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HomeMy WebLinkAboutCCP201900002 Application 2019-06-24Application for Comprehensive Plan Compliance PROJECT NAME: (how should we refer to this application?): Regional P25 Radio Infrastructure Proiect (Charlottesville — UVA — Albemarle County Emergency Communications Center)- COB5 site PROPOSAL (use separate sheet, if needed): Please see attached COMPREHENSIVE COMP PLAN LAND USE/DENSITY: LOCATION: Albemarle County Office Building-1600 5th St. Charlottesville, VA. TAX MAP PARCEL(s): 54P MAGISTERIAL DISTRICT: Contact Person (Who should we call/write concerning this project?): Helen Moeller- Project Manager - Harris Corporation Address 221 Jefferson Ridge Parkway City Lynchburg State VA Zip 24501 Daytime Phone (434) 258-1159 Fax # ( ) E-mail Hmoeller@harris.com Owner of Record Albemarle County c/o Finance Administration Rm 149 Address 401 McIntire Rd City Charlottesville State VA Zip 22902 Daytime Phone ( ) mail Applicant (Who is the Contact person representing?): Gabe Elias- ECC Systems Manager-Charlottesville-UVA-Albemarle County Emergency Communications Center Address 2306 Ivy Rd. City Charlottesville State VA Zip 22903 Daytime Phone (434) 971- 3087 Fax # ( ) E-mail _eg lias(a),albemarle.org Does the owner of this property own (or have any ownership interest in) any abutting property? If yes, please list those tax map and parcel numbers Parcel 54Z FOR OFFICE USE ONLY ❑ Compliance with the Comprehensive Plan (CCP) ❑ Special Use Permits: C Concurrent review of Site Development Plan? History: ❑ ZMA's & Proffers: ❑ Letter of Authorization ❑ YES ❑ NO Regional P25 Radio Infrastructure Project (Charlottesville — UVA — Albemarle County Emergency Communications Center)- C01135 site Purpose: The Emergency Communications Center (ECC) operates a regional 800 MHz public safety land mobile radio system on behalf of the County of Albemarle, the City of Charlottesville, and the University of Virginia. The system provides interoperable, mission -critical communications to nearly 3,000 regional public safety and public service users. As part of an enterprise -wide project to replace end -of -life infrastructure and improve public safety communications coverage and reliability, the ECC is seeking to add 123-foot monopole tower (including foundation) at the Albemarle County Office Building on Fifth Street (COB5). Albemarle County Office Building -5t" St. (COBS): The COB5 facility is a fundamental equipment location for the new regional (Charlottesville, UVA, Albemarle) P25 Radio system currently under construction. COB5 is already the regional ECC's backup dispatch and equipment facility, including 9-1-1, data systems, and dispatch equipment and space. This radio system is designed with fully redundant capabilities, including redundant critical components and dispatch infrastructure at COB5. In the case of a critical event, dispatch could be performed at the COB5 facility. For reliable connectivity to the COB5 facility, microwave radio is necessary. A tower is required at the COB5 location for mounting the microwave antennas at the proposed heights. This provides a critical link to this facility to maintain continuous communications with the overall P25 system. ALBEMARKLE CoUrNTY AREA MAP NO SCALE �4jSAast� Mo@r s-6T `E` s m. SITE / Y✓r S't d�� m �g dF N G �yc4 �9ee�agh R@ a gk�Of °mow G hww VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA 22902 SITE TYPE NEW MONOPOLE STRUCTURE HEIGHT: 122'-0" H. STRUCTURE TYPE: MONOPOLE ANTENNA QTY: 2 ANTENNA HEIGHT (CL): SEE SHEET C2.1 SCOPE OF WORK: - (1) NEW MONOPOLE - (2) NEW MW DISH ANTENNAS - (1) NEW ICE SHIELD - (1) NEW ICE BRIDGE - NEW ROOF PROTECTION SITE INFORMATION PROPERTY OWNER: COUNTY OF ALBEMARLE LATITUDE: 38- 00' 19.98"N (38.005551-N) SITE ADDRESS: 1600 5TH ST (NAD 83) CHARLOTTESVILLE, VA 22902 LONGITUDE: 078. 30' 59.42"W (078.516505°W) APPLICANT: ALBEMARLE COUNTY EMERGENCE (NAD 83) COMMUNICATIONS CENTER 2306 IVY ROAD GROUND ELEVATION: CHARLOTTESVILLE, VA 22903 463' COUNTY: ALBEMARLE (NAVD 88) PROJECT TEAM A/E SERVICES: FORGE SERVICES, INC- 1 S660 MIDWEST RD. STE 140 TEL. (630)451-9890 OAKBROOK TERRACE, IL 60181 WWW.FORGE-INC.COM CODE COMPLIANCE 2012 VIRGINIA CONSTRUCTION CODE W/AMENDMENTS 2012 VIRGINIA (STATEWIDE) FIRE PREVENTION CODE 2011 & 2012 EDITIONS OF NATIONAL ELECTRIC CODE W/AMENDMENTS LIGHTNING PROTECTION CODE: NFPA 780-2000 LIGHTING PROTECTION CODE SUBCONTRACTOR WORK SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES AS ACCEPTED BY THE LOCAL JURISDICTION WITH ALL ADOPTED CODES AND AMENDMENTS IN EFFECT ON THE DATE OF THE CONTRACT AWARDS SHALL GOVERN THE DESIGN. AMER CAN CONCRETE INSTITUTE (ACI 318), BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION, ASD, 141h EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS DO NOTAPPLY DRAWING INDEX NO. { SHEET NO. SHEET TITLE REVISIONS 1 T1.1 i- TITLE SHEET 2 3 C1.1 C1.2 _. _. ..... .. .. .. .. .. ...._ SITE PLAN COMPOUND PLAN _.._ 4 5 C2.1 — — C3.1 -- ELEVATION & ANTENNA DETAILS - -- — -- ......... ......... CABLE BRIDGE DETAILS 6 7 C4.1 31.1 DETAILS GROUNDING DIAGRAM 8 ........—._.�L_.-..__.._..____"y_._ 9 G2.1 j G3.1 GROUNDING RISER ............................_._.........................—.----------------------- .........................................._..__._.... _.......... GROUNDING DETAILS - 10 11 -- I G4.1 GN1.1 ...................---.......... ------....... _......................... .._..--...... GROUNDING DETAILS GENERAL NOTES 12 13 { GN2.1 GN3.1 GENERAL NOTES GENERAL NOTES ------ 14-18 I — ......................_.. ----.._. ROOF PROTECTION PLAN APPROVALS PRINT NAME SIGNATURE DATE CONSTRUCTION: RF: OPERATIONS: DEVELOPMENT: ALBEMARLE COUNTY 4IRGINIA 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 (434) 296-5822 221 JEFFERSON RIDGE PKWY LYNCHBU RG, VA 24501 PHONE: 1434) 455-6600 forge'.^. yY FORGE SERVICES, INC. (> T: (630) 451-9890 1S6W MIDWEST RD. STE. IM OAKBROOK TERRACE, IL 601B1 B+T GROUP T: IS 18) 5874630 B+T GRP F8'z9s0 1717 S. B0OUULLDER AVE. SUITE 300 TULSAOK 74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL DATE A 08/27/2018 ISSUED FOR LEASE EXHIBIT ............ ................ ............... .:............ .....____.'___—___..__.._........ B 08130/2018 ' ISSUED FOR LEASE EXHIBIT 0 05/07/2019 ISSUED FOR FINAL —. .—........- CONSTRUCT ONLY FROM DRAWINGS MARKED "IS SU F NSTRUCTION' ���ALTH OF �f o � UU JO W. ELLY I1I y Lic. o. Z ��ww VEXPIRATI. G, 11 (� l NAL �� 919 - . i ©2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED i I VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE . �. %i"o �,uz� r c ' �F1701i'TITLE SHEET VIRGINIA ONE -CALL SYSTEM Know what's below. CALL BEFORE YOU DIG Call before you dig- THIS NOTICE MUST BE AT LEAST 72 T1.1 HOURS /THREE WORKING DAYS PRIOR TO THE START OF EXCAVATION THIS DRAWING IS SCALED FOR 11.17 PAPER (U.S. GO—ABLOID") SITE PLAN LEGEND I 1 SCALE: 1" = 50'-0" QO MANHOLENALVE VAULT 0 CATCH BASIN ® CURB INLET ® VALVE YY FIRE HYDRANT STREET LIGHT/LIGHT POST UTILITY/POWER POLE GUY WIRE/ANCHOR Q TELEPHONE PEDESTAL Q ELECTRIC METER Fl GAS METER Q TRAFFIC SIGNAL z TRAFFIC SIGNAL BOX o SIGN ® MAIL BOX p HANDHOLE DRAINPIPE DFES (AT END OF PIPE) X CHAIN LINK FENCE 1 WOOD FENCE o DEPRESSED CURB CONCRETE CURB & GUTTER SANITARY SEWER �i—�— STORM SEWER w WATER MAIN OE OVERHEAD ELECTRIC E UNDERGROUND ELECTRIC Ow OVERHEAD WIRES r UNDERGROUND TELCO G GAS LINE FO UNDERGROUND FIBER BUSH/SHRUB TREE DECIDUOUS TREE NON -DECIDUOUS DRAINAGE ARROW CONTOUR LINE 5 3�9 SPOT ELEVATION T/F TOP OF FOUNDATION T/C TOP OF CONCRETE FF FINISHED FLOOR AGL ABOVE GROUND LEVEL BOUNDARY LINE CONCRETE ASPHALT GRAVEL BRICK NEW BUILDING/EQUIPMENT EXISTING BUILDING r , L._.J LEASE SITE EASEMENT ALBEMARLE COUNTY 117IRGINIA 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 (434) 296-5822 �K�Sc221L PHONE: (434) 455-6600 forge 0�U CD FORGE SERVICES, INC. G T:(630) 45119890 - > iS660 MIDWEST RD. STE. IM OAKBROOK TERRACE, IL 60181 BrT GROUP T: IS 18) 587-0630 B+T GRP FSOLU29s0 1717 S. BOULDER AVE. SUITE 300 TULSgOK 74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL DATE DESCRIPTION A 08/27/2018 ISSUED FOR LEASE EXHIBIT ............. ................ ............... .............. ............... ....................____..__........ B 08130/2018 ' ISSUED FOR LEASE EXHIBIT 0 105/07/2019 1 ISSUED FOR FINAL CONSTRUCT ONLY FROM DRAWINGS MARKED "IS j �ni�iNSTRUCTION" ���p,LTN OF �f o JOHN W. LLY III y Lic. 3527 B ING, INC COA- ANAL EXPIRATI 0 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE SITE PLAN c1.1 COMPOUND PLAN LEGEND QO MANHOLENALVE VAULT 0 CATCH BASIN ® CURB INLET ® VALVE YY FIRE HYDRANT STREET LIGHT/LIGHT POST UTILITY/POWER POLE GUY WIRE/ANCHOR Q TELEPHONE PEDESTAL Q ELECTRIC METER F-1 GAS METER Q TRAFFIC SIGNAL z TRAFFIC SIGNAL BOX o SIGN ® MAIL BOX p HANDHOLE DRAINPIPE DFES (AT END OF PIPE) X CHAIN LINK FENCE 1 WOOD FENCE o DEPRESSED CURB CONCRETE CURB & GUTTER SANITARY SEWER �i—�— STORM SEWER w WATER MAIN OE OVERHEAD ELECTRIC E UNDERGROUND ELECTRIC Ow OVERHEAD WIRES r UNDERGROUND TELCO G GAS LINE FO UNDERGROUND FIBER BUSH/SHRUB TREE DECIDUOUS TREE NON -DECIDUOUS DRAINAGE ARROW CONTOUR LINE 3�9+ SPOT ELEVATION T/F TOP OF FOUNDATION T/C TOP OF CONCRETE FF FINISHED FLOOR AGL ABOVE GROUND LEVEL BOUNDARY LINE CONCRETE ASPHALT GRAVEL BRICK NEW BUILDING/EQUIPMENT EXISTING BUILDING r , L._.J LEASE SITE EASEMENT 1 SCALE: 1" = 10'-0" 1 C2.1 oA� ALBEMABLB COUNTY VIRGINIA 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 [(Q> (434) 296-5822 /'zR/Sc 221 JEFFERSON RIDGE PKWY LYNCHBURG, VA 24501 PHONE: (434) 45545600 forge U�r �t FORGE SERVCES, INC. Ai4 Fe?- T: (630) 451-9890 IWO MIDWEST RD. STE. 140 OAKBROOK TERRACE, IL 60181 GROUP T: 1918)18) 587�630 B+T GRP F:IS,6)29s29Ma 1711 S. BOULDER AVE. suITE 300 TULSA,OK74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL REV DATE A 08/27/2018 ISSUED FOR LEASE EXHIBIT ............. ................ ................ ..:..................------------- .._.... B 08130/2018 ' ISSUED FOR LEASE EXHIBIT 0 i 05/07/2019 ISSUED FOR FINAL CONSTRUCT ONLY FROM DRAWINGS MARKED "ISSI CONSTRUCTION" ALTH OF � Lf o JOHN LLY Illy Lic. IQ /✓/ f ff I NG, INC S� COA- ZONAL 1 EXPIRAT 0 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE COMPOUND PLAN C1.2 ELEVATION SCALE: NITS CL/ PROPOSED MW DISH ANTENNA 120'-0" AGL PROPOSED 6 FT. MW DISH ANTENNA SEE 2/C2.1 & 4/C2.1 PROPOSED CABLES ROUTED UP TOWER PROPOSED MONOPOLE TOWER MONOPOLE TOWER HAND HOLE, TYP. T/ PROPOSED TOWER ELEV. ±123'-0" AGL ANTENNA PLAN @ 120 FT. AGL 2 SCALE: 1 /4" = V-0" PROPOSED 6 FT. MW DISH ANTENNA ON NEW MOUNTING PIPE SEE SHEET 4/C2.1 75[dzLolld11a ANTENNA PLAN @ 67 FT. AGL 3 SCALE: 1/4" = 1,-0„ PROPOSED 3 FT. MW /ti 0I5H ANTENNA ON 4 % NEW MOUNTING PIPE �Oo/yy SEE SHEET 5/C2.1 T 92 PROPOSED MONOPOLE N N PROPOSED ICE SHIELD MOUNTED AT 71 FT. A.G.L. NOTES: FOR REFERENCE ONLY CONFIGURATION SHOWN IS .�.. PRELIMINARY. VERIFY ANTENNA CL/ PROPOSED MW DISH ANTENNA MODELS AND QUANTITIES PRIOR TO THE STRUCTURAL ENGINEERING OF THE TOWER AND ELEV. 67--0" AGLf CONSTRUCTION. ITS FOUNDATION IS UNDER A SEPARATE CONTRACT. VERIFY AZIMUTHS W/ RF ENGINEER REQUIREMENTS SET FORTH BY THIS ENGINEER MAY PRIOR TO CONSTRUCTION OR MAY NOT BE KNOWN OR REFLECTED IN THESE MICROWAVE ANTENNA SPECIFICATIONS MICROWAVE ANTENNA SPECIFICATIONS DRAWINGS. PROPOSED 3 FT. 4 5 CONTRACTOR SHALL MODIFY TOWER ONLY IN MW DISH ANTENNA SCALE: NTS SCALE: NTS ACCORDANCE WITH TOWER STRUCTURAL DESIGN, SEE 3/C2.1 & 5/C2.1 DETAILS, AND REPORT UNDER SEPARATE CONTRACT AND UNDER SEPARATE COVER. ` ANY CHANGE OR OMISSION MUST BE APPROVED IN C ~ WRITING BY TOWER STRUCTURAL ENGINEER; ALL REPRESENTATIONS OF TOWER AND TOWER r' FOUNDATION ARE FOR REPRESENTATIONAL > PURPOSES ONLY CONTRACTOR TO VERIFY CABLING CONNECTION CONFIGURATION, ANTENNA AZIMUTHS RECEIPT OF FINAL RFDS, ALL CONNECTIONS, AND CONFORMANCE TO STRUCTURAL DESIGN; ALL DEVIATIONS TO BE REPORTED IMMEDIATELY TO HARRIS PERSONNEL. EXISTING A/C UNITS, IYP. 8' -0" MIN FROM AIR HANDLER EXISTING AIR TO TOWER INTAKE UNITS T/ GRADE ELEV. 0'-0" AGL O TING PIPE COMMSCOPE VHLP6-6W TYPE POINT-TO-POINT NOMINAL DIAMETER 6 FT WEIGHT 209 LBS (95 KG) MOUNTING PIPE 0 4.5 IN RADOME COLOR WHITE RADOME MATERIAL POLYMER REFLECTOR NIECE Ed DIMENSIONS A 76.3IN (1938 MM) B 15 IN (381 MM) C 38.7 IN (984 MM) D 12.2 IN (310 MM) E 11.7 IN (297 MM) COMMSCOPE VHLP3-11W TYPE POINT-TO-POINT NOMINAL DIAMETER 3 FT WEIGHT 37 LBS (17 KG) MOUNTING PIPE 0 3.5 IN -4.7IN RADOME COLOR GRAY RADOME MATERIAL COMPOSITE BROADBAND REFLECTOR 1 PIECE DIMENSIONS A 39.3IN (999 MM) B 16 IN (407 MM) C 15.2 IN (387 MM) D 2.4 IN (60 MM) E 17.2 IN (437 MM) 08 ALBEMIARLE COUNTY I VIRGINIA 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 �IRGIN� (434) 296-5822 221 JEFFERSON RIDGE PKWY r LVNCHBURG, VA 24501 PHONE: (434) 455-6600 forge's ;! o C 1 FORGE SERVICES, INC. (F T: (63D STE. 190 �, `,< iS660 MIDWESTRD. STE. 40 OAKBROOK TERRACE, IL 60181 B+T GROUP T:(918)5874630 B+T GRP .BOU BOULDER E. 1 ]i ] S. BOULDER AVE. SUITE 300 TULSA,OK 74119119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL REV DATE A 08/27/2018 ISSUED FOR LEASE EXHIBIT .._.._.....i..._.........._.._.._........1..........._......_......_.............._.............._.............._............ B 08/30/2018 ISSUED FOR LEASE EXHIBIT .......................................___..-.................._.-.............................. ...... ........._. .... 0... 05/07/2019 .i. ISSUED FORFINAL....... __............. CONSTRUCT ONLY FROM DRAWINGS MARKED "ISSUED FQR CONSTRUCTION" ���ALTH OA ® JO W. $LLY III y Lie. 27 ERING, INC. f l� EXOPIRA I/ 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE ELEVATION & ANTENNA DETAILS C2.1 ITHIS DRAWING IS SCALED FOR 11.17 PAPER (US GOAT 'TABLOID) CABLE BRIDGE PLAN 1 SCALE: 1l4" = 1'-0" 10 FT. GALV. BRIDGE POST PROPOSED ENTRY PANEL, SEE 3/C3.1 PROPOSED CABLE BRIDGE ENLARGED ELEVATION 2 SCALE: NTS-- EXI5TI SEE 5I GALV. BI ENTRY PANEL DETAIL 3 SCALE: NTS PROPOSED 6 PORT ALUMINUM ENTRY PANEL (VALMONT #E1449 OR APPROVED EQUAL), SEAL ALL UNUSED PORTS W/ INCLUDED SEALING CAPS, SIZE 4" RUBBER BOOTS ACCORDING TO CABLE SIZE LINE OF WALL OPENING SEAL ENTRY PANEL TO WALL IN CONTINUOUS SEALANT BED PER MFR RECOMMENDATIONS NOTE5: - PORT PLATES SHIP L005E; CONTRACTOR INSTALLED. - INTERIOR 51DE OF OPENING TO BE FINISHED WITH WHITE ALUMINUM TRIM PROPOSED MONOPOLE 23" 0 0 0 0 ---------------------------------------- I I I - I i I I I I I I I I I I I \ 0 0 -. I I I \I I I I ,' I I '� � I I i --------------------------------------- 0 0 0 0 CABLE BRIDGE SECTION 4 SCALE: NTS =1 =1I l=d I=III .. � II III G" GP5 ANTENNA (MANUF. BY LUCENT) SUPPLIED BY OWNER/ INSTALLED BY CONTRACTOR, SEE 5HEET I/C4. 1 PIPE CAP UNIVERSAL CANTILEVER KIT, SITE PRO #HHD24-K GRIP -STRUT BRIDGE CHANNEL, SITE PRO #GR524 HORIZONTAL HANGER BRACKET; VALMONT #20G744 HOT DIP GALVANIZED 3" STD. PIPE (5CHED. 40) P05T5. MINIMUM 2 P05T5 PER BRIDGE, 5'-0" SPACING MAXIMUM. EXOTHERMIC WELD COPPER GROUND LEAD TO PIPE; CONNECT TO SITE GROUND SYSTEM; SEE SHEET G 1. 1 r•� R.a d�r�7•m R� `�•�. BRIDGE CHANNEL HORIZONTAL HANGER BRACKET ALBEMARLE COUNTY VIRGINIA �2 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 (434) 296-5822 R/Sc 221 1EFFERSON RIDGE l— LVNCHBURG, VA 24501 PHONE: (434) 455-6600 forge";,- 0L(: -0 01? FORGE SERVICES, INC. O T: (630) 451-9890 1 S660 MIDWEST RD, STE. 1M OAKBROOK TERRACE, IL 60181 B+T GROUP T: IS 18) 5874630 B+T GRP F: E 1717 S. BOOULDERULDER AVE. . SUITE 300 TULSA,OK74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL REV DATE A 08/27/2018 ISSUED FOR LEASE EXHIBIT ..... ; B 08130/2018 ISSUED FOR LEASE EXHIBIT 0 05/07/2019 ISSUED FOR FINAL ......_.._.;._�.-__..i.�-__. ._........ ... CONSTRUCT ONLY FROM DRAWINGS MARKED ISSUJ5,FOCONSTRUCTION" V, OF JOH W. LLY III y Lie. 02043527 , EOPIRA b� 1�19'L�E © 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE CABLE BRIDGE DETAILS C3.1 THIS DRAWING IS SCALED FOR 11.17 PAPER W S. GOAT "TABLOID") GPS ANTENNA DETAIL 1 SCALE: NTS PIPE CAP WELDED PIPE TO PIPE CLAMP PIPE PIPE GROUND GPS ANTENNA SET SCREW I � SCHED. 40 x 18" LNG MIN. 55 OR GALV. PIPE WEATHERPROOFING KIT ANDREW N221213 OR EQUAL VERIFY WITH PROJECT MANAGER J" O COAX CABLE (OR EQUAL) MIN. BENDING RADIUS PER MFG5 SPECIFICATIONS EXOTHERMIC WELD FOR GROUND 1. THE GP5 ANTENNA MOUNT 15 DESIGNED TO FASTEN TO A STANDARD 1-114"0, 5CH. 40 GALVANIZED OR STAINLESS STEEL PIPE. THE PIPE MUST BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MIN OF 18")USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH PERPENDICULAR CUT. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNAS MOUNT. 2. GPS ANTENNA MUST BE PLUMB TO WITHIN 115" OVER 0-0" 3. INSTALL ANTENNA AS INDICATED ON SITE PLAN. IF INSTALLING ON CABLE BRIDGE GPS 15 TO BE PLACED A MINIMUM OF I O' ABOVE GRADE, ON THE FURTHEST POST FROM THE TOWER TO ATTAIN MAXIMUM EXPOSURE TO SKY 4. GP5 TO BE PLACED WITH OPTIMUM 3G0° VIEW OF SKY; WHEN PLACING ON THE 51DE OF A WALL OR VERTICAL STRUCTURE, GP5 MUST BE A MINIMUM OF 3' AWAY ON STANDOFFS. NOT USED 2 SCALE:NTS NOT USED 3 oFe�& SCALE: NTS % ALBEMARLE PI4 COUNTY I VIRGINIA 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 ((Q+ (434) 296-5822 �* !2211.11ERSONRI."P�.R.VA.. PHONE: (434) 4554i600 forge ,. FORGE SERVICES, INC. T: (630) 451-9890 IWO MIDWEST RD, STE. 140 OAKBROOK TERRACE, IL 60181 BrT GROUP T: 1918) 587-0630 -.P B+T GRP F: BOULDE111) R AVE 215 ;;....... 1717 S. BOULDER AVE. SUITE 300 TULSA,OK74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL CONSTRUCT ONLY FROM DRAWINGS MARKED "ISSUED.FOR CONSTRUCTION" y V, H OF L� uo JO LLY III y SAL vRING, IfdC. �� �flNAL ti,i © 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE DETAILS C4.1 THIS DRAWING IS SCALED FOR 11.17 PAPER (US. GOW. TABLOID') GROUNDING DIAGRAM SCALE: NTS (;Rnl)Nnimc NnTF.S: 1 . GROUNDING BAR MOUNTED ON TOWER FOR ANTENNA GROUNDING REQUIREMENTS. COORDINATE MOUNTING AND LOCATION WITH ANTENNA PLACEMENT. 2. 410 AWG GREEN INSULATED CONDUCTOR FROM ANTENNA GROUND BAR TO GROUND BAR MOUNTED AT TOWER BASE ON STRUCTURE. 3. BOND FENCE POST TO GROUND RING AS SHOWN U51NG EXOTHERMIC WELD. BOND FENCE GATE TO P05T WITH A FLEXIBLE COPPER JUMPER STRAP, ERICO #FJ2G24 OR BURNDY TYPE "B" PROVIDE EXOTHERMIC WELDS AND ANY NECESSARY ACCESSORIES TO BOND STRAP TO GATE AND FENCE POST. PROVIDE LENGTH AS REQUIRED TO MAKE CONNECTION. 4. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UNDERGROUND POWER, TELCO, GROUNDING CONDUITS, AND ALL OTHER UTILITIES EASEMENTS AND/OR WIRES PRIOR TO TRENCHING. ANY DAMAGE CAUSED TO THE EXISTING UNDERGROUND SERVICES OR SYSTEMS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. VERIFY WITH UTILITY NEW SERVICE HAS BEEN APPLIED FOR. THERE SHALL BE NO SPLICING OF GROUND CONDUCTORS BELOW GRADE. 5. ALL GROUNDING CABLE IN CONCRETE SHALL BE IN PVC OR NON-METALLIC SEAL -TIGHT. NO METALLIC CONDUIT 15 TO BE USED FOR GROUNDING CONDUCTOR SLEEVES. G. DO NOT INSTALL BURIED GROUND RING OUTSIDE OF PROPERTY LINE. NOTIFY THE CONSTRUCTION MANAGER 24 HOURS IN ADVANCE WHEN THE BURIED GROUND KING IS INSTALLED 50 THAT A REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACK FILLED WITH SOIL. 7. ALL EXTERIOR GROUNDING CONDUCTORS SHALL CONFORM TO SECTION 4.1 OF 55EO 3.018.02.004. 5/8"O X 10-0" LONG GROUND BAR PLACED 1 2'-0" APART MIN. (C/I I G5/8154G9) W/ ROD TO STRAP ADAPTER INSTALLED (C/I G 10/8G2734) FOR GROUND ROD CONNECTION TO COPPER STRAP, TYP. #2 AWG TINNED SOLID BARE COPPER CONDUCTOR CADWELDED TO TOWER (TYPE VS) AND ROUTED TO TOWER GROUND RING WITH 112" PVC RACEWAY TOWER GROUND RING (3" WIDE COPPER STRAP BURIED 3'-0" DEEP MIN. IN DITCH) COPPER GROUND BAR MOUNTED AT BASE OF TOWER ON STEEL P05T (C/I G 1 O/885000) 2\0AWG CABLE BRIDGE I L__ 3" WIDE COPPER STRAP BURIED 3'-0" DEEP MIN. IN DITCH (CA G 10/908274), TYP. 8. ALL EXOTHERMIC WELDS TO BURIED GROUND I I RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE SPLICE EXOTHERMIC WELDS. 9. ALL CADWELD5 SHALL BE COLD GALVANIZED EXCEPT FOR COPPER TO COPPER. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. 12. 10. WHERE MECHANICAL CONNECTORS (TWOHOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF KOPRSHIELD OR BURNDY PENETKOX-E ANTI -OXIDE COMPOUND ON ALL CONNECTORS. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTORS. NO OTHER ANTIOXIDANT 15 ACCEPTABLE. USE STAINLESS STEEL HARDWARE THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH EXISTING AFTER CONNECTION 15 MADE TO MAINTAIN COKKO51ON RESISTANCE. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED TO. LEGEND AND KEYNOTES (a10"0 x 42" DEEP INSPECTION WELL (ICV BY CARL50N INDUSTRIES OR APPROVED EQUAL; INCLUDE SPECIFIED GROUND ROD INSIDE WELL W/ CADWELD CONNECTIONS ® 5/8"0 x 10'-0" LONG COPPER CLAD GROUND ROD; MIN. 18" BELOW GRADE AT MINIMUM 1 2'-0" O.C. (WITH EXOTHERMIC WELD TO GROUND WIRE) • EXOTHERMIC WELD CONNECTION O MECHANICAL CONNECTION -�-� NEW GROUND RING EXISTING GROUND WIRE (IF APPLICABLE) COAX CABLE NOTES: A. FOR NUMBER OF GROUNDING RODS REQUIRED REFER TO SPECIFICATION 10000 > 55LP REQUIREMENT. B. ALL GROUND BARS TO BE TINNED COPPER. C. LOCATION OF THE MIGB'5 TO BE DETERMINED IN FIELD AND MAY BE LOCATED AND SUPPORTED AS CL05E TO EQUIPMENT AS FEASIBLE AND PRACTICAL TO ACHIEVE THE DESIGNED CONFIGURATIONS. D. ALL STEEL WITHIN G' OF 51TE SHALL BE GROUNDED. E. GROUNDING SYSTEM CONNECTIONS TO COMMERCIAL -GRADE FENCING AND GATES SHALL BE MADE USING EXOTHERMIC WELDING. COAT ALL WELDED CONNECTIONS WITH ZINC -ENRICHED PAINT TO PREVENT RUSTING. F. ALL DITCHES TO BE 3'-0" DEEP. G. ALL DITCHES TO HAVE 5 BAGS OF G.E.M. MATERIAL (C/I G70/483033) ADDED BEFORE COVEKNG. EXISTING GROUND RING I EXOTHERMICALLY WELD GROUNDING CONDUCTOR TO COMMUNICATION STRUCTURE AT POLE -BASE FLANGE AND BOND TO BURIED GROUND SYSTEM WITHIN A 3/4" FLEXIBLE CONDUIT SLEEVE. VERIFY BEND 15 45 DEGREES FROM GROUND TO POLE. THE TOP OF THE UTILITY METER GROUND ROD SHALL BE G" ABOVE THE SUB -GRADE OR PER LOCAL JURISDICTION REQUIREMENTS. 13. CONTRACTOR SHALL PERFORM MEG TEST (GROUND RESISTANCE) ON THE GROUNDING SYSTEM. THESE TE5T5 SHALL BE OBSERVED BY THE CONSTRUCTION MANAGER. GROUND FIELD READING SHALL BE 5 OHMS MAXIMUM, OR ADDITIONAL GROUNDING METHODS APPLIED. SEE 55EO 3.015. 10.002. 14. ALL GROUND RODS AND GROUNDING SYSTEM SHALL COMPLY WITH 55EO 3.018. 10.002. 15. ALL CONDUCTORS SHALL BE COPPER TYPE THWN INSULATION UNLESS OTHERWISE NOTED. 20. A MINIMUM OF 2 TEST RUNS SHALL BE MADE AT 90° (100 FOOT RUNS). TEST RESULTS SHALL BE GIVEN TO THE CONSTRUCTION MANAGER. I G. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE 21 THERMAL WELDS AT GROUND RODS AND SHALL BE A MINIMUM OF 30'' BELOW GRADE OR G" BELOW FROST LINE, WHICHEVER IS DEEPER, 17. GROUNDING SHALL BE IN ACCORDANCE WITH THE FOLLOWING ATBT PROJECT NUMBER PRACTICE5 (AS REQUIRED): K. 55EO 3.018.02.004 BOUNDING, GROUNDING AND TRANSIENT PROTECTION FOR CELL SITES. 18. 55F0 3.015. 10.002 SITE PE515TANCE TO EARTH TESTING (3 POINT FALL OF POTENTIAL). 9. REFER TO DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. PROVIDE FOR ALL OTHER ADDITIONAL GROUNDING CONNECTIONS WHICH MAY BE REQUIRED AT THE 51TE (I.E, FENCES, GATE5 METAL EQUIPMENT, ELECTRICAL SERVICE SYSTEMS, ETC.) TO COMPLY WITH ALL STATE LOCAL CODES, AND THE NATIONAL ELECTRICAL CODE 2008. 22. ALL GROUNDING CONNECTIONS AND INSTALLATIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS AND THE NATIONAL ELECTRICAL CODE 2008. ;oAr r3 ALBEMABLB COUNTY VIRGINIA 401 McINTIRE ROAD [(Q> CHARLOTTESVILLE, VA 22902 (434) 296-5822 !221 JEFFERSON RIDGE P LYNCHBU RG, VA.. PHONE: (434) 4554i600 forge }} 4.'"PLsv)r FORGE SERVICES, INC. T: 1630)451-9890 iS660 MIDWEST RD. STE. 140 OAKBROOK TERRACE, IL 60181 BrT GROUP T: (918) 587-0630 ry? B+T GRP FSOUL2E AVE 1717 S. BOULDER AVE. SUITE 300 TULSA,OK 74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL REV DATE A 08/27/2018 ISSUED FOR LEASE EXHIBIT ............. _............... ..................;...............-..------------- .._.... B 08130/2018 ' ISSUED FOR LEASE EXHIBIT 0 I 05/07/2019 1 ISSUED FOR FINAL CONSTRUCT ONLY FROM DRAWINGS MARKED "ISS FaD.EQ ONSTRUCTIOI' ���p,LTH OF Gj o JO W. ELLY III y Lie. 3527 o� RING, IC V w GO A 0584pNAL VI © 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE GROUNDING DIAGRAM G1.1 THIS DRAWING IS SCALED FOR 11.17 PAPER (US. GOW. TABLOID') GROUNDING RISER DIAGRAM 1 SCALE: NTS PROP05ED 5' LIGHTNING PP.OP05ED 5E JNTING PIPE, TYP. ANTENNA; SEE C2. 1 FOR QTY. 4" X G" GROUND COLLECTOR BAR AT EACH MW ANTENNA (G-0" FROM ANTENNA MAX.) TYPICAL COLLECTOR BAR FOR EACH ANTENNA LOCATION BOND TO TOWER PER MANUF. RECOM M EN DATION5 CONNECTION TO COPPER STRAP: TYP. LEGEND AND KEYNOTES (a10"0 x 42" DEEP INSPECTION WELL (ICV BY CARL50N INDUSTRIES OR APPROVED EQUAL; INCLUDE SPECIFIED GROUND ROD INSIDE WELL W/ CADWELD CONNECTIONS ® 5/8"0 x 10'-0" LONG COPPER CLAD GROUND ROD; MIN. 18" BELOW GRADE AT MINIMUM 1 2'-0" O.C. (WITH EXOTHERMIC WELD TO GROUND WIRE) • EXOTHERMIC WELD CONNECTION O MECHANICAL CONNECTION -�-� NEW GROUND RING --- EXISTING GROUND WIRE (IF APPLICABLE) COAX CABLE GROUND WIRE INSIDE 1 /2'' PVC SLEEVE; WIRE TO BE #2 AWG 501-0 TINNED UNLE55 NOTED OTHERWISE o�A�a ALBEMARLE .14 COUNTY VIRGINIA 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 ((Q+ (434) 296-5822 221 JEFFERSON RIDGE PKWY LYNCHBURG, VA 24501 PHONE: (434) 4554i699 forge"u, 0 0 0 FORGE SERVICES, INC. C-- �. T: (630) 45119890 JMW MIDWEST RD, STE. 140 OAKBROOK TERRACE, IL 69181 BrT GROUP T: IS 18) 5874630 265 B+T GRP F: BOULDER AVE. 1717 S. BOULDER AVE. SUITE 300 TULSA,OK 74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL BATE A 08/27/2018 ISSUED FOR LEASE EXHIBIT ............. _............... ..................;...............-..-----------.-_.._........ B 08130/2018 ' ISSUED FOR LEASE EXHIBIT 0 I 05/07/2019 1 ISSUED FOR FINAL . ._........ ... CONSTRUCT ONLY FROM DRAWINGS MARKED "ISS 5INSTRUCTIOI` �tip,L a OF JOHN I y 0 7 l e �"�"N C5 � E COA- © 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE GROUNDING RISER G2.1 THIS DRAWING IS SCALED FOR 11.17 PAPER (US. GOVI.'TABLOID") CRIMP CONNECTION DETAIL 1 SCALE: NTS COMPRE55ION TAP (TYP) TWO -HOLE LUG CONNECTION DETAIL 2 SCALE: NTS #2 STRANDED GREEN COPPER WIRE #2 STRANDED GREEN �— COPPER WIRE 55 BOLT PLASTIC CLIP 24" C/C (TYP) EXOTHERMIC WELD SCHEDULE 4 SCALE: NTS 14 Type GR SINGLE CABLE TO TOP OF GROUND ROD. mL HORIZONTAL COPPER CONDUCTOR TO FLAT STEEL 5URFACE OR TOP OF HORIZONTAL PIPE. Type VS CABLE DOWN AT 459 TO RANGE OF STEEL PIPE5. 55 FLAT WA5HER - EDGE OF HORIZONTAL FLAT BU5BAP.. HORIZONTAL CABLE5 LAPPED AND NOT CUT. T% CABLE DOWN AT 459 TO VERTICAL STEEL 5URFACE. 31 Type PC PARALLEL TAP CON N ECTION5 OF HORIZONTAL CABLES. THROUGH CABLE PLUS TAP CABLE TO TOP OF GROUND ROD. GROUND COLLECTOR BAR 3 SCALE: NTS COPPER GROUND BAR #2 AWG (N5ULATED STRANDED 55 FLAT WASHER GROUND WIRE TO OTHER SECTOR 55 LOCK WA5HER GROUND BAR 55 NUT )ATION COMPOUND ED BETWEEN ALL METAL 5URFACE5 TEE CONNECTIONS OF HORIZONTAL RUN AND TAP CABLES. Type GT THROUGH CABLE TO TOP OF GROUND ROD. U L GROUND BAR AT TOWER BASE 5 SCALE: NTS 0 GOP, GRC.ND K1T� aaLe a a a a a a a a a 4/0 AWG GREEN 5TRANDED TO - DE5IGNATED GROUND BAR AT TOP OF TOWER COAX GROUND KITS NOTES: I . TINNED COPPER GROUND BAR, 1/4" X 4" X 20" NEWTON IN5TRUMENT5 CO. CAT. NO. B-G 142 OR APPROVED EQUAL, HOLE CENTERS TO MATCH NEM5 DOUBLE LUG CONFIGURATION 0 2. I1\15ULATOR5 TO BE NEWTON CAT. NO.3015-8 OR APPROVED EQUAL 3 a a 3. 5/8" LOCK WA5HER5; NEWTON GAT. NO. I A-G05G OR APPROVED EQUAL ® 4. 5/8" - I I X I" M.M.C.5. BOLTS; NEWTON CAT. I a NO. 301 2-1 OR APPROVED EQUAL 5. COAT ALL 5URFACE5 WITH 'KOPEP.5HIELD' BEFORE MATING G. ALL HARDWARE TO BE 5TAINLE55 STEEL UNLE55 OTHERWI5ENOTED 7. NUTS TO FACE OUT TWO HOLE LUG Wl 410 AWG GREEN STRANDED GROUND WIRE GROUND TO TOWER STEEL 0 a a 55 FLAT WASHER a � 55 BOLT TWO HOLE LUG TO BE U5ED W/ #2 GROUND WIRE (#2 50LID COPPER TINNED TO U/G GROUND RING; TYP. l GROUND ROD TO STRAP ADAPTER CONNECTION s SCALE:NTS • EXOTHERMIC WELD CONNECTION (WHERE APPLICABLE) CABLE GROUND KIT DETAIL % SCALE: NTS COAX CABLE WEATHERPROOFIN( GROUNDING 5TRAI I I I CREW ON LUG ATT/ --- TO GROUNDING (h COPPER GROUND BAR I 55 FLAT WA5HER, 55 LOCK WASHER 55 NUT LUG 3" WIDE COPPER STRAP BURIED 3' DEEP MIN. (C/I G 10/908274) ROD TO 5TRAP ADAPTER W/ GROUND WIRE HARDWARE (CA G 10/8G2734) COPPER STRAP BONDED TO GROUND ROD WI EXOTHERMIC NOTES: WELD CONNECTION DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 5/5" 0 X 10'-0" LONG COPPER CLAD GROUND ROD 18" MIN. TH15 DETAIL 15 TYPICAL FOR EACH COAX CABLE WHERE IT 15 BELOW GRADE SPECIFIED TO BE GROUNDED ALBEMARLE COUNTY VIRGINIA 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 (434) 296-5822 HOA"Ims 221 1EFFERSON RIDGE PKWY LYNCHBU RG, VA 24501 PHONE: 1434) 455-6600 forge";`. C n c 0 �L',' FORGE SERVICES, INC. O T:(630) 45119890 1 S660 MIDWEST RD. STE. IM OAKBROOK TERRACE, IL 601B1 4=� B+T GROUP IS 18)5874630 F: IS18 9M265 —n B+T GRP 1717S.SOULDER AVE. SUITE 300 TULSA,OK74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL REV DATE A 08/27/2018 ISSUED FOR LEASE EXHIBIT ..... _............... ..................;...............-..----'-------.—_.._........ B 08130/2018 ISSUED FOR LEASE EXHIBIT .........__ ..-........ 0 05/07/2019 ISSUED FOR FINAL ......_.._. . . ._........ ... CONSTRUCT ONLY FROM DRAWINGS MARKED " STRUCTION" �P 0,P � Lf © JOHN W. LLY III y Lic. 0 20 0� LAW B f�G, IANc�J 11 COA- (�1 EXPIRATIO 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE GROUNDING DETAILS G3.1 THIS DRAWING IS SCALED FOR 11.17 PAPER (U.S. GOVT.'TABLOID") COAX ENTRY DETAIL SCALE: NTS `e EXTERIOR 1 < O TO GROUND CONNECTION AT INSPECTION WELL E] GROUND INSPECTION WELL DETAIL 3 SCALE: NTS INTERIOR 3/ 1 G" THK COATED STEEL COVER SPECIFIED COMPOUND GRADING MATERIAL CADWELD CONNECTION (TYPE GP) 10"0 X 3G" LONG SCHEDULE 40 PVC GROUND INSPECTION WELL (HANGER #3GOP42) #2 TINNED 50LID COPPER GROUND WIRE CADWELD CONNECTION (TYPE TA) GROUND WIRE A5 5PECIFIED IN GROUND PLAN CADWELD CONNECTION (TYPE GR) #2 TINNED 50LID COPPER GROUND WIRE CADWELD CONNECTION GROUND WIRE A5 SPECIFIED (TYPE TA) —IN GROUND PLAN WAVEGUIDE PORT AND TRIM KIT INSTALLED IN PREPARED CONCEALED OPENING COAXIAL CABLE SIZE AND QUANTITY PER SCHEDULE - ALL CABLE SHALL BE LOGICALLY ROUTED TO MINIMIZE UNNECESSARY BENDING ALL UNUSED PORT HOLES TO BE SEALED WITH SUPPLIED COVERS WITH STAINLESS STEEL PIPE CLAMPS (SUPPLIED AND INSTALLED BY CONTRACTOR) GROUND BUSS URE GAUGE MOUNTED ON WALL GROUND STRAP TRANSITION DETAIL 5 SCALE: NTS EXTERIOR MASTER GROUND BAR 2 SCALE: NTS WAVEGUIDE PORT PLATE 3/8" DIA. HC 20" X 4" X/4" COPPER #2 AWG 50LID OR STRANDED TINNED BARE COPPER WIRE EXOTHERMIC WELD CONNECTION (TYPE L)) 4" X 4" X I /4" COPPER GROUND BAR EXOTHERMIC WELD CONNECTION (HANGER MOLD TYPE BHBBVTD) CONTRACTOR TO COORDINATE W/ HANGER FOR SPECIFIC MOLD PER COPPER STRAP THICKNE55 3" WIDE COPPER STRAP NOT USED s SCALE: NTS 2-HOLE COMPRESSION LUG ATTACHED TO WAVEGUIDE PLATE #2 SOLID TINNED COPPER CONDUCTOR EXOTHERMIC WELD CONNECTION TO GROUND BAR (TYPE NC OR SIMILAR) EXOTHERMIC I WELD CONNECTION (TYPE IJ) II /4u GLASTIC INSULATOR EXOTHERMIC WELD CONNECTION(HAKGER MOLD TYPE BHBBVTD) CONTRACTOR TO COORDINATE W/ HANGER FOR SPECIFIC MOLD PER COPPER STRAP THICKNESS 3" WIDE COPPER STRAP; TYP. -A ALBEMABLE COUNTY VIRGINIA 401 McINTIRE ROAD CHARLOTTE SVILLE, VA 22902 [(Q> (434) 296-5822 221 1EFFERSON RIDGE PKWY LYNCHBU RG, VA 24MI PHONE: 1434) 455-6600 for u FORGE SERVICES, INC. L� T: (630) 451-9890 - JS6W MIDWEST RD. STE. IM OAKBROOK TERRACE, IL 601B1 B+T GROUP T:(918)5874630 265 B+T GRP F: BOULDE918) R AVE. 1 J11 S. BOULDER AVE. SUITE 300 TULSA,OK74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL REV BATE k A 08/27/2018 ISSUED FOR LEASE EXHIBIT B 08/30/2018 1 ISSUED FOR LEASE EXHIBIT 0 05/07/2019 I ISSUED FOR FINAL . ._........ .... CONSTRUCT ONLY FROM DRAWINGS MARKED "I�ISTRUCTIOP Op Gf JOH W. LLY_I1I CoA $oMNAL 'v` jlF- EXPIRATI 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE GROUNDING DETAILS G4.1 THIS DRAWING IS SCALED FOR 11.17 PAPER (U.S. GOVT.'TABLOID") PART I GENERAL 1 .01 CARRIER REPRESENTATIVE A. THE SITE DEVELOPMENT MANAGER (5DM) OR HIS DESIGNEE (INCLUDING BUT NOT LIMITED TO THE ARCHITECT/ENGINEER, OR CONSTRUCTION MANAGER) SHALL SERVE AS THE SINGLE POINT OF CONTACT. C. CONTRACTOR SHALL VERIFY ALL CHANGES ARE ACCEPTED BY FORGE SERVICES, INC. 1.02 INTENT A. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND COMPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. B. THESE SPECIFICATIONS AND DESIGN DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED AND THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THE PROJECT. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN THE DOCUMENTS. D. THE PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT THE INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, TYPE, OR QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. E. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK. HOWEVER, NO CHANGES THAT ALTER THE CHARACTER INTENT OF THE DESIGN WILL BE MADE OR PERMITTED WITHOUT A CHANGE ORDER FROM THE OWNER. 1.03 SHOP DRAWINGS A. CONTRACTOR TO SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE SPECIFICATIONS AND THROUGH THE GENERAL CONTRACT TO FORGE FOR APPROVAL. B. SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO FORGE SERVICES, INC., UNLESS SPECIFICALLY NOTED OTHERWISE; CONTRACTOR SHALL NOT FABRICATE STEEL UNTIL DRAWINGS HAVE BEEN ACCEPTED IN WRITING. C. ALL SHOP DRAWINGS TO BE REVISED, CHECKED AND CORRECTED BY GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE 5DM. 1.04 PRODUCTS AND SUBSTITUTIONS A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBMISSION. IN EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED INSPECTIONS AND DRAWING NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHOULD PROPERLY INDICATES AND DESCRIBE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE 5DM, SUBMIT ACTUAL SAMPLES TO THE 5DM FOR APPROVAL IN LIEU OF CUT SHEETS. 1.05 COMPLIANCE A. ALL MATERRIAI-5, DESIGN AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES (SOME ARE LISTED HEREIN) ORDINANCES, AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. UPON THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE CARRIER WITH THE CERTIFICATES OF OCCUPANCY (IF REQUIRED), JOB SITE PERMITTED PLANS AND INSPECTION CARD WITH ALL FINAL INSPECTION SIGNATURES AND OTHER LEGAL DOCUMENTS TO VERIFY SUCH COMPLIANCE. WHERE NO CODES EXIST, THE WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE AND/OR THE SPECIFICATIONS HEREIN, WHICHEVER IS MORE STRINGENT AND A DOCUMENT STATEMENT SHALL BE FURNISHED TO THIS EFFECT. B. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY COMPLIANCE WITH THE GOVERNING CODES AND TO NOTIFY THE 5DM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. C. REFERENCES TO ANY STANDARD OR CODE OF PRACTICES IN THIS SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITION CURRENT AT THE TIME OF AWARD OF THE CONTRACT. D. THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE ACQUISITION SPECIAL STIPULATIONS AS OUTLINED IN THE JOB SPECIFICATIONS, OR AS DIRECTED BY THE 5DM. I . ANSI/TIA - 222 - G 2. INTERNATIONAL BUILDING CODE ((BC) 3. NATIONAL ELECTRICAL CODE (NEC) WITH ALL AMENDMENTS 4. AMERICAN INSTITUTE FOR STEEL CONSTRUCTION OR SPECIFICATIONS (A(SC) 5. LIFE SAFETY CODE NFFA - 101 G. FEDERAL AVIATION REGULATIONS E. CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND PRACTICE ALL OSHA SAFETY GUIDELINES WHILE PERFORMING SERVICE. F. TOWER PLATFORM AND ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES AND SUPPORT STRUCTURES, G. WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PROTECTION SYSTEM, THE CONTRACT COMPANY IS RESPONSIBLE FOR PROVIDING A SUITABLE SYSTEM FOR ITS EMPLOYEES. H. GENERAL CONTRACTOR WILL HAVE A QUALIFIED PERSON WITH TOOLS AT THE TIME OF INSTALLATION OF EQUIPMENT. l��Z!LT]uW1F�7r11[fLl A. FAA APPROVAL WILL BE SUPPLIED BY OTHERS BUT MUST BE CONFIRMED BY THE CONTRACTOR WITH THE 5DM PRIOR TO THE ERECTING OF TOWER (IF APPLICABLE). 1.07 INSPECTIONS: A. THE CONTRACTOR SHALL NOTIFY THE 5DM AT LEAST 48 HOURS IN ADVANCE OF REQUIRED JURISDICTIONAL INSPECTIONS AND INSPECTIONS THAT WILL BE REQUIRED BY THE 5DM OR OTHER DESIGNATED CARRIER REPRESENTATIVE ARE: I . INSPECTION OF GROUNDING SYSTEM PRIOR TO COVER UP 2. PRACTICAL COMPLETION B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT ALL RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT IN A TIMELY MANNER. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS. 1.05 ENVIRONMENTAL PROTECTION: A. NOISE LEVEL: THE CONTRACTOR SHALL ENSURE THAT STATE AND LOCAL REGULATIONS ARE COMPLIED WITH IN REGARD TO NOISE LEVELS PRODUCED BY HIS OR HIS SUBCONTRACTOR'S EQUIPMENT OR METHODS OF CONSTRUCTION. PART 2 SPECIALTY ITEMS 2.00 READY -MIX CONCRETE: A. UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS, READY -MIX CONCRETE SHALL BE 4,000 PSI STRENGTH CONCRETE CONFORMING TO THE ASTM C 94 STANDARDS. SUBMIT DESIGN TO 5DM FOR APPROVAL ONE WEEK PRIOR TO POURING CONCRETE. EACH BATCH OF CONCRETE DELIVERED TO THE SITE MUST BE ACCOMPANIED BY A DELIVERY TICKET, PREPARED BY THE READY -MIX SUPPLIER STATING THE TICKET NUMBER, DELIVERY DATE, TIME OF ARRIVAL AT SITE, QUANTITY DELIVERED, AMOUNT OF WATER ADDED ON SITE, MIXING, AND TRAVEL TIME TO THE SITE, AND TIME THAT BATCH POUR WAS COMPLETED. B. CEMENT SHALL BE PORTLAND TYPE I OR II AS PER ASTM C 150 STANDARDS. AGGREGATES SHALL BE EVENLY GRADED BETWEEN I/4 AND 3/4 INCHES AS PER ASTM C 33 STANDARDS. WATER SHALL BE POTABLE WATER CEMENT RATIO AS PER AC( 301 . AIR ENTRAINING IN EXTERIOR EXPOSED CONCRETE SHALL BE G PERCENT PER ASTM 2GO. THE USE OF WATER -REDUCING ADMIXTURES IS PERMITTED. NOTIFY THE 5DM IN ADVANCE OF USING SUCH ADMIXTURES. C. WHERE SITE CONDITIONS, WEATHER, REQUIRE ADJUSTMENTS TO THE CONCRETE DESIGN MIX, THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE 5DM IN ADVANCE OF ORDERING THE CONCRETE. D. COVER THE REINFORCING STEEL WITH WATERED SOAKED BURLAP TO PREVENT THE STEEL FROM EXCEEDING THE AMBIENT AIR TEMPERATURE. KEEP SUBGRADE EVENLY MOISTENED TO OPTIMUM MOISTURE CONTENT. THE USE OF WATER -REDUCING ADMIXTURES IS PERMTfTED. NOTIFYTHE 5DM IN ADVANCE OF USING SUCH ADMIXTURES. E. UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS, ALL EXPOSED SURFACES SHALL RECEIVE A BROOM FINISH PERPENDICULAR TO THE PRIMARY TRAFFIC PATH OR LONGEST DIMENSION OF THE SURFACE. EXPOSED EDGES OF ALL TOWER FOUNDATIONS SHALL RECEIVE A 3/4' BY 3/4' INCH, 45 DEGREE CHAMFER. OTHER EXP05ED EDGES SHALL RECEIVE ATOOLED RADIUS FINISH. F. PROTECT ALL CONCRETE DURING POURING PERIODS FROM EXCESSIVE LOSS OF MOISTURE AND EXTREME TEMPERATURES (AS OUTLINED ABOVE). IF NECESSARY, SPRAY CONCRETE WITH A CONCRETE CURING COMPOUND TO MAINTAIN OPTIMUM MOISTURE CONTENT FOR A I DAY PERIOD. MINIMUM CURING - 28 DAYS STRENGTH. G. A MINIMUM OF 24 HOURS CURING OF MAT FOUNDATION CONCRETE IS REQUIRED BEFORE PLACING PIER FORMWORK AND CONCRETE. 2.01 TESTING AND INSPECTIONS A. SLUMP TESTS, AIR CONTENT TEST, TEMPERATURE READINGS, AND THE SECURING OF COMPRESSION TEST CYLINDERS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN THE PRESENCE OF AN APPROVED CARRIER REPRESENTATIVE. ONE OF EACH TEST (AS PER BLOW) AND THREE TEST CYLINDERS (AS PER ASTM C 30 SHALL BE TAKEN ON EACH CONCRETE BATCH AT THE BEGINNING OF POURING. TESTING REPORTS TO BE SUBMITTED TO CARRIER COMMUNICATIONS. 2.02 SLUMP A. THE SLUMP TEST SHALL BE PERFORMED ACCORDING TO ASTM C 143. THE ALLOWABLE SLUMP SHALL BE FOUR INCHES PLUS OR MINUS ONE INCH UNLESS OTHERWISE APPROVED BYTHE 5DM. 2.03 TEMPERATURE: A. UNDER NORMAL POURING CONDITIONS THE TEMPERATURE OF THE CONCRETE SHALL NOT EXCEED 90 DEGREES FAHRENHEIT (32 DEGREES CELSIUS) OR GO BELOW 45 DEGREES FAHRENHEIT (7 DEGREES CELSIUS). B. FOR PROPER RECORD KEEPING, EACH SET OF TEST CYLINDERS SHALL BE MARKED OR TAGGED WITH THE DATE AND TIME OF DAY THE CYLINDERS WERE MADE, THE SITE NAME AND LOCATION OF THE SAMPLED CONCRETE, THE DELIVERY TRUCK OR BATCH NUMBER, THE AIR CONTENT AND THE SLUMP. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DELIVERY OF ALL COMPRESSION TEST CYLINDERS TO CARRIER'S APPROVED TESTING LABORATORY. D. THE MINIMUM ACCEPTABLE COMPRESSIVE STRENGTH5 AS DETERMINED BYASTM C 39 SHALL BE 70 PERCENT OF FULL DESIGN STRENGTH AT 7 DAYS AND 100 PERCENT OF FULL DESIGN AT 28 DAYS. RESULT OF THE 7-DAY CYLINDER BREAK TEST MUST BE CONFIRMED BY THE CONTRACTOR PRIOR TO PLACING THE BUILDING OR ERECTING THE TOWER. WRITTEN CONFIRMATION OF THE 7-DAY AND 28-DAY CYLINDER BREAKS WILL BE REQUIRED IN THE PRACTICAL COMPLETION DOCUMENTATION. 2.04 CONCRETE REINFORCEMENT: A. ALL CONCRETE REINFORCING BARS SHALL BE GRADE GO, DEFORMED BARS CONFORMING TO ASTM AG 15 STANDARDS, UNLESS OTHERWISE SPECIFIED, AND SHALL BE FREE OF LOOSE RUST AND SCALE. HEATING AND WELDING OF REINFORCING BARS IS STRICTLY PROHIBITED. A THREE INCH MINIMUM CLEAR SPACE IS REQUIRED BETWEEN ALL REINFORCING AND ALL CONCRETE SURFACES. B. WELDED WIRE FABRIC SHALL BE PER ASTM A 185 STANDARDS. STEEL WIRE SHALL BE PLAIN COLD DRAWN WIRE AS PER ASTM A 62. C. ALL REINFORCING BOLSTER CHAIRS, SPACERS, AND OTHER ACCESSORIES FOR FASTENING BARDS AND WELDED WIRE FABRIC IN PLACE SHALL BE ACCURATELY POSITIONED AND SECURED WHILE CONCRETE IS BEING POURED. ALL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 3 INCHES, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS. 2.05 FORMWORK: A. PLACE, ERECT, SUPPORT, AND BRACE FORMS TO PROVIDE HARDENED INDICATED ON THE DRAWINGS. FOUNDATIONS SHALL BE FORMED TO A DEPTH OF 1 2" BELOW THE FROST OR IN ACCORDANCE WITH THE CONSTRUCTION PLAN, WHICHEVER IS GREATER. EXPOSED CONCRETE SURFACES SHALL BE CONSIDERED ARCHITECTURAL CONCRETE FORMED TO THE TOLERANCES 0.75 INCHES OVER ENTIRE DIMENSION AND HAVING SURFACE CONSISTENCIES AS PER ASTM 347 STANDARDS. B. FABRICATE FORMS TO ALLOW FOR EASY REMOVAL AFTER CONCRETE CURING WITHOUT THE NEED FOR PRYING AND HAMMERING AGAINST CONCRETE SURFACES. FORM MATERIALS SHALL BE SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF CEMENT PASTE. PROVIDE SUFFICIENT WALL THICKNESS OF TUBES TO PREVENT DEFORMATION DUE TO FORCES OF EXTERNAL PRESSURE. �i7!'lTi9��K�LR�I �3L A. BEFORE ANY FOUNDATION EXCAVATION BEGINS, THE CONTRACTOR SHALL VERIFY ALL SHELTER TOWER BASE, AND GUY ANCHOR LOCATIONS AS SHOWN ON THE SITE DRAWINGS. DISCREPANCIES SHALL BE REPORTED TO THE 5DM AS SOON AS POSSIBLE AND BEFORE EXCAVATION COMMENCES. 2.07 EXCAVATIONS A. EXCAVATE FOOTINGS AND FOUNDATIONS TO THE ELEVATIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION PLANS. EXTEND THE WIDTH OF EXCAVATIONS AT LEAST THREE FEET, OR IN ACCORDANCE WITH OSHA REGULATIONS -WHICHEVER IS GREATER, TO ALLOW FOR SAFE PLACING AND REMOVAL OF FORMWORK, INSTALLATION OF SERVICES AND PERFORMING INSPECTIONS. B. EXCAVATIONS CARRIED OUT BELOW THE DEPTHS INDICATED ON THE CONSTRUCTION PLANS OR AUTHORIZED BY THE 5DM SHALL BE CONSIDERED UNAUTHORIZED. AT NO ADDITIONAL EXPENSE TO CARRIER THE UNAUTHORIZED EXCAVATIONS SHALL BE FILLED TO THE ELEVATIONS INDICATED ON THE CONSTRUCTION PLANS WITH FOUNDATION, CONCRETE, A LEAN CONCRETE MIX, OR ADEQUATELY COMPACTED F.D.O.T. 5 1 CRUSHED STONE AS APPROVED BY THE 5DM. C. RESULTS AS APPROVED BY THE 5DM. EXPENSE FOR SUCH WORK SHALL BE REIMBURSED TO THE CONTRACTOR. D. UTILITY TRENCHES SHALL BE EXCAVATED AS REQUIRED BY THE CONSTRUCTION PLANS OR LOCAL CODES, WHICHEVER IS GREATER TO ALLOW INSTALLATION OF THE TOP OF THE PIPE OR CABLING TO BE BELOW THE FROST LINE. PROVIDE UNIFORM BEARING AND SUPPORT ALONG THE FULL LENGTH OF THE CONDUIT PIPE. REMOVE STONES AND OTHER OBJECTS FROM THE EXCAVATION THAT WOULD OTHERWISE CAUSE POINT LOADING DAMAGE. 2.08 FILL MATERIAL: A. FILL MATERIAL SHALL BE OBTAINED, TO THE MAXIMUM EXTENT POSSIBLE, FROM EXCAVATIONS ON SITE AND SHALL BE APPROVED BY THE 5DM. THE FILL MATERIAL SHALL CONTAIN NO ORGANICS OR ROCKS LARGER THAN G INCHES, NOR SHALL CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALS DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THE MATERIAL. MOISTURE CONTENT OF FILL MATERIAL SHALL BE WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT PRIOR TO COMPACTION. UNDERSLABS-ON-GRADE, PROVIDE FULLY COMPACTED DRAINAGE FILL CONSISTING OF A WASHED 51 STONE TO THE REQUIRED THICKNESS AND ELEVATIONS INDICATED ON THE CONSTRUCTION PLANS. 2.09 BORROW MATERIAL: A. UNDER SLABS -ON -GRADE, PROVIDE FULLY COMPACTED DRAINAGE FILL CONSISTING OF CRUSHED STONES TO THE REQUIRED THICKNESS AND THE FILL MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL. OCF�B ALBEMARLE COUNTY VIRGINIA 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 (434) 296-5822 221 JEPFERSON RIDGE PKWY LYNCHBURG, VA 24501 PHONE: (434) 455 00 forge g FORGE SERVICES, INC. T: (630) 451-9890 1 S660 MIDWEST RD. STE. IM OAKBROOK TERRACE, IL 60181 BrT GROUP T: IS 18) 587-0630 B+T GRP F:IS' 8) 1717 S. BOULDEE AVE.R SUITE 30000 TULSA,OK74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL CONSTRUCT ONLY FROM DRAWINGS MARKED "ISSUED FOR CONSTRUCTION" �tiA TH OF Lf �I o JO W. ELLY III y Lic. 7 i LN77G77, IA1� © 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVE. VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE GENERAL NOTES GN1.1 THIS DRAWING IS SCALED FOR 11.17 PAPER (US. GOW. TABLOID') 2. 10 BACKFILL AND COMPACTION: A. BACKFILL OPERATIONS SHALL ONLY COMMENCE AFTER ALL CONSTRUCTION BELOW FINISH GRADE HAS BEEN INSPECTED BY THE RELEVANT AUTHORITIES AND APPROVED BY THE 5DM. ALL DEBRIS, FORMWORK, EXCE55 MATERIAL, AND TRA511 SHALL BE REMOVED FROM THE EXCAVATION PRIOR THE BACKFILL. B. PLACE AND COMPACT FILL MATERIAL EVENLY ALONG THE FULL LENGTH OF ALL FOUNDATIONS, UTILITY CONDUITS AND PIPES AND EVENLY UNDER ALL SLABS AND PAVEMENTS TO THE REQUIRED ELEVATIONS. COMPACTION OF BACKFILL OR BORROW SOIL SHALL BE PERFORMED IN 12 INCH LIFT5 OF LOOSE MATERIAL WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR G INCH LIFTS OF L005E WHEN UTILIZING HAND OPERATED TAMPERS. C. COMPACTION OF ALL BACKFILL SHALL ACHIEVE 95 PERCENT OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH A5TM DG98. STRUCTURAL BACKFILL SHALL HAVE A MINIMUM COMPACTED WEIGHT OF 100 POUNDS PER CUBIC FOOT. D. FOR ALL FILLS AND EMBANKMENTS, DO NOT PLACE ON MUDDY OR FROZEN SURFACES, OR SURFACES THAT CONTAIN ORGANIC MATERIAL SUCH A5 LEAVES, GRA55, ROOTS, OR BRUSH. ON SLOPES STEEPER THAN 25 PERCENT GRADE, PLOW STRIP OR OTHEP.W15E BREAK UP THE SURFACE TO BOND FILL MATERIAL WITH THE EXISTING SURFACE. 2. 1 1 VAPOR BARRIERS AND FILTER FABRICS A. PROVIDE G MIL POLYETHYLENE VAPOR BARRIER WHERE INDICATED ON THE CONSTRUCTION PLANS. FILTER FABRIC SHALL BE A PERVIOUS GEO TEXTILE FABRIC OF POLYPROPYLENE, NYLON, OR POLYESTER FIBER WITH A 100 LB. TENSILE STRENGTH, 100 APPARENT OPENING SIZE AND A PERMEABILITY OF 150 GALLON5/MINUTE/5F. PART 3 EQUIPMENT SHELTER (IF APPLICABLE) 3.00 DELIVERY AND PLACEMENT: A. THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING WITH THE SHELTER MANUFACTURER FOR THE TIMELY DELIVERY OF THE SHELTER. THE SHELTER MANUFACTURER WILL FURNISH THE TRANSPORTATION OF THE 5HELTER TO THE SITE, THE CONTRACTOR 15 RESPONSIBLE FOR THE CRANE AND NECESSARY RIGGING EQUIPMENT TO PROPERLY PLACE THE SHELTER ON THE FOUNDATION. 3.01 ANCHORING: A. FOR STANDARD CONCRETE SHELTERS ON SLAB ON GRADE OR PERIMETER BEAM FOUNDATION, THE CONTRACTOR SHALL ANCHOR THE 5HELTER AS RECOMMENDED BY THE 5HELTER MANUFACTURER. THE CONTRACTOR SHALL AL50 PROVIDE LABOR AND SUPERVISION NECESSARY TO ASSEMBLE 5HELTER COMPONENTS REMOVED FOR SHIPPING PURPOSES. ALL SUCH WORKS PERFORMED BY THE CONTRACTOR ON THE SHELTER SHALL BE IN ACCORDANCE WITH THE SHELTER MANUFACTURER. 3.02 MISCELLANEOUS A55EMBLY A. TO SATISFY DOT RESTRICTIONS, SOME ON -SITE ASSEMBLY OF SHELTER COMPONENTS, PERFORMED BY THE CONTRACTOR, MAY BE REQUIRED. THESE ITEMS INCLUDE, BUT NOT LIMITED TO, THE DOOR CANOPY AND MAIN DISCONNECT SWITCH. THE CONTRACTOR WILL BE RESPONSIBLE FOR THIS A55EMBLY AND COORDINATION WITH THE SHELTER MANUFACTURER. 3.03 WALL, FLOOR, AND ROOF PENETRATIONS A. TO ONLY TH05E PENETRATIONS PROVIDED OR APPROVED BY THE SHELTER MANUFACTURER WILL BE PERMITTED. ALL PENETRATIONS FOR UTILITY SERVICES, ELECTRICAL CABLING, AND GROUNDING LEADS MUST BE SEALED WITH A SUITABLE WEATHER TIGHT COMPOUND SUCH A5 DUC5EAL OR APPROVED EQUIVALENT. 3.04 SHELTER CLEANLINESS A. THE CONTRACTOR IS RESPONSIBLE FOR THE CLEANLINESS OF THE SHELTER UNTIL THE DATE OF PRACTICAL COMPLETION. THE SHELTER I5 NOT TO BE USED FOR STORING THE CONTRACTOR'S ORSUB-CONTRACTORS' TOOLS, EQUIPMENT OR PERSONAL PROPERTY. ON -SITE PERSONNEL SHALL LIMIT THEIR ACCE55 TO THE BUILDING FOR THE PURPOSE OF PERFORMING THE WORK. B. AT ALL TIMES, THE AMOUNT OF DUST, DIRT, AND DEBRIS INSIDE THE SHELTER SHALL BE KEPT TO AN ABSOLUTE MINIMUM. GRAVEL FOR THE SITE COMPOUND SHALL BE PLACED, A5 SPECIFIED, AT THE EARLIEST P0551BLE TIME AND PRIOR TO THE COMPLETION OF WORK INSIDE THE SHELTER. C. DUE TO THE 51TE AND WEATHER CONDITIONS AND A5 DIRECTED BY THE 5DM, IT MAY BECOME NECESSARY FOR THE CONTRACTOR TO PROTECT THE SHELTER FLOOR WITH PAPER, PLASTIC OR PLYWOOD FROM FOOT TRAFFIC AND MUD. 3.05 5HELTER SECURITY: A. THE CONTRACTOR 15 RESPONSIBLE FOR SECURITY OF THE SHELTER AND ALL ITS COMPONENTS UNTIL THE DATE OF PRACTICAL COMPLETION. MAINTAIN A KEYED OR COMBINATION LOCK IN ACCORDANCE WITH THE SHELTER DESIGN AND A5 REQUESTED BYTHE 5DM FOR CARRIER USE PRIOR TO PRACTICAL COMPLETION. PART 4 ELECTRICAL PROVISIONS 4.00 GENERAL A. SUBMITTAL OF BID INDICATES CONTRACTOR HAS FAMILIARIZED HIMSELF WITH ALL OF JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDERTH15 CONTRACT. B. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION CONTRACTOR SHALL I55UE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT/ENGINEER L157NG ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. C. HEIGHTS SHALL BE VERIFIED WITH 5DM PRIOR TO IN5TALLATION. D. THESE PLANS ARE DIAGRAMMATIC ONLY; FOLLOW A5 CLOSELY A5 POSSIBLE E. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULLBOX, J-BOX, SWITCH BOX, ETC. IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (0.5.H.A.). F. CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATING SYSTEM ENERGIZED THROUGHOUT AND A5 INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR A5 OTHERWISE REQUIRED. G. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN SAFE CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLA55 OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, NBFU AND "UL" LISTED. H. CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ALL GOVERNING STATE, IBC, NEC, COUNTY AND LOCAL CODES AND 0.5.H.A. I. CONTRACTOR SHALL OBTAIN ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES PURSUANT TO THE WORK. J. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF SITE ACCEPTANCE BY 5DM. ANY WORK MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AND AT THE EXPENSE OF THE CONTRACTOR. K. ALL CONDUIT SHALL HAVE A PULL WIRE OR ROPE. L. PROVIDE 5DM WITH ONE SET OF COMPLETE ELECTRICAL "A5 INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. M. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO 5DM AT JOB COMPLETION. N. USE T-TAP CONNECTIONS ON ALL MULTICIRCUIT5 WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE. O. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE 5UBJECTED, AND A MINIMUM OF 22,000 A.I.C. P. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED A5 REQUIRED BY UBC, NEC AND ALL APPLICABLE CODES. Q. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. R. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE BUILDING CODES. 5. RECEPTACLES SHALL BE 10 AMPERE, 15 VOLT AC, HUBBELL 53G2 WHITE. MOUNT ALL RECEPTACLES AT 18" A.F.F. OR REQUIRED BY THE 5DM, OR APPROVED EQUAL. T. WALL SWITCHES SHALL BE 15 AMPERE, 20 VOLT AC, SINGLE -POLE HUBBELL 1 201 . U. PLASTIC PLATES FOR ALL SWITCH RECEPTACLES, TELEPHONE AND BLANKED OUTLETS, SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS. WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA UPD-8 LIFT COVER PLATES. V. WIRE AND CABLE CONDUCTORS SHALL BE COPPER GOOV, TYPE THHN ORTHWN, WITH A MIN. SIZE OF 12 AWG. COLOR CODES. ALL RECTIFIER DROPS SHALL BE STRANDED TO ACCEPT CRIMP CONNECTORS. W. GROUNDING CONDUCTORS SHALL BE 50LID TINNED COPPER AND STRANDED INSULATED 2 AWG COPPER. X. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/5' ROUND AND 10' LONG. HARGER OR APPROVED EQUAL. Y. ALL CHEMICAL GROUND RODS SHALL BE "UL" APPROVED. Z. METER SOCKET AMPERES, VOLTAGE NUMBER OF PHA5E5 SHALL BE A5 NOTED ON THE DRAWINGS MANUFACTURED BY SQUARE "D" COMPANY OR APPROVED EQUAL. 4.01 CONDUITS A. RIGID CONDUIT SHALL BE UL LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALL5 OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE I/2 LAPPED WRAPPED WITH HUNTS WRAP PROCE55 NO. 3. B. ELECTRICAL METALLIC TUBING SHALL HAVE UL LABEL, FITTING SHALL BE GLAND RING COMPRE55 ON TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. C. FLEXIBLE METALLIC CONDUIT SHALL HAVE UL LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL 51ZE GROUND WIRE. D. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALL5 UNLESS INDICATED OTHERWISE CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGELS TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH ARCHITECT PRIOR TO INSTALLING. E. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 OR 80 WITH UV PROTECTION UNLESS NOTED OTHERWISE. AT A MINIMUM DEPTH OF 24" BELOW GRADE IS REQUIRED AND WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO CALL JULIE 1-800-892-0 123 OR OTHER SUCH NOTIFYING AGENCY FORTY EIGHT (48) HOURS PRIOR TO STARTING AND DIGGING, TRENCHING, EXCAVATION, OR OTHER SUCH EARTH REMOVAL. F. ALL ALARMS SHALL BE (2) 22 AWG AND BE RUN FROM EACH OF THE ITEMS A5 INDICATED ON DRAWINGS. THE ALARM WIRES SHALL HAVE AN ADDITIONAL LENGTH REACHING TO THE FLOOR, TAGGED AND LABELED WITH THE APPROPRIATE ALARM ITEM. ALL CONTACTS WILL BE NORMALLY CLOSED, DRY AND ISOLATED FROM GROUND. ALARM WILL BE NEATLY RUN AND 5ECURED EVERY THREE FEET TO WALLS AND EXISTING CABLE TRAY. G. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. ELECTRICAL CONTRACTOR TO SET BILLING TO BE FORWARDED TO PROPER OFFICE. INDICATE SITE NAME AND NUMBER. H. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. I. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING TE5T5 FOR APPROVAL. SUBMIT TEST REPORTS TO 5DM. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 4.02 GROUNDING ELECTRODE SYSTEM A. PREPARATION I . SURFACE PREPARATION: 2. ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON -OXIDIZING AGENT APPLIED PRIOR TO INSTALLATION. 3. GROUND BAR PREPARATION: 4. ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON -OXIDIZING AGENT APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER WILL BE PERMITTED. 5. SLEEVES: G. ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH WALLS, FLOORS OR CEILINGS. IF CONDUCTORS MUST RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK. B. GROUND BARS I. ALL GROUND BARS SHALL BE I/4' THICK BARE COPPER PLATE AND OF SIZE INDICATED ON DRAWINGS. C. INTERIOR CONNECTIONS 1. ALL INTERIOR NON -ELECTRICAL MATERIALS, I.E. HVAC GRILLES, HOLLOW METAL DOOR FRAMES/DOORS, CABLE TRAYS, TELCO ENTRANCE CONDUIT (EMT ONLY), ETC. SHALL BE GROUNDED WITH G GREEN GROUND WIRES OR JUMPERS WITH SINGLE HOME RUN5 BACK TO THE MASTER GROUND BAR (THE CABLE TRAY, DOORFRAME AND STEEL CHANNEL MAY BE JUMPED TOGETHER AND HAVE A SINGLE GROUND WIRE CONNECTION TO THE MASTER GROUND BAR). ALL PAINT OR DELETERIOUS MATERIAL SHALL BE REMOVED AT THE POINT OF ATTACHMENT OF ALL GROUND JUMPERS. ALL SINGLE LUG CONNECTORS MUST BE BOLT-THRU USING STAR AND LOCK WASHERS. DOUBLE LUG CONNECTORS MAY BE SCREWED WITH STAR WASHERS. D. EXTERNAL CONNECTIONS 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, TEE'5, X'5, ETC. ALL CABLE TO GROUND RODS, GROUND ROD SPLICES AND LIGHTING PROTECTION 5Y5TEM A5 INDICATED. ALL MATERIALS U5ED (MOLDS, WELDING METAL, TOOLS, ETC.) SHALL BE BY "CADWELD" AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. 2. ALL GROUNDING AND BONDING CONDUCTORS SHALL BE CONNECTED BYTWO HOLES CRIMP TYPE (COMPRESSION) CONNECTIONS (EXCEPT FOR THE ACEG AND GROUND ROD) MECHANICAL CONNECTIONS, FITTING OR CONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOT BE USED. 3. THE SHELTER SKIDS STEEL FRAME SHALL BE GROUNDED AT TWO LOCATIONS (OPPOS(TE ENDS OF THE BUILDING) WITH A 2 SOLID -TINNED BARE COPPER WIRE CONNECTED TO THE EXTERNAL GROUND RING. ALL CONNECTIONS SHALL BE CADWELDED AND SPRAYED WITH COLD GALVANIZED PAINT. 4. WAVEGUIDE PORT AND BRIDGE SHALL BE GROUNDED TO THE EXTERNAL GROUND BAR (EGB) LOCATED BELOW THE WAVEGUIDE ENTRY PORT, WITH G SOLID WIRE. THESE CONNECTIONS SHALL BE DOUBLE LUG -BOLTED, SCREWED MECHANICAL CONNECTIONS WITH STAR WA5HER5 AND NO-OX GREASE. ALBEMARLE COUNTY VIRGINIA 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 (434) 296-5822 221 JEPFERSON RIDGE PKWY LYNCHBURG, VA 24501 PHONE: (434) 455 00 forge g FORGE SERVICES, INC. T: (630) 451-9890 1 S660 MIDWEST RD. STE. IM OAKBROOK TERRACE, IL 60181 BrT GROUP T: (918) 587-0630 265 l B+T GRP F: BOULDER AVE 1717 S. BOULDER AVE. SUITE 300 TULSA,OK 74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL CONSTRUCT ONLY FROM DRAWINGS MARKED "ISSUED F.OR CONSTRUCTION" _r11"!'ti LTH OF 10M Mt OLLY III y Lic. No.104=43527, ERING. $E.IIR A 12 L © 2019 FORGE SERVICES, INC. ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE GENERAL NOTES G N 2.1 THIS DRAWING IS SCALED FOR 11.17 PAPER (US. GOW. TABLOID') GROUND RODS I . ALL GROUND ROD5 SHALL BE 5/8" DIAMETER X 10'-0' LONG "HARGER" OR APPROVED EQUAL, OF NUMBER AND LOCATIONS INDICATED ON THE PLANS. GROUND RODS SHALL BE DRIVEN FULL LENGTH VERTICAL IN UNDISTURBED EARTH. ALL GROUND RODS TO BE NO MORE THAN I O' APART UNLESS OTHERWISE NOTED. F. CABLES I . ALL GROUND CABLES SHALL BE STANDARD TNND SOLID BARE COPPER AND OF 5(ZE INDICATED ON DRAWINGS. G. LUG5 I. LUG5 SHALL BE 2-HOLE, SHORT BARREL, STRAND COPPER UNLE55 OTHERWISE SPECIFIED IN THIS DOCUMENT. LUGS SHALL BE THOMA5 AND 5ETT5 SERIES 545 BE OR EQUIVALENT. I. A. 535 MGM DLO 1880BE II. B. 2G2 MCM DLO 1872BE M. C. 1 /0 DLO 48G2BE IV. D. 4/0 THWN AND BARE 48GGBE V. E. 2/0 THWN 48G2BE VI. F. 2 THHN 42075E VI(. G. G DLO 1 205BE 2. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, IT SHALL BE DONE GRADUALLY. THE CAPTURE OF THE TURN SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CHART: I. GROUND CONDUCTOR 51ZE MINIMUM BENDING RADIUS OF INSIDE EDGE II. NO. G AWG TO NO. 4 AWG 8 INC5 M. NO. 2 AWG TO NO. 1 /0 AWG 8 INC5 IV. NO. 2/0 AWG TO 750 MCM I FOX V. BUSS BAR NO RESTRICTIONS. H. GROUND RING 1. THE EXTERNAL GROUND RING ENCIRCLE THE BUILDING SHALL BE MINIMUM SIZE OF NO. 2 AWG SOLID TNND BARE COPPER CONDUCTOR IN DIRECT CONTACT WITH THE EARTH AT A DEPTH OF NOT LESS THAN 24 INCHES. CONDUCTOR BENDS SHALL HAVE A MINIMUM RADIUS 8 INCHES. 2. ALL EXTERNAL GROUND RING5 ARE TO BE JOINED TOGETHER AND ALL CONNECTIONS MUST BE EXOTHERMIC WELDS. NO LUGS OR CLAMPS WILL BE ACCEPTED. 3. A5TM FALL POTENTIAL TESTS 4. FOR RAW LAND 51TE 5. GROUND TESTS SHALL BE PERFORMED A5 INDICATED ON DRAWINGS. A BIDDLE GROUND OHM OR THE METHOD OF U51NG TWO AUXILIARY GROUND ROD A5 DESCRIBED IN I.E.E.E. STANDARD NO. 81-1953 PART MAY BE USED. THE LE.E.E. METHOD REQUIRES THE USE ON A.C. TEST CURRENT. THE AUXIUARYTE5T ROD MUST BE SUFFICIENTLY FAR AWAY FROM THE ROD UNDER TEST 50 THAT THE REGIONS IN WHICH THEIR PE515TANCE I5 LOCALIZED DO NOT OVERLAP. THE 5T POINT WILL BE THE EXTERIOR TE5T WELL AND CON515T OF THE THREE POINT FULL OF POTENTIAL MEGGER I I METHOD USING THE BIDDLE NULL -BALANCE EARTH TEST (MEGGER 250220-2 OR EQUIVALENT). RESULTS SHALL B OHMS OR LESS. G. CONTRACTOR TO CONDUCT GROUND RESISTANCE TEST IN THE FORMAT A5 FOLLOWS: (DOES NOT APPLY TO TENANT IMPROVEMENT 5ITE5). 7. 2.1 EQUIPMENT BUILDING 8. FIRST TEST - SHALL BE WITH FOUR GROUND RODS INSTALLED, ONE AT EACH CORNER OF THE BUILDING BUT NOT CONNECTED TO THE MAIN GROUNDING BUSS. FURNISH WIRE TO CONNECT (TEMPORARY CLAMP) ALL FOUR GROUND RODS TOGETHER TO MAKE A SYSTEM TESTER. EACH ROD IS INDIVIDUALLY TE5TED. IF ANY INDIVIDUAL ROD TESTS 25 OHM5 OR MORE, THE ELECTRICAL CONTRACTOR AND 5DM SHOULD BE NOTIFIED SO THAT THE ROD CAN BE DRIVEN DEEPER UNTIL ALL FOUR RODS HAVE A RESISTANCE OF 10 OHMS OR LE55 ON A DRY DAY. 9. SECOND TEST - SHALL BE WITH THE GROUND RODS CONNECTED WITH DRY SOIL AND WHEN NO 5TANDING WATER HAS BEEN PRESENT FOR AT LEAST TEN DAYS. THE MAXIMUM ALLOWABLE READING 15 5 OHMS TO GROUND. IF THE PE515TANCE OF THE ENTIRE 5Y5TEM EXCEED5 5 OHMS, THE ELECTRICAL CONTRACTOR AND 5DM SHOULD BE NOTIFIED 50 THAT EITHER ADDITION AND/OR DEEPER RODS CAN BE I N5TALLED. 10. 2.2 TOWER I I . FIRST TEST - SHALL BE WITH THREE GROUND RODS INSTALLED (MIN) EQUALLY SPACED AROUND THE TOWER FOUNDATION BUT NOT CONNECTED TO THE EQUIPMENT BUILDING EXTERNAL GROUND RING. FURNISH WIRE TO CONNECT (TEMPORARY CLAMP) ALL THREE GROUND RODS TOGETHER TO MAKE A SYSTEM TESTER EACH ROD I5 INDIVIDUALLY TE5TED. IF ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE, THE ELECTRICAL CONTRACTOR AND 5DM SHOULD BE NOTIFIED 50 THAT THE ROD CAN BE DRIVEN DEEPER UNTIL ALL THREE RODS HAVE A PE515TANCE OF 10 OHMS OR LE55 ON A DRY DAY. 12. SECOND TEST - SHALL BE WITH THREE ROUND RODS CONNECTED WITH DRY 501L AND WHEN NO 5TANDING WATER HAS BEEN PRESENT FOR AT LEAST TEN DAYS. THE MAXIMUM ALLOWABLE READING 15 5 OHMS TO GROUND. IF THE PE515TANCE OF THE ENTIRE 5Y5TEM EXCEED5 5 OHMS THE ELECTRICAL CONTRACTOR AND 5DM SHOULD BE NOTIFIED 50 THAT EITHER ADDITION AND/OR DEEPER RODS CAN BE INSTALLED. 13. 2.3 EQUIPMENT BUILDING AND TOWER 14. AFTER THE EQUIPMENT BUILDING AND TOWER GROUND RESISTANCE TEST 15 COMPLETED, ELECTRICAL CONTRACTOR SHALL TIE EQUIPMENT BUILDING EXTERNAL GROUND RING AND TOWER EXTERNAL GROUND RING TOGETHER. AFTER FIRST AND SECOND TEST ALL CONNECTIONS MUST HAVE EXOTHERMIC WELDS. NO LUGS OR CLAMPS WILL BE ACCEPTED. GROUNDING RESISTANCE TE5T REPORT I. UPON COMPLETION OF THE TESTING FOR EACH 51TE, A TEST REPORT SHOWING RESISTANCE IN OHMS WITH AUXILIARY POTENTIAL ELECTRODES AT 5 FEET AND 10 FEET INTERVALS UNTIL THE AVERAGE RESISTANCE 5TART5 INCREASING AND AL50 NOTE THAT 10-1 5 PHOT05 MUST BE TAKEN TO PROOF ENTIRE EXTERNAL GROUND RING SYSTEM BEFORE BACKFILL AND NOTIFY 5DM NO LE55 THAN 48 HOURS IN ADVANCE OF BACKFILL TESTING 5HALL BE COMPLETED BY GENERAL CONTRACTOR AND TWO (2) 5ET5 OF DOCUMENTS ARE TO BE BOUND AND SUBMITTED WITHIN ONE (I) WEEK OF WORK COMPLETION. PART 5 TELCO 5ERVICE 5.00 GENERAL A. APPLICATION FOR TELEPHONE 5ERVICE WILL BE MADE BY THE 5DM. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL MATERIALS AND ASSOCIATED LABOR FOR CONNECTION FROM THE TELCO 50UP.CE TO THE SHELTER A5 PER THE CONSTRUCTION PLANS. B. PROVIDE A 2 INCH DIAMETER SCHEDULE 40 PVC PIPE FROM THE SHELTER TELCO ENTRY TO A LOCATION INDICATED ON THE CONSTRUCTION PLANS. PLUG OR CAP EACH END OF THE PIPE AND PROVIDE TWO SEPARATE PULL STRINGS SECURELY FASTENED AT EACH END OF THE PIPE. PULL 5TRING5 SHALL BE 200 LB TE5T POLYETHYLENE CORD. PART G FENCE G.00 GENERAL A. REFER TO THE SITE PLANS FOR TYPE 51ZE AND LOCATION OF FENCE TO BE INSTALLED. G.OI RELATED WORK: A. COORDINATE FENCE GROUNDING WITH ELECTRICAL CONTRACTOR B. REFER TO DIVISION 2 FOR SPECIFICATION OF CONCRETE G.02 DESCRIPTIONS: A. A SECURITY FENCE 15 PROVIDED IN ORDER TO INHIBIT UNAUTHORIZED ACCE55 TO THE SITE. G.03 QUALITY ASSURANCE: A. THE CONTRACTOR SHALL ESTABLISH THE LEGAL BOUNDARY AND LOCALLY REQUIRED SETBACKS ON THE CARRIER PARCEL AND HOLD THE FENCE WITHIN THAT BOUNDARY IN ACCORDANCE WITH THE LINES AND DIMENSIONS OUTLINED ON THE CONSTRUCTION PLANS. WHERE CONFLICTS BETWEEN THE CONSTRUCTION PLANS AND LEGAL REQUIREMENTS EXIST, THE CONTRACTOR 5HALL 5EEK DIRECTION FROM THE 5DM PRIOR TO PERFORMING THE WORKS. B. MEMBER SIZES, FABRIC TYPE5, CONNECTION DETAILS, SECURITY MEASURES, AND LOCATION OF GATE5 MUST STRICTLY ADHERE TO THE SPECIFICATIONS. C. ALL 5TEEL MATERIALS UTILIZED IN CONNECTION WITH THI5 SPECIFICATION WILL BE GALVANIZED OR 5TAINLE55 STEEL. WEIGHT OF ZINC COATING ON THE FENCE FABRIC SHALL BE NOT LE55 THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL. COVERED POSTS SHALL BE HOT -DIPPED IN GRADE "E" ZINC, 18 OUNCES PER SQUARE FOOT. G.04 SEQUENCING A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. 9.05 SUBMITTALS: A. MANUFACTURER'S DESCRIPTIVE LITERATURE B. CERTIFICATE OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MET. COAX/ANTENNA INSTALLATION � TESTING REQUIREMENTS A. COAX TO BE INSTALLED PER MANUFACTURER'5 STANDARDS. DIN CONNECTORS TO BE USED INSIDE t OUTSIDE. B. ANTENNA TEST RESULTS (SUPPLIED WITH ANTENNA) NOTING ANTENNA LOCATION TO BE SUBMITTED TO OWNER. C. FINAL AZIMUTHS 4 TILTS TO BE VERIFIED PER FINAL 51TE DATA SHEET PROVIDED BY PROJECT MANAGER. D. WRITTEN SURVEYOR REPORT VERIFYING FINAL ANTENNA AZIMUTHS TO BE SUBMITTED TO OWNER. COAX/ANTENNA NOTE5 A. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT 5HALL BE A5 SPECIFIED BY THE OWNER. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. B. NORTH ARROW SHOWN ON PLAN5 REFERS TO PLAN NORTH. CONTRACTOR 5HALL VERIFY TRUE NORTH AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. ITEMS TO BE PROVIDED TO OWNER BY CONTRACTOR AT 51TE INSPECTION A. A5-BUILT DRAWING5 B. ANTENNA VERIFICATION FORM C. SWEEP TE5T RE5ULT5 D. GROUND TEST RESULTS E. SITE PHOT05 F. CONTACT NUMBERS cOaUB ALBEMABLB t� COUNTY VIRGINIA 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 (434) 296-5822 221 JEFFERSON RIDGE PKWY LYNCHBURG, VA 24501 PHONE: (434) 45 600 forge U"r }} 4�',PLsv)r FORGE SERVICES, INC. �( T: (630) 451-9890 MIDWEST RID, STE. 140 OAKBROOK TERRACE, IL 60181 BrT GROUP T: (918) 587-0630 P B+T GRP FSOUL2E AVE. ;;....... 1717 S. BOULDER AVE. SUITE 300 TULSAOK74119 FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL CONSTRUCT ONLY FROM DRAWINGS MARKED "ISSUED FOR CONSTRUCTION" NUR OF Gj O u w Y III y c. o, 04 2�1(43527 GINEERING,IPa �~ �DYi EX t9 1 �� f: 1 © 2019 FOR V GHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE, VA22902 NEW MONOPOLE GENERAL NOTES G N 3.1 ti ti 'NEW MONOPOLE TOWER NEW NON -PENETRATING ROOF PROTECTION EXISTING FENCE PARKING LOT 0 0 0 TABLE OF CONTENTS SHEET NO. DESCRIPTION SHEET 1 SITE PLAN SHEET 2 NON -PENETRATING ROOF PROTECTION & BILL OF MATERIALS SHEET 3 MAT LAYOUT SHEET 4 FRAME LAYOUT SHEET 5 DETAIL & SECTION VIEWS 'ftk LEY VULDISTING LDING A JORIGINAL RELEASE I BJH JANP I DCB 1 4-2-19 REV. DESCRIPTION DRAWN BY: I CHECKED BY: I ENGINEERED BY: I DATE P.O. Box 1496 chmond, KY 40476 ,•.VERTICAL Phone: (859) 24-8360 Fax: (859) 624-8369 Email: engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON -PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE: RESERVED FOR PROFESSIONAL SEAL 1 OF 5 2019-316-004 NONE • INC. SITE PRO 1 2" GAP BETWEEN MATS RUBBER MAT (TYPICAL) ENCAPSULATING FRAME (TYPICAL) (SEE SHEET 4) rrrrrrrrr rrrrrrrrr rr rrrrrrrrr rrrrrrrrr rr� rrrrr7rr7rr7r ammo �mmoerrrr — rr—rr—rr— — — —r— —r—rrrrr� — — — — — —r—r—�—r—r-- rr� 6" GAP BETWEEN MATS (TYPICAL) RUBBER MATS NEED TO BE CENTERED UNDER PLANK GRATING CHANNELS (SEE DETAIL ON SHEET 5) AT A MAT LAYOUT 3 PLANK GRATING NOT A ORIGINAL RELEASE I BJH JANP I DCB 1 4-2-19 SHOWN FOR CLARITY REV. DESCRIPTION DRAWN BY: I CHECKED BY: I ENGINEERED BY: I DATE P.O. Box 1496 chmond, KY 40476 ,•.VERTICAL Phone: (859) 24-8360 Fax: (859) 624-8369 Email: engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON -PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE: RESERVED FOR PROFESSIONAL SEAL 3 OF 5 2019-316-004 NONE 40'-1 1/8" &\- VS-28667—N,,,,,., �VS-28668 O� 40 &ftw VVS-28669 \_VS-28667 VS-28670-/ VS-28668 W/ 1- 1/2"0 2H HEAVY HEX NUT 1- 1/2"0 LOCK WASHER A FRAME LAYOUT & 1 — FLAT WASHER 4 PLANK GRATING NOT A ORIGINAL RELEASE BJH ANP DCB 4-2-19 (TYPICAL) SHOWN FOR CLARITY REV. DESCRIPTION I DRAWN BY: I CHECKED BY: ENGINEERED BY: I DATE 1161 P.O. Box 1496 00 Richmond, KY 40476 ,VERTICAL Phone: (859) 24-83 0 Fax: (859) 624-8369 �111111h lU it �+� 11 l�1■ Email: engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON -PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE: RESERVED FOR PROFESSIONAL SEAL 4 OF 5 2019-316-004 NONE VS-28670 W/ 1— 1/2"0 2H HEAVY HEX NUT 1— 1/270 LOCK WASHER & 1— FLAT WASHER VS-2E BOLT, 1 /2" X 1 1 / (TYP I CA A DETAIL 5 C DETAIL 5 VS-28670 W/ 1— 1 /2"O 2H HEAVY HEX NUT 1— 1/2"0 LOCK WASHER & 1— FLAT WASHER (TYPICAL) 3-28667 v- ok�/ "� no�� i"0, 2H HEAVY LOCK WAS WASHER LENGTH 3668 I (TYPICAL) Zvow B DETAIL 5 D SECTION 5 VS-28667 1 RUBBERMAT (TYPICAL) A JORIGINAL RELEASE I BJH JANP I DCB 1 4-2-19 REV. DESCRIPTION DRAWN BY: I CHECKED BY: I ENGINEERED BY: I DATE P.O. Box 1496 chmond, KY 40476 ,•.VERTICAL Phone: (859) 24-8360 Fax: (859) 624-8369 Email: engineering@verticalstructures.com FOR RESERVED FOR PROFESSIONAL SEAL HARRIS 2019 MODIFICATIONS NON -PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: 5 OF 5 2019-316-004 SCALE: NONE