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HomeMy WebLinkAboutSE202200032 Correspondence 2022-05-16verizonit DIRECTIONS FROM GOODES BRIDGE SWITCH (2501 GOODES BRIDGE RD.. RICHMOND. VA 23224): HEAD NORTH ON GOODES BRIDGE RD TOWARD ELK RD 0.4 MI. TURN RIGHT ONTO US-360 E FOR 0.2 MI. USE THE RIGHT LANE TO MERGE ONTO VA-150 N/CHIPPENHAM PKWY VIA THE RAMP TO I-95 N/POWHITE PKWY FOR 8.4 MI. CONTINUE ONTO N PARHAM RD FOR 4.1 MI. TURN LEFT TO MERGE ONTO I-64 W FOR 56.6 MI. TAKE IXR 124 FOR US-250 TOWARDS CHARLOTTESMIJE/SHADWELL. TURN RIGHT ONTO US-250 W FOR 4.2 MI. TURN RIGHT ONTO HYDRAULIC ROAD FOR 2.2 MI. TURN LEFT ONTO EARLYSVILLE RD FOR 2.5 MI. TURN LEFT ONTO STATE RTE 8" FOR 1.1 MI. TURN LEFT TO STAY ON STATE FITE 8" FOR 0.3 MI. TURN LEFT ONTO ACCESS ROAD. Six Impossible Things Photography r SITE LOCATION •1// \1 ARDWOOD ♦tl�v� Woodwind Cottagev A LOCAL MAP N.T.S. Firm ® rSM LOCATION •lll // nee i 1 / FRITIT 4."Ron ® Clnck.fl.A / u VICINITY MAP N.T.S. 0 0 0 4 01 rc CEDAR BLUFF 3rr PANORAMA RCA© EARLYSVILLE, VA 22936 E911 ADDRESS YES ® NO ❑ PROJECT DESCRIPTION INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT IN AN EXISTING WIRELESS COMPOUND EMERGENCY INFO: ® 2 WORKING DAYS BEFORE YOU DIG JURISDICTION: 811 LOCALALBEMFIE COUNTY TOLL FREE LOCAL FIRE AND RESCUE: MISS UTILITY 434.973.8862 LOCAL POLICE: PROJPROJ FCC 434.977.9041 REAL ESTATE: NIKKI MONROE PHONE NUMBER: 704.652.2105 CONSTRUCTION: JON KIRBY PHONE NUMBER: 540.280.9630 REV. NO. DESCRIPTION BY DATE REV. NO. DESCRIPTION BY DATE 0 FOR CONSTRUCTION BAR 10/26/21 1 PER COMMENTS JEC 04/14/22 ARCHTECTURE ANO ENGINEERING: DEWBERRY ENGINEERS INC. ILIXEBROOK ORE, SUITE 200 GLEN AILLE N GLEN Ji7J, VA 23060 PHONE X 804.205.3348 CONTACT: HIILLARY SIEGALL, P.E. PHONE / 804.205.3353 CONTACT: BRAD ROSE, SENIOR PROJECT MANAGER ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE GOVERNING AUTHORITIES. — 2015 INTERNATIONAL BUILDING CODE (IBC) — 2017 NATIONAL ELECTRIC CODE (NEC) — 2018 NFPA 101, LIFE SAFETY CODE — MANUAL OF STEEL CONSTRUCTION, 14th EDITION — AMERICAN CONCRETE INSTITUTE — ANSI/TIA-222—H — ANTENNA SUPPORTING STRUCTURES AND ANTENNAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE IBC 2018 SECTION 1609 WIND LOADS. EXCEPTION T15 REFERENCING MA-222 PROPERTY PROJECT SUMMAOl RY OWNER: PANORAMA FARMS INC. VERIZON WIRELESS 300 PANORAMA RD 1831 RADY COURT EARLYSALLE VA 22936 RICHMOND, VA 23222 PROJECT INFO: CANDIDATE WE: CEDAR BLUFF FUZE PROJECT ID: 16333907 APPLICANT Ill VERIZON WIRELESS 1831 RACY COURT RICHMOND. VA 23222 PHONE: 804.306.0275 CONTACT: BROCK SMITH PROJECT DATA: ZONING: 0AS 0 PARCEL ID: 785. PC, 00-00100 DB: ]85, .40 327 ACRES ACREAGE: LBEMA ACRES JURISDICTION: DD EMARLE COUNTY SIZE TTO R TYPE: 845E UPGRADE TOWER ttHE: MONOPOLE TOWER HEIGHT: tOB OVERALL HEIGHT: 108' CENTER OF EXISTING TOWER-' !LATITUDE: 38' 05' 45.22' N LONGITUDE: ]B 29' 43.52' W ELEVATION: 490' AMSL *PER RFDS BY VERIZON WIRELESS DATED AUGUST 05, 2021 AND GOOGLE EARTH THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. INDEX OF DRAWINGS SHT. DESCRIPTION NO. T-1 TITLE SHEET G-1 GENERAL NOTES C-1 SITE PLAN C-2 ENLARGED SITE PLAN C-3 EXISTING & PROPOSED ELEVATION C-4 CEDAR BLUFF TOWER 1 ANIENN4 CONFIGURATION C-5 CEDAR BLUFF TOWER 2 ANIENN4 CONFIGURATION vemonv/ VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CEDAR BLUFF CONSTRUCTION DRAWINGS 1 04/14/22 PER COMMENTS 0 10/26/21 FOR CONSTRUCTION 0 Dewberrys Dewberry Engineers Inc. 480sakalEmkon.,,. WA&M Glen Alen. VA 2101D PMxw M0W1"M, W1(0 FFel8I darCe^Ymn TJCNo.OIpTab1913 pO 04/14/222 �`SSIONAL DRAWN BY: JEC REMEWEO BY: BAR CHECKED BY: HGS PROTECT NUMBER: 50135037 511E ADDRESS: 300 PANORAMA EARLYSVILLE, VA ROAD 22936 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO ALL CURRENT APPUCABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH VERIZON WIRELESS SPECIFICATIONS. 2. CONTRACTOR SHALL CONTACT "MISS UT4RY" (1-800-552-7001) FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 4. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. B. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 10. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTNG OR NONCONFORMING MATERWS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRTITEN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING. 11. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE VERIZON WIRELESS CONSTRUCTION MANAGER. 13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SIUCONE SEALANT 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR WILL NOTIFY ENGINEER, VERIZON WIRELESS PROJECT CONSTRUCTION MANAGER, AND LANDLORD IMMEDIATELY. 15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 16. ALL ROOF WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED ROOFING CONTRACTOR IN COORDINATON WITH ANY CONTRACTOR WARRANTING THE ROOF TO ENSURE THAT THE WARRANTY IS MAINTAINED. 17. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SHE AT THE END OF EACH MY. 15. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TARE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILTY. 19, CONTRACTOR SHALL FURNISH VERIZON WIRELESS WITH THREE AS -BUILT SETS OF DRAWINGS UPON COMPLETION OF WORK. 20. ANTENNAS AND CABLES ARE TYPICALLY PROVIDED BY VERIZON WIRELESS. PRIOR TO SUBMISSION OF BID. CONTRACTOR SHALL COORDINATE WITH VERIZON WIRELESS PROJECT MANAGER TO DETERMINE WHAT. IF ANY, ITEMS WILL BE PROVIDED BY VERIZON WIRELESS. ALL ITEMS NOT PRCVIDED BY VERIZON WIRELESS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED BY VERIZON WIRELESS. 21. PRIOR TO SUBMISSION OF BID, CONTRACTOR WILL COORDINATE WITH VERIZON WIRELESS PROJECT MANAGER TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY VERIZON WIRELESS. ALL REQUIRED PERMITS NOT OBTAINED BY VERIZON WIRELESS MUST BE OBTAINED. AND PAD FOR. BY THE CONTRACTOR. 22. GENERAL CONTRACTOR SHALL HAVE A LICENSED HVAC CONTRACTOR START THE HVAC UNITS, SYNCHRONIZE THE THERMOSTATS, ADJUST ALL SETTINGS ON EACH UNIT ACCORDING TO VERIZON WIRELESS CONSTRUCTION MANAGER'S SPECIFICATIONS, AND THOROUGHLY TEST AND BALANCE EACH UNIT TO ENSURE PROPER OPERATION PRIOR TO TURNING THE SITE OVER TO OWNER. 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS AND REQUIREMENTS. 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 25. UNLESS OTHERWISE NOTED VERIZON WIRELESS SHALL PROVIDE ALL REQUIRED RF MATERIAL FOR CONTRACTOR TO INSTALL, INCLUDING ANTENNAS. TMA'S. BIAS-T'S. COMBINERS. PDU. DC BLOCKS. SURGE ARRESTORS. CPS ANTENNA. CPS SURGE ARRESTOR, COAXIAL CABLE. 26. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE PROVIDED BY VERIZON WIRELESS FOR INSTALLATION BY CONTRACTOR. 27. CONTRACTOR SHALL FURNISH AND INSTALL ANTENNA PLATFORM. 28. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON WIRELESS SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 29. EQUIPMENT CABINET FRAME/SHELTER SHALL BE ANCHORED TO FOUNDATION PER MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH THE VIRGINIA STATE BURRING CODE. 30. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ME 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 CONTRACT. 31. CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 45 HOURS IN ADVANCE PRIOR TO CONSTRUCTION START, MORE SPECIFICALLY BEFORE; SEALING ANY FLOOR, WALL OR ROOF PENETRATION, FINAL UTILITY CONNECTIONS, POURING CONCRETE, BACKFIUUNG UTILITY TRENCHES AND STRUCTURAL POST OR MOUNTING CONNECTIONS, FOR ENGINEERING RENEW AND INSPECTION. 32. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND ARE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH BOXES/SLOPING, BARRIERS, ETC. 33. DETECTION WIRE SHALL BE BURIED DIRECTLY ABOVE NON-METALLIC PIPING AT A DISTANCE NOT TO EXCEED TWELVE (12) INCHES ABOVE THE TOP OF PIPE. THE WIRE SHALL EMEND CONTINUOUSLY AND UNBROKEN FROM POINT OF ACCESS TO POINT OF ACCESS. THE ENDS OF THE WIRE SHALL TERMINATE WITH A MINIMUM OF THREE (3) FEET OF WIRE, COILED, REMAINING ACCESSIBLE AT TERMINATION POINTS. DETECTION WIRE SHALL BE 12 GAUGE FOR A BURIED DEPTH OF LESS THAN 4 FEET AND 4 GAUGE FOR A BURIED DEPTH GREATER THAN OR EQUAL TO 4 FEET. DESIGN CRITERIA: INTERNATIONAL BUILDING CODE 2018 WITH 2O18 VRGINIA CONSTRUCTION CODE AMENDMENTS. ANSI/M-222-H STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS, AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7, AND AMERICM INSTITUTE OF STEEL CONSTRUCTION (ASC) 360-10. WIND DESIGN DATA: • BASIC WIND SPEED = 110 MPH • STRUCTURE CIASS: II • WIND IMPORTANCE FACTOR: I - 1.0 • WIND EXPOSURE CATEGORY: C • TOPOGRAPHIC FACTOR KIT - 1.0 EXISTING CONDITIONS 1. TIE EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS IS PROVIDED FOR REFERENCE ONLY. EXISTING CONSTRUCTION, DIMENSIONS, LOCATIONS, ELEVATIONS, ETC. SHALL BE VERIFIED IN THE FIELD PRIOR TO REMOVAL OR MODIFICATION OF ANY EXISTING STRUCTURAL MEMBER AND/OR SHOP DRAWING PREPARATION, FABRICATION, AND CONSTRUCTION OF NEW WORK. 2. SHOULD EXISTING CONDITIONS DIFFER MGM THAT SHOWN ON THE CONTRACT DOCUMENTS. NOTIFY THE DESIGN PROFESSIONAL PRIOR TO CONTNUATON OF WORK. 3. EXISTING STRUCTURAL MEMBERS SHALL NOT BE CUT OR MODIFIED UNLESS SPECIFICALLY SHOWN HEREIN OR UNLESS APPROVED IN WRITING BY THE DESIGN PROFESSIONAL 4. TIE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT TIE EXISTING STRUCTURE AND ADJACENT STRUCTURES FROM DAMAGE DURING EXCAVATON, DEMOLMON, AND CONSTRUCTION OF NEW WORK. 5. EXISTING STRUCTURAL DOCUMENTS ARE rNOT1 AVAILABLE FROM THE OWNER. VERIFY IN REM EXISTING CONDITIONS, STRUCTURAL MEMBER SIZES, AND LOCA DNS. MEANS AND METHODS 1. THE CONTACTOR IS RESPONSIBLE FOR PROVIDING MEANS AND METHODS FOR THE CONSTRUCTION OF THE PROJECT. 2. THE CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER FOR MEANS AND METHODS OF CONSTRUCTION, INCLUDING BUT NOT UURED TO SCAFFOLDING. SHORING. UNDERPINNING. TEMPORARY BRACING. HOISTING, AND STORING OF MATERULS OR EQUIPMENT ON THE DUSTING STRUCTURE, ETC. 3. THE CONTRACTORS ENGINEER SHALL REFER TO SITE STANDARDS AND GUIDEUNES FOR ADDITIONAL REQUIREMENTS. 4. THE CONTRACTOR SHALL INSPECT, ASSESS, AND VERIFY THE EXISTING CONDRIONS AND EXTENT OF WORK PRIOR TO COMMENCING DEMOUTION OR CONSTRUCTION OF NEW WORK. 5. THE CONTRACTOR SHALL PROVIDE NECESSARY EQUIPMENT AND OTHER PERTINENT MATERIAL, INCLUDING BUT NOT UMRED TO LADDERS. UFS AND OTHER CONSTRUCTION EQUIPMENT FOR THE COMPLETION OF THE WORK INDICATED ON THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL PROVIDE SAFETY AND FALL PROTECTION IN ACCORDANCE WITH OSHA REGULATIONS AND SITE SAFETY GUIDELINES. STRUCTURAL STEEL FRAMING 1. ME STRUCTURE HAS BEEN DESIGNED IN CONFORMAMCE WRH THE "ALLOWABLE STRENGTH DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' OF TIE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (ASC). 2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING UNU SS OTHERWISE NOTED: ATM A992/A992M WIDE FIANCE ASRA A 6/msm CHMNELS ASTM A36/A36M ANGLES AND PUSS ASTM A500, GRADE B FX-46 KSI HOLLOW STRUCTURAL SECTIONS ASTM A501 OR A53. TYPE E OR S STEEL PIPE ASRM M6/mom THREADED RODS ASTM F1554/F1554, FX-36 KSI ANCHOR BOLTS 3. BOLTS SHALL COMPLY WTTH ASTM A325 OR A90. NUS AND WASHERS SHALL BE COMPATIBLE WITH THE BOLT GRADE, HOLE SIZE, CONNECTION THE AND INSTAUATON METHOD AS INDICATED IN 'SPECIFICATION FOR STRUCTURAL JOINS USING ASM A325 OR M90 BOLS". 4. CONNECTONS SHALL BE BOLTED WIM 3/4 INCH DIAMETER M25-X HIGH STRENGTH BOLTS OR WELDED, UNLESS OTHERWISE NOTED. MINIMUM CONNECTIONS SHALL BE DESIGNED TO SUPPORT NOT LESS THAN 6 KIPS IN ANY DIRECTION. PROVIDE A MINIMUM OF TWO (2) BOLTS PER CONNECTION SPACED AT 3 INCHES ON CENTER VERTMAL 5. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY (ANTS) STRUCTURAL WELDING CODE - STEEL". WELDING SHALL BE DONE BY QUALIFIED WELDERS CERTIFIED IN ACCORDANCE WITH An D1.1, 'STRUCTURAL WELDING CODE - STANDMD OWLFIGTION PROCEDURE' AND AWS 01.3. "STRUCTURAL WELDING CODE - STRUCTURAL STEEL'. WELDING ELECTRODES SHALL BE E70M. RULT WELDS SHALL BE NO LESS TUN 1/4 INCH AND SHALL COMPLY WITH AISC. 6. STEEL SHOP DRAWINGS AND FABRICATION SHALL CONFORM TO ME ASC CODE OF SMNWRD PRACTICE FOR STEEL BUILDINGS VINO BRIDGES. 7. STRUCTURAL STEEL SHOP DRAWINGS, INCLUDING CONNECTIONS, SHALL BE PREPARED UNDER THE DIRECTION OF A PROFESSIONAL STRUCTURAL ENGINEER, REGISTERED IN THE STATE WHERE THE CONSTRUCTION IS LOCATED. THE ENGINEER, EMPLOYED BY THE CONTRACTOR. SHALL PREPARE A SIGNED AND SEALED LETTER OF CERTIFICATION STATING THAT THE STRUCTURAL STEEL SHOP DRAWINGS. INCLUDING CONNECTIONS, HAVE BEEN PREPARED UNDER THEIR DIRECTION. ME CERTIRGTION LETTER SHALL BE SUBMITTED TO ME OWNER'S ENGINEER OF RECORD PRIOR TO ME SUBMITTAL OF ME STRUCTURAL STEEL SHOP DRAWINGS. SHOP DRAWINGS WILL NOT BE REVIEWED BY ME OWNER'S ENGINEER OF RECORD WTIHOUr ME RECEIPT AND ACCEPTANCE OF ME CERTIFICATION LETTER. S. STRUCTURAL STEEL FABRICATION SHALL BE PERFORMED BY AN ORGWIZATON EXPERIENCED IN STRUCTURAL FABRICATION OF EQUIVALENT MAGNITUDE TO MIS PROJECT, AND HAS AN ASC CERTIFICATION FOR STRUCTURAL STEELWORK. FROMM WITH THE BID, A COPY OF THE ASO CERTIFICATE INDICATING THAT ME FABRICATION PENT MEETS ABC CATEGORY STD CERTIRGTICN. IN UEU OF AN NSC CERTIRGTKIN, ME FABRICATOR MAY SUBMIT COCUMEMATION OF EQUIVALENT EXPERIENCE IN ME FABRICATION OF ME TOM OR ITEMS IN QUESTION, TOR REVIEW AND APPROVAL BY ME OWNER'S ENGINEER OF RECORD. 9. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE PREPPED BY COMMERCIAL BIASr CLEANING MEN HOT -DIPPED GALVANIZED. 10. SPUCING OF STRUCTURAL STEEL SECTIONS, NOT INDICATED ON CONTRACT DOCUMENTS, IS PROHIBRED WITHOUT PRIOR MITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. 11. HOLLOW STRUCTURAL SECTIONS SHALL HAVE A 3/8 INCH CAP PLATE. UNLESS OTHERWISE NOTED. 12. PROVIDE 3/8 INCH THICK MINIMUM WELDED STIFFENER PLATE ON BOTH SIDES OF THE WEB OF BEAMS AT POINT OF CONCENTRATED LOADS SUCH AS BEAMS SUPPORTING OOLUMNS/POSS OR RUNNING OVER TOPS OF COLUMNS, POSTS. OR OTHER BEATS. 13. STEEL FABRICATOR IS SOLELY RESPONSIBLE FOR SURVEYING AND VEM190l OF EXISTING COMMONS INCLUDING BUT NOT UMITED TO THE LOCTTONS, ELEVATIONS, AND DIMENSIONS OF EXISTING WALLS AND FRAMING. vemonv/ VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CEDAR BLUFF CONSTRUCTION DRAWINGS 1 04/14/22 PER COMMENTS 0 10/26/21 FOR CONSTRUCTION 0 Dewberrys Dewberry Engineers Inc. 4B051aW Bmk DMn. WtoM Glen Alen. VA 23 Row 0W39 l,' wuA6Yc � RJCNo. p10296101R p0 04/14/2°jW �SSTONAL DRAWN BY: JEC RENEWED BY: BAR CHECKED BY: HGS PROJECT NUMBER: 50135037 SITE ADDRESS: 300 PANORAMA ROAD EARLYSVILLE, VA 22936 SHEET TITLE GENERAL NOTES SHEET NUMBER G-1 NOTES' 1. SI CI 2. D PI 3. DK 4. A.G.L. — C.L — kmST ENLARGED SHE PLAN (SEE SHEET C-2) \ PARCEL ID: 04500-00-00—OOlAO OWNER: STEPHEN M Existing Gravel \ MURRAY \ \ Access Rood I \ PARCEL ID 04500-00-00-00100 \ \ OWNER: PANORAMA FARMS INCORPORATED Existing Property \ Line (TYR.) \ \ PARCEL ID: 04500—OR-00-045D2 \ OWNER: FERGUSON, RYAN S REVOCABLE TRUST & DABNEY S FERGUSON REVOCABLE TRUST 1 PARCEL ID: 000-00-00-04$D3 \ OWNER STEPHEN P OR ANDRE4 M HOLMBERG / & PROPOSED INFORMATON NOT SHOWN FOR 5. ANTENNA, EQUIPMENT, & EASEMENTS SUBJECT TO CHANGE. 6. USE WEATHER TIGHT CONNECTIONS FOR ALL CONDUITS CONNECTING TO EQUIPMENT. 7. ALL CONDUITS AND COAX CABLES SHOULD BE SECURELY FASTENED TO THE ICE BRIDGE. WAVEGUIDE. ADD MOUNT. 9. ALARM CONDUIT MUST END WITHIN 5" OF RRH PORT. 9. CONTRACTOR SHALL COORDINATE ANTENNA AZIMUTHS WITH RF WORKSHEET SITE PLAN SCALE: 1"-800' FOR 11x17 1"=300' FOR 22x34 0' 300, Soo, Road PARCEL ID: 04500-00-00-046A1 OWNER: NOAH T & MARGARET M BLOOM / ^ \ PARCEL I0: 045ER-00-00GA2 OWNER: STEPHEN G MURRAY & SYLVIE E \ JOBES \ APPROXIMATE TRUE NORTH o$ In., verizonv/ VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CEDAR BLUFF CONSTRUCTION DRAWINGS 1 04/14/22 PER COMMENTS 0 10/26/21 FOR CONSTRUCTION 0 Dewberrys Dewberry Engineers Inc. Wets UW Book DOw WieM Glen Nbn. VA R. PMxw.19ee, FFsµ01$(We l d.1..'mn o?�WUN Mp`� U rglL,pYc TJallo. dD]061M3 pO 04/14/2°j� �SSIONAL DRAWN BY: JEC RENEWED BY: BAR CHECKED W. HGS PROTECT NUMBER: 501215037 SITE ADDRESS: 300 PANORAMA ROAD EARLYSVILLE, VA 22936 SHEET TIRE SITE PLAN SHEET NUMBER C - 1 Existing N Cedar Bluff (SEE SHEET ANTENNA NOIES 1. SOME EXISTING d: PROPOSED INFORMARON NOT SHOWN FOR CIMIIY. 2. EXISRNG CONDITIONS BASED ON CONSIRUCTON DMWINGS PERFORMED BY THOMPSON k LITTON DATED 08/09/12. 3. AG.L — ABOVE GROUND LEVEL C.L — CENTER LINE AM.S.L — ABOVE MEAN SEA LEVEL 4. ANTENNA, EQUIPMENT. k EASEMENTS SUBJECT TO CHANGE. 5. USE WEATHER TIGHT CONNECTIONS FOR ALL CONDUITS CONNECTNG TO EQUIPMENT. 8. ALL CONDUITS AND COAX CABLES SHOULD BE SECURELY FASTENED TO THE ICE BRIDGE. WANEGUIDE. AND MOUNT. 7. AIARM CONDUR MUST END WITHIN 8' OF RRH PORT. S. CONTRACTOR SHALL COORDINATE ANTENNA AZIMUTHS WITH RE WORKSHEE SITE PLAN SCALE: 1'-20' FOR 11.17 1'=10' FOR 22x34 0' 10' 20' verizonv/ VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CEDAR BLUFF CONSTRUCTION DRAWINGS 1 04/14/22 PER COMMENTS 0 10/26/21 FOR CONSTRUCTION 0 Dewberrys Dewberry Engineers Inc. aaes UW eioox Dnw. sub Glen Alen. VA 23090 FMxw0 '1 ell Fee,&X1W M, xwwdarCe^Ymn o?�WUR Dp`k• 1xHo.wm0a1m3 p0 04/14/2°j� �'ssTDNA1. DRAWN BY: JEC RENEWED BY: BAR CHECIQO W. HGS PROIECT NUMBER: 50135037 SRE ADDRESS: 300 PANORAMA ROAD EARLYSVILLE, VA 22936 SHEET TIRE I ENLARGED SITE PLAN SHEET NUMBER C-2 LEGEND AG.L. — ABOVE GROUND LEVEL C.L. — CENTER LINE Existing Antennas jIll Hi hest Appurtenanee Elev. = 109 t A.G.L. Structure Heigh _ 191-1 Elev. = 106 t A.G.L. J14C.L. OF Existin Antennas _ 111-1 ELEV. = 107 t9 A.G.L. EXISTING ELEVATION(T1 SCALE: 1'-20' FOR 11x17 1'=10' FOR 22.34 0' to' 20' LEGEND A.G.L. — ABOVE GROUND LEVEL C.L — CENTER LINE Existing A (1/Sector, TYp. OF 3 jlf H, hest A rtenanee Elev. — 10�94 A.G.L. Structure S ht 4/ Stru. = 1�hA.G.L. C.L. OF Existing Antennas _ ELEV.107 tt TO Existing 108' Mon, (Cedar Bluff Tower I :i ZD1 9-1 40O1,A SON THE PROPOSED ANTENNAS, REMOTE RADIO HEADS WILL BE PAINTED THE COUNTY APPROVED COLOR (SHERWIN WILLMMS JAVA BROWN 118090) NEW ANTENNAS IN THE HIGHEST ARRAY WILL BE INSTALLED USING A MODIFIED F-USH—DESIGN WITH LOW —PROFILE MOUNTING BRACKETS SO THAT NO POINT ON THE RACK OF THE ANTENWlS SHALL BE MORE THAN 18 INCHES FROM THE FACE OF THE MONOPOLE AS DETAILED IN THE ANTENNA FILM VIEW PROVIDED ON SHEET C2. PROPOSED ANTENW ' COMMSCOPE NHH-6S—R2B & DIMENSIONS. 95' (H) X 11.9' (W) X 7.1' (D) MISTING ANTENNAS: BM-70083-4CF & DIMENSIONS: 47.4' (H) X 11.2'(W) X5.0'(D) ANTENNAS WILL BE CONNECTED TO IXISTING CABLES THAT RUN VERTICALLY INSIDE THE MONOPOLE STRUCTURE. THERE WILL BE NO CHANGE TO THE IXISTNG TOP HEIGHT OF THE TOWER OR ITS LIGHTING ROD 05 A RESULT OF THESE PROPOSED VERIZON WIRELESS ANTENNA (2/SECTOR, TYP. OF 3 SECTORS) Structure Height — Elev. = 108 t A.G.L. C.L OF PROPOSED ANTENNAS ELEV.104 t2 A.G.L PROPOSED VERIZON WIRELESS RRH (2/SECTOR, TYR. OF 3 SECTORS) Existing 108' Monopole (Cedar Bluff Tower 1) PROPOSED ELEVATION �1 SCALE: 1'-20' FOR ttx17 1'=10' MR 22.34 0' to' 20' vemonv/ VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CEDAR BLUFF CONSTRUCTION DRAWINGS 1 04/14/22 PER COMMENTS 0 10/26/21 FOR CONSTRUCTION 0 Dewberrys Dewberry Engineers Inc. fleas UW Book Dl sub Ae Glen Aux. VA ssaO FMxw, scral wl F¢eeAr2ho es, ......e..,t.�ram 8 Hw s 1.ma.wmaatm3 p0 04/14/2°jW �'ssTDNA1. DRAWN BY: JEC RENEWED BY: BAR CHECKED W. HGS PROJECT NUMBER: 50135037 SITE ADDRESS: 300 PANORAMA ROAD EARLYSVILLE, VA 22936 SHEET TITLE EXISTING & PROPOSED ELEVATION SHEET NUMBER C-3 i� Existing N (Cedar Bluff T EXISTING ANTENNA MOUNT DETAILO N.T.S NOffi: 1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR CLARV. 2. AG.L - ABOVE GROUND LEVEL C.L - CENTER LINE AM.S.L - ABOVE MEAN SEA LEVEL 3. ANTENNA, EQUIPMENT, & EASEMENTS SUBTECT TO CHANGE. 4. USE WEATHER TIGHT CONNECTIONS FOR ALL CONDUITS CONNECTING TO EQUIPMENT. 5. ALL CONDUITS AND COAX CABLES SHOULD BE SECURELY FASTENED TO THE ICE BRIDGE, WAVEGUIDE. AND MOUNT, 6. ALARM CONDUIT MUST END WITHIN 6' OF RRH MU. 7. CONTRACTOR SHALL COORDINATE ANTENNA AZIMUTHS WITH RF WORKSHEET TOWER 1 EQUIPMENT SCHEDULE i� PROPOSED 85/813 RRH-BR04C ( I DUAL RRU BRACKET BELOW ANTENNAS OW./SECTOR) Existing Monopol (Cedar Bluff Tower 1 2SCH40 X 8' MAST PIPE TO BE REMOVED AND REPLACED WITH 3.5SCH40 X 12' MAST PIPE (TTP —3) NOTES: EXISTING AND PROPOSED EQUIPMENT BASED ON MOUNT ANALYSIS PERFORMED BY DEWBERRY ENGINEERS. INC. DATED 09/14/21 AND THE RFDS PROVIDED BY VERIZON WIRELESS DATED 08/05/21. ,aJ1' FOR Gr" 18" (STANDOFF FROM FACE OF TOWER TO BACK OF ANTENNA NOT TO EXCEED 18' THE PROP05ED ANTENNAS, REMOTE RADID HEMS WILL BE PANTED THE COUNTY APPROVED COLOR (SHERWIN WILLIAMS JAVA PROPOSED ANTENNAS: COMMSOOPE NHH-65-R2B & DIMENSIONS: 95- (H) X 11.9- (W) X 7.1- (D) EXISTING ANTENNAS: BXA-7D063-4CF & DIMENSIONS: 47.4- (H) X 11.2' (W) X 5.0- (D) ANTENNAS WILL BE CONNECTED TO EXISTING CABLES THAT RUN VERTICALLY INSIDE THE MONOPOIF STRUCTURE. THERE WILL BE NO CHANGE TO THE EXISTING TOP HEIGHT OF THE TOWER OR ITS UGHTING ROD AS A RESULT OF THESE PROPOSED B2/B66A RRH-BM49 DU�RRU B ACKETNTO TED BELOW ANTENNAS OYP./SECTOR) I:UIYep vIeIDJ-Pg1 PROPOSED DUAL MOUNT BRACKET BSAMNT-SBS-1-2 (TYP.-3) oR A JZO, PROPOSED ANTENNA MOUNT DETAIL@ N.T.S EXISTING PROPOSED FINAL OTY BAD CA ANTENNA MODEL OTY BAD CA ANTENNA MODEL B OTY BAD CA ANTENNA MODEL 8 3 107'-0' BXA-70063-4CF (TO BE REMOVED) 6 104'-0' NHH-65C-R2B 6 104'-0" NHH-65C-R2B 3 107'-0' NOKIA RRH (TO BE REMOVED FROM SHELTER) 3 104'-0' B2/B66A RRH-BRO49 (RMIU-D1A) 3 104--0- 82/866A RRH-BRO49 (RMIU-D1A) 12 107'-0' Coax Cables (TO BE REMOVED) 3 104'-0' 85/813 RRH-BRO4C (RNOIU-D2A) 3 104--0- 85/813 RRH-BR04C (RNOIU-D2A) 1 104'-0' OVP BOX ROMOC-6627-PF-48 1 104'-0' OVP BOX ROMOC-6627-PF-48 1 104'-0' HYBRID CABLE 1 104'-0' HYBRID CABLE verizo I VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CEDAR BLUFF CONSTRUCTION DRAWINGS 1 04/14/22 PER COMMENTS 0 10/26/21 FOR CONSTRUCTION 0 Dewberrys Dewberry Engineers Inc. aaos UW B=k Dn s WbM Glen Nbn. VA 2. H_ssasss.7e57 eee '— 02�R OpIxa 8G s 1xHa.wm061013 10 04/14/222 �'ssT0NA1. DRAWN BY: JEC REMEWEO BY: BAR CHECKED BY: HGS PROTECT NUMBER: 50135037 SITE ADDRESS: 300 PANORAMA ROAD EARLYSVILLE, VA 22936 SHEET TIRE CEDAR BLUFF TOWER 1 ANTENNA CONFIGURATION SHEET NUMBER C-4 i� Existing I (Cedar Bluff I EXISTING ANTENNA MOUNT DETAILO N.T.S ml 1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR CIARV. 2. AG.L — ABOVE GROUND LEVEL C.L — CENTER LINE AM.S.L — ABOVE MEAN SEA IEVEL 3. ANTENNA, EQUIPMENT, & EASEMENTS SUBJECT TO CHANGE. 4. U5E WEATHER TIGHT CONNECTIONS FOR ALL CONDUITS CONNECTING TO EQUIPMENT. 5. ALL CONDUITS AND COAX CABLES SHOULD BE SECURELY FASTENED TO THE ICE BRIDGE, WAVEGUIDE. AND MOUNT. 6. ALARM CONDUIT MUST END WITHIN 6' OF RRH PORT. 7. CONTRACTOR SHALL COORDINATE ANTENNA AZIMUTHS WITH RF WORKSHEET TOWER 2 EQUIPMENT SCHEDULE i� NOTES: EXISTING AND PROPOSED EQUIPMENT BASED ON MOUNT ANALYSIS PERFORMED BY DEWBERRY ENGINEERS. INC. DATED 09/14/21 AND THE RFDS PROVIDED BY VERIZON WIRELESS DATED O8/05/21. Existing (Cedar Bluff B� '1?i'y0�fCTOR lzp. PROPOSED ANTENNA MOUNT DETAIL@ N.T.S EXISTING PROPOSED FINAL OTY RAD CA ANTENNA MODEL $ Off RAD CA ANTENNA MODEL $ Off RAD CA ANTENNA MODEL J4 3 107'-0- BXD-90409080CF (TO REMAIN) 3 107'-0" BXD-90409080CF (TO REMAIN) 6 107'-0' Coax Cables (TO REl 6 107'-0" Coax Cables (TO REMAN) CEDAR BLUFF COMBINED EQUIPMENT SCHEDULE EXISTING PROPOSED FINAL OTY RAD CA ANTENNA MODEL ip OTY RAD CA ANTENNA MODEL $ OTY RAD C/L ANTENNA MODEL $ 3 107'-0' BM-70063-4CF (TO BE REMOVED) 6 104'-0' NHH-65C—R2B 6 104'-0' NHH-65C—R2B 3 107'-0' NOKIA RRH (TO BE REMOVED FROM SHELTER) 3 104'-0' 82/86M RRH—BR049 (RFV01U—D1A) 3 104'-0- 82/86M RRH—BR049 (RFV01U—D1A) 12 107'-0' Coax Cables (TO BE REMOVED) 3 104'-0' 85/813 RRH—BR04C (RFV01U—DM) 3 104'-0' 85/813 RRH—BR04C (RFV01U—DM) 3 t07--0' BXD-90409080CF (TO REMAIN) 1 104'-0' OVP BOX RCMDC-6627—PF-48 1 104'-0' OVP BOX RCMDC-6627—PF-48 6 107'-0' Coax Cables (TO REMAIN) 1 104'-0' HYBRID CABLE 1 104'-0' HYBRID CABLE 3 107'-0' BXD-90409080CF (TO REMAIN) 6 107'-0' Coax Cables (TO REMAIN) verizon� VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CEDAR BLUFF CONSTRUCTION DRAWINGS 1 04/14/22 PER COMMENTS 0 10/26/21 FOR CONSTRUCTION 0 Dewberrys Dewberry Engineers Inc. 48oelalweiooxon s. WUM Glen Alen. VA 2XX0 FMxw eW1ex, FFel &M1(O.M, eerCerry mn p2�WLT73 OpL� TxNo.awT0a1D>3 pO 04/14/2°j� �'ssT0NA1. DRAWN III JEC RENEWED BY: BAR CHECIQD BY: NOS PROJECT NUMBER: 50135037 SITE ADDRESS: 300 PANORAMA ROAD EARLYSVILLE, VA 22936 SHEET 1111E CEDAR BLUFF TOWER 2 ANTENNA CONFIGURATION SHEET NUMBER C-5