10019 NO.: ONE -LINE DIAGRAM (" N rs I CHECKED BY, G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER. VA 22002 LOAD CALCULATIONS NOTES 1. BRANCH CIRCUIT BREAKERS SHALL BE I^ SHEET TITLE: LIGHTING 1,500 VOLTAMPS x 1.25 = 1,875 VOLTAMPS RATED 22 KAIC MINIMUM. 2. ALL CIRCUIT BREAKERS SHALL MATCH SINGLE LINE AND RECEPTACLES - 720 VOLTAMPS x 1.00 - 720_ VOLTAMPS DISTRIBUTION PANEL MANUFACTURER. BBU MMBS -- _ 2000 1�� VOLTAMPS x 1.00 = VOLTAMPS 2.000_ VOLTAMPS VOLTAMPS 'CLASSIFIED PRODUCT" BREAKERS SHALL PANEL SCHEDULE MOTOR -FAN -- x 1.25 = 19,200 NOT BE USED. 6- VOLTAMPS x 1.25 = 0— VOLTAMPS 3. ALL WIRE SIZES SHALL BE #12 UNLESS OTHERWISE SPECIFIED. SHEET TOTAL LOAD (VA) NUMBER: 23,795 99.1 TOTAL LOAD (AMPS) AT 120/240V 1m PANEL SCHEDULE E — 2 N.,s Ll • • 2I" SPARE COND AT (THREADED LB) ELECTRIC FLEX CONDUIT FROM 2" CONDUIT STUF-UP TO BTS IS TO BE 2" FLEX WITH STRAIGHT CONNECTOR 3/4" LIQUID 1IGHT FLEXIBLE CONDUIT FOR TELCO FLEX CONDUIT FROM 2" GROUNDING (TYP) 3„ 3, CONDUIT STUB -UP TO BTS IS TO / BE 2" FLEX WITH LB AT THE BTS 4 7" L - 3 PROPOSED 2" POWER CONDUIT TO J POWFRHOJSE PROPOSED 4" CONDUIT FROM METER UNIT PROPOSED 2" TELCO CONDUIT TO FITS PROPOSED 4" CONDUIT FROM TELCO DEMARC 3" 2'-4" 3" 1 TYPICAL MMBTS EQUIPMENT PAD LAYOUT N.1 S. DUAL 50OW LED LIGHT, (1) FIXTURE NEW METER CENTER TERMINAL INSTALLED - AIMEO AT TOWER BOX SQUARE D EZM600TS 5'-5" PIPE CAP (TYP) NEW SQUARE D UZML114225 4 NEW SQUARE D EZML114225 GANG METER CEF.TER 4 GANG METER BANK NEW SHENTEL METER AND \ ` 200A CIRCUIT BREAKER NEW SERVICE LATERAL mnoI lu I ®P 13Lc 00 0OQ01 0000 N NEW GROUNDING ELECTRODE J CONDUCTOR NEW COPPER GROUNDING ELECTRODE P1D00 GALVANIZED UNISTRUT (FIELD VERIFY MOUNT HEIGHTS) 3"0 GALVANIZED PIPE OR RGS CONDUIT 3 UTILITY BACKBOARD DETAIL N T :;. LOAM AREA PAVED AREA FINISH GRADE 8" o M 9" -V '1 f SCHEDULE BO CONDUITS FOR NEW ELECTRICAL AND FIBER SERVICES. PROVIDE APPROVED PULL BOXES AS REQUIRED, AND COORDINATE 12" MIN INSTALLATION WITH ALL UTILITY COMPANIES IOR INTERFACING AT TERMINATION POINTS. PROVIDE TWO COURSES OF 1}2" BITUMINOUS PAVEMENT 6 ML YELLOW MAGNETIC WARNING TAPE "HIGH VOLTAGE" / SAW/CUT TO STRAIGHT EVEN EDGE BEFORE PAVING 8" GRAVEL BASE 6 / — 12" COMPACTED BACKFILL COMPACTED PROCESSED GRAVEL, 4" MIN, ON ALL SIDES NOTE: DETAIL AS SHOWN IS FOR SECONDARY ELECTRIC SERVICE. o_SHENTEL 500 SHENTEL WAY P.O. BOx L59 EDINBURG, VA ??824-0280 (540) 986-5123 I TOP, gERNxCEs. I w "iGHT o m.c USOUM¢o sre SERMES. uC FULL LENGTH PULL ROPES. i 3 11 09 171 REDUNE REVISION I KE PROPOSED 24"W UPPER ICE BRIDGE PROPOSED 1-5/8" GALV. STEEL UNISTRUT WITH 1 /2" GALV. STEEL U-BOLTS ANO LOCK WASHERS (TYP.) PROPOSED ENS CAPS (TYP.) (2) PROPOSED IY2"O LIGHTWEIGHT FLEXIBLE CONDUITS FOR POWER AND FIBER W/(2) PULL STRINGS PER CONDUIT (1 FIBER, 1 POWER) PROPOSED tY�"O F'YBRIFLEX CABLES (TYP. OF 1 PER SECTOR, TOTAL OF 3) 2 9.25.17 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9,22,17 PRELIM COS KE PROD. 10019 N0: Z BURIED CONDUIT DETAIL NJ 5 CHECKED BY: G.W.Cloaer. P.E. I 1 r 6' MAX =,1 2'-7 h"Wx 11 1-N6"Dx 3'-3 %"H NEMA 3R FIBER DISTRIBUTION BOX PROPOSED 3"0 ICE BRIDGE POST (TYP) PROPOSED 16"0 CONCRETE FOUNDATION (TYP) FINISH GRADE VARIES PER FROST DEPTH . L . 1 3" —j 8 MIN. I--- 7'-0" _DISTRIBUTION BOX H-FRAME DETAIL N T.I SITE INFORMATION: AMHERST SITE NO. 15149 219 POUND HILL RD WINCHESTER, VA 22602 SHEET TITLE: ' EQUIPMENT DETAILS i SHEET NUMBER: E3 • s ELECTRICAL SYNfI30 S low ABBREVIATONS �j GROUND TEST WELL WITH GROUND BAR ® GROUND ROD WITH ACCESS AWG AMERICAN WIRE GAUGE ECTW BARE COPPER TINI•.ED WIRE XIT GROUND ROD GPS GLOBAL POSITIONING SYSTEM ® GROUND ROD PCs PERSONAL COMMUN;CAT10N SYSTEM DISCONNECT SNITCH F'PC POWER PROTECTION CABINET ® METER ON METER/BREAKER UNIT PRC PRIMARY RADIO CABINET FWY RACEWAY CIRCUIT BREAKER TYP. TYPICAL FIGS RIGID GALVANIZED STEEL GE GENERATOR EMT ELECTRICAL METALLIC TUBING DWG DRAWING d MECHANICAL T"PE CONNECTION I;R INTERIOR GROUND RING (HALO) • CADWELD TYPE CONNECTION A.CCA ANTENNA CABLE COVER ASSEMBLY MIGB MASTER ISOLATED GROUND BAR ---- GROUNDING WIRE CIBGE COAX ISOLATED GROUND BAR EXTERNAL -{I}--- CB INTERLOCKING MECHANISM HTS BASE TRANSMISSION SYSTEM KEYED NOTES: GEN GENERATOR GR GROWTH PROPOSED GROUND RING EICW STRANDED INSULATED COPPER WIRE 1a PROPOSED TOWER GROUND RING 9 PROPOSED COMPOUND GROUND RING -02 N2 AWG INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING, 103 INSPECTION WELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER. 5/8" COPPER CLAD GROUND ROD, MAX SPACING: 10'-0" O.C. #2 AWG COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE/FENCE POST. .-SHENTEL SDO SHENTEL WAY P.O. BOX 459 EDINBURG. VA 2282..02RO (540) 984-5123 1 SUBMITTALS -� 160 NEW 3/0 BARE COPPER GROUNDING ELECTRODE CONDUCTOR IN 1" PVC 0 1/4" X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR. ,0 1/4" X 4" X 20" TINNED COPPER (UPPER) TOWER GROUND BAR. 3 11 09.17 REDLINE REVISION KE 09 1/4" X 4" X 20- TINNED COPPER (LOWER) TOWER GROUND BAR MOUNTED ON 2 9.25.17 REDLINE REVISION KE TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES. 1 9.22.17 REOLINE REVISION KE ,10 #2 AWG COPPER GROUND WIRE TO UPPER TOWER GROUND BAR 0 9.22.17 PRELIM COS KE 11 #2 AWG INSULATED STRANDED COPPER GROUND GATE JUMPER PROD. t0019 NO.: Q #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) 13 TEST WELL WITH GROUNL BAR (2 TYPICAL) CHECKED BY: G.W.Clower, P.E. 14 #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING NOTE S. :. 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.-� :'. ALL INSTALLATIONS SHALL 3E FIELD VERIFIED 3. ALL GROUND WIRE SHALL BE q2 AWG SOLID BARE COPPER TINNED UNLESS NOTED OTHERWISE. 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNW4RD 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 I AND UNDERGROUND CONDUIT. 6. EACH EQUIPMENT CABINET SHALL BE CONNECTED TO TH= GROUND RING WITH #2 AWG INSULATED STRANDED COPPER WIRE. SEE DETAIL 1 ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS. ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR. 13. KOPR-SHIELD ANTI -OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS `I. ALL CADWELD CONNECTION`; SHALL BE INSTALLED UTILIT+ZING THE PROPER CONNECTION/TOOL AND MATERIALS FOR THE PARTICULAR APPLICATION. 1') 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" POI T. 12. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CDNDUCTORS. 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. 11. THE GROUNDING CONNECTION TO THE POWER AND TELCD SECTIONS OF TF:E PPC CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT. y 15. ALL GROUND LEADS (ABOVE GROUND) WILL 8E PLACED IN 3/4" LIQUID TITS FLEXIBLI: CONDUIT, WITH THE `►Vj��*%t/ EXCEPTION OF THE GROUND LEADS GOING TO BOTTOM TOWER BUSS BAR WHICH WILL 8E IN RIGID PVC 16. ALL CONDUITS THAT LAY ON EQUIPMENT PAD SHALL BE SECURELY FASTENED DOWN TO CONCRETE PAD. TYPICAL EQUIPMENT GROUNDING DETAIL r,GROUNDING NOTES N.T.S. N.T.S. SITE INFORMATION: AMHERST SITE NO. 15149 e19 ROUND HILL RID WINCHESTER. VA 22602 SHEET TITLE: 'GROUNDING PLAN i AND DETAILS SHEET NUMBER: G-1 11 ,0 ANTENNA NOTES: i HYBRIFLEX CABLE DO NOT INSTALL CABLE GROUND KIT AT O A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. WEATHERPROOFING KIT (SEE NOTE 3) GROUNDING KIT SHALL BE TYPE AND � ?� PART NUMBER AS SUPPLIED OR ! {/^ CABLE GROUND KIT RECOMMENDED BY CABLE MANUFACTUREZ i y 1 WEATHER PROOFING SHALL BE N6 AWG STRANDED COPPER TWO-PART TAPE SUPPLIED WITH KIT. GROUND WIRE (GROUNDED TO COLD SHRINK SHALL NOT BE USED. GROUND BAR) (SEE NOTE 1 & 2) TO PRIMARY CABINET CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE N 1., 1 — ANTENNA CENTER SUPPORT INSIDE SILO • CABLE GROUND KITS #6 WIRE FROM GROUND KIT TO GROUND BAR El HYBRIFLEX CABLE LOWER EGB (MOUNTED TO TOWER) ANTENNA SUPPORT PIPE 1 1 1� 1 1 1 1' ' l 1 I I I / / 1 � 06 WIRE TO GROUND BAR (TYP.) UPPER EGB (MOUNTED TO TOWER) GROUND KIT LOCATED BEFORE HORIZONTAL BEND ICE BRIDGE/CABLE TRAY CABINET mI.Iim FIBER DISTRIBUTION BOX CONDUITS (2) #2 AWG TINNED SOLID 1 1 #2 AWG TINNED SOLID J / COPPER GROUND LEADS N I I COPPER GROUND LEADS TO EXISTING/PROPOSED \`y TO EXISTING/PROPOSED \ GROUND RING IN — i _ GROUND RING IN LIQUID—TITE----llll LIOUID—TITE `i EOU/PMENT GROUND RING J X2 AWC TINNED SOLID COPPER GROUND TOWER GROUND RING J LEADS TO EXISTING/PROPOSED GROUND RING IN LIOUID-TITE (TYP.) C TYPICAL GROUNDING RISER DIAGRAM N T.S. TO ANTENNA STANDARD GROUND KIT (TYP) H6 AWG STRANDED Cu WIRE WITH GREEN, 600V, THWN INSULATION (TYP) COAX CABLE (TYP FOR ALL) MONOPOLE ANTENNA GROUND BAR (CIGBE) TOP OF MONOPOLE LUG GROUND LUG OR EXOTHERMIC WELD ANTENNA GROUND BAR (CIGBE) BOTTOM OF MONOPOLE EXOTHERMIC WELD TO SHELTER ENTRY 12 AWG Cu SOLID BARE PORT VIA TRAY OR TINNED COPPER WIRE ICEBRIDGE MONOPOLE FOUNDATION #2 AWG BCW SOLID TINNED #2 AWG BCW SOLID GROUND RING TINNED EXOTHERMIC WELD TO MONOPOLE _ BASE PLATE �- EXOTHERMIC WELD (TYP.) NOTE 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF MONOPOLE, ANTENNA LOCATION AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. ANTENNA CABLE GROUNDING I,% �.� S GRADE z [MECHANICAL CONNECTION L GROUND RING y2 AWG BCTW GROUND ROD COPPERWELD 5/8"0x10'-0" LONG 5 GROUND ROD DETAIL NIS. GROUND FEEDS THROUGH DISTRIBUTION BOX FRONT VIEW WITH DOOR REMOVED TO SHOW DETAIL TO BGR #2 TINNED COPPER WIRE GOES INSIDE BOX TO EXISTING DOUBLE TERMINAL BLOCK. UTILIZE SEAL-TITE AND FITTING DISTRIBUTION BOX FRONT VIEW INSTALL GRID A smr.. N.T.S. �_Z 12AWC BTCW CADWELD TO BURIED GROUND RING (3GR) R 5 FIBER DISTRIBUTION BOX GROUNDING DETAIL N T... FLAT WASHER (TYP) ,,- FLAT WASHER (TYP.) %"xt-Y." HEX BOLT LOCK WASHER (TYP.) GROUND BAR NUT (TYP.) EXPOSED BARE COPPER TO BE KEPT GROUNDING CABLE TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYP.) SEL'Q NOTES: 1. "DOUBLING UP" OR -STACKING- OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL MECHANICAL CONNECTION LOCATIONS. 3. ALL CONNECTIONS TO GROUND BARS INSTALLED ON ONE SIDE ONLY 4. ALL GROUND LEADS SHALL FLOW IN A "DOWNHILL" DIRECTION TOWARDS THE MAIN GRCUND SOURCE. GROUND WIRE TO GROUND BAR N. T.:. _SNENTEl. $00 SHENTEL WAY -.1), BOX 459 EDINBURG, VA 2282 0280 (540) 984-5123 . !r T sQLi��ED i1 i ssxviczs, V s. 0 �- SU13MITl ALS �3 11 09.17 REDLINE REVISION KE 2 9.25.11 REDLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17 PRELIM COS KE PROJ. 10019 NO.: CHECKED BY: G.W.Clower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 cl9 ROUND HI_L RD WINCHESTER, V/. 22602 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER- G -2 • 0 • FROM ANTENNA JUMPS-R REQUIRED ONLY WHEN 1 1/4"0 AND LARGER (TYP.) CABLEWAVE CONNECTOR" WEATHERPROOFING KIT (TYP.) NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WARE DOWN TO CIGBE. WEATHERPROOFING K T, CABLEWAVE (TYP ) CABLEWAVE GROUND KIT (TYP.) (SEE NOTE) ANTENNA CABLE TO 1 CABLE TRAY (TYP.) a6 AWC HARGER BUSS BAR MOUNTED NEAR/BELOW ANTENNA GROUNDING DETAIL �I N T 0 5 3/4" 7/16 0 0 0 2 ° ° 00 0 0 0 0 0 0 �0 0 0 O 0 o S 0 0 0 0 ° �l t 0 LEGEND 1- COPPER GROUND BAR, Y,"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. INSULATOR GROUND BAR DETAIL (AS REQUIRED) N. T.S 8" DIA. x 24" DEEP INSPECTION WELL P.V.C. SOIL PIPE WITH CAP OR EQUIVALENT EXISTING GRADE I w I z J Ln N _Z 0 0 iO o � J Iw 44 6 � CADWELD (TYP') 5/8" DIA. x 10' LONG COPPER CLAD GROUND ROD CADWELD a— #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 N —_- I 1 p2 SOLID TINNED COPPER #2 AWG SOLID TINNED COPPER WIRE CADWELD CONNECTION (TYPE-GT) TO GROUND ROD GROUND TEST WELL- DETAIL Nt S. CD 3/4 0 ;7/16" 2 0 0 0 Vp 0 0 0 0 0 0 0 0°Q(q� O 0 0°oj' J t LEGEND 1- COPPER GROUND BAR, Y4"X 4"X 20". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2- 5/8" LOCKWASHERS. 3- WALL MOUNTING BRACKET. 4- 5/8-11 X i" H.H.C.S.BOLTS. UNINSULATED GROUND BAR DETAIL SAS REQUIRED) N. T.S ANDREW GROUNDING BAR #UG5KIT2 OR EQUAL ANTENNA MOUNT GROUND CABLE GROUNDING NG KITS CADWELD FOR LOWER EGB TO GROUND PING (TYP. OF 2) 3 EQUIPMENT GROUND BAR SPARES SHENTEL 500 SHENTEL WAY P.O. BOX 459 EOINBUPG. VA 22824-0280 (540) 984-5123 -sQ�u a siT may;C1e�; t,t l.. •fir!'.. i�.. SUBT11 3 11.09.17 REDLINE REVISION KE 2 9.25.17 1 REDLINE REVISION KE 1 9.22.17 REDUNE REVISION KE �0' 9.22.17 PRELIM COS KE r Ra. 10019 NO.: CHECKED BY: G.W.Clower• P.E. M:SITE r . � 1 1 � 1.�I �NI Ir1• i �I�JL INFORMATION: CADWELD 70 GROUND RING SITE PRO UGB KIT OR EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND CADWELD MOUNTING BRACKETS AS SHOWN TO GROUND RING %1 MASTER GROUND BAR (MGB) N.T.S. AMHERST SITE NO. 15149 219 ROUND HILL RU WINCHESTER, VA 22602 I SHEET TITLE: GROUNDING I DETAILS SHEET NUMBER: I G-3 0 0 EMERALD ARBORVITAE OVERALL DESCRIPTION 1-1 • 18"x1/2 WHITE PVC SECTION STAKE TREE (3X ® 120) WITH STEEL "TEE" STAKES DOUBLE GALV. WIRE - TWIST IN MIDDLE WITH PLIERS TO SECURE - ALLOW 1" TRUNK MOVEMENT, ROUTE WIRE THRU FABRIC. PROTECT TRFE COLLAR W/GROMMETS. PLACE STAKES 8" MIN. INSTALL CROWN OF ROOTBALL 4" ABOVE SURROUNDING FINISH GRADE. 3" WOOD MULCH, KEEP 6" FROM PLANT TOP OF ROOT BALL_ �.�—TRUNK 3 INCHES ABOVE FINISHED ;. .-------OUTSIDE OF PIT EXCAVATION. FINISHED GRADE EXISTING SUBSOIL 00 ALL DIAMETLR AMENDED SOIL - SEE SPECIFICATIONS & PLANTING NOTES, NOTE: REMOVE ALL WIRE, TWINE & PLASTIC FROM ROOTBALL, AFTER PLANT IS SET, PULL BACK AND REMOVE BURLAP FROM TOP 1/2 OF ROOTBALL, SPLIT REMAINING BURLAP. TREES WITH CRUMBLED OR BROKEN ROOTBALLS WILL BE REJECTED. PRUNE DEAD OR DAMAGED LIMBS. COMPLETELY REMOVE WIRE BASKET. PROVIDE 6" HIGH WATER RING IN BUBBLER IRRIGATED AREAS. AREA TO BE MULCHED WITH BARK AND PLANTED WITH A MIXTURE OF LOW GROWING SHRUBS EVERGREEN TREE SCREENING ARBORVITAE - EMERALD ARBORVITAE - 48"-60" TALL ® PLANTING APPROXIMATELY 9 TREES GROWTH RATE- MODERATE - MATURE HEIGHT - 10-15 FT MATURE SPREAD - 3-4 FT 1 EVERGREEN TREE PLANTING NT S. NOTES: 1. FINAL DECISION ON TREE STYLE TO BE MADE BY SHENTEL 2, ALL TREES AND SHRUBS SHALL BE PLANTED IN BARK MULCH BEDS ® 8"-0 O.C. 3. ALL LANDSCAPE AREAS LOCATED ALONG THE PFRIMETER OF THE FENCE SHALL SLOPE AWAY FROM THE FENCE, 4. THE PREPARATION OF ALL SEEDBEDS SHALL BE IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 5. ALL TREES SHALL BE PROPERLY GUYED AND STAKED, AND THE TREE TRUNKS SHALL BE WRAPPED FROM THE GROUND SURFACE UP TO THE LOWEST BRANCHES. 6. MULCH SHALL BE SHREDDED BARK. U GENERAL NOTES & SYMBOLS N PYRAMIDAL ARBORVITAE REACHING 10-15 FT, WITH A SPREAD OF 3-4 FT. BRIGHT, LUSTROUS, DEEP GREEN FOLIAGE WITH LITTLE OR NO DISCOLORING IN WINTER COMPACT, DENSE GROWTH. EXCELLENT SCREEN OR WINDBREAK WHEN SPACED 2 TO 3 FEET APART. VERY POPULAR TREE - VERY EASY TO GROW WITH A MODERATE GROWTH RATE. MATURE SPECIMENS NOTED TO BE COLD HARDY TO AT LEAST -40 F. INTRODUCED IN 1950 IN POULSEN, DENMARK. PLANT FACTS & SPECIFICATIONS • MATURE HEIGHT • 10 - 15 FT • MATURE WIDTH 3 - 4 FT • GROWTH RATE MODERATE ( 6" - 12" AVG PER YR ) HARDINESS ZONES : 4 - B • SUN EXPOSURE : FULL TO PARTIAL SUN • SOIL 'REFERENCE : AVERAGE TO SLIGHTLY SANDY & ACIDIC - WELL DRAINED • FOLIAGE COLOR & TEXTURE : EVERGREEN - SOFT, BRIGHT GREEN, AND ARRANGED IN SOMEWHAT VERTICAL FANLIKE SPRAYS. • FLOWER, CONE, OR BERRY FACTS : CONES - VERY SMALL CONES NOTED ON OLDER SPECIMENS 6 - 7 YRS & UP ). CONES BEGIN AS A GREEN COLOR, AND RIPEN TO A COPPERY BROWN COLOR. • DISEASES / INSECTS : SUBJECT TO BAGWORMS, LEAF MINER, AND SPIDER MITES. ALSO A KNOWN FAVORITE FOR DEER BROWSING. • RECOMMENDED SPACING : 3 FT APART RECOMMENDED FOR MOST TYPICAL PRIVACY SCREEN OR BORDER PLANTINGS. DEER RESISTANCE RATING : LOWEST RESISTANCE [ 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 10 ] HIGHEST RESISTANCE FERTILIZATION/FEEDING : FOR MAXIMUM HEALTH & HARDINESS, WE HIGHLY RECOMMEND POOPEAS FOR USE WITH ALL OF EVERGREEN SPECIES HOWEVER, EITHER WATER SOLUBLE ( MIRACLE GRO, OR EQUIVALENT ), OR GRANULAR FERTILIZERS ( HOLLY TONE IS EXCELLENT ) ARE ALSO GOOD OPTIONS. MOST ANY GRANULAR FERTILIZERS WITH A 6 - 12 - 72, OR 10 - 10 - 10 RATIO ARE ALSO ACCEPTABLE. BEST TO FERTILIZE IN EARLY SPRING. AND AGAIN IN MID FALL - AVOID FEEDING STANDARD CHEMICAL FERTILIZERS DURING HOT SUMMER MONTHS, AND DIRECTLY AFTER TRANSPLANTING, POOPEAS MAY BE USED AT ANYTIME. EMERALD ARBORVITAE OVERALL DESCRIPTION N. i.S MAINTENANCE OF LANDSCAPING • ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY SHENTEL, REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES AND PEDESTRIANS. • DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. REPLACEMENT SHRUB SIZE CONSISTENT WITH THAT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. " REPLACEMENT TREES AT 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION, UP TO 5" CALIPER. 4 LANDSCAPE MAINTENANCE N T.S. _SHENTEL V- . S00 SHENTEL WAY P.O. Box 459 EDINBURG, VA 2282L-3280 (540) 984-5125 *ZRVYCE9, LLC I CQMnHT O WIG T-SQUARED SITE SERVICES. LLC I ,l-Gm T TAL S I I I 3 11,09.17 REDUNE REVISION KE 2 9.25.17'REOLINE REVISION KE 1 9.22.17 REDLINE REVISION KE 0 9.22.17;PRELIM CDS KE NO.: 10019 CHECKED BY: G.W.Gower, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 219 ROUND HILL RD WINCHESTER. VA 22602 SHEET TITLE: GENERAL LANDSCAPING SHEET NUMBER: L-I 0 • TREE PITS SHALL BE AT -EAST 2 FEET GREATER N DIAMETER THAN BALL SIZE, AND AT LEAST 2 1/2 FEET BELOW FINISH 3RADES. NOTE: AFTER REMOVAL OF BURLAP, TREE SHALL BE PLANTED IN TOPSOIL. TREE SHALL BE GUYED AND PRUNED. THE SOIL IS GRADED IN THE FORM OF A DISH TO CONSERVE WATER. TRANSPLANTING TREE DETAIL N; S. • TURNBIICY,(L 0 TWr,TL n wlr, BRACING LARGE TREES DETAIL (FOR TRUNK$ 5 If • 011 •Its: • , p i,:. I,AMAN N Iw aU Y 1 ww foe alrwi I.,,. � a •'•r tootia 4A" MJIi M�� f 1! t• .• . r-...c A i � 4•n l ai - .•M r. M �A I�Irf�rlt�v .w1A'+ R •� �t vo MooMwitMM *now M ai%te- s - a ut.... toi�AirM — M Mf ws♦ f►- a tWut M r 9!$1 1 „ al r 14. { 00 Ri,*4 �wt al %4 *&doom oi, ow o"s 'M �1i kaa. a�IN WMPM lea - to A• 74 •a MN AI r s•- wo" r low 004* �e1•e i! { f� •1! M A�Aw, eA 14 +N i/ MW f e ItI 1 00 i i .I + M Via) OMM AN ♦f.1 in •1 , el • e. u Mr �rM1UW rr 1hM M I 01 ty1 1 nAIf w'Ao, a v..: .. a' H111at1ia awe HaAfn ��.et Fnwp� mnN., A A , ,'. .. .•r«, w'Itt I reft �•11 r. l.- •..� Ir , n. sir n , ,{.. .. 1. ' Wp r. r,/i.• '• • NDII•.1 NI I;HOWN UNUEH CLIWTIC iANnIT10N5 ve ! n I+1 OII II:0.1 CI LUCAnUN, FREE Of DISEASE, i•Ar • ' 1' ANU I NIVAI bN' ... ' N1 .IIII NtIL Wllll A fIRM NATURAL BALL, LARGE 1�'LN IM' • Alt III to )I I•, AND tEEDING ROOTS. 1 1}I' ` t•, •i••-,II, Wt1.I if IN SIZE. SPREAD AND BRANCH • A•1 II I I All I , UI I M RI 0 THAT CANNOT BE PIANTEO aM• .. 1'0+R11:111) Willi SOIL. STRAW OR OTHER -M4H • . 'I. '''f' 1.1 IA A IYPL THAT ARE SLOW GROWING, .• I• ); I,.r • IIAV III C(NJSUII IOV AND COMMONLY 1 IIII 1'MMI IA - .F- .'1•wN, IRII +X WEEDS STONES, ROOTS, AND Yt .e♦^AM' ...I k•. 1 y I11 wN a + A I , IRI I PROM DISEASE AND MIXED TO r!I>t�tM) '• e . .1:' ILA Hltt COVERAGE FOR T)IE GRASS TYPE HtIt34XLA1M1t', ' • •UR . 1 UCF TO EDGE AND 'NTH STAGGERED • wit-, , INIAV1 WITH SOO BED BY TAMPING N'INI' Will ORGANIC HUMUS • •' RI. A I)ON AS LXCESSIVE DRYING IS EVIOENT. • I.11'1 WATERED UNTIL CRASS IS ESTABLISHED. . .. „) %oimIO. + •A. r 1:GN 'I I 'A)U SHALL BE STAKED IN PLACE UNTIL ' _. •� - .: I'•d:;, APPROPRATE FOR THE SEASON AND • A'• 10 PRODUCE A LAWN WITH FULL NIX L AND ?HOROUGHLY WATER AREA. I AI • TAW Will Mi STRAW MUST BE KEPT WET i NI)► 'r +• 'A){.. 111111117ATION AND UME APPLICATIONS • F1*' ++•: H' III I/FINNED AND TREATED FOR THE 4', by •• MN n, ' RXII•,, AND REFUSE. AERATE SOIL 1,- - A 1{P INII) TOP SOIL. INHLL SEED AT HALF PkiOR YO EXCAVATION A.• t" Oil IW'a11I1111 WIIH A SOIL MIXTURE OF 2/3 •„ 1 •• •IAn P •.InI ANU i • i i'(Af MOSS (BY VOLUME) WITH • nw,.. ,; I • IN 1NM INR AND 6 nT FERTILIZER FOR EACH - n IMi •I ql aH. I•. H) 1.1 1.1 CUTED IN 6 LAYERS, EACH ' , • •ANTI '• W. fl IIWl)IX.IRY WATERED. 6 •• , 1-14AP, ARE 10 HAVE THE TOP 1/3 OF •M IIII TOP OF THE BALL AFTER PLANT IS - 11 •R 0IRI. IUWARD PUBLIC (STREET AND PARKING sA; ♦, ♦ • . .. AI'('f ARMCF AND SYMMETRICAL FORM. . •.r•M. INII•. ANN 'JIRU8S ARE TO HAVE A A' HIGH EARTH ' t U 11 IMMLHR. FORMED AROUND THE Pit AND FRIED '1.1,-, ul ' At I IN OR IARGFR ARE TO BE PROPERLY GUYED •.•A.lu ttoNlr •. ANT 10 BE WRAPPED FROM THE GROUND UP .n rN'•.I :r Will IiIIANCIIFS „iA ti. ;N Al- WI n'U. ;("IRS. BROKEN OR BADLY DAMAGED " "I '•III III 0.t•,N Mum,ELY 1/3 OF LAST SEASONS GROWTH ,I.RNIr I•, IAI '.r 11„'11 t11e1G URANCHES. N •• IW 1 /R tuP� D;R U I'WTK: PINE, HARDWOOD OR OTHER ... 1 A!•IMnJ11' .1, 11.1 1 WINEER. -1 WIIIU UP- SHALL BE OF SJFFICIENT .• !,)I IHAVEiGROWTH STRUCTURE AFFECTED. ` ,+AIf1 ""M " WIIH TREE PAINT. PAINT 1.1, r.l HOSENE, TREE OR OTHER 1144:NA' ILA •Mr1 MAMIAI,I IIIXLtHSTANTIAL COMPLETION IS r.:; I: II All IA.,Nt'•d A)'P1,. 1'•i'A :;P,, TREES, SHRUBS, ETC.) INCLUDING ,A:I NMI,., o1; 1AV1•, •XI 14nIM.. 1'11IINING. CLEANING UP AND OTHER MI.:IMAI , AJ1 A'. ". At'I"<!N'NM,II I .II,h 11.' •,v'• PI 1,N4I1 All WUMK INCLUDING IRRIGATION SYSTEM, n••, p' AN..:I) A!H MAN RW S IN WRITING FOR ONE FULL •.I.•.':AI.. ;A • •N•, -?I )"II 4AIfNDAR YEAR WHICH EVER IS LONGER I11,- WNn'ARIt 111;, ,)' WP I , I.MMf NCF. ON THE DATE OF SUBSTANTIAL ,IXNp1 fNN' IN ill; ir�IAlt AIM)N Of THE LANDSCAPE AND IRRIGATION , t•.II M CON INACIOk 'a W i NO 1 d1Y IFJ ILA THE OWNER REPLACE WITH LIKE MAII NIAL ANY INYAI.11). IX,1A IN INT UEAn PUNT OR GRASS AREAS WHICH DI;G'VI+• WORN III) WAI'aANIY 111:001). ALL REPLACEMENT MAILRIAL SHALL III WANNAl111II II94 111E SAME ORIGINAL REOUIREMEWS OCGINNINC WITH IIII [All IM 11' IN•,TAILAIION. LANIXSCAPING NOTES SFIE NTE! SOO SHENTEL WAY P.O. BOA 459 EDINBURG, VA 228ZL-0280 (540) 9BL-5123 !r i vww= slim NwIcu f COPYRIGHTC.i01e T•SOVMlO MTE SEAVX:tS.IIC SUBMITTALS - I 3 11.09.171REDUNE REVISION KE 2 9.25.17 REDLINE REVISION KE 1 9.22.17'REDLINE REVISION KE 0 9.22.17;PRELIM COS 1 KE PROD. 10019 I NO.: CHECKED BY: G.W.CloweT, P.E. SITE INFORMATION: AMHERST SITE NO. 15149 2; ) ROUND HILL PL) WINCHESTER, VA 22602 SHEET TITLE: GENERAL LANDSCAPING SHEET NUMBER: L-2 _Y 8� J u Always Connected to YOU RF Brief for Proposed Amherst Site it WAlSSH149 Frederick County, VA is a hub to some of Virginia's major highways. Among these,1-81 and Route 37 are the busiest roads carrying traffic north and south through the county to other nearby metropolitan areas. As the county progresses, the neighborhoods surrounding the Intersection of Route 37 and Highway 50 are rapidly increasing the amount of data used by wireless devices. The continued growth In this part of Frederick County has stimulated the need for additional resources and infrastructure for wireless data access. This area is especially important because the existing site serves the many users at Valley Health Winchester Medical Center, Wal-Mart and the recently constructed restaurants, Virginia department of Transportation Center, the Farmer's Livestock Exchange, and Spring Arbor Senior Living Center. There are also users at the Courtyard by Marriott hotel, as well as Candy Hill Campground, which has 100 plus campsites. Furthermore, the continued expansion of outpatient clinics at the medical tenter will create an even larger demand. Shentel currently operates a site collocated on a power pole in the interchange of southbound Hwy 37 off ramp. This installation has severe limitations due to the nature of the structure. This pole Is a transmission tower and is not capable of supporting the additional antennas and radios needed for upgrade. The proposed site will increase capacity and improve customer experience inside the buildings that are in this area. This proposed site Is in the center of other sites that do provide offloading as well as some coverage to this area. The surrounding sites have all been upgraded with the additional + technology and upgrading this location as proposed is extremely important to the network. The attached plots clearly show these surrounding sites and visually represents the need. Shentel, as well as the entire wireless industry, has seen an increase in data usage over the past few years that doubles every nine months. This is the case for the existing sites surrounding the proposed site location. These neighboring sites have experienced maximum usage resulting in slow data speeds or limited access. The proposed site (Site Number: WA15SH149) referred to as "Amherst" is located on the Bishop property at 219 Rotund Hill Road. The tower is to be placed In the rear behind the salvage yard and to the west of the Shenandoah Valley Electric substation. In conclusion it is evident from the data capacity analysis and the RF simulation map that the proposed replacement site WA15SH149 Amherst will improve data availability and in -building service. The proposed site at 138 feet will provide adequate in -building RF signal in this location and surrounding hospital/residential and commercial areas, thus fulfilling Shentel's desired coverage objective and company standards for reliable wireless service. Regards 27 James Boley RF Engineering 0 0 0 0 E • L �I it 7W- y r I 1/ - - 1 r Y VIA06SH377 Id d �VA15SH149 6 A68 SH999 W 13SH .31 ti I WA07S 050 _i iri 46 WA035H177 r 10 ,• � 0 Topo VbAW e.0 c' Sft 739 it 37 ix t�PPG v�✓' v� w z I 3Z "din. ; t ` o , CgRO S p Pill 00 t r STONEWALL55do VV p 37 Cerdy Hti�.^arnpprou Inc G ti w 1 E/T2ELL Pt. CUIJON PL jln 1. wgY�No HE FJ PL 04 37 cis J° Y � NilI, _. scale 1 : 24.000 Data use sub)W 10 ocense. © 2006 DeLorme. Topo USA® 6.0. www delorme.com 1" = 2,000.0 ft Data Zoom 1: -1 0 -- --N- rIWINCHESTER REGIONAL AIRPORT � 491 AIRPORT ROAD mm` 0 WINCHESTER, VIRGINIA 22602 TOP OF VRGM) (540) 662-5786 December 7, 2017 Lynn Koerner Shenandoah Mobile, LLC 3126 South Ox Road Edinburg, Virginia 22824 Re: Conditional Use Permit 138" AGL Monopole 219 Round Hill Road, Winchester, VA Back Creek Magisterial District Dear Mr. Koerner: On behalf of the Winchester Regional Airport Authority I offer the following comments on the above referenced application for a conditional use permit for construction of a 138' monopole. Based on the specifications included with the application the structure will have a max height of 142' to accommodate wireless equipment. 1. Our office received a copy of the completed aeronautical study your firm filed in accordance with the Code of Virginia, Section 15.2-2294 and Federal Title 14 of the Code of Federal Regulations CFR Part 77, with the Federal Aviation Administration for an airspace study analysis. 2. Cranes and/or temporary construction equipment exceeding the maximum height provided by the applicant will require separate filing with the FAA for review and comment prior to start of construction. 3. Any and all requirements specified by the FAA in the final airspace determination must be complied with at all times and should be included in all construction specification documents. 4. For continued safe and efficient operations of all aircraft and helicopters transitioning through the airspace of the Winchester Regional Airport, the Authority requests all towers be lighted and/or marked in accordance with FAA Advisory Circular 70/7460-1 L, Change 1 as a condition of approval by Frederick County as recommended by the FAA. Provided all conditions are met, the Winchester Regional Airport Authority has no objections to the Conditional Use Permit Application. Should you have any questions or need additional information, please contact this office (540) 662-5786. Sincerely, S. R. Manuel Executive Director Em: Chad Carper, FAANVADO • Scott Denny, VDOA Adam Switzer, Delta Airport Consultants COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 January 22, 2018 Mr. Lynn Ko ener Shenandoah Mobile LLC 3126 South Ox Road Edinburg, Virginia 22824 RE: Request for Historic Resources Advisory Board (HRAB) Comments Shentel — Conditional Use Permit Application; PIN#: 54-A-254 Zoning District: RA (Rural Area) Dear Mr. Koener: The Frederick County Historic Resources Advisory Board (HRAB) considered the above referenced Conditional Use Permit Application during their meeting on January 16, 2018. The HRAB reviewed information associated with the Rural Landmarks Survey, information from the Virginia Department of Historic Resources (VDHR) and information provided by -the Applicant. The proposal seeks to construct a 138-foot commercial telecommunications tower with accessory equipment building on a property located at 219 Round Hill Road, Winchester in the Gainesboro Magisterial District. Historic Resources Advisory Board Comments: The Study of Civil War Sites in the Shenandoah Valley published by National Park Service Study of Civil War Sites in the Shenandoah Valley does not identify a core battlefield within this area. The property is located within the study area of the Second Battle of Winchester. The Rural Landmarks Survey Report for Frederick County Virginia identifies two mapped properties within a one -mile radius of the subject site: • Walnut Grove (#34-0098) — potentially significant • Stoney Acres (#34-0088) —potentially significant After reviewing this infornation and the Applicant's materials and proposals, the Historic Resources Advisory Board (HRAB) recommended approval of the Conditional Use Permit as presented. Thank you for the chance to continent on this application. Please call if you have any questions or concerns. Sincerely, Candice Perkins, AICP, CZA Assistant Director CEP/pd u7n r >}� Submittal Deadline • :.,; z<�°^I , �� . P/C Meeting ;,1 BOS Meeting tilfit' re, ". APPLICATION FOR CONDITIONAL USE PERMIT FREDERICK COUNTY, VIRGINIA 1. Applicant (heck one): Property Owner Other jvAME• Shenandoah Mobile, LLC (Shentel) ADDRESS: PO Box 459, 500 Shentel Way, Edinburg, VA 22824 TELEPHONE: Lynn Koerner Consultant for Shentel - 540-335-0030 2. Please list all owners, occupants, or parties in interest of the property: Gregory A. Bishop 3. The property is located at: (please give exact directions and include the route number of your road or street) 219 Round Hill Road. - Proceed west on Amherst Street to Hwy 37. Continue straight on Northwestern Pike (Hwy50) for 1/2 mile. at the light, turn left and proceed on RT 803, Round Hill Road, for 1000 feet and turn left. Bear left around the building and follow existing gravel road to eastern edge of property. Turn left and up a slight slope to the tower site on the left. 4. The property has a road frontage of 179.4 feet and a depth of 1320 feet and consists of 7 acres. (Please be exact) 5. The property is owned by Gregory A. Bishop as evidenced by deed from West End salvage Inc (previous owner) recorded in deed book no. 352 on page 354 , as recorded in the records of the Clerk of the Circuit Court, County of Frederick. 6. Property Identification Number (P.I.N.) 52 A 254 Magisterial District Back creek Current Zoning RA 7. Adjoining Property: USE ZONING North Residential RA East Sub station - Shenandoah Valley Elec RA South Golf Course RA West VDOT Maintenance Facility 133 8. The type of use proposed is (consult with the Planning Dept. before completing): Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound 9. It is proposed that the following buildings will be constructed: No buildings are proposed to be constructed at this site, 10. The following are all of the individuals, firms, or corporations owning property adjacent to both sides and rear and in front of (across street from) the property where the requested use will be conducted. (Continue on back if necessary.) These veonle will be notified by mail of this annlication: Name and Property Identification Number Address NameG&G Auto Recycling Inc PO Box 1652 Winchester, VA 22602 Property # 52 A 254A Name Keller, Herman L and Shelby J 106 Stonewall Drive Winchester, VA 22602 Property #53B 2 20A Name Bishop, Gregory A and Nancy K 108 Stonewall Drive Winchester, VA 22602 Property#53B 2 21 Name Scruggs, Amber 112 Stonewall Drive, Winchester, VA 22602 Property # 53B 2 23 and 53B 2 24 Name Ruggles, Trudy Poe 858 Fox Drive Winchester, VA 22603 Property # 53 A 86 Name Perry, Stuart M. Inc 117 Limestone Lane Winchester, VA 22602 Property # 53 A 88 and 53 A 254B Name Commonwealth of Virginia PO Box 2249 Staunton, VA 22402 Property#52 A 71 A R. E • • 11. Please use this page for your sketch of the property. Show proposed and/or existing structures on the property, including measurements to all property lines. SEE INCLUDED DRAWINGS - 15149 - AMHERST 0 0 0 0 12. Additional comments, if any: I (we), the undersigned, do hereby respectfully make application and petition the governing body of Frederick County, Virginia to allow the use described in this application. I understand that the sign issued to me when this application is submitted must be placed at the front property line at least seven (7) days prior to the first public hearing and maintained so as to be visible until after the Board of Supervisors' public hearing. Your application for a Conditional Use Permit authorizes any member of the Frederick County Planning Commission, Board of Supervisors or Planning and Development Departmi}t to inspect your property where the proposed use will be conducted. 1� Signature of Signature of Owner Owners' Mailing Address 1•08 tonewall [give, Winchester, VA Owners' Telephone No. 5-4G 533-8107 TO BE COMPLETED BY THE ZONING ADMINISTRATOR: USE CODE: RENEWAL DATE: • SpecinD Limited Power of Attorney County of Frederick, Virgin ial Yrederrick Manning Websnte: ,m xy,,X,_-v :n. s Department of Planning & Development, County of Frederick, Virginia 107 Borth Dent Street, Winchester, Virginia 22601 Phone (540) 665-5651 Facsimile (540) 665-6395 Know All Men By These Presents: That I (We) (Nape) GregoryABishop (Phone) 540-533-8107 (Address) 108 Stonewall Drive, Winchester, VA the owner(s) of all those tracts or parcels of land ("Property") conveyed to m, (us), by deed recorded in the Clerk's Office of the Circuit Court of the County of Frederick, Virginia, by Instrument No. 532 on Page 354 , and is described as Parcel:254 Lot: Block: Section: Subdivision: do hereby make, constitute and appoint: (Name) Lynn Koerner (Consultant for Shentel) (Phone) 540-335-0030 (Address) 3126 South Ox Road, Edinburg, 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: J _LRezoning (including proffers) JEN=LESLIE PAYNE Conditional Use Permit c Master Development Plan (Preliminary and Firnal) CoVirginia Subdivision 06 =Site Plan My Cot. 31, 2021 Variance or Appeal 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, have hereto set rn u; h��d and seal this �° 7 day of ,. '31) , 20/7, Signature(s State of Virginia, City/Co�nty of WhW01AU-3TC - , To -wit: 1, )t.-m th, Ii ny tE Ir-- PA'16\IF , a Notary Public in and for the jurisdiction aforesaid, certify that the person(s) who signed to the foregoing instrument personally appeared before me and has acknowledged the same before me in the jurisdiction aforesaid this 13 day of NotrOW 20 ll RtMy Commission Expires: UiMW 3i , 'L(Cgl ary blic REQUEST FOR CONDITIONAL USE PERMIT COMMENTS Winchester Regional Airport Mail to: Winchester Regional Airport Attn: Executive Director 491 Airport Road Winchester, Virginia 22602 (540) 662-2422 Hand deliver to: Winchester Regional Airport Attn: Executive Director 491 Airport Road (Rt. 645, off of Rt. 522 South) Winchester, Virginia Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two (2) copies of your application form, location map and all other pertinent information. Applicants Name: Shenandoah Mobile, LLC Mailing Address: 3126 South Ox Road Edinburg, VA 22824 Email: lynnk@chentel.net Telephone: Consultant Lynn Koemer 540-335.0030 Name of development and/or description of the request: Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound Location of Property: 219 Round Hill Road, Winchester, VA Winchester Regional Airport Comments: Epp_ attached r-lomment letter Serena Manuel Serena Manuel Winchester Regional Airport - Signature & Date: 2017.12.08 13:38:27-05'00' Notice to Winchester Regional Airport - Please Return Form to Applicant 16 i WINCHESTER REGIONAL AIRPORT 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 662-5786 December 7, 2017 Lynn Koerner Shenandoah Mobile, LLC 3126 South Ox Road Edinburg, Virginia 22824 1�1►_1:h�i1Jl� Re: Conditional Use Permit 138" AGL Monopole 219 Round Hill Road, Winchester, VA Back Creek Magisterial District Dear Mr. Koerner: On behalf of the Winchester Regional Airport Authority I offer the following comments on the above referenced application for a conditional use permit for construction of a 138' monopole. Based on the specifications included with the application the structure will have a max height of 142' to accommodate wireless equipment. 1. Our office received a copy of the completed aeronautical study your firm filed in accordance with the Code of Virginia, Section 15.2-2294 and Federal Title 14 of the Code of Federal Regulations CFR Part 77, with the Federal Aviation Administration for an airspace study analysis. 2. Cranes and/or temporary construction equipment exceeding the maximum height provided by the applicant will require separate filing with the FAA for review and comment prior to start of construction. 3. Any and all requirements specified by the FAA in the final airspace determination must be complied with at all times and should be included in all construction specification documents. 4. For continued safe and efficient operations of all aircraft and helicopters transitioning through the airspace of the Winchester Regional Airport, the Authority requests all towers be lighted and/or marked in accordance with FAA Advisory Circular 70/7460-1 L, Change 1 as a condition of approval by Frederick County as recommended by the FAA. Provided all conditions are met, the Winchester Regional Airport Authority has no objections to the Conditional Use Permit Application. Should you have any questions or need additional information, please contact this office (540) 662-5786. Sincerely, R S. R. Manuel Executive Director Em: Chad Carper, FAA/WADO Scott Denny, VDOA Adam Switzer, Delta Airport Consultants 0 REQUEST FOR CONDITIONAL USE PERMIT COMMENTS Virginia Department of Transportation Mail to: Virginia Department of Transportation Attn: Resident Engineer 14031 Old Valley Pike Edinburg, Virginia 22824 hand deliver to: Virginia Department of Transportation Attn: Resident Engineer 2275 Northwestern Pike Winchester, Virginia 22603 The local office of the Transportation Department is located at 2275 Northwestern Pike in Winchester if you prefer to hand deliver this form. Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two (2) copies of your application form, location map and all other pertinent information. Applicant's Name: Shenandoah Mobile, LLc Mailing Address: 3126 South Ox Road Edinburg, VA 22824 EmaH:lyrft(ashentel.net — Telephone: C--UN Ly- K.-SO="= Name of development and/or description of the request: Telecommunications tower 138 toot monopole and related ground support equipment In a fenced compound Location of Property: 219 Round Hill Road, Wlr pester, VA Virginia Department of Transportation Comments: )act on Route 803, the VDOT facility which would provide access to the property. entrance is adequate use. pntranep maIr have to be upgraded to VDOT commercial standards. VDOT Signature & Date: Notice to VDOT - Please Return Form to Applicant iM REQUEST FOR CONDITIONAL USE PERMIT COMMENTS Frederick County Inspections Department Mail to: Frederick County Inspections Department 107 North Kent Street, 2"d Floor Winchester, Virginia 22601 (540) 665-5650 Hand deliver to: Frederick County Inspections Department Attn: Building Official 107 North Kent Street, 2"d Floor Winchester, Virginia Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two (2) copies of your application form, location map and all other pertinent information Applicant's Name: Shenandoah Mobile, LLC Mailing Address: 3126 South Ox Road Edinburg, VA 22824 Email: lynnk@shentel.net Telephone: Consultant Lynn Koerners40-335-0030 Name of development and/or description of the request: Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound Location of Property: 219 Round Hill Road, Winchester, VA Building Official's Comments: �.L� /Y-Ill'j#�-C.LA/ �rYl � CIC�LJ�- (N ✓ / / /S � /' /✓l_ A If 41 Building Official's Signature & Date: J4-� // ? / 7 Notice to Inspections Department - Please Return This Form to the Applicant 12 • • Structure shall comply with The Virginia Uniform Statewide Building Code and Section 312, use group U (Utility and Miscellaneous) of The International Building Code 2012. Per the Section 102.3 of the Virginia Uniform Statewide Building Code, 2012 edition, Section 102.3 VUSBC exempts equipment, related wiring, and poles and towers supporting the related wiring installed by a provider of publicly regulated utility service.....The exemption shall apply only if under applicable federal and state law the ownership and control of the equipment and wiring is by the service provider or its affiliates. Such exempt equipment and wiring shall be located on either public rights -of -way or private property for which the service provider has rights of occupancy and entry; however, the structures, including their service equipment, housing, or supporting such exempt equipment and wiring shall be subject to the USBC. The installation of equipment and wiring exempted by this section shall not create an unsafe condition prohibited by the USBC. Construction of Pre Engineered Modular shelter requires a building permit. Plans submitted shall be sealed by a Virginia Registered Design Professional An electrical permit is required for the generator and any additional electric or alteration thereof. Please note the requirements in Chapter 17 of the IBC for special inspections for this type of structure.(soil, concrete, bolts, etc.) Structure shall comply with The Virginia Uniform Statewide Building Code and Section 312, use group-U (Utility and Miscellaneous) of The International Building Code 2012. Per the Section 102.3 of the Virginia Uniform Statewide Building Code, 2012 edition, Section 102.3 VUSBC exempts equipment, related wiring, and poles and towers supporting the related wiring installed by a provider of publicly regulated utility service.....The exemption shall apply only if under applicable federal and state law the ownership and control of the equipment and wiring is by the service provider or its affiliates. Such exempt equipment and wiring shall be located on either public rights -of -way or private property for which the service provider has rights of occupancy and entry. however, the structures, including their service equipment, housing, or supporting such exempt equipment and wiring shall be subject to the USBC. The installation of equipment and wiring exempted by this section shall not create an unsafe condition prohibited by the USBC. Construction of Pre Engineered Modular shelter requires a building permit. Plans submitted shall be sealed by a Virginia Registered Design Professional An electrical permit is required for the generator and any additional electric or alteration thereof. Please note the requirements in Chapter 17 of the IBC for special inspections for this type of structure.(soil, concrete, bolts, etc.) REQUEST FOR CONDITIONAL USE PERMIT COMMENTS Winchester -Frederick County Health Department Mail to: Frederick -Winchester Flealth Department Attn: Sanitation Engineer 107 North Kent Street Winchester, Virginia 22601 (540) 722-3480 Hand deliver to: Frederick -Winchester Health Department Attn: Sanitation Engineer 107 North Kent Street. Suite 201 Winchester, Virginia Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two (2) copies of your application form, location map and all other pertinent information. Applicant's Name: Shenandoah Mobile, LLC Mailing Address: 3126 south ox Road Telephone: C-.-.tLy-K.540J35.00W Edinburg, VA 22824 Email: lynnk@shentel.net Name of development and/or description of the request: Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound Location of Property: 219 Round Hill Road, Winchester, VA Frederick -Winchester Health Department's Comments: Health Dept. Signature & Date: Notice to Health Department - Please Return This Form to the Applicant 13 Lord Fairfax Health District LOVFrederick / Winchester Environmental llealth // VIRGINIA FAI I�A� 107 North Kent Street - sui(c 4 20I DEPARTMENT Winchester. Virginia 22601 OF HEALTH HEALTH D i s,r RI C7 Tel' (40) 722 i.1K0 -- Fax (54o) 722-3.179 Prolecling You and Your Entironmenl www.vdh.virginia.go%t November 20. 2017 Agency Comments: 'this I lealth Department has reviewed the request for comments for a Conditional Use Permit to construct a Telecommunications tower and related ground support equipment in a fenced compound, to be located at 219 Round Hill Rd., Winchester, VA 22602: Tax Map#: 52-A-254. Rased upon information provided to this (lealth Department by the applicant, Shenandoah Mobile, l.i.C, the proposed construction does not appear to encroach on any existing s�, ewabe disposal systems or existing private water supplies. Therefore, this (lealth Department has no objections to the issuance of the Conditional Use Permit. Applicant is advised to pay particular attention to item # 18 of the General Notes of the Engineered Plans, which indicate that the portable toilets required for the duration of the project are to be removed within five (,5) business days of completion of construction. Agency Signature: Date: v— (NOTICE '1'O AGENCY—PLI:ASIL RETURN 'fl-11S FOItM '1'O THE APl'1,1CANT) C� REQUEST FOR CONDITIONAL USE PERMIT COMMENTS Frederick County Sanitation Authority Mail to: Frederick County Sanitation Authority Attn: Engineer P.O. Box 1877 Winchester, Virginia 22604 (540)868-1061 Hand deliver to: Frederick County Sanitation Authority Attn: Engineer 315 Tasker Road Stephens City, Virginia Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two (2) copies of your application form, location map and all other pertinent information. Applicants Name: Shenandoah Mobile, u-c Mailing Address: 3126 South Ox Road Edinburg, VA 22824 Email: lynnk@shentel.net Telephone: C -Rent Lynn Koemer 540-335-0030 Name Name of development and/or description of the request: Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound Location of Property: 219 Round Hill Road, Winchester, VA 1;anitation Authority Comments: Since the proposed tower will not utilize our water and sewer services, Frederick Water has no comments. Sanitation Authority Signature & Date: November 15, 2017 Notice to Sanitation Authority - Please Return This Form to the Applicant 14 REQUEST FOR CONDITIONAL USE PERMIT COMMENTS Frederick County Fire Marshal Mail to: Frederick County Fire Marshal 1800 Coverstone Drive Winchester, Virginia 22602 (540) 665-6350 Hand deliver to: Frederick County Fire & Rescue Dept. Attn: Fire Marshal Public Safety Building 1800 Coverstone Drive Winchester, Virginia Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two (2) copies of your application form, location map and all other pertinent information. Applicant's Name: Shenandoah Mobile, LLC Telephone: oonSOltanLynn Koerner 540-335-0030 Mailing Address: 3126 south ox Road Edinburg, VA 22824 Emaif: lynnk@shentel.net Name of development and/or description of the request: Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound Location of Property: 219 Round Hill Road, Winchester, VA Fire 'Marshal's Comments: Notice to Fire Marshal - Please Return This Form to the Applicant 11 Frederick County Department of Fire and Rescue Office of the Fire Marshal 1080 Coverstone Drive Winchester, VA 22602 (540) 665-6350 Fax: (540) 678-4739 Email: fnro(a fcva. us Plan Review & Comments Date Received 11/15/2017 Plan/Permit Type Conditional Use Permit 11-15-17 Name Shenandoah Mobile (Shentel) Wireless Tower Address 219 Round Hill RD Winchester Project Name Applicant Name & Number RE# Permit Number Emergency Vehicle Access Hydrant Location: Siamese Location: Fire Lanes Required: Plan Approval Status Comments The Conditional Use Permit is Approved Monopole w/support equipment Shenandoah Mobile (Shentel) 540-335-0030 Adequate Inadequate WA Adequate Inadequate � A Adequate Inadequate WA Yes Yes No N/ Approve Date Reviewed 11/21/2017 VA 22602 Keep in mind a site plan will be required. Based on the plan the was included with the CUP there will be somethings to keep in mind. The fire department turnaround will need to be changed to meet Appendix D of the Frederick County Fire Prevention Code. Also the entire fire department access road shall be 20' wide and rated for fire apparatus to drive on it as per the Frederick County-ELe Prevention Code Signatyol� Reviewed By: Kenneth Jr. 0 • REQUEST FOR CONDITIONAL USE PERMIT COMMENTS City of Winchester Mail to: Winchester City Planning Department Attn: Planning Director 15 North Cameron Street Winchester, Virginia 22601 (540) 667-1815 Hand deliver to: Winchester City Planning Department Attn: Planning Director Rouss City Hall 15 North Cameron Street Winchester, Virginia Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach two (2) copies of your application form, location map and all other pertinent information. Applicants Name: Shenandoah Mobile, LLC Mailing Address: 3126 South Ox Road Edinburg, VA 22824 Email: lynnk@shentel.net Telephone: Con-Unt Lynn Koerner 540-335.0030 Name of development and/or description of the request: Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound Location of Property: 219 Round Hill Road, Winchester, VA City of Winchester Comm nts: R City of Winchester - Signature & Date: Notice to City of Winchester - Please Re Thi Form to the Applicant 15 Always connected to you RF Brief for Proposed Amherst Site # WAlSSH149 Frederick County, VA is a hub to some of Virginia's major highways. Among these,)-81 and Route 37 are the busiest roads carrying traffic north and south through the county to other nearby metropolitan areas. As the county progresses, the neighborhoods surrounding the intersection of Route 37 and Highway 50 are rapidly increasing the amount of data used by wireless devices; The continued growth in this part of Frederick County has stimulated the need for additional resources and infrastructure for wireless data access. This area is especially Important because the existing site serves the many users at Valley Health Winchester Medical Center, Wal-Mart and the recently constructed restaurants, Virginia Department of Transportation Center, the Farmer's Livestock Exchange, and Spring Arbor Senior Living Center. There are also users at the Courtyard by Marriott hotel, as well as Candy Hill Campground, which has 100 plus campsites. Furthermore, the continued expansion of outpatient clinics at the medical center will create an even larger demand. Shentel currently operates a site collocated on a power pole in the interchange of southbound Hwy 37 off ramp. This installation has severe limitations due to the nature of the structure. This pole is a transmission tower and Is not capable of supporting the additional antennas and radios needed for upgrade. The proposed site will increase capacity and improve customer experience inside the buildings that are in this area. This proposed site is in the center of other sites that do provide offloading as well as some coverage to this area. The surrounding sites have all been upgraded with the additional technology and upgrading this location as proposed is extremely important to the network. The attached plots clearly show these surrounding sites and visually represents the need. Shentel, as well as the entire wireless industry, has seen an increase in data usage over the past few years that doubles every nine months. This is the case for the existing sites surrounding the proposed site location. These neighboring sites have experienced maximum usage resulting in slow data speeds or limited access. The proposed site (Site Number: WA15SH149) referred to as "Amherst" is located on the Bishop property at 219 Round Hill Road. The tower is to be placed in the rear behind the salvage yard and to the west of the Shenandoah Valley Electric substation. In conclusion it is evident from the data capacity analysis and the RF simulation map that the proposed replacement site WA15SH149 Amherst will improve data availability and in -building service. The proposed site at 138 feet will provide adequate in -building RF signal in this location and surrounding hospital/residential and commercial areas, thus fulfilling Shentel's desired coverage objective and company standards for reliable wireless service. Regards r ��, f' James Boley RF Engineering Lynn Koerner — 540-335-0030 Site Acquisition and Project Development Contractor for Shentel November 21, 2017 Zoning and Subdivision Administrator 107 North Kent Suite 202 Winchester, VA 22601 Re: Shenandoah Mobile LLC — Shentel) — Site 15149 — Amherst — Conditional Use Permit Dear Sir: Shenandoah Mobile LLC (Shentel) is seeking a Conditional Use Permit under the Frederick County Zoning Ordinance for an unmanned wireless telecommunications facility. The facility will consist of a new 140' tall monopole structure with 4' lightning rod, with a 50' x 50'equipment compound within a 60' x 60' lease area. Shentel proposes to place their antenna and remote radios at a RAD center of 135'. Pursuant to the Zoning Ordinance, Shentel has designed the facility to accommodate a minimum of three (3) additional carriers. The northern side of the compound area will be surrounded by a 6' 'tall board fence with additional vegetative landscaping planting. The remainder of the compound to be secured with a chainlink fence. Access to the facility will be from a 20' access drive from 219 Round Hill Road and then to the left of the building. The access drive is an existing access that will require a minimal amount of dressing up to be an adequate access route for this facility. The telecommunications facility will have no impact on the air quality, water quality, radiation exposure, light pollution, noise pollution, or traffic congestion. The site will be routinely maintained with a minimum of one monthly visit. The facility will have limited access and parking for a standard size vehicle and will provide adequate turn around area for fire apparatus. The Property consists of approximately 7 acres and is zoned RA, Rural Area. Adjoining properties are also zoned RA, Rural Area. Zoning and Subdivision Administrator November 21, 2017 Page 2: The Property is owned by Mr. Gregory A. Bishop, 108 Stonewall Drive and is currently used as an office for Advantage Property Management and parking of their equipment. The parcel also has a rental trailer owned by Mr. Bishop The monopole and associated compound will be sited on the northeast side portion of the Property Reguirements: This Facility will be part of Shentel's telecommunications network as illustrated on the engineering plans and propagation maps included with this application. Shentel currently operates a site that is collocated on a transmission pole in the VDOT right-of- way on the south bound off ramp of Highway 37. The transmission pole and current requirements for mounting antennas does not afford us the opportunity to upgrade this site to provide the necessary services to match the surrounding network. The proposed new monopole tower will allow Shentel to add the 800 MHz spectrum and the 2500 MHz spectrum which will enhance 4G-LTE data service to residences in the surrounding area. This proposed tower will enhance the coverage at the hospital and surrounding complexes. Currently due to the high demand of high-speed data, the existing surrounding cell sites do not support the capacity needs for the area. Zoning: In accordance with the requirements of Section 165-204.19 (1)-(5), Shentel submits the following information. 1. Propagation maps depicting the need for improved service in the target area 2. The search area map 3. Shentel confirms that a complete search of the area was conducted and that no existing infrastructure is available on which to co -locate. Upon making the determination that no other structures were available in this area, Shentel then sought a rawland site to develop this proposal. 4. Radio Frequency Engineer's letter documenting compliance with Federal Communications Commission ANSI/EEE Standards. 5. The Site Agreement signed by both Shentel and Mr. Bishop addresses the information that both parties are aware of the requirements as stated in paragraph 165-204.19B(7) regarding tower removal. Section 165-204.19 of the Zoning Ordinance provides the performance standards for telecommunication uses. The proposed facility complies with the performance standards as follows: The Board of Supervisors may reduce the required setback distance for commercial telecommunications facilities as required by 165-201.03B(8) of this chapter if it can be demonstrated that the location is of equal or lesser impact. When a reduced setback is requested for a distance less than the height of the tower, a certified Virginia engineer Zoning and Subdivision Administrator November 21, 2017 Page 3: shall provide verification to the Planning Commission that the tower is designed, and will be constructed, in a manner that if the tower collapses 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. In no case shall the setback distance be reduced to less than % the distance of the tower height. Commercial telecommunications facilities affixed to existing structures shall be exempt from setback requirements, provided that they are located no closer to the adjoining property line from the existing structure. Response: Shentel is seeking a waiver of the setback requirement from the eastern and western property line. The monopole setback will be 134' from the eastern and western boundary line of the parcel (tower is 138' in height and the RA Zoning District height maximum is 35', (138'-35'=103') The normal setback is (100') in the RA Zoning District when the adjoining parcel is 6 acres or more. The normal setback of 100' plus one foot for every foot over the maximum height (35') 100' + 103' = 203'. The site plan indicates that the tower is placed 134' from the property line and the setbacks cannot be met. The resulting computation is (203'-134' = 69') resulting in a waiver request of 69'. The setback is less than the height of the proposed structure and verification from a certified engineer from Valmont Structures is provided with the application concerning this matter. (2) Monopole -type construction shall be required for new commercial telecommunications towers. The Board of Supervisors may allow lattice -type construction for new telecommunications tower when existing or planned residential areas will not be impacted and when the site is not adjacent to identified historical Response: The proposed tower will be a monopole type construction. (3) Advertising shall be prohibited on commercial telecommunications facilities except for signage providing ownership identification and emergency information. No more than two signs shall be permitted. Such signs shall be limited to 1.5 square feet in area and shall be posted no higher than 10 feet above grade. Response: There will be no signs or advertising on the facility other than permitted by this paragraph. (4) When lighting is required on commercial telecommunications facility towers, dual lighting shall be utilized which provides daytime white strobe lighting and nighttime red pulsating lighting unless otherwise mandated by the Federal Aviation Administration or the Federal Communications Commission. Strobe lighting shall be shielded from ground Zoning and Subdivision Administrator November 21, 2017 Page 4: view to mitigate illumination to neighboring properties. Equipment building and other accessory structures operated in conjunction with commercial telecommunications facility towers shall utilize infrared lighting and motion detector lighting to prevent continuous illumination. Response: The tower will not be lighted unless required by the FAA or as provided as a condition of approval by the Board of Supervisors. If lighting of the tower is required that lighting will be in accordance with the FAA circular and this paragraph. All other associated lighting will comply with the requirements of this paragraph. (5) Commercial telecommunications facilities shall be constructed with materials of a galvanized finish or painted a non -contrasting blue or gray unless otherwise mandated by the Federal Aviation Administration or the Federal Communications Commission. Response: The tower will be of a galvanized, gray finish (6) Commercial telecommunications facilities shall be adequately enclosed to prevent access by persons other than employees of the service provide. Appropriate landscaping and opaque screening shall be provided to ensure that equipment buildings and other accessory structures are not visible from adjoining properties, road or other rights -of -way. Response: All associated equipment at the base of the monopole structure will be within a 50' x 50' compound area surrounded by a 6' tall wood fence with a tree planting proposed around the northern side of the compound. The remainder of the fence will be chain link fence. (7) Any antenna or tower that is not operated for a continuous period of 12 months shall be considered abandoned, and the owner of such tower shall remove same within 90 days of receipt of notice from the Frederick County Department of Planning and Development. Removal includes the removal of the tower, all tower and fence footers, underground cables and support buildings. If there are two or more users of a single tower, then this provision shall not become effective until all users cease using the tower. if the tower is not removed within the ninety -day period, the County will remove the facility and a lien may be placed to recover expenses. Response: If the tower facility is not used for a continuous period of 12 months it will be removed along will all associated equipment and fencing as defined in the lease agreement with the underlying property owner. Zoning and Subdivision Administrator November 21, 2017 Page 5: Compliance with the Frederick County Comprehensive Plan: Although telecommunications facilities are not specifically addressed, Shentel feels that this proposed facility is in accordance with the design principals of the Urban Area. Many people are replacing their landline phones with wireless phones and devises. This area of the county is built up and is heavily used as an entrance to the City of Winchester and the Medical Center. Shentel seeks to improve service in this area where there is existing demand and where future growth is anticipated. This site has been sited to improve service for the residents and visitors of this portion of Frederick County and to ensure reliable coverage for emergency response personnel and those who depend upon them. Shentel is sensitive to the importance of preserving the natural and historic resources of the County. Shentel is required, as part of the Conditional Use Permit Application process to provide documentation of review pursuant to the National Environmental Policy Act (NEPA), Section 106 of the National Historic Preservation Act and the State Historic Preservation Office (SHPO). Our consultant has conducted his evaluation and the final report indicates no adverse effects of surrounding historic resources. Included in this packet also, are photo simulations of the proposed tower. These simulations were taken from various intersections and public gathering area surrounding the proposed site. Shentel submits that the proposed tower is in keeping with the core values and principals outlined for this area of Frederick County. Conclusion: We respectfully request that the conditional use permit be approved as it is in compliance with the standards of the Frederick County Zoning Ordinance, with the exception of the setback requirement from the eastern and western property lines from which we are requesting a waiver, as outlined above. Please contact me at (540)335-0030 should you have any questions. Sincerely yours,; Attachments Lynne as Site Acquisition and Project Development Contractor for Shentel Location #1 From Wal-Mart Parking Lot Sim #1 From Wal-Mart Parking Lot 0 • Location #2 Stop light at Highway 50 Exiting Wal-Mart Sim #2 Stop light at Highway 50 Exiting Wal-Mart Location #3 Near Courtyard by Marriott Sim #3 Near Courtyard by Marriott .It • `Ik • Z :a�.c tiJ ...+w�..� � ���•�'„ ��'S. Mom*. .. Y' �4 a ,i4 WA06SH377 y j • N WA03SH177 — r 1.0 j i' WA03S� 41 • r 16 •f � 1 dr r it - --- - i ,�+► wff2 1 • WA13SH7.31 WA07S 050 'Y s Im �4 WA06SH377 ti 9 1 WA03SHt77 *X WA03Si R ,►+ A09SH091 • WAOISH099 1 0 ktsco ARCHAEOLOGICAL RECORDS CHECK AND PHASE IA ARCHAEOLOGICAL RECONNAISSANCE OF APPROXIMATELY 0.2 ACRES FOR AMHERST TOWER SITE, FREDERICK COUNTY, VIRGINIA. Prepared for: Mr. Mark Thompson T-Squared Site Services, LLC 2500 Highland Road, Suite 201 Hermitage, PA 16148 May 15, 2017 Prepared by: RESCOM Environmental Corp P.O. Box 361 Petoskey, Michigan 49770 (231) 409-2563 RESCOM ID: 1611008 Andrew M. Smith, M.A. Principal Investigator RESCOM Environmental Corp. • PO Box 361 • Petoskey, M149770 Phone: (231) 409-2563 • Fax: (231) 487-0726 www.rescom.org • 0 INTRODUCTION In response to a request from T-Squared Site Services, RESCOM Environmental Corp. has completed a Phase Ia archaeological reconnaissance and records check for a proposed tower site in Frederick County, Virginia (Figure 1). The proposed project area is located at 390 1 F 18.1" N 780 12' 27.7" W, on the USGS 7.5' Winchester, Virginia, quadrangle (Figure 2, Figure 3). The project area includes a previously disturbed grass covered parcel just outside of the boundary of Winchester City, Virginia. The project area is roughly rectangular in shape with an access road extending south and west and following an existing maintained access road and measures approximately 0.5 acres (<0.2 hectares) in extent. The extent of the construction is proposed at 70 ft x 70 ft at the compound, but a 25' buffer of the compound was included to cover potential construction disturbances. The proposed access road is 20' by 1,500' and will come in from the south and west. An archaeological records check was conducted by Gregg Tulik of RESCOM Environmental Corp., and determined that three archaeological sites have been recorded within a mile of the project area. Fieldwork was conducted on December 1, 2016 by Andrew Smith M.A., Ball State University 2010, Principal Investigator and Secretary of Interior qualified professional archaeologist, and required 2 hours of fieldwork. This report details the results of the records check and Phase Ia field reconnaissance and presents the conclusions and recommendations of RESCOM concerning any additional archaeological investigations. Figure 1. Location of Frederick County within Virginia. • r4 1 1 jell.• �j (1 �� J \- _ ;A r - ( _ F, '��. �,• •und Hill e•' - ' r .� • . •• - old Tu.v..,;P,:ini s, Site I ---- �/: or. Spr—y - • I wf. /f? 10° W ci Y - — FD�A. WINCHESTER Location 039 11'18 2' N 078 12'28 0' W 11/112016 Caption 1611008/Amherst 1 inch equals 2000 feet Created 1966, rev 1987 Figure 2. Location of the project area on the 7.5' USGS Winchester, Virginia, topographic quadrangle. 2 ( NATIONAL REGISTER Google Earth The project area is located in the north -central portion of the state and lies within the Valley and Ridge portion of the Appalachian Highlands physiographic zone (Fenneman 1946). The Valley and Ridge consists of sedimentary rocks that include dolomites and limestones as well as shists and shales. The topography has been modified throughout geological epochs by uplift, and erosion from rivers and streams eroding through the bedrock and contains ancient and complex landscapes (Southward et al. 2006). The bedrock geology of the project area is composed primarily of Beekmantown Group rocks which are composed of dolostone and limestone (USGS 2016c). The project area contains Frederick-Poplimento-Rock outcrop complex 15-45 percent slopes (USDA 2016a, 2016b). The Frederick-Poplimento-Rock complex consists of bedrock and soils that are very deep, well drained soils with moderately slow permeability that formed in residuum derived from dolomitic limestone, sandstone, "siltstone, and shale (USDA 2016a, 2016b). Prior to Euroamerican settlement the Valley and Ridge area was primarily forested and the current project area and surroundings remain that way in pockets, although agriculture and expanding suburban sprawl continue to encroach. Many aquatic as well as mammalian species would have been available throughout the prehistoric period. These species would have been representative of the eastern mixed woodland fauna and could have included any of the following: porcupine, black bear, fisher, eastern spotted skunk, river otter, wapiti (elk), bison, opossum, eastern cottontail, woodchuck, gray squirrel, fox squirrel, southern flying squirrel, beaver, raccoon, striped skunk and white-tailed deer. Given the enviromnental conditions of the project area and surrounding region, there is the potential for the project area to contain previously unrecognized archaeological sites. The following sections describe previous research conducted in and near the project area and provide a general background of regional Virginia prehistory. Virginia's history is long and complex, dating at least to 12,000 years ago and includes a wide variety of societies and cultures. Many parts of Virginia's history are unknown due to limited historic documentation, or in the case of prehistoric cultures, the limited archaeological record. The following is a table showing the archaeological periods commonly used to describe cultures and cultural changes in the southeast in general and in Virginia in particular. Regional :Prehistory Period Date Ranges Diagnostic Attributes All B.P. Paleoindian 12,000-9,000 Fluted points, large game hunting, small band size, high mobility, use of high quality exotic cherts (see Fagan 2000, Fitting 1965, Justice 1987, Ritchie and Funk 1973, Seeman and Prufer 1982, White 2005). Early Archaic 9,000-8,000 Glacial retreat, bevel edged points, bifurcate points, broad spectrum hunting and gathering, probable larger populations than preceding period (see Anderson and Hanson 1988, Fagan 1987, Justice 1987). Middle 8,000-5,000 Hypsithermal maximum, side -notched points, large Archaic settlements along waterways, continued broad spectrum hunting and gathering including more nut utilization (see Dincauze and Mulholland 1977, Fagan 1987, Simons et al. 1984). Late Archaic 5,000-3,500 Large diversity of lithic artifact types from large spear points to small darts, large trade networks develop, beginning of elaborate burial practices, large amounts of fire -cracked rock and highly visible surface sites (see Fagan 2000, Prufer and Pedde 2001, Winters 1968, Yarnell 1988). Early 3,500-2,100 First pottery use, large contracting stemmed points, Woodland increased reliance on domesticated plants, greater ceremonial exchange, and continuation of elaborate burial practices see Dra oo 1976, Griffin 1978). Middle 2,100-1,600 Large comer notched points, expanded stemmed points, Woodland large trade networks extending to the Rocky Mountains and the Gulf of Mexico, increased reliance on domesticated plants, permanent villages, heavily decorated ceramics (see Fagan 2000, Justice 1987, Ottesen 1985, Smart and Ford 1983). Late Woodland 1,600-500 Localized resource procurement, breakdown of large trade networks, intrusive burial practices, maize introduction, small triangular points probably indicative of the first bow and avow, collared ceramics (see Fagan 2000, Justice 1987). Protohistoric 500- Social instability, widespread population movements, similar subsistence strategies to the Late Woodland (see Brose et al. 2000, Emerson 1999). r� U L.J Regional History The first European to explore the Virginia area was John Cabot in 1498 (Williamson 1962). Virginia was a charter of King James I (Eliot 1909) and the first permanent settlement was established at Jamestown (Beverly and Campbell 1855). Later settlement included mostly British citizenry and African slaves. Virginia participated in the Revolutionary War to gain independence from Great Britain. The state was an original founder of the United States of America in 1776, and was a signatory of the Articles of Confederation in 1781 (Hough 1872). Frederick County was established in 1743 and was named for Prince Frederick of Wales. Much of the early settlement within Frederick County was focused on settlement in a concentric ring out from the Winchester City and involved small hamlets and crofts. Following the initial boom, settlement shifted more from timber harvesting to a greater agricultural focus. PREVIOUS INVESTIGATIONS An archaeological records check conducted by Gregg Tulik on December 1, 2016 determined that a single historic archaeological site has been recorded within a mile of the project area and that is a dam. No other archaeological surveys are recorded to have been conducted within a mile of the project area. Although the proposed site is near disturbed areas, historic aerials show that the area was an orchard in the 1950s and later nearby grading for development may not have extended into the current project location. No structures listed with the Virginia SHPO are within the project area. METHODS Fieldwork was conducted on December 1, 2016 by Andrew Smith. Initial observation of the project area was made by conducting a survey at 5 in intervals to view the ground surface. The surface visibility within the project area varied between 0 and 55 percent, with an average of roughly 20 percent (Figure 4). Shovel testing was conducted throughout the project area. Shovel testing was conducted and involved the excavation of 50 cm x 50 cm test pits excavated into obvious disturbance throughout the project area. RESULTS No artifacts or features were noted within the project area. Soils noted within the field conformed to the soils map in texture, but significantly differed in slope and lacked any A horizon. The area does not conform with previous topographic maps of the area and appears to have soil that was brought in from elsewhere and spread over the landform (see Figures 5 and 6). This seems to be confirmed with a 2002 aerial photo of the area. G 4:�Y Figure 6.2002 aerial showing what appears to be fill spread over the project location. CONCLUSIONS AND :RECOMMENDATIONS In response to a request from T-Squared Site Services, RESCOM Environmental Corp. has completed a Phase Ia archaeological reconnaissance and records check for a proposed tower site in Frederick County, Virginia. The proposed project area is located at 39' 1 F 18.1" N 780 12' 27.7" W, on the USGS 7.5' Winchester, Virginia, quadrangle. The project area is roughly rectangular in shape with an access road extending south and west and following an existing maintained access road and measures approximately 0.5 acres (<0.2 hectares) in extent. The extent of the construction is proposed at 70 ft x 70 ft at the compound, but a 25' buffer of the compound was included to cover potential construction disturbances. The proposed access road is 20' by 1,500' and will come in from the south and west. No sites were recorded during the current survey. It is our recommendation that there are no archaeological sites eligible for listing on the National Register of Historic Places within the project area and we recommend archaeological clearance. 0 9 • -REFERENCES :C:ITED Anderson, David G. and Glen T. Hanson 1988 Early Archaic Settlement in the Southeastern United States: A Case Study from the Savannah River Valley. American. Antiquity 53(2):262-286. Beverly, Robert and Charles Campbell 1855 The History of Virginia. J.W. Randolph. Richmond Virginia. Brose, David. S., C. Wesley Cowan, and R. C. Mainfort Jr. (editors) 2000 Societies in Eclipse: Archaeology of the Eastern Woodlands Indians, A.D. 1400-1700. Smithsonian Institution Press, Washington, D.C. Dincauze, Dena F. and Mitchell T. Mulholland 1977 Early and Middle Archaic Site Distributions and Habitats in Southern New England. Annals of the New YorlcAcademy of Sciences. 288:439-456. Dragoo, D. 1976 Some Aspects of Eastern North American Prehistory: A Review. American Antiquity 41:3-27. Eliot, Charles William 1909 American Historical Documents. The Harvard Classics. PF Collier & Son. New York. Emerson, T. E. 1999 The Langford Tradition and the Process of Tribalization on the Middle Mississippian Borders. Mideontinental Journal ofArchaeology 24:3-56. Fagan, Brian M. 2000 Ancient North Americans: The Archaeology of a Continent. 3rd edition. Thames and Hudson, London, England. Fenneman, Nevin M 1946 Physical. Divisions in the United States. U.S. Geological Survey. Fitting, J. E. 1965 A Quantitative Examination of Paleo-Indian Projectile Points in the Eastern United States. Papers of the Michigan Academy of Science, Arts, and Letters 50:265-371. Griffin, James B. 1978 The Midlands. In Ancient North Americans, edited by J. D. Jennings, pp. 240-301. Freeman and Co., San Francisco, California. 10 0 9 Hough, Franklin Benjamin 1872 American Constitutions. Weed, Parsons and Company, Albany,'New York. Justice, Noel D. 1987 Stone Age Spear and Arrow Points of the Midcontinental and Eastern United States: A Modern Survey and Reference. Indiana University Press, Bloomington. Ottesen, Anne I. 1985 Woodland Settlement Patterns in Northwestern Kentucky. In Woodland Period Research in Kentucky, edited by David Pollack, Tom Sanders, and Charles Hockensmith, pp. 166-186. Kentucky Heritage Council, Frankfort. Prufer, Olaf H. and Sara E. Pedde 2001 Introduction: Archaic Problems in Eastern North America. In Archaic Transitions in Ohio and Kentucky Prehistory, edited by Olaf H. Prufer, Sara E. Pedde, and Richard S. Meidl, pp. 1-9. The Kent State University Press, Kent, Ohio. Ritchie, W. A., and R. E. Funk 1973 Aboriginal Settlement Patterns in the Northeast. Memoir 20. New York State Museum and Science Service, New York State University, Albany. Schaetzl, Randall, Helen Enander, Michael D. Luehmann, David P. Lusch, Carolyn Fish, Michael Bigsby, Mark Steigmeyer, Jennifer Guasco, Claire Forgacs and Aaron Pollyea 2013 Mapping the Physiography of Michigan with GIS. Physical Geography 34:1-38. Seeman, M. E., and O. H. Prufer 1982 An Updated Distribution of Ohio Fluted Points. Midcontinental Journal of Archaeology 17(2):155-169. Smith, Horace, and Earle D. Matthews 1975 Soil Survey of Harford County, Maryland. United States Department of Agriculture, Soil Conservation Service Southward, Scott, Avery Ala Drake Jr., David K. Brezinski, Robert P. Wintsch, Michael J. Kunk, John N. Aleinikoff, Charles W. Naeser, Nancy D. Naeser 2006 Central Appalachian Piedmont and Blue Ridge Tectonic Transect, Potomac River Corridor. Geological Society ofAmerica. Field Guide 8. Thorpe, Francis N. 1909 The Federal and State Constitutions Colonial Charters, and Other Organic Laws of the States, Territories, and Colonies Now or Heretofore Forming the United States ofAmerica. U.S. Government Printing Office. 11 0 0 United States Department of Agriculture 2016a Web Soil Survey. Accessed August 1, 2016. httns://soilseriesdesc.sc.egov.usda.gov/OSD Docs/F/FREDERICK.html United States Department of Agriculture 2016b Web Soil Survey. Accessed August 1, 2016. https://soilseriesdesc.sc.egov.usda.gov/OSD Docs/P/POPLIMENTO.html United States Geological Survey 2016c Virginia Geological Map Data. https://mrdata.usgs goy/geology/state/state.php?state=VA accessed January 3, 2017. Williamson, James A. 1962 The Cabot Voyages and Bristol Discovery under Henry VII. With the Cartography of the Voyages. Hakluyt Society. London. Winters, Howard D. 1968 Value Systems and Trade Cycles in the Late Archaic of the Midwest. In New Perspectives in Archaeology, edited by S. R. Binford and L. R. Binford, pp. 175-21. Akine, Chicago. Yarnell, R. 1988 The Importance of Native Crops during the Late Archaic and Woodland. Paper presented at the Southeastern Archaeological Conference, New Orleans, Louisiana. 12 RESCOV�1' FCC NEPA SUMMARY REPORT AMHERST / 15149 219 ROUND HILL ROAD DR WINCHESTER, FREDERICK COUNTY, VA 22602 November 6, 2017 PREPARED FOR: Mr. Mark Thompson T-Squared Site Services, LLC 2500 Highland Road, Suite 201 Hermitage, PA 16148 PREPARED BY: RESCOM Environmental Corp P.O. Box 361 Petoskey, Virginia 49770 (231) 409-2563 1 Andrew Smith Project Manager RESCOM Number: 1611008 RESCOM Environmental Corp. • P.O. Box 361 • Petoskey, MI 49770 Phone: (231) 409-2563 • Fax: (231) 487-0726 www.rescom.org RI CO -'�1, November 6, 2017 Mr. Mark Thompson T-Squared Site Services, LLC 2500 Highland Road, Suite 201 Hermitage, PA 16148 RE: FCC NEPA Summary Report for: Amherst / 15149 219 Round Hill Road Dr Winchester, Frederick County, VA 22602 TCNS#: 156703 Dear Mr. Thompson, RESCOM Environmental Corp has completed a NEPA Summary Report for the above referenced property. Based on the information presented in this report, the proposed project could have an effect upon one of the National Environmental Policy Act (NEPA) Special Interest Items referenced in 47 CFR Subpart 1, Chapter 1, Sections 1.1301-1.1319. Thank you for the opportunity to provide this service and we look forward to working with you in the future. If you have any questions or comments, please call our office at (231) 409-2563. Sincerely, RESCOM Environmental Corp Andrew Smith Project Manager andrew.smitharescom.org RESCOM File 1611008 RESCOM Environmental Corp. • P.O. Box 361 • Petoskey, MI 49770 Phone: (231) 409-2563 • Fax: (231) 487-0726 www.rescom.org • PJ QUICK REFERENCE Form620............................................................................................... 1 Information Regarding: Resumes............................................................................................... 15 Additional Site Information......................................................................... 15 Local Government Consultation.................................................................. 16 PublicInvolvement................................................................................... 16 Additional Consulting Parties...................................................................... 16 Determination of Indirect and Direct APEs..................................................... 17 Historic Resources in the Indirect Visual APE ................................................ 18 Historic Resources in the Direct APE........................................................... 19 Photographs........................................................................................... 19 19 Maps..................................................................................................... Determination of Findings.......................................................................... 20 Supporting Documentation: TopographicMap.................................................................................................... 22 National Register of Historic Places Google Earth Map .................................... 23 SHPOMap............................................................................................. 24 Subject Property Photographs..................................................................... 25 Historic Resource Photographs.....................................................................27 Local Government Consultation Documentation ............................................. 28 Additional Consulting Parties Documentation ................................................ 29 Archaeology Report................................................................................. 30 TribalConsultation.................................................................................... 43 Resume— Andrew Smith............................................................................55 SECTION 106 CONSULTATION Applicant: T-Squared Site Services Project Name/Number: Amherst Tower FCC Form 62o FCC Wireless Telecommunications Bureau Notification Date: New Tower ("NT") Submission Packet File Number: Gener ifinformation 1) (Select only one) ( NE ) NE - New UA - Update of Application WD - Withdrawal of Application 2) If this application is for an Update or Withdrawal, enter the file number of the pending application File Number: currently on file. Intormation 3) FCC Registration Number (FRN): 0022045405 4) Name: Shenandoah Mobile, LLC Contact Name Approved by OMB 3060 - 1039 See instructions for public burden estimates 5) First Name: Michael 6) MI: 7) Last Name: Bowden 8) Suffix: 9) Title: Site Acquisition Contact Information 10) P.O. Box: 71 AOnd 11) Street Address: 500 Shentel Way 12) City: Edinburg 13) State: VA 14) Zip Code: 22824 15) Telephone Number: (540)335-9145 16) Fax Number: 17) E-mail Address: andrew.smith@rescom.org Consultant Information 18) FCC Registration Number (FRN): 0012118097 19) Name: RESCOM Environmental Consulting Principal Investigator 20) First Name: Andrew 21) MI: 22) Last Name: Smith 23) Suffix: 24) Title: Prinrinal Investinnfnr rnnfart Infnrmafinn 25) P.O. Box: 361 AOnd 26) Street Address: 27) City: Petoskey 28) State: MI 29) Zip Code: 49770 30) Telephone Number: (231)459-8632 31) Fax Number: 32) E-mail Address: andrew.smith@rescom.org Page 1 1 of 15 FCC Fonn 620 May 2014 Professional Qualification 133) Does the Principal Investigator satisfy the Secretary of the Interior's Professional Qualification Standards? I (X )Xs ( ) No :34): Areas. of. Professional .Qualification: ( X ) Archaeologist ( ) Architectural Historian ( X ) Historian ( ) Architect ( ) Other (Specify) Additional Staff 35) Are there other staff involved who meet the Professional Qualification Standards of the Secretary of the Interior? ( )yes ( X ) No If "YES," complete the following: 36) First Name: 1 37) MI: 1 38) Last Name: 139) Suffix: 40) Title: 41) Areas of Professional Qualification: ( ) Archaeologist ( ) Architectural Historian ( ) Historian ( ) Architect ( ) Other (Specify) Page 2 2 of 15 FCC Fonn 620 May 2014 • Site Information ower Construction Notification System 1) TCNS Notification Number: 156703 Site Information 2) Positive Train Control Filing Subject to Expedited Treatment Under Program Comment: ( ) Yes ( X ) No 3) Site Name: Amherst 4) Site Address: 108 Stonewall Dlr 5) Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. 6) City: Winchester 7) State: VA 8) Zip Code: 22603 9) County/Borough/Parish: FREDERICK 10) Nearest Crossroads: 803 11) NAD 83 Latitude (DD-MM-SS.S): 39-11-18.7 ( X )Nor ( )a 12) NAD 83 Longitude (DD-MM-SS.S): 078-12-27.7 ( ) E or ( X )A Tower Information 13) Tower height above ground level (include top -mounted attachments such as lightning rods): 60.7 ( ) Feet ( X ) Meters 14) Tower Type (Select One): ( ) Guyed lattice tower ( ) Self-supporting lattice ( X ) Monopole ( ) Other (Describe): 15) Current Project Status (Select One): ( X ) Construction has not yet commenced ( ) Construction has commenced, but is not completed ( ) Construction has been completed Construction completed on: Construction commenced on: Construction commenced on: Page 3 3 of 15 FCC Fonn 620 May 2014 0 0 uetermmation or rrrect 14) Direct Effects (Select One): ( ) No Historic Properties in Area of Potential Effects.(APE) ( X ) No Effect on Historic Properties in APE ( ) No Adverse Effect on Historic Properties in APE ( ) Adverse Effect on one or more Historic Properties in APE 15) Visual Effects (Select One): ( ) No Historic Properties in Area of Potential Effects (APE) ( ) No Effect on Historic Properties in APE ( X ) No Adverse Effect on Historic Properties in APE ( ) Adverse Effect on one or more Historic Properties in APE Page 4 4 of 15 FCC Fonn 620 May 2014 Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APES for direct and visual ( X )yes ( ) No effects? 2a) Tribes/NHOs contacted through TCNS Notification Number: 156703 Number of Tribes/NHOs: 8 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: 0 I npe/rvnu GOntactea I nrou n I UNb 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Bad River Band of Lake Superior Tribe of Chippewa Indians itact Name 5) First Name: Edith 6) MI: 7) Last Name: Leoso 8) Suffix: 9) Title: THPO Uates & Kesgonse 10) Date Contacted 05/25/2017 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other I noeiNnu t ontactea 1 nrou n I UN,-) 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Catawba Indian Nation itact Name 5) First Name: Dr. Wenonah 6) MI: G 7) Last Name: Haire 8) Suffix: 9) Title: THPO and Executive Director Uates to Kesnonse 10) Date Contacted 05/25/2017 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Page 5 5 of 15 FCC Fonn 620 May 2014 0 Tribal/NHO Involvement 0 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APEs for direct and visual ( X )yes ( ) No effects? 2a) Tribes/NHOs contacted through TCNS Notification Number: 156703 Number of Tribes/NHOs: 8 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: 0 I rlbe/NHU (;ornactea I nroU n I UN5 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Cherokee Nation Contact Name 5) First Name: Gwen 6) MI: 7) Last Name: Terrapin 8) Suffix: 9) Title: uates & tees onse 10) Date Contacted 05/24/2017 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Tribe/NHO Contacted I hrou h 1 GN5 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Crow Creek Sioux Tribe Contact Name 5) First Name: Bonnie 6) MI: 7) Last Name: McGhee 8) Suffix: 9) Title: THPO pates & Kes onse 10) Date Contacted 05/25/2017 11) Date Replied 05/24/2017 ( ) No Reply ( ) Replied/No Interest ( X ) Replied/Have Interest ( ) Replied/Other Page 6 6 of 15 FCC Fonn 620 May 2014 0 Tribal/NHO Involvement • 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APES for direct and visual ( X ) Yes ( ) No effects? 2a) Tribes/NHOs contacted through TCNS Notification Number: 156703 Number of Tribes/NHOs: 8 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: 0 1 rtbe/NHU Contacted I nrou n I CN5 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Delaware Nation act Name 5) First Name: Kim 6) MI: 7) Last Name: Penrod 8) Suffix: 9) Title: Cultural Resources Director uates & Kes onse 10) Date Contacted 05/25/2017 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other I rlbe/NHU COntactea I nrou n I (:NJ 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Eastern Shawnee Tribe of Oklahoma :act Name 5) First Name: Travis 6) MI: 7) Last Name: Patton 8) Suffix: 9) Title: TCNS Coordinator uates tx Kes onse 10) Date Contacted 05/25/2017 11) Date Replied 05/25/2017 ( ) No Reply ( X ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Page 7 7 of 15 FCC Form 620 May 2014 0 • Tribal/NHO Involvement 1) Have Indian Tribes or Native Hawaiian Organizations (NHOs) been identified that may attach religious and cultural significance to historic properties which may be affected by the undertaking within the APES for direct and visual ( X ) Yes ( ) No .effects? 2a) Tribes/NHOs contacted through TCNS Notification Number: 156703 Number of Tribes/NHOs: 8 2b) Tribes/NHOs contacted through an alternate system: Number of Tribes/NHOs: 0 Tribe/NHU Gontactecl I nrou n 7 GNb 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Shawnee Tribe Contact Name 5) First Name: Kim 6) MI: 7) Last Name: Jumper T8) Suffix: 9) Title: THPO uates & rtes onse 10) Date Contacted 05/25/2017 11) Date Replied 05/26/2017 ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( X ) Replied/Other I ribe/NHU GOntacted 1 nrou n 1 t;Nb 3) Tribe/NHO FRN: 4) Tribe/NHO Name: Tuscarora Nation tact Name 5) First Name: Bryan 6) MI: 7) Last Name: Printup 8) Suffix: 9) Title: TCNS Rep LFULCJ a RCa U1M"- 10) Date Contacted 05/24/2017 11) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Page 8 8of15 FCC Fomi 620 May 2014 0 0 Other Tribes/NHOs Contacted Tribe/NHO Information 1) FCC` Registration Number:(FRN): 2) Name: Contact Name 3) First Name: 4) MI: 5) Last Name: 6) Suffix: 7) Title: rnntart Infnrmntinn 8) P.O. Box: FAn Tq) Street Address: 10) City: 11) State: 12) Zip Code: 13) Telephone Number: 14) Fax Number: 15) E-mail Address: 16) Preferred means of communication: ( ) E-mail ( ) Letter ( ) Both fates & rcesponse 17) Date Contacted 18) Date Replied ( ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other Page 9 9 of 15 FCC Fonn 620 May 2014 0 0 Prnnerfiec Identified Historic Properties 1) Have any histofic properties been identified Within -the APES for direct and visual affect? (X ")"Yes,( `) No 2) Has the identification process located archaeological materials that would be directly affected, or sites that are of ( )yes ( X ) No cultural or religious significance to Tribes/NHOs? 3) Are there more than 10 historic properties within the APEs for direct and visual effect? ( ) Yes ( X ) No If "Yes", you are required to attach a Cultural Resources Report in lieu of adding the Historic Property below. listoric Property 4) Property Name: Second Winchester Battlefield 5) SHPO Site Number: 034-5023 Property Address 6) Street Address: Large area 7) City: Winchester 8) State: VA 9) Zip Code: 22603 10) County/Borough/Parish: WINCHESTER CITY C+.�+nc R. Ci:nihili+v 11) Is this property listed on the National Register? Source: ( )yes ( X ) No 12) Is this property eligible for listing on the National Register? Source: SHPO ( X ) Yes ( ) No 13) Is this property a National Historic Landmark? ( )yes ( X ) No 14) Direct Effects (Select One): ( X ) No Effect on this Historic Property in APE ( ) No Adverse Effect on this Historic Property in APE ( ) Adverse Effect on this Historic Property in APE 15) Visual Effects (Select One): ( X ) No Effect on this Historic Property in APE ( ) No Adverse Effect on this Historic Property in APE ( ) Adverse Effect on this Historic Property in APE Page 10 10 of 15 FCC Form 620 May 2014 Historic Properties Froperties laentivea 9) Have anyyhistofic properties been identified Within -the APES -for direct and visual affect? ( X `)`Yes'( ) No 2) Has the identification process located archaeological materials that would be directly affected, or sites that are of ( ) Yes ( X ) No cultural or religious significance to Tribes/NHOs? 3) Are there more than 10 historic properties within the APEs for direct and visual effect? ( ) Yes ( X ) No If "Yes", you are required to attach a Cultural Resources Report in lieu of adding the Historic Property below. Historic Property 4) Property Name: Lucien, John S., House, Walnut Grove 5) SHPO Site Number: 034-0098 Property Address 6) Street Address: Route 803 7) City: Winchester 8) State: VA 9) Zip Code: 22603 10) County/Borough/Parish: FREDERICK Rfafnc P. Flinihilifv 11) Is this property listed on the National Register? Source: ( ) Yes ( X ) No 12) Is this property eligible for listing on the National Register? Source: SHPO ( X ) Yes ( ) No 13) Is this property a National Historic Landmark? ( )Yes (X ) No 14) Direct Effects (Select One): ( X ) No Effect on this Historic Property in APE ( ) No Adverse Effect on this Historic Property in APE ( ) Adverse Effect on this Historic Property in APE 15) Visual Effects (Select One): ( ) No Effect on this Historic Property in APE ( X ) No Adverse Effect on this Historic Property in APE ( ) Adverse Effect on this Historic Property in APE Page 11 11 of 15 FCC Fonn 620 May 2014 i� E Local Government Involvement Local Government Agency 1:):FCC:Registration: Number::(FRN): 1 2) Name: Gainesboro Magisterial District :ontact Name 3) First Name: Bill 4) MI: 5) Last Name: Ewing 6) Suffix: 7) Title: Frederick County Board, Gainesboro Mag - Cnnff Infnrmnfinn 8) P.O. Box: AOnd 9) Street Address: 400 Ciocktower Ridge Drive, Apt 140 10),City: Winchester 11) State: VA 12) Zip Code: 22603 13) Telephone Number: (000)000-0000 14) Fax Number: 15) E-mail Address: 16) Preferred means of communication: ( ) E-mail ( X ) Letter ( ) Both Dates & Kes onse 17) Date Contacted 07/10/2017 18) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other kdanional intormation 19) Information on local government's role or interest (optional): No response. Any response will be forwarded to the SHPO. Page 12 12 of 15 FCC Fonn 620 May 2014 0 Other Consulting Parties Other Consulting Parties Contacted 1) Has any other agency been contacted and invited to become a consulting party? ( X )yes ( ) No Loonsuning Tarty 2) FCC Registration Number (FRN): 3) Name: Winchester -Frederick County Historical Society Contact Name 4) First Name: no 5) MI: 6) Last Name: name 7) Suffix: 8) Title: rnntart Infnrmatinn 9) P.O. Box: AOnd 10) Street Address: 1340 S Pleasant Valley Road 11) City: Winchester 12) State: VA 13) Zip Code: 22601 14) Telephone Number: (000)000-0000 15) Fax Number: 16) E-mail Address: 17) Preferred means of communication: ( ) E-mail ( X ) Letter ( ) Both fates & Kesponse 18) Date Contacted 07/10/2017 19) Date Replied ( X ) No Reply ( ) Replied/No Interest ( ) Replied/Have Interest ( ) Replied/Other 20) Information on other consulting parties' role or interest (optional): No response. Any response will be forwarded to the SHPO. Page 13 13 of 15 FCC Fonn 620 May 2014 10 0 Designation of SHPO/THPO .1)Designate: the.Lead Stabg:Historic:ProservatiorrOfficer:.(SHPO)or Tribal: Historic: Preservation. Officen.(THPO)based owthe:location of:the;tower. SHPO/THPO Name: 2) You may also designate up to three additional SHPOs/THPOs if the APES include multiple states. If the APEs include other countries, enter the name of the National Historic Preservation Agency and any state and provincial Historic Preservation Agency. SHPO/THPO Name: SHPO/THPO Name: SHPO/THPO Name: Certification I certify that all representations on this FCC Form 620 Submission Packet and the accompanying attachments are true, correct, and complete. Party Authorized to Sign First Name: MI: Last Name: Suffix: Signature: Date: FAILURE TO SIGN THIS APPLICATION MAY RESULT IN DISMISSAL OF THE APPLICATION AND FORFEITURE OF ANY FEES PAID. WILLFUL FALSE STATEMENTS MADE ON THIS FORM OR ANY ATTACHMENTS ARE PUNISHABLE BY FINE AND/OR IMPRISONMENT (U.S. Code, Title 18, Section 1001) AND/OR REVOCATION OF ANY STATION LICENSE OR CONSTRUCTION PERMIT (U.S. Code, Title 47, Section 312(a)(1)), AND/OR FORFEITURE (U.S. Code, Title 47, Section 503). Page 14 14 of 15 FCC Fomi 620 May 2014 RESIJ.MES See Attachments for the resumes. ADDITIONAL SITE INFORMATION See Attachments for project drawings. Project Name Amherst Tower Project Address 108 Stonewall Dr, Winchester, Frederick County, VA 22603 Topographic Map Winchester, USGS 7.5 Minute Topographical Map. Project Coordinates Latitude: N 39' 11' 18.7"; Longitude: W 78° 12' 27.7" Proposed construction of a 130'-150' monopole style telecommunications Project Description tower within a ground level fenced compound. An access drive will come in off an existing road from the southwest. The area to be occupied is in grass. Access Road None required. Description Utility Lines Description Utilize existing power and telco sources routed through disturbed areas. Additional Construction Plans / None. Impacts Impact Statement Minor grading and disturbance for footers and laying gravel within previously disturbed areas. Present Land Use Grass area. SECTION 106 CONSULTATION Applicant: T-Squared Site Services Project Name/Number: Amherst Tower Page 15 LOCAL GOVERNMENT See Attachments for supporting documentation related to Local Government Consultation. RESCOM identified Mr. Bill Ewing, Gainesboro Magisterial District Board Member, of Frederick County as the Local Government contact in the community of the proposed project. A letter was sent to him via regular mail on July 10, 2017, outlining the proposed project and inviting him to comment on the potential for the proposed project to effect sites or structures of historic significance. To date, RESCOM has not received any response from the above group regarding the proposed project. Any future responses will be forwarded to the Virginia SHPO. PUBLIC INVOLVEMENT See Attachments for supporting documentation related to Public Involvement RESCOM contacted the Winchester Star and placed a public participation legal notice in the paper on July 13, 2017. The public notice will read as follows: Notice of Initiation of the Section 106 Process: Public Participation Shentel proposes the construction of new monopole tower style telecommunication facilities at 108 Stonewall Dr, Winchester, Frederick County, VA 22603. The proposed project includes a 130 to 150-foot monopole tower in a fenced in lease area. Members of the public interested in submitting comments on the possible effects of the proposed projects on historic properties included in or eligible for inclusion in the National Register of Historic Places may send their comments to Andrew Smith, RESCOM Environmental Corp., P.O. Box 361, Petoskey, MI 49770 or call 260-385-6999. To date, RESCOM has not received a response from a member of the public regarding the proposed project. Any future responses from members of the public will be forwarded to the Virginia SHPO. ADDITIONAL CONSULTING PARTIES See Attachments for supporting documentation related to Additional Consulting Parties. RESCOM identified the Winchester -Frederick County Historical Society as an additional consulting party with interest in the area of the proposed project. A letter was sent to them via regular mail on July 10, 2017, outlining the proposed project and inviting them to comment on the potential for the proposed project to effect sites or structures of historic significance. To date, RESCOM has not received a response from this contact regarding the proposed project. Any future responses will be forwarded to the Virginia SHPO. SECTION 106 CONSULTATION Applicant: T-Squared Site Services Project Name/Number: Amherst Tower Page 16 DETERMINATION O:F .AREA OF :POTENTIAL EFFECTS :.(APE) APE for DIRECT EFFECTS The DIRECT area of potential effect is defined by the FCC's Nationwide Programmatic Agreement as being "limited to the area of potential ground disturbance and any property, or any portion thereof that will be physically altered or destroyed by the Undertaking". Potential Ground Disturbance or Physical Alteration Lease Area Access Easement UtilityEasement Misc: ' Proposed construction of a 130'-150' Utilize existing monopole style telecommunications tower Through power andtelco within a ground level fenced compound. An disturbed sources rouutedted None. access drive will come in off an existing road paved lot. along the paved from the southwest. The area to be occupied is in grass. access. Based on the project's scope of work, the APE for Direct Effects is limited to the 105' x 75' lease area. An archaeological survey was conducted and did not locate any archaeological materials or sites. APE for INDIRECT EFFECTS The INDIRECT area of potential effects is defined by the FCC's Nationwide Programmatic Agreement (NPA) as "the geographic area in which the Undertaking has the potential to introduce visual elements that diminish or alter the setting, including the landscape, where the setting is a character -defining feature of a Historic Property that makes it eligible for listing on the National Register." Based on the FCC's NPA, the indirect APE for projects involving telecommunications towers below 200' in height should be a 0.5-mile radius. Area of Potential Introduction to Visual Elements Direction Distance Geographic Area North 0.5 mile Buffered by mature tree growth and topography. East 0.5 mile Buffered by mature tree growth and topography. South 0.5 mile Buffered by mature tree growth and topography. West 0.5 mile Buffered by mature tree growth and topography. SECTION 106 CONSULTATION Applicant: T-Squared Site Services Project Name/Number: Amherst Tower Page 17 HISTORIC PROPERTIES IDENTIFIED IN THE APE FOR VISUAL EFFECTS See Attachments for supporting documentation related to Historic Resources in the Indirect Visual APE RESCOM consulted the following resources to determine if historic properties exist within the indirect Visual APE which match the categories of historic properties which should be assessed for potential impacts. The categories for consideration are defined by the FCC's Nationwide Programmatic Agreement as properties which are either: currently listed on, determined eligible for listing on, or certified by the SHPO/THPO as in the process of being nominated for listing on the National Register of Historic Places. AGENCY RESOURCE RESULTS Online Database - NPS Focus None in NRHP httyHnrhp.focus.nps.gov/ APE Determination of Eligibility Database Spreadsheet None in NRHP htti)://nrhp.focus.nps.gov/natreq/docs/Download.htmI APE Google Earth Layer -Southern Region None in NRHP http://nrhp.focus.nps.gov/natreq/docs/Download.htmI APE Virginia SHPO Virginia SHPO site visit December 1, 2016 One in APE Based on the review of the above resources, there is one historic resource located in or immediately adjacent to the APE for Visual Effects that match the categories for requiring assessment of potential impacts. PHOTO # HISTORIC RESOURCE STATUS LOCATION SOURCE 034-0098 NR -0.5 miles 7-8 Lucien, John S, House Eligible west- SHPO 324 Round Hill Road northwest SECTION 106 CONSULTATION Applicant: T-Squared Site Services Project Name/Number: Amherst Tower Page 18 HISTORIC PROPERTIES IDENTIFIED IN THE APE FOR DIRECT EFFECTS See Attachments for supporting documentation related to Historic Resources in the Direct APE. RESCOM consulted the following resources to determine if historic properties exist within the Direct APE which match the categories of historic properties which should be assessed for potential impacts. The categories for consideration are defined by the FCC's Nationwide Programmatic Agreement as properties which are either: currently listed on, determined eligible for listing on, or certified by the SHPO/THPO as in the process of being nominated for listing on the National Register of Historic Places. AGENCY RESOURCE RESULTS Online Database — NPS Focus None in NRHP http://nrhp.focus.nr)s.gov/ APE NRHP Determination of Eligibility Database Spreadsheet None in http://nrhp.focus.nps.qov/natreq/docs/Download.htmI APE NRHP Google Earth Layer —Southern Region None in http://nrh1).focus.nps.pov/natreq/docs/Download.htmI APE Virginia SHPO Virginia SHPO site visit December 1, 2016 One in APE Based on RESCOM's review of the above resources, there is one archaeological/historic resource located in the APE for Direct Effects that match the categories for requiring assessment of potential impacts. The project area is within the boundaries of the Civil War Second Winchester Battlefield, although all trace of any battle would have been obliterated from the existing project area given the fill dirt brought in. An archaeological survey was conducted and did not locate any archaeological materials. PHOTOGRAPHS See Attachments for Photographs. MAPS See Attachments for Maps. SECTION 106 CONSULTATION Applicant: T-Squared Site Services Project Name/Number: Amherst Tower Page 19 i 1 • DETERMINATION -OFFINDINGS Based on the review of SHPO and National Register databases and field reconnaissance performed, there is one historic resource located within the indirect Visual APE. However, given the tree cover the site could not be seen from the project location. Additionally, the site could not be photographed from the road given the dense foliage surrounding the structure and trespass on private land was not pursued. Given the height of vegetation surrounding the structure and the distance from the proposed pole the views of the monopole will be obstructed. Therefore, the proposed project will have no adverse effect to historic properties located within the Visual APE. Based on a review of SHPO and National Register databases and the results of an archaeological survey there is one historic resources located within the Direct APE, but it is archaeological and the area has been severely disturbed by fill dirt and bulldozing. Therefore, the proposed project will have no effect to historic properties located within the Direct APE. Based on the information provided in this report and the attached supporting documentation, RESCOM respectfully requests the Virginia SHPO concur with our findings of "no adverse effect to historic properties' in the APE. Andrew Smith — Archaeologist and Historian July 10, 2017 Date SECTION 106 CONSULTATION Applicant: T-Squared Site Services Project Name/Number: Amherst Tower Page 20 S.U.P:PORTING .DODUMENTATION SECTION 106 CONSULTATION Applicant: T-Squared Site Services Project Name/Number: Amherst Tower Page 21 w, au�, t';« W r eee •e i11__}} 1! .,,�v� � ,9 Y 9re t' , y ,1 ,�lM+„� ��� ,� , ;;�� ,. �"•. ;4 }e Nu h � .�Pri�rp tp Round HM / RadloTowers 874 cer, •und Hill �'`/!-.�(y_:�,,y(� IA146 t w ... t _ Nwb sch s dam.°. • . O T vx Sp . ` a o f, = Site Location 7 • 0 w l 82M1 Sp t�9 .�, _ _ - � •�� eOtt. R •. C' 'B!5 • o r 7N wa G 621 79 10o W J '� Name: WINCHESTER Location: 039' 11' 18.2" N 078' 12' 28.0" W Date: 11/11/2016 Caption: 1611008/Amherst Scale: 1 inch equals 2000 feet Page 22 Created 1966, rev 1987 k,opyngnt �k,) ;aa,, maptecn, uic. F��nJAT10N AI h`ARK SERVIr_i. \ / 4 NATIONAL REGISTER jA•a� Approximate 0.5- mile Visual APE OF HISTORIC PLJ�C ES .,,}, �v �. •�T+. :.�_ tit> e (moo '`y`•"•��' �` • • • '0 -01 vooq'e rourCmWe`�r'111L51` N J8 1 'UO.flo .J ela��Rth it �•y�� alt = .'_. n Virginia Dept. of Historic Resources V=CR:S Virginia Cultural Resource Information System Legend Q Architecture Resources Architecture Labels p Individual Historic District Properties p Archaeological Resources Archaeology Labels • USGS GIS Place names County Boundaries Q v ZMW , ,K. • WUSQ� M (Wine W. 034-0468 -5023 le Christian Academy 0344467 034•^46y�� 4i,3 0515 0344466 tsameTle Boundai N Title: Date: 11/30/2016 DISCLAIMER: Records of the Virginia Department of Historic Resources (DHR) have been gathered over many years from a variety of sources and the representation Feet depicted is a cumulative view offteld observations over time and may not reflect current ground conditions. The map is for general information purposes and is not intended.for engineering, legal or other site -specific uses. Map may contain errors and is provided "as -is ". More information is available in the DHR Archives located at DHR'sRichmond office. 0 500 1000 1500 2000 1:18,056 / 1 "=1,505 Feet Notice if AE sites: Locations of archaeological sites tpW2s¢nsitive the National Historic Preservation Act (NHPA), and the Archaeological Resources Protection Act (ARPA) and Code of Virginia §2.2-3 705.7 (10). Release ofprecise locations may threaten archaeological sites and historic resources. SUBJECT PROPERTY PHOTOGRAPHS AMHERST TOWER Photograph 1 — View of subject property facing north. Photograph 2 — View of subject property facing east. Page 25 .6 .4 .K`^'4tN+M'i:� �_�.jwW.., •'.'y�r"".�' .+ae� ..++- ,w'9�" .w: � � � ,I�,�nr .: � .4Xi SUBJECT PROPERTY PHOTOGRAPHS AMHERST TOWER Walnut Grove (34-98) last kptaytf,'r I Sdi celaw-%.:a. I w; In 1740, Jc�ph Lupton ohta[ne,l a ki-:t, ;: ,mot of land about tw i mild wr,- t \Vinchester on which this hot.L e was kiilt; the pre►perty remained in thy• rinioly until they early, twentieth century. `Fhe cast three -bay section 4 this t�r�a->tctn, stone house t%,is 1,1111t in the late eighteenth centun by John Lupton. The %%,c.t three -bay sane section, which hits the .late 1 85 in,,. nbed , m one of the st(me>, was added by Jt)hn S. Lupton. This secti�►n has massive same lintels, an uueri(w arable -end same chimney; and a t%,() vary pro►trudutg bay. Outbuildings Include a strut: sprinj,*ixnise, frame shed. and cite-story ftjnw tenant house. Ihiting the early 19LXN, Walnut Gn)vE «as the lu toe c►t S. Lucien Lupton, a pox nitirnt farmer and orch;irdur in Frederiek County. H .s %rill created the Lu1non tk)rtirultural Department r I Lindley High Sch�+-4. He Also terre<rnt►•.I Frederick G)unty° in the 1iritinia Senate fromi I(AN) tu+ 1904 Photograph 5 — Walnut Grove, SHPO ID 034-0098. Photograph 6 — View from subject property toward Walnut Grove. Property is not visible from tower location and likely will not have unobstructed line of site toward tower. Page 27 M-11111ilu,Z STRUCTURES August V, 2017 Ben McManus Shentel 2 (540) 984-5803 Ref: Design and failure modes for a 138' AGL Tapered Monopole Quality of Steel and Fabrication of a Monopole Structure Valmont Project No. 383725 Site Name: 15149 Amherst, VA Pole to be designed with a Maximum Theoretical Fall Radius of 60' Code: ANSI/TIA-222-G-2-2009 Tapered Monopole Design Standards and Failure Modes: • Communications monopole structures designed by Valmont are sized in accordance with the latest governing revision of the ANSI/TIA 222 standard unless otherwise requested by our customer. This standard has been approved by ANSI/ASCE, which has dealt with the design of antenna support structures for over 40 years. The TIA standard, based on provisions of this nationally known specification, has a long history of reliability. At its core philosophy is it's first and foremost priority to safeguard and maintain the health and welfare of the public. • The TIA standard designates a minimum wind loading for each county in the United States. Valmont uses the wind loading listed in the TIA standard unless a greater value is specified by our customer. Structures are also designed for radial ice at a code specified reduced design wind loading. Code designated coefficients are used to ensure that the structure will survive the designed wind speed. The structure can usually survive even a greater wind load than the basic design wind speed because of these conservative coefficients. • Design and loading assumptions that are used for the analyses of these structures are very conservative in nature when compared to other codes, which makes structural failure highly improbable. • Failure of a steel monopole occurs when a point is reached where the induced stresses exceed the yield strength of the material. At this point, the deflections induced in the material are no longer temporary. Hence, a permanent deflection in the monopole would exist. • The term failure above refers to local buckling at a designated point on the pole. Local buckling does not cause a free falling pole; rather it relieves the stresses from the pole at this location. Monopoles are flexible, forgiving structures, which are not generally susceptible to damage by impact loads such as wind gust or earthquake shocks. • When local buckling occurs, a relatively small portion of the shaft distorts and "kinks" the steel. When the pole begins to bend the exposure area is reduced and therefore, the force due to wind is decreased as well. Even though buckling exists, the cross section of the pole is capable of carrying the entire vertical load. Therefore, wind induced loads could not conceivably bring this type of structure to the ground due to the excellent ductile properties, design criteria, and failure mode. • Valmont's communication poles have proven to be very reliable products. Valmont has provided structures that have performed well during earthquakes in California, hurricanes in the South (including Hugo, Andrew, Opal and Katrina), and a number of tornadoes. In over 25 years of engineering and fabricating thousands of monopoles, to our knowledge Valmont has never experienced an in service failure of a communication pole due to weather induced overloading, even though, as in the cases of Hurricanes Hugo, Andrew and Katrina, the wind speeds exceeded the design wind speed. We use the latest standards, wind speed information, and sophisticated analytical tools to ensure that we maintain our unblemished record for quality. Valmont Microflect, Valmont Industries, Inc. 3575 25" Street Salem, OR 97302-1123 USA Toll Free: 800-547-2151 Fax: 503-316-2040 www.valmont.com i s,rRUCTUREs Valmont Quality of Steel and Manufacturing: • Monopoles are fabricated from ASTM A572 Grade 65 material with a controlled silicon content of 0.06% maximum to ensure a uniform galvanized coating. The base material is fabricated from Grade 50 material. All plate material meets a V-Notch toughness requirement of 15 ft-lbs. @ -20 degrees Fahrenheit. By meeting the strict toughness requirement, monopoles are best suited to resist the cyclic/fatigue type loading (i.e. wind induced loading) these structures exhibit. ® Valmont's anchor bolts are fabricated from A615 Grade 75 material. The bolts are typically 2'/4 in diameter, made from f#18J bar stock. Anchor bolts come complete with five (5) A194 Grade 2H hex nuts. ® For the past 40 years, our company has always guaranteed the quality of the steel used in building our structures. Material Certifications are available on all material at the time of fabrication. Fabrication of the monopole is performed in accordance with the provisions of the AISC Manual of Steel Construction and ASCE's Design of Steel Transmission Pole Structures. All welding and inspection is in accordance with the American Welding Society's Specification D1.1-latest revision. Testing and inspection reports are available upon request at the time of fabrication. In addition, this monopole can be designed to theoretically fail at approximately 78' AGL or above by purposely over designing the pole sections below this point. In the unlikely event the pole were to fail at this point, the significant loading reduction caused by the removal of the tower wind area and weight above would greatly reduce any chance that the remaining tower would have any structural damage, thereby providing a maximum theoretical failure radius of approximately 60' for the 138' AGL monopole. I hope these comments address any issues that you might encounter relative to the anticipated performance of monopole structures and quality of steel fabrication. If you have additional questions or comments, I may be reached at (503) 589-6626 or Nathan.Ross@Valmont.com. Sincerely, /l 11 Nathan Ross, EIT Intermediate Engineer SEP 0 5 7n17 40440401- o. �AI-TH rJF fit., . . � YY V.• U JEFFPEY E. GLASS f Lic. fijo---O '5 A- 1� ' Valmont Microflect, Valmont Industries, Inc. 3575 251" Street Salem, OR 97302-1123 USA Toll Free: 800-547-2151 Fax: 503-316-2040 www.valmont.com i LO LO r, 0 r_ T y o • / S o { 1 � t r � � 0 o tiZ c o • , C� • Location #1 From Wal-Mart Parking Lot Sim #1 From Wal-Mart Parking Lot u Location #2 Stop light at Highway 50 Exiting Wal-Mart Sim #2 Stop light at Highway 50 Exiting Wal-Mart • Location #3 Near Courtyard by Marriott Sim #3 Near Courtyard by Marriott A it v MIN U-:f ifg of -- %. 0 0 41G� car' ww COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/665-6395 THE HISTORIC RESOURCE ADVISORY BOARD REVIEW APPLICATION & APPLICATION PROCEDURES MEETING The Historic Resources Advisory Board (HRAB) meets on the third Tuesday of every month, please refer to the HRAB meeting schedule. These meetings are held at 6:30 p.m. in the Executive Sessions Room in the Board of Supervisors Room on the first floor of the Frederick County Administration Building at 107 North Kent Street. The deadline for all HRAB meetings is approximately three weeks prior to the scheduled meeting date. To verify meeting dates and deadlines or for questions, please call 540-665-5651. Please submit all applications to the Department of Planning and Development, 107 North Kent Street, Suite 202, Winchester, Virginia 22601. THE APPLICANT OR HIS/HER APPOINTED REPRESENTATIVE MUST BE PRESENT AT THE MEETING. SUBMISSION The applicant must submit a completed Historic Resource Advisory Board Review application form and the accompanying materials listed below for reviews ofrezonings, master development plans and conditional use permits: • Copy of Rezoning, Master Development Plan, Conditional Use Permit application and supporting materials, including at a minimum: • Completed land use application • Impact analysis required by Section 165-102.05 of the Frederick County Zoning Ordinance, including the location of historic structures and sites in relation to the site and impacts on those historic structures and sites • Any rezoning proffers proposed by the applicant to preserve historic and archaeological resources on the site pursuant to Section 165-102.06 of the Zoning Ordinance. • Generalized Development Plan, Master Development Plan, Conditional Use Site Plan for the property, if available, showing the type and location of proposed new development and the treatment of any historic structures and features on the site; • Description of proposed development or construction project, including proposed uses and general timeframe for development; • Status of any identified historic or archaeological resources on the site or adjacent to the site (e.g., located in any identified historic area, survey area, or battlefield site or individually listed on a local, state or national historic register, relevant information on record with the Virginia Department of Historic Resources) and presence of other historic structures or significant landscape features or archaeological sites; • Photographs (color) of all historic resources on the property, including interior views that identify the character and defining features of the site. These photographs need to show all existing buildings and the relationship of the proposed project to the surrounding streetscape and landscape. 107 North Kent Street, Suite 202 Winchester, Virginia 22601-5000 www.co.frederick.va.us 0 • HISTORIC RESOURCE ADVISORY BOARD REVIEW APPLICATION NECK oG w '� 5 'r y� Frederick County 107 North Kent Street, Suite 202 MEETING DATE Winchester, Virginia 22601 Telephone: (540) 665-5651 Fax: 540) 665-6395 DATE STAMP ADDRESS OF PROJECTr 220 ov,n,:)5 / ,-// CQt It J to P l U-, PROPERTY OWNERS NAME: Gregory A. Bishop TELEPHONE NUMBER: 540-533-8107 PROPERTY OWNERS ADDRESS: 108 Stonewall Drive ARCHITECT/DEISGNER: T-squared TELEPHONE NUMBER: 724-308-7855 Description of Application: Please describe briefly the request of the application: (rezoning, master development plan, conditional use permit). Please be s ecific. Conditional Use Permit for a Telecommunications tower 138 foot monopole and related ground support equipment In a fenced compound This application is not complete until all of the following information has been provided to the Department of Planning and Development. Please check the materials that have been submitted. +/ Copy of required application as described in 1.1 Description of proposed development or construction project, including proposed uses and general timeframe for development (1.2) Status of any identified historic or archaeological resources on the site or adjacent to the site (e.g., located in any identified historic area, survey area, or battlefield site or individually listed on a local, state or national historic register, relevant information on record with the Virginia Department of Historic Resources) and presence of other historic structures or significant landscape features or archaeological sites; (1.3) F'r Photographs (color) of all historic resources on the property (1.4) PROPERTY IDENTIFICATION NUMBER (PIN): 52-A-254 Name of Applicant: Shenandoah Mobile LLC (Lynn Koerner - Consultant) Telephone Number 40-336fW030 Address: Street PO Box 459, 500 Shentel Way City Edinburg State VA Zip Code 22824 Signature: Print Name: Lynn Koerner Date: Please note that the applicant or his/her appointed representative must be present at the meeting. A Ah ® 2006 DeLomie. Topo USA® 6.0. ♦. a mo .ao en .m iaoo "' www.delorme.com ti - 1" = 2,000.0 ft -- -----Data Zoom 13-1 July ,10, 2017 Bill M. Ewing, Frederick County Board Gainesboro Magisterial District 400 Clocktower Ridge Drive, Apt. 140 Winchester, VA 22603 RE: Section 106 Invitation per the National Historic Preservation Act and the National Environmental Policy Act to the Local Government: Amherst Tower 108 Stonewall Dr Winchester, Frederick County, VA 22603 Dear Mr. Ewing, T-Squared Site Services, LLC is proposing the construction of a 130'-150' monopole style telecommunications tower at the above address. Please consider this correspondence an invitation to comment on the possible effects the proposed project may have on sites or structures of historic significance. This correspondence is not an attempt to satisfy the local zoning requirements. Enclosed for your review is a copy of a USGS 7.5-Minute topographic map, property photographs, site sketch and a table of information regarding the proposed project. As part of our research, RESCOM will submit the proposed project for Section 106 review per the National Historic Preservation Act and the National Environmental Policy Act to the Virginia State Historic Preservation Office. In addition, a public notification will be placed in the local newspaper to solicit "questions, comments, and correspondences" from the public regarding the proposed project. Should you require further information, please do not hesitate to contact our office or contact me directly at (260) 385-6999. Thank you for your time and attention to this matter. Sincerely, RESCOM Environmental Corp Andrew Smith Project Manager andrew.smitharescom.org Enclosures cc: RESCOM file 1611008 RESCOM Environmental Corp. • P.O. Box 361 • Petoskey, MI 49770 Phone: (260) 385-6W-2Pax: (231) 487-0726 www.rescom.o[g RESCOM<' July 10, 2017 Winchester -Frederick County Historical Society 1340 S Pleasant Valley Road Winchester, VA 22601 RE: Section 106 Invitation per the National Historic Preservation Act and the National Environmental Policy Act to the Local Historical Society: Amherst Tower 108 Stonewall Dr Winchester, Frederick County, VA 22602 Dear Winchester -Frederick County Historical Society, T-Squared Site Services, LLC is proposing the construction of a 130'-150' monopole style telecommunications tower at the above address. Please consider this correspondence an invitation to comment on the possible effects the proposed project may have on sites or structures of historic significance. This correspondence is not an attempt to satisfy the local zoning requirements. Enclosed for your review is a copy of a USGS 7.5-Minute topographic map, property photographs, site sketch and a table of information regarding the proposed project. As part of our research, RESCOM will submit the proposed project for Section 106 review per the National Historic Preservation Act and the National Environmental Policy Act to the Virginia State Historic Preservation Office. In addition, a public notification will be placed in the local newspaper to solicit "questions, comments, and correspondences" from the public regarding the proposed project. Should you require further information, please do not hesitate to contact our office or contact me directly at (260) 385-6999. Thank you for your time and attention to this matter. Sincerely, RESCOM Environmental Corp Andrew Smith Project Manager andrew.smith(c)rescom.orq Enclosures cc: RESCOM file 1611008 RESCOM Environmental Corp. • P.O. Box 361 • Petoskey, MI 49770 Phone: (260) 385-6-?Pax: (231) 487-0726 www.rescom.org r] u G&C Auto Recycling Inc PO Box 1652 Winchester, VA 22602 Keller, Herman Land Shelby J. 106 Stonewall Drive Winchester, VA 22602 Bishop, Gregory A. 108 Stonewall Drive Winchester, VA 22602 Scruggs, Amber 112 Stonewall Drive Winchester, VA 22602 Ruggles, Trudy Poe 858 Fox Drive Winchester, VA 22603 Perry, Stuart M. Inc 117 Limestone Lane Winchester, VA 22602 Commonwealth of Virginia PO Box 2249 Staunton, VA 22402 TAMA`d-00-008-6 w.,dn-dod paogaa a! aalanaa ! worAj9Ae-Au" ap up aangpey el q zalidaa G&C Auto Recycling Inc PO Box 1652 Winchester, VA 22602 i Keller, Herman Land Shelby J. 106 Stonewall Drive Winchester, VA 22602 Bishop, Gregory A. 108 Stonewall Drive Winchester, VA 22602 Scruggs, Amber 112 Stonewall Drive Winchester, VA 22602 Ruggles, Trudy Poe j 858 Fox Drive Winchester, VA 22603 'i ! Perry, Stuart M. Inc - _— �- - I 117 Limestone Lane Winchester, VA 22602 I Commonwealth of Virginia PO Box 2249 Staunton, VA 22402 }uaaey� f @09LS @AI13AV 1laege6 al zesimn susua5 i salad a sali�e� sa�anbl;3 ap i ' T @09LS OAMBAV D i -- f Wla6p3 dn-dod asodxa waded pe03 009LS ejeldwal ®Aaany asn I o; aull 6uole puce !• Y i slagel ®load ASe3 0 . COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 January 22, 2018 Mr. Lynn Koener Shenandoah Mobile LLC 3126 South Ox Road Edinburg, Virginia 22824 RE: Request for Historic Resources Advisory Board (HRAB) Comments Shentel — Conditional Use Permit Application; PIN#: 54-A-254 Zoning District: RA (Rural Area) Dear Mr. Koener: The Frederick County Historic Resources Advisory Board (HRAB) considered the above referenced Conditional Use Permit Application during their meeting on January 16, 2018. The HRAB reviewed information associated with the Rural Landmarks Survey, information from the Virginia Department of Historic Resources (VDHR) and information provided by the Applicant. The proposal seeks to construct a 138-foot connnercial telecornrnunications tower with accessory equipment building on a property located at 219 Round Hill Road, Winchester in the Gainesboro Magisterial District. Historic Resources Advisory Board Comments: The Study of Civil War Sites in the Shenandoah Valley published by National Park Service Study of Civil War Sites in the Shenandoah Valley does not identify a core battlefield within this area. The property is located within the study area of the Second Battle of Winchester. The Rural Landmarks Survey Report for Frederick County Virginia identifies two mapped properties within a one -mile radius of the subject site: • Walnut Grove (#34-0098) — potentially significant • Stoney Acres (#34-0088) —potentially significant After reviewing this information and the Applicant's materials and proposals, the Historic Resources Advisory Board (HRAB) recommended approval of the Conditional Use Permit as presented. Thank you for the chance to comment on this application. Please call if you have any questions or concerns. Sincerely, Candice Perkins, AICP, CZA Assistant Director CEP/pd Submittal Deadline ► '.)Joi 1$ P/C Meeting -,ZA k 1 `; S BOS Meeting iy APPLICATION FOR CONDITIONAL USE PERMIT FREDERICK COUNTY, VIRGINIA 1. Applicant (check one): Property Owner _ Other _ ✓� NAME: Shenandoah Mobile, LLC (Shentel) ADDRESS: PO Box 459, 500 Shentel Way, Edinburg, VA 22824 TELEPHONE: Lynn Koerner Consultant for Shentel - 540-335-0030 2. Please list all owners, occupants, or parties in interest of the property: Gregory A. Bishop 3. The property is located at: (please give exact directions and include the route number of your road or street) 219 Round Hill Road. - Proceed west on Amherst Street to Hwy 37. Continue straight on Northwestern Pike (Hwy50) for 1/2 mile. at the light, turn left and proceed on RT 803, Round Hill Road, for 1000 feet and turn left. Bear left around the building and follow existing gravel road to eastern edge of property. Turn left and up a slight slope to the tower site on the left. 4. The property has a road frontage of 179.4 feet and a depth of 1320 feet and consists of 7 acres. (Please be exact) 5. The property is owned by Gregory A. Bishop as evidenced by deed from West End Salvage Inc (previous owner) recorded in deed book no. 352 on page 354 , as recorded in the records of the Clerk of the Circuit Court, County of Frederick. 6. Property Identification Number (P.I.N.) 52 A 254 Magisterial District Back Creek Current Zoning RA 5 0 • r, 9EC 1 1 2011 U �„_ _ ��►CK C UN��ar�!�i %. Adjoining Property: USE ZONING North Residential RA East Sub station - Shenandoah Valley Elec RA South Golf Course RA West VDOT Maintenance Facility 133 8. The type of use proposed is (consult with the Planning Dept. before completing): Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound 9. It is proposed that the following buildings will be constructed: No buildings are proposed to be constructed at this site. 10. The following are all of the individuals, firms, or corporations owning property adjacent to both sides and rear and in front of (across street from) the property where the requested use will be conducted. (Continue on back if necessary.) These people will be notified by mail of this application: Name and Property Identification Number Address NameG&G Auto Recycling Inc PO Box 1652 Winchester, VA 22602 Property # 52 A 254A Name Keller, Herman L and Shelby J 106 Stonewall Drive Winchester, VA 22602 Property #53B 2 20A Name Bishop, Gregory A and Nancy K 108 Stonewall Drive Winchester, VA 22602 Property#53B 2 21 PPa:eScruggs, Amber 112 Stonewall Drive, Winchester, VA 22602 roperty#53B 2 23 and 53B 2 24 name Ruggles, Trudy Poe 858 Fox Drive Winchester, VA 22603 Property # 53 A 86 Name Perry, Stuart M. Inc 117 Limestone Lane Winchester, VA 22602 Property # 53 A 88 and 53 A 254B Name Commonwealth of Virginia PO Box 2249 Staunton, VA 22402 Property#52 A 71 A 11. Please use this page for your sketch of the property. Show proposed and/or existing structures on the property, including measurements to all property lines. SEE INCLUDED DRAWINGS - 15149 - AMHERST 1.1 0 12. Additional comments, if any: NONE I (we), the undersigned, do hereby respectfully make application and petition the governing body of Frederick County, Virginia to allow the use described in this application. I understand that the sign issued to me when this application is submitted must be placed at the front property line at least seven (7) days prior to the first public hearing and maintained so as to be visible until after the Board of Supervisors' public hearing. Your application for a Conditional Use Permit authorizes any member of the Frederick County Planning Commission, Board of Supervisors or Planning and Development Depart,�g4t to inspect your property where the proposed use will be conducted. Signature of Signature of Owner Owners' Mailing Address Owners' Telephone No. 8 Otonewall Drive, Winchester, VA 33-8107 TO BE COMPLETED BY THE ZONING ADMINISTRATOR: USE CODE: RENEWAL DATE: M 0 Special Limited Power of Attorney County of Frederick, Virginia Frederick Planning Website: vyivey-vAynxs Department of Planning & Development, 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) Gregory A Bishop (Phone) 540-533-8107 (Address) 108 Stonewall Drive, Winchester, VA 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. 532 on Page 354 , and is described as Parcel:254 Lot: Block: Section: do hereby make, constitute and appoint: (Name) Lynn Koerner (Consultant for Shentel) Subdivision (Phone) 540-335-0030 (Address) 3126 South Ox Road, Edinburg, 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: _ Rezoning (including proffers) JENNIFER LESLIE PAYNE Conditional Use Permit PMy Notary Public Master Development Plan (Preliminary and Final) Commonwealth of Virginia gSubdivision Reg. #7300806 Site Plan Commission Exps. Oct. 31, 2021 n _ Variance or Appeal 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 �) have hereto set my (our) hand and seal this day of c� , 20�, Signatures) zt, State of Virginia, City/Coi my of W1mcflC31LL , To -wit: I,—ICz.11JWR LMll;2 PAIiJE , a Notary Public in and for the jurisdiction aforesaid, certify that the person(s) who signed to the foregoing instrument personally appeared before me and has acknowledged the same before me in the jurisdiction aforesaid this 15 day of WUEHU� 20 11 My Commission Expires: Cf-11 -12- 3i , n9l tart' blic Ah Ah 0 ------ 0 2006 DeLorme. Topo USA® 6.0. 0 DaW Zoom i �--1 www.delorme.com OWO 0 2006 DeLorme. Topo USA® 6.0. www.delorme.com 1 2,000.0 ft Data zoom 13-1 -- m ® 2006 DeLOmie. TOpo USA® 6.0. www.deforme.com - - - - - - 1" = 2,000.0 ItData Zoom 13-1 • • Location #1 From Wal-Mart Parking Lot Sim 01 From Wal-Mart Parking Lot • • Location #2 Stop light at Highway 50 Exiting Wal-Mart Sim #2 Stop light at Highway 50 Exiting Wal-Mart • 0 Location #3 Near Courtyard by Marriott Sim 43 Near Courtyard by Marriott .lk OL hnq t4 W ccaU Q c N � : o Q ot4"', ��- o *64 o o L r tiz ) � I ' ' �o �► • E Location #1 From Wal-Mart Parking Lot Sim #I From Wal-Mart Parking Lot • • Location #2 Stop light at Ilighway 50 lixiting Wal-Mart Sim #2 Stop light at Highway 50 Exiting Wal-Mart IAIC81iOn H3 Near Courtyard by Marriott Sim N3 Near Courtyard by Marriott i •i N ti.... v 3 Mail Processing Center ' a Federal Aviation Administration Southwest Regional Office °N. Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Issued Date: 09/25/2017 Lynn Koerner Shentel (LK) 500 Shenter Way Edinburg, VA 22824 Aeronautical Study No. 2017-AEA-9803-OE ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Antenna Tower Amherst 15149 Location: Winchester, VA Latitude: 39-11-18.08N NAD 83 Longitude: 78-12-27.70W Heights: 842 feet site elevation (SE) 138 feet above ground level (AGL) 980 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or: At least 10 days prior to start of construction (7460-2, Part 1) X Within 5 days after the construction reaches its greatest height (7460-2, Part 2) See attachment for additional condition(s) or information. Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 L Change 1. This determination expires on 03/25/2019 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. (c) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. Page 1 of 4 ppr" " NOTE. REQUEST FOR EXTSION OF THE EFFECTIVE PERIOD HIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY 13E ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination does not constitute authority to transmit on the frequency(ies) identified in this study. The proponent is required to obtain a formal frequency transmit license from the Federal Communications Commission (FCC) or National Telecommunications and Information Administration (NTIA), prior to on -air operations of these frequency(ies). This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co -Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. A copy of this determination will be forwarded to the Federal Communications Commission (FCC) because the structure is subject to their licensing authority. If we can be of further assistance, please contact our office at (817) 222-5922, or debbie.cardenas@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2017-AEA-9803- OE. Signature Control No: 344004290-344561611 Debbie Cardenas Technician Attachment(s) Additional Information Frequency Data cc: FCC Page 2 of 4 (DNE) Ad*onal information for ASN 2017-AEA&3-OE Frequencies being used in the band 21.2GHz to 23.6GHz. Page 3 of 4 Oequency Data for ASN 2017-AEA-98WE LOW HIGH FREQUENCY ERP FREQUENCY FREQUENCY UNIT ERP UNIT 6 7 GHz 55 dBW 6 7 GHz 42 dBW 10 11.7 GHz 55 dBW 10 11.7 GHz 42 dBW 17.7 19.7 GHz 55 dBW 17.7 19.7 GHz 42 dBW 21.2 23.6 GHz 55 dBW 21.2 23.6 GHz 42 dBW 614 698 MHz 1000 W 614 698 MHz 2000 W 698 806 MHz 1000 W 806 901 MHz 500 W 806 824 MHz 500 W 824 849 MHz 500 W 851 866 MHz 500 W 869 894 MHz 500 W 896 901 MHz 500 W 901 902 MHz 7 W 929 932 MHz 3500 W 930 931 MHz 3500 W 931 932 MHz 3500 W 932 932.5 MHz 17 dBW 935 940 MHz 1000 W 940 941 MHz 3500 W 1670 1675 MHz 500 W 1710 1755 MHz 500 W 1850 1910 MHz 1640 W 1850 1990 MHz 1640 W 1930 1990 MHz 1640 W 1990 2025 MHz 500 W 2110 2200 MHz 500 W 2305 2360 MHz 2000 W 2305 2310 MHz 2000 W 2345 2360 MHz 2000 W 2496 2690 MHz 500 W Page 4 of 4 0 r July 10, 2017 Ms. Julie Langan DHR Director & State Historic Preservation Officer 2801 Kensington Avenue Richmond, VA 23221 Re: Request for Section 106 Review: Amherst Tower 108 Stonewall Drive Winchester, Frederick County, VA 22603 Dear Ms. Langan, RESCOM Environmental Corp is requesting a Section 106 Review for the above referenced project. Enclosed is an FCC Form 620 with attachments summarizing RESCOM's findings. Based upon the observations documented within Form 620, it is RESCOM's opinion that the proposed project will not affect any historic properties within the APE. A conclusion of "no adverse effect to historic properties" is recommended and we respectfully request your concurrence Should you require further information, please do not hesitate to contact our office at (260) 385-6999. Thank you for your time and attention to this matter. Sincerely, RESCOM Environmental Corp Andrew Smith Project Manager andrew.smith@rescom.org Enclosures cc: RESCOM file 1611008 RESCOM Environmental Corp. • P.O. Box 361 • Petoskey, MI 49770 Phone: (231) 409-2563 • Fax: (231) 487-0726 www.rescom.org • 0 Andrew Smith Trom: :towernotifyMfo@fcc.gov Sent: Friday, August 4, 2017 5:15 PM To: andrew.smith@rescom.org Subject: Section 106 Notification of SHPO/THPO Concurrence- Email ID #2443075 This is to notify you that the Lead SHPO/THPO has concurred with the following filing: Date of Action: 08/04/2017 Direct Effect: No Effect on Historic Properties in APE Visual Effect: No Adverse Effect on Historic Properties in APE Comment Text: We believe that the undertaking will have No Adverse Effect on historic properties listed in or eligible for the National Register of Historic Places. Chris Novelli Virginia Department of Historic Resources File Number: 0007848832 TCNS Number: 156703 Purpose: New Tower Submission Packet Notification Date: 7AM EST 07/11/2017 Applicant: Shenandoah Mobile, LLC Consultant: RESCOM Environmental Consulting Positive Train Control Filing Subject to Expedited Treatment Under Program Comment: No Site Name: Amherst Site Address: 108 Stonewall D\r Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Site Coordinates: 39-11-18.7 N, 78-12-27.7 W City: Winchester County: FREDERICK State:VA Lead SHPO/THPO: Virginia Department of Historic Resources NOTICE OF FRAUDULENT USE OF SYSTEM, ABUSE OF PASSWORD AND RELATED MISUSE Use of the Section 106 system is intended to facilitate consultation under Section 106 of the National Historic Preservation Act and may contain information that is confidential, privileged or otherwise protected from disclosure under applicable laws. Any person having access to Section 106 information shall use it only for its intended purpose. Appropriate action will be taken with respect to any misuse of the system. • • 7 ATTACHMENT B — SHPO CONSULTATION Lead SHPO: Virginia State Historic Preservation Office Secondary SHPO (If Applicable): N/A Date of Submission: July 10, 2017 FCC E-106 File Number: 0007848832 RESCOM's Findings: ❑ No Historic Properties in APE ❑ No Effect to Historic Properties in APE ® No Adverse Effect to Historic Properties in APE Date of Response SHPO'S Findings: W10110 ❑ No Response ❑ No Historic Properties in APE ® No Effect to Historic Properties in APE ❑ No Adverse Effect to Historic Properties in APE ❑ Adverse Effect to Historic Properties in APE ❑ Conditional No Adverse Effect: ❑ Other: T-Squared Site Services, LLC Riy� FCC NEPA Summary Report .�-��� AMHERST! 15149 0 • MAP LEGEND Area of Interest (AOI) U Area of Interest (AOI) Soils Soil Map Unit Polygons . . Soil Map Unit Lines © Soil Map Unit Points Special Point Features V Blowout Borrow Pit A Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Q Perennial Water e4 Rock Outcrop + Saline Spot Sandy Spot Severely Eroded Spot 0 Sinkhole r Slide or Slip Sodic Spot Soil Map —Frederick County, Virginia (Amherst Tower) MAP INFORMATION Spoil Area The soil surveys that comprise your AOI were mapped at 1:15,800. Q Stony Spot Very Stony Spot Warning: Soil Map may not be valid at this scale. Wet Spot Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil �j Other line placement. The maps do not show the small areas of Special Line Features contrasting soils that could have been shown at a more detailed scale. Water Features Streams and Canals Please rely on the bar scale on each map sheet for map measurements. Transportation ,_,_, Rails Source of Map: Natural Resources Conservation Service Web Soil Survey URL: .. Interstate Highways Coordinate System: Web Mercator (EPSG:3857) US Routes Maps from the Web Soil Survey are based on the Web Mercator Major Roads projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Local Roads Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. Background 66 Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Frederick County, Virginia Survey Area Data: Version 11, Sep 28, 2016 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Oct 9, 2011—Nov 6, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. usDA Natural Resources Web Soil Survey 5/15/2017 Conservation Service National Cooperative Soil Survey Page 2 of 3 • 0 0 Soil Map —Frederick County, Virginia Map Unit Legend Amherst Tower Frederick County, Virginia (VA069) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 14C Frederick-Poplimento foams, 7 0.2 9.4% to 15 percent slopes 16C Frederick-Poplimento loams, 0.7 29.2% very rocky, 7 to 15 percent slopes 1.4 17E Frederick-Poplimento-Rock 61.3% outcrop complex, 15 to 45 percent slopes Totals for Area of Interest 2.3 100.0% usDn Natural Resources Web Soil Survey 5/15/2017 �� Conservation Service National Cooperative Soil Survey Page 3 of 3 ITT -5 U.S. Fish and Wildlife ServiceN-ational Wetlands _ October 31, 2017 Wetlands Estuarine and Marine Deepwater Estuarine and Marine Wetland Wetland map This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the Wetlands Mapper web site. Freshwater Forested/Shrub Wetland Other Freshwater Pond Ej Riverine National Wetlands Inventory (NWI) This page was produced by the NVIA mapper 40 USFWS National Wildlife Refuges And 'Fish Hatcheries Any activity proposed on National Wildlife Refuge lands must undergo a'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. There are no refuges or fish hatcheries within your project area. 9 0 Endangered Species Act Species There is a total of 3 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. Mammals NAME STATUS Indiana Bat Myotis sodalis Endangered There is final critical habitat for this species. Your location is outside the critical habitat. Species profile: hilps://ecos.fws-gov/ecp/snecies/5949 Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species. Flowering Plants NAME STATUS Harperella Ptilimnium nodosum Endangered No critical habitat has been designated for this species. Species profile: https://ecos.fws.goy/ecp/speci_�s/3739 Critical habitats There are no critical habitats within your project area under this office's jurisdiction. • • Project 'Summary Consultation Code: 05E2VA00-2018-SLI-0471 Event Code: 05E2VA00-2018-E-01069 Project Name: Amherst Tower Project Type: COMMUNICATIONS TOWER Project Description: Construction of a small cell telecommunications pole within existing disturbed road right-of-way. Project Location: Approximate location of the project can be viewed in Google Maps: his://www.google.comZmaps/place/39.18967107180627N78,20719218410383 W Hill Crest' Counties: Frederick, VA 0 Official species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Virginia Ecological Services Field Office 6669 Short Lane Gloucester, VA 23061-4410 (804)693-6694 0 0 '10/31/2017 Event Code; 05UVA00-2018-E-01069 :utilize:their:authorities:to .cany:out.:programs :for:the.conservation.o£thr:eatened:and.endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: littp://www.fws.gov/endangered/esa-libraly/pdf/TOC-GLOS.PDF Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (littp://www.fws.gov/windenergy/eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://www.fws. gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://www.towerkill.com; and http://www.fws.gov/migratorybirds/CuiTentBi dlssues/Hazards/towers/comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): ■ Official Species List ■ USFWS National Wildlife Refuges and Fish Hatcheries 0 0 4�4��t 1 •.. 1'' •. `, ��� N' 'r .14i'u��ii i I i � r: United `States Department of the Interior ; FISH AND WILDLIFE SERVICE Virginia Ecological Services Field Office 'j.•,"' 6669 Short Lane Gloucester, VA 23061-4410 Phone: (804) 693-6694 Fax: (804) 693-9032 htti)://www.fws.goy/iiortheast/virgiiiiafield/ In Reply Refer To: October 31, 2017 Consultation Code: 05E2VA00-2018-SLI-0471 Event Code: 05E2VA00-2018-E-01069 Project Name: Amherst Tower Subject: List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). Any activity proposed on National Wildlife Refuge lands must undergo a'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to SUPPORTING DOCUMENTATION U.S. Fish & Wildlife Service Information, Planning, and Conservation (IPaC) Results U.S. Fish & Wildlife service National Wetlands Inventory Natural Resource Conservation Service Web Soil Survey North American Flyway Map T-Squared Site Services, LLC J r. Informal Biological Report RESCO W 15149 - Amherst 0 0 These guidelines .s.ug.gest, :if collocating on .an .existing .tower or :non -tower ..structure:is :not possible, 'that proposed 'towers 'be constructed 199' or less'in overall height, without the use of guy wires, and in a facility with a minimum possible footprint. Additionally, the USFWS suggests towers be unlit or lit with only white or red strobe lights. All necessary guy wires should have daytime visual markers on the wires. Lastly, towers should be designed to encourage future collocations. While the proposed tower will have an overall height of 130' to 150', according to the current available studies, such as the Michigan State Police Tower Study, towers above 500' appear to have more of an effect on migratory birds than towers that are shorter than 500'. Additionally, the proposed tower is an improvement over the existing tower. The proposed tower will be self- supporting, a configuration much safer for birds landing in fog or reduced visibility. Based on the construction drawings provided by T-Squared Site Services, LLC, we have concluded that steps have been taken to adhere to the USFWS tower siting guidelines including constructing with a minimum facility footprint, an overall height below 199', no guy wires, and to accommodate future collocations. CONCLUSIONS: Based on the information presented in this report, habitats necessary to support listed and potentially listed Threatened & Endangered species and Critical Habitats do not exist at the subject property or in the vicinity. Therefore, the proposed project is not likely to impact Threatened & Endangered species as contained in 50 CFR 17.11, 17.22, 222.23(a), 227.4, critical habitats as contained in 50 CFR 17.95, 17.96, and part 226, or migratory birds protected under the Migratory Bird Treaty Act. Joe Lee / Biologist RESCOM Environmental Corp. RESCOM File 1611008 RESCOW ko Andrew Smith / Report Preparer RESCOM Environmental Corp. T-Squared Site Services, LLC Informal Biological Report 15149 - Amherst • wetland. Additionally, no wetland indicators such as wetland vegetation or standing water were noted at the time of the field inspection. According to the Natural Resource Conservation Service (NRCS) Web Soil Survey, underlying soils in the immediate vicinity of the proposed project consist of Federick — Poplimento - Rock outcrop complex, 15 to 45 percent slopes. The soil is not listed as a hydric soil with the NRCS. The nearest body of water is Abrams Creek, which flows approximately 500' southwest and east of the subject property. Based on all of these factors there are no wetland areas at or near the subject property. THREATENED & ENDANGERED SPECIES: RESCOM utilized IPaC to determine if any listed or potentially listed Threatened & Endangered species exist within or within 30' of the proposed project area. RESCOM then reviewed various field guides and reference books to determine what habitats are necessary to support the listed or potentially listed species of the area. Necessary habitats were compared to the habitat found at and near the subject property. Based on this comparison, none of the listed or potentially listed Threatened & Endangered species identified by the USFWS are likely to be found at the subject property, or within a 30' buffer zone surrounding all proposed lease areas. A complete list of these species, their required habitat, and the potential project impact is as follows. Species Status* Required Habitat Determination Potential Impact Harperella Occurs on rocky or gravel shoals and No Suitable Ptilimnium LE sandbars and along the margins of No Effect Habitat f/uviatile clear, swift -flowing stream sections. Roost and form maternity colonies Indiana Bat under loose bark or in hollows and No Suitable Myotis sodalis LE cavities of mature trees. Savanna No Effect Habitat habitats adjacent to riparian corridors may have been historically important. Old -growth forests; intact interior Northern forest habitat with low edge -to -interior Long-eared ratios; uneven forest structures, single No Suitable Bat LT and multiple tree -fall gaps, standing No Effect Habitat Myotis snags and woody debris. Hibernation septentrionalis in caves, mines, and tunnels from late fall through early spring. *LE: Listed Endangered; LT: Listed Threatened; PE: Proposed Endangered; PT: Proposed Threatened MIGRATORY BIRDS: Based on the results of a field reconnaissance and review of available maps maintained by the U.S. Forest Service (USFS) and USFWS, the proposed project area is not located in a waterway, wildlife refuge, national wilderness area, grassland, forest area, ridge -line, coastline or area commonly known to have high incidences of fog or low clouds, where migratory birds may be found. The site is within or near to a primary flyway. While the probability that migratory birds will be found within the project area is minimal, the presence of migratory birds cannot be ruled out. The IPaC results and field guides suggests multiple migratory bird species may be located within the county of the project area year-round or seasonally. The USFWS has established "Service Guidance on the Siting, Construction, Operation and Decommissioning of Communication Towers" to reduce potential impact to migratory birds. T-Squared Site Services, LLC RESCOM Informal Biological Report 15149 - Amherst Site Name: Amherst Tower Site Number: Site Location: 219 Round Hill Drive, Winchester, Frederick County, VA 22602 Project Type: Proposed construction of a 130' - 150' monopole style telecommunications facility Unless stated otherwise, for the purpose of this report RESCOM Environmental Corp assessed the direct project area and a 30' buffer in all directions from the boundary of all proposed lease areas. REGULATORY STATEMENT: This Informal Biological Assessment (IBA) is being performed in conjunction with a NEPA assessment as required by the National Environmental Policy Act (NEPA) referenced in 47 CFR Subpart 1, Chapter 1, Sections 1.130-1.1319. This IBA addresses potential affects to threatened and endangered species and critical habitats as referenced in 47 CFR 1.1307 (a) 3. Additionally, this IBA addresses potential affects to migratory birds as referenced in the Note to 47 CFR 1.1307 (d). For the purposes of this report, RESCOM assessed threatened and endangered species as contained in 50 CFR 17.11, 17.22, 222.23(a), 227.4, critical habitats as contained in 50 CFR 17.95, 17.96, and part 226, and migratory birds protected under the Migratory Bird Treaty Act. PROJECT OVERVIEW: T-Squared Site Services, LLC proposes the construction of a monopole style telecommunications facility. The facility will include a 130' - 150' monopole style tower, within a ground level fenced compound. An access drive will come in off an existing road from the southwest. The proposed project will utilize existing power and telco sources routed through disturbed areas. Potential ground disturbance and habitat impact will be limited to the proposed fenced compound, access easement, and utility easement. LOCAL HABITAT: RESCOM conducted a field reconnaissance of the proposed project area and determined the habitat at the subject property consists of an undeveloped open grass covered plot that appears to be filled and graded level. Habitats at the adjacent properties include: undeveloped land to the north, a paved parking lot followed by an electrical substation to the east, undeveloped land to the south, and an auto salvage storage yard to the west. CRITICAL HABITAT, WILDLIFE REFUGES, AND WETLANDS: RESCOM utilized the USFWS Information, Planning, and Conservation (IPaC) decision support system to determine if there are any critical habitats or National Wildlife Refuges within or near the proposed project area. Based on the IPaC results, there are no critical habitats or National Wildlife Refuges at or near the proposed project area. Based on a review of the digitized National Wetlands Inventory maintained by the U.S. Fish and Wildlife Service (USFWS), the subject property is not within the boundary of a designated T-Squared Site Services, LLC RESC�* i Informal Biological Report !�15149 - Amherst RES CO? October 31, 2017 Mr. Mark Thompson T-Squared Site Services, LLC 2500 Highland Road, Suite 201 Hermitage, Pennsylvania 16148 RE: Informal Biological Assessment for the proposed construction of a telecommunications tower facility: 15149 - Amherst 219 Round Hill Road Dr Winchester, Frederick County, Virginia Dear Mr. Thompson, RESCOM Environmental Corp has completed an Informal Biological Assessment (IBA) in conjunction with a NEPA assessment for the above referenced property. The purpose of this IBA is to address potential affects to threatened and endangered species and critical habitats as referenced in 47 CFR 1.1307 (a) 3. Additionally, this IBA addresses potential affects to migratory birds as referenced in the Note to 47 CFR 1.1307 (d). Based on the information presented in this report, the proposed project is not likely to impact threatened and endangered species as contained in 50 CFR 17.11, 17.22, 222.23(a), 227.4, critical habitats as contained in 50 CFR 17.95, 17.96, and part 226, or migratory birds protected under the Migratory Bird Treaty Act. Thank you for the opportunity to provide this service and we look forward to working with you in the future. If you have any questions or comments, please call our office at (231) 409-2563. Sincerely, RESCOM Environmental Corp , ✓ h,. Andrew Smith Project Manager Andrew. smith(a)rescom.orci RESCOM File 1611008 RESCOM Environmental Corp. • P.O. Box 361 • Petoskey, MI 49770 Phone: (231) 409-2563 • Fax: (231) 487-0726 www.rescom.org ATTACHMENT A - INFORMAL BIOLOGICAL ASSESSMENT R&C�0 T-Squared Site Services, LLC FCC NEPA Summary Report AMHERST / 15149 0 NEPA SUMMARY REVIEW HIGH INTENSITY WHITE LIGHTS Based on,project .drawings,provided by T-S.q.uared Site Services, LLC, the, proposed ,project does not include high intensity white lighting. RADIO FREQUENCY EXPOSURE T-Squared Site Services, LLC will confirm radio frequency levels will meet safety standards for human exposure with each new tenant. CONCLUSIONS: Based on information provided by T-Squared Site Services, LLC, information acquired by RESCOM Environmental, and the outcome of the SHPO, THPO, and Public consultation processes, RESCOM has determined the proposed project may adversely affect one of the Special Interest Items 1-9 listed in 47 CFR Subpart 1, Chapter 1, Sections 1.1301-1.1319 and the Nationwide Programmatic Agreement for the Collocation of Wireless Antennas (NPAC). J , November 6, 2017 Andrew Smith - Project Manager Date Attachments: A. Informal Biological Assessment B. State Historic Preservation Office Consultations C. Native American Tribal Consultations D. Maps PESCOW T-Squared Site Services, LLC ' FCC NEPA Summary Report AMHERST / 15149 a 01 NEPA SUMMARY REVIEW • Delaware Nation Eastern Shawnee Tribe of Oklahoma • 'Shawnee Tribe RESCOM received a Catawba Indian Nation, Cherokee Nation, Crow Creek Sioux Tribal Council, Eastern Shawnee Tribe of Oklahoma and Shawnee Tribe indicating no concern with the proposed project. RESCOM referred tribes that had not responded to the FCC on October 4, 2017. The FCC responded on October 5, 2017 indicating if no further concerns were raised by referred tribes, then 20 days from October 5, 2017 RESCOM could assume concurrence of no effect. All tribal groups have either responded, provided an exclusion via TCNS, or been closed by the FCC. Therefore, as of November 2, 2017, obligations with respect to THPO consultation are deemed complete (See Attachment C). All Tribes do request immediate notification should human remains or objects under NAGPRA become uncovered during construction. WILDERNESS AREAS & WILDLIFE PRESERVES RESCOM reviewed maps published by the National Forest Service, the US Fish and Wildlife Service (USFWS), and Wilderness.net, and found no Wildlife Preserves, Wilderness Areas, National Grasslands, National Forests, or National Scenic Trails are located at or near the subject property. Additionally, no Wildlife Preserves, Wilderness Areas, National Grasslands, National Forests, or National Scenic Trails were noted during the site visit (See Attachment D). HREATENED & ENDANGERED SPECIES & CRITICAL HABITATS An informal biological assessment was conducted at the subject property to determine if habitats necessary to support listed species or critical habitats exist at the subject property and in the immediate vicinity. The informal biological assessment is based on visual observations of on -site conditions and general habitats as compared to data acquired from the U.S. Fish and Wildlife Service (USFWS) (Reference Appendix A). Based on information obtained from the USFWS, habitats necessary to support federally listed threatened and endangered species do not occur at or in the vicinity of the subject property. Therefore, the proposed project will not affect any listed threatened or endangered species. In addition, there are no designated critical habitats at or in the vicinity of the subject property. DESIGNATED FLOODPLAINS RESCOM reviewed flood insurance map number FM51069CO204D as published by the Federal Emergency Management Agency with an effective date of September 2, 2009. The project area is not within the boundary of a designated floodplain. The existing access road for the proposed project does cross a floodplain boundary; however, no modifications will occur to the access road (Reference Appendix D). CHANGES TO SURFACE FEATURES RESCOM reviewed a digitized National Wetlands Inventory (NWI) map compiled with data maintained by the USFWS. Based on a review of the NWI map, the proposed project will not fall within a designated wetland (Reference Appendix D). Furthermore, the scope of project does not call for wetland fill, water diversion, or deforestation. Therefore, the proposed project will not cause a significant change in surface features. RESC®W T-Squared Site Services, LLC FCC NEPA Summary Report AMHERST / 15149 NEPA SUMMARY REVIEW sites were previously recorded in the project area although one was noted within a mile of the project area. An archaeological survey by Andrew Smith, MA. determined no archaeological materials within the project area and archaeological clearance was recommended. RESCOM consulted with the Virginia State Historic Preservation Office to conduct a Section 106 Review for the proposed project. Based on the results of the historical resources field investigation and archival search and well as the archaeological survey, it is RESCOM's opinion that there will be no effect to historic properties in the Direct or Visual APE of the proposed project. A request for Section 106 Review was received by the Virginia SHPO via E106 on July 10, 2017, requesting concurrence of the "no adverse effect to historic properties" determination. The Virginia SHPO responded on August 4, 2017 indicating concurrence with the determination of "no adverse effect to historic properties" (Reference Appendix B). RESCOM identified Bill M. Ewing, Frederick County Board, Gainesboro Magisterial District, as Local Government contacts with jurisdiction over the proposed project location. Additionally, RESCOM identified Ms. Winchester -Frederick County Historical Society, as an additional consulting party with interest in the project location. RESCOM sent a letter to these groups on July 10, 2017, outlining the proposed project and inviting them to comment on the potential for the proposed project to effect historic resources listed in or eligible for listing in the National Register of Historic Places. To date, RESCOM has not received a response from these groups (Reference Appendix B). RESCOM contacted the Winchester Star and posted a "Public Participation" ad in the paper on July 13, 2017. The proposed project was described in detail and "questions, comments, and correspondence" were solicited from the public regarding potential effect to historic properties. To date, RESCOM has not received any public comments regarding the proposed project and potential affects to historic properties (Reference Appendix B). Per the NPA, the applicant must allow a period of 30 days for the public and all consulting parties to provide comment on the proposed project. Therefore, as of August 13, 2017, the public participation period ended and no further consultation is required. TRIBAL CONSULTATION:. RESCOM utilized the Tower Construction Notification System (TCNS) maintained by the Federal Communications Commission (FCC) to identify any tribal entities with interest in the area of the proposed project. The FCC responded via e-mail on May 26, 2017, indicating eight tribal groups were forwarded information regarding the location of the proposed project. The FCC assigned this project with TCNS ID: 156703. RESCOM received either a 'no interest' or 'no comment' response or a statement of exclusions in pre - construction review from the following tribal groups: • Bad River Band of Lake Superior Tribe of Chippewa Indians • Tuscarora Nation An invitation to comment letter was sent via regular mail on August 25, 2017 to serve as a second notice to the following list of Native American Tribes. These groups were either identified as having interest in the location of the proposed project and had not yet responded or requested additional information. • Catawba Indian Nation • Cherokee Nation • Crow Creek Sioux Tribal Council RESCOV) T-Squared Site Services, LLC FCC NEPA Summary Report AMHERST / 15149 0 0 NEPA SUMMARY REVIEW Site.Name: .AMHERST Site Number: 15.149 Site Location: 219 Round Hill Road Dr, Winchester, Frederick County, VA 22602 Project Type: Proposed new 138' monopole style tower in a fenced compound. RESCOM Environmental Corporation completed a NEPA Summary for the above referenced project to determine potential affects to Special Interest Items 1-9 listed in 47 CFR Subpart 1, Chapter 1, Section 1.1307(a). This NEPA Impact Assessment was performed in consideration of 47 CFR Subpart 1, Chapter 1, Sections 1.1301-1.1319 and the Nationwide Programmatic Agreement for the Collocation of Wireless Antennas (NPAC). PROJECT OVERVIEW: RESCOM Environmental completed a NEPA Summary Report for T-Squared Site Services, LLC. T- Squared Site Services, LLC, proposes a new 138' monopole style telecommunications tower within a 60' x 60' fenced compound. Power and telco will be routed to the site along an existing access road through disturbed areas. The proposed project involves ground disturbing activities and was covered by an archaeological survey. REGULATORY SUMMARY: Based on CFR 36, Part 800, Subpart B of the National Historic Preservation Act and the FCC's NPA, new construction projects are required to be submitted for Section 106 Review to State Historic Preservation Offices and interested Tribal Groups. Additionally, based on 47 CFR Subpart 1, Chapter 1, Section 1.1306 (Note 1), construction of new telecommunications facilities requires a review of impacts to the following Special Interest Items: wilderness areas, wildlife preserves, threatened and endangered species, designated floodplains, and changes to surface features. AREA OF POTENTIAL EFFECTS: Based on the height of the tower and procedures outlined by the NPA, the Area of Potential Effects (APE) for indirect visual effects is a 0.5-mile radius from the tower center. The Visual APE is largely buffered by mature tree growth urban development in all directions. The APE for direct effects is limited to the subject tower compound and access road. SITE RECONNAISSANCE: RESCOM Environmental completed a site visit to photograph the subject property, adjacent properties, and any historic resources that might exist within the indirect visual APE. An archaeological survey was conducted on December 1, 2016 as ground disturbing activities will occur. No archaeological materials or sites were discovered. SHPO CONSULTATION: RESCOM conducted a records review of the Virginia State Historic Preservation in person on December 1, 2016, to determine if any listed or eligible historic resources exist within the APEs and to determine the presence of known archaeological sites within the project area and vicinity. Additionally, RESCOM reviewed the National Register of Historic Places (NRHP) online database and Google Earth layer to determine if any listed historic resources exist within the visual APE. RESCOM determined there are no National Register -Listed and one National Register -Eligible historic resources within the 0.5-mile visual APE, and no historic resources within the direct APE. Additionally, no archaeological RESCOMD T-Squared Site Services, LLC FCC NEPA Summary Report AMHERST / 15149 0 NEPA SUMMARY CHECKLIST Will the proposed undertaking have an effect on the following National Environmental Policy Act (NEPA) Special Interest Items as referenced in 47 CFR Subpart 1, Chapter 1, Sections 1.1301-1.1319. 1. Will the facility be located in an officially designated wilderness area? ❑ Yes ® No ❑ Exempt from Review per 47 CFR Subpart 1, Chapter 1, Section 1.1306 2. Will the facility be located in an officially designated wildlife preserve? ❑ Yes ® No ❑ Exempt from Review per 47 CFR Subpart 1, Chapter 1, Section 1.1306 3. Will the facility affect listed threatened or endangered species or designated critical habitats? (Reference 50 CFR Part 402) ❑ Yes ® No ❑ Exempt from Review per 47 CFR Subpart 1, Chapter 1, Section 1.1306 4. Will the facility affect districts, sites, buildings, structures, or objects listed or potentially eligible for listing in the National Register of Historic Places (NRHP)? (Reference 36 CFR Part 800 regulations implementing Section 106 of the National Historic Preservation Act) ❑ Yes ® No ❑ Exempt from Review per 47 CFR Subpart 1, Chapter 1, Section 1.1306 5. Will the facility affect Native American religious or cultural sites? ❑ Yes ® No ❑ Exempt from Review per 47 CFR Subpart 1, Chapter 1, Section 1.1306 6. Will the facility be located in a flood plain? (Reference Executive Order 11988 and 40 CFR Part 6, Appendix A) ❑ Yes ® No ❑ Exempt from Review per 47 CFR Subpart 1, Chapter 1, Section 1.1306 7. Will the construction of the facility involve significant change in surface features (e.g. wetland fill, deforestation, or water diversion)? (Reference Executive Order 11990 and 40 CFR Part 6, Appendix A) ❑ Yes ® No ❑ Exempt from Review per 47 CFR Subpart 1, Chapter 1, Section 1.1306 8. Is the antenna structure located in or near a residential neighborhood as defined by the applicable zoning law? If so, will the antenna tower and/or supporting structure be equipped with high intensity white lights? ❑ Yes ® No ❑ Exempt from Review per 47 CFR Subpart 1, Chapter 1, Section 1.1306 9. Could the proposed facility potentially cause exposure of workers or the general public to levels of radio frequency in excess of the standards set forth by the Commission? ❑ Yes ® No T-Squared Site Services, LLC will confirm ❑ Exempt from Review per 47 CFR Subpart 1, Chapter 1, Section 1.1306 ,,,-/ I �J'o �-- � Preparer's Signature Andrew Smith, Proiect Manager Preparer's Name and Title RESCOMP November 6, 2017 Date RESCOM Environmental Company Name T-Squared Site Services, LLC FCC NEPA Summary Report AMHERST/ 16149 0 0 TABLE OF CONTENTS NEPASummary Checklist.............................................................................................................................1 NEPASummary Review...............................................................................................................................2 ProjectOverview..............................................................................................................................2 RegulatorySummary .......................................................................................................................2 Areaof Potential Effects..................................................................................................................2 SiteReconnaissance.......................................................................................................................2 SHPOConsultation.........................................................................................................................2 TribalConsultation...........................................................................................................................3 Wilderness Areas & Wildlife Preserves...........................................................................................4 Threatened & Endangered Species & Critical Habitats...................................................................4 DesignatedFloodplains...................................................................................................................4 Changes to Surface Features..........................................................................................................4 HighIntensity White Lights..............................................................................................................5 Radio Frequency Exposure.............................................................................................................5 Conclusions.....................................................................................................................................5 Attachments A: Informal Biological Assessment.................................................................................................6 B: SHPO Consultation..................................................................................................................23 SHPOResponse..............................................................................................................24 SHPOSubmission............................................................................................................25 Form620..........................................................................................................................27 PublicNotice Affidavit.......................................................................................................83 C: Tribal Consultation...................................................................................................................84 Tribal Consultation Spreadsheet......................................................................................85 FinalResponses................................................................................................................86 Notice of Organizations...................................................................................................103 D: Maps......................................................................................................................................109 FEMAFlood Map.............................................................................................................110 CriticalHabitat Map........................................................................................................111 National Scenic and Historic Trails.................................................................................112 NEPAReview Sources.............................................................................................................................113 — T-Squared Site Services, LLC RESCOW FCC NEPA Summary Report AMHERST / 15149 0 • NEPA REVIEW RESOURCES HISTORIC RESOURCE RECORDS: Virginia State Historic Preservation Office. On site visit. National Park Service, National Register of Historic Places online database, http://nrhp.focus.nps.qov/natregadvancedsearch.do?searchtVpe=natregadvanced National Park Service, National Register of Historic Places Google Earth Layer MAPS: FEMA Map Service Center - https://msc.fema.gov/ Natural Resource Conservation Service — Web Soil Survey Interactive Map — http://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm U.S. Fish and Wildlife Service — Critical Habitat Portal Map — hftp://criticalhabitat.fws.gov/crithab/ U.S. Fish and Wildlife Service — Online Wildlife Refuge Locator - http://www.fws.gov/refuges/refugeLocatorMai)s/index. html U.S. Forest Service — Land Status and Encumbrance Interactive Map - http:Happs.fs.fed.us/fsmaoviewer/index.htmI?confiq=0ublic- confiq/ALP StatusAndEncumbra nce.xml Wilderness.net — Wilderness Area Online Interactive Map - http://www.wilderness.net/NWPS/maps THREATENED & ENDANGERED SPECIES LISTS: U.S. Fish and Wildlife Service — Information, Planning, and Conservation System (IPaC) — Initial Project Scoping — hftp://ecos.fws.gov/ipac/ T-Squared Site Services, LLC Rii6? FCC NEPA Summary Report AMHERST / 15149 11 /3/2017 • My Map ArcGIS - My Map 0 USFWS_Critical_Habitat - Critical Habitat - Linear Features - Final USFWS_Critical_Habitat - Critical Habitat - Polygon Features - Final bb '.orlhwestc.n.-P��. USFWS_Critical_Habitat - Critical Habitat- Linear Hill Crest Features- Proposed USFWS_Critical_Habitat - Critical Habitat - Polygon Features- Proposed Project Area Noll 600ft VITA, West Virginia GIS, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, EPA, USDA http:/ANww.arcgis.com/home/webmap/print.htmi 1/1 V USKE O ROIT O OTOLEDO Fort Stanwia NM SVRACUSEO UUICA ALBANV® ROCHESTER O PFTTSFIE NEW YORr� OBUFFALO THACA Finger POUGHKEEPSIE0 NF NF CONCORD 0 NEW ENGLAND 1NATIONAL SCENIC TRAIL Boston Harbor Islands N GMHERST iPRINGFIELD(BOSTON OVDENCE A/lere W. ill River NWR NF n Delaware Water Gap NRA Morris n NNP O NEW YORK CITY O CLEVELAND --_ WASHINGTON-ROCHAMB EAU OAKRON t't N NY l V A P� SL`` TRervroN REVOLUTIONARY NATIONAL HITORICC TRAIL PrMBURGH WHARRISBURG Independence NHP N D I A N A coLUMBUSW cuMRERw o Chesspeal and Oh INDIANAPOl15 DAYTONO Canal NF ® Way Nfne CINCINNATI Shena Project Area n Ohio Rlva W � NF Islands NWR FRANKFORT W Jefferson a NF OANE KENTUCKY Hah s - W DOVER E 16 • 2 NNAPOLIS /, eorge WAS GTON, D.C. w Ington STAR-SPANGLED BANNER h �Plc�wv 1 j1 NATIONAL HISTORIC TRAIL p �7 CHARLOTTES 1 •t3 POTOMAC HERITAGE o RICEiMON NATIONAL SCENIC TRAIL LL MSBURG 20 9�12 ••3 6 •1 •5 15 O VIRGINIA g• I BEACH NORFOLK See inset may below �QP / P WINSTOW ELtZABETHTON �(' ELKIN SALEM RALE tGH JOIiN50N CITY Q' 105� O W Cherokee fJ O R T TENNESSEE RGANTON SHVILLE ® Great Smok °i h OVERMOUNTAIN VICTORY MURFREESBORO Mountains rv� St River ,e F NATIONAL HISTORIC TRAIL ej NB Cherokee I - O CHARLOTTE NF Naniahala Cowpenz Kings Mountain OCLEVELAND Nf NB NM P OCHATTANOOGA Cickamaauga and • Chattahochee HUNTSVILLEhChaoMP NF SOUTH C A R O L I N A O ® COLUMBIA Wheeler NWR W ATLANTA O CHARLESTON GEORGIA CAPTAIN JOHN SMITH CHESAPEAKE NATIONAL HISTORIC TRAIL DO _... _. _.._® VER •Z .NNAPOLIS NGTON. D.C. 'I-Ob OVIRGINIA 9 • 1 BEACH Z& MAP SCALE 1" = 500' 0 0 500 1000 FEET METE NORTHWESTERN PIKE 02 �< Q� j w Q � Project Area This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On -Line. This map does not reflect changes or amendments which may halve been made subsequent to the date on the JOINS PANEL 021 title block. For the latest product information about National Flood Insurance the Program flood check the FEMA Flood Map Store at www.msc fema.gov m PANEL 0204D a FIRM m FLOOD INSURANCE RATE MAP ® FREDERICK COUNTY, m VIRGINIA m AND INCORPORATED AREAS PANEL 204 OF 375 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) • 0 0 ATTACHMENT D — MAPS FEMA'Floodplain'Map Critical Habitat Map National Scenic and Trails Map T-Squared Site Services, LLC RESCOM)) FCC NEPA Summary Report �� AMHERST / 15149 5/30/2017 NOTICE OF ORGANIZATION(S) WHISERE SENT PROPOSED TOWERCONSTRUCTION N�ICATION INFORMATION - Email ID #t5204... ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level If you have any questions or comments regarding this notice, please contact the FCC using the electronic mail form located on the FCC's website at: http://wireless.fcc.gov/outreach/notification/contact-fcc.html. You may also call the FCC Support Center at (877) 480-3201 (TTY 717-338-2824). Hours are from 8 a.m. to 7:00 p.m. Eastern Time, Monday through Friday (except Federal holidays). To provide quality service and ensure security, all telephone calls are recorded. Thank you, Federal Communications Commission https://apps.rackspace.com/versions/webmaiI/12.9.1-RC/popup.php?wsid=07ael82a86ebabb8c8625589fdllGf5ddb329ab3fl496167778014 6/6 5/3012017 NOTICE OF ORGANIZATION(S) AH WERE SENT PROPOSED TOWERCONSTRUCTIMOTIFICATION INFORMATION -Email ID #5204... with a Submission Packet pursuant to Section VII.A of the NPA. 9. Environmental Review Coordinator Renee GledhillEarley - NC State Historic Preservation Office - 4617 Mail Service Center Raleigh, NC - renee.gledhill-earley@ncmail.net - 919-733-4763 10. Deputy SHPO David Brook - Historic Preservation Office - 4610 Mail Service Center Raleigh, NC - david.brook@ncmail.net - 919-807-7283 11. Manager - Office of Review & Compliance Ethel R Eaton PhD - Department of Historic Resources - 2801 Kensington Avenue Richmond, VA - ethel.eaton@dhr.virginia.gov - 804-367-2323 12. Deputy SHPO Susan M Pierce - West Virginia Division of Culture & History, Historic Preservation Office - 1900 Kanawha Boulevard East Charleston, WV - susan.pierce@wvculture.org - 304-558-0240 13. Deputy SHPO Susan Pierce - West Virginia Division of Culture & History, Historic Preservation Office - 1901 Kanawha Boulevard East Charleston, WV - susan.pierce@wvculture.org - -- 14. Director Julie Langan - Virginia Department of Historic Resources - 2801 Kensington Avenue Richmond, VA - VASHPO_FCC@dhr.virginia.gov - 804-367-2323 "Exclusions" above set forth language provided by the Tribal Nation or SHPO. These exclusions may indicate types of PTC wayside pole notifications that the Tribal Nation or SHPO does not wish to review. TCNS automatically forwards all notifications to all Tribal Nations and SHPOs that have an expressed interest in the geographic area of a proposal. However, if a proposal falls within a designated exclusion, you need not expect any response and need not pursue any additional process with that Tribal Nation or SHPO. Exclusions may also set forth policies or procedures of a particular Tribal Nation or SHPO (for example, types of information that a Tribal Nation routinely requests, or a policy that no response within 30 days indicates no interest in participating in pre - construction review). Please be advised that the FCC cannot guarantee that the contact(s) listed above opened and reviewed an electronic or regular mail notification. If you learn any of the above contact information is no longer valid, please contact the FCC. The following information relating to the proposed tower was forwarded to the person(s) listed above: Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 28.1 sec N Longitude: 78 deg 12 min 47.5 sec W Location Description: 2275 Northwestern Turnpike City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 https://apps.rackspace.com/versions/webmai1/12.9.1-RC/popup.php?wsid=07ael82a86ebabb8c8625589fdl10f5ddb329ab3fl496167778014 56 5130/2017 NOTICE OF ORGANIZATIONS) WHAERE SENT PROPOSED TOWERCONSTRUCTION NOICATION INFORMATION -Email ID #5204... The Shawnee Tribe has developed streamlined consultation procedures for cell tower developers and their subcontractors. If you do not have a copy of the procedures - most recently updated on 14 3anuary2008 - please contact us, as you must follow these procedures to consult with us on cell tower projects. Call us at 918-542- 2441 or fax us at 918-542-9915. It is the tower builder's responsibility to make sure that you have our most recent consultation procedures. PLEASE DO NOT SEND US INFORMATION, QUERIES, OR COMMENTS ELECTRONICALLY. SINCE 1 DECEMBER 2005, WE HAVE NOT HANDLED ANY CELL TOWER CONSULTATION, INQUIRIES, OR CORRESPONDENCE VIA E-MAIL. 8. THPO and Executive Director Dr. Wenonah G Haire - Catawba Indian Nation - 1536 Tom Steven Road CIN-THPO Rock Hill, SC - wenonahh@ccpperafts.com - 803-328-2427 Details: The Catawba Indian Nation Tribal Historic Preservation Office requests that you send us by regular mail the following information needed to complete our research for your proposed project (including ALL Positive Train Control (PTC) projects and Collocations): Project Nam Project Number 1. The name, complete address, phone number, fax number and e-mail address of the project manager. 2. The project location plotted on a topo map. 3. The project name, address and location; street or highway, city, county, state. 4. A brief description of the proposed project. Please include the size of the proposed project site and the size of the area where ground -disturbing activities will be taking place and the type of disturbance anticipated. 5. A brief description of current and former land use. We do not need detailed information or photographs of historic structures in the project area. 6. A list of all recorded archaeological sites within one half (1/2) mile of the project area. 7. A list of all eligible and potentially eligible National Register of Historic Places sites within one half (1/2) mileof the proposed project area. 8. If there has been an archaeological survey done in the area, a copy of that report. 9. It is not necessary to send original color photos if you can provide high -resolution color copies. 10. A letter of concurrence from the appropriate State Historic Preservation Office. If you use the FCC Form 620, please do not send Attachments 1 through 6. They are not necessary for our determination. Please note: Our research/processing fee is $400.Please send these requested materials in HARD COPY format. Send to: CIN-THPO 1536 Tom Steven Road Rock Hill, S.C. 29730 The information you provided was also forwarded to the following SHPOs in the State in which you propose to construct and neighboring States. The information was provided to these SHPOs as a courtesy for their information and planning. You need make no effort at this time to follow up with any SHPO that does not respond to this notification. Prior to construction, you must provide the SHPO of the State in which you propose to construct (or the Tribal Historic Preservation Officer, if the project will be located on certain Tribal lands), ht"://apps.rackspace.com/versionshvebmai[112.9.1-RC/popup.php*�lvsid=07ae182a86ebabb8c8625589fd11 Of5ddb329ab3#1496167778014 416 5/30/2017 NOTICE OF ORGANIZATION(S) AH WERE SENT PROPOSED TOWERCONSTRUCTIAOTIFICATION INFORMATION -Email ID #5204... a) TCNS number b) Company name c) Project name, city, county, state d) Project type e) UTM coordinates using WGS84 (G1150) f) Total area surveyed in acres g) Contact information. 2. Professional cultural/archaeological resource survey report. 3. Aerial and color USGS topographic maps locating project area within the state, county, and local area. 4. Aerial, color USGS topographic, or planimetric maps locating tower site, APE, access road, utility easement,guy wire locations surveyed, surveyed staging areas, and known archaeological/historic sites. S. Project site plan map depicting labeled shovel test locations. 6. Shovel test log. 7. Site photographs. 8. A copy of the review letter or TCNS e-response from the State Historic Preservation Office and all other state -mandated review offices for projects involving ground disturbance. 9. Please submit a fee of $550.00 per/TCNS project, for administration, data processing, handling, research and review. Make the check payable to the Eastern Shawnee Tribe of Oklahoma. On the memo line write all TCNS numbers. This includes new build towers, collocations, PTC poles, and projects in previously disturbed locations. 10.The Eastern Shawnee procedure document is available by email and is highly recommended for guidance. Send an email to Travis Patton at: tpatton@estoo.net. 7. THPO Kim Jumper - Shawnee Tribe - 29 South 69A Highway Miami, OK - kimjumper@shawnee-tribe.com - 918- 542-2441 Details: THIS IS YOUR OFFICIAL NOTICE THAT THE SHAWNEE TRIBE IS INTERESTED IN CONSULTING ON ALL PROJECTS BUILT IN OUR AREAS OF GEOGRAPHIC INTEREST. ATTENTION, NEW INFORMATION: Our procedures were updated on 14 January 2008. Please call Kim Jumper, THPO, at 918-542-2441, so that she can send you a copy. If your tower is a co -location, please fax us this information to let us know. We cannot always tell from the TCNS web site that a tower is a co -location. We require a written response from you to let us know that it is a co -location. If a co -location project includes some new ground disturbance (such as from an expanded compound or access road, or construction of an ancillary structure), the Shawnee Tribe treats such a project the same as any other non co -location project. Our correct mailing/physical address is: 29 South Highway 69A. Our correct phone number is (918-542-2441) and our historic preservation fax line is (918-542-9915). THPO Kim Jumper manages all cell tower consultation. As of 26 1une2006, all of the faxed responses of our final comments on a tower site will contain an original Shawnee Tribe signature. Each final comment fax is signed individually. Copies may be compared, for authentication, against the original in our files.If afinal comment fax does not contain a signature, it is not valid. ALL FINAL COMMENTS FROM THE SHAWNEE TRIBE ARE WRITTEN; FINAL COMMENTS ARE NEVER PROVIDED VERBALLY. IF THE SHAWNEE TRIBE IS CREDITED WITH HAVING GIVEN A VERBAL RESPONSE, THAT RESPONSE IS NOT VALID. If you receive notification through the TCNS listing the Shawnee Tribe, that is an indication that the Shawnee Tribe is interested in consulting on the tower for which that notification was received. Please consider that our official indication of interest to you. The Shawnee Tribe considers the Tower Construction Notification System's weekly e-mail to be the first notification that we receive that a tower will be constructed in an area of our concern. We do not view the TCNS notificationas completion of 106 consultation obligations. https//apps.rackspace.com/versionstwebmai1/12.9.1-RC/popup.php'wsid=07ael82a86ebabb8c8625589fdl1Of5ddb329ab3#l496167778014 36 5130/2017 NOTICE OF ORGANIZATION(S) WHI*ERE SENT PROPOSED TOWERCONSTRUCTION NRICATION INFORMATION -Email ID #5204... 3. TCNS Rep Bryan Printup - Tuscarora Nation - 5226 Walmore Rd Via: Lewiston, NY - bprintup@heft.org - 716-264-6011 (ext: 103) Details: If the Applicant/tower builder receives no response from the Tuscarora Nation within 30 days after notification through TCNS, the Tuscarora Nation has no interest in participating in pre -construction review for the site. The Applicant/tower builder, however, must IMMEDIATELY notify the Tuscarora Nation in the event archaeological properties or human remains are discovered during any phase of ground disturbances with the project. In no way does this response affect the sovereignty of the Tuscarora Nation. 4. THPO Edith Leoso - Bad River Band of Lake Superior Tribe of Chippewa Indians - (PO Box: 39) Odanah, WI - thpo@badriver-nsn.gov; THPOAsst@badriver-nsn.gov - 715-682-7123 Details: The Bad River Tribe is interested in projects with ground disturbance, only. This includes projects on previously disturbed soils. The Bad River Tribe's fee to process requests is $650.00 per request. The Bad River Tribe's Section 106 ConsultationProcedures have been updated as of April 3, 2017. If the applicant/tower builder receives no response from the Bad River Band of Lake Superior Tribe of Chippewa Indians within 30 days after notification through TCNS, the Bad River Band of Lake Superior Tribe of Chippewa Indians has no interest in participating in pre -construction review for the proposed site. The Applicant/tower builder, however, must immediately notify the Bad River Band of Lake Superior Tribe of Chippewa Indians in the event archaeological properties or human remains are discovered during construction, consistent with Section IX of the Nationwide Programmatic Agreement and applicable law. 5. Gwen Terrapin - Cherokee Nation - (PO Box: 948) Tahlequah, OK - historicpreservation@cherokee.org; gwen-terrapin@cherokee.org - 918-772-4165 Details: In an effort to expedite the TCNS process, on March 24, 2017, the Cherokee Nation has updated their FCC Telecommunication Procedures. If you have not received a copy of the updated TP's please contact the TCNS Coordinator at historicpreservation@cherokee.org Wado, Cherokee Nation 6. TCNS Coordinator Travis Patton - Eastern Shawnee Tribe of Oklahoma - 70500 East 128 Road Wyandotte, OK - tpatton@estoo.net - 918-666-2435 (ext: 1860) Details: The Cultural Preservation Office of the Eastern Shawnee Tribe of Oklahoma requires the following information and fees regarding all proposed FCC projects. Please do not email documentation; it will be deleted without being opened. Mail one printed color copy of all documentation to: 70500 E 128 Rd. Wyandotte, OK 74370 Please submit by US postal mail or other parcel carrier all of the following information for all FCC projects: 1. A 1-page cover letter with the following information: https://apps.rackspace.com/versions/webmail/12.9.1-RC/popup.php'vsid=07ael82a86ebabb8c8625589fdl lGUdb329ab3#1496167778014 2/6 5/30/2017 NOTICE OF ORGANIZATION(S) AH WERE SENT PROPOSED TOWERCONSTRUCTAOTIFICATION INFORMATION -Email ID #5204... NOTICE OF ORGANIZATIONS) WHICH WERE SENT PROPOSED TOWERCONSTRUCTION NOTIFICATION INFORMATION - Email ID #5204961 From: towernotifyinfo@fcc.gov Sent: Fri, May 26, 2017 at 3:02 am To: tcns@rescom.org Cc: Jessica. Hynosky@fcc.gov, diane.dupert@fcc.gov Dear Sir or Madam: Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this electronic mail message is to inform you that the following authorized persons were sent the information you provided through TCNS, which relates to your proposed antenna structure. The information was forwarded by the FCC to authorized TCNS users by electronic mail and/or regular mail (letter). Persons who have received the information that you provided include leaders or their designees of federally - recognized American Indian Tribes, including Alaska Native Villages (collectively "Tribal Nations"), Native Hawaiian Organizations (NHOs), and State Historic Preservation Officers (SHPOs). For your convenience in identifying the referenced Tribal Nations and NHOs and in making further contacts, the City and State of the Seat of Government for each Tribal Nation and NHO, as well as the designated contact person, is included in the listing below. We note that Tribal Nations may have Section 106 cultural interests in ancestral homelands or other locations that are far removed from their current Seat of Government. Pursuant to the Commission's rules as set forth in the Nationwide Programmatic Agreement for Review of Effects on Historic Properties for Certain Undertakings Approved by the Federal Communications Commission (NPA), all Tribal Nations and NHOs listed below must be afforded a reasonable opportunity to respond to this notification, consistent with the procedures set forth below, unless the proposed construction falls within an exclusion designated by the Tribal Nation or NHO. (NPA, Section IV.F.4). The information you provided was forwarded to the following Tribal Nations and NHOs. If a Tribal Nation or NHO does not respond within a reasonable time, you should make a reasonable effort at follow-up contact, unless the Tribal Nation or NHO has agreed to different procedures (NPA, Section IV.F.5). In the event a Tribal Nation or NHO does not respond to a follow-up inquiry, or if a substantive or procedural disagreement arises between you and a Tribal Nation or NHO, you must seek guidance from the Commission (NPA, Section IV.G). These procedures are further set forth in the FCC's Declaratory Ruling released on October 6, 2005 (FCC 05-176). 1. THPO Bonnie McGhee - Crow Creek Sioux Tribe - (PO Box: 286) Fort Thompson, SD - CCSTFCCTCNS@outlook.com; bonniestjohnl968@gmail.com - 605-245-2221 Details: Crow Creek Tribal Historic Preservation Officer Bonnie McGhee TCNS email submissions CCSTFCCTCNS@outlook.com 2. Cultural Resources Director Kim Penrod - Delaware Nation - 31064 State Highway 281 (PO Box: 825) Anadarko, OK - kpenrod@delawarenation.com; jross@delawarenation.com - 405-247-2448 Details: The Delaware Nation located in Anadarko,Oklahoma charges a $1000 administrative fee for the review of ALL NEW projects. (Change Effective 2015 with Resolution # 2015-014 ). Send fee payable to the Delaware Nation in the form of a check or money order. All Collocations projects for review by the Delaware Nation must pay the $500 fee. Please note that the Delaware Nation and the Delaware Tribe of Indians ARE NOT the same entity.. Send all correspondence for the Delaware Nation to: The DelawareNation ATTN: Cultural Resources/106 Department P.O. Box 825 31064 State Hwy 281 Anadarko, OK 73005. httpsl/apps.rackspace.com/versionstwebmai1/12.9.1-RC/popup.php7wsid=07ael82a86ebabb8r-8625589fdl1Of5ddb329ab3#l496167778014 1/6 5/22/2017 0 Proposed Tower Structure Info - Email ID #520229141 Proposed Tower Structure Info - Email ID #5202291 From: towernotifyinfo@fcc.gov Sent: Mon, May 22, 2017 at 4:51 pm To: tcns@rescom.org Dear Andrew Smith, Thank you for submitting a notification regarding your proposed construction via the Tower Construction Notification System. Note that the system has assigned a unique Notification ID number for this proposed construction. You will need to reference this Notification ID number when you update your project's Status with us. Below are the details you provided for the construction you have proposed: Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 28.1 sec N Longitude: 78 deg 12 min 47.5 sec W Location Description: 2275 Northwestern Turnpike City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level httpsJHapps.rackspace.com/versionstwebmai1/12.9.1-RC/popup.php?wsid=81718602f3db72aa461673fdbgaf61ccb97e6378#1495486444230 1/1 5/29/2017 41y to Proposed Tower Structure (Notification ID: 156703) 0,i11D #5212378 City: Winchester State: VIRGINIA County: FREDERICK Detailed Description area in a new 105 ft x Ground Elevation: 258 Support Structure: 59 Overall Structure: 60 Overall Height AMSI: of Project: Construction of a monopole tower off of an existing gravelled 75 ft fenced compound.. GROUND DISTURBANCE ':WILL OCCUR.. .2 meters .4 meters above ground level .7 meters above ground level 318.9 meters above mean sea level https:Happs.rackspace.com/versionsMebmai1/12.9.1-RC/popup.php?wsid=2c4bel34ca7acf293c4O9886d00e3059f7f2da9c#1496111694338 212 5/29/2017 ReF*Proposed Tower Structure (Nofificafion ID: 156703) - Em90#5212378 Reply to Proposed Tower Structure (Notification ID: 156703) - EmailID #5212378 From: towernotifyinfo@fcc.gov Sent: Fri, May 26, 2017 at 1:35 pm To: tcns@rescom.org Cc: tcns.fccarchive@fcc.gov Dear Andrew Smith, Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this email is to inform you that an authorized user of the TCNS has replied to a proposed tower construction notification that you had submitted through the TCNS. The following message has been sent to you from THPO Kim Jumper of the Shawnee Tribe in reference to Notification ID #156703: The Shawnee Tribe has recently implemented a new website for tracking cell towers. This site was created to streamline the Tribe's consultation system and make it easier to receive information as well as generate responses in a more efficient manner. There will be a 30 day transition period following the full implementation of this system, where paper and email projects will still be accepted. However, vendors using these methods will need to transition to the website format within the 30 day period. After the 30 day transition period has expired paper and email projects outside of the website will no longer be accepted. All FCC TCNS cell tower numbers will be housed on this site. The requested information for each tower type will need to be uploaded to this website in order to receive a consultation response from the Tribe. You can get to the Shawnee Tribe Cell Tower Consultation System by going to http://shawnee.culturalcompliance.com/ . In the left side menu, you can view our Policies and Procedures, a list of Geographical Areas of Interest, FAQ, Section 106 Help, as well as an Instructions Manual on how to use the website. To sign up for an account you will need to select the Sign Up option from the left side menu, complete your information, and click Save. An administrator will receive an alert that you have signed up. Once you are approved to login in, you will receive an email which says Vendor Login Approved and at that time, you can begin using the online tower consultation system. Click this link to get signed up now. Sign Up If there are questions concerning the consultation process, function of the website, or other issues, please contact Kim Jumper, TCNS Administrator, at kim.jumper@shawnee-tribe.com or 918- 542-2441. For your convenience, the information you submitted for this notification is detailed below. Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 28.1 sec N Longitude: 78 deg 12 min 47.5 sec W Location Description: 2275 Northwestern Turnpike https:Happs.rackspace.com/versions/webrnaiI/12.9.1-RC/popup.php?wsid-2c4bel34ca7acf293c4O9886dOOe3O59f7f2da9c#1496111604338 1/2 5/27/2017 4y to Proposed Tower Structure (Notification ID: 156703) 10aiIID #5207267 Reply to Proposed Tower Structure (Notification ID: 156703) - EmailID #5207267 From: towernotifyinfo@fcc.gov Sent: Wed, May 24, 2017 at 6:58 am To: tcns@rescom.org Dear Andrew Smith, Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this email is to inform you that an authorized user of the TCNS has replied to a proposed tower construction notification that you had submitted through the TCNS. The following message has been sent to you from THPO Bonnie McGhee of the Crow Creek Sioux Tribe in reference to Notification ID #156703: We have an interest in this site and would like the applicant to contact us. Bonnie McGhee 605-881-1227 We have an interest in the proposed project. Please email us for our review procedures. ccstfcctcns@outlook.com For your convenience, the information you submitted for this notification is detailed below. Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 28.1 sec N Longitude: 78 deg 12 min 47.5 sec W Location Description: 2275 Northwestern Turnpike City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level hfps://apps.rackspace.com/versions&vebmai1/12.9.1-RC/popup.php?wsid=e22aa2e988fbal035c94626473d8b7c543ab4964#1495939431577 1/1 0 0 October 4, 2017 Ms. Kim Penrod, Cultural Preservation Director Delaware Nation PO Box 825 Anadarko, OK 73005 RE: INVITATION TO COMMENT UNDER SECTION 106 TCNS ID: 156703 Amherst Tower 108 Stonewall Dr. Winchester, VA 23221 Dear Ms. Penrod, RESCOM Environmental Corp (RESCOM) was retained by Mobilitie to complete Section 106 Compliance as delegated by the FCC and outlined in 36 CFR Part 800 for the above referenced project. Mobilitie proposes the construction of a small cell telecommunications pole at the above referenced address. In accordance with Mobilitie's earlier communications via the FCC Tower Construction Notification System, Mobilitie and RESCOM respect the sovereign status of your Tribe and are writing to outline the project. Enclosed for your review are maps and project drawings regarding the proposed project. An archaeological survey was not conducted as the proposed project is within existing disturbed road right-of-way. Except to the extent that we have agreed otherwise, the `Voluntary Best Practices for Expediting the Process of Communications Tower and Antenna Siting Review' provides that your Tribe should evaluate this submission and respond in writing with an opinion of interest or no interest. If you do not believe that all of the agreed upon materials have been enclosed, or if you have any other questions, please contact our office immediately so that we can reach a satisfactory resolution as soon as possible. We appreciate your assistance in this matter. Please do not hesitate to contact us if you have any questions or comments. Sincerely, RESCOM Environmental Corporation ke,j A - Andrew Smith, Project Manager 260-385-6999 tcns(a)rescom.org RESCOM 1611008 RESCOM Environmental Corp. • P.O. Box 5516 • Fort Wayne, IN 46895 Phone: (260) 385-6999 • Fax: (231) 487-0726 www.rescom.org 10/12/2017 Con0tion - Referral of a Proposed Tower ConstructionNotificlOn - Email ID #5429597 Confirmation - Referral of a Proposed Tower Construction Notification - Email ID # 5429597 From: towernotifyinfo@fcc.gov Sent: Wed, Oct 4, 2017 at 11:59 am To: tcns@rescom.org Dear Andrew Smith, Your referral of a proposed tower structure notification has been successfully submitted via the Tower Construction Notification System. The Federal Communications Commission (FCC) will be processing this referral for purposes of contacting federally recognized Indian Tribes, including Alaska Native Villages, and Native Hawaiian Organizations as specified by Section IV.G of the Nationwide Programmatic Agreement and the Declaratory Ruling of October 6, 2005. You will receive a Proposed Construction of Communications Facilities Notification of Final Contacts when the FCC has completed processing this referral. Below are the details you provided in the referral of the tower you have proposed to construct: Notification Received: 05/22/2017 Notification Referred: 10/04/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 18.7 sec N Longitude: 78 deg 12 min 27.7 sec W Location Description: 108 Stonewall D\r City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level Entities Who Have Not Responded: Delaware Nation First Contact Date: 05/24/2017 Second Contact Date: 08/25/2017 **Note that the FCC will assign a unique Notification ID number for a site where the initial contact was not made through TCNS. You will need to reference this Notification ID number when you update your project's Status with us. https://apps.rackspace.com/versions/webmaii/12.9.5-RC/popup.php?wsid=207d88b5fb4291476575b2e694cb6bb4780002c5#1507806883131 1 /1 10/31/2017 Proposed Consion of Communications Facilities Notification ofFinal (Acts - Email ID #20628 Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 158547 Referred Date: 10/04/2017 .Location:: 1701-1799 Sky Lark Ln.,Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 158688 Referred Date: 10/04/2017 Location: 9913 Cypresswood Dr, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma LEGEND: * - Notification numbers are assigned by the Commission staff for sites where initial contact was not made through TCNS. https://apps.rackspace.com/versionslwebmaiI/12.9.6-RC/popup.php?wsid=58c6cfa6c8615ace10c2f9bl2e6a9f7538lf9680#1509473149983 4/4 10/31/2017 Propose*struction of Communications Facilities Notification of -Contacts - Email ID #20628 TCNS# 153362 Referred Date: 10/04/2017 Location: 330-3394 Rauch St, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 156496 Referred Date: 10/04/2017 Location: 1436-1544 W 79th St, Indianapolis, IN Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Wyandotte Nation Tribe Name: Delaware Nation Tribe Name: Peoria Tribe of Indians of Oklahoma TCNS# 158047 Referred Date: 10/04/2017 Location: 10500-10616 Town and Country Way, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 158057 Referred Date: 10/04/2017 Location: 7821-7855 W Tidwell Rd, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 158546 Referred Date: 10/04/2017 Location: 2300 McCue Rd, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 158548 Referred Date: 10/04/2017 Location: 1849-1867 Post Oak Blvd, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 158554 Referred Date: 10/04/2017 Location: 5062-5198 W Alabama St, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 158786 Referred Date: 10/04/2017 Location: 9706 Business Pkwy, Helotes, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 157985 Referred Date: 10/04/2017 Location: Holman St @ Scott St, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 159129 Referred Date: 10/04/2017 Location: 14791-14799 Sommermeyer St, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 158045 Referred Date: 10/04/2017 Location: 12524 Memorial Dr, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 158541 Referred Date: 10/04/2017 Location: 3000 Sage Rd, Houston, TX https://apps.rackspace.com/versions/webmail/12.9.6-RC/popup.php?wsid=58c6cfa6c8615acelOc2fgbl2e6a9f7538lf9680#1509473149983 3/4 10/31/2017 Proposed Con0ion of Communications Facilities Notification ofFinal C0cts - Email ID #20628 Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Wyandotte Nation Trasbe:Name:::Peoria Tribe of I -radians of Oklahoma TCNS# 156703 Referred Date: 10/04/2017 Location: 108 Stonewall D\r, Winchester, VA Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Tribe Name: Delaware Nation TCNS# 158044 Referred Date: 10/04/2017 Location: 20101-20125 Smithfield Crossing, Katy, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 156005 Referred Date: 10/04/2017 Location: 13940 Tireman Road, Detroit, MI Detailed Description of Project: Construction of a monopole in a grassy area with a 33 ft x 100 ft compound. GROUND DISTURBANCE WILL OCCUR. Tribe Name: Wyandotte Nation Tribe Name: Huron Potawatomi Tribe Name: Saginaw Chippewa Indian Tribe of Michigan Tribe Name: Hannahville Indian Community TCNS# 158539 Referred Date: 10/04/2017 Location: 2840 McCue Rd, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 156486 Referred Date: 10/04/2017 Location: 3300-3350 Elmira St, Indianapolis, IN Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Delaware Nation Tribe Name: Wyandotte Nation Tribe Name: Peoria Tribe of Indians of Oklahoma TCNS# 156682 Referred Date: 10/04/2017 Location: 300-306 Grant St, Youngtown, OH Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Wyandotte Nation Tribe Name: Onondaga Indian Nation Tribe Name: Peoria Tribe of Indians of Oklahoma TCNS# 158761 Referred Date: 10/04/2017 Location: 1322 Fernando Guerra, San Antonio, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 156879 Referred Date: 10/04/2017 Location: 6104-6198 Winsome Ln, Houston, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 157441 Referred Date: 10/04/2017 Location: 1646 N Green St, Detroit, MI Detailed Description of Project: Tribe Name: Hannahville Indian Community Tribe Name: Wyandotte Nation Tribe Name: Huron Potawatomi Tribe Name: Saginaw Chippewa Indian Tribe of Michigan https://apps.rackspace.com/versions/webmai[/12.9.6-RC/popup.php?wsid=58c6cfa6c8615acelOc2fgbl2e6a9f7538lf9680#1509473149983 2/4 10/31/2017 Proposed0truction of Communications Facilities Notification ofFirfEfContacts - Email ID #20628 Proposed Construction of Communications Facilities Notification ofFinal Contacts - Email ID #20628 From: towernotifyinfo@fcc.gov Sent: Thu, Oct 5, 2017 at 9:02 am To: tcns@rescom.org Cc: tcnsweekly@fcc.gov Mobilitie Andrew Smith P.O. Box: 5516 Fort Wayne, IN 46895 Dear Applicant: This letter addresses the proposed communications facilities listed below that you have referred to the Federal Communications Commission (Commission) for purposes of contacting federally recognized Indian Tribes, including Alaska Native Villages (collectively Indian Tribes), and Native Hawaiian Organizations (NHOs), as specified by Section IV.G of the Nationwide Programmatic Agreement (NPA). Consistent with the procedures outlined in the Commission's recent Declaratory Ruling (1), we have contacted the Indian Tribes or NHOs identified in the attached Table for the projects listed in the attached Table. You referred these projects to us between 09/28/2017 and 10/05/2017. Our contact with these Tribal Nations or NHOs was sent on 10/05/2017. Thus, as described in the Declaratory Ruling (2), if you or Commission staff do not receive a statement of interest regarding a particular project from any Tribe or NHO within 20 calendar days of 10/05/2017, your obligations under Section IV of the NPA with respect to these Tribal Nations or NHOs are complete(3). If aTribal Nation or NHO responds that it is interested in participating within the 20 calendar day period, the Applicant must involve it in the review as set forth in the NPA, and may not begin construction until the process set forth in the NPA is completed. You are reminded that Section IX of the NPA imposes independent obligations on an Applicant when a previously unidentified site that may be a historic property, including an archeological property, is discovered during construction or after the completion of review(4). In such instances, the Applicant must cease construction and promptly notify, among others, any potentially affected Tribal Nation or NHO. A Tribal Nation's or NHO's failure to express interest in participating in pre -construction review of an undertaking does not necessarily mean it is not interested in archeological properties or human remains that may inadvertently be discovered during construction. Hence, an Applicant is still required to notify any potentially affected Tribal Nation or NHO of any such finds pursuant to Section IX or other applicable law. Sincerely, Jill Springer Acting Federal Preservation Officer Federal Communications Commission jill.springer@fcc.gov 1) See Clarification of Procedures for Participation of Federally Recognized Indian Tribes and Native Hawaiian Organizations Under the Nationwide Programmatic Agreement, Declaratory Ruling, FCC 05-176 (released October 6, 2005) (Declaratory Ruling). 2) Id S 8-10. 3) We note that, under the Declaratory Ruling, an expression of interest by an Indian Tribe or NHO addressed solely to the Commission staff during the 20-day period is sufficient even if it does not contact the Applicant. 4) Id at S 11. LIST OF PROPOSED COMMUNICATIONS TOWERS TCNS# 158762 Referred Date: 10/04/2017 Location: 121-199 S Park Blvd, San Antonio, TX Detailed Description of Project: A utility pole to be placed in existing disturbed road right of way Tribe Name: Apache Tribe of Oklahoma TCNS# 154644 Referred Date: 10/04/2017 Location: 1901 E 10th St, Bloomington, IN https://apps.rackspace.com/versions/webmail/l 2.9.6-RC/popup. php?wsid=58c6cfa6c8615ace 10c2f9b 12e6a9f75381 f9680#1509473149983 1 /4 10/9/2017 0 TCNS RESPONSES https://apps.rackspace.com/versions/webmail/12.9.5-RC/popup.php?wsid=cf938045421 d5a637d254c25d79949ff6b8acd51#1507596267821 2/2 10/9/2017 0 TCNS RESPONSES 0 TCNS RESPONSES From: Kim )umber Sent: Wed, Sep 20, 2017 at 4:08 pm To: tcns@rescom.org image001Jpg (185 KB) image002Jpg (5.3 KB) — Download all 150008 150009 150013 152400 152427 152428 152429 152433 152536 152784 152785 152849 152910 152912 154260 154565 154606 154641 154647 154648 154650 154651 155160 155168 156491 156501 156540 156546 156569 156676 156870 156871 157642 156703 157441 156005 157601 157602 157603 157604 157605 157606 157608 157609 157994 158011 158012 159122 154248 154270 156483 156484 156488 156490 156531 156534 156556 156877 157406 157599 157600 157365 157607 150987 150988 152906 153122 153123 153125 153161 153200 153206 The Shawnee Tribe is satisfied with efforts conducted to be sure that no Shawnee Tribe historic properties or other cultural resources will likely be adversely affected by construction and use of this tower. The Shawnee Tribe is not currently aware of any specific Shawnee Tribe cultural or historic sites in this project area. We therefore offer no objection to the proposed construction. Because this tower lies in the homelands of the Shawnee Tribe, in the event that archaeological materials, including human remains, are discovered during construction or later ground -disturbing activities at this location, please re -open consultation at that time by contacting Kim Jumper at kim.jumper@shawnee-tribe.com or 918-542-2441. Similarly, if plans are considered to expand or modify this tower and cause additional ground disturbance in the future, please let us know. Please forward our concerns regarding any such future work and unanticipated discoveries, as well as our contact information, to the appropriate parties. We urge everyone involved with tower development to construct and maintain their projects in keeping with best practices for minimizing environmental impact - particularly on species, such as birds and bats, who might incur negative impacts from tower development and use. Please also re -vegetate with species native to the area. We appreciate your efforts to consult with us. Regards, Kim Jumper, THPO Shawnee Tribe https:llapps.rackspace.com/versions/webmaiI/12.9.5-RC/popup.php?wsid=cf938O4542l d5a637d254c25d79949ff6b8acd5l #1507596267821 1 /2 ,*Off T418 =OIL,of EASTERN SHAWNEE TRIBE p OF OKLAHOMA O �J a; 12755 S. 705 Road, Wyandotte, OK 74370 Bluejacket Building (918) 666-2435, Fax: 888-971-3905 RESCOM Environmental Corp. ATTN: Andrew Smith PO Box 361 Petoskey, MI 49770 RE: Cell Tower Project Amherst Tower, Winchester, --- County, VA TCNS 156703 October 3, 2017 Dear Mr. Smith, The Cultural Preservation Department of the Eastern Shawnee Tribe of Oklahoma (ESTO) has received the documentation for RESCOM Environmental Corp.'s proposed telecommunications project, Amherst Tower, located at UTM Zone n/a, n/a m E, n/a m N (WGS84) in/near Winchester in --- County, VA. ESTO has reviewed the project, TCNS 156703, in accordance with Section 106 of the National Historic Preservation Act (NHPA). Based on the information provided and a review of our records, we find that this project will have No Effect on properties of sacred and/or cultural significance to the Tribe. The project site is within the known regional area of the Shawnee prehistorically and historically, be aware of inadvertent discoveries. However, ESTO has no objection to the project proceeding as described. Please note that any future changes to this project will require additional consultation. In accordance with the NHPA of 1966 (16 U.S.C. § 470-470w-6), federally funded, licensed, or permitted undertakings that are subject to the Section 106 review process must determine effects to significant historic properties. As clarified in Section 101(d)(6)(A-B), historic properties may have religious and/or cultural significance to Indian Tribes. Section 106 of NHPA requires Federal agencies to consider the effects of their actions on all significant historic properties (36 CFR Part 800) as does the National Environmental Policy Act of 1969 (43 U.S.C. § 4321-4347 and 40 CFR § 1501.7(a). This letter evidences NHPA and NEPA historic properties compliance pertaining to consultation with this Tribe in regard to the proposed project referenced as Amherst Tower, TCNS 156703. However, if during construction cultural objects or human remains are inadvertently discovered, please stop work immediately and contact the Cultural Preservation Department of the Eastern Shawnee Tribe of Oklahoma. Thank you for consulting with the Eastern Shawnee Tribe of Oklahoma. Glenna J. Wallace Chief Eastern Shawnee Tribe of Oklahoma FOR QUESTIONS OR ADDITIONAL INFORMATION, PLEASE CONTACT: TRAVIS PATTON TPATTON (ci) ESTOO.N ET 918-666-5151 x1860 9/13/2017 0 Fw: TCNS 156379 156005 156703 10 FW: TCNS 156379 156005 156703 From: Andrew Smith Sent: Thu, Sep 7, 2017 at 3:08 pm To: tcns@rescom:org From: Montana Associates[mailto:ccstfcctcns@outlook.com] Sent: Wednesday, September 6, 2017 9:52 PM To: andrew.smith@rescom.org Subject: TCNS 156379 156005 156703 Hello, The Crow Creek Sioux Tribe & Montana & Associates have reviewed TCNS 156379 156005 156703 Thank -you for the necessary documentation for us to review your proposed project. We have no issues with any historic properties within the APE that we have affiliation to. Please contact us in the event the ground disturbance inadvertently uncovers human remains and or archaeological/cultural material. Should any changes in the project be made please notify this office of the changes before further project planning continues. Thank -you. Montana & Associates LLC N12923 North Prairie Rd Osseo, WI 54758 https://apps.rackspace.com/versions/Webmail/l 2.9.5-RC/popup.php?wsid=c69c8c6ecc30e4ee3403bf385ef0968e5d499275#1505325997261 1 /1 11/3/2017 Reploroposed Tower Structure (Notification ID: 156703) - A #5469342 Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level https://apps.rackspace.com/versions/webmaiI/12.9.6-RC/popup.php?wsid=29a86f7a9302380759cf3c3efa75f9elfeed00bd#1509733583513 2/2 11/3/2017 0 to Proposed Tower Structure (Notification ID: 156700mailiD #5469342 Reply to Proposed Tower Structure (Notification ID: 156703) - EmailID #5469342 From: towernotifyinfo@fcc.gov Sent: Thu, Nov 2, 2017 at 2:48 pm To: tcns@rescom.org Cc: tcns.fccarchive@fcc.gov, historicpreservation@cherokee.org, gwen-terrapin@cherokee.org Dear Andrew Smith, Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this email is to inform you that an authorized user of the TCNS has replied to a proposed tower construction notification that you had submitted through the TCNS. The following message has been sent to you from Gwen Terrapin of the Cherokee Nation in reference to Notification ID #156703: The Cherokee Nation has reviewed tower project TCNS No. 156703, located in Frederick County, VA, in accordance with 36 CFR §800.4, and does note the historic properties in the vicinity of the project area. Cherokee Nation has cross referenced the project's legal description against our information and has found no instances where this project intersects or adjoins such resources. After reviewing all of the documents provided we have determined the project may proceed and there will be no adverse effect on the historic properties in area of potential effect, for both visual and direct effect. Furthermore, due to the historic presence of our people in the project area, inadvertent discoveries of human remains and related NAGPRA items may occur, even in areas of existing or prior development. Should this occur, we request all work cease and Cherokee Nation be notified immediately at (918) 772-4165. In such discovery, other appropriate agencies will need to be contacted immediately as well. Should you have any further questions, please do not hesitate to call. Wado, Cherokee Nation For your convenience, the information you submitted for this notification is detailed below. Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-38S-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 18.7 sec N Longitude: 78 deg 12 min 27.7 sec W Location Description: 108 Stonewall Der City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level httpsl/apps. rackspace.com/versions/webmaii/12.9.6-RC/popup.php?wsid=29a86f7a9302380759cf3c3efa75f9e 1 feed00bd#1509733583513 1 /2 Catawba Indian Nation Tribal Historic Preservation Office 1536 Tom Steven Road Rock Hill, South Carolina 29730 Office 803-328-2427 Fax 803-328-5791 September 22, 2017 Attention: Andrew Smith RESCOM Environmental Corp. P.O. Box 361 Petoskey, MI 49770 Re. THPO # TCNS # Project Description 2017-9-23 156703 Amherst Tower - 108 Stonewall Drive, Winchester, VA 23221 Dear Mr. Smith, The Catawba have no immediate concerns with regard to traditional cultural properties, sacred sites or Native American archaeological sites within the boundaries of the proposed project areas. However, the Catawba are to be notified if Native American artifacts and 1 or human remains are located during the ground disturbance phase of this project. If you have questions please contact Caitlin Rogers at 803-328-2427 ext. 226, or e-mail caitlinh@ccpperafts.com. Sincerely, 9 Wenonah G. Haire Tribal Historic Preservation Officer TCNS # NOO Received Total Number of Tribes 156703 Amherst 5/26/2017 8 Tribe TCNS Response Second Contact Letter Out Referral Date 20-Day Closeout Letter Final Response Completion Date Bad River Band of Lake Superior Tribe of Chippewa No interest if no response in 30 days N/A N/A N/A N/A 6/26/2017 Catawba Indian Nation Requests additional information and research fee 8/25/2017 N/A N/A 9/22/2017 9/22/2017 Cherokee Nation Requests additional information and research fee 8/25/2017 N/A N/A 11/02/2017 11/02/2017 Crow Creek Sioux Tribal Council Requests additional information and research fee 8/25/2017 N/A N/A 9/7/2017 9/7/2017 Delaware Nation Requests additional information and research fee 8/25/2017 10/4/2017 10/5/2017 N/A 10/25/2017 Eastern Shawnee Tribe of Oklahoma Requests additional information and research fee 8/25/2017 N/A N/A 10/03/2017 10/03/2017 Shawnee Tribe Requests additional information and research fee 8/25/2017 N/A N/A 9/20/2017 9/20/2017 Tuscarora Nation No interest if no response in 30 days N/A N/A N/A N/A 6/26/2017 r LJ • ATTACHMENT C - TRIBAL CONSULTATION TCNS ID Number: 156703 Number of Tribes: 8 Date of TCNS Initiation: 5/22/2017 Notice of Organizations Received: 5/26/2017 See following Page for a Table of Consultation T-Squared Site Services, LLC RESCOM FCC NEPA Summary Report AMHERST / 15149 Printed 05/31/17 11:04 • i THE WINCHESTER STAR 2 NORTH KENT STREET PHONE: 540-667-3200 WINCHESTER VA 22601-5098 FAX: 540-542-0102 Advertisine Payment Receiot Account number: 1708627 Credit Card #: ************5274 Account name: RESCOM ENVIROMENTAL CORP. Approval Code: 007140[60169156198] P.O. BOX 361 PETOSKEY MI 49770 Credit Holder Name: Phone number: Payment number: Payment date: Amount: Payment description: 260-385-6999 899266 05/31/17 92.50 6/3 LEGAL AD PMNT Ad Number: 1219772 Class Code: 107 Ad Taker: jln Salesperson: W45 First Words: PN 1611008 Notice of Initiation of the Section 106 Process: Public Participation Sheritel proposes the construction of new monopole tower style telecommunication facilities at 2275 Northwestern Turnpike, Winchester, Frederick County, VA 22603. The proposed project includes a 130 to 150-foot monopole tower in a fenced in lease area. Members of the public interested in submitting comments on the possible effects of the proposed projects on historic properties included in or eligible for inclusion in the National Register of Historic Places may send their comments to Andrew Smith, RESCOM Environmental Corp., P.O. Box 361, Petoskey, MI 49770 or call 260-385- 6999. 1] 0 Staff Archaeologist at Ball State Applied Archaeology Laboratories (formerly Archaeological Resources Management Services). July 2006 to June 2009 Supervisor: Beth McCord 765-285-1834 Conducted field work and supervised personnel in the field and in the lab. Wrote technical reports. Participated in grant applications. Conducted research, fieldwork, labwork, and writing for grant compliance. Archaeological Technician at CDimensions. January 2012 Supervisor: Eben Cooper 972-881-5577 Worked two weeks during vacation from my permanent job to gain Forest Service archaeological experience. Phase I survey, including shovel testing and walkover and site recording in accordance with USDA NFS standards. LIST OF PUBLICATIONS AVAILABLE UPON REQUEST RESCOM Environmental Corp. • P.O. Box 361 -Petoskey, MI 49770 Phone: (231) 409-2563 -Fax: (231) 407-0726 www.rescom.org Page 56 u C:URRICU.LUM VITAE ANDREW M. SMITH M.A. EDUCATION: RES Bachelor of Arts: Anthropology, Indiana University Fort Wayne, Indiana December 2005 Master of Arts: Anthropology, Ball State University Muncie, Indiana July 2010 PROFESSIONAL QUALIFICATIONS: • Multiple years of experience in budgeting, planning and carrying out Section 106 compliance work. • Extensive experience managing staff for grant and contracted archaeological investigations • Coordination with lead agencies, SHPO's, THPO's and interested parties • Proficient in Microsoft suite of programs, Adobe CS, as well as Golden Surfer, ESRI ArcGIS 10.1. • Established history of completing complex projects. • Fully aware of cultural resources management laws and their applications. ARCHAEOLOGY AND RELATED EXPERIENCE: NEPA-Cultural Resource Project Manager at RESCOM. July 2014 to Present Supervisor: Joe Lee 231-947-4454 Completion and management of Phase I and Phase II Environmental Site Assessments (ESAs) and National Environmental Policy Act Assessments (NEPAs) for FCC projects. Site Files Manager at Louisiana Division of Archaeology. February 2014 to July 2014 Supervisor: Rachel Watson 225-342-8165 Review of site submissions and maintenance of archaeological site data for the State of Louisiana in both print and digital format. Use of AreGIS platform to spatially represent archaeological data and datasets within the State of Louisiana. Interim Director at IPFW Archaeological Survey. June 2009 to Present Supervisor: Richard Sutter 260-481-6676 Experience from Phase Ia surveys to Phase III mitigations. Use and supervision of those using surveying equipment, GPS, aerial and topographic maps, digital cameras, as well as resistivity and magnetometer/gradiometer equipment. Management of up to 15 personnel and overseeing all paperwork and documentation. Extensive laboratory experience and report writing. Direct consultation with the state historic preservation officers, as well as INDOT and NAGPRA representatives. RESCOM Environmental Corp. - P.O. Box 361 -Petoskey, MI 49770 Phone: (231) 409-2563 -Fax: (231) 407-0726 www.rescom.org Page 55 5/29/2017 Repo, Proposed Tower Structure (Notification ID: 156703) - Erri9#5212378 City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled .area in :a new .105 ft :x :75 ft .fen:ced :compound.. .GROUND DISTURBANCE :WILL .00CUR.. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level Page 54 https://apps.rackspace.com/versions/webmai Ill 2.9.1-RC/popup.php?wsid=2c4be134ca7acf293csf09886d00e3059f7f2da9c#1496111694338 212 5/29/2017 lay to Proposed Tower Structure (Notification ID: 156703) WHD #5212378 Reply to Proposed Tower Structure (Notification ID: 156703) - EmailID #5212378 From: towernotifyinfo@fcc.gov Sent: Fri, May 26, 2017 at 1:35 pm To: tcns@rescom.org Cc: tcns.fccarchive@fcc.gov Dear Andrew Smith, Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this email is to inform you that an authorized user of the TCNS has replied to a proposed tower construction notification that you had submitted through the TCNS. The following message has been sent to you from THPO Kim Jumper of the Shawnee Tribe in reference to Notification ID #156703: The Shawnee Tribe has recently implemented a new website for tracking cell towers. This site was created to streamline the Tribe's consultation system and make it easier to receive information as well as generate responses in a more efficient manner. There will be a 30 day transition period following the full implementation of this system, where paper and email projects will still be accepted. However, vendors using these methods will need to transition to the website format within the 30 day period. After the 30 day transition period has expired paper and email projects outside of the website will no longer be accepted. All FCC TCNS cell tower numbers will be housed on this site. The requested information for each tower type will need to be uploaded to this website in order to receive a consultation response from the Tribe. You can get to the Shawnee Tribe Cell Tower Consultation System by going to http://shawnee.culturalcompliance.com/ . In the left side menu, you can view our Policies and Procedures, a list of Geographical Areas of Interest, FAQ, Section 106 Help, as well as an Instructions Manual on how to use the website. To sign up for an account you will need to select the Sign Up option from the left side menu, complete your information, and click Save. An administrator will receive an alert that you have signed up. Once you are approved to login in, you will receive an email which says Vendor Login Approved and at that time, you can begin using the online tower consultation system. Click this link to get signed up now. Sign Up If there are questions concerning the consultation process, function of the website, or other issues, please contact Kim Jumper, TCNS Administrator, at kim.jumper@shawnee-tribe.com or 918- 542-2441. For your convenience, the information you submitted for this notification is detailed below. Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 28.1 sec N Longitude: 78 deg 12 min 47.5 sec W Location Description: 2275 Northwestern Turnpike Page 53 https7/apps.rackspace.com/versions/webmai1/12.9.1-RC/popup.php?wsid=2c4bel34ca7acf293c409886d00e3059f7f2da9c#1496111694338 1/2 5/30/2017 NOTICE OF ORGANIZATION(S) WHICOERE SENT PROPOSED TOWERCONSTRUCTION ACATION INFORMATION -Email ID #5204... ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level If you have any questions or comments regarding this notice, please contact the FCC using the electronic mail form located on the FCC's website at: http://wireless.fcc.gov/outreach/notification/contact-fcc.html. You may also call the FCC Support Center at (877) 480-3201 (TTY 717-338-2824). Hours are from 8 a.m. to 7:00 p.m. Eastern Time, Monday through Friday (except Federal holidays). To provide quality service and ensure security, all telephone calls are recorded. Thank you, Federal Communications Commission Page 52 https://apps.rackspace.com/versionstwebmail/12.9.1-RC/popup.php?wsid=07ael82a86ebabb8c8625589fd110f5ddb329ab3#l496167778014 6/6 5J30/2017 NOTICE OF ORGANIZATION(S) *H WERE SENT PROPOSED TOWERCONSTRUCTIOOTIFICATION INFORMATION -Email ID #5204... with a Submission Packet pursuant to Section VII.A of the NPA. 9. Environmental Review Coordinator Renee GledhillEarley - NC State Historic Preservation Office - 4617 Mail Service Center Raleigh, NC - renee.gledhill-earley@ncmail.net - 919-733-4763 10. Deputy SHPO David Brook - Historic Preservation Office - 4610 Mail Service Center Raleigh, NC - david.brook@ncmail.net - 919-807-7283 11. Manager - Office of Review & Compliance Ethel R Eaton PhD - Department of Historic Resources - 2801 Kensington Avenue Richmond, VA - ethel.eaton@dhr.virginia.gov - 804-367-2323 12. Deputy SHPO Susan M Pierce - West Virginia Division of Culture & History, Historic Preservation Office - 1900 Kanawha Boulevard East Charleston, WV - susan.pierce@wvculture.org - 304-558-0240 13. Deputy SHPO Susan Pierce - West Virginia Division of Culture & History, Historic Preservation Office - 1901 Kanawha Boulevard East Charleston, WV - susan.pierce(a@wvculture.org - -- 14. Director Julie Langan - Virginia Department of Historic Resources - 2801 Kensington Avenue Richmond, VA - VASHPO_FCC@dhr.virginia.gov - 804-367-2323 "Exclusions" above set forth language provided by the Tribal Nation or SHPO. These exclusions may indicate types of PTC wayside pole notifications that the Tribal Nation or SHPO does not wish to review. TCNS automatically forwards all notifications to all Tribal Nations and SHPOs that have an expressed interest in the geographic area of a proposal. However, if a proposal falls within a designated exclusion, you need not expect any response and need not pursue any additional process with that Tribal Nation or SHPO. Exclusions may also set forth policies or procedures of a particular Tribal Nation or SHPO (for example, types of information that a Tribal Nation routinely requests, or a policy that no response within 30 days indicates no interest in participating in pre - construction review). Please be advised that the FCC cannot guarantee that the contact(s) listed above opened and reviewed an electronic or regular mail notification. If you learn any of the above contact information is no longer valid, please contact the FCC. The following information relating to the proposed tower was forwarded to the person(s) listed above: Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 28.1 sec N Longitude: 78 deg 12 min 47.5 sec W Location Description: 2275 Northwestern Turnpike City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 Page 51 https://apps.rackspace.com/versionshvebmail/12.9.1-RC/popup.php?wsid=07ael82a86ebabb8c8625589fd110f5ddb329ab3#l496167778014 516 5/30/2017 NOTICE OF 0RGANIZATI0N(S) WHIOERE SENT PROPOSED TOWERCONSTRUCTION NOICATION INFORMATION -Email ID #5204... The Shawnee Tribe has developed streamlined consultation procedures for cell tower developers and their subcontractors. If you do not have a copy of the procedures - most recently updated on 14 7anuary2008 - please contact us, as you must follow these procedures to consult with us on cell tower projects. Call us at 918-542- 2441 or fax us at 918-542-9915. It is the tower builder's responsibility to make sure that you have our most recent consultation procedures. PLEASE DO NOT SEND US INFORMATION, QUERIES, OR COMMENTS ELECTRONICALLY. SINCE 1 DECEMBER 2005, WE HAVE NOT HANDLED ANY CELL TOWER CONSULTATION, INQUIRIES, OR CORRESPONDENCE VIA E-MAIL. 8. THPO and Executive Director Dr. Wenonah G Haire - Catawba Indian Nation - 1536 Tom Steven Road CIN-THPO Rock Hill, SC - wenonahh@ccpperafts.com - 803-328-2427 Details: The Catawba Indian Nation Tribal Historic Preservation Office requests that you send us by regular mail the following information needed to complete our research for your proposed project (including ALL Positive Train Control (PTC) projects and Collocations): Project N Project Number, 1. The name, complete address, phone number, fax number and e-mail address of the project manager. 2. The project location plotted on a topo map. 3. The project name, address and location; street or highway, city, county, state. 4. A brief description of the proposed project. Please include the size of the proposed project site and the size of the area where ground -disturbing activities will be taking place and the type of disturbance anticipated. 5. A brief description of current and former land use. We do not need detailed information or photographs of historic structures in the project area. 6. A list of all recorded archaeological sites within one half (1/2) mile of the project area. 7. A list of all eligible and potentially eligible National Register of Historic Places sites within one half (1/2) mileof the proposed project area. 8. If there has been an archaeological survey done in the area, a copy of that report. 9. It is not necessary to send original color photos if you can provide high -resolution color copies. 10. A letter of concurrence from the appropriate State Historic Preservation Office. If you use the FCC Form 620, please do not send Attachments 1 through 6. They are not necessary for our determination. Please note: Our research/processing fee is $400.Please send these requested materials in HARD COPY format. Send to: CIN-THPO 1536 Tom Steven Road Rock Hill, S.C. 29730 The information you provided was also forwarded to the following SHPOs in the State in which you propose to construct and neighboring States. The information was provided to these SHPOs as a courtesy for their information and planning. You need make no effort at this time to follow up with any SHPO that does not respond to this notification. Prior to construction, you must provide the SHPO of the State in which you propose to construct (or the Tribal Historic Preservation Officer, if the project will be located on certain Tribal lands), Page 50 https://apps.rackspace.com/versionstwebrnail/12.9.1-RC/popup.php?vsid=07ael82a86ebabb8c8625589fdllOf5ddb329ab3#l496167778014 416 5✓30/2017 NOTICE OF ORGANIZATION(S) &H WERE SENT PROPOSED TOWERCONSTRUCTI10OTIFICATION INFORMATION -Email ID #5204... a) TCNS number b) Company name c) Project name, city, county, state d) Project type e) UTM coordinates using WGS84 (G1150) f) Total area surveyed in acres g) Contact information. 2. Professional cultural/archaeological resource survey report. 3. Aerial and color USGS topographic maps locating project area within the state, county, and local area. 4. Aerial, color USGS topographic, or planimetric maps locating tower site, APE, access road, utility easement,guy wire locations surveyed, surveyed staging areas, and known archaeological/historic sites. 5. Project site plan map depicting labeled shovel test locations. 6. Shovel test log. 7. Site photographs. 8. A copy of the review letter or TCNS e-response from the State Historic Preservation Office and all other state -mandated review offices for projects involving ground disturbance. 9. Please submit a fee of $550.00 per/TCNS project, for administration, data processing, handling, research and review. Make the check payable to the Eastern Shawnee Tribe of Oklahoma. On the memo line write all TCNS numbers. This includes new build towers, collocations, PTC poles, and projects in previously disturbed locations. 10.The Eastern Shawnee procedure document is available by email and is highly recommended for guidance. Send an email to Travis Patton at: tpatton(destoo.net. 7. THPO Kim Jumper - Shawnee Tribe - 29 South 69A Highway Miami, OK - kimjumper@shawnee-tribe.com - 918- 542-2441 Details: THIS IS YOUR OFFICIAL NOTICE THAT THE SHAWNEE TRIBE IS INTERESTED IN CONSULTING ON ALL PROJECTS BUILT IN OUR AREAS OF GEOGRAPHIC INTEREST. ATTENTION, NEW INFORMATION: Our procedures were updated on 14 January 2008. Please call Kim Jumper, THPO, at 918-542-2441, so that she can send you a copy. If your tower is a co -location, please fax us this information to let us know. We cannot always tell from the TCNS web site that a tower is a co -location. We require a written response from you to let us know that it is a co -location. If a co -location project includes some new ground disturbance (such as from an expanded compound or access road, or construction of an ancillary structure), the Shawnee Tribe treats such a project the same as any other non co -location project. Our correct mailing/physical address is: 29 South Highway 69A. Our correct phone number is (918-542-2441) and our historic preservation fax line is (918-542-9915). THPO Kim Jumper manages all cell tower consultation. As of 26 June2006, all of the faxed responses of our final comments on a tower site will contain an original Shawnee Tribe signature. Each final comment fax is signed individually. Copies may be compared, for authentication, against the original in our files.If afinal comment fax does not contain a signature, it is not valid. ALL FINAL COMMENTS FROM THE SHAWNEE TRIBE ARE WRITTEN; FINAL COMMENTS ARE NEVER PROVIDED VERBALLY. IF THE SHAWNEE TRIBE IS CREDITED WITH HAVING GIVEN A VERBAL RESPONSE, THAT RESPONSE IS NOT VALID. If you receive notification through the TCNS listing the Shawnee Tribe, that is an indication that the Shawnee Tribe is interested in consulting on the tower for which that notification was received. Please consider that our official indication of interest to you. The Shawnee Tribe considers the Tower Construction Notification System's weekly e-mail to be the first notification that we receive that a tower will be constructed in an area of our concern. We do not view the TCNS notificationaas completion of 106 consultation obligations. Pagehttpsl/apps.rackspace.com/versions/webmail/12.9.1-RC/popup.php?wsid=07ael82a86ebabb8c8625589fd110f5ddb329ab3#1496167778014 3/6 5/30/2017 NOTICE OF ORGANIZATION(S) WHICIPERE SENT PROPOSED TOWERCONSTRUCTION NOCATION INFORMATION -Email ID #5204.. 3. TCNS Rep Bryan Printup - Tuscarora Nation - 5226 Walmore Rd Via: Lewiston, NY - bprintup@heft.org - 716-264-6011 (ext: 103) Details: If the Applicant/tower builder receives no response from the Tuscarora Nation within 30 days after notification through TCNS, the Tuscarora Nation has no interest in participating in pre -construction review for the site. The Applicant/tower builder, however, must IMMEDIATELY notify the Tuscarora Nation in the event archaeological properties or human remains are discovered during any phase of ground disturbances with the project. In no way does this response affect the sovereignty of the Tuscarora Nation. 4. THPO Edith Leoso - Bad River Band of Lake Superior Tribe of Chippewa Indians - (PO Box: 39) Odanah, WI - thpo@badriver-nsn.gov; THPOAsst@badriver-nsn.gov - 715-682-7123 Details: The Bad River Tribe is interested in projects with ground disturbance, only. This includes projects on previously disturbed soils. The Bad River Tribe's fee to process requests is $650.00 per request. The Bad River Tribe's Section 106 ConsultationProcedures have been updated as of April 3, 2017. If the applicant/tower builder receives no response from the Bad River Band of Lake Superior Tribe of Chippewa Indians within 30 days after notification through TCNS, the Bad River Band of Lake Superior Tribe of Chippewa Indians has no interest in participating in pre -construction review for the proposed site. The Applicant/tower builder, however, must immediately notify the Bad River Band of Lake Superior Tribe of Chippewa Indians in the event archaeological properties or human remains are discovered during construction, consistent with Section IX of the Nationwide Programmatic Agreement and applicable law. 5. Gwen Terrapin - Cherokee Nation - (PO Box: 948) Tahlequah, OK - historicpreservation@cherokee.org; gwen-terrapin@cherokee.org - 918-772-4165 Details: In an effort to expedite the TCNS process, on March 24, 2017, the Cherokee Nation has updated their FCC Telecommunication Procedures. If you have not received a copy of the updated TP's please contact the TCNS Coordinator at historicpreservation@cherokee.org Wado, Cherokee Nation 6. TCNS Coordinator Travis Patton - Eastern Shawnee Tribe of Oklahoma - 70500 East 128 Road Wyandotte, OK - tpatton@estoo.net - 918-666-2435 (ext: 1860) Details: The Cultural Preservation Office of the Eastern Shawnee Tribe of Oklahoma requires the following information and fees regarding all proposed FCC projects. Please do not email documentation; it will be deleted without being opened. Mail one printed color copy of all documentation to: 70500 E 128 Rd. Wyandotte, OK 74370 Please submit by US postal mail or other parcel carrier all of the following information for all FCC projects: 1. A 1-page cover letter with the following information: Page 48 hrttps://apps.rackspace.comtversionstwebmail/12.9.1-RC/popup.php'vsid=07ael82a86ebabb8c8625M9fdllOf5ddb329ab3#1496167778014 2/6 5J3012017 NOTICE OF ORGANIZATION(S) OH WERE SENT PROPOSED TOWERCONSTRUCAOTIFICATION INFORMATION -Email ID #5204... NOTICE OF ORGANIZATION(S) WHICH WERE SENT PROPOSED TOWERCONSTRUCTION NOTIFICATION INFORMATION - Email ID #5204961 From: towernobfyinfo@fcc.gov Sent: Fri, May 26, 2017 at 3:02 am To: tens@rescom.org Cc: Jessica. Hynosky@fcc.gov, diane.dupert@fcc.gov Dear Sir or Madam: Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this electronic mail message is to inform you that the following authorized persons were sent the information you provided through TCNS, which relates to your proposed antenna structure. The information was forwarded by the FCC to authorized TCNS users by electronic mail and/or regular mail (letter). Persons who have received the information that you provided include leaders or their designees of federally - recognized American Indian Tribes, including Alaska Native Villages (collectively "Tribal Nations"), Native Hawaiian Organizations (NHOs), and State Historic Preservation Officers (SHPOs). For your convenience in identifying the referenced Tribal Nations and NHOs and in making further contacts, the City and State of the Seat of Government for each Tribal Nation and NHO, as well as the designated contact person, is included in the listing below. We note that Tribal Nations may have Section 106 cultural interests in ancestral homelands or other locations that are far removed from their current Seat of Government. Pursuant to the Commission's rules as set forth in the Nationwide Programmatic Agreement for Review of Effects on Historic Properties for Certain Undertakings Approved by the Federal Communications Commission (NPA), all Tribal Nations and NHOs listed below must be afforded a reasonable opportunity to respond to this notification, consistent with the procedures set forth below, unless the proposed construction falls within an exclusion designated by the Tribal Nation or NHO. (NPA, Section IV.F.4). The information you provided was forwarded to the following Tribal Nations and NHOs. If a Tribal Nation or NHO does not respond within a reasonable time, you should make a reasonable effort at follow-up contact, unless the Tribal Nation or NHO has agreed to different procedures (NPA, Section IV.F.S). In the event a Tribal Nation or NHO does not respond to a follow-up inquiry, or if a substantive or procedural disagreement arises between you and a Tribal Nation or NHO, you must seek guidance from the Commission (NPA, Section IV.G). These procedures are further set forth in the FCC's Declaratory Ruling released on October 6, 2005 (FCC 05-176). 1. THPO Bonnie McGhee - Crow Creek Sioux Tribe - (PO Box: 286) Fort Thompson, SD - CCSTFCCTCNS@outlook.com; bonniestjohnl968@gmail.com - 605-245-2221 Details: Crow Creek Tribal Historic Preservation Officer Bonnie McGhee TCNS email submissions CCSTFCCTCNS@outlook.com 2. Cultural Resources Director Kim Penrod - Delaware Nation - 31064 State Highway 281 (PO Box: 825) Anadarko, OK - kpenrod@delawarenation.com; jross@delawarenation.com - 405-247-2448 Details: The Delaware Nation located in Anadarko,Oklahoma charges a $1000 administrative fee for the review of ALL NEW projects. (Change Effective 2015 with Resolution # 2015-014 ). Send fee payable to the Delaware Nation in the form of a check or money order. All Collocations projects for review by the Delaware Nation must pay the $500 fee. Please note that the Delaware Nation and the Delaware Tribe of Indians ARE NOT the same entity.. Send all correspondence for the Delaware Nation to: The DelawareNation ATTN: Cultural Resources/106 Department P.O. Box 825 31064 State Hwy 281 Anadarko, OK 73005. Page 47 https:fapps.rackspace.com/versions/webmail/12.9.1-RC/popup.php?wsid=O7ael82a86ebabb8c8625589fdllOf5ddb329ab3#1496167778014 1/6 5/22/2017 0 Proposed Tower Structure Info - Email ID #520229* Proposed Tower Structure Info - Email ID #5202291 From: towernotifyinfo@fcc.gov Sent: Mon, May 22, 2017 at 4:51 pm To: tons@rescom.org Dear Andrew Smith, Thank you for submitting a notification regarding your proposed construction via the Tower Construction Notification System. Note that the system has assigned a unique Notification ID number for this proposed construction. You will need to reference this Notification ID number when you update your project's Status with us. Below are the details you provided for the construction you have proposed: Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 28.1 sec N Longitude: 78 deg 12 min 47.5 sec W Location Description: 2275 Northwestern Turnpike City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level Page 46 https://apps.rackspace.com/versions/webrnail/12.9.1-RC/popup.php?wsid=81718602f3db72aa461673fdb9af6lccb97e6378#1495486444230 1/1 5/27/2017 lay to Proposed Tower Structure (Notification ID: 156703)loaiIID #5207267 Reply to Proposed Tower Structure (Notification ID: 156703) - EmailID #5207267 From: towernotifyinfo@fcc.gov Sent: Wed, May 24, 2017 at 6:58 am To: tcns@rescom.org Dear Andrew Smith, Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this email is to inform you that an authorized user of the TCNS has replied to a proposed tower construction notification that you had submitted through the TCNS. The following message has been sent to you from THPO Bonnie McGhee of the Crow Creek Sioux Tribe in reference to Notification ID #156703: We have an interest in this site and would like the applicant to contact us. Bonnie McGhee 605-881-1227 We have an interest in the proposed project. Please email us for our review procedures. ccstfcctcns@outlook.com For your convenience, the information you submitted for this notification is detailed below. Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 28.1 sec N Longitude: 78 deg 12 min 47.5 sec W Location Description: 2275 Northwestern Turnpike City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 75 ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level Page 45 https //apps.rackspace. corn /versions/webmai1/12.9.1-RC/popup.php?wsid=e22aa2e988tbal035c94626473d8b7c543ab4964#1495939431577 1/1 611/2017 Replyleroposed Tower Structure (Notification ID: 156703) - Emai#5211573 For your convenience, the information you submitted for this notification is detailed below. Notification Received: 05/22/2017 Notification ID: 156703 Tower Owner Individual or Entity Name: Shentel Consultant Name: Andrew Smith P.O. Box: 361 City: Petoskey State: MICHIGAN Zip Code: 49770 Phone: 260-385-6999 Email: tcns@rescom.org Structure Type: MTOWER - Monopole Latitude: 39 deg 11 min 28.1 sec N Longitude: 78 deg 12 min 47.5 sec W Location Description: 2275 Northwestern Turnpike City: Winchester State: VIRGINIA County: FREDERICK Detailed Description of Project: Construction of a monopole tower off of an existing gravelled area in a new 105 ft x 7S ft fenced compound. GROUND DISTURBANCE WILL OCCUR. Ground Elevation: 258.2 meters Support Structure: 59.4 meters above ground level Overall Structure: 60.7 meters above ground level Overall Height AMSL: 318.9 meters above mean sea level Page 44 https://apps.rackspace.com/versions/webmaiI/12.9.1-RC/popup.php' wsid=1536fd93061d7e8fd403631ee48b2o638484c32e#1496319396263 212 6/1/2017 toy to Proposed Tower Structure (Notification ID: 156703) O."dID #5211573 Reply to Proposed Tower Structure (Notification ID: 156703) - EmailID #5211573 From: towernotifyinfo@fcc.gov Sent: Thu, May 25, 2017 at 9:46 am To: tcns@rescom.org Dear Andrew Smith, Thank you for using the Federal Communications Commission's (FCC) Tower Construction Notification System (TCNS). The purpose of this email is to inform you that an authorized user of the TCNS has replied to a proposed tower construction notification that you had submitted through the TCNS. The following message has been sent to you from TCNS Coordinator Travis Patton of the Eastern Shawnee Tribe of Oklahoma in reference to Notification ID #156703: We have no interest in this site. However, if the Applicant discovers archaeological remains or resources during construction, the Applicant should immediately stop construction and notify the appropriate Federal Agency and the Tribe. The Cultural Preservation Office of the Eastern Shawnee Tribe of Oklahoma requires the following information and fees regarding all proposed FCC projects. Please do not email documentation; it will be deleted without being opened. Mail one printed color copy of all documentation to address: 70500 E. 128 Rd. Wyandotte, OK 74370 Please submit by US postal mail or other parcel carrier all of the following information for all telecommunication projects: 1. Please provide a 1-page cover letter with the following information: a. TCNS Number b. Company Name c. Project Name, City, County, State d. Project type e. Project coordinates f. Total area surveyed in acres g. Contact information. 2. Professional cultural/archaeological resource survey report. 3. Aerial and/or USGS topographic maps showing general project location (small scale). 4. Aerial, color USGS topographic, or planimetric maps showing project area (large scale). S. Project site plan map depicting labeled shovel test locations. 6. Shovel Test Log. 7. Site photographs. 8. A copy of the review letter or TCNS e-response from the State Historic Preservation Office and all other state -mandated review offices for projects involving ground disturbance. 9. Please submit a fee of $550.00 per TCNS project for administration, data processing, handling, research and review. Make the check payable to the Eastern Shawnee Tribe of Oklahoma. On the memo line write all TCNS numbers. The fee is $550 for all projects (new -builds, collocations, PTC poles, and projects in previously disturbed locations). We request the opportunity to review and comment on scopes of work for projects whose purpose is to evaluate or mitigate archaeological sites discovered during a telecom project survey, and we also request to review the final reports for those projects. NOTE: The 30 day review period begins when we, The Eastern Shawnee Tribe of Oklahoma, receive ALL required documentation for the TCNS submittal, not when it is sent out. If you have any question on a TCNS project and its review time please email Travis Patton at: tpatton@estoo.net. The Eastern Shawnee Procedures document is available by email and is highly recommended for guidance. Send an email to Travis Patton at: tpatton@estoo.net. Page 43 https://apps.rackspace.com/versions/webmail/12.9.1-RC/popup.php?wsid=1536fd93061d7e8fd40363lee48b20638484c32e#1496319396263 1/2 11 0 United States Department of Agriculture 2016a Web Soil Survey. Accessed August 1, 2016. https://soilseriesdesc.sc.egov.usda.gov/OSD Docs/F/FREDERICK.html United States Department of Agriculture 2016b Web Soil Survey. Accessed August 1, 2016. htips://soilseriesdesc.sc.egov.usda.gov/OSD Docs/P/POPLIMENTO.html United States Geological Survey 2016c Virginia Geological Map Data. https://mrdata.us sg .gov/geology/state/state.pht)?state=VA accessed January 3, 2017. Williamson, James A. 1962 The Cabot Voyages and Bristol Discovery under Henry VII. With the Cartography of the Voyages. Hakluyt Society. London. Winters, Howard D. 1968 Value Systems and Trade Cycles in the Late Archaic of the Midwest. In New Perspectives in Archaeology, edited by S. R. Binford and L. R. Binford, pp. 175-21. Akine, Chicago. Yarnell, R. 1988 The Importance of Native Crops during the Late Archaic and Woodland. Paper presented at the Southeastern Archaeological Conference, New Orleans, Louisiana. 12 c 0 Hough, :Franklin Benjamin 1872 American Constitutions. Weed, Parsons and Company, Albany, New York. Justice, Noel D. 1987 Stone Age Spear and Arrow Points of the Midcontinental and Eastern United States: A Modern Survey and Reference. Indiana University Press, Bloomington. Ottesen, Anne I. 1985 Woodland Settlement Patterns in Northwestern Kentucky. In Woodland Period Research in Kentucky, edited by David Pollack, Tom Sanders, and Charles Hockensrnith, pp. 166-186. Kentucky Heritage Council, Frankfort. Piufer, Olaf H. and Sara E. Pedde 2001 Introduction: Archaic Problems in Eastern North America. In Archaic Transitions in Ohio and Kentucky Prehistory, edited by Olaf H. Prufer, Sara E. Pedde, and Richard S. Meidl, pp. 1-9. The Kent State University Press, Kent, Ohio. Ritchie, W. A., and R. E. Funk 1973 Aboriginal Settlement Patterns in the Northeast. Memoir 20. New York State Museum and Science Service, New York State University, Albany. Schaetzl, Randall, Helen Enander, Michael D. Luehmann, David P. Lusch, Carolyn Fish, Michael Bigsby, Mark Steigmeyer, Jennifer Guasco, Claire Forgacs and Aaron Pollyea 2013 Mapping the Physiography of Michigan with GIS. Physical Geography 34:1-38. Seeman, M. E., and O. H. Prefer 1982 An Updated Distribution of Ohio Fluted Points. Midcontinental Journal of Archaeology 17(2):155-169. Smith, Horace, and Earle D. Matthews 1975 Soil Survey of Harford County, Maryland. United States Department of Agriculture, Soil Conservation Service Southward, Scott, Avery Ala Drake Jr., David K. Brezinski, Robert P. Wintsch, Michael J. Kunk, John N. Aleinikoff, Charles W. Naeser, Nancy D. Naeser 2006 Central Appalachian Piedmont and Blue Ridge Tectonic Transect, Potomac River Corridor. Geological Society of America. Field Guide 8. Thorpe, Francis N. 1909 The Federal and State Constitutions Colonial Charters, and Other Organic Laws of the States, Territories, and Colonies Now or Heretofore Forming the United States ofAmerica. U.S. Government Printing Office. 11 REFEREN.CEs :C3TED Anderson, David G. and Glen T. Hanson 1988 Early Archaic Settlement in the Southeastern United States: A Case Study from the Savannah River Valley. American Antiquity 53(2):262-286. Beverly, Robert and Charles Campbell 1855 The History of Virginia. J.W. Randolph. Richmond Virginia. Brose, David. S., C. Wesley Cowan, and R. C. Mainfort Jr. (editors) 2000 Societies in Eclipse: Archaeology of the Eastern Woodlands Indians, A.D. 1400-1700. Smithsonian Institution Press, Washington, D.C. Dincauze, Dena F. and Mitchell T. Mulholland 1977 Early and Middle Archaic Site Distributions and Habitats in Southern New England. Annals of the New York Academy of Sciences. 288:439-456. Dragoo, D. 1976 Some Aspects of Eastern North American Prehistory: A Review. American Antiquity 41:3-27. Eliot, Charles William 1909 American Historical Documents. The Harvard Classics. PF Collier & Son. New York. Emerson, T. E. 1999 The Langford Tradition and the Process of Tribalization on the Middle Mississippian Borders. Midcontinental Journal of Archaeology 24:3-56. Fagan, Brian M. 2000 Ancient North Americans: The Archaeology of a Continent. Yd edition. Thames and Hudson, London, England. Fenneman, Nevin M 1946 Physical Divisions in the United States. U.S. Geological Survey. Fitting, J. E. 1965 A Quantitative Examination of Paleo-Indian Projectile Points in the Eastern United States. Papers of the Michigan Academy of Science, Arts, and Letters 50:265-371. Griffin, James B. 1978 The Midlands. In Ancient North Americans, edited by J. D. Jennings, pp. 240-301. Freeman and Co., San Francisco, California. 10 r� u RES ARCHAEOLOGICAL RECORDS CHECK AND PHASE IA ARCHAEOLOGICAL RECONNAISSANCE OF APPROXIMATELY 0.2 ACRES FOR AMHERST TOWER SITE, FREDERICK COUNTY, VIRGINIA. Prepared for: Mr. Mark Thompson T-Squared Site Services, LLC 2500 Highland Road, Suite 201 Hermitage, PA 16148 May 15, 2017 Prepared by: RESCOM Environmental Corp P.O. Box 361 Petoskey, Michigan 49770 (231) 409-2563 RESCOM ID: 1611008 k"'ViJ lv�- Andrew M. Smith, M.A. Principal Investigator RESCOM Environmental Corp. • PO Box 361 • Petoskey, MI 49770 Phone: (231) 409-2563 • Fax: (231) 487-0726 www.rescom.org • • INTRODUCTION In response to a request from T-Squared Site Services, RESCOM Environmental Corp. has completed a Phase Ia archaeological reconnaissance and records check for a proposed tower site in Frederick County, Virginia (Figure 1). The proposed project area is located at 390 11' 18.1 " N 780 12' 27.7" W, on the USGS 7.5' Winchester, Virginia, quadrangle (Figure 2, Figure 3). The project area includes a previously disturbed grass covered parcel just outside of the boundary of Winchester City, Virginia. The project area is roughly rectangular in shape with an access road extending south and west and following an existing maintained access road and measures approximately 0.5 acres (<0.2 hectares) in extent. The extent of the construction is proposed at 70 ft x 70 ft at the compound, but a 25' buffer of the compound was included to cover potential construction disturbances. The proposed access road is 20' by 1,500' and will come in from the south and west. An archaeological records check was conducted by Gregg Tulik of RESCOM Environmental Corp., and determined that three archaeological sites have been recorded within a mile of the project area. Fieldwork was conducted on December 1, 2016 by Andrew Smith M.A., Ball State University 2010, Principal Investigator and Secretary of Interior qualified professional archaeologist, and required 2 hours of fieldwork. This report details the results of the records check and Phase Ia field reconnaissance and presents the conclusions and recommendations of RESCOM concerning any additional archaeological investigations. Figure 1. Location of Frederick County within Virginia. • v 4 w, r R. r t . -cn •.RuundHill • ~ ae: �'- � �— — poi,' - / �p r }sill fr•d+t.' .. _.IV 1r •� .� .. w,.. . ..H f ~, r �, � (NA Tiva•r \psin le I ocation C 1� a° �1 u .• r ' sy _1 10, W Name: WINCHESTER Location 039 11' 18 2' N 078' 12' 28V W Date 11/112016 Caption:1611008/Amherst Scale: 1 inch equals 2000 feet Created 1966, rev 1987 Figure 2. Location of the project area on the 7.5' USGS Winchester, Virginia, topographic quadrangle. 2 ATIONAL REGISTER IN r . W •.__ Google Earth 0 s :NATURAL SETTING The project area is located in the north -central portion of the state and lies within the Valley and Ridge portion of the Appalachian Highlands physiographic zone (Fenneman 1946). The Valley and Ridge consists of sedimentary rocks that include dolomites and limestones as well as shists and shales. The topography has been modified throughout geological epochs by uplift, and erosion from rivers and streams eroding through the bedrock and contains ancient and complex landscapes (Southward et al. 2006). The bedrock geology of the project area is composed primarily of Beekmantown Group rocks which are composed of dolostone and limestone (USGS 2016c). The project area contains Frederick-Poplimento-Rock outcrop complex 15-45 percent slopes (USDA 2016a, 2016b). The Frederick-Poplimento-Rock complex consists of bedrock and soils that are very deep, well drained soils with moderately slow permeability that formed in residuum derived from dolomitic limestone, sandstone, siltstone, and shale (USDA 2016a, 2016b). Prior to Euroamerican settlement the Valley and Ridge area was primarily forested and the current project area and surroundings remain that way in pockets, although agriculture and expanding suburban sprawl continue to encroach. Many aquatic as well as mammalian species would have been available throughout the prehistoric period. These species would have been representative of the eastern mixed woodland fauna and could have included any of the following: porcupine, black bear, fisher, eastern spotted skunk, river otter, wapiti (elk), bison, opossum, eastern cottontail, woodchuck, gray squirrel, fox squirrel, southern flying squirrel, beaver, raccoon, striped skunk and white-tailed deer. Given the environmental conditions of the project area and surrounding region, there is the potential for the project area to contain previously unrecognized archaeological sites. The following sections describe previous research conducted in and near the project area and provide a general background of regional Virginia prehistory. CULTURAL SETTING Virginia's history is long and complex, dating at least to 12,000 years ago and includes a wide variety of societies and cultures. Many parts of Virginia's history are unknown due to limited historic documentation, or in the case of prehistoric cultures, the limited archaeological record. The following is a table showing the archaeological periods commonly used to describe cultures and cultural changes in the southeast in general and in Virginia in particular. 11 C 0 ,Regional P.rehisto:ry Period Date Ranges Diagnostic Attributes All B.P. Paleoindian 12,000-9,000 Fluted points, large game hunting, small band size, high mobility, use of high quality exotic cherts (see Fagan 2000, Fitting 1965, Justice 1987, Ritchie and Funk 1973, Seeman and Prufer 1982, White 2005). Early Archaic 9,000-8,000 Glacial retreat, bevel edged points, bifurcate points, broad spectrum hunting and gathering, probable larger populations than preceding period (see Anderson and Hanson 1988, Fagan 1987, Justice 1987). Middle 8,000-5,000 Hypsithermal maximum, side -notched points, large Archaic settlements along waterways, continued broad spectrum hunting and gathering including more nut utilization (see Dincauze and Mulholland 1977, Fagan 1987, Simons et al. 1984). Late Archaic 5,000-3,500 Large diversity of lithic artifact types from large spear points to small darts, large trade networks develop, beginning of elaborate burial practices, large amounts of fie -cracked rock and highly visible surface sites (see Fagan 2000, Prufer and Pedde 2001, Winters 1968, Yarnell 1988). Early 3,500-2,100 First pottery use, large contracting stemmed points, Woodland increased reliance on domesticated plants, greater ceremonial exchange, and continuation of elaborate burial practices see Dra oo 1976, Griffin 1978). Middle 2,100-1,600 Large corner notched points, expanded stemmed points, Woodland large trade networks extending to the Rocky Mountains and the Gulf of Mexico, increased reliance on domesticated plants, permanent villages, heavily decorated ceramics (see Fagan 2000, Justice 1987, Ottesen 1985, Smart and Ford 1983). Late Woodland 1,600-500 Localized resource procurement, breakdown of large trade networks, intrusive burial practices, maize introduction, small triangular points probably indicative of the first bow and arrow, collared ceramics (see Fa an 2000, Justice 1987). Protohistoric 500- Social instability, widespread population movements, similar subsistence strategies to the Late Woodland (see Brose et al. 2000, Emerson 1999). • • Regional History The first European to explore the Virginia area was John Cabot in 1498 (Williamson 1962). Virginia was a charter of King James I (Eliot 1909) and the first permanent settlement was established at Jamestown (Beverly and Campbell 1855). Later settlement included mostly British citizenry and African slaves. Virginia participated in the Revolutionary War to gain independence from Great Britain. The state was an original founder of the United States of America in 1776, and was a signatory of the Articles of Confederation in 1781 (Hough 1872). Frederick County was established in 1743 and was named for Prince Frederick of Wales. Much of the early settlement within Frederick County was focused on settlement in a concentric ring out from the Winchester City and involved small hamlets and crofts. Following the initial boom, settlement shifted more from timber harvesting to a greater agricultural focus. PREVIOUS INVESTIGATIONS An archaeological records check conducted by Gregg Tulik on December 1, 2016 determined that a single historic archaeological site has been recorded within a mile of the project area and that is a dam. No other archaeological surveys are recorded to have been conducted within a mile of the project area. Although the proposed site is near disturbed areas, historic aerials show that the area was an orchard in the 1950s and later nearby grading for development may not have extended into the current project location. No structures listed with the Virginia SHPO are within the project area. METHODS Fieldwork was conducted on December 1, 2016 by Andrew Smith. Initial observation of the project area was made by conducting a survey at 5 in intervals to view the ground surface. The surface visibility within the project area varied between 0 and 55 percent, with an average of roughly 20 percent (Figure 4). Shovel testing was conducted throughout the project area. Shovel testing was conducted and involved the excavation of 50 cm x 50 cm test pits excavated into obvious disturbance throughout the project area. RESULTS No artifacts or features were noted within the project area. Soils noted within the field conformed to the soils map in texture, but significantly differed in slope and lacked any A horizon. The area does not conform with previous topographic maps of the area and appears to have soil that was brought in from elsewhere and spread over the landform (see Figures 5 and 6). This seems to be confirmed with a 2002 aerial photo of the area. on Figure 6. 2002 aerial showing what appears to be fill spread over the project location. CONCLUSIONS AND RECOMMENDATIONS In response to a request from T-Squared Site Services, RESCOM Environmental Corp. has completed a Phase Ia archaeological reconnaissance and records check for a proposed tower site in Frederick County, Virginia. The proposed project area is located at 39' 1 F 18.1" N 780 12' 27.7" W, on the USGS 7.5' Winchester, Virginia, quadrangle. The project area is roughly rectangular in shape with an access road extending south and west and following an existing maintained access road and measures approximately 0.5 acres (<0.2 hectares) in extent. The extent of the construction is proposed at 70 ft x 70 ft at the compound, but a 25' buffer of the compound was included to cover potential construction disturbances. The proposed access road is 20' by 1,500' and will come in from the south and west. No sites were recorded during the current survey. It is our recommendation that there are no archaeological sites eligible for listing on the National Register of Historic Places within the project area and we recommend archaeological clearance. E COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 NOTIFICATION OF PUBLIC HEARING February 28, 2018 Fax: 540/ 665-6395 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNERS(S) RE: CONDITIONAL USE PERMIT APPLICATION #09-17 FOR GREGORY A. BISHOP (219 ROUND HILL ROAD) SHENANDOAH MOBILE, LLC- TELECOMMUNICATIONS FACILITY On behalf of the Frederick County Board of Supervisors, you are hereby notified of a public hearing being held on Wednesday, March 14, 2018, at 7:00 p.m. in the Board Room of the Frederick County Administration Building at 107 North Kent Street, Winchester, Virginia to consider the following application: Conditional Use Permit #09-17 for Gregory A. Bishop (Shenandoah Mobile, LLC) Commercial Telecommunication Facility - submitted to construct a wireless commercial telecommunication monopole tower with supporting equipment in a fenced compound. The property is located at 219 Round Hill Road, Winchester, Virginia and is identified with Property Identification Number 52-A-254 in the Back Creek Magisterial District. Any interested parties wishing to speak may attend this public hearing. A copy of the application will be available for review online through the planner access terminal, at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia, telephone number (540) 665-5651. Information regarding this application will also be available via the Planning Department's website at www.fcva.us. Sincerely, Mark R. Cheran Zoning Administrator MRC/pd 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 This is to certify that the attached correspondence was mailed to the following on from the Department of Planning and Development, Frederick County, 'Virginia: - - - 53 -• A• • 86- RUGGLES TRUDY POE 52 - A• • 254• 858 FOX DR BISHOP GREGORY A WINCHESTER VA 22603.4271 108 STONEWALL DR 53 - A • 88 WINCHESTER VA 22602.2276 PERRY STUART M INC 52 • A- • 254•A 117 LIMESTONE LN 22602.2272 G & G AUTO RECYCLING INC WINCHESTER VA PO BOX 1652 - 52 • A. • 254-B WINCHESTER VA 22604.0152 PERRY STUART M INC 53B - 2- • 20•A 117 LIMESTONE LN KELLER HERMAN L WINCHESTER VA 22602.2272 KELLER SHELBY J 106 STONEWALL DR 52 -A- • 71•A WINCHESTER VA 22602.2276 COMMONWEALTH OF VIRGINIA 53B • 2• - 21• PO BOX 2249 STAUNTON VA 24402 2249 BISHOP GREGORY A BISHOP NANCY K 108 STONEWALL DP, - WINCHESTER VA 22602.2276 53B - 2• • 23- SCRUGGS AMBER 112 STONEWALL DR WINCHESTER VA 22602.2276 93B - 2- • 24- SCRUGGS AMBER 112 STONEWALL DR WINCHESTER VA 22602.2276 Mark R. Cheran, Zoning & Subdivision Administrator Frederick County Planning Department STATE OF VIRGINIA COUNTY OF FREDERICK I, 110.%c, C a Notary Public in and for the State and County aforesaid, do hereby certify that Mark R. Cheran, Zoning & Subdivision Administrator for the Dep rtment_ of Planning and Development, whose name is signed to the foregoing, dated t; - -) �) / _ , has personally appeared before me and acknowledged the same in my State and eounty aforesaid. Given under my hand this day of My commission expires on �e, c� 1-� �,�- �, o 1 O'T X.;IC PAMALA n Aw� � NOTARY PUBLIER REGISTRATION # 364474 COMMONWEALTH MY OF \/IA -INIA DCOMMISSION EXPIf1f 5 ECEMggR•37 phi 0 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 NOTIFICATION OF PUBLIC HEARING February 28, 2018 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNERS(S) RE: CONDITIONAL USE PERMIT APPLICATION #09-17 FOR GREGORY A. BISHOP (219 ROUND HILL ROAD) SHENANDOAH MOBILE, LLC- TELECOMMUNICATIONS FACILITY On behalf of the Frederick County Board of Supervisors, you are hereby notified of a public hearing being held on Wednesday, March 14, 2018, at 7:00 p.m. in the Board Room of the Frederick County Administration Building at 107 North Kent Street, Winchester, Virginia to consider the following application: Conditional Use Permit #09-17 for Gregory A. Bishop (Shenandoah Mobile, LLC) Commercial Telecommunication Facility - submitted to construct a wireless commercial telecommunication monopole tower with supporting equipment in a fenced compound. The property is located at 219 Round Hill Road, Winchester, Virginia and is identified with Property Identification Number 52-A-254 in the Back Creek Magisterial District. Any interested parties wishing to speak may attend this public hearing. A copy of the application will be available for review online through the planner access terminal, at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia, telephone number (540) 665-5651. Information regarding this application will also be available via the Planning Department's website at www.feva.us. Sincerely, Mark R. Cheran Zoning Administrator MRC/pd 107 North Kent Street, Suite 202 o Winchester, Virginia 22601-5000 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 NOTIFICATION OF PUBLIC HEARING February 7, 2018 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNERS(S) RE: CONDITIONAL USE PERMIT APPLICATION #09-17 FOR GREGORY A. BISHOP (219 ROUND HILL ROAD) SHENANDOAH MOBILE, LLC- TELECOMMUNICATIONS FACILITY On behalf of the Frederick County Planning Commission, you are hereby notified of a public hearing being held on Wednesday, February 21, 2018, at 7:00 p.m. in the Board Room of the Frederick County Administration Building at 107 North Kent Street, Winchester, Virginia to consider the following application: Conditional Use Permit #09-17 for Gregory A. Bishop (Shenandoah Mobile, LLC) Commercial Telecommunication Facility - submitted to construct a wireless commercial telecommunication monopole tower with supporting equipment in a fenced compound. The property is located at 219 Round Hill Road, Winchester, Virginia and is identified with Property Identification Number 52-A-254 in the Back Creek Magisterial District. Any interested parties wishing to speak may attend this public hearing. A copy of the application will be available for review online through the planner access terminal, at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia, telephone number (540) 665-5651. Information regarding this application will also be available via the Planning Department's website at www.fcva.us. Sincerely, /�lie� Mark R. Cheran Zoning Administrator MRC/pd 107 North Kent Street, Suite 202 9 Winchester, Virginia 22601-5000 This is to certify that the attached correspondence was mailed to the following on `'' 116 from the Department of Planning and Development, Frederick County, Virgil- - - - 53B - 2- - 24- 52 - A- - 254- SCRUGGS AMBER BISHOP GREGORY A 112 STONEWALL DR 108 STONEWALL DR WINCHESTER VA 22602.2276 WINCHESTER VA 22602.2276 53 A 86 - 52 A 254 A RUGGLES TRUDY POE G & G AUTO RECYCLING INC 858 FOX DR PO BOX 1652 WINCHESTER VA 22603.4271 WINCHESTER VA 22604.0152 - 53 - A- - 88- 53B - 2- - 20-A PERRY STUART M INC KELLER HERMAN L 117 LIMESTONE LN KELLER SHELBY J WINCHESTER VA 22602.2272 106 STONEWALL DR i 52 - A- - 254-B WINCHESTER VA 22602.2276 PERRY STUART M INC 53B - 2- • 21- 117 LIMESTONE LN BISHOP GREGORY A WINCHESTER VA 22602.2272 BISHOP NANCY K 52 -A- - 71-A 108 STONEWALL DR COMMONWEALTH OF VIRGINIA WINCHESTER VA 22602.2276 PO BOX 2249 53B - 2• - 23- STAUNTON VA 24402.2249 SCRUGGS AMBER 112 STONEWALL DR WINCHESTER VA 22602.2276 Mark R. Cheran, Zoning & Subdivision Administrator Frederick County Planning Department STATE OF VIRGINIA COUNTY OF FRE `DERICK a Notary Public in and for the State and County aforesaid, do hereby certify that Mark R. Cheran, Zoning & Subdivision Administrator for the Depa tment of Planning and Development, whose name is signed to the foregoing, dated '/'�a/1 8' , has personally appeared before me and acknowledged the same in my State and County aforesaid. Given under my hand this day ofQc�,v` My commission expires on NOTARY PUB ALA DEE 1 R NOTARY PU6t.1(; REGISTRATION 41354474 COMMONWEALTH Of' VIRGINIA I`" COMMISSION EXPIRES DECEMBER•31 20"1 PIKE CROCK WELLS MILL 130 150 CROCK WE CROCK WELLS MILL MILL 180 CROCK 190 ': WELLS MILL CROCK CRO WELLS MILL• WE LLSTJ bile LLC) N NORTHWESTERN PIKE - i `101 2161' STONE WALL'DR NORTESTERN HW z117 .. �- ' 21,77� PIKE 6'e r. WORTHWESTERN PIKE - NORTHS R1KF ���Mkk�iii 2153 NORTHWESTERN ) 2131 r NORTHWESTERN 131 ROUND •HILL.RDr or PIKE 2147 PIKE ' 100' NOR�THW_E,57ERN � r STONEWALL � 103 �STO,N�EWALL R. 107 1,11 STONEWALL R STONEWALL 109 113� STONEWALL DR �O• NEWA�/ " STONEIWALL DR 116 R` 183 ?r ' ROUND STONEWALL �ALL DR 108 STONEWALL DR I12 STONEWALL R ' - H� ILb RD:' STONEWALL�DR ' 2093 NORTHWESTERN PIKE Yf 0 S Applications Parcels Building Footprints B1 (Neighborhood Business District) B2 (General Business District) B3 (Industrial Transition District) EM (Extractive Manufacturing District) HE (Higher Education District) M1 (Light Industrial District) M2 (Industrial General District) MH1 (Mobile Home Community District) MS (Medical Support District) OM (Office - Manufacturing Park) R4 (Residential Planned Community District) R5 (Residential Recreational Community District) RA (Rural Areas District) RP (Residential Performance District) �O 50 NORTHWEST ERN PEKE Ro � 3 E ff r +F J F 3J 37 Winchester CUP # 09 - 17 Note: Frederick County Dept of Gregory A. Bishop Planning & Development 07 (Shenandoah Mobile LLC) Suit N Kent St Suite 202 PIN: Winchester, VA 22601 52 - A - 254 540 - 665 - 5651 Telecommunication Tower Map Created: December 13, 2017 Zoning Map Staff: mcheron 0 175 350 700 Feet HWESTERN CUP # 09 - 17 PIKE Gregory A. Bishop (Shenandoah Mobile LLC) w 227 PIN: W NORTHW PIK 52-A-254 Telecommunication Tower Location Map 183 ROUND' -- HILURD :cc a i 130 :K WE, CROCK WELLS 180 - AI�LL�,=- MILL •CRC CROCK r.2081:. WELLS MILL ;CROCK WELLS MILL -• WEUS'MI 0�12I61 NALL'OR NORTHWESTERN 211 -, 21.77IN PIKE _ 'NORTHWESTERN 3NORTH WESTERN * ��PIKE?!1► i�P. E'r.11ir 2153----- L�1311 M 365 ROCK JHARBOR�DR 4' �s } W". 0 WARD AVE NESTE R N�, ■ 'KE 4&_ COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 NOTIFICATION OF PUBLIC HEARING February 15, 2017 TO: THE APPLICANTS) AND/OR ADJOINING PROPERTY OWNERS(S) RE: CONDITIONAL USE PERMIT APPLICATION #09-17 GREGORY A. BISHOP (219 ROUND HILL ROAD)-SHENANDOAH MOBILE LLC — -- TELECOMMUNICATIONS FACILITY On behalf of the Frederick County Planning Commission, you are hereby notified of a public hearing being held on Wednesday, FLb .7-12018, at 7:00 p.m. in the Board Room of the Frederick County Administration Building at 107 North Kent Street, Winchester, Virginia to consider the following application: Conditional Use Permit #09-17 for Gregory A. Bishop (Shenandoah Mobile LLC) Wireless Commercial Telecommunication Facility - submitted to construct a wireless telecommunications consisting of a 138 foot telecommunication monopole tower with supporting equipment in a fenced compound. The property is located at 219 Round Hill Road and is identified with Property Identification Number 52-A-254 in the Back Creek Magisterial District. Any interested parties wishing to speak may attend this public hearing. A copy of the application will be available for review at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia, telephone number (540) 665-5651. Information regarding this application will also be available via the Planning Department's website at www.fcva.us. Sincerely, /w Mark R. Cheran Zoning Administrator MRC/pd 17 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000 C, u p PV 7. Adjoining Property: *ANCE-DATA PROCESSING FROM: PAM - Planning Dept. Please print I -A sets of labels by 1 1 1 THANKS! USE ZONING North Residential RA East Sub station - Shenandoah Valley Bec RA South Golf Course RA West VDOT Maintenance Facility 63 8. The type of use proposed is (consult with the Planning Dept. before completing): Telecommunications tower 138 foot monopole and related ground support equipment in a fenced compound 9. It is proposed that the following buildings will be constructed: No buildings are proposed to be constructed at this site. 10. The following are all of the individuals, firms, or corporations owning property adjacent to both sides and rear and in front of (across street from) the property where the requested use will be conducted. (Continue on back if necessary.) These people will be notified by mail of this application: Name and Property Identification Number Address NameG&G Auto Recycling Inc PO Box 1652 Winchester, VA 22602 Property # 52 A 254A Name Keller, Herman L and Shelby J 106 Stonewall Drive Winchester, VA 22602 Property # 53B 2 20A Name Bishop, Gregory A and Nancy K 108 Stonewall Drive Winchester, VA 22602 Property # 53B 2 21 NameScruggs, Amber 112 Stonewall Drive, Winchester, VA 22602 Property # 53B 2 23 and 53B 2 24 Name Ruggles, Trudy Poe 858 Fox Drive Winchester, VA 22603 Property # 53 A 86 Name Perry, Stuart M. Inc 117 Limestone Lane Winchester, VA 22602 Property # 53 A 88 and 53 254B Name Commonwealth of Virginia PO Box 2249 Staunton, VA 22402 Property # 52 A 71 A 0 0 FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT MAP REQUEST DATE RECEIVED: 12/12/17 REQUESTED COMPLETION DATE: 12/12/17 REQUESTING AGENT: Pam STAFF MEMBER: Mark TYPE OF MAP: Comp Plan Transportation Locator ✓ TDR Ag & Forest District CIP Other ✓ PIN: 52-A-254 DESCRIPTION OF REQUEST: CUP #09-18 Gregory A. Bishop (Shenandoah Mobile LLC) Telecommunication Tower Kirsten call me when you get this. I need to discuss the due date. COUNTY of FREDERICK Department of Planning & Development 107 North Kent Street, Suite 202 Winchester, Virginia 22601 FIE lull i ,j MAR 1 2 2018 t n ` 3i'.i*:.c 52 -A- • 71 •A COMMONWEALTH OF VIRGINIA PO BOX 2249 STAUNTON VA 24402.2249 Hasler FIRST-CLASS MAIL 02/28/2018 $0.0.472 ZIP 22601 011D11646815 fuAr n F I T3fGRd_R F T11r. Bt3nBFSCFf] h,'- Bc: 22601500099 *0917-07848-28-41 $ 61�iiiillli�l��iiii,I�lilllHI11 lllli'iiIIIIIIii'lI iiil n y i t I 0 *o COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 NOTIFICATION OF PUBLIC HEARING February 28, 2018 Fax: 540/ 665-6395 TO: THE APPLICANTS) AND/OR ADJOINING PROPERTY OWNERS(S) RE: CONDITIONAL USE PERMIT APPLICATION #09-17 FOR GREGORY A. BISHOP (219 ROUND HILL ROAD) SHENANDOAH MOBILE, LLC- TELECOMMUNICATIONS FACILITY On behalf of the Frederick County Board of Supervisors, you are hereby notified of a public hearing being held on Wednesday, March 14, 2018, at 7:00 p.m. in the Board Room of the Frederick County Administration Building at 107 North Kent Street, Winchester, Virginia to consider the following application: Conditional Use Permit #09-17 for Gregory A. Bishop (Shenandoah Mobile, LLC) Commercial Telecommunication Facility - submitted to construct a wireless commercial telecommunication monopole tower with supporting equipment in a fenced compound. The property is located at 219 Round Hill Road, Winchester, Virginia and is identified with Property Identification Number 52-A-254 in the Back Creek Magisterial District. Any interested parties wishing to speak may attend this public hearing. A copy of the application will be available for review online through the planner access terminal, at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia, telephone number (540) 665-5651. Information regarding this application will also be available via the Planning Department's website at www.fcva.us. Sincerely,! Mark R. Cheran Zoning Administrator MRC/pd 107 North Kent Street, Suite 202 o Winchester, Virginia 22601-5000 COUNTY of FREDERICK Department of Planning & Development 107 North Kent Street, Suite 202 Winches ter, Virginia 22601 FEB J NIB Ty 52 -A- - 71-A COMMONWEALTH OF VIRGINIA PO BOX 2249 STAUNTON VA 24402-2249 > Hasler 02/06/2018 11RITOT-TEM T �JLC. LEW _ "77 FIRST-CLASS MAIL I $00.472 ZIP 22601 011 D1 1646815 NIXIE 231 FE 1 0002/09/18 PETURN TO SENDER NOT DELI' --ERASLE AS ADDRESSED tc J fld, COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/ 665-6395 NOTIFICATION OF PUBLIC HEARING February 7, 2018 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNERS(S) RE: CONDITIONAL USE PERMIT APPLICATION #09-17 FOR GREGORY A. BISHOP (219 ROUND HILL ROAD) SHENANDOAH MOBILE, LLC- TELECOMMUNICATIONS FACILITY On behalf of the Frederick County Planning Commission, you are hereby notified of a public hearing being held on Wednesday, February 21, 2018, at 7:00 p.m. in the Board Room of the Frederick County Administration -Building at 107 North Kent Street, Winchester, Virginia to consider the following application: Conditional Use Permit #09-17 for Gregory A. Bishop (Shenandoah Mobile, LLC) Commercial Telecommunication Facility - submitted to construct a wireless commercial telecommunication monopole tower with supporting equipment in a fenced compound. The property is located at 219 Round Hill Road, Winchester, Virginia and is identified with Property Identification Number 52-A-254 in the Back Creek Magisterial District. Any interested parties wishing to speak may attend this public hearing. A copy of the application will be available for review online through the planner access tenninal, at the Handley Library and the Bowman Library the week of the meeting or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia, telephone number (540) 665-5651. Information regarding this application will also be available via the Planning Department's website at www.fcva.us. Sincerely, Mark R. Cheran Zoning Administrator MRC/pd 107 North Kent Street, Suite 202 • Winchester, Virginia 22601-5000