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HomeMy WebLinkAbout63-05 Wild Acres - Shentel - Telecommunications Facility - Gainesboro - Backfilein I;Elr g WIRELESS GENERAL NOTES 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES SEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE CONSTRUCTION MANAGER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWING/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATION UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. SITE NAME: WILD ACRES SITE NUMBER, 17260 226 STONEY HILL RD. GORE, VA 22637 DRIVING DIRECTIONS: VICINITY MAP FROM INTERSECTION OF 1-81 AND RT. 37 AT EXIT 310; PROCEED NORTH ON ROUTE 37 APPROX. 5.3 MILES TO THE INTERSECTION OF RT. 37 AND RT. 50, PROCEED WEST ON RT. 50 APPRX. 8.9 MILES TO REACH RT. 688, PROCEED EAST ON RT. *688 FOR APPROX. 0.25 MILES TO A GRAVEL ACCESS ROAD ON THE RIGHT AND FOLLOW IT FOR 0.13 MILES. �2 684 S� F 50 �'SITE z 0 70 41 717 �P o° 679 50 600 TRUE NORTH SYMBOLS AND ABBREVIATIONS 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ADJ ADJUSTABLE MECH MECHANICAL SPOT ELEVATION ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. APPROX APPROXIMATE MFR MANUFACTURER CAB CABINET MGB MAIN GROUND BAR CENTERLINE 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE CLG CEILING MIN MINIMUM OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT CONC CONCRETE MTL METAL IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONT CONTINUOUS NIC NOT IN CONTRACT R PLATE 13. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. CJ CONSTRUCTION JOINT NTS NOT TO SCALE DIA DIAMETER OC ON CENTER No. DETAIL NUMBER 14. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. DWG DRAWING OPP OPPOSITE SHT SHEET NUMBER THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL EGB EQUIPMENT GROUND BAR SF SQUARE FOOT THE CONFLICT IS RESOLVED BY THE CONSTRUCTION MANAGER. EA EACH SHT SHEET G GROUND WIRE ELEC ELECTRICAL SIM SIMILAR 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE PROJECT. EL ELEVATION SS STAINLESS STEEL COAXIAL CABLE 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUBCONTRACT THIRD PARTY INSPECTION SERVICES TO SWEEP TEST TRANSMISSION LINES, EQ EQUAL STL STEEL INSPECT CONSTRUCTION WORK ON TOWERS/MONOPOLES, CERTIFY ANTENNA AZIMUTHS, ANTENNA HEIGHT (AGL), TEST GROUNDING, EQUIP EQUIPMENT TOC TOP OF CONCRETE VERIFY SUBGRADE CAPACITY, CONCRETE STRENGTH (TOWER FOUNDATIONS ONLY) AND REBAR/CONCRETE PLACEMENT. EXT EXTERIOR TOM TOP OF MASONRY ANTENNA THIRD PARTY INSPECTION SERVICE CONTRACTORS SHALL BE APPROVED BY CINGULAR WIRELESS. FF FINISHED FLOOR TOS TOP OF STEEL GA GAGE TYP TYPICAL 17. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF CINGULAR WIRELESS ANY DUPLICATION OR USE GALV GALVANIZED VIF VERIFY IN FIELD WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. GB GROUND BAR UON UNLESS OTHERWISE NOTED GC GENERAL CONTRACTOR WWF WELDED WIRE FABRIC GRND GROUND W/ WITH LG LONG & AND LLH LONG LEG HORIZONTAL @ AT MAX MAXIMUM SHEETINDEX T-1 TITLE SHEET C-1 SITE PLAN C-2 EROSION CONTROL PLAN A-1 COMPOUND LAYOUT AND MONOPOLE ELEVATION S-1 STRUCTURAL NOTES, SECTIONS, PLANS AND DETAILS S-2 STRUCTURAL DETAILS S-3 SHELTER FOUNDATION DETAILS S-4 ANTENNA SCHEDULE AND NOTES E-1 ELECTRICAL COMPOUND PLAN, DETAIL, AND BILL OF MATERIALS E-2 UTILITY DIAGRAM, SHELTER PLAN AND PANEL SCHEDULE E-3 GROUNDING ELEVATIONS AND SECTION E-4 GROUNDING DETAILS AND SECTIONS PROJECT DESCRIPTION 1. INSTALL 6 PANEL ANTENNAS ON NEW 195' HIGH MONOPOLE. (3 FUTURE) 2. INSTALL 11-6"x2O' EQUIPMENT SHELTER INSIDE EXISTING 70'x70' COMPOUND - (TOTAL DISTURBED AREA = f 680 SQUARE FT.). 3. PROVIDE NEW ELECTRICAL SERVICE FROM EXISTING DEMARK POINT. 4. PROVIDE TELCO SERVICE FROM EXISTING DEMARCATION POINT. 5. RUN ANTENNA SIGNAL AND GROUNDING CABLES. OWNER/PARCEL: NANCY L. & KENNETH C. POOL[ JR. APPLICANT: CINGULAR WIRELESS 6273 NORTHWEST PIKE 7150 STANDARD DR. GORE, VA 22637 HANOVER, MD 21076 LATITUDE: N 39' 16' 0.4" LONGTITUDE: W 78° 18' 5.1" DEVELOPER: CINGULAR C/O WFI, INC. MAGISTERIAL DISTRICT: GAINESBORO 7150 STANDARD DR. JURISDICTION: FREDERICK COUNTY HANOVER, MD 21076 CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY ARCHITECT/ENGINEER: JOHN CABOT GOUDY ZONING: RA (RURAL AREA) ENTREX COMMUNICATION SERVICES DEED/PAGE: 934/ 634 1575 1 STREET N.W., SUITE 350 WASHINGTON, D.C. 20005 LEASED AREA: 230 SQFT PHONE: (202) 408-0960 DISTURBED AREA: NONE (WITHIN COMPOUND LIMITS) OWNER REPRESENTATIVE FREDERICK COUNTY ZONING ADMINISTRATOR APPROVALS NAME NAM SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE DATE DATE \1/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 - SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 — f SEAL: HASSA?N NA. NiARASHLI Tot . 029751 od 011 Xcingular WIRELESS W F� PROJECT NO: 1086.084 DESIGNER: R.K. ENGINEER: C.G. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: TITLE SHEET SHEET NUMBER: T-1 \1/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 j REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: Xcingular WIRELESS W F�i PROJECT NO: 1086.084 DESIGNER: J.D.S. ENGINEER: C.G. SCALE: 0 �2 1 ■ � GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD. GORE, VA 22637 TITLE: SITE PLAN SHEET NUMBER: C-1 KE 0 NA PROPOSED SILT FENCE -- LIMIT OF DISTURBANCE 19 0 EXISTING UTILITY TRANSFORMER- / d EXISTING 12' GATE a FUTURE CARRIER —lod lod P P 0 a T T T PROPOSED ll'-6"x20' CINGULAR CSI SHELTER SEE SHEET S-3 EXISTING ICEBRIDGE T PROPOSED 195' MONOPOLE TO BE INSTALLED BY SHENTEL PROPOSED UNDERGROUND TELCO CONDUIT - EXISTING 8'x10' CONCRETE PAD EXISTING ACCESS DRIVE EXISTING VERIZON 12'x28' SHELTER Qa� r PROPOSED 1 ICEBRIDGE ' r o SEE 3 S-1 (ANTENNA ED GPS / S-2 - - -PROPOSED SHENTEL 10'x16' CONCRETE PAD INSIDE 12'x22' LEASE AREA (BY OTHERS) r - AS Pol AS poi AS pol r -EXISTING 8' HIGH - CHAIN LINK FENCE r I TOTAL LIMIT OF DISTURBANCE = ±680 SQUARE FT COMPOUND LAYOUT PLAN SCALE: 3/16" = 1'-O" C-2 (I TRUE NORTH LINETYPES lod lod lod SF SF SF 1. SET THE STAKES. 2. EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. - ll 1 3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT THE AND EXTEND IT INTO THE TRENCH. EXCAVATE SOIL. POINTS A SHOULD BE HIGHER THAN POINT B SILT FENCE DETAILS 2 SCALE: 1 /8"=1'-O" C-2 EARTH EXCAVATION NOTES 1. EXCAVATED MATERIAL SHALL BE USED AS BACKFILL WHEREVER POSSIBLE, BACKFILL MATERIAL SHALL BE OF A QUALITY SUITABLE TO THE ENGINEER AND FREE OF EXCESS ORGANIC MATTER AND BOULDERS. 2. BACKFILL SLOPES SHALL BE STEPPED OR SERRATED AND PROCEED IN SIX (6) INCH LIFTS. 3. EACH LAYER SHALL BE COMPACTED BY MECHANICAL TAMPERS OR OTHER APPROVED MEANS TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY FOR DEVELOPED AREAS, AND NINETY (90) PERCENT MAXIMUM DENSITY FOR UNDEVELOPED AREAS AS MEASURED BY A.A.S.H.T.O. T-99. 4. COMPACTION TESTING SHALL BE MADE BY AN OWNER APPROVED MATERIALS TESTING FIRM AND THE RESULTS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE DESIGN ENGINEER FOR APPROVAL. TESTS SHALL BE CONDUCTED AT THE RATE OF ONE TEST PER 50 CY OF FILL OR 2 TESTS PER FILL AREA WHICHEVER IS GREATER. 5. THE BACKFILL SHALL BE PROPERLY GRADED TO BLEND WITH THE EXISTING GROUND AND DRAIN PROPERLY. 6. CONTRACTOR TO NOTE TO APPLY ORANGE SAFETY AROUND ALL TREES. ADJUTST SILT FENCE AS NEEDED TO ALLOW FOR SAFETY FENCE. GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO LATEST STANDARDS AND SPECIFICATIONS FOR SEDIMENT AND EROSION CONTROL. 2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAT 30 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING, AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED. 3. ALL SEDIMENT AND CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND DISTURBANCE. 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF THE SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IMMEDIATELY. 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE OR AND APPROVED COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. 6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE. 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC. 8. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY. 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTRUBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. '/ ca entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: o�y- 'EALT� f V :F HASSA.N' v A,,,t f ; Xcingular WIRELESS WF�7 PROJECT NO: 1086,084 DESIGNER: J.D.S. ENGINEER: C.G. SCALE: 0 112 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: EROSION CONTROL PLAN SHEET NUMBER: C -2 O I EXISTING UTILITY TRANSFORMER -- /a - /a a /a EXISTING 12' GATE - PROPOSED UNDERGROUND POWER CONDUIT 10'-0" EXISTING 8' HIGH 37 —0 CHAIN LINK FENCE COMPOUND LAYOUT PLAN 1 SCALE: 3/16" = 1'-0" A-1 TRUE NORTH EXISTING ACCESS DRIVE CONDITIONS OF CONDITIONAL USE PERMIT #24-04, FOR A 199 FT. COMMERCIAL TELECOMMUNICATIONS FACILITY. JANUARY 12. 2005: 1. ALL FREDERICK COUNTY ZONING ORDINANCE REQUIREMENTS AND REVIEW AGENCY COMMENTS SHALL BE ADDRESSED AND COMPILED WITH AT ALL TIMES. 2. THE TOWER SHALL BE AVAILABLE FOR COLLOCATIING 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 MONTHS OF ABONDMENT OF OPERATION. 5. IN THE EVENT A TELECOMMUNICATIONS TOWER IS NOT ERECTED WITHIN TWELVE MONTHS OF THE APPROVAL OF THIS CONDITIONAL USE PERMIT, THE CONDITIONAL USE PERMIT WILL BE DEEMED TO BE INVALID. 6. THE EXISTING TELECOMMUNICATIONS TOWER MUST BE REMOVED 90 DAYS AFTER THE START OF CONSTRUCTION OF THE NEW 199—FOOT TELECOMMUNICATIONS FACILITY. 7. A CERTIFIED VIRGINIA ENGINEER SHALL PROVIDE VERIFICATION THAT THE TOWER IS DESIGNED AND WILL BE CONSTRUCTED IN A MANNER THAT, SHOULD THE TOWER COLLAPSE FOR ANY REASON, THE COLLAPSED TOWER WILL BE CONTAINED IN AN AREA AROUND THE TOWER, WITH A RADIUS EQUAL TO OR LESSER THAN THE SETBACK, MEASURED FROM THE CENTER LINE OF THE BASE OF THE TOWER. 8. TOWER MUST BE LIGHTED TO THE SPECIFICATIONS OF THE WINCHESTER REGIONAL AIRPORT. TOP OF TOWER Z PROPOSED SHI 1 EL f195.0` 1 OF PROPOSED EL. f180.0' PROPOSED SHENTEL ANTENNAS CI EXISTING VERIZON ANTENNAS TO BE RELOCATED TO NEW i i MONOPOLE BY OTHERS 1 0 (EL. 98.0') I I � GROUND LEVEL REF. E Off 0 MONOPOLE ELEVATION E, SCALE: 3/32"=1'—O" A-1 T. HIGI- -ENCE 28' LTER \V ca entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 03-22-05 DATE SUBMITTALS DESCRIPTION REV 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION REVISED RAD, CENTER REVISED CONSTRUCTION COUNTY COMMENTS 1 2 3 07-29-05 09-27-05 11-07-05 SEAL: cingular WIRELESS w F� PROJECT N0: 1086.084 DESIGNER: W.A./K.H. ENGINEER: C.G. SCALE: 0mom 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD. GORE, VA 22637 TITLE: COMPOUND LAYOUT AND MONOPOLE ELEVATION SHEET NUMBER: A-1 STRUCTURAL NOTES 1. DESIGN REQUIREMENTS PER VIRGINIA UNIFORM STATEWIDE BUILDING CODE AS SUPPLEMENTED BY 2000 USBC (WITH 2O02 AMENDMENTS) WITH CROSS REFERENCE TO THE 2000 IBC AND THE ASCE 7-98 STANDARD. THE BASIC WIND SPEED UTILIZED FOR DESIGN IS 90 MPH (3 SECOND GUST) IN ACCORDANCE WITH THE USBC. 2. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASURE— MENT AND FROM THE EXISTING STRUCTURAL DRAWINGS. THE GENERAL CON— TRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. 3. THE GENERAL CONTRACTOR AND HIS SUBCONSULTANTS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK. 4. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS — ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE. 5. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.1-96. STRUCTURAL WELDING CODE —STEEL WELD ELECTRODES SHALL BE E70XX. 7. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8 INCH MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHER— WISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 8. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES, CONNECTION HARDWARE SHALL BE STAINLESS STEEL, 9.NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION 10. STRUCTURAL DESIGN LOADS: — GROUND SNOW LOAD = 30 PSF — BASIC WIND SPEED = 90MPH (3 SECOND GUST) 11. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND ACI 301, AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi (U.O.N). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL, UNLESS OTHERWISE NOTED. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. 12. CONCRETE SHALL BE 4 TO 6% AIR ENTRAINED. 13. THE CONTRACTOR SHALL OBTAIN 2 TEST CONCRETE CYLINDERS PER TRUCK LOAD. TEST RESULTS OF 7 DAY AND 28 DAY BREAKS SHALL BE FURNISHED TO THE ENGINEER, 14. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60. DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 15. EXISTING SOIL CONDITIONS AT SITE SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND ALLOWABLE SOIL BEARING SOIL BEARING CAPACITY SHALL BE CONFIRMED TO BE 3000 PSF MINIMUM UNLESS NOTED OTHERWISE. 16. NO WELDING, CUTTING OR DRILLING SHALL BE PERMITTED ON STRUCTURAL STEEL MATERIALS ONCE GALVANIZED. 17. ALL FIELD CUTS OF NON STRUCTURAL MATERIALS, WAVEGUIDE SUPPORT CHANNEL, UNISTRUT, KENDORF, ETC. AS WELL AS ALL DAMAGED GALVANIZING SHALL BE TREATED WITH TWO COATS OF CARBOMASTIC 15. ___NI 1-1 a� SENOR 3 G MICROFLECT TRI-BRACKET - PROPOSED CINGULAR ANTENNAS, TYP. 2-3/8" 0 x 5'-6" LG PIPE - ANTENNA MOUNTING LAYOUT 1 SCALE:1/2"=1'-0" S-1 (?) TRUE NORTH MICROFLECT B2961 SPLICE KIT RUN CABLES UP INSIDE 4 PROPOSED GPS MONOPLE S-1 ANTENNA, SEE 1/S-2 10'-0" MAX. SECTION 3 SCALE: 3/8"=1'-0" S-1 2-1 u r MICROFLECT 83010 SUPPORT APhA --- 1 z 00 MICROFLECT B3015 ICE BRIDGE SUPPORT POST COAXIAL CABLE HOIST GRIP ATTACHED TO J-BOLT INSIDE MONOPOLE ANTENNA SECTION 2 SCALE: 3/4"=1'-0" S-1 MICROFLECT B3013 STEEL PIPE CAP FINISH GRADE CONCRETE of FOUNDATION 1'-6"O ICE BRIDGE SUPPORT POST SECTION SCALE: 1"=1'—O" MICROFLECT B2734 BRIDGE CHANNEL FUTURE CABLES MICROFLECT B1890 TRAPEZE SUPPORT KIT @ 4'-0" O.C. 0 i 2'— 0" DETAIL 5 SCALE: 1"=1'—O" S-1 COAXIAL CABLES W/ SNAP —IN ANCHORS --1/2"0 GPS CABLE 00 00 0C 1 \ I/ (P entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAID. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: C� HASSA r, Xcingular WIRELESS W F� PROJECT NO: 1086.084 DESIGNER: K.H. ENGINEER: H.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TI TLE: STRUCTURAL NOTES, SECTIONS, PLANS AND DETAILS SHEET NUMBER: S-1 noc AAITCAIAIA LAVIonrl ECT 63013 'IPE CAP ANTENNA CABLES ICE BRIDGE SUPPORT POST FINISH GRADE 1 CONCRETE FOUNDATION L� 1'-6"0 ICE BRIDGE SUPPORT POST SECTION SCALE: 1 "=1'-0" 1-1/2" O.D. PIPE W/ 1-1/4"0 HOLE DRILLED IN ANGLE CPS ANTENNA 1/8 1-1/2" O.D. PIPE #6 GROUND WIRE TO CADWELD ON F OR LUG ON GROUP 1-5/8» UNISTRUT CHANNEL x 8" LG WITH 3/4" MAX DEEP NOTCH OR PIPE SADDLE CLAMP 3/4"0 THREADED ROD (GALV) TYP 5/8110 HOLE PLAN nnC AAITrA InIA _ES -U TU RE _MU ANTENNA L2x2x1/2" (GALV) COAX GROUND KIT NNA SUPPORT PIPE 2'-0" rl r\/A TInk I NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 3. THE WEIGHT OF ANTENNA MOUNT IS 2 LBS. 4. GPS AND LMU ANTENNA, AND ANTENNA MOUNT SHALL BE PROVIDED BY OEM. FUTURE GPS LMU ANTENNA SUPPORT SCALE: 1 1 /2"=1'-O" \ `. entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: cingular WIRELESS PROJECT NO: 1086.084 DESIGNER: K.H ENGINEER: H.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TI TLE: STRUCTURAL DETAILS SHEET NUMBER: S-2 6" CRUSHED ROCK (#57 STONE) FINISH GRADE SUPAC 8 NP POLYFELT TS 600 OR EQUAL 21'-0" FOUNDATION PLAN 1 SCALE: 1 /2"=1'-O" S-3 4 i 2 - #5 CONTINOUS LAP SPLICE 2'-6" AS REQUIRED 6x6xW2.9 W.W.M. /---6" THICK CONC. SLAB CONFORMING TO OVER 5 MIL POLY VAPOR ASTM A-185 BARRIER a + °x x x x °a a �I 8" CRUSHED x %\ ROCK CONCRETE FOUNDATION x NOTE: FOOTING SHALL BEAR ON SOILS APPROVED FOR 3000 PSF ALLOWABLE BEARING PRESSURE. FOUNDATION SECTION 3 SCALE: 1" = 1'-0" S-3 L6x4x3/8 CLIP ANGLE (TYP. 4 LOCATIONS) SHELTER ABOVE 6" CONCRETE SLAB REINFORCED WITH 6x6 - W2.9xW2.9 WWF, SEE 3/S-3 TOP OF SLAB EL. = 330.6D' (BROOM FINISH W/ 1" CHAMFER EDGE) PREFABRICATED SHELTER 3/4"0 S.S. HILTI EXPANSION BOLTS (INSTALL W/ TEFLON WASHER) L6"x4"x3/8"x6" LONG GALVANIZED ANGLE (SEE DETAIL) LJ +__x x ° 1 Yam. SHELTER ATTACHMENT DETAIL SCALE: 1" = 1'-O" x PREFABRICATED SHELTER 1/2" NEOPRENE FILLER 5'x5'x6" 3000 PSI CONCRETE STOOP 3/4" CHAMFER 6x6 - W2.9xW2.9 1/4" /FT SLOPE ON EDGES WIRE MESH (BROOM FINISH) FINISH GRADE zi 44 Q x Ix x w x x ° x x x x � +— x 3" CRUSHED STONES ,,�/,� NOTE: (POSITION STOOP CENTERED IN FRONT OF SHELTER DOOR OPENING.) CONCRETE STOOP DETAIL SCALE: 1" = 1'-O" L6"x4"x3/8" (GALVANIZED) CLIP ANGLE DETAIL SHELTER FLOOR 4 x x— ° \ I/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: PROJECT NO: 1086.084 DESIGNER: K.H. ENGINEER: H.M. SCALE: 0 112 1 . ME NONE lmmmd�� GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: SHELTER FOUNDATION DETAILS SHEET NUMBER: S -3 CABLE SCHEDULE .,ND RF SYSTEM ;'-SIGN PLAN SECTOR ANTENNA POSITION MAKE MODEL RAD CTR. FT. AGE AZIMUTH COAX SIZE, IN. APPROX. LENGTH TAPE COLOR 1 #1 KATHREIN—SCALA AP14/17-880/1940/088D/ADT/XXP 180' 0° 1 5/8" 200'± TBD 1 #2 FUTURE 180' 00 1 5/8" 200'± TBD 1 #3 KATHREIN—SCALA AP14/17-880/1940/088D/ADT/XXP 180' 00 1 5/8" 200'± TBD 2 #1 KATHREIN—SCALA API 4/17-880/1940/088D/ADT/XXP 180' 1200 1 5/8" 200'± TBD 2 #2 FUTURE 180' 1200 1 5/8" 200'± TBD 2 #3 KATHREIN—SCALA AP14/17-880/1940/088D/ADT/XXP 180 1200 1 5/8" 200'± TBD 3 #1 KATHREIN—SCALA AP14/17-880/1940/088D/ADT/XXP 180' 2400 1 5/8" 200'± TBD 3 #2 FUTURE 180' 2400 1 5/8" 200'± TBD 3 #3 KATHREIN—SCALA AP14/17-880/1940/088D/ADT/XXP 180' 2400 1 5/8" 200'± TBD CPS (MOUNTED ON ICE BRIDGE POST) 1/2" 15'± # OF ANTENNAS PER SECTOR: 3 (INSTALL 2, RESERVE 1) (4) TOWER MOUNTED AMPLIFIERS PER SECTOR FUTURE LMU ANTENNA NEW EQUIPMENT: YES EQUIPMENT SHELTER SIZE: 11'-6"x20'-0" BILL OF MATERIALS SITE N0: 1726/WILD ACRES QUANTITY APPROX. LENGTH APPROX. TOTAL RESPONSIBLE ITEM DESCRIPTION (EACH) (FEET ORDERED) (FEET ORDERED) PARTY � ANTENNA, KATHREIN—SCALA AP14/17-880/1940/088D/ADT/XXP 6 N/A N/A CINGULAR (CONTRACTOR INSTALLED) 1 5/8" COMMSCOPE COAX CONSTRUCTION CABLE (CR 1873) 12 200 FT. 2400 FT. CONTRACTOR 3 COMMSCOPE CONNECTOR 24 N/A N/A CONSTRUCTION FEM CONTRACTOR 4 2 12 N/A N/A CONSTRUCTION COMMSCOPE JUMPER CABLES CONTRACTOR CINGU�AR 5 ANTENNA, CPS (TBD) 1 N/A N/A (coNrRacroR INSTALLED) 1/2" COMMSCOPE COAX CONSTRUCTION 6 CABLE 1 40 FT, 40 FT. CONTRACTOR � 1/2" COMMSCOPE 2 N/A N/A CONSTRUCTION CONNECTOR CONTRACTOR 8 1/2° 8 FT. COMMSCOPE 12 N/A 144 FT. CONSTRUCTION BOTTOM JUMPERS CONTRACTOR 2 SECTOR 3 AZ. 240' 3 3 ANTENNA ORIENTATION SCALE: NOT TO SCALE MAGNETIC NORTH 4( TRUE NORTH TRUE NORTH \1/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION ! REV 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: xcingular WIRELESS PROJECT NO: 1086.084 DESIGNER: K.H. ENGINEER: H.M. SCALE: 0 1 2 1 momGRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: ANTENNA SCHEDULE AND NOTES SHEET NUMBER: S-4 EXISTING -- UTILITY TRANSFORMER - ---- Q - GENERATOR RECEPTACLE Q EXISTING 12' GATE CINGULAR UTILITY METER EXISTING / METER PAK 120/ 240V 10 3W FEEDER IN 240V 2P 3W S/N 4" CONDUITS BELOW GRADE FROM 400A SERVICE Q / UTILITY DEMARCATION (NOTE 2.) DISCONNECT SWITCH SERVICE ENTRANCE GROUND ROD Q - EXISTING p PP b ELECTRICAL P P FRAME i t EXISTING LIGHTPOLE - - EXISTING / SCS CABINET -L FUTURE CARRIER CINGULAR TELCO CABLES IN 4"C (3) 350 kcmil + #4G IN 4" PVC QUAZITE BOX - PP PP PP BOND FENCE POST TO RING PANEL PD 240V 10 3W 300A TELCO BACKBOARD G GROUND TEST WELL (DETAIL 6/E-4) — CINGULAR SHELTER DOWN CONDUCTORS FROM EACH CORNER OF HALO GROUND BONDED TO GROUND RING (DETAIL 3/E-4) ".I G T EXISTING ACCESS DRIVE EXISTING 8'x10' CONCRETE PAD EXISTING --- �- - ~ ICEBRIDGE T T - G GROUND BAR AT EXISTING MONOPOLE BASE ICEBRIDGE EXISTING MONOPOLE G EXISTING VERIZON TO BE REMOVED 12'x28' SHELTER G EXTEND ICEBRIDGE TO NEW MONOPOLE G G MONOPOLE GROUND RING CINGULAR ICEBRIDGE GPS GROUND RING BOND HVAC UNITS 30 BELOW GRADE WITH LUGS AND STAINLESS STEEL BOLTS EXISTING 8' HIGH CHAIN LINK FENCE I EXISTING GROUND RING j 30" BELOW GRADE PROPOSED SHENTEL EQUIPMENT ON CONCRETE PAD PLAN NOTES: 1. HAND DIG TRENCHES FOR POWER AND TELCO CONDUITS. 2, LOCATION OF UTILITY DEMARCATIONS TO BE DETERMINED WITH POWER COMPANY AND VERIZON REPRESENTATIVES AT A SITE MEETING AND WALK. COMPOUND LAYOUT PLAN- ELECTRICAL SCALE; 3/16" = 1'-O" TRUE NORTH ELECTRICAL NOTES THE ELECTRICAL CONTRACT FOR CONSTRUCTING THIS PROJECT SHALL INCLUDE PROVISION OF ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE OPERABLE THE ELECTRICAL INSTALLATION SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN, BUT NOT LIMITED TO, THE FOLLOWING: 1. OBTAIN AND PAY FOR PERMITS ASSOCIATED WITH THE ELECTRICAL PORTION OF THIS CONSTRUCTION. 2. TEST, BALANCE, CLEAN, ADJUST, AND GUARANTEE ALL ELECTRICAL WORK IN THIS CONTRACT TO OPERATE SAFETY, PROPERLY AND CONTINUOUSLY. GENERAL REQUIREMENTS PRIOR TO SUBMITTING BID, VISIT THE SITE TO DETERMINE THE EXTENT OF WORK REQUIRED TO COMPLETE THE PROJECT AS SHOWN ON THE PLANS. IDENTIFY POSSIBLE CONFLICTS OBSERVED DURING VISIT AND SUBMIT, IN WRITING PRIOR TO SUBMITTING BID, CONDITIONS WHICH MAY PREVENT CONSTRUCTION OF ELECTRICAL WORK AS SHOWN ON THESE PLANS. NO ADDITIONAL CHARGE WILL BE ALLOWED FOR REMEDIATION OF FIELD CONDITIONS NOT IDENTIFIED THROUGH THIS PROCESS. 1. REGULATORY REQUIREMENTS WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (ARTICLE 70 OF THE NFPA), EDITION ACCEPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. QUALITY ASSURANCE 0. ALL WORK SHALL BE PERFORMED WITH A MINIMUM OF DISTURBANCE TO EXISTING STRUCTURES AND SURROUNDING AREAS. THE DEVICES INSTALLED SHALL BE PLUMB, EDGES PARALLEL TO WALLS, AND HAVING NO SCRATCHES OR DENTS. TAKE ALL MEASURES NECESSARY TO PROTECT NEW EQUIPMENT DURING THE COURSE OF CONSTRUCTION. b. MATERIALS SHALL BE NEW AND APPROVED FOR THE INTENDED USE. DEFECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED AS ACCEPTABLE TO CINGULAR. 3. SUBMITTALS PROVIDE RED —LINED AS —BUILT DRAWINGS DOCUMENTING EXACT ROUTING OF ALL CONDUITS. 4. WARRANTY THE ELECTRICAL CONTRACTOR SHALL REMEDY, AT HIS OWN EXPENSE, ANY FAILURE OF THE WORK (INCLUDING EQUIPMENT) FOR A PERIOD OF ONE YEAR, TO CONFORM TO CONTRACT SPECIFICATIONS AND DRAWINGS. THIS SHALL INCLUDE ANY DEFECT OF MATERIAL OR WORKMANSHIP, AND ANY ADJUSTMENTS REQUIRED TO BE MADE FOR PROPER FUNCTIONING OF THE EQUIPMENT AND SYSTEMS. PRODUCTS I. RACEWAYS 0. ALL WIRING SHALL BE INSTALLED IN CONDUIT. b. CONDUIT INSTALLED OUTDOORS SHALL BE GALVANIZED RIGID METAL CONDUIT WITH GALVANIZED STEEL THREADED COUPLINGS AND CONNECTORS. C. CONDUITS INSTALLED INSIDE BUILDING SHALL BE ELECTRICAL METALLIC TUBING WITH STEEL COMPRESSION FITTINGS. d. JUNCTION AND PULL BOXES SHALL BE PROVIDED WHERE SHOWN AND WHERE REQUIRED TO FACILITATE THE PULLING AND SUPPORT OF CONDUCTORS AND CABLES. RACEWAY INSTALLATION e. USE PIPE STRAPS OR INDIVIDUAL HANGERS FOR SUPPORTING INDIVIDUAL CONDUITS. CHAIN, WIRE, OR PERFORATED STRAP SHALL NOT BE USED TO SUPPORT OR FASTEN CONDUITS. f. THE TOTAL RADII OF BENDS IN A CONDUIT SHALL NOT EXCEED 360 INSTALL HANDHOLES AS REQUIRED. 9• HANDHOLES SHALL BE COMPOSITE, UL- LISTED, MANUFACTURED BY QUAZITE/STRONGWELL: 1. 11"X 18" SERIES PC 2. 24"X 36" SERIES PG 2. CONDUCTORS 0. SHALL BE AWG COPPER, SOLID THROUGH #10. b. SHALL HAVE 600 VOLT THWN/THHN INSULATION. 3. METER BASE SHALL BE UTILITY -APPROVED 120/240V 10 3W 300A METER 4. SERVICE DISCONNECT SWITCH 0. SHALL BE SERVICE -RATED, 240/120 VOLTS, 400 AMP b. PROVIDE (2) 300 AMP RKI FUSES HAVING AN A.I.C. RATING of 200K. CONTRACTOR SHALL VERIFY WITH POWER COMPANY THAT THE FAULT CURRENT DOES NOT EXCEED 200,000 A.I.C. C. SHALL HAVE A NEMA 3R ENCLOSURE. 5. ANTI -OXIDATION COMPOUND SHALL BE BURNDY "PENETROX-E" OR THOMAS & BETTS KOPR-SHIELD, 6. LABELS SHALL BE ENGRAVED LAMACOID PLASTIC HAVING 1/2" HIGH LETTERS AND ADHESIVE BACKING. BILL OF MATERIALS MARK ITEM QTY. DESCRIPTION REMARKS CONDUIT 4" SCHEDULE 40 PVC CONDUIT 3" SCHEDULE 40 PVC CONDUIT 2" SCHEDULE 40 PVC CONDUIT 1" SCHEDULE 40 PVC CONDUIT 4" RMC (RIGID METAL CONDUIT) CONDUIT 2" RMC (RIGID METAL CONDUIT) CONDUIT 3" RMC (RIGID METAL CONDUIT) CONDUIT 1" RMC (RIGID METAL CONDUIT) CONDUCTOR 350 kcmil AWG 600V THWN/THHN CONDUCTOR #2 AWG BARE TINNED SOLID COPPER WIRE CONDUCTOR; #2 AWG 600V THWN/THHN CONDUCTOR' #2 AWG 600V GREEN THHN GROUND WIRE CONDUCTOR' #4 AWG 600V THWN/THHN CONDUCTOR; #8 AWG 600V THWN/THHN CONDUCTOR; #10 AWG 600V SOLID THWN/THHN CONDUCTOR #12 AWG 600V SOLID THWN/THHN 1 KWH METER BASE 240 VOLT SINGLE PHASE 300 AMP UTILITY —APPROVED 2 DISCONNECT SWITCH 240 VOLT 2—POLE SOLID NEUTRAL 400 AMP SERVICE RATED NEMA 3R 3 FUSES 200,000 A.I.C. RATED 4, PANEL PD 240/120V 1 PHASE 3W WITH (2) 300A MAIN CIRCUIT BREAKERS NOTE 1. 5 GENERATOR RECEPT. REVERSE SERVICE 120/240V 1 PHASE 4W 300A, APPLETON CAT. NO. AJA40144-400—RS NOTE 2. , 6 TELCO CABLE 60' 4—PAIR CAT.5 DIRECT BURIAL, RODENT RESISTANT. ANIXTER CATALOG NO. F-04P24BPN-5E, SUPERIOR C 04-601-55, 24-4P OUTSIDE PLANT CABLE 5E, DBL JCKT FILLED CABLE 7 TELCO CABLE 60' 25—PAIR CAT.5 DIRECT BURIAL, RODENT RESISTANT, ANIXTER CATALOG NO. E-002524AFO-5, SPERIOR C 04-097-37, 24-25P EXCHANGE CABLE PE-39, CAT 5 SOLID FILLED CORE CACSP, RODENT 8 TELCO PULL LINE 60' WAXED 9 ALARM BLOCK TYPE 66-133-50 ALARM WIRING BLOCK GROUND BAR 1/4"X 4" X 20" COPPER WITH INSULATORS AND MOUNTING BRACKETS GROUND BAR 1/4"X 2" X 12" COPPER WITH INSULATORS AND MOUNTING BRACKETS LUG TINNED COPPER TWO HOLE LONG BARREL COMPRESSION GROUND ROD 5/8"X 10' LONG COPPER —CLAD STEEL GROUND TEST WELL PVC WITH LID (DETAIL 6/E-4) 10 SURGE TRAPEZE MTS WIRELESS PART AT—K306—U LABELS ENGRAVED PLASTIC (LAMACOID) ADHESIVE LABELS WITH 1" HIGH LETTERING 11 C—TAP COPPER COMPRESSION TAP — MANUFACTURER: HARGER, INC., SERIES CT REMARKS NOTE 1. PROVIDED AND NOTE 2. NOT PROVIDED INSTALLED IN PREMANUFACTURED SHELTER WITH SHELTER; CONTRACTOR TO PROVIDE ABBREVIATIONS A AMPERE AFF ABOVE FINISH FLOOR AGB ANTENNA GROUND BAR AIC ASYMMETRICAL INTERRUPT CURRENT C CONDUIT CGB COAX GROUND BAR EMT ELECTRICAL METALLIC TUBING GFI GROUND FAULT INTERRUPTING G GROUND kVA KILOVOLT -AMPERE KW KILOWATT MCB MAIN CIRCUIT BREAKER MGB MAIN GROUND BAR NEC NATIONAL ELECTRICAL CODE NTS NOT TO SCALE P POLE 0 PHASE RMC RIGID METAL CONDUIT S/N SOLID NEUTRAL V VOLT VA VOLT-AMPERE W WIRE \ I/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: Xcingular WIRELESS W F� PROJECT NO: 1086.084 DESIGNER: A.L.S. ENGINEER: A.L.S. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: ELECTRICAL NOTES, PLAN AND DETAIL SHEET NUMBER: E-1 POWER UNIT WITH INTEGRAL MAINS, TRANSFER SWITCH, TVSS, AND PANELBOARD TELCO BOARD 0 CINGULAR SHELTER ON CONCRETE PAD 11 E NORMAL SOURCE 300A MAIN BREAKER PANEL PD EMERGENCY SOURCE 300A MAIN BREAKER (3) 350 kcmil + #4G IN 4" RMC (E) METER PAK 120/240V 10 3W 4 POSITIONS (E) TRANSFER SWITCH AND GENERATOR RECEPTACLE ` I I -- L- --- - (E) SUPPORT FRAME FACING FENCE - REVERSE SERVICE GENERATOR - - RECEPTACLE 2;i 5 CINGULAR 240V 3P 400A FUSIBLE SERVICE DISCONNECT SWITCH - UTILITY -APPROVED 120/240V 10 3W 400A METER j O CINGULAR I (3) 350 kcmil IN I 3" GALVANIZED RMC L I (E) VERIZON CELL SITE CABINET CONDUIT INSTALLATION REQUIREMENTS TO BE DETERMINED AT SITE WALK WITH POWER COMPANY REPRESENTATIVE I � GRADIE GRADE I I TRANSITION TO I I GALVANIZED RMC I j ABOVE GRADE (TYPICAL) I I (3) 350 kcmil + #4G IN 4" PVC II L----------------------------------------------------------------------J I I I I I I I I I I IL-------------------------------------------------------------------------------- i I I I I I I I -------------------------- I I I I CINGULARL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TELCO CABLES 300A 120/240V 10 3W IN6 4' PVC FEEDER IN 4" PVC 8 UTILITY DIAGRAM , SCALE: N.T.S. E-2 CELL REFERENCE GROUND BAR _\ 9 CCT. 4 6 1,3 TELCO BUS 3#6+ #10G TELCO BOARD BTS BTS BTS BTS IN 3/4"C LIGHTINING ARRESTOR TELCO RACK TRAPEZE KIT 6 (DETAIL 1/E-4) F_ CCT. 5 F CCT. 5 CCT. 5 CCT. 5 PANEL PD' 4) 4"X 4" WIREWAY 240/120V 10 3W 300A SECURED TO CEILING 7 (DIAGRAM 3/E-2) (8) 2-LAMP FLUORESCENT LIGHT SWITCH LUMINAIRES CCT. 5 F CCT. 5 CCT. 5 CCT. 5 CCT. 5 EXIT SIGN AND BATTERIES BATTERY PACK WITH HEADS 8,10 32 6 THE FOLLOWING ITEMS SHOWN IN PLAN 2/E-2 ARE INCLUDED, PRE -INSTALLED IN SHELTER: 1. PANEL PD 2. LUMINAIRES AND THEIR CONTROLLERS (SWITCHES, PHOTOCELLS) 3. RECEPTACLES 4. MAIN GROUND BAR 5. TELCO RACK, BACKBOARD, AND GROUND BUS 6. PVC SLEEVES THROUGH SHELTER WALLS AS INDICATED 2" . 4" 7. AIR CONDITIONING UNITS 8. HYDROGEN ALARM AND WIRING BLOCK 9. SMOKE ALARM AND WIRING BLOCK NOTE: 1. BRANCH CIRCUITS SHALL BE 2#12+ #12 GROUND IN 3/4" EMT UNLESS NOTED OTHERWISE. NUMBERS ADJACENT TO DEVICES INDICATE CIRCUIT NUMBER FROM PANEL PD. 2. (2) HVAC UNITS SHALL BE MADE OPERABLE AND TESTED PRIOR TO CINGULAR EQUIPMENT INSTALLATION 'SHELTER PLAN - ELECTRICAL 2 SCALE: 1/2" - 1'-O" E-2 \0\ AC-1 SEE NOTE 2 FOR ELECTRICAL STARTUP i AC-2 -3#6+ #10G IN 3/4"C 9' _ TELCO RACK - FUTURE FUTUREI BTS TYCO BAY CABINET BTS 10 PANELBOARD 4' � I (2) STACKED BATTERY RACKS L- - EQUIPMENT PLAN r3 SCALE: 3/8" = 1'-O" E-2 i Or 4" TELEPHONE 12" CONDUIT 6„ MIN. (TYP.) SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS FINISHED GRADE - MATCH SLOPE AND THICKNESS OF EXISTING CONDITIONS BURIED CONDUIT TRENCH POWER AND TELEPHONE SCALE: N.T.S. COMPACTED BACKFILL WITH 'SATISFACTORY NATIVE OR IMPORTED SOIL UNDISTURBED SOIL UTILITY WARNING RIBBON BACKIFILL (SAND OR NATIVE SOIL) PER ASTM STANDARDS 4" POWER CONDUIT 4" POWER CONDUIT (E) UTILITY TRANSFORMER A PANEL -PD 120/240 VOLTS 1 PHASE 3 WIRE 300 AMP MCB DESCR PION AMPS K R K T 0 A 0 B K T K R AMPS DESCRIPTION HVAC #1 28 50 1 28.0 _ _. , 2 20 SPARE 28 3 30.4 4 20 2.4 TELCO RECEPTACLE INTERIOR LIGHTS 8.3 20 5 14.7 `.;':; '; 6 20 6.4 INTERIOR RECEPTACLES GFI RECEPTACLE 1.2 20 7 ` = 29.2 8 50 28 HVAC #2 RECTIFIER #1 11.0 30 9 39.0 '; 10 28 30 RECTIFIER #2 RECTIFIER #3 11.0 30 13 22.0 14 11.0 11.0 15 22.0 16 30 11.0 RECTIFIER #4 RECTIFIER #5 11.0 30 17 22.0 .` 18 11.0 11.0 19 22.0 20 30 11.0 RECTIFIER #6 RECTIFIER #7 11.0 30 21 22.0 22 11.0 11.0 23 22.0 24 30 11.0 RECTIFIER #8 RECTIFIER #9 11.0 30 25 22.0 26 11.0 11.0 27 22.0 28 30 11.0 RECTIFIER #10 EXTERIOR LIGHT 1.2 20 29 7.2 30 11.0 SMOKE DETECTOR 0.5 20 31 1.7 32 20 1.2 INTERIOR RECEPTACLES SPARE 20 33 34 20 SPARE SPACE - 35 36 - SPACE SPACE - 37 38 - SPACE SPACE - 39 40 - SPACE SPACE - 41 ': 42 - SPACE PHASE TOTALS: 181.9 171.3 AMPS 21.8 20.6 kVA PANEL PD CAPACITY: 72kVA; PANEL PD CONNECTED LOAD: 42.2 kVA 42.2 kVA x 1.25 = 52.8 kVA THE CONNECTED LOAD DOES NOT EXCEED PANEL PD'S CAPACITY PANELBOARD NOTES 1. PANELBOARD: PREMANUFACTURED MODULAR UNIT CONTAINING: o. LOAD CENTER b. TRANSFER SWITCH c. (2) 300 AMP MAIN CIRCUIT BREAKERS \ I/ c(p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: ��Q�.�1F•.A1..7"f� rye � ,;�°. Xcingular WIRELESS PROJECT NO: 1086.084 DESIGNER: A. L. S. ENGINEER: A.L.S. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD. GORE, VA 22637 TI TLE: UTILITY DIAGRAM, SHELTER PLANS, AN PANEL SCHEDULE SHEET NUMBER: E-2 GROUND WIRING d MONOPOLE BASE SCALE: N.T.S. NEW GROUNDING ELECTRODE SYSTEM St(,: I IUN A I t;ALiLt tN I KY IN I U bHtL 1 tK / 3 SCALE: N.T.S. SHELTER EXTERIOR GROUNDING SCALE: N.T.S. TYP. #6 FROM COAXIAL CABLE GROUNDING KITS #6 FROM CPS GROUNDING KIT 0 0 0 0 0 0 0 0 0 0 0 0 0 #2 EXOTHERMICALLY WELDED TO BAR - ELEVATION — 20" BARE #2 DOWN TO CINGULAR GROUND RING 1' 364° o 0 0 0 0 0 0 0 0 0 0 0 0 0 *1 3/4" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 (TYP.) GROUND BAR HOLE CONFIGURATION 2" 2" HOLE FOR MOUNTING BRACKETS NOTES: 1. GROUND BAR IS PROVIDED WITH SHELTER. 2. GROUND BAR IS MOUNTED BELOW CABLE ENTRY PANEL ON SHELTER EXTERIOR. CABLE ENTRY GROUND BAR DETAILS SCALE: N.T.S. #6 FROM ICEBRIDGE #6 FROM CABLE ENTRY PANEL INSULATORS ON MOUNTING BRACKETS GROUNDING NOTES 1. #6 INSULATED GROUND WIRES ARE PROVIDED WITH COAXIAL CABLE GROUND KITS. 2. ALL EXTERIOR GROUND CONNECTIONS SHALL BE EXOTHERMIC WELDS ("CADWELDS") • UNLESS NOTED OTHERWISE (LUGS TO GROUND BARS AND ICEBRIDGE) 3. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 4. BONDING CONNECTIONS TO THE ICE BRIDGE SHALL BE MADE WITH 2-HOLE LUGS AND #6 GREEN -INSULATED COPPER WIRE. 5. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH CARBOMASITIC 15 PAINT. 6. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED BARE COPPER ("BTCW") UNLESS OTHERWISE INDICATED. 7. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" DIAMETER 10-FT. LONG, AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 8. CONNECTIONS TO THE GROUND BARS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BARS ARE PERMITTED. 9. 90° BENDS IN THE GROUNDING CONDUCTORS SHALL NOT BE ALLOWED. 10. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATION FOR FACILITY GROUNDING, USIING FALL OF POTENTIAL METHOD. RESISTANCE SHALL BE TESTED PRIOR TO CONNECTING ANY CINGULAR GROUND WIRES TO EXISTING RINGS OR ADJACENT METAL OBJECTS. 1-1 BOND STEEL MOUNT TO GROUND BAR WITH #2 FOR FUTURE ANTENNA 3-3 a `, POSITION 2 \ 1-3 \GROUND �� �`� GROUND BAR BAR y 3-2 AIR TERMINAL PROVIDED WITH MONOPOLE -- 3-1 PROPOSED CINGULAR ANTENNAS, TYPICAL #2 WIRE FROM SUPPORT PIPE TO GROUND BAR (TYPICAL) #2 INSULATED GROUND 2-2 WIRE FROM EACH GROUND BAR TO GROUND BAR AT MONOPOLE BASE N OTE: ORIENTATION OF PLATFORM VARIES. LAYOUT SHOWN TO ILLUSTRATE GROUND BAR LOCATIONS AND CONNECTIONS. COAXIAL CABLE GROUNDING PLAN AT ANTENNA SCALE: 3/8"=1'-O" \ I/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION RI 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 09-27-05 REVISED CONSTRUCTION 11-07-05 COUNTY COMMENTS SEAL: L r I,p( r HASSAN M. MA RASHU 029751 LpNAL 1 2 3 Xcingular WIRELESS w PROJECT NO: 1086.084 DESIGNER: A.L.S. ENGINEER: A.L.S. SCALE: 0 112 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: GROUNDING ELEVATIONS AND SECTION SHEET NUMBER: E-3 VIEW FROM INSIDE COAXIAL COAXIAL COAXIAL COAXIAL COAXIAL COAXIAL CABLE CABLE CABLE CABLE CABLE CABLE CEILING INTERIOR (HALO) GROUND TMA GROUND TMA GROUND TMA GROUND TMA GROUND TMA GROUND TMA GROUND RING KIT KIT KIT KIT KIT KIT 1/4" ALL -THREAD - -- -- - - # 6 #6 #2 #2 # 6 #6 #2 6 #6 #2 #2 # #6 #6 #2 #6 #6 #2 #2 #6 #6 LENGTH AS REQUIRED NON -DIRECTIONAL (TYPICAL FOR 2) SPLICE SECTOR 1 SECTOR 2 SECTOR 3 ANTENNA GROUND BAR ANTENNA GROUND BAR ANTENNA GROUND BAR JUMPER FI u�I ANTENNA PROVIDE (2) MOLDED 8 POLYESTER FIBER - VERTICAL BAR THROUGH GLASS INSULATORS WHICH THE SURGE PROTECTORS ARE POKED ARRESTOR TRAPEZE KIT -- (MTS WIRELESS I - SURGE PROTECTOR PART AT-K306-U # ) (TYPICAL) o 0 - HATCHPLATE o ,may o zz ®i o o ® TWO -HOLE - CONNECTOR (TYPICAL) - - CELL REFERENCE GROUND BAR T1 I I MOUNTED ON BRACKETS WITH STAND-OFF INSULATORS ® A #2 AWG SOLID COPPER WIRE - ROUTED TO OUTSIDE SHELTER AND BONDED TO GROUND RING RFS SURGE PROTECTOR MODEL 716-UC90-05 COAX -1/2" JUMPER TO rti EQUIPMENT (1) OF (3) VERTICAL BARS COMPRISING — AT-K306U TRAPEZE KIT SECTION NOTE: RFS SURGE PROTECTOR IS MOUNTED ON CABLE PORT SIDE OF VERTICAL BAR LIGHTNING ARRESTOR MOUNTING SECTION (VIEWED FROM INSIDE SHELTER) 10 SCALE: N.T.S. 24" APPROX. 2" — 6° COAXIAL CABLE JUMPER CABLE L RF CABLEWAVE WEATHERPROOFING KIT COAXIAL CABLE #6 AWG STRANDED COPPER GROUND WIRE GROUND KIT PROVIDED WITH STANDARD GROUNDING KIT AND CONNECTED TO GROUND BAR NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND. ALWAYS DIRECT GROUND KIT WIRE DOWNWARD TO GROUND BAR. ANTENNA CABLE GROUND KIT DETAIL SCALE: N.T.S. 3/4" WASHED STONE NOTES: 1. "BCW" INDICATES AWG BARE TINNED SOLID COPPER WIRE. © BLACK -INSULATED GROUND WIRE IS PROVIDED WITH GROUND KITS. © PROVIDE GREEN -INSULATED #6 FROM TMAs TO GROUND BARS �2 PROVIDE GREEN -INSULATED #2 COAXIAL 6 CABLE GROUND KITS (6) COAXIAL CABLE COAXIAL C BEFORE BEND GROUND KITS GROUND K 6 #6 6 #6 GROUND BAR AT GROUND BAR BELOW #6 INSULF BASE OF MONOPOLE CABLE ENTRY INTO SHELTER #2 BCW #2 BCW #2 BTCW NEW MONOPOLE #2 BTCW CINGULAR ANTENNA DOWN TO GROUND RING GROUND RING GROUND WIRE DIAGRAM SCALE: N.T.S. NON -DIRECTIONAL BONDING TO SHELTER INTERIOR HALO GROUND RING SCALE: N.T.S. HAND -REMOVABLE PVC COVER #2 BTCW #2' BTCW r=: CELL REFERENCE GROUND BAR INTERIOR GROUNDING NOTES REFER TO SHELTER SHOP DRAWINGS TO VERIFY GROUNDING CONNECTIONS PROVIDED FACTORY -INSTALLED WITH SHELTER. INTERIOR GROUND RING ("HALO") IS FACTORY -INSTALLED, #2 GREEN -INSULATED STRANDED COPPER WIRE. #6 BONDING JUMPER SHALL BE PROVIDED TO BOND THE FOLLOWING ITEMS TO THE HALO GROUND RING: a. METAL ENCLOSURES OF RADIO EQUIPMENT b. METAL ENCLOSURES OF PANELBOARD PD c. DOORFRAME d. AC LOUVERS e. TELCO BUSS f. TELCO RACK g. CABLE LADDER h. CABLE ENTRY PANEL i. SURGE PROTECTOR TRAPEZE - S/S NUT S/S LOCK WASHER EXOTHERMIC WELDS MOUNTING PIPE BONDED TO GROUND BAR WITH INSULATED #2 TMA BONDED TO GROUND BAR WITH INSULATED #6 GROUND BAR MOUNTED BELOW ANTENNA TO STEEL PLATFORM WITH INSULATORS 1 PER SECTOR #2 INSULATED GROUND WIRE TO GROUND BAR AT BASE OF MONOPOLE CONNECTION OF GROUND WIRES TO ANTENNA GROUND BAR SCALE: N.T.S. #2 TO GROUND ELECTRODE SYSTEM FENCE BONDING DETAIL SCALE: NTS. FENCE POST APPLY CARBOMASTIC 15 PAINT OVER CADWELD EXOTHERMICALLY WELD #2 BTCW TO POST 10" X 36" PVC SOIL ------ — — — -- ---- PIPE WITH 1"X 8" #2 AWG BARE SOLID SLOTS FOR WIRES WIRE PIGTAIL GROUND BAR ` LABEL--- S/S FLAT WASHER . � HEAT SHRINK • S/S BOLT #2 BARE TINNED SOLID LUG NOTES: COPPER GROUND WIRE GROUND ROD - BURIED 30" BELOW GRADE 1. ALL HARDWARE IS 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS. C-TYPE COPPER COMPRESSION TAP CONNECTS TWO COPPER CONDUCTORS 2. ALL HARDWARE SHALL BE S/S 3/8-INCH DIAMETER OR LARGER. TOGETHER COMPRESSED WITH A HYDRAULIC CRIMP TOOL. MANUFACTURER: HARGER, INC., SERIES CT. 3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON -TOOTH NO SUBSTITUTES WILL BE ACCEPTED. WASHER BETWEEN LUG AND STEEL AND COAT ALL SURFACES WITH ANTI -OXIDIZATION COMPOUND PRIOR TO MATING. GROUND TEST WELL DETAIL SCALE: N.T.S. LUG DETAIL SCALE: TO SCALE C-TAP BONDING CONNECTION 11 SCALE: N.T.S. \f/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION - 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: Xcingular WIRELESS wF�i PROJECT NO: 1086.084 DESIGNER: A.L.S. ENGINEER: A.L.S. SCALE: 0 �2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: GROUNDING DETAILS AND SECTION SHEET NUMBER: E-4 a low I n Lilar g WIRELESS GENERAL NOTES 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE CONSTRUCTION MANAGER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWING/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATION UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 13. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 14. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED BY THE CONSTRUCTION MANAGER. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE PROJECT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUBCONTRACT THIRD PARTY INSPECTION SERVICES TO SWEEP TEST TRANSMISSION LINES, INSPECT CONSTRUCTION WORK ON TOWERS/MONOPOLES, CERTIFY ANTENNA AZIMUTHS, ANTENNA HEIGHT (AGL), TEST GROUNDING, VERIFY SUBGRADE CAPACITY, CONCRETE STRENGTH (TOWER FOUNDATIONS ONLY) AND REBAR/CONCRETE PLACEMENT. THIRD PARTY INSPECTION SERVICE CONTRACTORS SHALL BE APPROVED BY CINGULAR WIRELESS. 17. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF CINGULAR WIRELESS ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME: WILD ACRES SITE NUMBER. 1726 226 STONEY HILL RD. GORE, VA 22637 DRIVING DIRECTIONS: VICINITY MAP FROM INTERSECTION OF 1-81 AND RT. 37 AT EXIT 310; PROCEED NORTH ON ROUTE 37 APPROX. 5.3 MILES TO THE INTERSECTION OF RT. 37 AND RT. 50. PROCEED WEST ON RT. 50 APPRX. 8.9 MILES TO REACH RT. 688. PROCEED EAST ON RT, 688 FOR APPROX. 0.25 MILES TO A GRAVEL ACCESS ROAD ON THE RIGHT AND FOLLOW IT FOR 0.13 MILES. 688 �! 684 F�PF 50 �'SI TE z 0 �a FT-1 �P o° 679 50 600 �NDigN TRUE NORTH SYMBOLS AND ABBREVIATIONS ADJ ADJUSTABLE MECH MECHANICAL SPOT ELEVATION APPROX APPROXIMATE MFR MANUFACTURER CAB CABINET MGB MAIN GROUND BAR CENTERLINE CLG CEILING MIN MINIMUM CONC CONCRETE MTL METAL R PLATE CONT CONTINUOUS NIC NOT IN CONTRACT CJ CONSTRUCTION JOINT NTS NOT TO SCALE DIA DIAMETER OC ON CENTER DETAIL DWG DRAWING OPP OPPOSITE SHT HEET NUMBER EGO EQUIPMENT GROUND BAR SF SQUARE FOOT EA EACH SHT SHEET G GROUND WIRE ELEC ELECTRICAL SIM SIMILAR EL ELEVATION SS STAINLESS STEEL COAXIAL CABLE EQ EQUAL STL STEEL EQUIP EQUIPMENT TOC TOP OF CONCRETE EXT EXTERIOR TOM TOP OF MASONRY ANTENNA FF FINISHED FLOOR TOS TOP OF STEEL GA GAGE TYP TYPICAL GALV GALVANIZED VIF VERIFY IN FIELD GB GROUND BAR UON UNLESS OTHERWISE NOTED GC GENERAL CONTRACTOR WWF WELDED WIRE FABRIC GRND GROUND W/ WITH LG LONG & AND LLH LONG LEG HORIZONTAL @ AT MAX MAXIMUM �" y lifii a � �ry,t f G^ jyy SHEET INDEX T-1 TITLE SHEET C-1 SITE PLAN C-2 EROSION CONTROL PLAN A-1 COMPOUND LAYOUT AND MONOPOLE ELEVATION S-1 STRUCTURAL NOTES, SECTIONS, PLANS AND DETAILS S-2 STRUCTURAL DETAILS S-3 SHELTER FOUNDATION DETAILS S-4 ANTENNA SCHEDULE AND NOTES E-1 ELECTRICAL COMPOUND PLAN, DETAIL, AND PILL OF MATERIALS E-2 UTILITY DIAGRAM, SHELTER PLAN AND PANEL SCHEDULE E-3 GROUNDING ELEVATIONS AND SECTION E-4 GROUNDING DETAILS AND SECTIONS PROJECT DESCRIPTION 1. INSTALL 6 PANEL ANTENNAS ON NEW 195' HIGH MONOPOLE. (3 FUTURE) 2. INSTALL 11-6"x20' EQUIPMENT SHELTER INSIDE EXISTING 70'x70' COMPOUND - (TOTAL DISTURBED AREA = t 680 SQUARE FT.). 3. PROVIDE NEW ELECTRICAL SERVICE FROM EXISTING DEMARK POINT. 4. PROVIDE TELCO SERVICE FROM EXISTING DEMARCATION POINT. 5. RUN ANTENNA SIGNAL AND GROUNDING CABLES. OWNER/PARCEL: NANCY L. & KENNETH C. POOLE JR. APPLICANT: CINGULAR WIRELESS 6273 NORTHWEST PIKE 7150 STANDARD DR. GORE, VA 22637 HANOVER, MD 21076 LATITUDE: N 39' 16' 0.4" LONGTITUDE: W 78° 18' 5.1" DEVELOPER: CINGULAR C/O WFI, INC. MAGISTERIAL DISTRICT: GAINESBORO 7150 STANDARD DR. JURISDICTION: FREDERICK COUNTY HANOVER, MD 21076 CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY ARCHITECT/ENGINEER: JOHN CABOT GOUDY ZONING: RA (RURAL AREA) ENTREX COMMUNICATION SERVICES DEED/PAGE: 934/ 634 1575 1 STREET N.W., SUITE 350 WASHINGTON, D.C. 20005 LEASED AREA: 230 SQFT PHONE: (202) 408-0960 DISTURBED AREA: NONE (WITHIN COMPOUND LIMITS) OWNER REPRESENTATIVE FREDERICK COUNTY ZONING ADMINISTRATOR APPROVALS NAME NAME SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE DATE \ I/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: 44P �,rVfl v �? HASSAI, , X4A,,.RA ,t­,' r.I 2975 0 NAIL Xcingular WIRELESS W F� PROJECT NO: 1086.084 DESIGNER: R.K. ENGINEER: C.G. SCALE: 0 1 /2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: TITLE SHEET SHEET NUMBER: T-1 EBENEZER E 2 \ Do 0 .N 'SITE 6111 ADJOINERS MAP VICINITY MAP SCALE: 1 = 1000 SCALE: 1 = 4000 TRUE NORTH TRUE NORTH ADJOINERS LIST: MAP 28A PARCEL "165 I-OLE, NANCY L & KENNETH C JR ZONED RA USE: RESIDENTIAL MAP 28-A PARCEL 165B POOLE, KENNETH C JR ZONED RA USE: RESIDENTIAL MAP 28A PARCEL 165A °(-)CjLE, NANCY L & KENI`,,IETH C JR ZONED RA USE: RESIDEPJTIAL MAP 28-A PARCEL 164 ADAMS, CHARLES FRANKLIN ZONED RA USE: RESIDENTIAL MAP 28-A PARS_El_ 1 61 C ADAMS_ THEODORE J SR ZONED RA USE: RESIDENTIAL MAP 28-A PARCEL 170 MCKEE, CHARLOTTE BUTLER Z0IvJEL' RA USE: AGRICULTURAL MAP 28A PARCEL 157 LUTTRELL, ISAAC L & DIAHE L ZONED RA USE: AGRICULTURAL MAP 28-A PAP( -EL 33 HUNT, GARY R &_ SHEILA J ZONED B_ USE: COMMERCIAL C1 MAP 28-A PARCEL 132 MAYHEW, RAYMOND H ZONED RA USE: AGRICULTURAL 10 MAP 28-A PARCEL 131 MAYHEW, RAYMOND H & E JEAN ZONED RA USE: AGRICULTURAL MAP 28-A PAPFIEL "130 P!=;OLE, NANCY L & KEh11`dETH C JR ZONED RA USE: AGRICULTURAL MAP 28-A PARCEL 129 DOVE, EDWARD W & LINDA L TRUSTEES ZONED RA USE: AGRICULTURAL 13 MAP 28-A PARCEL 129F DOVE, EDWARD W & LINDA L TRUSTEES ZONED RA USE: AGRICULTURAL (VACANT LAND) 4 MAP 28-A PARCEL 166 SHUGAAR, ANTONY DAVID & LISA LYTTON ZONED RA USE: RESIDENTIAL 2) MAP 28-A PARCEL 167B MILLER, JUDITH P & JAMES I ZONED RA USE: AGRICULTURAL (VACANT LAND) MAP 28-A PARCEL 170 MC6<EE, CHARLOTTE BUTLER ZONED RA USE: AGRICULTURAL 522 .i / ti / (E) SETBACK LINE *41 -OPT �01 CHARLES KENNETH POOLE, SR. TAX PARCEL 28-A-165A / D.B. 779 PG. 699 ZONED RA \ 3.03794 AC. / / \ C� -51°c 2 (E) PROPERTY LINE, TYP. CHARLES KENNETH POOLE, SR. - -- - TAX PARCEL 28-A-165 (E) ENTRANCE �\ V`.�� D.B. Z380 ONEDPRA579 .� 121.960 AC. POTOMAC EDISON COMPANY��'� EASEMENT FOR POWER LINE 1\ D.B. 441 PG. 784 \ (E) GRAVEL DRIVE (E) 12' GRAVEL ROAD CHARLES KENNETH POOLE, SR. TAX PARCEL 28—A-165B 9 D.B. 746 PG. 1243 ZONED RA \ 5.000 AC. \ \ \ 1 / S5O �00� SITE PLAN SCALE: 1" = 60' TRUE NORTH I i (E) WOODED AREA r 1 r- I (E) 12'-0" GATE 1p I i— (E) CONCRETE PAD (E) VERIZON SHELTER (E) MONOPOLE (E) SILT FENCE "/ \ XTO BE REMOVE � BY SHENTEL (E) 8' CHAIN LINK FENCE + �"';,0 WITH BARBED WIRE J0 PROPOSED 195 MONOPOLE BO BE INSTY SHENTEALLED 00/ moo ,y6 .o. PROPOSED CINGULAR SHELTER s 9n SETBACK TABLE NORTH SIDE f127.6' WEST SIDE t600.0' SOUTH SIDE t1300.0' EAST SIDE f461.1' NOTE: 1. THE ORIGINAL SITE PLAN FOR THIS DEVELOPMENT WAS CREATED MAY 21, 1998. 2. THIS DRAWING PREPARED FROM INFORMATION TAKEN FROM DRAWING PREPARED BY ANDERSON & ASSOCIATES, INC. DATED NOV. 13, 1997, REVISED MAY 21, 1998, TITLED "A PORTION OF POOLE PROPERTY TO BE LEASED BY SHENANDOAH MOBILE COMPANY (TWR084 - BOWLING GREEN RIDGE)." \ I/ ce entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: 1V:LT11 I Ir O� c� U 'F HASSANI Vv MARASF-?L[ ta:n. 029751 Os c-, IoN,�, Xcingular WIRELESS PROJECT NO: 1086.084 DESIGNER: J.D.S. ENGINEER: C.G. SCALE: 0 112 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: SITE PLAN SHEET NUMBER: C-1 1, SET THE STAKES, EXISTING - -V� UTILITY TRANSFORMER EXISTING - _ ACCESS DRIVE / d EXISTING 12 GATE - a PROPOSED UNDERGROUND POWER CONDUIT / 6 GENERATOR PLUG d EXISTING ELECTRICAL d d - - FRAME EXISTING LIGHTPOLE s r r r I FUTURE CARRIER t -v lod -Iod Iod I P P P PROPOSED SILT FENCE -o 0 o a T T— LIMIT OF DISTURBANCE I r r 0 o. I PROPOSED 11'-6"x20' CINGULAR CSI SHELTER ��g EXISTING STRONGWELL BOX PROPOSED UNDERGROUND TELCO CONDUIT EXISTING 8'x10' CONCRETE PAD BY SHENTEL EXTEND ICEBRIDGE TO NEW MONOPOLE (BY OTHERS) --PROPOSED _ ICEBRIDGE L; (ANTENNA ED GPS SEE 3/S-1 �' S-2 - PROPOSED SHENTEL 10'x16' CONCRETE PAD INSIDE 12'x22' a - LEASE AREA (BY OTHERS) POI-- - AS POI - AS Poi - EXISTING 8' HIGH CHAIN LINK FENCE TOTAL LIMIT OF DISTURBANCE = ±680 SQUARE FT. COMPOUND LAYOUT PLAN , SCALE: 3/16" = 1'-0" C-2 TRUE NORTH 3, STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATE SOIL. A o 3' MAX r B -1 I_ r r r r r POINTS A SHOULD BE HIGHER THAN POINT B SILT FENCE DETAILS 2 SCALE: 1 /8"=1'-O" C-2 r I EARTH EXCAVATION NOTES 1. EXCAVATED MATERIAL SHALL BE USED AS BACKFILL WHEREVER POSSIBLE. BACKFILL MATERIAL SHALL BE OF A QUALITY SUITABLE TO THE ENGINEER AND FREE OF EXCESS ORGANIC MATTER AND BOULDERS. I 2. BACKFILL SLOPES SHALL BE STEPPED OR SERRATED AND PROCEED IN SIX (6) INCH r LIFTS. 3. EACH LAYER SHALL BE COMPACTED BY MECHANICAL TAMPERS OR OTHER APPROVED I MEANS TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY FOR DEVELOPED AREAS, EXISTING VERIZON AND NINETY (90) PERCENT MAXIMUM DENSITY FOR UNDEVELOPED AREAS AS 12'x28' SHELTER MEASURED BY A.A.S.H.T.O. T-99. I 4. COMPACTION TESTING SHALL BE MADE BY AN OWNER APPROVED MATERIALS TESTING FIRM AND THE RESULTS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE DESIGN ENGINEER FOR APPROVAL. TESTS SHALL BE CONDUCTED AT THE RATE OF ONE TEST PER 50 CY OF FILL OR 2 TESTS PER FILL AREA WHICHEVER IS GREATER. r 5. THE BACKFILL SHALL BE PROPERLY GRADED TO BLEND WITH THE EXISTING GROUND AND DRAIN PROPERLY. 6. CONTRACTOR TO NOTE TO APPLY ORANGE SAFETY AROUND ALL TREES. i ADJUTST SILT FENCE AS NEEDED TO ALLOW FOR SAFETY FENCE. r r r -- GENERAL EROSION AND SEDIMENT CONTROL NOTES r LINETYPES LILIIT OF CIS 11F,El I Iod Iod Iod SF SF SF 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO LATEST STANDARDS AND SPECIFICATIONS FOR SEDIMENT AND EROSION CONTROL. 2. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAT 30 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING, AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED. 3, ALL SEDIMENT AND CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN LAND DISTURBANCE. 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF THE SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IMMEDIATELY. 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE OR AND APPROVED COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. 6. STOCKPILES OF SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE. 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST, INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC. 8, EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY. 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTRUBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. '/ ca entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE j DESCRIPTION REV. 03-22 05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAID. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: 0� AiTN Op L� r •p 41 HASSAN �A. NIARASH!,4 No. 029751 Xcingular WIRELESS W F� PROJECT NO: 1086.084 DESIGNER: J.D.S. ENGINEER: C.G. SCALE: 0 1 2 1 IY GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TI TLE: EROSION CONTROL PLAN SHEET NUMBER: C-2 0 O I 1 EXISTING - ---- ----- UTILITY TRANSFORMER— EXISTING a ACCESS DRIVE TOP OF TOWER SH ELPROP�OSOED /a EXISTING 12' GATE -- PROPOSED UNDERGROUND /a /a � � � - POWER CONDUIT -tea / ----- --- ------ ___--------- _____ � ----------------------.___------ _----------- _________ CL OF PROPOSED a / � 1 EL. ±180.0' GENERATOR PLUG - /a EXISTING a ELECTRICAL d d d d -d Ll FRAME EXISTING LIGHTPOLE -- EXISTING /STRONGWELL BOX � 0 O a 0 I FUTURE PROPOSED UNDERGROUND CARRIER I TELCO CONDUIT EXISTING 8'x10' 1 = CONCRETE PAD 1 - 4' EXISTING ICEBRIDGE— -I - P i1 v F PROPOSED 11'-6"x2O' CINGULAR CSI SHELTER (BUILDING HEIGHT 10'-011), SEE SHEET S-3 T T- T- T- T TJ / E1 A-1 PROPOSED 195' - EXISTING MONOPOLE ICEBRIDGE TO BE INSTALLED \ \ EXISTING MONOPOLE BY SHENTEL - TO BE REMOVED BY SHENTEL - EXTEND ICEBRIDGE TO NEW MONOPOLE (BY OTHERS) � 4PROPOSED ICEBRIDGE PROPOSED CPS SEE 3/S-1 - ANTENNA I SEE 1/S-2 -PROPOSED SHENTEL 10'x16' _ _ _ __ CONCRETE PAD INSIDE 12'x22' LEASE AREA (BY OTHERS) L L ICI I EXISTING VERIZON 12'x28' SHELTER 10 —O sp \ -EXISTING 8' HIGH 37 —0 y CHAIN LINK FENCE 70'-0" COMPOUND LAYOUT PLAN 1 SCALE: 3/16" = 1'-O" A-1 TRUE NORTH CONDITIONS OF CONDITIONAL USE PERMIT #24-04, FOR A 199 FT. COMMERCIAL TELECOMMUNICATIONS FACILITY. JANUARY 12. 2005: o' i CV 1. ALL FREDERICK COUNTY ZONING ORDINANCE REQUIREMENTS AND REVIEW AGENCY COMMENTS SHALL BE ADDRESSED AND COMPILED WITH AT ALL TIMES. 2. THE TOWER SHALL BE AVAILABLE FOR COLLOCATIING 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 MONTHS OF ABONDMENT OF OPERATION. 5. IN THE EVENT A TELECOMMUNICATIONS TOWER IS NOT ERECTED WITHIN TWELVE MONTHS OF THE APPROVAL OF THIS CONDITIONAL USE PERMIT, THE CONDITIONAL USE PERMIT WILL BE DEEMED TO BE INVALID. 5. THE EXISTING TELECOMMUNICATIONS TOWER MUST BE REMOVED 90 DAYS AFTER THE START OF CONSTRUCTION OF THE NEW 199—FOOT TELECOMMUNICATIONS FACILITY. 7. A CERTIFIED VIRGINIA ENGINEER SHALL PROVIDE VERIFICATION THAT THE TOWER IS DESIGNED AND WILL BE CONSTRUCTED IN A MANNER THAT, SHOULD THE TOWER COLLAPSE FOR ANY REASON, THE COLLAPSED TOWER WILL BE CONTAINED IN AN AREA AROUND THE TOWER, WITH A RADIUS EQUAL TO OR LESSER THAN THE SETBACK, MEASURED FROM THE CENTER LINE OF THE BASE OF THE TOWER. 8. TOWER MUST BE LIGHTED TO THE SPECIFICATIONS OF THE WINCHESTER REGIONAL AIRPORT, 0 i O r- 0 0 of 09 1 1 GROUND LEVEL REF. EL. 0.0' -PROPOSED SHENTEL ANTENNAS MONOPOLE ELEVATION E, SCALE: 3/32"=1'—O" A-1 VAS W T, HIGH -ENCE '28' .LTER ` I/ c9 entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: 'fir `�. AN M. MARASh .I N:,, 029751 f Xci ngular WIRELESS PROJECTNO- 1086.084 DESIGNER: W.A./K.H. ENGINEER: C.G. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: COMPOUND LAYOUT AND MONOPOLE ELEVATION SHEET NUMBER: A-1 STRUCTURAL NOTES 1. DESIGN REQUIREMENTS PER VIRGINIA UNIFORM STATEWIDE BUILDING CODE AS SUPPLEMENTED BY 2000 USBC (WITH 2O02 AMENDMENTS) WITH CROSS REFERENCE TO THE 20DO IBC AND THE ASCE 7-98 STANDARD. THE BASIC WIND SPEED UTILIZED FOR DESIGN IS 90 MPH (3 SECOND GUST) IN ACCORDANCE WITH THE USBC. 2. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASURE- MENT AND FROM THE EXISTING STRUCTURAL DRAWINGS. THE GENERAL CON- TRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. 3. THE GENERAL CONTRACTOR AND HIS SUBCONSULTANTS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK. 4. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE. 5. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.1-96. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E70XX. 7. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8 INCH MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHER- WISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 8. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES, CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 9.NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION 10. STRUCTURAL DESIGN LOADS: - GROUND SNOW LOAD = 30 PSF - BASIC WIND SPEED = 9OMPH (3 SECOND GUST) 11. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND ACI 301, AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi (U,O.N). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL, UNLESS OTHERWISE NOTED. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. 12. CONCRETE SHALL BE 4 TO 6% AIR ENTRAINED. 13. THE CONTRACTOR SHALL OBTAIN 2 TEST CONCRETE CYLINDERS PER TRUCK LOAD. TEST RESULTS OF 7 DAY AND 28 DAY BREAKS SHALL BE FURNISHED TO THE ENGINEER. 14. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60. DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 15. EXISTING SOIL CONDITIONS AT SITE SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND ALLOWABLE SOIIL BEARING SOIL BEARING CAPACITY SHALL BE CONFIRMED TO BE 3000 PSF MINIMUM UNLESS NOTED OTHERWISE. 16. NO WELDING, CUTTING OR DRILLING SHALL BE PERMITTED ON STRUCTURAL STEEL MATERIALS ONCE GALVANIZED. 17. ALL FIELD CUTS OF NON STRUCTURAL MATERIALS, WAVEGUIDE SUPPORT CHANNEL, UNISTRUT, KENDORF, ETC. AS WELL AS ALL DAMAGED GALVANIZING SHALL BE TREATED WITH TWO COATS OF CARBOMASTIC 15. Q 1-1 ate' I SECTOR -3 G AMM A� AZ.240' MICROFLECT TRI-BRACKET - ---- PROPOSED CINGULAR ANTENNAS, TYP. 2-3/8"0 x 5'-6" LG PIPE ANTENNA MOUNTING LAYOUT SCALE: 1 /2"=1'-O" RUN CABLES UP INSIDE 4 MONOPLE , 10'-0" MAX. - TRUE NORTH MICROFLECT B2961 SPLICE KIT PROPOSED GPS ANTENNA, SEE 1/S-2 SECTION 3 SCALE: 3/8"=1'-0" S-1 2-1 MICROFLECT B3010 SUPPORT AMA - 0 Ln r- MICROFLECT B3015 ICE BRIDGE SUPPORT POST FINISH GRADE 1 z 1 CONCRETE FOUNDATION - -- - COAXIAL CABLE EXIT - PORT (TYPICAL OF 3) COAXIAL CABLE HOIST GRIP ATTACHED TO J-BOLT INSIDE MONOPOLE ANTENNA SECTION SCALE: 3/4"=1'-0" 1'-6"0 MICROFLECT B3013 STEEL PIPE CAP ICE BRIDGE SUPPORT POST SECTION SCALE: 1"=1'-O" MICROFLECT B2734 BRIDGE CHANNEL - FUTURE CABLES MICROFLECT B1890 TRAPEZE SUPPORT KIT © 4'-0" O.C. I 2'- 0" DETAIL 5 SCALE: 1"=1'-O" S-1 COAXIAL CABLES W/ SNAP -IN ANCHORS 1/2"0 GPS CABLE \ I/ (P entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: 0 �FAiTFa01, O� U HASSAt 4.�f1. r' l4or 0297 X cingular WIRELESS W F� PROJECT NO: 1086.084 DESIGNER: K.H. ENGINEER: H.M. SCALE: 0 12 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: STRUCTURAL NOTES, SECTIONS, PLANS AND DETAILS SHEET NUMBER: S-1 CPS ANTENNA, MICROFLECT B3013 SEE 2/S-2 -� �' STEEL PIPE CAP 1-1/2" O.D. PIPE 1-5/8" UNISTRUT CHANNEL x 8" LG W/ 1-1/4"0 HOLE WITH 3/4" MAX DEEP NOTCH DRILLED IN ANGLE - OR PIPE SADDLE CLAMP - -3/4"0 THREADED CPS ANTENNA — ROD (GALV) TYP ° 10 3/4 i� 10 3/4 - 5/8"0 HOLE 1/8 V PLAN ANTENNA CABLES CPS ANTENNA - 7/16" 0 HOLES A 3 MAX MAX CABLE HANGER - FUTURE �_-- BRACKET - LMU ANTENNA 1-1/2" O.D. PIPE \ \— L2x2x1/2" (GALV) ICE BRIDGE SUPPORT POST - #6 GROUND WIRE ' COAX GROUND KIT TO CADWELD ON POST OR LUG ON GROUND BAR _ ANTENNA SUPPORT PIPE FINISH GRADE 2, O„ ELEVATION CONCRETE NOTES: FOUNDATION 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE CPS ANTENNA. 2. ALL CPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD CPS BEFORE FINAL LOCATION OF CPS ANTENNA. 1'-6" O _ 3. THE WEIGHT OF ANTENNA MOUNT IS 2 LBS. ICE BRIDGE SUPPORT POST SECTION 11 4. CPS AND LMU ANTENNA, AND ANTENNA MOUNT SHALL BE PROVIDED BY OEM. SCALE: 1"=1'-O" s-2 FUTURE GPS LMU ANTENNA SUPPORT 2 SCALE: 1 1 /2"=1'-O" S-2 \1/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 03-22-05 04-22-05 05-11-05 07-29-05 DATE SUBMITTALS DESCRIPTION REV. 90% CONSTRUCTION 95% CONSTRUCTION 100% CONSTRUCTION REVISED RAID. CENTER 1 09-27-05 11-07-05 REVISED CONSTRUCTION COUNTY COMMENTS 2 3 SEAL: fol (HAS SA.1:N<?, l''Z.9" 5 v< cingular WIRELESS W F� PROJECT NO: 1086.084 DESIGNER: K.H ENGINEER: H.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD. GORE, VA 22637 TITLE: STRUCTURAL DETAILS SHEET NUMBER: S-2 21'-0" 6" 6„ L6x4x3/8 CLIP ANGLE (TYP. 4 LOCATIONS) I- � I -SHELTER ABOVE I � I � � 6" CONCRETE SLAB REINFORCED PREFABRICATED WITH 6x6 - W2.902.9 WWF, SEE SHELTER 3/4"0 S.S. HILTI EXPANSION 04 BOLTS (INSTALL W/ TEFLON `-' WASHER) 6" L6"x4"x3/8"x6" LONG GALVANIZED ANGLE (SEE DETAIL), TOP OF SLAB EL. = 330.60' (BROOM FINISH W/ 1" CHAMFER EDGE) � - x +x x xCN I s L6"x4"x3/8" (GALVANIZED) I k � vv/yvvvvvv/vvjy ` ;y,vv CLIP ANGLE DETAIL \/ FOUNDATION PLAN , SHELTER ATTACHMENT DETAIL SCALE: 1/2"=1'-O" S-3 SCALE: 1" = 1'-O" 2 S-3 6x6xW2.9 W.W.M. 6" THICK CONC. SLAB CONFORMING TO OVER 5 MIL POLY VAPOR 6" CRUSHED ROCK ASTM A-185 BARRIER (#57 STONE) a FINISH GRADE �\ + —x x x x a x PREFABRICATED SHELTER PFEL� 600 OR EQUAL­ 1/2" NEOPRENE FILLER 8" CRUSHED 5'x5'x6" 3000 PSI SHELTER FLOOR x ROCK ��y CONCRETE STOOP l \� �VA%�� CONCRETE FOUNDATION " 3 4CHAMFER 6x6 — W2.9xW2.9 / 1 FT SLOPE " 4 / / ON EDGES WIRE MESH (BROOM FINISH) FINISH GRADE 1 X -X X x X X w� a +� x x x x 2 - #5 CONTINOUS LAP SPLICE 2'-6" �? ; \/./%; . i .�i�\i\\\i'� \ \ AS REQUIRED 3" CRUSHED STONE NOTE: FOOTING SHALL BEAR ON SOILS APPROVED FOR 3000 PSF ALLOWABLE BEARING PRESSURE. NOTE: (POSITION STOOP CENTERED IN FRONT OF SHELTER DOOR OPENING.) FOUNDATION SECTION CONCRETE STOOP DETAIL 3 4 SCALE: 1" = V—O" S-3 SCALE: 1" = 1'—O" S-3 \1/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 04-22-05 90% CONSTRUCTION 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAID. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: HASSAN aef.. \4AR ::'a•"t.l I4o.029751lp 0�� ONAI Xcingular WIRELESS w F� PROJECT NO: 1086.084 DESIGNER: K.H. ENGINEER: --H.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: SHELTER FOUNDATION DETAILS SHEET NUMBER: S-3 CABLE SCHEDULE AND RF SYSTEM DF9GN PLAN SECTOR ANTENNA POSITION MAKE MODEL RAID CTR. FT. AOL AZIMUTH COAX SIZE, IN. APPROX. LENGTH TAPE COLOR 1 #1 KATHREIN-SCALA AP14/17-880/1940/088D/ADT/XXP 180' 00 1 5/8" 200'± TBD 1 #2 FUTURE 180' 00 1 5/8" 200'± TBD 1 #3 KATHREIN-SCALA AP14/17-880/1940/088D/ADT/XXP 180' 00 1 5/8" 200'± TBD 2 #1 KATHREIN-SCALA AP14/17-880/1940/088D/ADT/XXP 180' 1200 1 5/8" 200'± TBD 2 #2 FUTURE 180' 120° 1 5/8" 200'± TBD 2 #3 KATHREIN-SCALA AP14/17-880/1940/088D/ADT/XXP 180 1200 1 5/8" 200'± TBD 3 #1 KATHREIN-SCALA API 4/17-880/1940/088D/ADT/XXP 180' 2400 1 5/8" 200'± TBD 3 #2 FUTURE 180, 2400 1 5/8" 200'± TBD 3 #3 KATHREIN-SCALA API 4/17-880/1940/088D/ADT/XXP 180' 2400 1 5/8" 200'± TBD CPS (MOUNTED ON ICE BRIDGE POST) 1 /2" 15'± # OF ANTENNAS PER SECTOR: 3 (INSTALL 2, RESERVE 1) (4) TOWER MOUNTED AMPLIFIERS PER SECTOR FUTURE LMU ANTENNA NEW EQUIPMENT: YES EQUIPMENT SHELTER SIZE: 11'-6"x20'-0" BIL OF MATERIALS SITE N0: 1726/WILD ACRES QUANTITY APPROX. LENGTH APPROX. TOTAL RESPONSIBLE ITEM DESCRIPTION (EACH) (FEET ORDERED) (FEET ORDERED) PARTY ANTENNA, KATHREIN-SCALA CINGULAR I AP14/17-880/1940/088D/ADT/XXP 6 N/A N/A (CONTRACTOR INSTALLED) 1 5/8" COMMSCOPE COAX CONSTRUCTION 2 CABLE (CR 1873) 12 200 FT. 2400 FT. CONTRACTOR 3 COMMSCOPE CONNECTOR 24 N/A N/A CONSTRUCTION FEM CONTRACTOR 4 1/2" 4 FT. 12 N/A N/A CONSTRUCTION COMMSCOPE JUMPER CABLES CONTRACTOR 5 ANTENNA, CPS(TBD)CINGULAR 1 N/A N/A (CONTRACTOR INSTALLED) 1/2" COMMSCOPE COAX CONSTRUCTION 6 CABLE 1 40 FT. 40 FT. CONTRACTOR � 1/2" COMMSCOPE 2 N/A N/A CONSTRUCTION CONNECTOR CONTRACTOR 8 1/2" 8 FT. COMMSCOPE 12 N/A 144 FT. CONSTRUCTION BOTTOM JUMPERS CONTRACTOR 2 SECTOR 3 AZ. 240' 3 3 ANTENNA ORIENTATION SCALE; NOT TO SCALE MAGNETIC NORTH 4( TRUE NORTH TRUE NORTH \1/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: 4�e� LALT� co c2 HASSA_\7 r. 4lARASF?L[ >. 029751 ^1t�l�NAi. "t1�y Xcingular WIRELESS W F� PROJECT N0: 1086.084 DESIGNER: K.H. ENGINEER: H.M. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TI TLE: ANTENNA SCHEDULE AND NOTES SHEET NUMBER: S-4 CINGULAR UTILITY METER - 240V 2P 3W S/N 400A SERVICE DISCONNECT SWITCH SERVICE ENTRANCE GROUND ROD- - o .� ��i 'm EXISTING LIGHTPOLE FUTURE CARRIER (3) 350 kcmil + #4G IN 411 PVC QUAZITE BOX PP PP PP t-- G BOND FENCE POST TO RING PANI GROUND TEST WELL (DETAIL 6/E-4) GROUND RING 30" BELOW GRADE EXISTING — UTILITY TRANSFORMER-- Q -GENERATOR RECEPTACLE Q EXISTING 12' GATE EXISTING / 120/240V 10 3W FEEDER IN METER PAK 4" CONDUITS BELOW GRADE FROM _ Q / UTILITY DEMARCATION (NOTE 2.) Q EXISTING / ELECTRICAL 1 FRAME EXISTING SCS CABINET CINGULAR TELCO CABLES IN 4"C VI\VVIVV 1\II4V - CINGULAR ICEBRIDGE GPS - BOND HVAC UNITS WITH LUGS AND STAINLESS STEEL BOLTS EXISTING 8' HIGH CHAIN LINK FENCE -- - EXISTING ACCESS DRIVE - EXISTING 8'x10' CONCRETE PAD 1, EXISTING ICEBRIDGE L 1\ 1111U IYIVI'IVI VLL TO BE REMOVED G - EXTEND ICEBRIDGE TO NEW MONOPOLE r- EXISTING GROUND RING 30" BELOW GRADE PROPOSED SHENTEL EQUIPMENT ON CONCRETE PAD PLAN NOTES: 1. HAND DIG TRENCHES FOR POWER AND TELCO CONDUITS. 2, LOCATION OF UTILITY DEMARCATIONS TO BE DETERMINED WITH POWER COMPANY AND VERIZON REPRESENTATIVES AT A SITE MEETING AND WALK. COMPOUND LAYOUT PLAN- ELECTRICAL SCALE: 3/16" = 1'—O" TRUE NORTH EXISTING VERIZON 12'x28' SHELTER x x ELECTRICAL NOTES THE ELECTRICAL CONTRACT FOR CONSTRUCTING THIS PROJECT SHALL INCLUDE PROVISION OF ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE ,AND MAKE OPERABLE THE ELECTRICAL INSTALLATION SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN, BUT NOT LIMITED TO, THE FOLLOWING: 1. OBTAIN AND PAY FOR PERMITS ASSOCIATED WITH THE ELECTRICAL PORTION OF THIS CONSTRUCTION. 2. TEST, BALANCE, CLEAN, ADJUST, AND GUARANTEE ALL ELECTRICAL WORK IN THIS CONTRACT TO OPERATE SAFETY, PROPERLY AND CONTINUOUSLY. GENERAL REQUIREMENTS PRIOR TO SUBMITTING BID, VISIT THE SITE TO DETERMINE THE EXTENT OF WORK REQUIRED TO COMPLETE THE PROJECT AS SHOWN ON THE PLANS. IDENTIFY POSSIBLE CONFLICTS OBSERVED DURING VISIT AND SUBMIT, IN WRITING PRIOR TO SUBMITTING BID, CONDITIONS WHICH MAY PREVENT CONSTRUCTION OF ELECTRICAL WORK AS SHOWN ON THESE PLANS. NO ADDITIONAL CHARGE WILL BE ALLOWED FOR REMEDIATION OF FIELD CONDITIONS NOT IDENTIFIED THROUGH THIS PROCESS. 1. REGULATORY REQUIREMENTS WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (ARTICLE 70 OF THE NFPA), EDITION ACCEPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. QUALITY ASSURANCE a. ALL WORK SHALL BE PERFORMED WITH A MINIMUM OF DISTURBANCE TO EXISTING STRUCTURES AND SURROUNDING AREAS. THE DEVICES INSTALLED SHALL BE PLUMB, EDGES PARALLEL TO WALLS, AND HAVING NO SCRATCHES OR DENTS. TAKE ALL MEASURES NECESSARY TO PROTECT NEW EQUIPMENT DURING THE COURSE OF CONSTRUCTION. b. MATERIALS SHALL BE NEW AND APPROVED FOR THE INTENDED USE. DEFECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED AS ACCEPTABLE TO CINGULAR. 3. SUBMITTALS PROVIDE RED —LINED AS —BUILT DRAWINGS DOCUMENTING EXACT ROUTING OF ALL CONDUITS, 4. WARRANTY THE ELECTRICAL CONTRACTOR SHALL REMEDY, AT HIS OWN EXPENSE, ANY FAILURE OF THE WORK (INCLUDING EQUIPMENT) FOR A PERIOD OF ONE YEAR, TO CONFORM TO CONTRACT SPECIFICATIONS AND DRAWINGS. THIS SHALL INCLUDE ANY DEFECT OF MATERIAL OR WORKMANSHIP, AND ANY ADJUSTMENTS REQUIRED TO BE MADE FOR PROPER FUNCTIONING OF THE EQUIPMENT AND SYSTEMS. PRODUCTS 1. RACEWAYS a. ALL WIRING SHALL BE INSTALLED IN CONDUIT. b. CONDUIT INSTALLED OUTDOORS SHALL BE GALVANIZED RIGID METAL CONDUIT WITH GALVANIZED STEEL THREADED COUPLINGS AND CONNECTORS. C. CONDUITS INSTALLED INSIDE BUILDING SHALL BE ELECTRICAL METALLIC TUBING WITH STEEL COMPRESSION FITTINGS. d. JUNCTION AND PULL BOXES SHALL BE PROVIDED WHERE SHOWN AND WHERE REQUIRED TO FACILITATE THE PULLING AND SUPPORT OF CONDUCTORS AND CABLES. RACEWAY INSTALLATION e. USE PIPE STRAPS OR INDIVIDUAL HANGERS FOR SUPPORTING INDIVIDUAL CONDUITS. CHAIN, WIRE, OR PERFORATED STRAP SHALL NOT BE USED TO SUPPORT OR FASTEN CONDUITS. f. THE TOTAL RADII OF BENDS IN A CONDUIT SHALL NOT EXCEED 360°. INSTALL HANDHOLES AS REQUIRED. 9• HANDHOLES SHALL BE COMPOSITE, UL- LISTED, MANUFACTURED BY QUAZITE/STRONGWELL: 1. 11"X 18" SERIES PC 2. 24"X 3611 SERIES PG 2. CONDUCTORS a. SHALL BE AWG COPPER, SOLID THROUGH #10. b. SHALL HAVE 600 VOLT THWN/THHN INSULATION. 3. METER BASE SHALL BE UTILITY -APPROVED 120/240V 10 3W 300A METER 4. SERVICE DISCONNECT SWITCH 0. SHALL BE SERVICE -RATED, 240/120 VOLTS, 400 AMP b. PROVIDE (2) 300 AMP RKI FUSES HAVING AN A.I.C. RATING of 200K. CONTRACTOR SHALL VERIFY WITH POWER COMPANY THAT THE FAULT CURRENT DOES NOT EXCEED 200,000 A.I.C. C. SHALL HAVE A NEMA 3R ENCLOSURE. 5. ANTI -OXIDATION COMPOUND SHALL BE BURNDY "PENETROX-E" OR THOMAS & BETTS KOPR-SHIELD. 6. LABELS SHALL BE ENGRAVED LAMACOID PLASTIC HAVING 1/2" HIGH LETTERS AND ADHESIVE BACKING. BILL OF MATERIALS MARK ITEM QTY. DESCRIPTION REMARKS CONDUIT 4" SCHEDULE 40 PVC CONDUIT 3" SCHEDULE 40 PVC CONDUIT 2" SCHEDULE 40 PVC CONDUIT 1" SCHEDULE 40 PVC CONDUIT 4" RMC (RIGID METAL CONDUIT) CONDUIT 2" RMC (RIGID METAL CONDUIT) CONDUIT 3" RMC (RIGID METAL CONDUIT) CONDUIT 1" RMC (RIGID METAL CONDUIT) CONDUCTOR 350 kcmil AWG 600V THWN/THHN CONDUCTOR #2 AWG BARE TINNED SOLID COPPER WIRE CONDUCTOR #2 AWG 600V THWN/THHN CONDUCTOR #2 AWG 600V GREEN THHN GROUND WIRE CONDUCTOR #4 AWG 600V THWN/THHN CONDUCTOR #8 AWG 600V THWN/THHN CONDUCTOR #10 AWG 600V SOLID THWN/THHN CONDUCTOR' #12 AWG 600V SOLID THWN/THHN 1 KWH METER' BASE 240 VOLT SINGLE PHASE 300 AMP UTILITY -APPROVED 2 DISCONNECT SWITCH 240 VOLT 2-POLE SOLID NEUTRAL 400 AMP SERVICE RATED NEMA 3R 3' FUSES 200,000 A.I.C. RATED 4 PANEL PD 240/120V 1 PHASE 3W WITH (2) 300A MAIN CIRCUIT BREAKERS NOTE 1. ('5 GENERATOR RECEPT. REVERSE SERVICE 120/240V 1 PHASE 4W 300A, APPLETON CAT. NO. AJA40144-400-RS NOTE 2. (6' TELCO CABLE 60' 4-PAIR CAT.5 DIRECT BURIAL, RODENT RESISTANT. ANIXTER CATALOG NO. F-04P24BPN-5E, SUPERIOR C 04-601-55, 24-4P OUTSIDE PLANT CABLE 5E, DBL JCKT FILLED CABLE 7 TELCO CABLE 60' 25-PAIR CAT.5 DIRECT BURIAL, RODENT RESISTANT, ANIXTER CATALOG NO. E-002524AFO-5, SPERIOR C 04-097-37, 24-25P EXCHANGE CABLE PE-39, CAT 5 SOLID FILLED CORE CACSP, RODENT 8 ` TELCO PULL LINE 60' WAXED 9 ALARM BLOCK TYPE 66-83-50 ALARM WIRING BLOCK GROUND BAR 1/4"X 4" X 20" COPPER WITH INSULATORS AND MOUNTING BRACKETS GROUND BAR 1/4"X 2" X 1211 COPPER WITH INSULATORS AND MOUNTING BRACKETS LUG TINNED COPPER TWO HOLE LONG BARREL COMPRESSION GROUND ROD 5/8"X 10' LONG COPPER -CLAD STEEL GROUND TEST WELL PVC WITH LID (DETAIL 6/E-4) 10 SURGE TRAPEZE MTS WIRELESS PART AT-K306-U LABELS ENGRAVED PLASTIC (LAMACOID) ADHESIVE LABELS WITH 1" HIGH LETTERING 11; C-TAP COPPER COMPRESSION TAP - MANUFACTURER: HARGER INC., SERIES CT REMARKS NOTE 1. PROVIDED AND NOTE 2. NOT PROVIDED INSTALLED IN PREMANUFACTURED SHELTER WITH SHELTER; CONTRACTOR TO PROVIDE ABBREVIATIONS A AMPERE AFF ABOVE FINISH FLOOR AGB ANTENNA GROUND BAR AIC ASYMMETRICAL INTERRUPT CURRENT C CONDUIT CGB COAX GROUND BAR EMT ELECTRICAL METALLIC TUBING GFI GROUND FAULT INTERRUPTING G GROUND kVA KILOVOLT -AMPERE KW KILOWATT MCB MAIN CIRCUIT BREAKER MGB MAIN GROUND BAR NEC NATIONAL ELECTRICAL CODE NTS NOT TO SCALE P POLE 0 PHASE RMC RIGID METAL CONDUIT S/N SOLID NEUTRAL V VOLT VA VOLT-AMPERE W WIRE \ I/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: o4 HASSA1\7 4. NIARf!S,ILiLl No, 029751 a. A, xcingular WIRELESS W F� PROJECT NO: 1086.084 DESIGNER: A.L.S. ENGINEER: A.L.S. SCALE: 0 12 1 .p" GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: ELECTRICAL NOTES, PLAN AND DETAIL SHEET NUMBER: E-1 POWER UNIT WITH INTEGRAL MAINS, TRANSFER SWITCH, TVSS, AND PANELBOARD TELCO BOARD 9 CINGULAR SHELTER ON CONCRETE PAD N E L NORMAL SOURCE 300A MAIN BREAKER PANEL PD 4 EMERGENCY SOURCE 300A MAIN BREAKER (3) 350 kcmil + #4G IN 4" RMC (E) METER PAK 120/240V 10 3W 4 POSITIONS M (E) TRANSFER SWITCH AND GENERATOR RECEPTACLE M (E) SUPPORT FRAME FACING FENCE REVERSE SERVICE GENERATOR RECEPTACLE 240V 3P 400A FUSIBLE SERVICE DISCONNECT SWITCH UTILITY -APPROVED 120/240V 10 3W 400A METER JGULAR O INGULAR (3) 350 kcmil IN 3" GALVANIZED RMC I GRADE (E) VERIZON CELL SITE CABINET CONDUIT INSTALLATION REQUIREMENTS TO BE DETERMINED AT SITE WALK WITH POWER COMPANY REPRESENTATIVE y GRADE TRANSITION TO I I GALVANIZED RMC ABOVE GRADE (TYPICAL)-' I I I I I (3) 350 kcmil + #4G IN 4" PVC I I L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 17CINGULAR L - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j TELCO CABLES IN 4" PVC 300A 120/240V 10 3W 78FEEDER IN 4" PVC ) UTILITY DIAGRAM SCALE: N.T.S. CELL REFERENCE GROUND BAR 9' (fl)CCT. 4 d 1,3 10: TELCO BUS 3#6+ #1 OG TELCO BOARD BTS BTS BTS BTS IN 3/4"C Z- LIGHTNING ARRESTOR TELCO RACK TRAPEZE KIT 6 (DETAIL 1/E-4) T. 5 CCT. CCT. 5 CCT. 5 CCT. 5 -T-F PANEL PD4) 4"X 4" WIREWAY 240/120V 10 3W 300A SECURED TO CEILING 7 (DIAGRAM 3/E-2) (8) 2-LAMP FLUORESCENT (J) LIGHT SWITCH LUMINAIRES CCT. 5 CCT 5� CCT. 5:] CCT. 5 T CCT. 5 EXIT SIGN AND BATTERIES BATTERY PACK WITH HEADS 8,10 32 6 LT THE FOLLOWING ITEMS SHOWN IN PLAN 2/E-2 ARE INCLUDED, PRE -INSTALLED IN SHELTER: 1. PANEL PD 2. LUMINAIRES AND THEIR CONTROLLERS (SWITCHES, PHOTOCELLS) 3. RECEPTACLES 4. MAIN GROUND BAR 5. TELCO RACK, BACKBOARD, AND GROUND BUS 6. PVC SLEEVES THROUGH SHELTER WALLS AS INDICATED 12" 4" 7. AIR CONDITIONING UNITS 8. HYDROGEN ALARM AND WIRING BLOCK 9. SMOKE ALARM AND WIRING BLOCK NOTE: 1. BRANCH CIRCUITS SHALL BE 2#12+ #12 GROUND IN 3/4" EMT UNLESS NOTED OTHERWISE. NUMBERS ADJACENT TO DEVICES INDICATE CIRCUIT NUMBER FROM PANEL PD. 2. (2) HVAC UNITS SHALL BE MADE OPERABLE AND TESTED PRIOR TO CINGULAR EQUIPMENT INSTALLATION SHELTER PLAN - ELECTRICAL SCALE: 112" = l'-O" AC-1 /---SEE NOTE 2 FOR ELECTRICAL STARTUP AC-2 -3#6+ #10G IN 3/4"C TL I 9` TELCO RACK - -_ �[] FUTURE CABINET FUTUREr BTS TYCO BAY BTS E .1 10 PANELBOARD (2) STACKED BATTERY RACKS EQUIPMENT PLAN SCALE: 3/8" = l'-O" --FINISHED GRADE MATCH SLOPE AND THICKNESS OF EXISTING CONDITIONS N� .1N NN . . . . . . 4" TELEPHONE- 12" CONDUIT 6„ MIN (TYP.) SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS BURIED CONDUIT TRENCH POWER AND TELEPHONE SCALE: N.T.S. COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOIL UNDISTURBED SOIL UTILITY WARNING RIBBON BACKFILL (SAND OR NATIVE SOIL) PER ASTM STANDARDS 4" POWER CONDUIT 4" POWER CONDUIT (F) UTILITY TRANSFORMER (4PANEL-PD 120/240 VOLTS 1PHASE 3 WIRE 300 AMP MCB AMPS B R K T oDESCRIPTION A 0DESCRIPTION B K T B R AMPS HVAC #1 28 50 1 2 8. 0 2 20 SPARE - 28 - 3 30.4 4 20 2.4 TELCO RECEPTACLE INTERIOR LIGHTS 8.3 20 5 14.7 6 20 6.4 INTERIOR RECEPTACLES GFI RECEPTACLE 1.2 20 7 99.2 8 5,0 28 HVAC #2 RECTIFIER #1 11.0 30 9 39.0 10 28 11.0 22.0 12 1 30 11.0 RECTIFIER #2 RECTIFIER #3 11.0 30 13 22.0 14 11.0 11.0 - 15 1).0 2 L 16 30 11.0 RECTIFIER #4 RECTIFIER #5 11.0 30 17 22.0 1 18 11,0 11.0 - 19 22.0 200 11-0 RECTIFIER IER #6 RECTIFIER #7 11. 0 30 21 22.0 22 11.0 11.0 1 23 22,0 24 1 3011.0 RECTIFIER #8 RECTIFIER #9 11.0 30 25 22.0 26 11.0 11.0 - 27 22.0 28 30 11.0 RECTIFIER #10 EXTERIOR LIGHT . 12 20 29 7.2 - 30 11.0 SMOKE DETECTOR 0.5 20 31 1.7 32 20 1.2 INTERIOR RECEPTACLES SPARE 20 33 34 20 SPARE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPA - CE SPACE 41 42 SPACE PHASE TOTALS: 181.9 171.3 AMPS 21.8 20.6 kVA PANEL PD CAPACITY: 72kVA; PANEL PD CONNECTED LOAD: 42.2 kVA 42.2 kVA x 1.25 = 52.8 kVA THE CONNECTED LOAD DOES NOT EXCEED PANEL PD'S CAPACITY PANELBOARD NOTES 1. PANELBOARD: PREMANUFACTURED MODULAR UNIT CONTAINING: a. LOAD CENTER b. TRANSFER SWITCH c. (2) 300 AMP MAIN CIRCUIT BREAKERS f/ en rex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE I DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION -_ __ll - 05 -05 100% CONSTRUCTION 07-29-05 REVISED RAID. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: vO HASSA-N' N4A R ?40. 0297c- A 1 cingular X WIRELESS Foft PROJECT NO: 1086.084 DESIGNER: A.L.S. ENGINEER: A.L.S. SCALE: 0 ;2 1 %=001 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: UTILITY DIAGRAM, SHELTER PLANS, AND PANELSCHEDULE SHEET NUMBER: E-2 GROUND WIRING @ MONOPOLE BASE SCALE: N.T.S. NEW GROUNDING ELECTRODE SYSTEM 5tG I IUN AT GABLE ENTRY INTU SHELTER � 3 '� SCALE: N.T.S. SHELTER EXTERIOR GROUNDING SCALE: N.T.S. #6 FROM GPS GROUNDING KIT TYP. #6 FROM COAXIAL CABLE GROUNDING KITS #2 EXOTHERMICALLY WELDED TO BAR - ELEVATION BARE #2 DOWN TO CINGULAR GROUND RING 1" 2„ 344° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3/4° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2° 1 HOLE FOR MOUNTING (TYP.) GROUND BAR HOLE CONFIGURATION BRACKETS NOTES: 1. GROUND BAR IS PROVIDED WITH SHELTER. 2. GROUND BAR IS MOUNTED BELOW CABLE ENTRY PANEL ON SHELTER EXTERIOR, CABLE ENTRY GROUND BAR DETAILS SCALE: N.T.S. #6 FROM ICEBRIDGE #6 FROM CABLE ENTRY PANEL INSULATORS ON MOUNTING BRACKETS GROUNDING NOTES 1. #6 INSULATED GROUND WIRES ARE PROVIDED WITH COAXIAL CABLE GROUND KITS. 2. ALL EXTERIOR GROUND CONNECTIONS SHALL BE EXOTHERMIC WELDS ("CADWELDS") • UNLESS NOTED OTHERWISE (LUGS TO GROUND BARS AND ICEBRIDGE) 3. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 4. BONDING CONNECTIONS TO THE ICE BRIDGE SHALL BE MADE WITH 2-HOLE LUGS AND #6 GREEN -INSULATED COPPER WIRE. 5. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH CARBOMASITIC 15 PAINT. 6. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED BARE COPPER ("BTCW") UNLESS OTHERWISE INDICATED, 7. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" DIAMETER 10-FT. LONG, AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. 8. CONNECTIONS TO THE GROUND BARS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BARS ARE PERMITTED. 9. 90° BENDS IN THE GROUNDING CONDUCTORS SHALL NOT BE ALLOWED. 10. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATION FOR FACILITY GROUNDING, USING FALL OF POTENTIAL METHOD. RESISTANCE SHALL BE TESTED PRIOR TO CONNECTING ANY CINGULAR GROUND WIRES TO EXISTING RINGS OR ADJACENT METAL OBJECTS. 3-3 '1' 7 3-2 AIR TERMINAL PROVIDED WITH MONOPOLE 3-1 ,BOND STEEL MOUNT TO GROUND BAR WITH #2 FOR FUTURE ANTENNA POSITION 2 GROUND GROUND BAR BAR oa GROUND BAR i 2-3 - PROPOSED CINGULAR ANTENNAS, TYPICAL #2 WIRE FROM SUPPORT PIPE TO GROUND BAR (TYPICAL) ` #2 INSULATED GROUND 2-2 WIRE FROM EACH GROUND BAR TO GROUND BAR AT MONOPOLE BASE N OTE: ORIENTATION OF PLATFORM VARIES. LAYOUT SHOWN TO ILLUSTRATE GROUND BAR LOCATIONS AND CONNECTIONS. COAXIAL CABLE GROUNDING PLAN AT ANTENNA SCALE: 3/8"=1'-O" \ I/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV. 03-22-05 90% CONSTRUCTION 04-22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: V.LTIi r HASSAN MK k4ARA SP;r.j 029751 A� �iS � ,r•`� Xcingular WIRELESS PROJECT N0: 1086.084 DESIGNER: A.L.S. ENGINEER: A.L.S. SCALE: 0 1 /2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TI TLE: GROUNDING ELEVATIONS AND SECTION SHEET NUMBER: E-3 CEILING - 1/4" ALL -THREAD - LENGTH AS REQUIRED (TYPICAL FOR 2) PROVIDE (2) MOLDED POLYESTER FIBER GLASS INSULATORS - ARRESTOR TRAPEZE KIT (MTS WIRELESS PART #AT-K306-U) VIEW FROM INSIDE COAXIAL COAXIAL COAXIAL COAXIAL COAXIAL COAXIAL CABLE CABLE CABLE CABLE CABLE CABLE INTERIOR (HALO) GROUND TMA GROUND TMA GROUND TMA GROUND TMA GROUND TMA GROUND GROUND RING KIT KIT KIT KIT KIT KIT NON -DIRECTIONAL SPLICE f I VERTICAL BAR THROUGH WHICH THE SURGE PROTECTORS ARE POKED - _ I SURGE PROTECTOR (TYPICAL) 0 0 - — HATCHPLATE CELL REFERENCE GROUND BAR MOUNTED ON BRACKETS WITH TWO -HOLE - STAND-OFF INSULATORS CONNECTOR (TYPICAL) ® I®I #2 AWG SOLID COPPER WIRE — ROUTED TO OUTSIDE SHELTER AND BONDED TO GROUND RING 1-5/8" COAX RFS SURGE PROTECTOR MODEL 716-UC90-05 1/2" JUMPER TO EQUIPMENT (1) OF (3) VERTICAL BARS COMPRISING AT-K306U TRAPEZE KIT SECTION NOTE: RFS SURGE PROTECTOR IS MOUNTED ON CABLE PORT SIDE OF VERTICAL BAR LIGHTNING ARRESTOR MOUNTING SECTION VIEWED FROM INSIDE SHELTER) 10 SCALE: N.T.S. 24" APPROX. - 2" 6" COAXIAL CABLE JUMPER CABLE L RF CABLEWAVE- WEATHERPROOFING KIT COAXIAL CABLE #6 AWG STRANDED COPPER GROUND WIRE GROUND KIT PROVIDED WITH STANDARD GROUNDING KIT AND CONNECTED TO GROUND BAR NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND. ALWAYS DIRECT GROUND KIT WIRE DOWNWARD TO GROUND BAR. ANTENNA CABLE GROUND KIT DETAIL SCALE: N.T.S. 3/4" WASHED STONE 10" X 36" PVC SOIL PIPE WITH 1"X 8" SLOTS FOR WIRES — SECTOR 1 ANTENNA GROUND BAR NOTES: 1. "BCW" INDICATES AWG BARE TINNED SOLID COPPER WIRE. © BLACK -INSULATED GROUND WIRE IS PROVIDED WITH GROUND KITS. © PROVIDE GREEN -INSULATED #6 FROM TMAs TO GROUND BARS �2 PROVIDE GREEN -INSULATED #2 SECTOR 2 ANTENNA GROUND BAR 6 COAXIAL CABLE GROUND KITS BEFORE BEND 6 #6 GROUND BAR AT BASE OF MONOPOLE #2 BCW +—#2 BCW NEW MONOPOLE GROUND RING GROUND WIRE DIAGRAM SCALE: N.T.S. NON -DIRECTIONAL BONDING TO SHELTER INTERIOR HALO GROUND RING SCALE: N.T.S. HAND -REMOVABLE PVC COVER #2 BTCW SECTOR 3 ANTENNA GROUND BAR (6) COAXIAL CABLE GROUND KITS 6 #6 GROUND BAR BELOW CABLE ENTRY INTO SHELTER #2 BTCW F#GR BTCW CINGULAR UND RING #2 BTCW CELL REFERENCE GROUND BAR INTERIOR GROUNDING NOTES REFER TO SHELTER SHOP DRAWINGS TO VERIFY GROUNDING CONNECTIONS PROVIDED FACTORY —INSTALLED WITH SHELTER. INTERIOR GROUND RING ("HALO") IS FACTORY —INSTALLED, #2 GREEN —INSULATED STRANDED COPPER WIRE. #6 BONDING JUMPER SHALL BE PROVIDED TO BOND THE FOLLOWING ITEMS TO THE HALO GROUND RING: a. METAL ENCLOSURES OF RADIO EQUIPMENT b. METAL ENCLOSURES OF PANELBOARD PD c. DOOR FRAME d. AC LOUVERS e. TELCO BUSS f. TELCO RACK g. CABLE LADDER h. CABLE ENTRY PANEL i. SURGE PROTECTOR TRAPEZE w Odp�'o 00000 o0000 00o0o aoo0o 0"000 0 0°0 0 000 0 0°0 0 0° °000°ii --S/S NUT S/S LOCK WASHER (J r� MIN. GROUND ROD - #2 AWG BARE SOLID WIRE PIGTAIL #2 BARE TINNED SOLID COPPER GROUND WIRE BURIED 30" BELOW GRADE GROUND TEST WELL DETAIL SCALE: N.T.S. S/S FLAT WASHER LABEL --- S/S BOLT HEAT SHRINK - LUG NOTES: 1. ALL HARDWARE IS 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS. 2. ALL HARDWARE SHALL BE S/S 3/8-INCH DIAMETER OR LARGER. 3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON -TOOTH WASHER BETWEEN LUG AND STEEL AND COAT ALL SURFACES WITH ANTI -OXIDIZATION COMPOUND PRIOR TO MATING. LUG DETAIL SCALE: TO SCALE JUMPER FI ANTENNA COAXIAL C GROUND K #6 INSULI ANTENNA DOWN TO EXOTHERMIC WELDS MOUNTING PIPE BONDED TO GROUND BAR WITH INSULATED #2 TMA BONDED TO GROUND BAR WITH INSULATED #6 GROUND BAR MOUNTED BELOW ANTENNA TO STEEL PLATFORM WITH INSULATORS 1 PER SECTOR #2 INSULATED GROUND WIRE TO GROUND BAR AT BASE OF MONOPOLE CONNECTION OF GROUND WIRES TO ANTENNA GROUND BAR SCALE: N.T.S. FENCE POST APPLY CARBOMASTIC 15 PAINT OVER CADWELD EXOTHERMICALLY WELD #2 BTCW TO POST #2 TO GROUND ELECTRODE SYSTEM FENCE BONDING DETAIL SCALE: NTS. C—TYPE COPPER COMPRESSION TAP CONNECTS TWO COPPER CONDUCTORS TOGETHER COMPRESSED WITH A HYDRAULIC CRIMP TOOL. MANUFACTURER: HARGER, INC., SERIES CT. NO SUBSTITUTES WILL BE ACCEPTED. C-TAP BONDING CONNECTION 11 SCALE: N.T.S. \1/ (p entrex communication services, inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 SUBMITTALS DATE DESCRIPTION REV, 03-22-05 90% CONSTRUCTION 04_22-05 95% CONSTRUCTION 05-11-05 100% CONSTRUCTION 07-29-05 REVISED RAD. CENTER 1 09-27-05 REVISED CONSTRUCTION 2 11-07-05 COUNTY COMMENTS 3 SEAL: /f AL7N HASSAN M. MAR.ASNLt No, 029751 S;S j C Xcingular WIRELESS wF�i PROJECT NO: 1086.084 DESIGNER: A. L. S. ENGINEER: A. L. S. SCALE: 0 1 2 1 GRAPHIC SCALE IN INCHES WILD ACRES 1726 226 STONEY HILL RD, GORE, VA 22637 TITLE: GROUNDING DETAILS AND SECTION SHEET NUMBER: E -4