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HomeMy WebLinkAboutSP201100029 Legacy Document 2012-03-23 (2)E 8 N i i U i a a 0 CTIONS T FROM RICHMOND: HEAD WEST ON 1 -64. AT EXIT 190, TAKE RAMP LEFT FOR 1 -95 S TOWARD PETERSBURG. AT EXIT 79, TAKE RAMP RIGHT 1 -64 W TOWARD POWHITE PARKWAY /CHARLOTTESVILLE. CONTINUE FOR 57.2 MI. AT EXIT 129, TAKE RAMP TOWARD KESWICK /BOYD TAVERN. TURN LEFT ONTO BLACK CAT ROAD. TURN RIGHT ONTO US- 250 /RICHMOND RD. CONTINUE FOR 0.4 MI. SITE IS LOCATED ON THE RIGHT VIA GRAVEL ACCESS ROAD. SITE IS APPROXIMATELY 1 MI DOWN ACCESS ROAD. Kstwidc der 250 \ \;� F PROJECT 250 SITE �Rv V'� ¢° MecUunk Acres Running �R Cee, �O'pa T� 250 Logan 's Run 5 ""Ono Rd 250 �� e- Boyd Tavc, �, y.� K, -3 Pine Run Keswick LOCALMAP SCALE: 1" = 2000' o e PROJECT SITE 0 R,� v °�o m sso �o All,�'a m try 'Qa ° 250 VICINITY MAP SCALE: 1 = 500' North 4� North KESWICK JOHNSON PROPERTY 4460 RICHMOND ROAD UTILITIES: POWER: DOMINION VIRGINIA POWER 1- 888 - 667 -3000 TELEPHONE: CENTURY LINK 1- 866 - 768 -1847 APPRn \ /AI KESWICK, VA EXISTING CO- LOCATION LTE (4G) UPGRADE 2 WORKING DAYS BEFORE YOU DIG TOLL L 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 NETtlORK OPS MANAGER: SIGNATURE PHONE NUMBER DATE REV. NO. DESCRIPTION BY DATE REV. NO. DESCRIPTION 5 FINAL CONSTRUCTION DRAWINGS REVISED FINAL CONSTRUCTION DRAWINGS / —' REVISED FINAL CONSTRUCTION DRAWINGS BY DATE SPP 10/27/11 SPP 2/03/12 SPP 2/15/12 ENLARGED SITE PLAN SPP 5/6/11 /��\ SITE PLAN SUBMITTAL SPP 5/27/11 \3 REVIEW SET SPP 9/09/11 A4 PRELIMINARY CONSTRUCTION DRAWING SPP 10/6/11 CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN 1331 L STREET NW, SUITE 600 WASHINGTON, DC 20005 PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461 -3287 FAX NUMBER: (202) 461 -3266 SURVEY: NONE SOIL ENGINEER: NONE ELECTRICAL ENGINEERING: CLARK NEXSEN 1111 E. MAIN STREET, SUITE 1905 RICHMOND, VA 23219 CONTACT: HAROLD BELYEU, PE TELEPHONE: (804) 644 -4690 FAX NUMBER: (804) 644 -4693 STRUCTURAL ENGINEERING: SCOTTSVILLE CLARK NEXSEN 6160 KEMPSVILLE CIR SUITE 200A NORFOLK, VA 23502 EXISTING CONTACT: GREGORY SHANE FOWLER, PE TELEPHONE: (757) 455 -5800 FAX NUMBER: (757) 455 -5638 PROJECT SUMMARY SITE INFORMATION: KESWICK PROPERTY OWNER: KAREN S. JOHNSON 4460 RICHMOND ROAD 4460 RICHMOND ROAD KESWICK, VA 22947 KESWICK, VA 22947 SCOTTSVILLE TOWER OWNER: 094000000041A1 CROWN COMMUNICATION INC EXISTING 4017 WASHINGTON ROAD SELF SUPPORT TOWER MCMURRAY, PA 15137 APPLICANT INFORMATION: EXISTING LEASE AREA VERIZON WIRELESS AREA OF LAND DISTURBANCE 1831 RADY COURT RICHMOND, VA 23222 ELECTRICAL SITE PLAN CONTACT: DAVID WADSWORTH TELEPHONE: (804) 514 -6567 FAX NUMBER: (804) 321 -0398 PROJECT DATA: Sheet Number ZONING RA JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT SCOTTSVILLE PARCEL ID# 094000000041A1 SITE TYPE EXISTING EXISTING TOWER TYPE SELF SUPPORT TOWER EXISTING TOWER HEIGHT 149' EXISTING LEASE AREA 450 SF AREA OF LAND DISTURBANCE 0 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 3036PP C -1 SITE PLAN C -2 ENLARGED SITE PLAN C -3 ELEVATION VIEW STRUCTURAL RNAL CONSTRUCTION DRA S -1 GENERATOR FOUNDATION PLAN ELECTRICAL E -1 ELECTRICAL SITE PLAN E -2 ELECTRICAL DETAILS E -3 GROUNDING PLAN SHEET TOTAL: 8 .-ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2( 202461.3260 FAX 202461 veri7on wireless 1831 RADY COURT RICHMOND, VA 23222 eI 'y H OF c STUART P, PATTERSON Lie. No. 41047 � 2 ~�S`®Zvw1 n � \� I ONAL ' �� P111411`. .�A KESWICK LTE (4G) UPGRADE 4460 RICHMOND ROAD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: CCC DRAWN: BJL SEW: SPP TTV DATE: 4/20/11 COMM. NO. 3036PP SUBMITTALS FINAL CONSTRUCTION DRAWINGS sym.1 DESavrm I DLATE Z.LISITE PLAN SUBMITTAL 5/27/11 A3 REVIEW SET 9/09/11 Qi PRELMI CONSIRLILTION DRAWW 10/06/11 s FINAL CONSTRUCTION DRAWINGS 10/27/11 Q REVM ITWL COWMCMN DRA 2/03/12 RNAL CONSTRUCTION DRA 2/15/12 S -M NAME COVER SHEET SHEET ND.: G -1 E 8 °e E N N NOTE: NO EXISTING TREES WITHIN TWO HUNDRED (200) FEET OF THE FACILITY SHALL BE REMOVED. CROWN BU 816361 ALL WORK IS TO BE LOCATED N WITHIN THE EXISTING COMPOUND AND THAT NONE OF THE EXISTING VEGETATION SURROUNDING THE \ COMPOUND IS TO BE DISTURBED. \ �ArERSrgre sq WESr \ \ lNrtp 64 FASr AS Tax Map #09400 -00 -00 -04200 75 NOW OR FORMERLY THOMAS WATSON JR CRITZER SEE ENLARGED SITE cs ZONED: RURAL AREAS PLAN, SHEET C -2 \ i LAND USE: RESIDENTIAL SINGLE FAMILY � — EXISTING \ EVERGREENS AROUND THE / \ � � \ COMPOUND / i i i o Tax Map #09400 -00 -00 03900 NOW OR FORMERL VIRGINIA OIL COMPANY INCOR ORATED C/0 \ Q \ FRAYSER WHITE, SOUTH C EEK INV. D.B. 3103 P. A Tax Map #09400- 00- 00 -041A1 ZONED: RURAL AREA /C -1 NOW OR FORMERLY LAND USE RESIDE IAL KAREN S. JOHNSON \ D.B. 3465 P. 050 ZONED: RURAL AREAS � LAND USE: RESIDENTIAL SINGLE FAMILY / \ Tax Map OWOOR0 04000 FORMERLY \ \ i THOMAS WATSON JR CRITZER i ZONED: RURAL AREAS \ LAND USE: RESIDENTIAL \/A Tax Map #09400- 00- 00 -029A2 \ NOW OR FORMERLY ROBERT H. OR KAREN A. RICHEY \ D.B. 2269 P. 015 ZONED: RURAL AREAS LAND USE: RESIDENTIAL SINGLE FAMILY Tax Map #09400- 00- 00 -021NO NOW OR FORMERLY OUTDOOR THEATER LAND PARTNERSHIP ZONED: RURAL AREAS LAND USE: RESIDENTIAL SINGLE FAMILY ABBREVIATIONS SURVEY NOTES n 0 AT 1. THIS SURVEY IS BEING SHOWN AS A REFERENCE ONLY. 0 DIAMETER OBJECTS, PROPERTY LINES OR EASEMENT LINES SHOWN ON W 777 # NUMBER THIS SURVEY HAVE NOT YET BEEN FIELD LOCATED OR 00 A/C AIR CONDITIONING VERIFIED. 005 ADA AMERICANS WITH DISABILITIES 202461.3260 FAX 2024613266 ACT WWW.CLARKNEXSEN.COM AFG ABOVE FINISHED GRADE AGL ABOVE GROUND LEVEL =_ ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BBU BATTERY BACKUP UNIT BUSINESS UNIT C, C/L C , CENTERLINE veri on wireless COMM COMMISSION CONC CONCRETE 1831 RADY COURT DIA DIAMETER RICHMOND, VA 23222 D.B. DEED BOOK DWG(S) DRAWINGS ELEV ELEVATION �F EOE (F) EXISTING OVERHEAD ELECTRIC FOUND` FE FINISHED FLOOR ELEVATION RM FIR FLOOD INSURANCE RATE MAP ` FO FIBEROPTIC GA GAUGE o STUART P,PATTERSON GIS GEOGRAPHIC INFORMATION y SYSTEM Lic. No. 41047 GPIN GPS PARCEL IDENTIFICATION NUMBER GLOBAL POSITIONING SYSTEM 2� I S —oz D D HYDRANT IDENTIFICATION INC INCORPORATED INV INVERT 10 AL INFO INFORMATION LEGEND KW KILOWATT LES POUNDS SITE INTO.: L/P LIGHT POLE LG LONG EXISTING NEW LLC LIMITED LIABILITY CORPORATION KESWICK LS LAND SURVEYOR coNC CONCRETE MAX MAXIMIM LTE (4G) MIN MINIMUM MPH MILES PER HOUR - - - - - -- PROPERTY LINE UPGRADE N NORTH NW NORTHWEST LEASE AREA NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL EASEMENT NO DATUM NUMBER 4460 RICHMOND ROAD OPS OPERATION BUILDING (FOOTPRINT) KESWICK, VA OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 22947 P/P POWER POLE ASPHALT ALBEMARLE COUNTY P.B. PLAT BOOK PE PROFESSIONAL ENGINEER T 11 71 FENCE PG. PAGE DESIGN: CCC PROJ. PROJECT vv v v v v TREELINE DRAWN: BJLC PSF POUNDS PER SQUARE FOOT: RIEVIE SFF PSI PVC POUNDS PER SQUARE INCH POLYVINYLCHLORIDE o EVERGREEN TTV DATE 4/20/11 COMM. NO. 3036PP R/W RIGHT OF WAY RAD RADIATING � — — �� WETLAND DELINEATION SUBMITTALS REQ'\21— D REQUIRED sm. DESMFroN DATE RF RADIO FREQUENCY CREEK j. ENLARGED SITE PLAN 5/6/11 SCH SCHEDULE 2 � TTE PLAN SUBMITTAL 5/27/11 SF SQUARE FOOT /FEET LOT LINE s REAEw sET 9/09/11 STD STANDARD - - -- sas- - - - - -- sas CONTOURS 0 L11MWY CaNS1RI WN DMWN9 10/06/11 TOO TOP OF CONCRETE O LEASE NOTES FINAL CONSTRUCTION DRAWINGS 10/27/11 TPED TELEPHONE PEDESTAL 0 RWL CONSDiUCIgN ORA 2/03/12 TTV TECHNICAL TEAM VISIT TYP TYPICAL A kZM RNU CONSTRUCTION DRA 2/15/12 VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION 1. NEW VERIZON WIRELESS 391 SQ. FT. LEASE AREA. SIEr WME W WEST WCF WIRELESS COMMUNICATION FACILITY SITE PLAN WWF WELDED WIRE FABRIC GRAPHIC SCALE(S) FOR 24" X 36" PLOT — 1" = 200' 0 100' 200' 400' FOR 11" X 17" PLOT — 1" = 400' SHEET NO.: C-1 E e EXISTING 3X3' CONCRETE PAD EXISTING \ EXISTING GEN PLUG. POWER BOX EXISTING - I i- EXISTING PPL C4 71 1- I_ _ TEL CO BOX CII II EXISTING J�� I GROUNDING II Aram - 1 it J 2 EXISTING 20AMP METER LIP EXISTING UTILITY SERVICE STAND- DEMOLITION PLAN VIEW EXISTING EXISTING 149 CONCRETE TOWER SELF SUPPORT FOUNDATION TOWER EXISTING 2 z RGS PIPE- EXISTING TEE EXISTING ICE BRIDGE POLE --_ EXISTING TEST WELL (TYP.) NOTES EXISTING /CE BRIDGE POLE - .- .- . -. -.J R EXISTING GROUND WIRES DRAWN: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME EXISTING 1. REMOVE 200 AMP SERVICE AND DISCONNECT. THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND ICE BRIDGE TYPICAL COMM. NO. UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS s FINAL CONSTRUCTION DRAWINGS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN 2. REMOVE PPC CABINET & PAD. COORDINATE REMOVAL WITH RENSED nwL cONSTRUCIION DRAM ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT /Q�e /1\ INSTALLATION OF FIBER. 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 4. REMOVE PORTION OF EXISTING FENCE. Q„ 2. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ® CONSTRUCTION NOTES ALLOWED. 3. 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. EXISTING EX 4. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND ICE BRIDGE CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 5. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. EXISTING /CE BRIDGE POLE - .- .- . -. -.J R EXISTING GROUND WIRES DRAWN: BJLC < DEMOLITION NOTES 1. REMOVE 200 AMP SERVICE AND DISCONNECT. IN CONDUIT(S) 4120/11 COMM. NO. 3036PP s FINAL CONSTRUCTION DRAWINGS 10/27/11 2. REMOVE PPC CABINET & PAD. COORDINATE REMOVAL WITH RENSED nwL cONSTRUCIION DRAM 2/03/12 /Q�e /1\ INSTALLATION OF FIBER. 2/15/12 3. RELOCATE EXISTING ICE BRIDGE POST. 4. REMOVE PORTION OF EXISTING FENCE. Q„ ® CONSTRUCTION NOTES EXISTING CHEMICAL GROUND ROD SITE PLAN VIEW 1. VERIZON WIRELESS DIESEL GENERATOR 2. VERIZON WIRELESS 6'x12' CONCRETE PAD OVERLAY. RAISED 6" MIN ABOVE EXISTING TOWER FOUNDATION 3. FIBER CABINET BY CENTURY LINK 4. VERIZON WIRELESS BATTERY BACKUP UNIT ON WEATHER GUARD 5. VERIZON WIRELESS LTE RADIO AND BB CABINET ON DOUBLE STACK FLOOR STAND 6. VERIZON WIRELESS UBS 1900 CABINET 7. VERIZON WIRELESS ICE BRIDGE 8. VERIZON WIRELESS ICE BRIDGE POST (TYP OF 3) 9. VERIZON WIRELESS DOUBLE STACK COAX ON EXISTING LADDER 10. VERIZON WIRELESS 12' DOUBLE GATE 11. PHOTOCELL OPERATED EQUIPMENT LIGHT 12. 4' UTILITY H -FRAME a# LEASE NOTES 1. NEW 2' X 11' LEASE AREA 2. NEW 6' X 12' LEASE AREA 3. EXISTING 6' X 12 LEASE AREA 4. NEW 3' X 4' LEASE AREA 5. NEW 2.5' X 2.5' LEASE AREA 6. NEW 2.5' X 2.5' LEASE AREA 7. NEW LESSEE 3' NON EXCLUSIVE EASEMENT FOR GROUNDING AND MAINTENANCE GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 2.5' 0 2.5' 5' FOR 11" X 17" PLOT - 1" = 5' .ture & EngineerinS 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202.461.3260 FAX 202461.3266 veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 V�aLrx °F STUART P, PATTERSON Z> y Lic. No. 41047 ,et�o� 2 ^lS `02�r�,, 1��SIONAL SITE INFO.: KESWICK LTE (4G) UPGRADE 4460 RICHMOND ROAD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: CCC DRAWN: BJLC REVIEW: 8PP TTV DATE: 4120/11 COMM. NO. 3036PP I SYKJ r ESCPJF TON I DATE I U ISITE PLAN SUBMITTAL 5/27/11 A3 REVIEW SET 9/09/11 Q PREUNIWRY cONSRiUCIION mom 10/06/11 s FINAL CONSTRUCTION DRAWINGS 10/27/11 RENSED nwL cONSTRUCIION DRAM 2/03/12 /Q�e /1\ mm RWL CONSTRUCTION DRAWI 2/15/12 SHEET NAME ENLARGED SITE PLAN SHEET NO., C-2 E 8 e E N TOP OF LIGHTNING ROD io HEIGHT = 152' -L AGE TICE TOWER oc _ANTENNAS ot 147' AGL ELEVATION VIEW NO SCALE ANTENNAS OIL T31' AGL STING DISH ot — 125' AGL _ANTENNAS OL 110' AGL AINTENNASOL = 99' AGE IVNA ARRAY T TOWER =ENS 6' CHAINLINK FENCE TRAND BARBED WIRE GROUND LEVEL 0' -0" (3) RELOCATED DUALBAND (3) NEW LTE ANTENNAS TOP OF LIGHTNING ROD HEIGHT = 152'-T AGE TOP OF EXISTING LATTICE TOWER HEIGHT = 149' AGL (6) EXISTING ANTFAINASOL HEIGHT 147' AGL (9) EXISTING ANTENNAS _ OL HEIGHT T31' AGL _(1) EXISTING DISH OL HEIGHT — 125' AGL (6) EXISTING ANTENNAS OL HEIGHT = 110' AGL (4) EXISTING_ ANTENNAS OL HEIGHT 99' AGE ALTERNATIVE CLOSE - MOUNTED ANTENNA ARRAY ATTACHED TO TOWER LEGS HEIGHT = 90' AGE EXISTING 149' SELF SUPPORT TOWER EXISTING EVERGREENS EXISTING DUAL @AND ANTENNA (TYP OF ,3) o\ , EXISTING 6' CHAINLINK FENCE WITH 3 STRAND BARBED WIRE GROUND LEVEL_ 5, NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. ALL COAXIAL CABLES TO BE DOUBLE STACKED NEXT TO THE EXISTING COAX. 3. ANTENNAS AND ASSOCIATED EQUIPMENT SHALL BE PAINTED IN THE COLOR THAT MATCHES THE EXISTING STRUCTURE. 4. NO POINTS ON THE FACE OF THE ANTENNA SHALL PROJECT MORE THAN 24 INCHES FROM THE FACE OF THE EXISTING STRUCTURE TO WHICH IT IS ATTACHED. 5. PROPOSED ANTENNAS - ANTEL BXA- 70063/8CF DIMENSIONS - 94.8° (H) X 11.2° (W) X 4.5° (D) EXISTING LEG MOUNT KIT (TYP) EXISTING 2 1/2" X 2 112 X J116- DIAGONAL N EXISTING ROHN 4" X -SIR LEG (TYP) /6 EXISTING TOWER SECTION VIEW AT 90' 1' - 2' RELOCATED EXISTING DUALBAND ANTENNA (TIP OF 3) w o, NEW LTE ANTENNAS (TYP OF 3) EXISTING LEG I \\ MOUNT KIT (TYP) EXISTING 2 112" X 2 112" J \\✓/ X .3116° DIAGONAL �1a NEW DOUBLE ANTENNA CLAMP SITEPRO PART #DAC OR EQUIVELANT (TYP OF 3) N 90' /,�o PROPOSED TOWER SECTION VIEW AT 90' 2' rchitecture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 2024613266 WWW.CLARKNEXSEN.COM veri n wireless 1831 RADY COURT RICHMOND, VA 23222 V��LrH of �0 STUART P,PATTERSON y Lic. No. 41047 -OZwt .IONAL P514111.-..]A KESWICK LTE (4G) UPGRADE 4460 RICHMOND ROAD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: CCC DRAWN: BJLC REVIEW: SPP TTV DATE 4/20111 COMM. NO. 3036PP SUBMITTALS SrN. Dr3aurnoN DATE t ENLARGED SITE PLAN 5/6/11 Q2 ITE PLAN SUBMITTAL 5/27/11 s REVIEW SET 9/09/11 Qa IR11IMMY CONSIRIIMN DRAWING 10/06/11 FlNAL CONSTRUCTION DRAWINGS 10/27/11 FlWL CONSRiUCfgN ORA 2/03/1: nQ�e A, TIN& CONSTRUCTION DPA 2/15/1: SHEET NAME ELEVATION VIEW Iwpc -s GENERAL NOTES 1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS AND ANCHORS. 2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE ENGINEER OF RECORD PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. 3. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED. 4. CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND SEQUENCES AND SUPERVISION OF THE WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 5. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE. 6. BECOME THOROUGHLY FAMILIAR WITH THE EXISTING WORK, INCLUDING VERIFICATION OF ALL EXISTING DIMENSIONS, BEFORE PROCEEDING WITH THE NEW WORK. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN THE CONTRACT DRAWINGS AND THE EXISTING CONDITIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. 7. DIMENSIONS AND ELEVATIONS GIVEN FOR THE EXISTING WORK AND FOR ASSOCIATED COMPONENTS THEREOF ARE APPROXIMATE. 8. WHERE EXISTING CONSTRUCTION THAT IS TO REMAIN IN PLACE, BE RE -USED, OR REMAIN THE PROPERTY OF THE OWNER IS DAMAGED DURING CONSTRUCTION, REPLACE WITH NEW OR REPAIR TO ITS ORIGINAL CONDITION. COST ASSOCIATED WITH SUCH REPAIR AND REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL ITEMS SHOWN ON THE STRUCTURAL DRAWING ARE NEW CONSTRUCTION UNLESS SPECIFICALLY NOTED AS EXISTING. 10. INFORMATION PERTAINING TO THE EXISTING WORK, INCLUDING ALLOWABLE DESIGN BEARING PRESSURE, WAS OBTAINED FROM A STRUCTURAL ANALYSIS REPORT BY CROWN CASTLE INC, DATED JULY 8, 2011. THE REPORT WAS PROVIDED BY VERIZON WIRELESS. DESIGN NOTES 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS: A. 2009 VIRGINIA CONSTRUCTION CODE (PART 1 OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE), EFFECTIVE MARCH 1, 2011, B. ASCE 7 -05, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" C. ACI 318 -08, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 2. DESIGN LOAD CRITERIA - FOUNDATION (PAD): LOAD AND DESIGN INFORMATION PERTAINING TO GENERATOR WAS OBTAINED FROM MANUFACTURE SPECIFICATIONS. SPECIFICATIONS WERE PROVIDED BY VERIZON WIRELESS. MAXIMUM DESIGN GENERATOR WEIGHT = 5,600 LB. CONTACT ENGINEER OF RECORD IF TOTAL WEIGHT OF ACTUAL GENERATOR AND COMPONENTS EXCEED DESIGN WEIGHT. - 0 SAWCUT JOINT FOUNDATION PLAN 1/4 "=1' -0" EXISTING TOWER FOUNDATION I 6'X12' GENERATOR PAD EXISTING TOWER FOUNDATION CONCRETE NOTES 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301 -05). 2. CAST -IN -PLACE CONCRETE SHALL ATTAIN A MINIMUM 28 -DAY COMPRESSIVE STRENGTH (f'c) OF 4000 PSI. 3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS SPECIFICALLY OTHERWISE NOTED. 4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60. 5. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED. 6. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO CASE SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301. 7, ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT. 8. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES AND OTHER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED, REINFORCEMENT SHALL NOT BE CUT TO FACILITATE PLACEMENT OF EMBEDDED ITEMS. 9. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED. 10. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM - CONCRETE REACTION AND ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL. 11. PORTLAND CEMENT SHALL BE ASTM C 150, TYPE 1 /11 WITH NORMAL WEIGHT AGGREGATES CONFORMING TO ASTM C33, CLASS 3S COARSE AGGREGATE OR BETTER GRADED AND A MAXIMUM COARSE - AGGREGATE SIZE OF 1 INCH. 12. EPDXY BONDING ADHESIVE, ASTM C 881, TWO- COMPONENT EPDXY RESIN, CAPABLE OF HUMID CURING AND BONDING TO DAMP SURFACES, OF CLASS SUITABLE FOR APPLICATION TEMPERATURE AND OF GRADE TO SUIT REQUIREMENTS, SHALL BE USED BETWEEN EXISTING AND NEW FOUNDATIONS. VARIES CHAMFER - . o 3" No. 57 COARSE AGGREGATE TYPICAL SECTION COMPACTED SUBGRADE EXCAVATION NOTES 1. FOUNDATION HAS BEEN DESIGNED TO BEAR ON SUBGRADE COMPOSED OF UNDISTURBED, FIRM NATURAL SOIL OR ENGINEERED FILL CAPABLE OF SUPPORTING AN ALLOWABLE DESIGN BEARING PRESSURE OF 2,000 PSF. 2. PRIOR TO PLACING FOUNDATION CONCRETE, THE CONTRACTOR SHALL ENSURE THAT SOILS NOT SUITABLE FOR FOUNDATION SUPPORT SHALL BE UNDERCUT AND REPLACED WITH 12 INCHES OF ENGINEERED FILL. 3. ADEQUATELY PROTECT FOUNDATION EXCAVATIONS TO PREVENT WATER FROM ACCUMULATING AND STANDING IN THE EXCAVATION BOTTOMS. 4. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES. 5. ENSURE THAT EARTH- FORMED FOUNDATION CONFORMS TO THE SHAPE AND THICKNESS INDICATED ON THE FOUNDATION PLAN. 6. PLACE FOUNDATION CONCRETE THE SAME DAY EXCAVATIONS ARE MADE OR AS SOON AS PRACTICAL THEREAFTER. 7. DO NOT INSTALL FOUNDATION UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES AND STRUCTURES. 8. ENGINEERED FILL SHALL BE NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1 1/2" SIEVE AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 SIEVE. 9. PLACE FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND - OPERATED TAMPERS. 10. PLACE FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. 11. COMPACT TOP 12 INCHES OF EXISTING SUBGRADE AND EACH LAYER OF FILL SOIL MATERIAL TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D1557. SAWCUT JOINT, DEPTH EQUAL TO 1/2" CHAMFER (SEE PLAN FOR LOCATION) EXISTING TOWER / FOUNDATION #4 AT 10" CC, TYP ROUGHEN EDGE AND TOP OF EXISTING FOUNDATION AND CLEAN THOROUGHLY PRIOR TO PLACEMENT OF CONCRETE FOUNDATION PLAN NOTES 1. COORDINATE GENERATOR PAD LOCATION WITH CIVIL AND ELECTRICAL DRAWINGS. GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1/4" = 1' -0" 0 1' 5' FOR 11" X 17" PLOT - 1/8" = 1' -0" FOR 24" X 36" PLOT - 1" = V -0" 0 1" 2" FOR 11" X 17" PLOT - 2" = V -0" rchitecture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202.461.3260 FAX 202461.3266 VA WJ.CL4RKN EXSEN.COM veriZgn wireless 1831 RADY COURT RICHMOND, VA 23222 OF V GREGORY SHANE FOWLER Lic. No. 42091 W fo/7 Izoll �� ONAI SITE INFO.: KESWICK LTE (4G) UPGRADE 4460 RICHMOND ROAD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: GSF DRAWN. EN13 REVIEW: EHI TTV DATE: 4/20/11 COMM. NO. 3036PP SUBMfTTALS SYM. DESCAIPIION DATE ENLARGED SITE PLAN 5/6/11 Q2 SRE PLAN SUBMITTAL 5/27/11 s REVIEW SET 9/09/11 Qi 3RwmmRY CONSR cnoN mom 10/06/11 s FINAL CONSTRUCTION DRAWINGS 10/27/11 Q RENSED FIM CONSNWTION DW 2/03/12 T RENSED RN"1 CONSNiUCIION mm 2/15/12 Al I SHEET NOME GENERATOR FOUNDATION PLAN SHEET No., S -1 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. 10. EQUIPMENT IS CONSIDERED NEW UNLESS OTHERWISE NOTED. 11. COORDINATE DECOMMISSIONING OF EXISTING SERVICES WITH NEW INSTALLATION. LEGEND ABBREVIATIONS 12. INSTALL BELOW GRADE CONDUIT MIN 30" BELOW FINISHED A AMPERE GRADE. ATS AUTOMATIC TRANSFER SWITCH 202461.3260 FAX202.461.3266 VW WY.CLARKN D<SEN.COM C CONDUIT 13. INSTALL ABOVE SLAB OR ABOVE FINISHED GRADE CONDUITS CB CIRCUIT BREAKER WITH CHANNEL UNISTRUT SYSTEM. ENCL ENCLOSED O UTILITY KWH METER EX EXISTING 14. PROVIDE NEW BRANCH CIRCUIT CONNECTIONS TO EXISTING G GROUND DISTRIBUTION EQUIPMENT AS INDICATED ON PLANS. ENSURE KWH KILO WATT HOUR NEW DISTRIBUTION EQUIPMENT LOAD DOES NOT EXCEED THE JB JUNCTION BOX EXISTING DISTRIBUTION EQUIPMENT AMPERE RATING AS 0 PHASE REQUIRED FOR NEC. P POLE TERMINATION TO BE DETERMINED.) PNL PANEL BOARD PVC POLYVINYL CHLORIDE 6. PROVIDE (2) 2" RIGID CONDUITS FROM CENTURY LINK FIBER SPD SURGE PROTECTION DEVICE 4460 RICHMOND ROAD TBCW TINNED BARE COPPER WIRE 7. CENTURY LINK FIBER CABINET. THHN THERMOPLASTIC HIGH HEAT - RESISTANT NYLON - COATED ALBEMARLE COUNTY THWN THERMOPLASTIC HIGH WATER - RESISTANT NYLON- COATED 9. CONDUIT FROM POWER PANEL TO LTE BBU. SEE SHEET E -2. TYP TYPICAL UPS UNINTERRUPTABLE POWER SUPPLY LION UNLESS OTHERWISE NOTED TTVDATE: 4)20/11 W WIRE LEGEND ` ' ` rchitecture & Engineering 0 GROUND ROD - 3/4" X 10' W /CADWELD EXOTHERMIC WELD GROUND CONNECTION 1331 L STREET, NW INSPECTION PORT SUITE 600 WASHINGTON, DC 20005 ■ CADWELD EXOTHERMIC WELD CONNECTION 202461.3260 FAX202.461.3266 VW WY.CLARKN D<SEN.COM - - #2 BARE TINNED COPPER WIRE -P- POWER WIRING =P= MULTIPLE POWER WIRES -T- TELCO WIRING vel`i wireless -F- FIBER WIRING 1831 RADY COURT RICHMOND, VA 23222 O UTILITY KWH METER O1 NOTE REFERENCE NUMBER © GENERATOR QE EQUIPMENT CONNECTION LE CABINET DISCONNECT -SALTH 0 G 0 U fLy HAROLD L. BELYEU, JR. ELECTRICAL SITE PLAN NOTE 1. 6 #12 IN 1" PVC (SCH 40) FROM VERIZON WIRELESS ATS TO NEW GENERATOR FOR CONTROL CIRCUITS. RUN MIN 30" LTC. N0. 49637 BELOW FINISHED GRADE. 2. NEW VERIZON WIRELESS EMERGENCY POWER SERVICE FROM NEW GENERATOR TO ATS. RUN MIN 30" BELOW FINISHED GRADE. SEE SHEET E -2. I SjONAI, 3. (2) SETS OF 2 #10 AND 1 #10 GND IN 1" PVC CONDUIT FROM PP -1 GENERATOR FOR CHARGER AND JACKET HEATER. RUN STEINIFO.: MIN 30" BELOW FINISHED GRADE 4. (3) CAT -5 CABLES IN 1" PVC CONDUIT FROM NEW KESWICK GENERATOR TO VERIZON WIRELESS EQUIPMENT FOR ALARM CIRCUITS. RUN MIN 30" BELOW FINISHED GRADE. (FINAL LTE (4G) TERMINATION TO BE DETERMINED.) UPGRADE 5. CONDUIT FROM POWER PANEL TO CENTURY LINK CABINET DISCONNECT. SEE SHEET E -2. 6. PROVIDE (2) 2" RIGID CONDUITS FROM CENTURY LINK FIBER CABINET TO LTE RF CABINET. TRANSITION TO FLEXIBLE 4460 RICHMOND ROAD WEATHER TIGHT CONDUIT FOR VERTICAL CONNECTIONS. KEWCK, VA 7. CENTURY LINK FIBER CABINET. 22947 8. CONDUIT FROM POWER PANEL TO 1900 MHZ UBS. SEE SHEET ALBEMARLE COUNTY E -2. 9. CONDUIT FROM POWER PANEL TO LTE BBU. SEE SHEET E -2. DESIGN: CCC DRAWN: BJLC 10. PHOTOCELL OPERATED EQUIPMENT LIGHT. PROVIDE BRANCH RE\AEW: SPP TTVDATE: 4)20/11 CIRCUIT CONNECTION TO NEW 20A /IP CB IN PP -1. COMM. NO. 3036PP 11. EXISTING PP -1 SUBMFIFTALS 12. EXISTING ATS Sym• DESCR oN DATE i ENLARGED SITE PLAN 5/6/11 13. EXISTING MAIN CB Qz TTE PLAN SUBMITTAL 5/27/11 z REwEw sE 9/09/11 14. EXISTING UTILITY METER Qi 1ROMMIRY CONMUCTM DRAWING 10/06/11 s FINAL CONSTRUCTION DRAWINGS 10/27/11 15. CENTURY LINK CABINET DISCONNECT Q ED - CONSm11CraN DRAw1 2 /DS /12 A7 iSED FINAL CONS aLCTioN D.MN 2/15/12 GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 2.5' 0 2.5' 5' FOR 11 "X 17" PLOT- 1 " =5' SH&T NAME ELECTRICAL S PLAN I� E -1 I I 11.5 "C W/ PULLSTRINGS I 2 "C W/ EZBFo I I AND FLEX CONNECTIONS I I I I I I I AT BOTH ENDS 1 I BRANCH CIRCUITS I I I I I L----- - - - - -J L - - - - -- ----- - - - -JI I L - -- L ---------- - - - - -J L-------------------------------------------------- J j fi I L----------------------------------- - - - - -- -------------------- - - - - -- 2 SETS OF 3 #250kcmil, 1 #2GND, A ®2 #2,1 #8CND,2"C POWER RISER DIAGRAM NOT TO SCALE POWER RISER EQUIPMENT SCHEDULE TAG DESCRIPTION FEEDER OR BRANCH CIRCUIT EX. PP -1 400A, 120/24OVac, 3W NEMA 3R PNL W/ EXTERNAL SPD EXISTING TO REMAIN EX. ATS SERVICE ENTRANCE RATED 40OA /2P, 3W, NEMA 3R EXISTING TO REMAIN AUTOMATIC TRANSFER SWITCH W/ 40OA /2P OCP. EZBFo POWER 24OV(3c INPUT, 50A /2P BBU PROVIDED BY OTHERS. 2 #6,1 #8GND PROVIDE FINAL CONNECTIONS PER MANUFACTURER AND ALCATEL — LUCENT ELECTRICAL CONNECTION REQUIREMENTS. PROVIDE BRANCH CIRCUIT CONNECTION TO NEW 50A /2P CB IN PNL PP -1 AVAILABLE SPACE. EZBFo HEATERS FIBER STUB —UP. 2 #12,1 #12GND REVIEW: HEATERS. PROVIDE FINAL CONNECTIONS PER MANUFACTURER TTV DATE: 4120/11 (2) 2" GRS CONDUIT, 3036PP tEW REQUIREMENTS. PROVIDE BRANCH CIRCUIT CONNECTION TO 10/27/11 3 WAY INNERDUCT WITH 2/03/12 BB /RF CABINETS LTE EQUIPMENT INSTALLED AND PROVIDED BY OTHERS. SEE RISER EX. PC METER PULL STRINGS IN EACH BB & RE INNERDUCT CABINETS BBU 1900 CENTURY RE CABINET LINK DISC CENTURY EZBFo EX. PP -1 EX. MAIN LINK CABINET POWER 4 00A 2P FUSED EX. UTILITY DISCONNECT METER EZBFo BB HEATERS A S LO E E E 3 —2) I 11.5 "C W/ PULLSTRINGS I 2 "C W/ EZBFo I I AND FLEX CONNECTIONS I I I I I I I AT BOTH ENDS 1 I BRANCH CIRCUITS I I I I I L----- - - - - -J L - - - - -- ----- - - - -JI I L - -- L ---------- - - - - -J L-------------------------------------------------- J j fi I L----------------------------------- - - - - -- -------------------- - - - - -- 2 SETS OF 3 #250kcmil, 1 #2GND, A ®2 #2,1 #8CND,2"C POWER RISER DIAGRAM NOT TO SCALE POWER RISER EQUIPMENT SCHEDULE TAG DESCRIPTION FEEDER OR BRANCH CIRCUIT EX. PP -1 400A, 120/24OVac, 3W NEMA 3R PNL W/ EXTERNAL SPD EXISTING TO REMAIN EX. ATS SERVICE ENTRANCE RATED 40OA /2P, 3W, NEMA 3R EXISTING TO REMAIN AUTOMATIC TRANSFER SWITCH W/ 40OA /2P OCP. EZBFo POWER 24OV(3c INPUT, 50A /2P BBU PROVIDED BY OTHERS. 2 #6,1 #8GND PROVIDE FINAL CONNECTIONS PER MANUFACTURER AND ALCATEL — LUCENT ELECTRICAL CONNECTION REQUIREMENTS. PROVIDE BRANCH CIRCUIT CONNECTION TO NEW 50A /2P CB IN PNL PP -1 AVAILABLE SPACE. EZBFo HEATERS 24OVac, 15A/2P, EZBFo CONNECTION FOR EQUIPMENT 2 #12,1 #12GND REVIEW: HEATERS. PROVIDE FINAL CONNECTIONS PER MANUFACTURER TTV DATE: 4120/11 AND ALCATEL— LUCENT ELECTRICAL CONNECTION 3036PP tEW REQUIREMENTS. PROVIDE BRANCH CIRCUIT CONNECTION TO 10/27/11 NEW 15A/2P CB IN PNL PP -1 AVAILABLE SPACE. 2/03/12 BB /RF CABINETS LTE EQUIPMENT INSTALLED AND PROVIDED BY OTHERS. SEE RISER EX. PC METER 1POWER COMPANY METER. EXISTING TO REMAIN 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. PROVIDE BRANCH CIRCUIT CONNECTION TO NEW 30A /2P CB VIA DISC IN PNL PP -1 AVAILABLE SPACE, CENTURY LINK 130A/2P, NEMA 3R, DISCONNECT. MOUNT DISCONNECT ON I2 #10,1 #10 GND, 1 "C DISC CENTURY LINK CABINET H— FRAME. FINISHED GRADE OR SLAB G) POWER RISER NOTES: 1. WHERE CONDUIT RUN EXCEEDS 6', ROUTE CONDUIT WITH CHANNEL UNI —STRUT SYSTEM ABOVE SLAB OR FINISHED GRADE. 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 OF NEW 125A/2P CB IN PNL PP -1 AVAILABLE SPACE WITH VERIZON PRIOR TO INSTALLATION. rchitecture & Engineerin 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202.461.3266 VW WJ.CLARKN E>(SEN.COM veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 40ALTH pF Y HAROLD L. BELYEU, )R. Lic. No. 49637 �fi�SxoNAL�?��ti F1141111 KESWICK LTE (4G) UPGRADE 4460 RICHMOND ROAD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: CCC DRAWN: BJLC REVIEW: SPP TTV DATE: 4120/11 COMM. NO. 3036PP XL SITE PLAN SUBMITTAL 5/27/11 SET 9/09/11 MtM CONSTRUCTION ORA'MNG 10/06/11 tEW L CONSTRUCTION DRAWINGS 10/27/11 LD FM CONSTRI CTON ORA 2/03/12 m FWL CONSTRUCTION DRA 2/15/12 SHET NAME ELECTRICAL DETAILS POWER RISER GENERAL NOTES: 1. COORDINATE CONSTRUCTION PHASING AND EQUIPMENT DECOMMISSIONING WITH VERIZON AND CONSTRUCTION MANAGER PROGRAM REQUIREMENTS PRIOR TO THE COMMENCEMENT OF WORK. 2. DECOMMISSION EXISTING SERVICE EQUIPMENT AND DEMOLISH ASSOCIATED EXISTING SERVICE FEEDERS PRIOR TO THE CONNECTION OF NEW SERVICE EQUIPMENT AND FEEDERS. slrNO.: E -2 �rtt,vE CADWELD GROUND CONDUCTOR, #2 TINNED SOLID COPPER DRIVEN COPPER CLAD GROUND ROD NOTE: 3/4" x 10' (SEE 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 (THIRD) O 5 #2 AWG TINNED BARE COPPER WIRE TESTING LOOP, CADWELD TO GROUND RING NOTCH SIDES OF 6" PVC SIGHED 40 PIPE TO ALLOW EXIT/ ENTRANCE OF GROUND RING io GROUND RING TRENCH BOTTOM 3/4" X 10' GROUND ROD INSPECTION PORT DETAIL NOT TO SCALE 2 / 5 / #2 AWG (TYP) #2 AWG TBCW (MIN 30" BELOW ROUGH GRADE OR THE GREATER DEPTH OF 6" BELOW THE FROST LINE). NOTE: I. THE #2 AWG, TBCW, FROM THE GROUND RING SHALL BE CADWELDED TO THE POST, ABOVE GRADE. 2. BOND EACH HORIZONTAL POLE /BRACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. GATE GROUNDING DETAIL NOT TO SCALE . — — — — --- _-------- ____ �__________�_____r —=� ____________ GENERAL GROUNDING NOTES 1(aD PLAN NOTES 1. 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 UNIT'S MOST RECENT CALIBRATION CERTIFICATION IS REQUIRED. 2. IF ROCKY SUBSURFACE CONDITIONS ARE ENCOUNTERED WHICH PREVENT THE USE OF A GROUND ROD, CONTRACTOR MAY SUBSTITUTE EACH GROUND ROD FOR A GROUND PLATE UPON VERIZON WIRELESS APPROVAL. 3. ALL ABOVE GRADE GROUND LEADS ACROSS EXISTING TOWER MAT FOUNDATION SHALL BE ENCASED IN LIQUID TIGHT FLEX CONDUIT WITH PVC STRAPS 18" O.C. MINIMUM. I I UBS 1900 I o- y LTE & BB CABINETS BBU 1. EGR — (EQUIPMENT GROUND RING) THE EQUIPMENT/TOWER Architecture & Engineerin GROUNDING SYSTEM SHALL BE INSTALLED BY THE 1331 LSTREET, NW CONTRACTOR. GROUND LEADS OF SUFFICIENT LENGTH SHALL SUITE 600 BE PROVIDED FOR THE FOLLOWING: WASHINGTON, DC 20005 A. TWO (2) GROUND LEADS FOR THE TOWER BOTTOM GROUND BAR. 202. 461-3260 FAX202.461.3266 B. GROUND LEADS SHALL BE PROVIDED FOR EACH VWWV.CLAWKNEXSEN.COM ICE — BRIDGE POST. C. ONE (1) GROUND LEAD SHALL BE PROVIDED FOR THE - METER BASE. 2. GENERATOR GROUND LEADS — CONTRACTOR SHALL INSTALL A vel`i wireless PARTIAL GROUND RING PER VERIZON WIRELESS' SPECIFICATIONS. #2 LEADS FROM THE EGR ARE TO BE SLEEVED IN PVC. THE GENERATOR GROUND SHALL BE 1831 RADY COURT EXOTHERMICALLY WELDED TO THE EXISTING TOWER GROUND RICHMOND, VA 23222 RING AND THE EXISTING PERIMETER GROUNDING. ONE CAPPED PVC TEST WELL SHALL BE PROVIDE. ADDITIONALLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT TH 0 MAY BE CAUSED TO ANY EXISTING GROUND RING DURING THE ��4t�EAi I�,O INSTALLATION OF THE NEW GENERATOR GROUND. THE GENERATOR SHALL BE EXOTHERMICALLY WELDED TO EXTERIOR O GROUNDS AT A MINIMUM OF 3 POINTS. f 0 C> 3. HARDLINE GROUND BAR. 4. EXISTING BELOW GRADE EQUIPMENT GROUNDING SYSTEM IS HAROLD L. BELYEU, JR. BASED ON PROTOTYPICAL GROUNDING SYSTEMS FOR WIRELESS LIC. N0. 49637 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 O� PLANS INDICATE CONNECT TO EXISTING GROUNDING SYSTEM fisSjONAL�O� CONTRACTOR SHALOL CAREFULLY EXCAVATE TO EXPOSE EXISTING GROUNDING CONDUCTOR. USE CARE TO MAINTAIN CONTINUITY OF EXISTING GROUND SYSTEM WHILE PERFORMING WORK STEINFO.: UNDER THIS CONTRACT. NEW CONNECTION TO EXISTING EQUIPMENT GROUND RING SHALL INCLUDE A #2 BARE TINNED COPPER WIRE BONDED TO EQUIPMENT GROUND RING FOR KESWICK EACH OF THE FOLLOWING: —LTE B CABINET LTE (4G) —LTE RB CABINET —LTE DOUBLE STACK STEEL FRAME UPGRADE —LTE BATTERY BACKUP CABINET —LTE BATTERY BACKUP STEEL FRAME —LTE COAX GROUND BAR —UBS CABINET —PCS UBS GROUND BAR — EQUIPMENT LIGHT POST 4460 RICHMOND ROAD —ICE BRIDGE POST (EACH NEW & EACH EXISTING WITHOUT KEC� VA GROUND LEAD) 22947 5. EMERGENCY DIESEL GENERATOR, 80 KW, 1 PHASE. ALBEMARLE COUNTY COORDINATE PROVISION OF GENERATOR WITH VERIZON WIRELESS. 6. EQUIPMENT FRAME GROUND LEADS, TYP. DESIGN: CCC DRAWN: BJLC 7. SERVICE GROUND RE\AEW: SPP TTV DATE: 4)20/11 COMM. NO. 3036PP 8. INSPECTION PORT, SEE DETAIL ON THIS SHEET SUBMITTALS 9. GROUND ROD, SEE DETAIL ON THIS SHEET SrN. DgcnrnDN DATE i ENLARGED SITE PLAN 5/6/11 10. GATE GROUNDING, SEE DETAIL ON THIS SHEET Qz ITE PLAN SUBMITTAL 5/27/11 z REVIEW SET 9/09/11 Qi IRIEUMINARY CONSIRUCTIM DRAVANG 10/06/11 s FINAL CONSTRUCTION DRAWINGS 10/27/11 Q ED (MAIL CO NSnalcrraN DRAVA 2/03/12 A7 ISED FINAL CONSTRUCTIM DRAMN 2/15/12 GRAPHIC SCALE(S) FOR 24" X 36" PLOT — 1" = 2.5' 0 2.5' 5' FOR 11 "X 17" PLOT— 1 " =5' 91 1 SH&T NME GROUNDING PLAN I� E -3