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HomeMy WebLinkAboutSDP201200065 Legacy Document 2013-01-03 (4)® a n7o ■ wireless DIRECTIONS TO SITE: FROM RICHMOND: TAKE 1 -64W TOWARD CHARLOTTESVILLE. TAKE EXIST 118 A TO MERGE ONTO US -29 S TOWARD LYNCHBURG. DESTINATION WILL BE ON THE RIGHT. PROJECT 44 SITE 9d 9v Ay1 ado y a C�° �rfr9 � Ra a �'Rd RyU,: Brand, R - a Raa Hill schan! LOCAL MAP SCALE: 1 �mFem an c ti' ' _ p" "Ian ""Av" g SR lt1p SR C PROJECT SITE VICINITY MAP NOT TO SCALE 4� North 4� North CROSSROADS SITE SHIFFLETT PROPERTY, EXISTING TIER II - GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA EXISTING TIER II INSTALLATION INSTALLATION AND OPERATION OF GENERATOR AND UTILITIES: LPG TANK FOR EMERGENCY SERVICE POWER: DOMINION VIRGINIA POWER 1- 888 - 667 -3000 2 WORKING DAYS EMERGENCY INFORMATION: TELEPHONE: CENTURYLINK BEFORE YOU DIG LOCAL FIRE AND EMERGENCY SERVICES 1- 866 - 768 -1847 TOLLS FREE (434) 296 -5833 MISS UTILITY LOCAL EMERGENCY POLICE DISPATCH (434) 296 -5807 APPROVAL ACQUISITION MANAGER: SIGNATURE PHONE NUMBER DATE CONSTRUCTION MANAGER: SIGNATURE PHONE NUMBER DATE RF ENGINEERING: SIGNATURE PHONE NUMBER DATE NETWORK OPS MANAGER: SIGNATURE PHONE NUMBER D -TE REV. NO. DESCRIPTION BY DATE REV. NO. A 1 O 1 1 2 DESCRIPTION FINAL CONSTRUCTION DRAWINGS ENSITE SITE PLAN REVISED SHEETS C -4 AND C -5 REVISED FINAL CONSTRUCTION DRAWINGS BY JYY JYY JYY JYY DATE 02/28/12 07/11/12 10/25/12 12/06/12 REVIEW SET SPP 08/26/11 A\ APPLICATION SET SPP 09/12/11 �j REVISED APPLICATION SET SPP 10/20/11 8 REVISED APPLICATION SET JYY 01/04/12 CONSULTING TEAM ARCHITECTURE AND ENGINEERING: PROPERTY OWNER: CLARK NEXSEN VERNON SHIFFLETT 133 1 L STREET NW, SUITE 600 3456 MONOCAN TRAIL ROAD WASHINGTON, DC 20005 NORTH GARDEN, VA 22959 PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461 -3287 FAX NUMBER: (202) 461 -3266 ELECTRICAL ENGINEERING: MERLE DAIGER CLARK NEXSEN (804) 543 -7553 1111 E. MAIN STREET SUITE 1905 (804) 321 -0398 RICHMOND, VA 23219 REVISED FINAL CONSI DRAWINGS PROJECT MANAGER: HAROLD BELYEU, PE TELEPHONE: (804) 644 -4690 FAX NUMBER: (804) 644 -4693 SURVEY: CAUSEWAY CONSULTANTS, P.C. P.O. BOX 15039 CHESAPEAKE, VA 23328 -5039 CONTACT: EDDIE T. WHITE, LS TELEPHONE: (757) 482 -0474 FAX NUMBER: (757) 482 -9870 NONE PROJECT SUMMARY SITE INFORMATION: PROPERTY OWNER: CROSSROADS SITE VERNON SHIFFLETT 3456 MONOCAN TRAIL ROAD 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 NORTH GARDEN, VA 22959 APPLICANT INFORMATION: VERIZON WIRELESS SITE PLAN 1831 RACY COURT TREE INVENTORY RICHMOND, VA 23222 ELEVATION VIEW CONTACT: MERLE DAIGER TELEPHONE: (804) 543 -7553 FAX NUMBER: (804) 321 -0398 PROJECT DATA: REVISED FINAL CONSI DRAWINGS ZONING VR, EC TAX MAP# 87 -7A ACREAGE 3.038 JURISDICTION ALBEMARLE COUNTY SITE TYPE EXISTING EXISTING TOWER TYPE WOOD POLE EXISTING TOWER HEIGHT 85' -9" EXISTING LEASE AREA 20' X 20' AREA OF LAND DISTURBANCE 0 SF GEOGRAPHIC COORDINATES: LATITUDE: 37' 57' 43.630" N (NAD 83) LONGITUDE: 78' 39' 22.1043° W (NAD 83) ELEVATION: 813.4' AMSL (NAVD 88) ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. INDEX OF DRAWINGS Sheet Number Sheet Title GENERAL SPP G -1 COVER SHEET CIVIL -4034 FF.G C -1 SITE PLAN C -2 TREE INVENTORY C -3 ELEVATION VIEW C -4 ENLARGED SITE PLAN C -5 DETAILS C -6 DETAILS ELECTRICAL REVISED FINAL CONSI DRAWINGS E -1 ELECTRICAL SITE PLAN E -2 ELECTRICAL DETAILS E -3 GROUNDING PLAN SHEET TOTAL: 10 ..ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202.461 ver►mp wireless 1831 RADY COURT RICHMOND, VA 23222 T H 011" 1-'1 e" YJUSTINK10iN Lic. No. 42897 LISISIONAL SITE INFO.: CROSSROADS SITE GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 DESIGN: CCY DRAWN: KAW REVIEW: SPP TTV DATE: 03/07/11 COMM. NO. -4034 FF.G Z5), IREVIEW SET 8/26/11 Q kppucxnON SET 9/12/11 REVISED APPLICATION SET 10/20/11 eQ REVISED APPLICATION SET 1/04/12 o f NAL CONSTRUCTION DRAWINGS 2/28/12 ® SIIE SIZE mm 7/11/12 t ED SHEETS C -4 AND C -5 10/25/12 IIA REVISED FINAL CONSI DRAWINGS 12/06/12 COVER SHEET SHEET NO.: G -1 E 1BM 11IMA a c EIEVAIgN - NIF CHARLOTTE h Y11W M SHELTON I T.N. 87 -7E D.B. 1907 PG 1 R11% ARE45 I I5'22'0 19972' j N/F AFN N. 01= T.M. 87 -7A7 RE JJ94 PG 704 , 3 ' — — EX/sTTNG 91 t WOOOPOLE I I 6ASL EL. 816' AMSL _i1_ TOP EL. 907' AMSL 2 1 1J EXISTING 85' -9 "t WOOOPo(E FALL ZONE EASEMENT I 1 \\ \ I SEE ENLARGED SITE PLAN, ,SSHEET C -4 '\ \ \\ \ I EXISTING GRA6L! /O \� \\ // RICHARD A. OLAM ACCESS ROAD TA 87-7C N I \ .` D.B. 103,E PG. 587 Nl T -STY \ l WLLAGE RESTDENTX EUGENE M. POWB1, JR. FRAME r,4rrACE �� \ 1J T.M. 87 -8 0.8. 1445, PG. 719 1'1 WLLAGE RLSIOENTIAL 1' � 1111 zl 711 111 1 11 °> , 1 -STY BRICK - I '1 DWELLING 11 \I 1 i I � 111111\ o+ 1 II I I 1 \ 111 ' 17ERNON L & C%E SHIFFLETT TA 87 -7A 1 I 0.8. 1421, PG 123 I WLLAGE &S/DENTAL I 11 1 1 I� II I I, \ I i II I'i I II l i I JI - - -- EXISTING / — — -- GATEEI,L R= 1977.86' EXISTING CONC APRON U.S. ROUTE 29 LEGEND CIXISTING BLDG 18" RCP 0 9 O ABBREVIATIONS J BEARING / N/F \ CARPENTER PLA CE, L.P. TA 87 -3 L2 0.8. 847 PG. 494 A/C L3 PROPERTY LINE 1BM 11IMA a c EIEVAIgN - NIF CHARLOTTE h Y11W M SHELTON I T.N. 87 -7E D.B. 1907 PG 1 R11% ARE45 I I5'22'0 19972' j N/F AFN N. 01= T.M. 87 -7A7 RE JJ94 PG 704 , 3 ' — — EX/sTTNG 91 t WOOOPOLE I I 6ASL EL. 816' AMSL _i1_ TOP EL. 907' AMSL 2 1 1J EXISTING 85' -9 "t WOOOPo(E FALL ZONE EASEMENT I 1 \\ \ I SEE ENLARGED SITE PLAN, ,SSHEET C -4 '\ \ \\ \ I EXISTING GRA6L! /O \� \\ // RICHARD A. OLAM ACCESS ROAD TA 87-7C N I \ .` D.B. 103,E PG. 587 Nl T -STY \ l WLLAGE RESTDENTX EUGENE M. POWB1, JR. FRAME r,4rrACE �� \ 1J T.M. 87 -8 0.8. 1445, PG. 719 1'1 WLLAGE RLSIOENTIAL 1' � 1111 zl 711 111 1 11 °> , 1 -STY BRICK - I '1 DWELLING 11 \I 1 i I � 111111\ o+ 1 II I I 1 \ 111 ' 17ERNON L & C%E SHIFFLETT TA 87 -7A 1 I 0.8. 1421, PG 123 I WLLAGE &S/DENTAL I 11 1 1 I� II I I, \ I i II I'i I II l i I JI - - -- EXISTING / — — -- GATEEI,L R= 1977.86' EXISTING CONC APRON U.S. ROUTE 29 LEGEND CIXISTING BLDG 18" RCP 0 9 O ABBREVIATIONS J BEARING 0 L1 S 08'13'46" W 13.06' L2 CONCRETE A/C L3 PROPERTY LINE ADA L4 LEASE AREA AEG L5 EASEMENT AGL L6 N 4959'44" E 62.27' D BUILDING (FOOTPRINT) 66.77' L8 N 55'03'30" W C, C C, /L SHE FENCE COMM L10 S 62'10'43" E CONIC ryw� TREELINE DIA L12 N 29'50'14" W D.B. L13 EDGE OF PAVEMENT DWG(S) L14 EDGE OF GRAVEL ELEV L15 TOP OF BANK EOE L16 TOE OF SLOPE (F) L17 POWER POLE FEE L18 LIGHT POLE /LAMP POST FIRM L19 I N 42'01'22" W FO L20 COMMUNICATION PEDESTAL GA L21 STORM PIPE GIs L22 PIN FOUND /SET GPIN 123 TEMPORARY BENCHMARK 200.32' GPS TREE HYD ID INC TEST WELL INV INFO KW LBS ACCESS EASEMENT LINE TABLE LGP LLC LS LINE BEARING DISTANCE L1 S 08'13'46" W 13.06' L2 S 48'59'44" W 123.55' L3 S 22'18'02" W 28.43' L4 N 34'39'31" W 23.86' L5 S 22'18'02" W 20.17' L6 N 4959'44" E 62.27' L7 N 5736'30" E 66.77' L8 N 55'03'30" W 12.84' L9 S 42'01'22" E 112.78' L10 S 62'10'43" E 80.90' L11 S 45'11'44" E 46.06' L12 N 29'50'14" W 38.66' L13 N 6909'45" E 35.80' L14 N 29'50'15" W 20.00' L15 S 60'09'45" W 55.80' L16 N 29'50'14" W 55.96' L17 N 45'11'44" W 40.38' L18 N 62710'43" W 81.46' L19 I N 42'01'22" W 114.05' L20 S 55'03'30" E 14.15' L21 N 34'39'31" W 190.91' L22 N 22'18'02" E 23.86' 123 S 34'39'31" E 200.32' MAX MIN MPH N NW NAD NAVD NO OPS OSHA P/P P.B. PE PG. PROJ. PSF PSI PVC R/W RAD REQ'D RF SCH SF STD TBM TOB TOC TOS TPED TTV TYP VDOT W WCF SURVEYOR'S NOTES Al 1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY Architecture & Engineering DIAMETER NUMBER CONSULTANTS, P.C. P. 0. BOX 15039. CHESAPEAKE, VIRGINIA, 1331 L STREET, NW AIR CONDITIONING 23328- 50394. PHONE: 757 -482 -0474. SUITE 600 AMERICANS WITH DISABILITIES WASHINGTON, DC 20005 ACT 2, COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED ABOVE FINISHED GRADE USING STATIC GPS OBSERVATIONS, POST PROCESSED THROUGH 202461.3260 FAX 202461.3266 ABOVE GROUND LEVEL NOAA'S OPUS WEBSITE AND CONVERTED TO NAVD 88 AND NAD MAW.CLARKNEXSEN.COM AMERICAN SOCIETY FOR TESTING 83, U.S SURVEY FOOT, FOR THE VERTICAL DATUM AND AND MATERIALS HORIZONTAL COORDINATES, RESPECTIVELY, USING U.S. ARMY CENTERLINE CORPS OF ENGINEERS CORPSCON SOFTWARE, VERSION 5.11. COMMISSION 3. NO SUB - SURFACE INVESTIGATION WAS PERFORMED BY CONCRETE CAUSEWAY CONSULTANTS, P.C. THIS SURVEY DOES NOT veriZoon wireless DIAMETER GUARANTEE THE "EXISTENCE OR NONEXISTENCE" OF DEED BOOK UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR 1831 RADY COURT DRAWINGS EXCAVATION, CONTACT MISS UTILITY AT 1- 800 - 552 -7001 TO RICHMOND, VA 23222 ELEVATION CONFIRM THE LOCATION OR EXISTENCE OF UNDERGROUND EXISTING OVERHEAD ELECTRIC FOUND UTILITIES. FINISHED FLOOR ELEVATION 4. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TiTLE ti� H �F FLOOD INSURANCE RATE MAP FIBEROPTIC REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS THAT GAUGE MAY AFFECT THE PROPERTY. GEOGRAPHIC INFORMATION, SYSTEM 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS GRID PARCEL IDENTIFICATION OF RECORD. 0 f USTIN Y OON GLOBANUMBER POSITIONING SYSTEM 6. THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY. 9 HYDRANT THE RIGHT -OF -WAY, PROPERTY LINE AND /OR EASEMENTS Lie. No. 42897 IDENTIFICATION SHOWN HEREON REPRESENT A COMPILATION OF RECORDED INCORPORATED DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS. INVERT INFORMATION 7. THE AREA OF THE EXISTING CELL TOWER APPEARS TO LIE TO THE KILOWATT WITHIN POUNDS EMERGENCY MANAGEMENT AGENCDING NAATONALFDL FLLO SIONAL LIGHT POLE /LAMP POST INSURANCE COMMUNITY NUMBER 51003CO400D. DATED LONG FEBRUARY 4. 2005. LIMITED LIABILITY CORPORATION SMEINFO.: LAND SURVEYOR 8 ORETIDAL WETLANDS, WAS NEITHER INVESTIGATED, NOR LANDS, CROSSROADS MINIM M CONFIRMED DURING THE PERFORMANCE OF THIS SURVEY. MINIMUM SITE MILES PER HOUR NORTH GENERATOR NORTHWEST NORTH AMERICAN DATUM ADDITION NORTH AMERICAN VERTICAL DATUM NUMBER OPERATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 3456 MONOCAN TRAIL POWER POLE PLAT BOOK ROAD PROFESSIONAL ENGINEER NORTH GARDEN, VA PAGE PROJECT 22959 POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH DESIGN: CCY POLYVINYLCHLORIDE DRAWN: KAW RIGHT OF WAY REVIEW: SPP RADIATING TT/ DATE: 03/02/11 REQUIRED COMM. NO. 3036.FF.G RADIO FREQUENCY SCHEDULE SUBMFFTALS SQUARE FOOT/FEET LEASE NOTES Sm DBMPTTON [RATE STANDARD Q REVIEW SET 8/26/11 TEMPORARY BENCHMARK TOP OF AN 1. EXISTING VERIZON WIRELESS 20' ACCESS /UTILITY EASEMENT kppucKnON SEr 9/12/11 TOP OF CONCRETE Q REVIsm ArrucnnON sEr io /2o /ii TOE OF SLOPE 2. EXISTING VERIZON WIRELESS 20' X 20' LAND SPACE eQ REVIsm ARRucAnON SET 1/04/12 TELEPHONE PEDESTAL Q FINAL CONSTRUcnON DRAWINGS 2/28/12 TECHNICAL TEAM VISIT 3. NEW VERIZON WIRELESS 17' X 20' LAND SPACE EXPANSION A raw SITE PLAN 7/11/12 TYPICAL Q kvm sHEEfs 0-4 AND C -5 10/25/12 VIRGINIA DEPARTMENT OF 4. NEW VERIZON WIRELESS 37' X 20' TOTAL LAND SPACE TRANSPORTATION RNU cam DRAw1NCS 12109112 WEST SHEET NMR WIRELESS COMMUNICATION FACILITY SITE PLAN WELDED WIRE FABRIC GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 40' 0 20' 40' 80' FOR 11" X 17" PLOT - 1" = 80' SHEET NO.: C -1 i N EXISTING GRA VEL TREE INVENTORY TABLE NUMBER CALIPER SPECIES ANOPY HEIGHTAGL HEIGHT NUMBER CALIPER SPECIES ANOPY HEIGHTAGL HEIGHT 5 18" POPLAR 859'± AMSL 57'± 52 8" POPLAR 892'± AMSL 67'± 7 10" LOCUST 863'± AMSL 59'± 54 6" POPLAR 892'± AMSL 68'± 11 18" POPLAR 883'± AMSL 75'± 56 8" POPLAR 873'± AMSL 49'± 13 6" PARADISE 863'± AMSL 49'± 58 6" POPLAR 852'± AMSL 30'± 15 4" PARADISE 841'± AMSL 28'± 60 12" POPLAR 910'± AMSL 84'± 17 6" PARADISE 863'± AMSL 50'± 62 18" LOCH) 891'± AMSL 63'± 19 4" PARADISE 843'± AMSL 30'± 64 18" POPLAR 926'± AMSL 99'± 21 6" PARADISE 859'± AMSL 46'± 66 18" POPLAR 914'± AMSL 84'± 23 24" POPLAR 897'± AMSL 88'± 68 15" LOCUST 886'± AMSL 52'± 25 10" LOCUST 877'± AMSL 67'± 70 24" POPLAR 950'± AMSL 113'± 2$ 15" POPLAR 899'± AMSL fry'± 72 30" POPLAR 964'± AMSL 127'± 30 6" POPLAR 844'± AMSL 32'± 80 32" POPLAR 940'± AMSL 99'± 32 8" LOCUST 844'± AMSL 43'± 82 15" POPLAR 901'± AMSL 67'± 34 8" LOCUST 846'± AMSL 45'± 84 34" POPLAR 940'± AMSL 97'± 36 30" POPLAR 877'± AMSL 76'± 86 30" POPLAR 916'± AMSL 76'± 38 4" OAK 885'± AMSL 66'± 88 22" POPLAR 912'± AMSL 66'1 40 8" OAK (DEAD 850'± AMSL 30'± 90 20" POPLAR 907'± AMSL 83'± 42 18" POPLAR 912'± AMSL 88'± 92 8" POPLAR 874'± AMSL 51'± 44 12" POPLAR 889'± AMSL 69'± 94 15" POPLAR 881'± AMSL 56'± 46 12" POPLAR 885'± AMSL 64'± 96 15" POPLAR 891'± AMSL 64'± 48 20" OAK (DEAD 856'± AMSL 35'± 98 8" PARADISE 863'± AMSL 27'± 50 18" POPLAR 901'± AMSL 84'± 100 12" LOCH) 872'± AMSL 68'± EXISTING NTELOS 91 '+ W000 POLE NOTE: UNDERLINED TREE HEIGHTS HAVE BEEN CONFIRMED BY A THIRD PARTY TOWER CLIMB BASE ELEV. = 816' AMSL ,� TOP ELEV. = 907'f AMSL /I jl j I PiSE 1 —STY FRAME \ DWELLING I I I I I \ I \ I\ LEASE NOTES 1. EXISTING VERIZON WIRELESS 20' ACCESS /UTILITY EASEMENT 2. EXISTING VERIZON WIRELESS 20' X 20' LAND SPACE ` 3. NEW VERIZON WIRELESS 17' X 20' LAND SPACE EXPANSION ` \ 4. NEW VERIZON WIRELESS 37' X 20' TOTAL LAND SPACE NOTES 1. TREE INVENTORY PREPARED BY CAUSEWAY CONSULTANTS, P.C. IN MAY 2011. ® CONSTRUCTION NOTES 1. VERIZON WIRELESS MONOPOLE TOWER. SEE ELEVATION VIEW, SHEET C -3. GRAPHIC SCALE(S) FOR 24 X 36 PLOT — 1" — 10' 0 5' 10' 20' FOR 11 X17 PLOT— 1" = 20' rture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202.461.3260 FAX 202461 veriMn wireless 1831 RADY COURT RICHMOND, VA 23222 ,� r�l JUSTt�o - � D Lic. No. 42897 et 1 k�SIONAL SITE INFO.: CROSSROADS SITE GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 [DESIGN: CCY DRAWN: KAW TTV DATE: 03)02/11 1 SUBMITTALS 7M D6CP MON DATE 5Q E11EW SET 8/26/11 Q PUCATION SET 9/12/11 Q EASED PPPUCATION SET 10 /20/11 aQ EMBED APPLICATION SET 1/04/12 eQ NAL CONsTRUCTION DRAWINGS 2/28/12 RE SIZE PLW 7/11/12 REVISED sHEEIs C -4 ONO C -5 10/25/12 ^n /'� REVISED FINAL CONST DRAWS 12/06/12 SH&T NAME: TREE INVENTORY SHEET NO.: C-2 E TOP OF TOWER APPURTENANCES (LIGHTNING ROD) ELEVATION = [909.6'] AMSL (96.2'± A.G.L.) TOP OF NEW PANEL ANTENNAS 107.6'1 AMSL (94.2'± A.G.L.) ELEVATION VIEW NO SCALE )N WIRELESS LTE PANEL ANTENNAS ON CLUSTER MOUNT 103.6] AMSL (90.2'± A.G.L.) 0 RAD TING ANTENNAS (899. 15J AMSL (85.75' KA- 80063 -4CF PANEL ANTENNAS 97.15] AMSL (83.75'± A.G.L.) @ RAD 83' -9" WOOD POLE 'STING GRADE @ TOWE_IP - VATION - [813.4 +] AMSL NEW CLUSTEI EXISTING ANTENNAS (TYP OF 3) GENERAL NOTES ` 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN rchitecture & Engineerin CONJUNCTION WITH THE NEW TOWER. 1331 L STREET, NW 2. TOWER AND ALL OTHER ASSOCIATED EQUIPMENT TO BE PAINTED SUITE 600 SHERWIN WILLIAMS FLAT JAVA BROWN. wASFi1NGTON, DC 20005 202461.3260 FAX 202461.3266 3. ALL VERTICAL COAXIAL CABLES WILL BE STRAPPED FLUSH TO WNW.CLARKNEXSEN.COM THE WOOD POLE. 4. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1" IN DIAMETER 5. NO POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE veriZoon wireless THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE TO WHICH IT IS ATTACHED 1831 RADY COURT RICHMOND, VA 23222 6. ALL VERTICAL CABLES, WIRING, AND SIMILAR ATTACHMENTS ON THE OUTSIDE OF THE POLE SHALL BE PLACED TO FACE THE INTERIOR OF THE PROPERTY, AWAY FROM PUBLIC VIEWr L ANTENNA NOTES 1. CLUSTER MOUNT SYSTEM. �USM Y'" N C.] 9 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON Lie. No. 42897 AVAILABILITY AND SPECIFIC MANUFACTURER. rQ 3. PROPOSED ANTENNAS - ANTEL BXA- 70063/8CF DIMENSIONS - 94.6 °(H) X 11.2 °(W) X 4.5 °(D)y SIONAL SITE INFO.: CROSSROADS SITE NING ROD G E N E RATO R ADDITION LTE ANTENNAS OF 3) IN. THROUGH BOLT (TYP OF 4) WOOD POLE ENLARGED VIEW CLUSTER MOUNT C-3 NOT TO SCALE 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 DESIGN: DRAWN: TTV DATE: 03/02/11 1 SYKI DBMF ION DATE Z REVIEW SET 8/26/11 eQ PLICATION S. 9/12/11 REVISED APPLICATION SET 10/20/11 /9\ FlNAL CONSTRUCTION DRAWINGS 2/28/12 SITE PLAN 7/11/12 � SHEETS 0-4 AND C -5 10/25/1: A FlNAL ONO DRA'MNGS 12/06/1: SHEET NM R ELEVATION VIEW SHEET NO.: C -3 Y a N 0 0 a U / i M a i \�6 s. s� A TOC 814.78 -` A _ _ OPERATION OF OUTDOOR LIGHTING FOR THE - . - - FACILITY SHALL BE PERMITTED ONLY DURING TOC 817.00 TOC 817.00 � I -_ - -__, I MNNTENANCE PERIODS. - T.O.B. - - -- T- -- - - - --- C) _ `" uj ° o! • 10 SPARK RADIUS ` -- o �yi --------------- - - - - -- ------- - - - - -- . .. .. - - - -- - - - -- . .. . c _ _: - . _ - - 1. ........ .... -477 -�3- I T- 7 ?..' ..- -. -. .. . .... T.O.S. 13 - -- 10 I I l 5 EXISTING 85' -9 "�/- W00% POLE hip., A • I°f '` \\ 'G CENTURY LINK CABINET ON EXISTING FRAME CABINET 1 EX1S7/NG ELECTRICAL I -I 1/ \ HAND HOLE I - - -- 'IDIIE () - _ _ 0'- "'11NG GRA 1/EL A EXISTING 10' X 13' �_ - - -- coACRLTL -' _, F-- - - - - -J - - - -� _ -_ -- 1 I I I- j 1 2.6' II . 1 I E"I'T1Nfr48iz' -- - -1 �EX RADIO CABINET I I POWER SUPPLY 4 1% 1 L _ _ J CABINET EXISTING PPC I I WITH GENERATOR EXISTING PLUG �,\ I DOG HOUSE I e el I I l 5 EXISTING 85' -9 "�/- W00% POLE hip., A • I°f '` \\ 'G CENTURY LINK CABINET ON EXISTING FRAME CABINET 1 EX1S7/NG ELECTRICAL I -I 1/ \ HAND HOLE I - - -- 'IDIIE () - _ _ 0'- "'11NG GRA 1/EL SPRINT EXIS NG SP PETE 3 _ 1 I I EXISTING 91f WOOD POLE BASE ELEV. = 816' AMSL TOP ELEV. = 907'jt AMSL �011 EXISTING NTELOS CONC PAD AND EQUIPMENT EXISTING TELCO CABINET EXISTING METER H BEAM EXISTING CHEM ROD EXISTING IN TEST WELL COMMUNICATION STAND NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE rchitecture & Engineering RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR 1331 L STREET, NW PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF SUITE 600 CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, WASHINGTON, DC 20005 CALL "MISS UTILITY" AT 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING 202461.3260 FAX202461.3266 CONSTRUCTION. W W W.CwawaGEN.COM 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BY CONTRACTOR 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. veri n wireless 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 1831 RADY COURT RICHMOND, VA 23222 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND ESTABLISH A PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF �` TH 01" %�� CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL v` WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. O 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE JUSTIN Y. QQT N CONFIRMED BY THE CONTRACTOR. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, Lic. N0. 42897 STATE, AND FEDERAL CODES OR ORDINANCES. 8. ALL GROUND EQUIPMENT SHALL BE PAINTED SHERWIN WILLIAMS FLAT �� 4 ( #6090) JAVA BROWN. �� 9. CONTRACTOR IS RESPONSIBLE FOR ADDING X500.00 OF FUEL BEFORE IONA I, TURNING SITE OVER FOR EMERGENCY STAND BY. 10. CONTRACTOR SHALL COORDINATE DEMOLITION OF EQUIPMENT WITH SITE INFO.: OPERATIONS AND CONSTRUCTION MANAGER. CROSSROADS ® CONSTRUCTION NOTES SITE GENERATOR 1. EXTEND CONCRETE PAD 2.5' X 10'. MATCH EXISTING ADDITION 2. 38.5 LF. OF NEW RETAINING WALL (NEW 6" X 6" LUMBER RETATAINING WALL, STEP 1.5" PER COURSE) 3. LTE EZBFo 4. LTE ENODE B ON DOUBLE STACK FLOORSTAND 3456 MONOCAN TRAIL ROAD 5. ICE BRIDGE NORTH GARDEN, VA 6. NEW UTLITY FRAMES 22959 7. NEW 80KW GENERATOR ON 6' X 12' CONCRETE PAD DESIGN; CCY DRAWN; KAW 8. FUTURE UBS 1900 MHZ CABINET REVIEW: SPP 9. FUTURE UBS 850 MHZ CABINET TTV DATE; 03/02/11 COMM. NO. 3036.FF.G 10. NEW 6" X 6" LUMBER FOR RUNOFF DIVERSION SUBMITTALS 11. NEW LPG TANK Sttm. DESCPwnoN DATE 5Q REVIEW SET 8/26/11 12. NEW WOOD FENCE s PUC"ON SET 9/12/11 REVISED APPLICATION SET 10/20/11 13. NEW CONCRETE V -DITCH a REVISED APPUCATION SET 1/04/12 14. 1/2" STAINLESS STEEL CONDUIT. COORDINATE FINAL CONNECTION WITH 0 FINAL CONSTRUCTION DRAWINGS 2/28/12 VERIZON WIRELESS. sm mm 7/11/12 A em SIQlS C -4 AND C -5 10/25/12 < DEMOLITION NOTES RTC PNA ° °N5T URAWIN °s 12/06/12 SHEET NAME: 1. REMOVE EXISTING 200 AMP SERVICE, PPC, AND TELCO CABINETS. a# LEASE NOTES 1. EXISTING VERIZON WIRELESS 20' ACCESS /UTILITY EASEMENT ENLARGED SITE 2. EXISTING VERIZON WIRELESS 20' X 20' LAND SPACE PLAN 3. NEW VERIZON WIRELESS 17' X 20' LAND SPACE EXPANSION 4. NEW VERIZON WIRELESS 37' X 20' TOTAL LAND SPACE GRAPHIC SCALE(S) SHEET NO.: FOR 24" X 36" PLOT - 1" = 2' 0 1' 2' 4' FOR 11" X 17" PLOT - 1" = 4' C-4 () - _ _ SPRINT EXIS NG SP PETE EDGE OF _ ` EXISTING GRA 1/EL NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE rchitecture & Engineering RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR 1331 L STREET, NW PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF SUITE 600 CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, WASHINGTON, DC 20005 CALL "MISS UTILITY" AT 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING 202461.3260 FAX202461.3266 CONSTRUCTION. W W W.CwawaGEN.COM 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BY CONTRACTOR 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. veri n wireless 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 1831 RADY COURT RICHMOND, VA 23222 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO SEED AND ESTABLISH A PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF �` TH 01" %�� CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL v` WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. O 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE JUSTIN Y. QQT N CONFIRMED BY THE CONTRACTOR. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, Lic. N0. 42897 STATE, AND FEDERAL CODES OR ORDINANCES. 8. ALL GROUND EQUIPMENT SHALL BE PAINTED SHERWIN WILLIAMS FLAT �� 4 ( #6090) JAVA BROWN. �� 9. CONTRACTOR IS RESPONSIBLE FOR ADDING X500.00 OF FUEL BEFORE IONA I, TURNING SITE OVER FOR EMERGENCY STAND BY. 10. CONTRACTOR SHALL COORDINATE DEMOLITION OF EQUIPMENT WITH SITE INFO.: OPERATIONS AND CONSTRUCTION MANAGER. CROSSROADS ® CONSTRUCTION NOTES SITE GENERATOR 1. EXTEND CONCRETE PAD 2.5' X 10'. MATCH EXISTING ADDITION 2. 38.5 LF. OF NEW RETAINING WALL (NEW 6" X 6" LUMBER RETATAINING WALL, STEP 1.5" PER COURSE) 3. LTE EZBFo 4. LTE ENODE B ON DOUBLE STACK FLOORSTAND 3456 MONOCAN TRAIL ROAD 5. ICE BRIDGE NORTH GARDEN, VA 6. NEW UTLITY FRAMES 22959 7. NEW 80KW GENERATOR ON 6' X 12' CONCRETE PAD DESIGN; CCY DRAWN; KAW 8. FUTURE UBS 1900 MHZ CABINET REVIEW: SPP 9. FUTURE UBS 850 MHZ CABINET TTV DATE; 03/02/11 COMM. NO. 3036.FF.G 10. NEW 6" X 6" LUMBER FOR RUNOFF DIVERSION SUBMITTALS 11. NEW LPG TANK Sttm. DESCPwnoN DATE 5Q REVIEW SET 8/26/11 12. NEW WOOD FENCE s PUC"ON SET 9/12/11 REVISED APPLICATION SET 10/20/11 13. NEW CONCRETE V -DITCH a REVISED APPUCATION SET 1/04/12 14. 1/2" STAINLESS STEEL CONDUIT. COORDINATE FINAL CONNECTION WITH 0 FINAL CONSTRUCTION DRAWINGS 2/28/12 VERIZON WIRELESS. sm mm 7/11/12 A em SIQlS C -4 AND C -5 10/25/12 < DEMOLITION NOTES RTC PNA ° °N5T URAWIN °s 12/06/12 SHEET NAME: 1. REMOVE EXISTING 200 AMP SERVICE, PPC, AND TELCO CABINETS. a# LEASE NOTES 1. EXISTING VERIZON WIRELESS 20' ACCESS /UTILITY EASEMENT ENLARGED SITE 2. EXISTING VERIZON WIRELESS 20' X 20' LAND SPACE PLAN 3. NEW VERIZON WIRELESS 17' X 20' LAND SPACE EXPANSION 4. NEW VERIZON WIRELESS 37' X 20' TOTAL LAND SPACE GRAPHIC SCALE(S) SHEET NO.: FOR 24" X 36" PLOT - 1" = 2' 0 1' 2' 4' FOR 11" X 17" PLOT - 1" = 4' C-4 E LPG TANK PAD DETAIL NO SCALE 812 A 6" X 20" STUB UP AREA MIN 3000 PSI CONCRETE - - -- - - - - -- ^ �7 I L-------------------- 12' -0" i I N NOTE: 112" DIA THRU BOLTS CONTRACTOR TO COORDINATE CONDUIT STUB -UPS THROUGH THE STUB UP AREA TO ENSURE NO REINFORCING REBARS ARE CUT. 4' -0" CONCRETE TO BE POURED AROUND THE CONDUITS, AFTER CONDUIT STUB -UPS ARE INSTALLED WITHIN THE STUB UP AREA, GENERATOR PAD DETAIL GALV. STEEL -� PIPE CAP NO SCALE I a I 3 E m a Y SECTION A -A HORIZ: 1" = 3' VERT: 1 "= 2' 3 1/2" O.D POST (TYP) P1000 STEEL UNISTRUT, 4' -0" LONG (TYP) 3 4 SCH 40 PIPE (GALV) 10' -0" LONG (TYP) FINISH GRADE Q, J 91I. CONCRETE FOUNDATION 0 3' 6' 12' 1 " =3' 0 2' 4' 8' 1 " =2' mommilmi 12" 12" CONCRETE PAVED DITCH NO SCALE Architecture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202461.3266 W AVCLARKNEXSEN.COM veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 DF /"JUSTIN Y. OOY N C.] 9 Lie, No. 42897 k's's-010NAL t6>�4 SITE INPO.: CROSSROADS SITE GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 DESIGN: MY DRAWN: KAW REVIEW: SPP TTV DATE: 03/02/11 SYKI DE&OiIPT10N ELATE Q5 REVIEW SET 8/26/11 eQ PPLICATION SET 0 2'-0" #5 AT 18" O.C. WITH 3" 10/20/11 Q REVISED APPLICATION SET CLEAR COVER AT PAD EDGES Q 6 "- W2.9xW2.9 2/28/12 1/2" CONTINUOUS MM WE PLAN x6 WELDED WIRE FABRIC N v CHAMFER //\/ 3 n. CONST DR m. N0.57 COARSE AGGREGATE x x x� —xx III N0.57 COARSE AGGREGATE w `� 6" MINIMUM COMPACTED SUBGRADE ° 1' -0" 0 � 8° � w TYP SECTION A -A (1) #4 CONT 5' UTILITY SERVICE STAND NO SCALE NO SCALE SECTION A -A HORIZ: 1" = 3' VERT: 1 "= 2' 3 1/2" O.D POST (TYP) P1000 STEEL UNISTRUT, 4' -0" LONG (TYP) 3 4 SCH 40 PIPE (GALV) 10' -0" LONG (TYP) FINISH GRADE Q, J 91I. CONCRETE FOUNDATION 0 3' 6' 12' 1 " =3' 0 2' 4' 8' 1 " =2' mommilmi 12" 12" CONCRETE PAVED DITCH NO SCALE Architecture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202461.3266 W AVCLARKNEXSEN.COM veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 DF /"JUSTIN Y. OOY N C.] 9 Lie, No. 42897 k's's-010NAL t6>�4 SITE INPO.: CROSSROADS SITE GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 DESIGN: MY DRAWN: KAW REVIEW: SPP TTV DATE: 03/02/11 SYKI DE&OiIPT10N ELATE Q5 REVIEW SET 8/26/11 eQ PPLICATION SET 9/12/11 Q REVISED APPLICATION SET 10/20/11 Q REVISED APPLICATION SET 1/04/12 Q FlNAL CONSTRUCTION DRAWINGS 2/28/12 A MM WE PLAN 7/11/12 Q 1EASED SHEETS 0-4 AND '-' 10/25/12 n. CONST DR m. 12/06/12 &HEFT NAME DETAILS SHEET NO.: C -5 E �# CONSTRUCTION NOTES 1. CORNER, END OR PULL POST 4" X 4" TREATED LUMBER SPACING FOR LINE POSTS IS 8' -0" � TO � MAX 2. TOP RAIL & BRACE RAIL: 2" X 4" TREATED LUMBER 3. 1" (NOMINAL) X 6" -8' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. #1 TREATED ACCEPTABLE 4. 1 1/2" MAXIMUM CLEARANCE FROM GRADE 5. 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK 6. 4" COMPACT 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK m v 0 3 U 0 / 0 6' -0" 7. FINISH GRADE SHALL BE UNIFORM AND LEVEL 8. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE 9. GEOTEXTILE FABRIC 10. GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME 11. POST: CONCRETE FOUNDATION (2000 PSI) VARIES - SEE PLAN 8' -0" TYP COMPOUND FENCE DETAIL —I (TYP) I- GENERAL NOTES 1. INSTALL FENCING PER ASTM F -567 2. INSTALL SWING GATES PER ASTM F- 900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 4. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). EXTERIOR N D FACILITY SIDE u a NO SCALE NOTE: GENERATOR AND LPG TANK SHALL BE J� PAINTED SHERWIN WILLIAMS JAVA BROWN / EXHAUST NEW GENERATOR ON .�T 6' X 12' CONCRETE PAD 4_4 "t A.G� A.G.L. _ 6' -_6 "T A.G.L. � _6' =0=A.G L — — 6' 0" A.G.L. NEW WOOD FENCE � NEW LPG TANK NEW WOOD FENCE SECTION'A' - LPG TANK ELEVATION VIEW 1FOR 24" X 36" PLOT - 1" = 2' 0 1' 2' 4' FOR11*X 17" PLOT- 1" = 4' 0'-0" A.G L 0 SECTION F - GENERATOR ELEVATION VIEW FOR 24" X 36" PLOT - 1" = 2' 0 1' 2' 4' FOR 11" X 17" PLOT - 1" = 4' 0' 0" A.G.L. rture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202.461.3260 FAX 202461 veriZen wireless 1831 RADY COURT RICHMOND, VA 23222 COD JUSTIN Y. 0� ON Lic. No. 42897 klsS,ONAL STEINFO,; CROSSROADS SITE GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 DESIGN; DRAWN: TTV DATE: 03102/11 1 SYK oacwvnoN DATE 0 E11EW SET 8/26/11 0 PUCATION sEr 9/12/11 0 Rum PPPuCAnON sEr 10 /2o /11 aQ Emsm APPuCATION sEr 1/04/12 Q CONSTRUCTION DRAWINGS 2/28/12 ® LffE SIZE PI PN 7/11/12 Q SHEM C -4 MO C -5 10/25/12 A RNAL CONSr DRAWS 12/06/12 SHIT NM1E DETAILS SHEET NO.: C -6 .. .... .. ff ................ ............................... ... f .......... ................ ..�............ .... \�.:. _ j ..:.:.:.:.1 . . . . ................ LTE RADIO & BB CABINET - FIN(F) L: - - - - - EDGE OF EXISTING GRAVEL -------- -P - -�- - - =T - - - n EXISTING LIGHT EXISTING 10' X 13' LTE BBU I I- - - - - -- I I 1 r ` 17 I I 18 I I I I I I I �XI SVING 4812 EXISTING LB I2 -- �DWLY SUPPLY -- _ RADIO CABINET i I CABINET L- -J E EXISTING DOG HOUSE 85' -9 "l WOOD POLE I.. Ili - J r. I.I.. EXISTING ICE BRIDGE 16 EXISTING I iT T111 GO /j CABINET z I' i � -- EXISTING ELECTRICAL HAND HOLE I__ - -- MLTER i \\ I _P -- I� EXISTING PPC WITH GENERA I R PLUG EXISTING EL CTRICAL EQUIPMENT 0 BE DEMOLISHED - EXISTING TELCO CABINET H BEAM H BEAM - EXISTING CHEM ROD IN TEST WELL EXISTING CENTURY LINK ` EDGE OF FIBER CABINET ON EXISTING GRAVEL UTILITY FRAME ABBREVIATIONS A AMPERE ATS AUTOMATIC TRANSFER SWITCH C CONDUIT CB CIRCUIT BREAKER ENCL ENCLOSED EX EXISTING G GROUND KWH KILO WATT HOUR JB JUNCTION BOX 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 UPS UNINTERRUPTABLE POWER SUPPLY JON UNLESS OTHERWISE NOTED W WIRE GENERAL ELECTRICAL NOTES 1. ALL EMPTY CONDUIT SHALL HAVE PULL STRING INSTALLED AND SHALL BE CLEANED OF ALL DEBRIS AND CAPPED (WEATHER TIGHT) AT BOTH ENDS. 2. 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. 3. 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. 4. ALL PERSONNEL WORKING ON THE TOWER MUST COMPLY WITH VERIZON WIRELESS RF EMISSIONS GUIDELINE POLICY. 5. CONTRACTOR SHALL VERIFY THE EXISTING FIELD CONDITIONS. 6. APPROXIMATE CONDUIT RUNS ARE SHOWN, CONTRACTOR SHALL CHANGE THE CONDUIT ROUTE TO MEET REQUIREMENTS. 7. ALL CONDUITS UNDER DRIVEWAYS AND PARKING AREAS SHALL BE SLEEVED IN 4" RGS CONDUIT. 8. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE. ALL CONDUCTORS ARE COPPER THHN/THWN -2, LION. 9. PROVIDE LIQUID -TIGHT CONDUIT SEAL WITH INSULATED BUSHINGS FOR EXTERIOR CONDUIT TERMINATIONS. 0. EQUIPMENT IS CONSIDERED NEW UNLESS OTHERWISE NOTED. 11. COORDINATE DECOMMISSIONING OF EXISTING SERVICES WITH NEW INSTALLATION. 12. INSTALL BELOW GRADE CONDUIT MIN 30" BELOW FINISHED GRADE. 13. INSTALL ABOVE SLAB OR ABOVE FINISHED GRADE CONDUITS WITH CHANNEL UNI -STRUT SYSTEM. 14. COORDINATE SECONDARY AVAILABLE FAULT WITH LOCAL UTILITY. PROVIDE DOWNSTREAM EQUIPMENT WITH AVAILABLE INTERRUPTING CAPACITY GREATER THAN AVAILABLE FAULT AT SERVICE ENTRANCE. 15. PAINT ALL EQUIPMENT SHERWIN WILLIAMS FLAT ( #6090) JAVA BROWN. 16. PROVIDE $500.00 OF FUEL FOR DIESEL GENERATOR PRIOR TO TURNING SITE OVER FOR EMERGENCY STANDBY. 17. COORDINATE CONSTRUCTION PHASING AND EQUIPMENT DECOMMISSIONING WITH VERIZON AND CONSTRUCTION MANGER PROGRAM REQUIREMENTS PRIOR TO THE COMMENCEMENT OF WORK. 18. DECOMMISSION EXISTING SERVICE EQUIPMENT AND DEMOLISH ASSOCIATED EXISTING SERVICE FEEDERS PRIOR TO THE CONNECTION OF NEW SERVICE EQUIPMENT AND FEEDERS. 19. COORDINATE SHORT CIRCUIT AVAILABLE FAULT WITH LOCAL UTILITY. PROVIDE EQUIPMENT AND EQUIPMENT COMPONENTS WITH AIC RATING GREATER THAN THE AVAILABLE FAULT OR AS RECOMMENDED BY EQUIPMENT MANUFACTURER. PROPOSED EQUIPMENT O GROUND ROD - 3/4" X 10' W /CADWELD EXOTHERMIC WELD GROUND CONNECTION O INSPECTION PORT ■ CADWELD EXOTHERMIC WELD CONNECTION - - #2 BARE TINNED COPPER WIRE -P- POWER WIRING =P= MULTIPLE POWER WIRES -T- TELCO WIRING -F- FIBER WIRING FM UTILITY KWH METER 4 DISCONNECT 0 NOTE REFERENCE NUMBER © GENERATOR EO EQUIPMENT CONNECTION x( EQUIPMENT LIGHT ELECTRICAL SITE PLAN NOTES 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. (2) 3 #250 Kcmil, 1 #2 GND IN 3" PVC (SCH 40). RUN MIN 30" BELOW FINISHED GRADE. 3. (2) 2 #10 AND 1 #10 GND IN 1" PVC CONDUIT FROM PNL A TO GENERATOR FOR CHARGER AND JACKET HEATER. RUN MIN 30" BELOW FINISHED GRADE. 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. 6. CONDUIT FROM POWER PANEL TO CENTURY LINK DISCONNECT CABINET. 7. SPARE CONDUIT FROM POWER PANEL TO PULLBOX FOR FUTURE UBS 850 MHZ CABINET. S. SPARE CONDUIT FROM POWER PANEL TO PULLBOX FOR FUTURE UBS 1900 MHZ CABINET. 9. CONDUIT FROM POWER PANEL TO LTE ENODE B. 10. PROVIDE NEW AUTO -OFF TIMER SWITCH TO CONTROL EXISTING LIGHT. MOUNT SWITCH ON EQUIPMENT LIGHT POLE 48" ABOVE FINISHED GRADE OR SLAB. INSTALL SWITCH IN WEATHERPROOF ENCLOSURE. PROVIDE TORK SS20F SERIES SWITCH. 11. PNL A 12. AUTOMATIC TRANSFER SWITCH (ATS) 13. MAIN DISC 14. UTILITY METER PROVIDED BY DOMINION VA POWER, INSTALLED BY CONTRACTOR. 15. CONDUIT FROM PNL A TO EXISTING 4812 MHZ POWER CABINET. 16. PULLBOX, SIZE PER NEC 314.28 17. FUTURE UBS 1900 MHZ CABINET 1B. FUTURE UBS 850 MHZ CABINET GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 2' 0 1' 2' 4' FOR 11" X 17" PLOT - 1" = 4' rture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202.461.3260 FAX 202461 veriMn wireless 1831 RADY COURT RICHMOND, VA 23222 VO;�tiALTII 6 � F G :J HAROLD L. BELYEU, JR, Lic. No. 49637 �sSIONAL E�G� SrM INFO.: CROSSROADS SITE GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 DESIGN; CCY DRAWN: KAW SEW: SPP TTV DATE: 03)02/11 COMM. NO. 3036.FF.G SUBMITTALS SYK DESMPIlON DATE Q5 E11EW SET 8/26/11 Q PUC'ATION SET 9/12/11 Q EASED PPPUCATION SET 10/20/11 aQ EMBED APPLICATION SET 1/04/12 Qe NAL CONsmuc-nON DRAWINGS 2/28/12 RE SIZE PLW 7/11/12 Q SNEEIS C-4 AND C -5 10/25/12 AkWM RWL CONST DPAWNCS 12/06/12 SHET NM1E ELECTRICAL SITE PLAN SHEET NO.: E -1 3 E a 0 0 3 i 0 0 FUTU 8 OR MHZ S F1900EMHZS CABINET CABINET Z TO CENTURY LINK LOAD CENTER RF 2 #4,1 #10GND, 1 -1/4 "C EZBFo 3 #500kcmil, 1 #30ND, 3"C 3 #500kcmil, 1 #3GND, 3 "C GEN POWER CONNECTION PNL A GEN JACKET HEATER AND :SP D BATTERY CHARGER UTILITY EQUIP CONNECTIONS METER CENTURY LIE ENODE B PANEL DESCRIPTION III AMP BUS III AMP M16 IIIIIII.LTS 11H 11 SH MIN 11 <AIC SURFA�E A.UNTED SE RATED BRANCH CIRCUIT PNL A MAIN SEE RISER FEED -THRU LUGS MANUF: SQUARE D NQOB SERIES EXISTING 4812 LINK DISC CENTURY BB ATS AUTOMATIC TRANSFER SWITCH (ATS): 240/12OV, 400A, NEMA SEE RISER ATS DISC O PROGRAMMABLE ENGINE EXERCISER, AND STRIP HEATER W/ POWER CABINET LINK CABINET 0 40OA /2P, 400A FUSE, 3W, NEMA 3R SERVICE ENTRANCE SEE RISER FUSED DISCONNECT. LTE ENODE B 240Vac INPUT, 50A /2P BBU PROVIDED BY OTHERS. 2 #6,1 #8GND, 2 "C GEE TOR PROVIDE FINAL CONNECTIONS PER MANUFACTURER AND ITOITOIT 4 ® ®�® BB /RF CABINETS LTE EQUIPMENT INSTALLED AND PROVIDED BY OTHERS. E 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 MEE E GENERATOR 80 kW, 120/24OV, 3W, 1- PHASE, GENERATOR PROVIDED BY SEE RISER VERIZON WIRELESS. COORDINATE FINAL ELECTRICAL I CONNECTIONS WITH VERIZON WIRELESS PRIOR TO INSTALLATION. E E FINISHED ® 0 OR SLAB PULL I I J I I I 1.5 "C W/ PULLSTRINGS 1 1 1 1 1 1 I I I I I BOXY I -____ J I T - - - -- I AND FLEX CONNECTIONS I AT BOTH ENDS 1 1 1 1 1 1 I I 1 1 1 1 1 1 I I I I I �d I I I L------------------------- JIIIII II I CONDUIT FOR GEN ALARMS, I I I I I L--------------------------------------------- I I I -- -JIII� _ _- ---- - - - - -- 1 L_ -- SEE E -1 PLAN - _____- J � NOTE 4 _____II -------- - - - - -J LL— ---------------- - - - - -- ______ ___JI ------------------------------ - - - - -_ (2) SPARE 2" PVC CONDUITS FROM PNL A TO 02 #1/0,1 #6GND,2 "C - -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 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. J. MOUNT EQUIPMENT TO H- FRAME. SEE SHEETS E -1 AND C -5. 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. POWER RISER EQUIPMENT SCHEDULE PANEL DESCRIPTION III AMP BUS III AMP M16 IIIIIII.LTS 11H 11 SH MIN 11 <AIC SURFA�E A.UNTED SE RATED 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. LTE ENODE B 240Vac INPUT, 50A /2P BBU PROVIDED BY OTHERS. 2 #6,1 #8GND, 2 "C IT® PROVIDE FINAL CONNECTIONS PER MANUFACTURER AND ITOITOIT ® ®�® 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 MEE 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. I PROVIDE WITH FEED-THRU LUGS SEE PLANS FOR WIRE AND =NDUIT SIZE 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. J. MOUNT EQUIPMENT TO H- FRAME. SEE SHEETS E -1 AND C -5. 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. 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. LTE ENODE B 240Vac INPUT, 50A /2P BBU PROVIDED BY OTHERS. 2 #6,1 #8GND, 2 "C 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 1220V, 30A FIBER CABINET. PROVIDE FINAL CONNECTIONS PER 3 #10,1 #10 GND, 3/4 "C CABINET MANUFACTURER'S ELECTRICAL CONNECTION REQUIREMENTS. CENTURY LINK 130A/2P, NEMA 3R, DISCONNECT. DISCONNECT MOUNTED ON I3 #10,1 #10 GND, 1 "C DISC H -FRAME BEHIND CENTURY LINK CABINET -tune & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2( 202.461.3260 FAX 202461 veriZen wireless 1831 RADY COURT RICHMOND, VA 23222 I /O;�tiALTH O � pG :J HAROLD L. BELYEU, JR, Lic. No. 49637 o �sSIOMAL E�G� STTE INFO,: CROSSROADS SITE GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 DESIGN: CCY DRAWN: KAW SEW: SPP TTV DATE: 03)02/11 COMM. NO. 3036.FF.G SUBMITTALS S K oacwPnma DATE Q5 E11EW SET 8/26/11 Qe PUCATION SET 9/12/11 Q Rum APPUCAn0N sEr 10/20/11 aQ EmsED APPUCAn0N SET 1/04/12 Q NAL CONSTRUCnON DRAWINGS 2/28/12 AFMITE SITE PLAN 7/11/12 Q SHEETS C -4 MD C -5 10/25/12 FlWL CONST DRAW CS 12/06/12 SHAT WHI ELECTRICAL DETAILS SH&TNO.: E -2 . . . SEE INSPECTION PORT ..................... ..... ...... .....................f .� ............ . -..... 2 .................. ....... .................I�........ .....i..................... ............... L LTE 3 BB E a E, SEE GROUND ROD DETAIL THIS SHEET uf a w i 0 m 0 � 7..1. (TYP) 4 y .......... LTE BBU I I- - - - - -- I I 1 I- - - - - -- I I I I I I I I I I I I L - - -- - -- r L - - - - -- L — — J MEOW I I 1 ` \ ♦ / / 6� y� T / F I ,.I I. II �. (NR) F7 D METER �E] H BEAM 7 (TYP) - - - GRADE z 0 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 T /FINISHED GRADE 6" PVC PLUG 6" PVC COUPLING (THRD) #2 AWG TINNED BARE COPPER WIRE TESTING LOOP, CADWELD TO GROUND RING Z NOTCH SIDES OF 6" PVC SCHED 40 PIPE TO ALLOW EXIT/ ENTRANCE OF GROUND RING GROUND RING TRENCH BOTTOM 3/4" X 10' GROUND ROD INSPECTION PORT DETAIL NOT TO SCALE 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. CENTURY LINK FIBER CABINET H. NEW EQUIPMENT -LTE BE CABINET -LTE RF CABINET -LTE DOUBLE STACK STEEL FRAME -LTE BATTERY BACKUP CABINET -LTE BATTERY BACKUP STEEL FRAME -LTE COAX GROUND BAR -ICE BRIDGE POST (EACH NEW & EACH EXISTING WITHOUT GROUND - LPG TANK LEAD) 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. 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 NEW EGR. 5. GROUND LEAD INSPECTION PORT TO NEW ELECTRICAL SERVICE. 6. CONNECT NEW GROUND RING WITH PARALLEL TYPE EXOTHERMIC WELD TO EXISTING GROUND RING. 7. EQUIPMENT FRAME GROUND. 8. TIN COATED GROUND BAR FASTENED WITH THEFT PROOF STAINLESS STEEL HARDWARE. GRAPHIC SCALE(S) FOR 24 X 36 PLOT - 1" - 2' 0 1' 2' 4' FOR 11 X17 PLOT- 1" = 4' rture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202.461.3260 FAX 202461 veriMn wireless 1831 RADY COURT RICHMOND, VA 23222 VO;�tiALTII 6 � F G :J HAROLD L. BELYEU, JR, Lic. No. 49637 �sSIONAL E�G� SITE INFO.: CROSSROADS SITE GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 DESIGN; CCY DRAWN: KAW SEW: SPP TTV DATE: 03)02/11 COMM. NO. 3036.FF.G SUBMITTALS SYK DESMPIlON DATE Q5 E11EW SET 8/26/11 Q PLICATION SET 9/12/11 Q EASED APPLICATION SET 10 /20/11 aQ EMBED APPLICATION SET 1/04/12 Qe NAL CONSTRUCTION DRAWINGS 2/28/12 ITE SITE PLW 7/11/12 AkwsmSHEM C -4 AND C -5 10/25/12 RN CoNST Dm N6S 12/06/12 SHET NAME, GROUNDING PLAN SHEET NO.: E -3 .... . ................... ......\ ..... /....... ....... - — — — — — — — -__ - -� -- II-r I I I LTE 3 BB E a E, SEE GROUND ROD DETAIL THIS SHEET uf a w i 0 m 0 � 7..1. (TYP) 4 y .......... LTE BBU I I- - - - - -- I I 1 I- - - - - -- I I I I I I I I I I I I L - - -- - -- r L - - - - -- L — — J MEOW I I 1 ` \ ♦ / / 6� y� T / F I ,.I I. II �. (NR) F7 D METER �E] H BEAM 7 (TYP) - - - GRADE z 0 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 T /FINISHED GRADE 6" PVC PLUG 6" PVC COUPLING (THRD) #2 AWG TINNED BARE COPPER WIRE TESTING LOOP, CADWELD TO GROUND RING Z NOTCH SIDES OF 6" PVC SCHED 40 PIPE TO ALLOW EXIT/ ENTRANCE OF GROUND RING GROUND RING TRENCH BOTTOM 3/4" X 10' GROUND ROD INSPECTION PORT DETAIL NOT TO SCALE 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. CENTURY LINK FIBER CABINET H. NEW EQUIPMENT -LTE BE CABINET -LTE RF CABINET -LTE DOUBLE STACK STEEL FRAME -LTE BATTERY BACKUP CABINET -LTE BATTERY BACKUP STEEL FRAME -LTE COAX GROUND BAR -ICE BRIDGE POST (EACH NEW & EACH EXISTING WITHOUT GROUND - LPG TANK LEAD) 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. 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 NEW EGR. 5. GROUND LEAD INSPECTION PORT TO NEW ELECTRICAL SERVICE. 6. CONNECT NEW GROUND RING WITH PARALLEL TYPE EXOTHERMIC WELD TO EXISTING GROUND RING. 7. EQUIPMENT FRAME GROUND. 8. TIN COATED GROUND BAR FASTENED WITH THEFT PROOF STAINLESS STEEL HARDWARE. GRAPHIC SCALE(S) FOR 24 X 36 PLOT - 1" - 2' 0 1' 2' 4' FOR 11 X17 PLOT- 1" = 4' rture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202.461.3260 FAX 202461 veriMn wireless 1831 RADY COURT RICHMOND, VA 23222 VO;�tiALTII 6 � F G :J HAROLD L. BELYEU, JR, Lic. No. 49637 �sSIONAL E�G� SITE INFO.: CROSSROADS SITE GENERATOR ADDITION 3456 MONOCAN TRAIL ROAD NORTH GARDEN, VA 22959 DESIGN; CCY DRAWN: KAW SEW: SPP TTV DATE: 03)02/11 COMM. NO. 3036.FF.G SUBMITTALS SYK DESMPIlON DATE Q5 E11EW SET 8/26/11 Q PLICATION SET 9/12/11 Q EASED APPLICATION SET 10 /20/11 aQ EMBED APPLICATION SET 1/04/12 Qe NAL CONSTRUCTION DRAWINGS 2/28/12 ITE SITE PLW 7/11/12 AkwsmSHEM C -4 AND C -5 10/25/12 RN CoNST Dm N6S 12/06/12 SHET NAME, GROUNDING PLAN SHEET NO.: E -3