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HomeMy WebLinkAboutSDP201200025 Legacy Document 2012-06-08 (2)3 N N 3 i 0 U i 0 i DIRECTIONS FROM RICHMOND: TAKE 1 -64 WEST TOWARDS CHARLOTTESVILLE, TAKE EXIT 118A TO MERGE ONTO US -29 S TOWARD LYNCHBURG. TURN LEFT AT COUNTRY ROAD 718 /MURRAYS LANE. TURN LEFT TO STAY ON COUNTRY ROAD 718 /MURRAYS LANE. SITE ENTRANCE IS AHEAD ON THE RIGHT. National Park sz� PHONE NUMBER F-ederncksburg Rudd ocI Y Pond SIGNATURE 522 DATE �� ... `ouch Orange DATE NETWORK OPS MANAGER: PROJECT PHONE NUMBER DATE 1831 RADY CT SITE RICHMOND, VA 23222 1005 S. BATTLEFIELD BLVD. SUITE B CHESAPEAKE, VA 23322 1831 RADY COURT Courthouse EDDIE T. WHITE, LS TELEPHONE: 757 482 -0474 FAX NUMBER: 757 482 -9870 ELECTRICAL ENGINEERING: FAX NUMBER: CLARK NEXSEN PROJECT DATA: ,f. RICHMOND, VA 23219 APPleberry Eslates PROJECT Rby7 TELEPHONE: sboro T 3 804 644 -4693 •�f�� _. CLARK NEXSEN �D 6160 KEMPSVILLE CIR, SUITE -200A NORFOLK, VA 23502 LEASE AREA s Charlottesville TELEPHONE: - FAX NUMBER: k16 Lake �. tAOntic. -lln LONGITUDE: 78' 37' 05.26" W r 820.0± ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. Fan Fan Mount® Estate Covesville 0a r- LOCAL MAP Glen Allen SCALE: 1" = 2000' National Park SIGNATURE PHONE NUMBER F-ederncksburg Grottoes. SIGNATURE 522 DATE RE ENGINEERING: SIGNATURE Orange DATE NETWORK OPS MANAGER: SIGNATURE PHONE NUMBER DATE 1831 RADY CT Spotsybania RICHMOND, VA 23222 1005 S. BATTLEFIELD BLVD. SUITE B CHESAPEAKE, VA 23322 1831 RADY COURT Courthouse EDDIE T. WHITE, LS TELEPHONE: 757 482 -0474 FAX NUMBER: 757 482 -9870 ELECTRICAL ENGINEERING: FAX NUMBER: CLARK NEXSEN PROJECT DATA: 1111 E. MAIN STREET, SUITE 1905 RICHMOND, VA 23219 rsvile :. PROJECT -4 TELEPHONE: sboro SITE 804 644 -4693 •�f�� _. CLARK NEXSEN WOODPOLE 6160 KEMPSVILLE CIR, SUITE -200A NORFOLK, VA 23502 LEASE AREA aft Charlottesville TELEPHONE: - FAX NUMBER: ,..I.: Lake �. tAOntic. -lln LONGITUDE: 78' 37' 05.26" W ELEVATION: 820.0± ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. Ashland Wyndham Glen Allen Laurel Tuckahoe Lakeside HI,_I so �r Richmond i,;j ppomattox- Bucknghaiii � VICINITY MAP NOT TO SCALE 4� North 4� North HARDWARE RIVER UTILITIES: POWER: DOMINION VIRGINIA POWER 1- 888 - 667 -3000 TELEPHONE: CENTURY LINK 1- 866- 768 -1847 APPRI7VAI VEST PROPERTY 5469 MURRAYS L COVESVILLE, VA 22931 MONOPOLE REPLACEMENT, LTE (4G) UPGRADE 2 WORKING DAYS BEFORE YOU DIG 811 TOLL FREE MISS UTILITY EMERGENCY INFORMATION: LOCAL FIRE AND EMERGENCY SERVICES (434) 296 -5833 LOCAL EMERGENCY POLICE DISPATCH (434) 296 -5807 ACQUISITION MANAGER: SIGNATURE PHONE NUMBER DATE CONSTRUCTION MANAGER: SIGNATURE PHONE NUMBER DATE RE ENGINEERING: SIGNATURE PHONE NUMBER DATE NETWORK OPS MANAGER: SIGNATURE PHONE NUMBER DATE REV. NO. DESCRIPTION REVISED SITE PLAN SUBMITTAL REVISED SITE PLAN SUBMITTAL REVIEW SET REVISED REVIEW SET CONSULTING TEAM ARCHITECTURE AND ENGINEERING: REV. NO CLARK NEXSEN 6/28/11 1331 L STREET NW, SUITE 600 SPP WASHINGTON, DC 20005 COVESVILLE, VA PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461 -3287 FAX NUMBER: (202) 461 -3266 SURVEYOR: 1831 RADY CT CAUSEWAY CONSULTANTS, P.C. RICHMOND, VA 23222 1005 S. BATTLEFIELD BLVD. SUITE B CHESAPEAKE, VA 23322 1831 RADY COURT CONTACT: EDDIE T. WHITE, LS TELEPHONE: 757 482 -0474 FAX NUMBER: 757 482 -9870 ELECTRICAL ENGINEERING: FAX NUMBER: CLARK NEXSEN PROJECT DATA: 1111 E. MAIN STREET, SUITE 1905 RICHMOND, VA 23219 RA, EC CONTACT: HAROLD BELYEU, PE TELEPHONE: 804 644 -4690 FAX NUMBER: 804 644 -4693 STRUCTURAL ENGINEERING: EXISTING CLARK NEXSEN WOODPOLE 6160 KEMPSVILLE CIR, SUITE -200A NORFOLK, VA 23502 LEASE AREA CONTACT: SHANE FOWLER, PE TELEPHONE: 757 455 -5800 FAX NUMBER: 757 455 -5638 BY DATE REV. NO SPP 6/28/11 — A SPP 7/22/11 COVESVILLE, VA SPP 8/26/11 A SPP 10/5/11 10 DESCRIPTION PRELIMINARY CONSTRUCTION DRAWINGS APPLICATION DRAWINGS BID SET REVISED APPLICATION DRAWINGS PROJECT SUMMARY SITE INFORMATION: PROPERTY OWNER: HARDWARE RIVER L.M. VEST 5469 MURRAYS LANE 5469 MURRAYS LANE, COVESVILLE, VA COVESVILLE, VA 22931 22931 C -2 TOWER OWNER: C -3 VERIZON WIRELESS APPLICANT INFORMATION: 1831 RADY CT ELECTRICAL RICHMOND, VA 23222 VERIZON WIRELESS ELECTRICAL SITE PLAN 1831 RADY COURT ELECTRICAL DETAILS RICHMOND, VA 23222 GROUNDING PLAN CONTACT: DAVID WADSWORTH TELEPHONE: (804) 514 -6567 FAX NUMBER: (804) 321 -0398 PROJECT DATA: ZONING RA, EC JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT SAMUEL MILLER PARCEL ID# 109 -43C SITE TYPE EXISTING EXISTING TOWER TYPE WOODPOLE EXSTING TOWER HEIGHT 74' -4" LEASE AREA 10,000 SF AREA OF LAND DISTURBANCE 1,700 SF GEOGRAPHIC COORDINATES: LATITUDE: 38' 03' 57.21" N LONGITUDE: 78' 37' 05.26" W ELEVATION: 820.0± ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. BY DATE SPP 2/14/12 JYY 4/20/12 JYY 5/1/12 JYY 5/29/12 INDEX OF DRAWINGS Sheet Number Sheet Title GENERAL REVISED SITE PLAN SUBMITTAL G -1 COVER SHEET CIVIL 7/22/11 C -1 SITE PLAN C -2 TREE INVENTORY C -3 ELEVATION VIEW AND DETAILS C -4 ENLARGED SITE PLAN ELECTRICAL Q E -1 ELECTRICAL SITE PLAN E -2 ELECTRICAL DETAILS E -3 GROUNDING PLAN SHEET TOTAL: 8 rchitecture & Engineerin 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202.461.3266 VWMV.CLARKN EXSEN.COM veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 OF � j N JUSTIN Y. YOON a Lic. No. 42897 NAL . SITE INFO.: HARDWARE RIVER LTE (4G) UPGRADE 5469 MURRAYS LANE COVESVILLE, VA 22931 ALBEMARLE COUNTY DESIGN: CCY DRAWN: KAW REVIEW: SPP TTV DATE: 7/1111 SY11.1 DESMFrION DATE Qs REVISED SITE PLAN SUBMITTAL 6/28/11 Qi REVISED SITE PUN SUBMITTAL 7/22/11 Q5 REVIEW SET 8/26/11 eQ REVISED REVIEW SET 10/5/11 Q EIIMKWf CONSMCIION DRAWINGS 2/14/12 Q PLICATION DRAWINGS 4/20/12 Q BID SET 5/1/12 REVD APPLICATION DRAWINGS 5/29/12 %M 1,ME COVER SHEET SHWr NO.: G-1 E y N 3 i 0 a U U C7 0 I WI hl N ih h I� i i T.M. 109 -43a I N/F ROBERT E. JETT I D.B. 2481, PG 417 'q4 i so I NR RuN / -_�- ;P1 0 p0„W 5 p0- 0 /347.50 / -- �30 W CRITICAL =31 T.M. 109 -43D 65.3$ SLOPE o N/F MICHAEL R. NELSON, SR. (TYP) D.D. 1030, PG 307 T. 109 4 D.B. 539, PG 121 (PLAT) FALL F L. V T ZONED: RA ZONE D.B 49 G 416 2.85 CRES ED: NEW FALL ZONE ASE EMENT ExlsnNG 74' -4 ° PM $ ACRES RANGE 0.11± \ I IW000 POLE 2 \ I I I L P /PE(FJ I l 1 -5T Y F I • DWELL G 71 /I SEE ENLARGED \\ � � � € Exrsnroc MATURE SITE PLAN, I �� WOODED AREA SHEET C -2 I 7 I P s2 -3o4 l ; NEW MONOPOLE \ N15-4644E — — — — — — .l I/ N15' 4 \ 235.8—x-- /.PIN(F) h iN T.M. 109 -43C N/F L. M. VEST J T.M. 109 -43B I D.D. 1221, PG 126 2.16 ACRES N/F THELMA VEST 11 D.B. 1979, PG 35 I ZONED: RA I I \ I I III \ i I EXLSTI RE 1 \ WO I 11 I I Ex GRAVEL DR/AE�J \\ s3 i ZN I 1 \ rp i a FIBER OPTIC \ MARKER \ — — % 111 \ I f/692 -312 \\ I I 1 1 I ww 1 1 PP 1692 -303 o I xW I 1 4i rRAILER 12 U h � Q I o II I W N I __ N15'4458E __ PP 69 - I , • 211.04 r - = N 1544 58 E 'E N17*3734E., �TT73734 -- 70YT30 _ -- - 81.43' 149.74' ---- - -.vse 0.4 MILE TO RTE 20�0� MURRAYS LANE SR718 29 LEGEND EXISTING NEW CONC - P/P L/P El ----- 1275 ------- ,E15h (D 1 CONCRETE PROPERTY LINE LEASE AREA EASEMENT PROJECT AREA BUILDING (FOOTPRINT) POWER POLE LIGHT POLE TELEPHONE /FIBEROPTIC PEDESTAL OVERHEAD ELECTRIC CONTOURS SPOT ELEVATION TEMPORARY BENCHMARK TREE TREELINE PERCENTAGE OF PRE- POST CRITICAL SLOPE CONSTRUCTION CONSTRUCTION WITHIN PROPERTY 39% 38% WITHIN PROJECT AREA* 76% 23% CRITICAL SLOPE INFORMATION DERIVED FROM ALBEMARLE COUNTY GIS DATA *PROJECT AREA: 2413 SF ABBREVIATIONS SURVEYOR'S NOTES ® ` rchitecture & Engineering 0 AT 1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY 4 A/C DIAMETER NUMBER AIR CONDITIONING CONSULTANTS, P.C. P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 23328- 50394. PHONE: 757 -482 -0474. SURVEY DATE: MARCH 16, 2011. 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 ADA AFG AMERICANS WITH DISABILITIES ACT ABOVE FINISHED GRADE 2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED USING STATIC CPS OBSERVATIONS, POST PROCESSED THROUGH 202461.3260 FAX 202.461.3266 VWMCLARKNEXSEN.COM AGL ABOVE GROUND LEVEL NOAA'S OPUS WEBSITE AND CONVERTED TO NAVD 88 AND NAD -` ASTM AMERICAN SOCIETY FOR TESTING 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND AND MATERIALS HORIZONTAL COORDINATES, RESPECTIVELY, USING U.S. ARMY C, C/L CENTERLINE CORPS OF ENGINEERS CORPSCON SOFTWARE, VERSION 5.11. COMM COMMISSION CONC CONCRETE 3. NO SUB - SURFACE INVESTIGATION WAS PERFORMED BY verizan wireless DIA DIAMETER CAUSEWAY CONSULTANTS, P.C. THIS SURVEY DOES NOT D.B. DEED BOOK GUARANTEE THE *EXISTENCE OR NONEXISTENCE" OF 1831 RADY COURT DWG(S) DRAWINGS UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR RICHMOND, VA 23222 ELEV ELEVATION EXCAVATION, CONTACT MISS UTILITY AT 811 TO CONFIRM THE EOE EXISTING OVERHEAD ELECTRIC LOCATION OR EXISTENCE OF UNDERGROUND UTILITIES. (F) FFE FIRM FO GA GIS GPIN FOUND FINISHED FLOOR ELEVATION FLOOD INSURANCE RATE MAP FIBEROPTIC GAUGE GEOGRAPHIC INFORMATION SYSTEM GRID PARCEL IDENTIFICATION NUMBER 4. 5. 6. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS THAT MAY AFFECT THE PROPERTY. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY. �tiTH Or �j 0� //S ✓ JUSTIN Y. YOON a CPS GLOBAL POSITIONING SYSTEM THE RIGHT -OF -WAY, PROPERTY LINE AND /OR EASEMENTS L1C. No. 42897 HYD ID INC INV HYDRANT IDENTIFICATION INCORPORATED INVERT 7. SHOWN HEREON REPRESENT A COMPILATION OF RECORDED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS. THE AREA OF THE EXISTING CELL TOWER APPEARS TO LIE r !Q INFO INFORMATION WITHIN DING FEDERAL r KW KILOWATT EMERGENCY MANAGEMENT AGENCY NAATONAL FLOOD IONAL v��1 LBS POUNDS INSURANCE COMMUNITY NUMBER 51003CO400D. DATED L/P LIGHT POLE FEBRUARY 4. 2005. LG LONG SLIEINFO.: LS LAND LLANDDED SURVEYOR CORPORATION 8. ORETIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR LANDS, HARDWARE MAX MAXIMIM CONFIRMED DURING THE PERFORMANCE OF THIS SURVEY. RIVER MIN MINIMUM MPH N MILES PER HOUR NORTH 9. TREE SPECIES CALLED OUT APPROXIMATE. SPECIES HAVE NOT BEEN VERIFIED BY AN ARBORIST. LTE (4G) NW NAD NORTHWEST NORTH AMERICAN DATUM 10. TREE HEIGHTS SHOWN APPROXIMATE AS BASES ARE NOT 90 UPGRADE NAVD NORTH AMERICAN VERTICAL DEGREES WITH TOPS. DATUM NO NUMBER OPS OPERATION OSHA OCCUPATIONAL SAFETY 5469 MURRAYS LANE P/P P.B. AND HEALTH ADMINISTRATION POWER POLE PLAT BOOK COVEWLLE, VA 22931 PE PG. PROFESSIONAL ENGINEER PAGE ALBEMARLE COUNTY PROJ. PROJECT PSF PSI PVC R/W RAD REQ'D POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYLCHLORIDE RIGHT OF WAY' RADIATING REQUIRED DESIGN: CCY DRAWN: KAW SPP ® LEASE NOTES TTVDATE: 2/1/11 COMM. NO. 3036GG RF RADIO FREQUENCY SUBMITTALS SCH SF STD TOC TPED SCHEDULE SQUARE FOOT /FEET STANDARD TOP OF CONCRETE TELEPHONE PEDESTAL 1. 2. EXISTING VERIZON WIRELESS 20' ACCESS /UTILITY EASEMENT. EXISTING VERIZON WIRELESS 100' X 100' LEASE AREA. SIN. DESMFr )N DATE REVSED STET PLAN SUBMRTAL 8/28/11 Qi REVISED SITE PUN SUBMRTAL 7/22/11 Q REVEW SET 8/26/11 TN TECHNICAL TEAM VISIT eQ REVISED REVIEW SET 10/5/11 TYP VDOT W TYPICAL VIRGINIA DEPARTMENT OF TRANSPORTATION WEST ,Q EaMKWf M4SMICTI6N DRAWINGS 2/14/12 Q PLICATION DRAWINGS 4/20/12 eQ JBID su 5/1/12 AII APPLICATION DRAWINGS 5/29/1& WCF WIRELESS COMMUNICATION FACILITY S-EETN E: WWF WELDED WIRE FABRIC SITE PLAN RURAL AREAS SETBACK REQUIREMENTS I GRAPHIC SCALE(S) FRONT FROM PUBLIC RIGHT OF WAY) 75 FEET SIDES ........................... 25 FEET REAR . .......................... . 35 FEET FOR 24" X 36" PLOT - 1" = 50' 0 50' 100' FOR 11" X 17" PLOT - 1" = 100' SHEET NO.: C -1 REFERENCE TREE IDENTIFIED AS 24" POPLAR (TREE 403) HEIGHT = 885 AMSL, 74' A.G.L. Lj v�� DIAMETER AT THE TOP OF THE MONOPOLE SHALL NOT EXCEED 18" MAX 0 TOP OF CANOPY ELEVATION — [885'] AMSL %f�AA 1 _ [N� C -3 NO O BEGINNING OF POLE_ Y ELEVATION = [800.33'] AMSL OL TOP OF_FOUNDATION- ELEVATION = [800.0'] AMSL \ FINISHED GRADE 0 TOWER AMSL ELEVATION = [799.5'] AMSL ELEVATION VIEW NOT TO SCALE NEW 92.5' MONOPOLE NEW FOUNDATION DESIGNED BY OTHERS DIA 30" MAX TOP OF TOWER APPURTENANCES (LIGHTNING ROD) — — EEVATI LON = [894'] AMSL (94.5t A.G.L.) TOP OF PANEL ANTENNAS — — ELEVATION = [892] AMSL (92.5' A.G.L.) (3) NEW VERIZON LTE PANEL ANTENNAS ON STEALTH MOUNT ELEVATION = [888'] AMSL (88.5' A.G.L.) 0 RAD OE (3) NEW VERIZON PCS /CELLULAR PANEL ANTENNAS ON STEALTH MOUNT ELEVATION = [8795] AMSL (80.0' A.G.L.) 0 RAD q TOP OF EXISTING WOOD POLE jk ELEVATION — [872.84Y AMSL (3) EXISTING PANELS ELEVATION — [871. 17] AMSL (72.66' A.G.L.) @ RAD EXISTING (FORMER ALLTEL) 74' -4° WOOD POLE TO BE REMOVED EXISTING GRADE © TOWER AMSL ELEVATION — [798.51 J AMSL GENERAL NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1" DIAMETER 3. ANTENNAS, EXTENSION PARTS AND ALL NEW GROUND EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, SHERWIN WILLIAMS ( #6090) JAVA BROWN 4. NO POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE TO WHICH IT IS ATTACHED 5. ALL VERTICAL CABLES, WIRES, AND SIMILAR ATTACHMENTS SHALL BE RUN VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE I ANTENNA NOTES 11 1. ANTENNAS ARE TYPICAL FLUSH —MOUNT DESIGN USING MOUNTING COLLAR, BRACKET AND PIPE MOUNTS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS — ANTEL BXA- 70063/8CF DIMENSIONS — 94.6 "(H) X 11.2 "(W) X 4.5 "(D) 12" MAX FACE OF NEW LTE (4G) ANTENNA (TYP OF 3) GLINTING COLLAR YP OF 2) OUNTING PIPE YP OF 3) CE OF NEW PCS /CELLULAR IALBAND ANTENNA YP OF 3) OF NEW MONOPOLE EW MONOPOLE ENLARGED VIEW C -3 NOT TO SCALE TOWER BOLTS (TYP) %� 501 pp��c ,tore & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202.461 verizan wireless 1831 RADY COURT RICHMOND, VA 23222 JUSTIN Y. YOON a Lic. No. 42897 IkIVS10NAL . SIZE INPO.: HARDWARE RIVER LTE (4G) UPGRADE 5469 MURRAYS LANE COVESMLLE, VA 22931 ALBEMARLE COUNTY I DESIGN: CCY 1 DRAWN: KAW TT/ DATE: 2/1 /1 1 1 SYKI DBOYPIION DATE ,I IREIASED SITE PLAN SUBMRTAL 6/28/11 Z REVISE) SITE PUN SUBMRTAL 7/22/11 A REVIEW SET 8/26/11 U PREDMKWf M4SIR OON DRAWNGS 2/14/12 Q PLICATION DRAWINGS 4/20/12 Q BID SET 5/1/12 REVD APPLICATION DRAWINGS 5/29/12 SHEET NM1E: ELEVATION VI EW AND DETAILS 2 ENLARGED VIEW I I S�ND: C -3 NOT TO SCALE C-3 -' PlN(SJ 8 ; 'I I. '.807 6 g0 805 803 -' -8. . -' -i - -' -' g0 i 20" POPLAR O I GENERAL NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY- AT 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED TO RESTORE A PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. 8. ALL GROUND EQUIPMENT SHALL BE PAINTED SHERWIN WILLIAMS FLAT ( #6090) JAVA BROWN. 9. CONTRACTOR IS RESPONSIBLE FOR ADDING $500.00 OF FUEL BEFORE TURNING SITE OVER FOR EMERGENCY STAND BY. 10. CONTRACTOR SHALL COORDINATE DEMOLITION OF EQUIPMENT WITH OPERATIONS AND CONSTRUCTION MANAGER. < DEMOLITION NOTES 1. REMOVE EXISTING 12 L.F. OF RETAINING WALL 2. REMOVE EXISTING WOOD POLE 3. REMOVE EXISTING TREE 4. REMOVE EXISTING 200 AMP SERVICE 5. REMOVE EXISTING PPC 6. REMOVE EXISTING PHOTOCELL LIGHT ® CONSTRUCTION NOTES 1. 8' x 15' CONCRETE PAD 2. 44 L.F. OF NEW RETAINING WALL 3. LTE BBU 4. LTE CABINETS ON DOUBLE STACK FLOOR STAND 5. ICE BRIDGE 6. UTILITY STAND FOR NEW METER 7. NEW GRAVEL PARKING AREA 8. EXTEND GRAVEL DRIVE 10. FUTURE LIES 850 9. GENERATOR 11. FUTURE LIES 1900 ® LEASE NOTES 1. EXISTING VERIZON WIRELESS 20' ACCESS /UTILITY EASEMENT. 2. EXISTING VERIZON WIRELESS 100' X 100' LEASE AREA. GRAPHIC SCALE(S) FOR 24 X 36" PLOT - 1" - 5' 0 25 5' 10' FOR 11 X 17" PLOT - 1" - 10' -ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 venZo wireless 1831 RADY COURT RICHMOND, VA 23222 �,IoTH of ell JUSTIN Y. YOOON Lic. No. 42897 klvs�,ONAL . SITE INFO.: HARDWARE RIVER LTE (4G) UPGRADE 5469 M U BRAYS LANE COVESMLLE, VA 22931 ALBEMARLE COUNTY DESIGN: DRAWN: TTV DATE: 2/I/I 1 SYKI DBCAIPIION DATE ,I IREIASED SITE PLAN SUBMRTAL 6/28/11 Z REVISE) SITE PUN SUBMRTAL 7/22/11 A5 1I SET 8/28/11 U PRENMNNt1' CONSMCRON DRAWNGS 2/14/12 Q PLI..N DRAWINGS 4/20/12 Q BID SET 5/1/12 REVD APPLICATION DRAWINGS 5/29/12 SHEETNAMR ENLARGED SITE PLAN SHWr NO.: C-4 3 i i i a U U i M i a ABBREVIATIONS LEGEND / \ ` A ATS C CB ENCL AMPERE AUTOMATIC TRANSFER SWITCH CONDUIT CIRCUIT BREAKER ENCLOSED O GROUND ROD - 3/4" X 10' W /CADWELD EXOTHERMIC WELD GROUND CONNECTION O INSPECTION PORT WITH GROUND ROD ` / / \ / EX G KWH JB EXISTING GROUND KILO WATT HOUR JUNCTION BOX ■ CADWELD EXOTHERMIC WELD CONNECTION - - #2 BARE TINNED COPPER WIRE / \ ` / ` ` / / / 0 PHASE P POLE PNL PANEL BOARD PVC POLYVINYL CHLORIDE SPD SURGE PROTECTION DEVICE TBCW TINNED BARE COPPER WIRE THHN THERMOPLASTIC HIGH HEAT - RESISTANT NYLON - COATED THWN THERMOPLASTIC HIGH WATER- RESISTANT NYLON- COATED TYP TYPICAL -P- POWER WIRING =P= MULTIPLE POWER WIRES -T- TELCO WIRING -F- FIBER WIRING O UTILITY KWH METER / UPS UON W UNINTERRUPTABLE POWER SUPPLY UNLESS OTHERWISE NOTED WIRE O NOTE REFERENCE NUMBER © GENERATOR 13 EQUIPMENT CONNECTION GENERAL ELECTRICAL NOTES . � : EXISTING 4812 EwsnNC 4812 __ RADIO CABINET POWER CABINET i i i -- -- i P- - � - L- _ -___- - L___y_ = P I �- EQUIPMENT LIGHT 1. ALL U SHALL HAVE PULL STRING INSTALLED AND SHALL BE CLEANED OF ALL DEBRIS AND CAPPED (WEATHER TIGHT) AT BOTH ENDS. ELECTRICAL SITE PLAN NOTES / e I } I `J E ____ - - - - - -- / I i1 ;; II III L- - - - {I - "FUTURE /UBS 1900 MHZ FUTURE UBS I � 6 CAeINEr � Aso MHz j CL \ a • CABINET III 2. 3. 4. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT "MISS UTILITIES" AT 811 AND HAVE THEM LOCATE ALL UNDERGROUND 72 HOURS BEFORE DIGGING UTILITIES. ALL DAMAGE RESULTING FROM FAILURE TO CONTACT "MISS UTILITIES" WILL BE AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL REPAIR TO ITS ORIGINAL CONDITION, ALL EXCAVATIONS CREATED BY THE UTILITY COMPANY AFTER INITIAL TRENCHING HAS BEEN BACKFILLED AND SETTLEMENT OR COMPACTION OCCURS. ALL PERSONNEL WORKING ON THE TOWER MUST COMPLY WITH VERIZON WIRELESS RF EMISSIONS GUIDELINE POLICY. 1. 6 #12 IN 1" PVC (SCH 40) FROM VERIZON WIRELESS ATS TO NEW GENERATOR FOR CONTROL CIRCUITS. RUN MIN 30" BELOW FINISHED GRADE. 2. NEW VERIZON WIRELESS EMERGENCY POWER SERVICE FROM NEW GENERATOR TO ATS. RUN MIN 30" BELOW FINISHED GRADE. / 3. 2 2 10 AND 1 10 GND IN 1" PVC CONDUIT FROM PAIL A GENERATOR FOR CHARGER AND JACKET HEATER. RUN MIN 30" BELOW FINISHED GRADE mmmm II a II Y 'a.' .. P _____ _ -_ L - - - - -P - - - I- - - - -P- - - - - - - - P_ a a f _ _- - - - -P- - - - - - - -P- J _ _ I �� 11 -P - - -- - -P - -- _ -P - P -1 I d j EwsnNC 7 _-P - _- _- _ -_ -_- -_ -P- -_- P -P I a CENTURY 5. 6. 7. CONTRACTOR SHALL VERIFY THE EXISTING FIELD CONDITIONS. APPROXIMATE CONDUIT RUNS ARE SHOWN, CONTRACTOR SHALL CHANGE THE CONDUIT ROUTE TO MEET REQUIREMENTS. ALL CONDUITS UNDER DRIVEWAYS AND PARKING AREAS SHALL BE SLEEVED IN 4" RGS CONDUIT. 4. (3) CAT -5 CABLES IN 1" PVC CONDUIT FROM NEW GENERATOR TO VERIZON WIRELESS EQUIPMENT FOR ALARM CIRCUITS. RUN MIN 30" BELOW FINISHED GRADE. (FINAL TERMINATION TO BE DETERMINED.) 5. 4" PVC CONDUIT 36" BELOW GRADE. STUB UP FOR DOMINION VA POWER CONNECTION. J _ 4 INK FIBER P_ - CABINET 8 12 10 8. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE. ALL CONDUCTORS ARE COPPER 6. CONDUIT FROM POWER PANEL TO EXISTING CENTURY LINK DISCONNECT. I THHN /THWN -2, UON. 7. CONDUIT FROM POWER PANEL TO EXISTING RADIO CABINET. 2 9. PROVIDE LIQUID -TIGHT CONDUIT SEAL WITH INSULATED COORDINATE SWITCH OVER FROM EXISTING PPC. I I I BUSHINGS FOR EXTERIOR CONDUIT TERMINATIONS. 8, CONDUIT FROM POWER PANEL TO FUTURE UBS 1900 CABINET. 3 10. EQUIPMENT IS CONSIDERED NEW UNLESS OTHERWISE NOTED. 9. CONDUIT FROM POWER PANEL TO LTE BBU. I 11. INSTALL BELOW GRADE CONDUIT MIN 30" BELOW FINISHED GRADE. 10. CONDUIT FROM POWER PANEL TO FUTURE UBS 850 CABINET. II I 12. INSTALL ABOVE SLAB OR ABOVE FINISHED GRADE CONDUITS WITH CHANNEL UNI -STRUT SYSTEM. 11. MOUNT EQUIPMENT LIGHT 8' ABOVE FINISHED GRADE ON UTLITY H -FRAME POST. PROVIDE 2 #12, 1 #12 GND, 1 "C. \ BRANCH CIRCUIT CONNECTION TO A -5, VIA LIGHT SWITCH. 13. CONTRACTOR SHALL COORDINATE DECOMMISSIONING OF SEE NOTE #12 J \ \ \ EQUIPMENT WITH OPERATIONS AND CONSTRUCTION MANAGER. 12. AUTO OFF TIMER SWITCH. MOUNT SWITCH ON EQUIPMENT \ L - - - _ _ EDGE OF EwsnNC GRAVEL 14. PAINT ALL EQUIPMENT SHERWIN WILLIAMS FLAT ( #6090) JAVA LIGHT POST 48" ABOVE FINISHED GRADE OR SLAB. INSTALL _ BROWN. SWITCH IN WEATHER PROOF ENCLOSURE, NSI TORK SS20F SERIES. 15. PROVIDE 5500.00 OF FUEL FOR DIESEL GENERATOR PRIOR TO I TURNING SITE OVER FOR EMERGENCY STANDBY. 13. PULL BOX. j 16. COORDINATE CONSTRUCTION PHASING AND EQUIPMENT DECOMMISSIONING WITH VERIZON AND CONSTRUCTION MANGER PROGRAM REQUIREMENTS PRIOR TO THE COMMENCEMENT OF WORK. GRAPHIC SCALE(S) 17. DECOMMISSION EXISTING SERVICE EQUIPMENT AND DEMOLISH ASSOCIATED EXISTING SERVICE FEEDERS PRIOR TO THE CONNECTION OF NEW SERVICE EQUIPMENT AND FEEDERS. FOR 24" X 36" PLOT - 1" = 2.5' 0 2.5' 5' IFOR 11"X 17" PLOT- 1"= 5 18. DEMOLITION OF EQUIPMENT MUST BE APPROVED BY OPERATIONS AND COORDINATED WITH THE CONSTRUCTION MANGER. 19. COORDINATE SHORT CIRCUIT AVAILABLE FAULT WITH LOCAL UTILITY. PROVIDE EQUIPMENT AND EQUIPMENT COMPONENTS WITH AC RATING GREATER THAN THE AVAILABLE FAULT OR AS RECOMMENDED BY EQUIPMENT MANUFACTURER. POWER RISER DIAGRAM NOT TO SCALE POWER RISER NOTES: 1. 4° PVC CONDUIT 36° BELOW GRADE. STUB UP OUTSIDE OF FENCE FOR LOCAL POWER COMPANY CONNECTION. CORDINATE FINAL TERMINATION LOCATION WITH POWER COMPANY PRIOR TO INSTALLATION. 2. COORDINATE FINAL CONDUIT TERMINATION LOCATION WITH ALCATEL— LUCENT PRIOR TO INSTALLATION. 3. ROUTE CONTINUOUS EZBFo BRANCH CIRCUIT CONDUCTORS TO PANELBOARD VIA RACEWAY SYSTEM INDICATED. 4. PROVIDE NEW BRANCH CIRCUIT CONNECTION TO EXISTING EQUIPMENT. COORDINATE THE TRANSITION OF ELECTRICAL SERVICE TO EQUIPMENT WITH VERIZON PRIOR TO INSTALLATION. 5. (2) 2" CONDUIT WITH 3 WAY INNERDUCT AND PULL STRINGS IN EACH INNERDUCT. 6. MOUNT EQUIPMENT TO H— FRAME. SEE SHEETS E -1 AND C -4. PANEL A SCHEDULE 3 #500kcmil, 1 #3GND, 3"C FEEDER OR 400 AMP BUS 400 AMP MLO 240/120 VOLTS 3 #500kcmil, 1 #3GND, A SURFACE MOUNTED 400A, 30 —POLE, 120 /24OVac, 3W, NEMA 3R PNL WITH BB & RE 3 #10,1 #10GND, 3/4 "C I LOAD DESCRIPTION COND SIZE CABINETS BKR TRIP 6 r PH KVA AMPS BKR TRIP WIRE SIZE COND SIZE LOAD DESCRIPTION CKT. NO. 1 GENSET JACKET HEATER BBU / FUTURE UBS FUTURE UBS 1.6 RE 2.4 2.4 20.0 20.0 30 40OA /2P, 400A FUSE, 3W, NEMA 3R SERVICE ENTRANCE 850 MH7 1900 MT Z 2 5 2 4 3 GENSET CHARGER 24OVac INPUT, 50A /2P BBU PROVIDED BY OTHERS. 2 #6,1#8GND 20 GEN POWER CONNECTION CABINET B 5 EQUIPMENT LIGHT EZBFo HEATERS 24OVac, 15A/2P, EZBFo CONNECTION FOR EQUIPMENT 20 3.3 0.4 A GEN JACKET HEATER AND TO CENTURY LINK 125 BB /RF CABINETS LTE EQUIPMENT INSTALLED AND PROVIDED BY OTHERS. POWER 6 8 7 SPD PNL A CONTRACTOR. COORDINATE WITH LOCAL UTILITY PRIOR TO 20 BATTERY CHARGER LOAD CENTER B 9 SPARE GENERATOR 20 SEE RISER A UTILITY EQUIP CONNECTIONS CENTURY EZBFo HEATERS EZBFo 11 SPARE 2 #10,1 #10 GND, 3/4 "C METER 20 EXISTING 4812 LINK DISC CENTURY SPARE H —FRAME BEHIND CENTURY LINK CABINET BB 20 HEATERS ATS MAIN DISC 20.0 20.0 50 POWER CABINET EZBFo 14 16 LINK CABINET SPARE ® 20 B 17 SPARE GE E TOR 20 A E E BUSSED SPACE 18 19 SPARE 20 B E BUSSED SPACE 20 21 SPARE 3 A — E E FINISHED BUSSED SPACE 22 23 SPARE 20 O BUSSED SPACE 24 m T GRADE OR SLAB PULL J I j I I BOX' I L _ _ _ _ _T_ _ _ _ _ 1.5 °C W/ PULLSTRINGS I AND FLEX CONNECTIONS L 2 "C W/ EZBFo BRANCH CIRCUITS 1 1 1 1 1 1 I I I I I I I I I I � j �O CONDUIT FOR GEN ALARMS, L AT BOTH ENDS - - - - -- I I I -- ----- - - - - -- I L - -- SEE E -1 PLAN --------------------------------------------- -JIIIL- — -- ------ - - - - -J NOTE L-__ _______________________________ _______________________ -iII I 26 L = --------------------------- (2) SPARE 2" PVC CONDUITS FROM PNL A TO ----- - - - - -- - - - - -- -------------------- -------------------------- ® 1 #2,1 #8GND,2 °C - - - - -- I SEE E -1 PLAN NOTE 3 1 #1/0 SERVICE GROUNDING ELECTRODE PULL BOX WITH PULL STRINGS FOR FUTURE UBS CONDUCTOR IN 1° SCHED 40 PVC, 850 AND UBS 1900 CABINETS. SEE E -1 PLAN NOTES 2 BOND TO EXISTING GROUNDING BUSSED SPACE SEE E -1 PLAN NOTES 1 ELECTRODE SYSTEM POWER RISER DIAGRAM NOT TO SCALE POWER RISER NOTES: 1. 4° PVC CONDUIT 36° BELOW GRADE. STUB UP OUTSIDE OF FENCE FOR LOCAL POWER COMPANY CONNECTION. CORDINATE FINAL TERMINATION LOCATION WITH POWER COMPANY PRIOR TO INSTALLATION. 2. COORDINATE FINAL CONDUIT TERMINATION LOCATION WITH ALCATEL— LUCENT PRIOR TO INSTALLATION. 3. ROUTE CONTINUOUS EZBFo BRANCH CIRCUIT CONDUCTORS TO PANELBOARD VIA RACEWAY SYSTEM INDICATED. 4. PROVIDE NEW BRANCH CIRCUIT CONNECTION TO EXISTING EQUIPMENT. COORDINATE THE TRANSITION OF ELECTRICAL SERVICE TO EQUIPMENT WITH VERIZON PRIOR TO INSTALLATION. 5. (2) 2" CONDUIT WITH 3 WAY INNERDUCT AND PULL STRINGS IN EACH INNERDUCT. 6. MOUNT EQUIPMENT TO H— FRAME. SEE SHEETS E -1 AND C -4. POWER RISER EQUIPMENT SCHEDULE PANEL A SCHEDULE DESCRIPTION FEEDER OR 400 AMP BUS 400 AMP MLO 240/120 VOLTS 1PH, 3W, SIN MIN. 22 KAIC SURFACE MOUNTED 400A, 30 —POLE, 120 /24OVac, 3W, NEMA 3R PNL WITH CKT. NO. LOAD DESCRIPTION COND SIZE WIRE SIZE BKR TRIP AMPS KVA PH KVA AMPS BKR TRIP WIRE SIZE COND SIZE LOAD DESCRIPTION CKT. NO. 1 GENSET JACKET HEATER PROGRAMMABLE ENGINE EXERCISER, AND STRIP HEATER W/ 20 13.3 1.6 A 2.4 2.4 20.0 20.0 30 40OA /2P, 400A FUSE, 3W, NEMA 3R SERVICE ENTRANCE SEE RISER Century Link Cabinet 2 4 3 GENSET CHARGER 24OVac INPUT, 50A /2P BBU PROVIDED BY OTHERS. 2 #6,1#8GND 20 13.3 1.6 B 5 EQUIPMENT LIGHT EZBFo HEATERS 24OVac, 15A/2P, EZBFo CONNECTION FOR EQUIPMENT 20 3.3 0.4 A 10.8 10.8 90.0 90.0 125 BB /RF CABINETS LTE EQUIPMENT INSTALLED AND PROVIDED BY OTHERS. 4812 Power Cabinet 6 8 7 SPARE CONTRACTOR. COORDINATE WITH LOCAL UTILITY PRIOR TO 20 INSTALLATION. BOND METER W/ 1 #3GND TO SERVICE B 9 SPARE GENERATOR 20 SEE RISER A 0.8 0.8 6.7 6.7 15 EZBFo HEATERS 10 12 11 SPARE 2 #10,1 #10 GND, 3/4 "C CABINET 20 B 13 SPARE H —FRAME BEHIND CENTURY LINK CABINET 20 A 2.4 2.4 20.0 20.0 50 EZBFo 14 16 15 SPARE 20 B 17 SPARE 20 A BUSSED SPACE 18 19 SPARE 20 B BUSSED SPACE 20 21 SPARE 20 A BUSSED SPACE 22 23 SPARE 20 B BUSSED SPACE 24 25 SPARE 20 A BUSSED SPACE 26 27 SPARE 20 B BUSSED SPACE 28 29 SPARE 20 A BUSSED SPACE 30 TOTAL AMPS (CONN. LOAD) TOTAL AMPS (FEEDTHRU) TOTAL AMPS CONN. LOAD + FEED -THRU A: A: A: B: B: B: PANELBOARD OPTIONS: PANELBOARD NOTES: 1. PROVIDE WITH FEED -THRU LUGS. * SEE PLANS FOR WIRE AND CONDUIT SIZE POWER RISER EQUIPMENT SCHEDULE TAG DESCRIPTION FEEDER OR BRANCH CIRCUIT PNL A 400A, 30 —POLE, 120 /24OVac, 3W, NEMA 3R PNL WITH SEE RISER FEED —THRU LUGS MANUF: SQUARE D NQOB SERIES SPD TVSS SURGE PROTECTION DEVICE. MANUF: AC DATA SEE RISER AM- 2080 —V -07 ATS AUTOMATIC TRANSFER SWITCH (ATS): 240/12OV, 400A, NEMA SEE RISER 3R, 2 —POLE, 1 —PHASE ATS W/ SOLID NEUTRAL, PROGRAMMABLE ENGINE EXERCISER, AND STRIP HEATER W/ THERMOSTAT. MANUF: ASCO 300 -2- 400— F- 1— X— F- 11BG- 44G -240V 60HZ MAIN DISC 40OA /2P, 400A FUSE, 3W, NEMA 3R SERVICE ENTRANCE SEE RISER FUSED DISCONNECT. EZBFo POWER 24OVac INPUT, 50A /2P BBU PROVIDED BY OTHERS. 2 #6,1#8GND PROVIDE FINAL CONNECTIONS PER MANUFACTURER AND ALCATEL — LUCENT ELECTRICAL CONNECTION REQUIRMENTS. EZBFo HEATERS 24OVac, 15A/2P, EZBFo CONNECTION FOR EQUIPMENT 2 #12,1 #12GND HEATERS. PROVIDE FINAL CONNECTIONS PER MANUFACTURER AND ALCATEL— LUCENT ELECTRICAL CONNECTION REQUIRMENTS. BB /RF CABINETS LTE EQUIPMENT INSTALLED AND PROVIDED BY OTHERS. SEE RISER UTILITY METER POWER COMPANY UTILITY METER. INSTALLED BY SEE RISER CONTRACTOR. COORDINATE WITH LOCAL UTILITY PRIOR TO INSTALLATION. BOND METER W/ 1 #3GND TO SERVICE EQUIPMENT GROUND. GENERATOR 80 kW, 120/24OV, 3W, 1— PHASE, GENERATOR PROVIDED BY SEE RISER VERIZON WIRELESS. COORDINATE FINAL ELECTRICAL CONNECTIONS WITH VERIZON WIRELESS PRIOR TO INSTALLATION. CENTURY LINK 220V, 30A FIBER CABINET. PROVIDE FINAL CONNECTIONS PER 2 #10,1 #10 GND, 3/4 "C CABINET MANUFACTURER'S ELECTRICAL CONNECTION REQUIREMENTS. 30A /2 P, NEMA 3R, DISCONNECT. DISCONNECT MOUNTED ON 2 #10,1 #10 GND, VC 7�ff H —FRAME BEHIND CENTURY LINK CABINET ure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202.461 verizan wireless 1831 RADY COURT RICHMOND, VA 23222 HAROLD L. BELYEU, JR. Lic. No. 49637 NALE SITE INI HARDWARE RIVER LTE (4G) UPGRADE 5469 MURRAYS LANE COVESMLLE, VA 22931 ALBEMARLE COUNTY DESIGN: CCY DRAWN: KAW SEW: SPP TT/ DATE: 2/1/11 COMM. NO. 3036GG SUBMITTALS SYK DESMFr)N DATE Q REVISED SITE PLAN SUBMITTAL 6/28/11 Qi REVISED SITE PUN SUBMITTAL 7/22/11 Q5 REVIEW SET 8/26/11 eQ REVISED REVIEW SET 10/5/11 Q EUMNART CONSMCTION DRAWNOS 2/14/12 Q pppucKnON DRAWINGS 4/20/12 Q BID SET 5/1/12 REVD APPLICATION DRAWINGS 5/29/12 SHEET IAMB ELECTRICAL DETAILS SHFFT NO.: E -2 3 a a 0 N i 0 0 i GRADE z M CADWELD GROUND CONDUCTOR, #2 TINNED SOLID COPPER DRIVEN COPPER CLAD GROUND ROD 3/4" x 10' (SEE NOTE) NOTE: PROVIDE ADDITIONAL GROUND RODS AS REQUIRED TO ACHIEVE MAXIMUM 5 OHMS RESISTANCE AS INDICATED IN GROUNDING NOTES. GROUND ROD DETAIL NOT TO SCALE 3 SEE GROUND ROD DETAIL THIS SHEET 1 I i u 'J I 9 I I SEE INSPECTION PORT DETAIL, 7 THIS SHEET I I II 4- 1 I I — � I � I I — � I 1 T I l 8 TYP — — — APPROXIMATE LOCATION OF EXISTING 5 - EQUIPMENT GROUND RING GROUNDING NOTES 1. EGR - (EQUIPMENT GROUND RING) THE EQUIPMENT/TOWER GROUNDING SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. GROUND LEADS OF SUFFICIENT LENGTH SHALL BE PROVIDED FOR THE FOLLOWING: A. TWO (2) GROUND LEADS FOR THE BASE OF THE TOWER. B. TWO (2) GROUND LEADS FOR THE TOWER BOTTOM GROUND BAR. C. GROUND LEADS SHALL BE PROVIDED FOR EACH ICE - BRIDGE POST. D. GROUND LEADS SHALL BE PROVIDED FOR EACH MECHANICAL UNIT. E. GROUND LEADS SHALL BE PROVIDED FOR EACH CORNER OF THE EQUIPMENT. F. ONE (1) GROUND LEAD SHALL BE PROVIDED FOR THE METER BASE. G. ONE (1) GROUND LEAD SHALL BE PROVIDED FOR THE A FIBER CABINET. H. NEW EQUIPMENT; -LTE BB CABINET -LTE RE CABINET -LTE DOUBLE STACK STEEL FRAME -LTE BATTERY BACKUP CABINET -LTE BATTERY BACKUP STEEL FRAME -LTE COAX GROUND BAR -UBS 850 CABINET 2. GENERATOR GROUND RING - CONTRACTOR SHALL INSTALL A GROUND RING PER VERIZON WIRELESS' SPECIFICATIONS. THE GROUND RING MUST BE INSTALLED TO DEPTH OF 30" WITH 10' GROUND RODS AT EACH CORNER. #2 TINNED SOLID COPPER, EXOTHERMIC WELDS ONLY BELOW GROUND. #2 LEADS FROM THE EGR ARE TO BE SLEEVED IN PVC. TOWER ATTACHMENTS, EXTERIOR BUS BARS & ICE - BRIDGE POSTS ATTACH BY EXOTHERMIC WELD. THE GENERATOR GROUND RING SHALL BE EXOTHERMICALLY WELDED TO THE EXISTING TOWER GROUND RING AT A MINIMUM OF TWO POINTS, TO THE EXISTING SERVICE GROUND AT ONE POINT AND SHOULD BE ACCESSIBLE BY A CAPPED PVC TEST WELL. ADDITIONALLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY BE CAUSED TO ANY EXISTING GROUND RING DURING THE INSTALLATION OF THE NEW GENERATOR GROUND RING. THE GENERATOR SHALL BE EXOTHERMICALLY WELDED TO THE GENERATOR GROUND RING AT A MINIMUM OF 4 POINTS. 3. RESISTIVITY /EGR INSPECTION - 24 -HOUR NOTICE SHALL BE GIVEN TO VERIZON WIRELESS BEFORE THE COMPLETION OF THE EGR, TO ALLOW FOR AN OPEN TRENCH INSPECTION OF THE SYSTEM, AND TO WITNESS THE GROUND FIELD RESISTIVITY TEST. A THREE ELECTRODE FALL OF POTENTIAL TEST IS REQUIRED WITH AN EXPECTED READING OF LESS THAN 5 OHMS. A RESISTIVITY TEST REPORT, WITH A COPY OF THE TEST UNITS'S MOST RECENT CALIBRATION CERTIFICATION IS REQUIRED. 4. CADWELD TO ICE BRIDGE POST AT EACH POST. 5. EXISTING BELOW GRADE EQUIPMENT GROUNDING SYSTEM IS BASED ON PROTOTYPICAL GROUNDING SYSTEMS FOR WIRELESS FACILITIES OF THIS NATURE AS WELL AS FIELD OBSERVATIONS OF ABOVE GRADE BONDING CONDITIONS. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING GROUNDING SYSTEM IS IN PLACE AND SHALL INDICATE EXACT ROUTING OF THE GROUNDING SYSTEM USING SURFACE MARKING METHOD. WHERE PLANS INDICATE TO CONNECT TO EXISTING GROUNDING SYSTEM CONTRACTOR SHALL CAREFULLY EXCAVATE TO EXPOSE EXISTING GROUNDING CONDUCTOR. USE CARE TO MAINTAIN CONTINUITY OF EXISTING GROUND SYSTEM WHILE PERFORMING WORK UNDER THIS CONTRACT. NEW CONNECTION TO EXISTING EQUIPMENT GROUND RING SHALL INCLUDE A #2 BARE TINNED COPPER WIRE BONDED TO EQUIPMENT GROUND RING. 6. EMERGENCY DIESEL GENERATOR 7. GROUND LEAD INSPECTION PORT TO NEW ELECTRICAL SERVICE. 8. CONNECT NEW GROUND RING WITH PARALLEL TYPE EXOTHERMIC WELD TO EXISTING EQUIPMENT GROUND RING. 9. EQUIPMENT FRAME GROUND. 10. TIN COATED GROUND BAR FASTENED WITH THEFT PROOF STAINLESS STEEL HARDWARE. GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 2.5' 0 2.5' 5' FOR 11"X 17" PLOT- I"= 5' ure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202.461.3260 FAX 202.461 verizan wireless 1831 RADY COURT RICHMOND, VA 23222 ��► % 2- HAROLD L. BELYEU, JR. Lic. No. 49637 NALE SITE INPO.: HARDWARE RIVER LTE (4G) UPGRADE 5 469 MURRAYS LANE COVESMLLE, VA 22931 ALBEMARLE COUNTY DESIGN: CCY DRAWN: KAW SEW: SPP TTV DATE: 2/1/11 COMM. NO. 3036GG SUBMITTALS SYK DESaJFrK)N DATE Q REVISED SITE PLAN SUBMRTAL 6/28/11 Q REVISED SITE PUN SUBMRTAL 7/22/11 Q5 REVIEW SET 8/26/11 Q REVISED REVIEW SET 10/5/11 Q 'RWMN4R1' CONSIR OON MOM 2/14/12 Q PLICATION DRAWINGS 4/20/12 Q JBID SET 5/1/12 REVD APPLICATION DRAWINGS 5/29/12 9-0T wwe GROUNDING PLAN S►WT NO.: E -3 6" PVC PLUG SEE GROUND ROD DETAIL, THIS SHEET 6" PVC COUPLING T /FINISHED GRADE (THIRD) / \ z D #2 AWG TINNED BARE COPPER o WIRE TESTING LOOP, CADWELD TO GROUND RING _z NOTCH SIDES OF 6" 10 N PVC SCHED 40 PIPE TO ALLOW EXIT/ / ENTRANCE OF GROUND R N GROUND RING TRENCH BOTTOM 3/4" X 10' GROUND ROD / INSPECTION PORT DETAIL NOT TO SCALE i i i i � I i I TYP I I I II 4- 1 I I — � I � I I — � I 1 T I l 8 TYP — — — APPROXIMATE LOCATION OF EXISTING 5 - EQUIPMENT GROUND RING GROUNDING NOTES 1. EGR - (EQUIPMENT GROUND RING) THE EQUIPMENT/TOWER GROUNDING SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. GROUND LEADS OF SUFFICIENT LENGTH SHALL BE PROVIDED FOR THE FOLLOWING: A. TWO (2) GROUND LEADS FOR THE BASE OF THE TOWER. B. TWO (2) GROUND LEADS FOR THE TOWER BOTTOM GROUND BAR. C. GROUND LEADS SHALL BE PROVIDED FOR EACH ICE - BRIDGE POST. D. GROUND LEADS SHALL BE PROVIDED FOR EACH MECHANICAL UNIT. E. GROUND LEADS SHALL BE PROVIDED FOR EACH CORNER OF THE EQUIPMENT. F. ONE (1) GROUND LEAD SHALL BE PROVIDED FOR THE METER BASE. G. ONE (1) GROUND LEAD SHALL BE PROVIDED FOR THE A FIBER CABINET. H. NEW EQUIPMENT; -LTE BB CABINET -LTE RE CABINET -LTE DOUBLE STACK STEEL FRAME -LTE BATTERY BACKUP CABINET -LTE BATTERY BACKUP STEEL FRAME -LTE COAX GROUND BAR -UBS 850 CABINET 2. GENERATOR GROUND RING - CONTRACTOR SHALL INSTALL A GROUND RING PER VERIZON WIRELESS' SPECIFICATIONS. THE GROUND RING MUST BE INSTALLED TO DEPTH OF 30" WITH 10' GROUND RODS AT EACH CORNER. #2 TINNED SOLID COPPER, EXOTHERMIC WELDS ONLY BELOW GROUND. #2 LEADS FROM THE EGR ARE TO BE SLEEVED IN PVC. TOWER ATTACHMENTS, EXTERIOR BUS BARS & ICE - BRIDGE POSTS ATTACH BY EXOTHERMIC WELD. THE GENERATOR GROUND RING SHALL BE EXOTHERMICALLY WELDED TO THE EXISTING TOWER GROUND RING AT A MINIMUM OF TWO POINTS, TO THE EXISTING SERVICE GROUND AT ONE POINT AND SHOULD BE ACCESSIBLE BY A CAPPED PVC TEST WELL. ADDITIONALLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY BE CAUSED TO ANY EXISTING GROUND RING DURING THE INSTALLATION OF THE NEW GENERATOR GROUND RING. THE GENERATOR SHALL BE EXOTHERMICALLY WELDED TO THE GENERATOR GROUND RING AT A MINIMUM OF 4 POINTS. 3. RESISTIVITY /EGR INSPECTION - 24 -HOUR NOTICE SHALL BE GIVEN TO VERIZON WIRELESS BEFORE THE COMPLETION OF THE EGR, TO ALLOW FOR AN OPEN TRENCH INSPECTION OF THE SYSTEM, AND TO WITNESS THE GROUND FIELD RESISTIVITY TEST. A THREE ELECTRODE FALL OF POTENTIAL TEST IS REQUIRED WITH AN EXPECTED READING OF LESS THAN 5 OHMS. A RESISTIVITY TEST REPORT, WITH A COPY OF THE TEST UNITS'S MOST RECENT CALIBRATION CERTIFICATION IS REQUIRED. 4. CADWELD TO ICE BRIDGE POST AT EACH POST. 5. EXISTING BELOW GRADE EQUIPMENT GROUNDING SYSTEM IS BASED ON PROTOTYPICAL GROUNDING SYSTEMS FOR WIRELESS FACILITIES OF THIS NATURE AS WELL AS FIELD OBSERVATIONS OF ABOVE GRADE BONDING CONDITIONS. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING GROUNDING SYSTEM IS IN PLACE AND SHALL INDICATE EXACT ROUTING OF THE GROUNDING SYSTEM USING SURFACE MARKING METHOD. WHERE PLANS INDICATE TO CONNECT TO EXISTING GROUNDING SYSTEM CONTRACTOR SHALL CAREFULLY EXCAVATE TO EXPOSE EXISTING GROUNDING CONDUCTOR. USE CARE TO MAINTAIN CONTINUITY OF EXISTING GROUND SYSTEM WHILE PERFORMING WORK UNDER THIS CONTRACT. NEW CONNECTION TO EXISTING EQUIPMENT GROUND RING SHALL INCLUDE A #2 BARE TINNED COPPER WIRE BONDED TO EQUIPMENT GROUND RING. 6. EMERGENCY DIESEL GENERATOR 7. GROUND LEAD INSPECTION PORT TO NEW ELECTRICAL SERVICE. 8. CONNECT NEW GROUND RING WITH PARALLEL TYPE EXOTHERMIC WELD TO EXISTING EQUIPMENT GROUND RING. 9. EQUIPMENT FRAME GROUND. 10. TIN COATED GROUND BAR FASTENED WITH THEFT PROOF STAINLESS STEEL HARDWARE. GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 2.5' 0 2.5' 5' FOR 11"X 17" PLOT- I"= 5' ure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202.461.3260 FAX 202.461 verizan wireless 1831 RADY COURT RICHMOND, VA 23222 ��► % 2- HAROLD L. BELYEU, JR. Lic. No. 49637 NALE SITE INPO.: HARDWARE RIVER LTE (4G) UPGRADE 5 469 MURRAYS LANE COVESMLLE, VA 22931 ALBEMARLE COUNTY DESIGN: CCY DRAWN: KAW SEW: SPP TTV DATE: 2/1/11 COMM. NO. 3036GG SUBMITTALS SYK DESaJFrK)N DATE Q REVISED SITE PLAN SUBMRTAL 6/28/11 Q REVISED SITE PUN SUBMRTAL 7/22/11 Q5 REVIEW SET 8/26/11 Q REVISED REVIEW SET 10/5/11 Q 'RWMN4R1' CONSIR OON MOM 2/14/12 Q PLICATION DRAWINGS 4/20/12 Q JBID SET 5/1/12 REVD APPLICATION DRAWINGS 5/29/12 9-0T wwe GROUNDING PLAN S►WT NO.: E -3