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HomeMy WebLinkAbout07-10 Design PlanJENERAL NOTES 1. FOR THE PURPOSE OF THE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER : GLOBAL TOWER, LLC CONTRACTOR : T.B.D. (CONSTRUCTION) 2. THE CONTRACTOR WHEN VISITING THE COMMUNICATION SITE SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND SHALL CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION, SINCE THE COMMUNICATION SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. THE SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 2006, LATEST EDITION. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA-70 THE NATIONAL ELECTRICAL CODE. 5. DRAWINGS PROVIDED FOR CONSTRUCTION ARE NOT TO BE SCALED 6. UNLESS OTHERWISE NOTED, THE WORK SHALL INCLUDE FURNISHING MATERIAL, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE PLANS. 7. THE CONTRACTOR SHALL INSTALL ALL MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. S. THE CONTRACTOR SHALL CONFIRM ACTUAL UTILITY ROUTING AND REFLECT THE ACTUAL ROUTE ON THE REDLINED DRAWINGS, 9. THE CONTRACTOR SHALL PROTECT THE EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT THE SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 10. THE CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF SCRAP MATERIALS OR ANY OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. 11. THE CONTRACTOR SHALL LEAVE PREMISES IN CLEAN AND TO IT'S ORIGINAL CONDITION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL PERMITS REQUIRED FOR CONSTRUCTION OF FENCES, INSTALLATION OF ANTENNAS, ICE BRIDGES, ETC- Lit TC. LitIIRIeY%ll,I9_lLlVA1111&]JI'I11[#Pl ELECTRIC UTILITY: TELEPHONE COMPANY: ALLEGHENY POWER SHENANDOAH TELEPHONE PHONE: 800-355-3445 PHONE: 800-743-6835 POLE NUMBER: 1094681 POLE NUMBER: 13/18/4 SPECIAL CONDITIONS 1. A STRUCTURAL ANALYSIS SHALL BE SUBMITTED FROM LICENSED STRUCTURAL ENGINEER CONFIRMING THE STRUCTURAL ADEQUACY OF THE TOWER AND FOUNDATION. GLOBAL TOWER, LLC VA5133 I.81 - MIDDLETOWN 250'SELF SUPPORT TOWER PROJECT INFORMATION SCOPE OF WORK: INSTALLATION OF A TOWER FOUNDATION, 250' SELF SUPPORT TOWER, 3 ANTENNAS, 6 RF TRANSMISSION LINES, EQUIPMENT SLAB ON GRADE, 2 COMMUNICATION EQUIPMENT CABINETS, SITE GROUNDING, CHAIN LINK FENCE, SITE IMPROVEMENTS, LANDSCAPING, ELECTRICAL AND TELEPHONE APPURTENANCES AND CONDUITS TO UTILITY REMARKS. SITE ADDRESS: 200 BRILL ROAD ( E911 ADDRESS ) STAR TANNERY, VA 22654 LATITUDE: N 39' 05' 45.976" LONGITUDE: W 78' 26' 58.845" ELEVATION: 1242.33" AMSL AT CL TOWER BASE JURISDICTION: FREDERICK COUNTY, VA USE GROUP: U (UTILTIY AND MISC.) ZONING: RA PARCEL ID: 69 -A -7F CURRENT USE: VACANT LAND / WOODED PROPOSED USE: TELECOMMUNICATION FACILITY LAND AREA: 10.01 ACRES PROJECT DIRECTORY PROPERTY OWNER: APPLICANT: ARCHITECT / ENGINEER ROBERT B. AND REGINA A. MARTIN GLOBAL TOWER, LLC ENTREX COMMUNICATIONS SERVICES, INC. 19 WEST FAIRFAX STREET 750 PARK OF COMMERCE BLVD 1575 EYE ST. NW BERRYVILLE, VA 22611 SUITE 300 WASHINGTON, DC 20005 BOCA RATON, FL 33487 CONTACT: MARC MARZULLO CONTACT: TIM DENNIS PHONE: (202) 408-0960 PHONF. (703 778-8400) FAX (202) 408-0961 APPLICABLE CODES AND STANDARDS ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE VIRGINIA STATEWIDE BUILDING CODE 2006 AND THE INTERNATIONAL BUILDING CODE 2006. THE TOWER DESIGN SHALL COMPLY WITH CHAPTER 15, 16 AND 31 OF THE IBC 2006. THE TOWER AND FOPUNDATION CONSTRCUTION SHALL BE SUBJECT TO THE PROVISIONS OF CHAPTER 17 OF THE IBC 2006. THE VIRGINIA STATEWIDE BUILDING CODE 2006 INTERNATIONAL BUILDING CODE 2006 TIA/EIA-222-F AND TIA/EIA-222-G NATIONAL ELECTRICAL CODE 2005 V, _U6, ©, L I R I UDY 61 9 t- Ile, S�QNAL ��C, - — APPROVAL LIST SITE ACS ZONING -- RE. CONSTR. MANAGER PROPERTY OWNER,/RE13� V_� DRAWING INDEX REV. T-1 TITLE SHEET AND GENERAL NOTES 1 Z-1 SITE PLAN 1 Z-2 COMPOUND PLAN AND TOWER ELEVATION 1 Z-3 ANTENNA MOUNTING DETAILS, SCHEDULE AND NOTES 1 Z-0 STE DETAILS 1 Z-5 EQUIPMENT CABINETS AND DETAILS 1 VICINITY MAP (8CALE:1-=10Wj DRIVING DIRECTIONS: FROM BETHESDA, MD: PROCEED ON 1-495 SOUTH TG 1-66 WEST. MERGE ONTO 1-66 WEST. TAKE EXIT 1A TO MERGE ONTO 1-81 SOUTH TOWARD ROAFIOKE. TAKE EXIT 296 FOR VA-48/VA-55 TOWARDS STRASBURG. FROM EXIT 296 1-81, PROCE'=D 10 2/10 MILES WEST ON HIGHWAY 55/48 TOWARDS WARDENVILLE, WV. TURN LEFT AT BRILL ?)AD, STATE ROUTE 603 AND PROCEED 200 YARDS AND MAKE A HARD RIGHT TURN. PROCEED 150 YARDS AND TURN LEFT TO ACCESS GATE. FOLLOW ACCESS ROAD APPROXIMATELY 900 FT TO THE SITE. �v I/ en t rex VA5133 GLOBAL TOWER, LLC TITLE SHEET AND GENERAL NOTES 1-81 - MIDDLETOWN 750 PARK OF COMMERCE BLVD., SUITE 300 1 08/02/10 ZONING VA M_M. M.M. communl :atlon services, Inc. 1575 Eye Street, N.W. Suite 350 200 BRILL ROAD (E911 ADDRESS) BOCA RATON FL 33487 0 07/15/10 ZONING R.K. M.M. M.M. WASHINGTON, D.C. 20005 STAR TANNERY, VA 22854 N0. DATE REVISIONS BY CHK APP JOB b'UMBER DRAWING NUMBER REV PHONE: (202)408-0960 FAX: (202)408-0961 SCALE: AS SHOWN DESIGNED: CG DRAWN: WA O't5.C14 T-1 0 F— S I t VICINITY MAP SCALE: 1"=1000' ME MORIN SITE PLAN NOTES 1.) SITE NAME: 1-81 MIDDLETOWN 2.) THIS IS NOT A BOUNDARY SURVEY AND IS NOT TO BE USED FOR THE TRANSFER OF PROPERTY. 3.) THE SUBJECT PARCEL INFORMATION; OWNER: ROBERT B. AND REGINA A. MARTIN PREMISES ADDRESS: 200 BRILL ROAD (E911 ADDRESS) STAR TANNERY, VA 22654 MAILING ADDRESS: 19 WEST FAIRFAX STREET BERRYVILLE, VA 22611 COUNTY: FREDERICK COUNTY PIN: 69 A 7F ZONING: RA USE: VACANT 4.) THE RECORDED REFERENCES FOR THE SUBJECT PARCEL ARE AS FOLLOWS: INSTRUMENT YEAR: 2004 INSTRUMENT #: 15768 AREA: 10.01 ACRES 5.) THE DATUM'S ARE NAD 83 AND NAVD 88, AND THE BEARING BASE IS STATE GRID. 6.) NO UNDERGROUND UTILITIES HAVE BEEN LOCATED, THE PRESENCE OFANY SUCH UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR BEFORE CONSTRUCTION. 7.) NO WETLANDS HAVE BEEN DEFINED AND ANY AREAS SHOWN AS MARSH, PONDS OR DITCHES ARE DONE SO FROM VISIBLE SURFACE FEATURES AND IN NO WAY CONSTITUTE A DEFINED WETLAND. 8.) THE FLOOD ZONE OF THE PROPOSED TOWER IS AS FOLLOWS; FLOOD ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN. Sou RCE,FEMA FLOOD MAP FOR FREDERICK COUNTY, VA. COMMUNITY PANEL NUMBER 510063 0300D. REVISED. SEPTEMBER 2, 2009, 9.) THE DATA COLLECTED AND SHOWN ON THIS DRAWING ARE FOR THE PURPOSES OF CONSTRUCTION OF A CELLULAR TOWER FACILITY, ANY NECESSARY ANCILLARY EQUIPMENT AND ALL APPROPRIATE EASEMENTS. 10.) NO UNRECORDED EASEMENTS ARE SHOWN ON THIS. SURVEY AND IT IS POSSIBLE THAT SUCH EASEMENTS IMPACT THE SITE. 11.) THIS PROPERTY IS SUBJECT TO ALL MATTERS OF PUBLIC RECORD. 12.) THE LOCATION OF THE PROPOSED TOWER IS AS FOLLOWS; THE VALUES LISTED BELOW ARE WITHIN 150' HORIZONTAL AND 120' VERTICAL. LATITUDE: NORTH 39' 05' 45.976" LONGITUDE: WEST 78' 28' 58.845" ELEVATION: 1242.33' AMSL GROUND AT CENTER OF TOWER 13.) THE EXISTING EXISTING 8 FT ACCESS DRIVEWAY ALONG THE NORTH PROPERTY LINE TO BE IMPROVED TO 12 FT WIDTH. 14.) OLD BRILL ROAD IS AN EXISTING VDOT RIGHT OF WAY WHICH IS NOT MAINTAINED. LOUIS E. LACARIA PARCEL ID: 69 A 6 ZONING: RA DEED BOOK: 698, PAGE 885 USE: RESIDENTIAL DIANE A. JACKSON PARCEL ID: 69 A 71 ZONING: RA INSTRUMENT t 06-0022276 USE: RESIDENTIAL GRAPHIC SCALE i IN FEET ) I inch = 50 It, SITE PLAN SCALE I"= 50' Z-1 50' W `,'C� VA5133 entrex 1-81-MIDDLETOWN GLOBAL TOWER, LLC commuMeatlon s6NVIC9S, Inc. 200 BRILL ROAD E911 ADDRESS 750 PARK OF COMMERCE BLVD., SUITE 300 1575 Eye Street, N.W. Suite 350 ) BOCA RATON, FL 33487 WASHINGTON, D.C.20005 STAR TANNERY, VA 22654 PHONE: (202)408-0960 FAX: (202)408-0961 ,1 �e 10" 161 Tv <, i. :ISTING ACCESS 12' GAT � .Ar .,fes DENNISH PARCEL CEL ID: 699 A A 7E ZONING: RA sv i= DEED BOOK: 936, PAGE 1808 J $o „, USE: VACANT on A n LEGEND ® FOUND PROPERTY CORNER Q BENCH MARKS $ UTILITY POLE E- GUY ANCHOR SIGN WATER SHUT OFF � CONCRETE SURFACE ASPHALT SURFACE s GRAVEL SURFACE C . - . J 1 JOB/02/101 ZONING M.A. I M. 0107/15/101 ZONING R.K. I M. 10.1 DATE I REVISIONSBY Ch SCALE: AS SHOWN DESIGNED: M.M. DRAWN: R.S. LINE TYPES BOUNDARY LINE - PARENT PARCEL UNSURVEYED LINE - BOUNDARY OF ADJOINERS RIGHT OF WAY —TIE LINE FOR DIMENSIONS — — EASEMENT BOUNDARY 2' CONTOUR 10' CONTOUR SITE PLAN JOB DUMBER I DRAWING NUMBER P'.5.C14 Z-1 PROPOSED 12' WIDE ACCESS GATE, SEE I/Z-4 12'-0' 12'-0° 78'-0" 2'-0' PROPOSED 8' HIGH BLACK 'MTH CHAIN LINK FENCE WITH P HIGH BARB PARE, 5'-0" 5'L.-_B"_I 60" _N ON 3 SIDES, SEE I/Z-4 X I X X X X X X X r � f x LJ _ o — RCPCSEC ELECTRIC r . ? I SERWCE FRAME, SEE 4/Z-4 �...:.±.. ` ...: '. PROPOSED MESA CABINET BASE, SEE 2/Z-4 x: '.: ,'. FUTURE L..., .. I 12' x 2D' LEASE AREA E TOWER I I I L J F - x I I I I I I I I FUTURE x I 12' x 20' I LEASE AREA 23,0. I I I I I I I I I I I I I I FUTURE L-_ J 13'x20' ° o I LEASE AREA o a I I;, -z N o � \-TOWER CENTER I I+ L PROPOSED 250' SELF-SUPPORT TOWER PROPOSED SHENTEL CABLE LADDER PROPOSED SHENTEL`,� CABINETS ON A 10'x16' PROPOSED SHENTEL x x SLAB, SEE 1/Z-5 ICEBRIDGE I I I I I I I I x �+ PROPOSED SHENTEL I x I I L GPS ANTENNA, I FUTURE SEE 3/Z-3 FUTURE z'x20 ' I 12'x20' LEASE AREA �' I LEASE AREA I I I FUTURE I I I B'■n' I I LEASE . I t' I AREA I..:.:.. PROPOSED SHENTEL I PPC CABINET, I L J i I' SEE 3/Z-5 x LEASE AREA COMPOUND PLAN v SCALE: 1/8"= 1'-0" Z-2 ZAP s PROPOSED 8' HIGH SOLID WOOD FENCE ON 1 SIDE, SEE 6/Z-4 GLOBAL TOWER, LLC 750 PARK OF COMMERCE BLVD., SUITE 300 BOCA RATON, FL 33487 01 DATE I SCALE: AS SHOWN 1 25-0- 1 TOWER ELEVATION n SCALE: 1/16"= 1'-0" Z -Z ZONING ZONING REVISIONS DESIGNED: C.T DRAWN: R.K. COMPOUND PLAN AND TOWER ELEVATION JOB T:UMBER DRAWING NUMBER 16':,5,014 Z-2 VDDLE entrex 1-81 - MIDDLETOWN commuMcatlon services. Inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0980 FAX: (202)408-0961 200 BRILL ROAD E911 ADDRESS STAR TANNERY, VA 22654 PROPOSED 8' HIGH SOLID WOOD FENCE ON 1 SIDE, SEE 6/Z-4 GLOBAL TOWER, LLC 750 PARK OF COMMERCE BLVD., SUITE 300 BOCA RATON, FL 33487 01 DATE I SCALE: AS SHOWN 1 25-0- 1 TOWER ELEVATION n SCALE: 1/16"= 1'-0" Z -Z ZONING ZONING REVISIONS DESIGNED: C.T DRAWN: R.K. COMPOUND PLAN AND TOWER ELEVATION JOB T:UMBER DRAWING NUMBER 16':,5,014 Z-2 PROPOSED SHENTEL ANTENNA, TYP:, SEE 4/Z-3 PROPOSED 250' SELF-SUPPORT TOWER FUTURE SHENTEL ANTENNA (TYP OF 3) STABILIZING ROD (TYP OF 3) ANTENNA MOUNTING STAND-OFF FRAME, TYP. SHENTEL ANTENNA DETAIL SHENTEL ANTENNA AND COAXIAL CABLE SCHEDULE SCALE: 3/8"=1'-0" Z-3 SECTOR 2 PROPOSED ICEBRIDGE PROPOSED SHENTEL GPS ANTENNA COAX LENGTH (FT) CABLE SUPPLIED BY LUCENT 1-1/4"0 40 x 24" LG. TYPE/SIZE TRX RX TYPE/SIZE TRX RX MIN SS OR GALV, PIPE FLC 12 50J C1 C2 FLC 12 SOJ C1 C2 CABLE TO PPE CONNECTOR ANTENNA JUMPER 1/2" 6' 6' BURNDY TYPE GAR 1J2" 6' 6' MAIN CABLE 1 5/8" 230' 1 230' (TYP. 2 PECS) 1 5/8° 230' 230' I FLC 12 50J 4, 4, FLC 12 50J 4' 4, PLATE 1/4 x 4 1/4 x 16 1/4" LG, I 1/2" GALV. (A-36) C1 YELLOW BROWN WHITE C3 RED BROWN WHITE CS GREEN BROWN WHITE —SID. U -BOLT FOR 2"0 PIPE W/ DOUBLE HEX NUTS AND WASHER, GALV. -STANDARD U -BOLTS (INCLUDED) 1/2" GPS CABLE MICROFLECT 3°0 ICEBRIDGE PIPE SUPPORT GPS MOUNTING DETAIL 3 SCALE: 1 1/2"=1'-0" Z-3 9'50'W PROPi CASH SECTION 2 SCALE: 3/4"=1'-0" Z-3 FRONT VIEW SIDE VIEW SHENTEL ANTENNA DETAIL (�, SCALE: 1"=1'-O" \,Z-3 f 'ROPOSEO 250' SELF-SUPPORT TOWER TOP VIEW ANTENNA MODEL RFS APXV18-206516H-C (54.8" H x 6.9" W w 4.3" 0) `,'VA5133 entrex 1-81-MIDDLETOWN GLOBAL TOWER, LLC Co communication -end ms, Inc. 200 BRILL ROAD E911 ADDRESS 750 PARK OF COMMERCE BLVD., SUITE 300 1575 Eye Street, N.W. Suite 350 ) BOCA RATON, FL 33487 WASHINGTON, D.C.20005 STAR TANNERY, VA 22654 PHONE: (202)408-0960 FAX: (202)408-0961 NOTES: 1. ALL ANTENNAS SHALL BE FURNISHED WITH DOWNTILT BRACKETS. CONTRACTOR SHALL COORDINATE REQUIRED MECHANICAL DOWNTILT FOR EACH ANTENNA WITH RE ENGINNER. ANTENNA DOWNTILT SHALL BE SET AND VERIFIED BY A SMART LEVEL. 2. ANTENNA CENTERUNE HEIGHT IS IN REFERENCE TO ELEVATION 0.0'. 3. INSTALL RES 1/2' ANTENNA CONTROL CABLE FROM SPRINT TELCO CABINET TO CDMA ANTENNA SECTOR 1, FROM CDMA ANTENNA SECTOR I TO COMA ANTENNA SECTOR 2, FROM CDMA ANTENNA SECTOR 2 TO CDMA ANTENNA SECTOR 3. C CONTRACTOR SHALL INSTALL COLOR CODE RINGS ON EACH END OF COAXIAL CABLES AND JUMPER CABLES WITH UV RESISTANT TAPE. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLOR TAPE OR STENCIL TAG. COLOR TAPE MAY BE OBTAINED FROM GRAYBAR ELECTRONIC. THE FIRST RING IS THE CLOSEST TO THE END OF THE CABLE. WRAP 2" COLORED TAPE A MINIMUM OF 3 TIMES AROUND THE CIRCUMFERENCE OF THE COAX, KEEPING THE TAPE IN THE SAME AREA AS MUCH AS POSSIBLE. THIS WILL ALLOW THE REMOVAL OF TAPE THAT WILL FADE OR DISCOLOR DUE TO WEATHER. 5. FINAL COAXIAL CABLE LENGTH SHALL BE DETERMINED AFTER FIELD SWEEP TEST. STRUCTURAL NOTES 1. DESIGN REQUIREMENTS PER THE VIRGINIA STATE WIDE UNIFORM BUILDING CODE 2006. 2. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASURE- MENT. THE GENERAL CONTRACTOR 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 REWIRED FOR THE WORK. 4. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE RISC 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.1.1-00. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E7OXX. 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 HILT KWIK BOLTS UNLESS OTHER- WISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL 0107/15/11 ZONING I R.K. I M. 101 DATE I REVISIONS BY CI SCALE: AS SHOWN DESIGNED: M.M. DRAWN: M.A. 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 VERIFY NORTH AND INFORM ARCHiICT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION 10. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND -Cl 301, AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 300C 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. CONCRETE SHALL BE 4 TO 6% AIR ENTRA',_D. 1L ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60. DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC 'HAL CONFORM TO ASTM A185. ANTENNA MOUNTING DETAILS, SCHEDULES AND NOTES JOB ';MBER DRAWING NUMBER 104:..0? 4 Z-3 SHENTEL ANTENNA AND COAXIAL CABLE SCHEDULE SECTOR 1 SECTOR 2 SECTOR 3 COAX LENGTH (FT) CABLE COAX LENGTH (FT) CABLE COAX LENGTH (FT) CABLE TYPE/SIZE TRX RX TYPE/SIZE TRX RX TYPE/SIZE TRX RX FLC 12 50J C1 C2 FLC 12 SOJ C1 C2 FEC 12 50J C1 C2 ANTENNA JUMPER 1/2" 6' 6' 1/2" 6' C 1J2" 6' 6' MAIN CABLE 1 5/8" 230' 1 230' 1 5/B" 230' 230' 1 5/8° 230' 230' EQUIPMENT JUMPER FLC 12 50J 4, 4, FLC 12 50J 4' 4, FLC 12 50J 4' 4' 1/2" 1/2" 1/2• C1 YELLOW BROWN WHITE C3 RED BROWN WHITE CS GREEN BROWN WHITE CABLE COLOR CODE C2 YELLOW WHITE WHITE C4 RED WHITE WHITE CB GREEN WHITE WHITE ANTENNA RFS-APX18-206516H-C-A20 RFS-APX18-2D6516H-C-A20 RFS-APXW3-206516H-C-A20 NUMBER OF ANTENNAS 1 1 1 RADIATION CENTER 199'-0" 199'-0" 199'-0" 10 FT T -FRAME 10 FT T -FRAME 10 FT T -FRAME MOUNT TYPE SITE PRO 1 PART LTF10-272 SITE PRO 1 PART LTF10-272 SITE PRO 1 PART LTF10-272 AZIMUTH 30 DEGREE 160 DEGREE 295 DEGREE DOWN TILT 0 DEGREE (+4EDT) 0 DEGREE (+4EDT) 0 DEGREE (+4EDT) NOTES: 1. ALL ANTENNAS SHALL BE FURNISHED WITH DOWNTILT BRACKETS. CONTRACTOR SHALL COORDINATE REQUIRED MECHANICAL DOWNTILT FOR EACH ANTENNA WITH RE ENGINNER. ANTENNA DOWNTILT SHALL BE SET AND VERIFIED BY A SMART LEVEL. 2. ANTENNA CENTERUNE HEIGHT IS IN REFERENCE TO ELEVATION 0.0'. 3. INSTALL RES 1/2' ANTENNA CONTROL CABLE FROM SPRINT TELCO CABINET TO CDMA ANTENNA SECTOR 1, FROM CDMA ANTENNA SECTOR I TO COMA ANTENNA SECTOR 2, FROM CDMA ANTENNA SECTOR 2 TO CDMA ANTENNA SECTOR 3. C CONTRACTOR SHALL INSTALL COLOR CODE RINGS ON EACH END OF COAXIAL CABLES AND JUMPER CABLES WITH UV RESISTANT TAPE. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLOR TAPE OR STENCIL TAG. COLOR TAPE MAY BE OBTAINED FROM GRAYBAR ELECTRONIC. THE FIRST RING IS THE CLOSEST TO THE END OF THE CABLE. WRAP 2" COLORED TAPE A MINIMUM OF 3 TIMES AROUND THE CIRCUMFERENCE OF THE COAX, KEEPING THE TAPE IN THE SAME AREA AS MUCH AS POSSIBLE. THIS WILL ALLOW THE REMOVAL OF TAPE THAT WILL FADE OR DISCOLOR DUE TO WEATHER. 5. FINAL COAXIAL CABLE LENGTH SHALL BE DETERMINED AFTER FIELD SWEEP TEST. STRUCTURAL NOTES 1. DESIGN REQUIREMENTS PER THE VIRGINIA STATE WIDE UNIFORM BUILDING CODE 2006. 2. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASURE- MENT. THE GENERAL CONTRACTOR 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 REWIRED FOR THE WORK. 4. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE RISC 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.1.1-00. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E7OXX. 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 HILT KWIK BOLTS UNLESS OTHER- WISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL 0107/15/11 ZONING I R.K. I M. 101 DATE I REVISIONS BY CI SCALE: AS SHOWN DESIGNED: M.M. DRAWN: M.A. 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 VERIFY NORTH AND INFORM ARCHiICT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION 10. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND -Cl 301, AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 300C 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. CONCRETE SHALL BE 4 TO 6% AIR ENTRA',_D. 1L ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60. DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC 'HAL CONFORM TO ASTM A185. ANTENNA MOUNTING DETAILS, SCHEDULES AND NOTES JOB ';MBER DRAWING NUMBER 104:..0? 4 Z-3 UTILITY SERVICE FRAME 4 SCALE: 3/4"=1'-0" Z-4 YWt UAY RAPS, 6' '2"0 GALV. TS AND S (TYP.) PE (GALV) DP) UNDATION I I I I I I I I I I I I � F PLAN NEW QUAZTE "N"O"38' DEPTH _ HN o.A16J I I PLAN NEW: 1/2 UNC SA'!$ y� STEEL HEX H� , — — J SLOT TO EEED� BOLTS W/ WAS HE"R�?:.�'� a+}j g « Ft. MESA MUX-\�' S i �..,t TOP AE 4 I �~ El[-] 30.94" I 27.84" 'LET MEW FRONT NEW MESA SPAN XL TELCO CABINET DETAILS i-2--� SCALE: 1/2'=1'-O" Z —1/4" THICK CAP PLATE, FULLY WELDED TOP OF EACH PIPE UNISTRUT P1000 GALV. SECURE TO PIPE WITH 1/2"0 U -BOLTS GALV. 3"0 PIPE _ATTACH BOX TO UNISTRUT _ W/ 1/Yo BOLT, SPRING NUT AND WASHERS, TYP. ---a o L 5`x5"x5/16" x 3'-0" LONG ATTACH TO PIPE WTH 1/2"0 U -BOLTS CONCRETE FOUNDATION 12°0 FRONT ELEVATION PPC RACK DETAIL r5--� SCALE 3/4"=1'-0" Z-4 OUAZITE BOX — (PART M PG56300529VY) OUAZITE BOX #PG386OB724) MOUSEHOLES `— SKID RESISTANT SURFACE POLYMER TONGUE & GROOVE HANDHOLE QUAZITE BOX SCALE: 1/2"=1'-0" Z-4 8' 0" MAX. POST SPACING 6x6 r2x4 / n TOP NEW 1z6 8'-0" MAX WOOD FENCE AND GATE ELEVATION SCALE: 3/8"=1'-0" Z-4 6X6 POST 2X4 SKIRTING .i 1x6 FENCE FINISH GRADE §.MPACT POST FILL "i 1`+ V6" LIFTS TO 95% `X. DRY DENSITY , 6" OF GRAVEL AND STONE AT BASE i�-D" NOTES: 1. ALL LUMBER SHALL BE PRESSUH TREATED. I/ (Pentrex communication services, Inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 CHAIN LINK FENCE AND GATE DETAIL i1 GLOBAL TOWER, LLC 750 PARK OF COMMERCE BLVD., SUITE 300 BOCA BATON, FL 33487 SCALE: 3/8"=1'-0" Z-4 REFERENCE NOTES: 1 08/02/10 ZONING M.A. M -M. M.M. O1 CORNER, END OR PULL POST: 3"0 GALV. SCHEDULE 40 PIPE. O8 STRECHER BAR OLINE POST: 2" SCHEDULE 40 PIPE. UNE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8'-0" O.C. O 3/8" DIAGONAL ROD WITH GALVANIZED STEEL 0 TURNBUCKLE OR DIAGONAL THREADED ROD. O3 TOP RAIL & BRACE RAIL: 1 1/2" 0 GALV. SCHEDULE 40 PIPE. 10 FENCE CORNER POST BRACE: 1 1/2"0 GALV. O4FABRIC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO SCHEDULE 4D EACH CORNER EACH WAY. ASTM -A392 BLACK VINYL COATED. 11 GATE FRAME: 1 1/2" 0 GALV. SHEDULE 40 PIPE. 5O TE WRE MINIMUM 9 GA GALVANIZED STEEL AT POSTS AND 12 "MTS" MULTI -LOCKING DEVICE #MT -06477, (O.F.CJ.) RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX. 24" INTERVALS. 13 GATE DIAGONAL GALVANIZED STEEL 1 1/2" 0 PIPE. 6O TENSION WIRE: 9 GA. GALVANIZED STEEL. 14 GATE FRAME BRACE: 1 1/2"0 DIAMETER. O7 BARBED WIRE DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE 15 GATE POST: 4° 0 GAL. SCHEDULE 40 PIPE TO MATCH WITH FABRIC 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. FENCE SHALL BE BLACK FACTORY COATED. UTILITY SERVICE FRAME 4 SCALE: 3/4"=1'-0" Z-4 YWt UAY RAPS, 6' '2"0 GALV. TS AND S (TYP.) PE (GALV) DP) UNDATION I I I I I I I I I I I I � F PLAN NEW QUAZTE "N"O"38' DEPTH _ HN o.A16J I I PLAN NEW: 1/2 UNC SA'!$ y� STEEL HEX H� , — — J SLOT TO EEED� BOLTS W/ WAS HE"R�?:.�'� a+}j g « Ft. MESA MUX-\�' S i �..,t TOP AE 4 I �~ El[-] 30.94" I 27.84" 'LET MEW FRONT NEW MESA SPAN XL TELCO CABINET DETAILS i-2--� SCALE: 1/2'=1'-O" Z —1/4" THICK CAP PLATE, FULLY WELDED TOP OF EACH PIPE UNISTRUT P1000 GALV. SECURE TO PIPE WITH 1/2"0 U -BOLTS GALV. 3"0 PIPE _ATTACH BOX TO UNISTRUT _ W/ 1/Yo BOLT, SPRING NUT AND WASHERS, TYP. ---a o L 5`x5"x5/16" x 3'-0" LONG ATTACH TO PIPE WTH 1/2"0 U -BOLTS CONCRETE FOUNDATION 12°0 FRONT ELEVATION PPC RACK DETAIL r5--� SCALE 3/4"=1'-0" Z-4 OUAZITE BOX — (PART M PG56300529VY) OUAZITE BOX #PG386OB724) MOUSEHOLES `— SKID RESISTANT SURFACE POLYMER TONGUE & GROOVE HANDHOLE QUAZITE BOX SCALE: 1/2"=1'-0" Z-4 8' 0" MAX. POST SPACING 6x6 r2x4 / n TOP NEW 1z6 8'-0" MAX WOOD FENCE AND GATE ELEVATION SCALE: 3/8"=1'-0" Z-4 6X6 POST 2X4 SKIRTING .i 1x6 FENCE FINISH GRADE §.MPACT POST FILL "i 1`+ V6" LIFTS TO 95% `X. DRY DENSITY , 6" OF GRAVEL AND STONE AT BASE i�-D" NOTES: 1. ALL LUMBER SHALL BE PRESSUH TREATED. I/ (Pentrex communication services, Inc. 1575 Eye Street, N.W. Suite 350 WASHINGTON, D.C. 20005 PHONE: (202)408-0960 FAX: (202)408-0961 VA5133 1-81 -MIDDLETOWN 200 BRILL ROAD (E911 ADDRESS) STAR TANNERY, VA 22654 GLOBAL TOWER, LLC 750 PARK OF COMMERCE BLVD., SUITE 300 BOCA BATON, FL 33487 SITE DETAILS 1 08/02/10 ZONING M.A. M -M. M.M. 0 7/15/10 ZONING R.K. M.M. M.M. No DATE REVISIONS BY CHK APP JOB :UMBER DRAWING NUMBER REV SCALE: AS SHOWN DESIGNED: M.M. DRAWN: M.A. 10;.014Z-4 0 10'-0" (CONCRETE PAD) PROPOSED PPC CABINE SEE 3/Z-5 EQUIPMENT LAYOUT SCALE: 1/2"=1'-0" Z -S 0 e n t rex 1-81 - M DDLETOWN GLOBAL TOWER, LLC communication services, Inc. 750 PARK OF COMMERCE BLVD., SUITE 300 1575 Eye Street, N.W. Suite 350 200 BRILL ROAD (E911 ADDRESS) BOCA RATON, FL 33487 WASHINGTON, D.C.20005 STAR TANNERY, VA 22W PHONE: (202)408-0960 FAX: (202)408-0961 LEFT SIDE 10.E DATE SCALE: AS SHOWN BATTERY CABINET: 31"W X 3D"D x H PROPOSED SHENTEL CABINETS - eq M .5 W CABINET: 34.5° W % 40" B % 72" H PROPOSED 10' x 15' CONCRETE PAD MODCELL EQUIPMENT LAYOUT SCALE: 3/8"=1'-0" Z- s MR FRONT PPC CABINET DETAILS (7� SCALE: 1"=1'-D" Z-5 ZONING M.A. MA ZONING R.K. MA REVISIONS BY CH' DESIGNED: M.A. DRAWN: M.A. tiGHT SIDE EQUIPMENT CABINETS LAYOUT DETAIL JOB NUMBER DRAWING NUMBER 1095:J14 7-5 ti41 Q MODCELL CABINET PROPOSED SHENTEL CABINETS ON 16'x10' Q CONCRETE PAD e BATTERY CABINET �Q FUTURE L BATTERY I CABINET i i i Q , 41 a � 41 a PROPOSED PPC CABINE SEE 3/Z-5 EQUIPMENT LAYOUT SCALE: 1/2"=1'-0" Z -S 0 e n t rex 1-81 - M DDLETOWN GLOBAL TOWER, LLC communication services, Inc. 750 PARK OF COMMERCE BLVD., SUITE 300 1575 Eye Street, N.W. Suite 350 200 BRILL ROAD (E911 ADDRESS) BOCA RATON, FL 33487 WASHINGTON, D.C.20005 STAR TANNERY, VA 22W PHONE: (202)408-0960 FAX: (202)408-0961 LEFT SIDE 10.E DATE SCALE: AS SHOWN BATTERY CABINET: 31"W X 3D"D x H PROPOSED SHENTEL CABINETS - eq M .5 W CABINET: 34.5° W % 40" B % 72" H PROPOSED 10' x 15' CONCRETE PAD MODCELL EQUIPMENT LAYOUT SCALE: 3/8"=1'-0" Z- s MR FRONT PPC CABINET DETAILS (7� SCALE: 1"=1'-D" Z-5 ZONING M.A. MA ZONING R.K. MA REVISIONS BY CH' DESIGNED: M.A. DRAWN: M.A. tiGHT SIDE EQUIPMENT CABINETS LAYOUT DETAIL JOB NUMBER DRAWING NUMBER 1095:J14 7-5 ti41