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Home My WebLink AboutSDP201700055 Plan - Submittal (First) 2017-09-05verizon� DIRECTIONS TO SITE FROM GOODES BRIDGE SWITCH: TURN RIGHT TOWARD ELK R. FOR 0.4 MILES. TURN RIGHT ONTO US -360 E/HULL ST RD FOR 0.3 MILES. TAKE RAMP RIGHT FOR VA -150 NORTH TOWARD POWHITE PKWY FOR 3.4 MILES. TAKE RAMP RIGHT AND FOLLOW SIGNS FOR VA-76—TOLL NORTH FOR 2.6 MILES. KEEP LEFT TO STAY ON VA -76 N/BELTLINE EXPY FOR 0.9 MILES. KEEP STRAIGHT ONTO 1-195 N FOR 2.3 MILES. TAKE RAMP FOR 1-64 W FOR 56.8 MILES. AT EXIT 129, TAKE RAMP RIGHT TOWARD KESWICK/BOYD TAVERN FOR 0.3 MILES. TURN LEFT ONTO BLACK CAT RD FOR 0.6 MILES. TURN RIGHT ONTO US-250/RICHMOND RD FOR 2.2 MILES. ARRIVE A 3636 RICHMOND RD, KESWICK, VA 22947 (EASTON'S FURNITURE) " North North SHADWELL PARCEL 0 3646 RICHMOND ROAD KESWICK, VA 22947 PROJECT DESCRIPTION INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT IN A RAWLAND SITE UTILITIES INFORMATION: 2 WORKING DAYS EMERGENCY INFORMATION: POWER: DOMINION BEFORE YOU DIG811 LOCAL FIRE AND EMERGENCY SERVICES (888) 667-3000 TOLL FREE (434) 971-1765 TELEPHONE: CENTURY LINK MISS UTILITY LOCAL EMERGENCY POLICE DISPATCH (800) 769-0110 (434) 971-1765 PROJECT TEAM REAL ESTATE: CHAD FRECKMAN PHONE NUMBER (434) 996-4473 ZONING: STEPHEN WALLER PHONE NUMBER (434) 825-0617 CONSTRUCTION: STEVE POOLE Phf,NE NUMBER (540) 290-6704 UT:LITES, RICK CLISSON FhCNE NCMeER (804) 658-6871 ENVIRONMENTAL CONSULTANT: ANDREW HENDRICKS PHCNE NUMBER (703) 478-0055 REV. NO. DESCRIPTION BY DATE REV. NO. DESCRIPTION BY DATE 513 BERWICK COURT PRELIMINARY SITE PLAN JYY 06/01/16 REVISED FINAL APPLICATION DRAWINGS JYY 09/05/17 SITE TYPE ENSITE DRAWINGS JYY 03/06/17 TOWER HEIGHT A3 3 \ APPLICATION DRAWINGS JYY 03/16/17 4 FINAL APPLICATION DRAWINGS JYY 03/27/17 A & E CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN 8000 TOWERS CRESCENT DRIVE, SUITE 1350 VIENNA, VA 22182 PROJECT MANAGER: JUSTIN YOON, PE TELEPHONE: (703) 822-4846 SURVEY: CAUSEWAY CONSULTANTS, P.C. LAND SURVEYOR'S P.O. BOX 15039 CHESAPEAKE, VA 23328 CONTACT: ED WHITE, LS TELEPHONE: (757) 482-0474 PROJECT SUMMARY PROPERTY OWNER: ZONING EASTON, ALICE S. TAX MAP# 513 BERWICK COURT ACREAGE CHARLOTTESVILLE, VA 22901 JURISDICTION APPLICANT INFORMATION: SITE TYPE VERIZON WIRELESS TOWER TYPE 1831 RADY COURT TOWER HEIGHT RICHMOND, VA 23222 OVERALL HEIGHT CONTACT: MARC CORNELL TELEPHONE: (804) 548-4079 FAX NUMBER: (804) 321-0398 PROJECT DATA: Sheet Number ZONING RA, EC TAX MAP# 074A1-00—OC-00300 ACREAGE 1.00 AC JURISDICTION ALBEMARLE COUNTY SITE TYPE RAWLAND TOWER TYPE MONOPOLE TOWER HEIGHT 115'± AGL OVERALL HEIGHT 117'± AGL LEASE AREA 1600 SF AREA OF LAND DISTURBANCE 4933 SF GEOGRAPHIC COORDINATES: Sheet Number LATITUDE: 38' 00' 31.0482" N (NAD 83) LONGITUDE: 78' 22' 18.5534" W (NAD 83) ELEVATION: 409.3' (NAVD 88) ADA COMPLIANCE.- OMPLIANCE:FACILITY �/a� FACILITYIS UNMANNED AND NOT FOR HUMAN HABITATION, SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. INDEX OF DRAWINGS Sheet Number Sheet Title GENERAL PRELIMINARY CONSTRUCTION DRAWINGS 06/01/16 G-1 COVER SHEET G-2 GENERAL NOTES AND �/a� CONCRETE EQUIPMENT PAD /A5 DETAILS CIVIL C-1 SITE SURVEY C -1A TREE INVENTORY C -1B AREA MAP C-2 ENLARGED SITE PLAN C-3 ELEVATION VIEW C -3A RF WORKSHEET C-4 GRADING PLAN C -4A ENLARGED GRADING PLAN C-48 DETAILS C-5 FENCE AND SINGAGE C-6 ICE BRIDGE DETAILS ARCHITECTURAL A-1 VFP DEPLOYABLE PLATFORM DETAIL AND SCHEDULE A-2 VFP DEPLOYABLE PLATFORM ELEVATIONS SHEET TOTAL: 15 I CLARKNEXSEN verizonf/ 1831 RADY COURT RICHMOND, VA 23222 �vlvlvl 0p;7 1� ' JUSTIN Y. YOON L1C. No. 42897 SFFE INFO.: SHADWELL RAWLAND 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: JYY DRAWN: WMD REVIEW: JYY TTV DATE: 051=1 6 SUBMITTALS SYM. DESMIRTION DATE Zl PRELIMINARY CONSTRUCTION DRAWINGS 06/01/16 Q ENSITE DRAWINGS 03/96/17 PPLICATION DRAWINGS 03/16/17 �/a� FINAL APPLICATION DRAWINGS 03/27/17 /A5 REVISED FINAL APPLICATION DRAWINGS 09/05/17 SHEET NAME: COVER SHEET SHEET NO.: G-1 GENERAL NOTES 1. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, AND ANCHORS. 2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE ENGINEER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. 3. DETAILS 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 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, 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. EXCAVATION NOTES 1. SELECT FILL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM, OR A COMBINATION OF THESE GROUP SYMBOLS; FREE OF WASTE, FROZEN MATERIALS, AND VEGETATION, WITH LESS THAN 5 PERCENT BY WEIGHT OF STONE. STONES SHALL BE NO LARGER THAN 1-1/2 INCHES IN ANY DIRECTION. 2. FOUNDATIONS SHALL NOT BE PLACED ON FROZEN GROUND. J. DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE RESIDUAL SOIL OR PROPERLY COMPACTED SELECT FILL. THE ALLOWABLE SOIL BEARING PRESSURE IS AN ASSUMED VALUE. A GEOTECHNICAL INVESTIGATION WAS NOT CONDUCTED AS PART OF THIS PROJECT. SELECT FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698). 4. PRIOR TO PLACING FOUNDATION CONCRETE, THE CONTRACTOR SHALL HIRE A TESTING LABORATORY AND GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA, THE LICENSED ENGINEER SHALL VERIFY THE SUPPORTING SOILS ARE CAPABLE OF SUPPORTING THE DESIGN ALLOWABLE SOIL BEARING PRESSURE AND SUBMIT A TEST REPORT FOR APPROVAL PRIOR TO CONSTRUCTION. STEEL NOTES 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DATED MARCH 9, 2005, INCLUDING CURRENT REVISIONS AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" DATED MARCH 18, 2005. 2. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING: WIDE FLANGE SHAPES ASTM A992 SQUARE AND RECTANGULAR HSS ASTM A500 GRADE B FY=46 KSI ROUND HSS ASTM A500 GRADE B FY=42 KSI CHANNELS, PLATES AND ANGLES ASTM A36 THREADED ROD ASTM A36 HIGH-STRENGTH BOLTS ASTM A325 ANCHOR RODS ASTM F1554 GRADE 36 PIPE ASTM A53 GRADE B 3. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED. CONCRETE NOTES 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 301-05, SPECIFICATIONS FOR STRUCTURAL CONCRETE; ACI 318-08, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. CONCRETE SHALL BE NORMAL WEIGHT, 6% PLUS OR MINUS 1.5% AIR ENTRAINED AND HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED. 3. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: PORTLAND CEMENT ASTM C 150, TYPE 1 FLY ASH ASTM C 618, CLASS F ENSITE DRAWINGS 03/06/17 (NOT TO EXCEED 15% APPLICATION DRAWINGS 03/16/17 OF CEMENT BY WEIGHT) NORMAL WEIGHT AGGREGATES ASTM C 33 WATER POTABLE AIR -ENTRAINING ADMIXTURE ASTM C 260 WATER REDUCING ADMIXTURES ASTM C 494, TYPE A RETARDING ADMIXTURE ASTM C 494, TYPE B WATER -REDUCING AND RETARDING ADMIXTURES ASTM C 494, TYPE D ACCELERATING ADMIXTURE ASTM C 494, TYPE C HIGH -RANGE, WATER -REDUCING ADMIXTURES ASTM C 494, TYPE F HIGH -RANGE, WATER -REDUCING ASTM C 494, TYPE G AND RETARDING ADMIXTURES 4. REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A 615, GRADE 60. REINFORCING MARKED CONTINUOUS SHALL BE LAPPED IN ACCORDANCE WITH ACI 318. 5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064. LAP ONE FULL MESH SPACING PLUS TWO INCHES AND TIE. 6. SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT ON METAL CHAIRS OR BOLSTERS. 7. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318 UNLESS OTHERWISE INDICATED. 8. ALL COLD WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 3C6R, "COLD WEATHER CONCRETING." 9. ALL HOT WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 305R, "HOT WEATHER CONCRETING." 10. CURING COMPOUND SHALL COMPLY WITH ASTM C 309, TYPE I, CLASS B. 11. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED. ANCHORS ANCHORS V-6" 13'-0" i' -s' PLATFORM ANCHORAGE PRELIMINARY CONSTRUCTION DRAWINGS 06/01/16 BY MANUFACTURER ENSITE DRAWINGS 03/06/17 APPLICATION DRAWINGS 03/16/17 1/4" DEEP FINAL APPLICATION DPAWINGS 03/27/17 n�� /s\ CONTRACTION JOINT i a � \ CONCRETE EQUIPMENT PAD PLAN NO SCALE #5 AT 12" O.C. E WAY TOP AND BO t12" DEEP THICKENED SLAB Al11 ^' "T BY URER CONCRETE J1 CONCRETE EQUIPMENT PAD SECTION A -A NO SCALE NOTE: 1. THIS DESIGN ASSUMES A 2000 psf SOIL BEARING PRESSURE. JT ANCHORAGE FACTURER _D #57 GRAVEL CLAR_KNEXSEN ,...44,..1690 verizomf 1831 RADY COURT RICHMOND, VA 23222 �V(v [I OP JUSTN Y. YOON Lic. No. 42397 SrFE INFO.: SHADWELL RAW LAN D 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 05/IOVI6 COMM. NO. 5833-446 SY11.1 DESCRIPTION DATE PRELIMINARY CONSTRUCTION DRAWINGS 06/01/16 A, L, ENSITE DRAWINGS 03/06/17 APPLICATION DRAWINGS 03/16/17 FINAL APPLICATION DPAWINGS 03/27/17 n�� /s\ REVISED TINA- APPLICATION DRAWINGS 09/05/17 SHEET NAME: GENERAL NOTES AND CONCRETE EQUIPMENT PAD DETAILS SHEET NO.: G-2 SEE ENLARGED SURVEY, SHEET C -IA II /�rFRSTgT e I &YJAN y., JR. R LNJ04 PAPR _ �/ 6 D.B. 1252, PC. 170 2 - Z RVA?M % 07 /-00-CC-U/900 -- _ Nlf ALICE S. EAS#7k 680 q�? n/0. 1026,zavEO Ra� �0 w � PARCEL 079A1 -0o 0 x CC-003IX7 \\ I a , 1� D _ 0�'C400� 1 S. �'ppgo I oekhti�a�; EAST 5B0/ PMYLL A. 07MI7R4l-00t C1600 � - O I SIGHT DISTANCE EXCEEDS 610' ' I � I US 90C T T e e s PPncs7o F� 1 Z6MD Cl 1 S0 PARCE p .1-1,0/J00 O SIGHT DISTANCE EXCEEDS 610' ABBREVIATIONS SURVEYOR'S NOTES CLARK_NEXSEN 0, DIA DIAMETER # NUMBER 1. TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY A/C AIR CONDITIONING CONSULTANTS, P.C. P. 0. BOX 15039. CHESAPEAKE, 111'. _. plain :;we_ , ADA AMERICANS WITH DISABILITIES ACT VIRGINIA, 23328-50394. PHONE: 757-482-0474. SURVEY Suite i70i- AFG ABOVE FINISHED GRADE DATE: MAY 10, 2016. AGL ABOVE GROUND LEVEL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 2. COORDINATES AND ELEVATIONS SHOWN WERE ESTABLISHED AVE AVENUE USING STATIC GPS OBSERVATIONS, POST PROCESSED C, C/L CENTERLINE THROUGH NOM'S OPUS WEBSITE AND CONVERTED TO CFH CUBIC FEET PER HOUR NAVD 88 AND NAD 83, U.S SURVEY FOOT, FOR THE C.L.D. CENTERLINE DITCH VERTICAL DATUM AND HORIZONTAL COORDINATES, CMP CORRUGATED METAL PIPE RESPECTIVELY, USING U.S. ARMY CORPS OF ENGINEERS ver�zon CONC CONCRETE CORPSCON SOFTWARE, VERSION 6.01. D.B. DEED BOOKDWG( DRAWINGS 3. NO SUB -SURFACE INVESTIGATION WAS PERFORMED BY ELEV ELEVATION ENNO CAUSEWAY CONSULTANTS, P.C. THIS SURVEY DOES NOT 1831 RADY COURT EDE B RF CABINET GUARANTEE THE "EXISTENCE OR NONEXISTENCE"" OF RICHMOND, VA 23222 EOE EXISTING OVERHEAD ELECTRIC UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EZBFO BATTERY BACKUP CABINET EXCAVATION, CONTACT MISS UTILITY AT 1-800-552-7001 TO CONFIRM THE LOCATION OR EXISTENCE OF JI o' FFE FWSHED FLOOR ELEVATION UNDERGROUND UTILITIES. FIRM FLOOD INSURANCE RATE MAP GIS GEOGRAPHIC INFORMATION SYSTEM 4. THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT DEPICT ANY OR ALL EASEMENTS GRIN GRID PARCEL IDENTIFICATION NUMBER GPS GLOBAL POSITIONING SYSTEM THAT MAY AFFECT THE PROPERTY. �0 _ ICC INTERNATIONAL CODE COUNCIL 5. PROPERTY IS SUBJECT TO ALL EASEMENTS AND O JUSTIN Y. YOQN ID DENTIFICATION RESTRICTIONS OF RECORD. IFGC INTERNATIONAL FUEL GAS CODE INC INCORPORATED Lie. N0. 42897 INV INVERT 6, THIS SURVEY DOES NOT REPRESENT A BOUNDARY SURVEY. } INFO INFORMATION THE RIGHT-OF-WAY, PROPERTY LINE AND/OR EASEMENTS 411,�r� > t t' 3 f .1 711-7 e L/P LIGHT POLE/LAMP POST SHOWN HEREON REPRESENT A COMPILATION OF RECORDED A LP LIQUID PROPANE DEEDS, PLATS, G.I.S. RECORDS AND TAX MAPS. X, LF LINEAR FEET 7. THE AREA OF THE PROPOSED CELL TOWER APPEARS TO LIE S t �t�iV,1I Y� LLC LIMITED LIABILITY CORPORATION 'X" LS LAND SURVEYOR WITHIN FLOOD ZONE ACCORDING TO THE FEDERAL LTE LONG TERM EVOLUTION EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD MAX MAXIMUM INSURANCE COMMUNITY NUMBER —51003C0325 D DATED MHz MEGAHERTZ FEBRUARY 4, 2005. MIN MINIMUM MI MILE 8. THE EXISTENCE OF HAZARDOUS WASTE, VEGETATED SfTE INFO.: N NORTH WETLANDS, OR TIDAL WETLANDS, WAS NEITHER SHADWELL NW NORTHWEST INVESTIGATED, NOR CONFIRMED DURING THE PERFORMANCE NAD NORTH AMERICAN DATUM OF THIS SURVEY. NAVD NORTH AMERICAN VERTICAL DATUM NFPA NATIONAL FIRE PROTECTION ASSOCIATION RAWLAND NO NUMBER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION P/P POWER POLE ® LEASE NOTES P, B. PLAT BOOK PE PROFESSIONAL ENGINEER 3646 RICHMOND RD P/PG, PAGE KESWCK, VA P/L PROPERTY LINE 22947 PROJ. PROJECT 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY PSIG POUNDS PER SQUARE INCH GAUGE RIGHT-OF-WAY R/W RIGHT of WAY ALBEMARLE COUNTY RD ROAD 2, NEW VERIZON WIRELESS 1600 SF LAND SPACE DESIGN: JAW SCH SCHEDULE DRAWN: JAW SF SQUARE FOOT/FEET REVIEW: JYY ST STREET TTV DATE: 051=16 STD STANDARD TBM TEMPORARY BENCHMARK LEGEND COMM. NO. 5833-446 T -PED TELEPHONE PEDESTAL SUBMITTALS TTV TECHNICAL TEAM VISIT TYP TYPICAL EXISTING NEW srM. OESCR1PnON DATE VA VIRGINIA CONCRETE vReuuiNur coN eucnoN Daawmcs o6/01/16 VOGT VIRGINIA DEPARTMENT OF TRANSPORTATION--- -- ENsirE ORAwiNcs D3/05/17 W WEST --- PROPERTY LINE � APPLICATION DRAwiNcs 03/16/17 WB WILL BOOK - -- — — ' — LEASE AREA , FINAL APPLICATION DRAWINGS 03/27/17 WC WATER COLUMN 0 RCVISED FINAL APPLICATION DRAMNGs 09/05/17 YDS YARDS EASEMENT 0 BUILDING (FOOTPRINT) G --- -- XX FENCE SHEET NAME: TREELINE SITE SURVEY - - EDGE OF PAVEMENT EDGE OF GRAVEL - OVERHEAD ELECTRIC CONTOURS O MONOPOLE POWER POLE GRAPHIC SCALE(S) SHEET NO.: FOR 22" X 34" PLOT - 1" = 100' 0 100' 200' FOR 11" X 17" PLOT - 1" = 200' P" — — c; - — NOTES.. j CSA-R-K-N-EXSEN- ` — — 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME — THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS 0 N THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN rl AT ON THESE PLANS, BEFORE YOU DIG, CALL "MISS UTILITY = 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED ' DURING CONSTRUCTION. \\ ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL 2. 0 E BE INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL vermes on HANDBOOK BEFORE LAND DISTURBANCE COMMENCEMENT AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. 1831 RADY COURT 3 THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE RICHMOND, VA 23222 ALL 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL Z H Q�' j BE THE RESPONSIBILITY OF CONTRACTOR TO SEED ANDlk 1{ - / ESTABLISH A PERMANENT VEGETATIVE COVER. �~v� =' 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS r / \ OF CONSTRUCTION. SAFETY IS THE RESPONSIBILTY - / CONTRACTOR. ALL WORK SHALL BE PERFORMED IN O JUSTIN Y. YQON / s ACCORDANCE WITH OSHA REQUIREMENTS. C-) ✓ 7 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND L10. N0. 42897 R, / CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES 4 / AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR.( / 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH - 6 ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. f O S 8. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. LEASE NOTES 911 INFO.; = oSHADWELL n J/ 2 1. NEW VERIZON WIRELESS NON-EXCLUSIVE 20' WIDE INGRESS 'EGRESS AND UTILITY RIGHT-OF-WAY \ / E// 2. NEW VERIZON WIRELESS 1,600 SQUARE FEET LAND SPACE OARAW LAND l_ l 1/ -- / . o ®CONSTRUCTION NOTES 3 O7 / 1 3646 RICHMOND RD 1. NEW VERIZON WIRELESS VFP DEPLOYABLE PLATFORM ON KE�C� VA / CONCRETE PAD 22947 4 \ �\ DCFcDLn /OE T FE 2. NEW VERIZON WIRELESS 40' X 18' WOODEN FENCED COMPOUND \ l'L L/I /V //tLL / \\ „ J. NEW 4' WIDE H -FRAME FOR CENTURY LINK CHARLES CABINET ALBEMARLE COUNTY 3O OAK DESIGN: WAS / \ \� Z ✓Jz� 4. NEW VERIZON H -FRAME WITH METER AND DISCONNECT DRAWN: JAW \ \ 5. NEW VERIZON 12'WIDE GATE SEW: jyY TTV DATE: 05/)0(/16 \\ \\ 6. NEW VERIZON WIRELESS 9'f LF ICE BRIDGE COMM. NO. 5633-446 5 \\ 8 \\\ 7. NEW VERIZON WIRELESS COMPOUND GRAVEL SUBMITTALS SYM. DESCRIPTION DATE \\\ \ \PFELIMINARY CONSiftUCiION DRAWINGS 06/01/16 \ 8. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD \ \ Qz ENSITE DRAWINGS 03/06/17 \ \\ 9. NEW VERIZON WIRELESS 9' X 18' VEHICLE 0APPLICATION DRAWINGS 03/16/17 \ \ PARKING/TURN-AROUND FINAL APPLICATION DRAWINGS 03/27/17 REVISED FINAL APPLICATION DRAWINGS 09/05/17 \ \ \ 0 Al \ - ` SHEET NAME: �l ENLARGED SITE 1 � —-------------, GRAPHIC SCALE(S) PLAN ---- r , , FOR 22" X 34" PLOT - 1" - 5" 0 5' 10' FOR 11' X 17" PLOT - 1" = 10' F i , I 1 ------------- — --, SHEET NO.: I I C-2 1 I -- I I I 1 I I -TOP OF TOWER APPURTENANCES (UGHTNING ROD) Y ELEVATION = 116.5'± A.G.L. [526'± AMSL] TOP OF TOWER/TOP OF ANTENNAS ELEVATION = 114.5'1 A.G.L. [524'± AMSL] 0 0 REFERENCE 5 Elg NCERE IDENTIFIED AS 30" OAK -F HEI NOTE: FENCE NOT SHOWN FOR CLARITY i gr`J �✓� v� u� g �a REFERENCE TREE ELEVATION VIEW NOT TO SCALE NEW VERIZON WIRELESS VFP DEPLOYABLE NEW VERIZON WIRELESS PLATFORM ICE BRIDGE NEW VERIZON WIRELESS GENERATOR TOWER FOUNDATION DESIGNED BY OTHERS 18" MAX (6) NEW VERIZON 'WIRELESS FLUSH MOUNTED PANEL ANTENNA ELEVATION = 110'± A.G.L. 9 RAD NEW VERIZON WIRELESS OVP'S AND RRH'S ELEVATION = 100'± A.G.L. NEW VERIZON WIRELESS 115' A.G.L. MONOPOLE *HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. SEE DETAIL 2, THIS SHEET. =r,g MONOPOLE NEW ANTENNAS a 2 3/8"0 a Jgl PIPEMOUNT (TYP) F7 En' ANTENNA BRACKET VALMONT/SITEPRO 1: UWS6-NP ANTENNA MOUNT ANTENNA PLAN VIEW (111' RAD CENTER) NO SCALE - - - L L 30" Max — - — -: -_ --- FINISHED GRADE 9 TOWER AMSL,,[-, _ ELEVATION = [409'-6-±] AMSL NO SCALE TOWER BOLTS (TYP) x M�: ENLARGED VIEW NO SCALE 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. MONOPOLE, ANTENNAS, MOUNTS AND ALL NEW GROUND EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, SHERWIN WILLIAMS (#6090) JAVA BROWN 4. NO POINT ON THE BACK OF THE ANTENNA SHALL BE MORE THAN 18 INCHES FROM THE FACE OF THE MONOPOLE, AS DETAILED IN THE ANTENNA PLAN VIEW PROVIDED ON THIS SHEET 5. ALL VERTICAL CABLES, WIRES, AND SIMILAR ATTACHMENTS SHALL BE RUN VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE I ANTENNA NOTES I ter' CLARKNEXSEN verizon 1831 RADY COURT RICHMOND, VA 23222 [4krIv'T I I oi"' JUSTIN Y. YOON Lie. No. 42897 Oi\r-�I v SITE INFO.: SHADWELL RAW LAN D 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: JYY DRAWN: WMD REVIEW: JYY TTV DATE: 05POQ16 COMM. NO. 5833-446 SUBMITTALS SYM. DESORPTION DATE L1\ PREUNINARY CCNSIRUCTION DRAWINGS 05/01/1E ENSITE DRAWINGS 03/06/7; PLICATION DRAWINGS 03/16/1 L4 L FINAL APPLICATIDN DRAWINGS 03/27/1; REVISED FINAL APPLICATION DRAWINGS 09/05/1 AT SHEET NAME: ELEVATION VIEW 1. ANTENNAS WILL BE INSTALLED USING A MODIFIED FLUSH -DESIGN WITH LOW -PROFILE MOUNTING BRACKETS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON SHEET NO.: AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - COMMSCOPE JAHH-55C-R3B DIMENSIONS - 95.7"(H) X 13.8"(W) X 8.2"(D) C-3 E CONTRACTOR TO CONFIRM WITH VERIZON WIRELESS CONSTRUCTION MANAGER FOR THE LATEST RF WORKSHEET PRIOR TO INSTALLATION verizonv' RF Engineering 9 9 Leasing & Construction Configuration Sheet Market Charlottesville, VA NA083 Coordinates: 3MO-38.84 N 78-22.41.11 W Name SHADWELL NAD83 Degrees. 38.010789 -78.378087 Location Structure Height (Feet): 87 Grnd El, Ft.) 403.2 NWF ID 1437878 Tower Type: IMonopole Twr AGL Ft. 0 Address 3492 Richmond Road Tower Owner: N/A Keswick,VA,22947 Call # 9 ASR# 10 FAA Study# Reason for Issue: Newbuild Notes: Total 6 Antennas. (6) JAH's. (9) RRH's 2 HybriOex Cables & 2 OVP's H . Proposed configuration: (6) Total antennas; Install (3) 700/850/AWS Antennas & (3) 7001850/PCS Antennas on a Hexagonal Mount. Add (9) 60 Watt RRH's for 700, AWS & PCS below the Antennas as shown Statement of Work: In the summary table below. Actor I # of Fiber 9 of collat Size of FiberlCoal r oxer RRH Alpha 0 1-518- 0 0 3 Beta 2 0 1-818' 0 0 3 Gamma 0 1-5/8" 0 0 3 oto Joe Nekambuza RF Engineer 6/6/2016 Performance Engineer Supervisor ANTENNA POSITION PLUMBING DIAGRAM PER SECTOR X / \ X \ XXXX XXL X X, a X XXlx XXX XX`, X 1 IIW WRH .' T- 7-1 -700 AutrleAl .,. TAW MN: aau 1100 MNa 8W -- db CLARK_NEXSEN____ 1111 E. Main Street, Suite 1905 Richmond, VA 23219 804.644.4690 vermaxii, 1831 RADY COURT RICHMOND, VA 23222 FOR INFORMATIONAL PURPOSES ONLY Srn INFO.: SHADWELL RAW LAN D 3646 RICHMOND RD KESWICKr VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 051M16 COMM. NO. 5833-446 SUBMITTALS SM. DESCRIPTION DATE Q PRELIMINARY CONSTRUCTION DRAWINGS 06/01/16 ENSITE DRAWINGS 03/06/17 Q PPLICATIDN DRAWINGS 03/16/17 Q FINAL APPLICATIDN DRAWINGS 03/27/17 RENSED ANAL APPLICATION DRAWINGS 09/05/17 Al SKEET WE: RF WORKSHEET SHEET NO.: C -3A E r ®LEASE NOTES EROSION AND SEDIMENT o' = CONTROL NOTES CLARKNEXSEN- 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY r I RIGHT-OF-WAY i. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE r. 2. NEW VERIZON WIRELESS 1600 SF LAND SPACE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM C 04. .3a 1,_ STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION AND 2 / pp �! -\ ®CONSTRUCTION NOTES SEDIMENT CONTROL REGULATIONS (9VAC25-840). i� 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE / p01 i 1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESSROAD PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. v r; zone /__ OQ_- - 3. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL <� �� \� STABILIZATION TO ALL DENUDED OR DISTURBED AREAS WITHIN 7 t / DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE 1831 RADY COURT SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED RICHMOND, VA 23222 AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE MATERIAL ON AREAS ORLY BE APAVEDATION Of GRAVEL BASE op \ \ O REFERENCE TREE 4 THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL j �A 0,30 01 MEASURES EVERY 2 WEEKS AND AFTER EACH RUNOFF PRODUCING A' y \ RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE O (23JJ EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP Nsml� Y. YOON \ \ OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR u y 1 AND SHALL BE MADE IMMEDIATELY. Lic. No. 42897 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION � a , VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION lj ENTRANCE (VESCH STD. & SPEC. 3.02) OR AN APPROVED (J \ COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED iff O 1 - QO,� FROM PAVED AREAS ON A DAILY BASIS. 5`Srj��,,� I " i 6. NO STOCK PILES OF SOIL ALLOWED ON SITE. S 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO i CONTROL DUST INCLUDING BUT NOT LIMITED TO USE OF WATER, MULCH OR CHEMICAL DUST ADHESIVES AND CONTROL OF I J CONSTRUCTION SITE TRAFFIC. s1rENEo.: --- { I 8. EFFLUENT FROM DE -WATERING OPERATIONS SHALL BE FILTERED SHADWELL I I L0D OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, I N OR BOTH, AND CHARGED IN A MANNER THAT DOES NOT �J 1 ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. RAWLAN D 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND Irk' of MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED jNECESSARY BY THE PLAN APPROVING AUTHORITY. 3646 RICHMOND RD oL 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE KESWICK, VA I NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE 22947 STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES ( SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL I 1 BE SPREAD AND SEEDED. Al DEMARLE COUNTY --------------- GRAPHIC SCALE(S) SHEET NO.: FOR 22" X 34" PLOT - 1" = 10' 0 5' 10' 20C-4 FOR 11" X 17" PLOT - i" = 20' DESIGN: JYY DRAWN: WMD REVIEW: JYY E & S LEGEND TTV DATE: 05f= 16 COMM. NO. 5833-446 SUBMITTALS — DIRECTION OF OVERLAND FLOW —SF— SILT FENCE PS PERMANENT SEEDING — GRASS SWALE CENTERLINE —LOD— LIMITS OF DISTURBANCE 8.0% SLOPE PERCENTAGE - H 551.4 SPOT ELEVATION — TIP — TREE PROTECTION - — — - NEW GRADING LINE NM• DESCRPTION DATI Z�l PRELIMINARY CONSTRUCTION DRAWINGS 05/01/ 1� ENSITE DRAWINGS 03/06i 0 APPLICATION DRAWwcS 03/rV Z FINAL APPLICATION DRAWINGS 03/27/ REVISED FINAL APPLICATION DRAWINGS 00/05/ 0 0 SHEET l,IM}E: GRADING PLAN GRAPHIC SCALE(S) SHEET NO.: FOR 22" X 34" PLOT - 1" = 10' 0 5' 10' 20C-4 FOR 11" X 17" PLOT - i" = 20' ® LEASE NOTES 1. NEW VERIZON WIRELESS 20' INGRESS/EGRESS AND UTILITY RIGHT-OF-WAY 2, NEW VERIZON WIRELESS 1600 SF LAND SPACE I ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD kv 409 / I 10 / \ i t CLARKNEXSEN verizon 1831 RADY COURT RICHMOND, VA 23222 - �Lrti o� JUSTIN Y,YOO Lie. No. 42397 ION tt, . Baa SffE INFO.: SHADWELL RAW LAN D 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 05tM16 COMM. NO. 5833-446 N SUBMITTALS SYM. DE50UPTION DAT PRELIMINARY CONSTRUCTION DRAWINGS 06/011 Q ENSITE D:IAWN35 03/06, /3 APPLICATION DRAWINGS 03/16, Q� FINAL APPLICAI ION DRAWINGS 03/27, As REVISED FINAL APPLICATION DRAWINGS 09/05, SHEET WE: ENLARGED GRADING PLAN I GRAPHIC SCALE(S) I FOR 22" X 34" PLOT - 1" = 5' 0 5' 10 SHEET NO.: FOR 11" X 17" PLOT - 1" = t0' C -4A 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TRENCH UPSLOPE ALONG THE LINE OF TO THE POSTS. POSTS. MAX MESH SPACING 12 1/2 GAUGE MIN ➢ � - 6" MAX - N STEEL OR WOOD' POST -IMBED 3' !i; 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC �` y�ll GROUND LINE WIRE TEMPORARY SILT FENCE NO SCALE DRIP LINE ,\ NOTES: 1. DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" KES AT 4' C.C. 2. REFER TO STD & SPEC 3.38 (VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, DCR 1992) 3. PROTECTED TREES SHALL BE FIELD IDENTIFIED PRIOR TO LAND DISTURBING ACTIVITIES AND PROTECTION DEVICES WILL BE INSTALLED AROUND SPECIFIC TREES AND IN OTHER IN LOCATIONS AS SHOWN ON THE PLANS. 4. TREE PROTECTION DEVICES SHOULD EFFECTIVELY PROTECT THE ROOTS, TRUNK, AND TOPS OF TREES FROM DAMAGE AND MAY INCLUDE PRODUCTS SUCH AS SNOW FENCE, BOARD FENCE, OR OTHER TYPE OF PLASTIC FENCING. THE LOCATION OF PROTECTION FENCING IS GENERALLY AROUND THE PERIMETER OF THE TREE FOLLOWING THE DRIP EDGE, OR CANOPY LINE OF THE TREE. 5. FENCING SHALL BE MAINTAINED DURING CONSTRUCTION AND REMOVED BY THE CONTRACTOR ONCE THE SITE CONSTRUCTION WORK HAS BEEN COMPLETED. 6. TREES TARGETED FOR PROTECTION WHICH ARE ACCIDENTALLY DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH THE PROCEDURES DESCRIBED UNDER MAINTENANCE (SECTION 14b) OF THE STANDARD & SPECIFICATION 3.38. TREE PROTECTION NO SCALE TABLE 3.31-B (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS Minimum Care Lawn �EEQ 95-100 0-5 0-5 (Commercial or APPLICATION DATES SPECIES APPUCATION RATES Hiah-Maintenance Tall Fescue TOTAL: 200-250 lbs 50/50 Mix of Annual Ryegrass (folium "A'''', 190 Sept. 1 -Feb. 15 multi-florum) & Cereal (Winter) Rye 50-100 (lbs/acre) Red Top Gross or Creeping Red Fescue 2 lbs 20 Ibs less (Secole cereale) Sesional Nurse Crop Total: 150 lbs Feb. 16 -Apr. 30 Annual Ryegrass (folium multi-florut5600-(Its/acre) 100 (Ibs/acre) Red Top Grass or Creeping Red Fescue 2 lbs 20 lbs May. 1 -Aug. 31 German Millet 20 lbs Crownvetch Total: 150 lbs 1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association FERTILIZER & LIME are approved by VCIA. A current turfgrass variety list is available at the local County Extention office or through VCIA at 804-746-4884 or at Apply 10-10-10 AIER11LIZER at a rate 450 lbs./acre (or 10 Ibs./1,000sq ft 2- Use seasonal nurs crop in accordance with seeding dates as stated below: February 16th - April ........................ Annual Rye Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons/acre August 16th - October ..................... Annual Rye November - February 15th .............. Winter Rye (or 90 lbs./1,000 sq ft) September use hulled seed, all other periods, use unhulled Sericea). If Flotpea is used, increase to 30 lbs/acre. If weeping lovegrass is used, including in any slope or low NOTE: 1 - A soil test is necessary to determine the actual amount of lime required to adjust LIC. N0. 42897 AV AV �� j/.L 7/1-7 INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION (1992). coNSTRucrloN PHASE: MAINTENANCE INSTRUCTIONS the soil pH of site. 6. PERFORM SITE CLEARING TO THE LIMITS SHOWN ON THE PLANS, 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE �� 2 - Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or 7. ROUGH GRADE THE SITE. INSPECTOR WILL EVALUATE THAT EACH MEASURE IS CONSTRUCTED by other means. AND S. INSTALL PERMANENT SEED, MULCH AND FERTILIZER OVER OTHER SPECIFICATIONS ACCORDINGNED O MINIMUM NS OF THEVESCHHANDBOOK.NDBOOK. ADSUMMARY OF THE ARDS AND AREAS NOT RECEIVING GRAVEL, INSPECTION ITEMS INCLUDE THE FOLLOWING: SUE INFO.: SHADWELL 3 - When applying Slowly Available Nitrogen, use rates available in Erosion & sediment DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN 10. INSTALL BELOW -GROUND UTILITIES. THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE Control Technical Bulletin A. 2003 Nutrient Management for Development Sties at TOP OF THE BARRIER TO REDUCE PRESSURE ON THE FENCE AND http /www dcr state va us/sw/e&s htm#pubs RAINFALLS. - TABLE 3.32-E (Revised June 2003) PERMANENT SEEDING SPECIRCATIONS FOR PIEDMONT AREA • Apply 10-20-10 fertilizer at a rate of 500 Ilbs./acre (or 12 lbs,/1,000 sq. ft.) • Apply Pulverized Agricultural Limestone to a rate of 2 tons/acre (or 90 lbs./1,000 sq. ft.) NOTE: -A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of the site. -Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means. -When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.html#pubs EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE LAND USE SPECIES APPLICATION PER ACRE Minimum Care Lawn Tall Fescue Perennial Ryegrass 95-100 0-5 0-5 (Commercial or Residential) Kentucky Bluegrass TOTAL: 175-200 lbs Hiah-Maintenance Tall Fescue TOTAL: 200-250 lbs Lawn "A'''', 190 Tall Fescue 128 lbs General Slope (3:1 or Red Top Gross or Creeping Red Fescue 2 lbs 20 Ibs less Sesional Nurse Crop Total: 150 lbs Tall Fescue 108 lbs LOW -Maintenance Slope Red Top Grass or Creeping Red Fescue 2 lbs 20 lbs (Steeper Than 3:1) Sesional Nurse Crop 20 lbs Crownvetch Total: 150 lbs 1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extention office or through VCIA at 804-746-4884 or at http://sudancses.vt.edu html/Turf/turf/publications/publications2/htm1 2- Use seasonal nurs crop in accordance with seeding dates as stated below: February 16th - April ........................ Annual Rye May 1st - August 15th ....................... Foxtail Millet August 16th - October ..................... Annual Rye November - February 15th .............. Winter Rye 3- Substitute Sericea Lespedezo for Crownvetch east of Farmville, VA (May through September use hulled seed, all other periods, use unhulled Sericea). If Flotpea is used, increase to 30 lbs/acre. If weeping lovegrass is used, including in any slope or low maintenance mixture during warmer seeding periods, increase to 30-40 lbs/acre. • Apply 10-20-10 fertilizer at a rate of 500 Ilbs./acre (or 12 lbs,/1,000 sq. ft.) • Apply Pulverized Agricultural Limestone to a rate of 2 tons/acre (or 90 lbs./1,000 sq. ft.) NOTE: -A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of the site. -Incorporate the lime and fertilizer into the top 4-6 inches of the soil by disking or by other means. -When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.html#pubs EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE . C_L_A R_K NE. X S E N_- _ PRE -CONSTRUCTION PHASE. 20. COMPLETE FINAL SITE RESTORATION WORK AND VERIFY THATMain 1. CONDUCT A PRE -CONSTRUCTION MEETING BEFORE FINAL STABILIZATION (PERMANENT VEGETATION OR GRAVEL) IS LAND -DISTURBING ACTIVITIES ARE INITIATED. ACHIEVED OVER PREVIOUSLY -DISTURBED AREAS. "A'''', 190 2. FIELD SURVEY THE LIMITS OF DISTURBANCE. 21. PERFORM PRE -FINAL SITE INSPECTION PRIOR TO REMOVING TEMPORARY ESC MEASURES. 3. CLEARLY DESIGNATE AND PROTECT AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE AS BUFFER ZONES. 22. FOLLOWING APPROVAL, REMOVE TEMPORARY ESC MEASURES (SILT 4. INSTALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES FENCE, TREE PROTECTION, ECC) AND DISPOSE OF ALL MATERIAL (SILT FENCE). OFFSITE. ■ Vel"IZOf1 23. FOLLOWING SITE RESTORATION, THE ESC INSPECTOR SHALL 5. INSTALL TREE PROTECTION AS SHOWN ON PLAN. PERFORM A FINAL SITE INSPECTION. 1831 RACY COURT NOTES: NOTES: RICHMOND, VA 23222 * THE PRE -CONSTRUCTION MEETING SHOULD DISCUSS THE ESC * PERMANENT VEGETATION IS CONSIDERED ESTABLISHED IF A GROUND MEASURES, METHODS OF INSTALLATION, SEQUENCE OF OPERATION, COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE, MAINTENANCE, AND INSPECTIONS WITH THE ESC INSPECTOR. AND WILL INHIBIT EROSION. * IF CONSTRUCTION DOES NOT COMMENCE FOR 180 DAYS FOLLOWING * TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE�y' THE PRE -CONSTRUCTION MEETING, OR IF THE PROJECT IS DORMANT REMOVED ONLY AFTER CONSTRUCTION HAS BEEN COMPLETED, FINAL FOR 180 DAYS DURING THE CONSTRUCTION PHASE, A NEW STABILIZATION HAS BEEN ACHIEVED, AND PERMANENT EROSION AND PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO RESTARTING SEDIMENT CONTROL MEASURES HAVE BEEN DETERMINED TO BE CONSTRUCTION. FUNCTIONING CORRECTLY AS APPROVED BY THE ESC INSPECTOR. T( \�r�il 0 �r rX�y JUST Ni Y. MOON * 'LAND DISTURBING ACTIVITIES" INCLUDE ALL MAN-MADE CHANGE TO THE LAND SURFACE THAT POTENTIALLY CHANGES ITS RUNOFF CHARACTERISTICS INCLUDING CLEARING, GRADING OR EXCAVATION. * ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE LIC. N0. 42897 AV AV �� j/.L 7/1-7 INSTALLED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION (1992). coNSTRucrloN PHASE: MAINTENANCE INSTRUCTIONS VA �5 r �,1=��{��`> S I0� �0 . . 6. PERFORM SITE CLEARING TO THE LIMITS SHOWN ON THE PLANS, 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE �� INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE 7. ROUGH GRADE THE SITE. INSPECTOR WILL EVALUATE THAT EACH MEASURE IS CONSTRUCTED AND S. INSTALL PERMANENT SEED, MULCH AND FERTILIZER OVER OTHER SPECIFICATIONS ACCORDINGNED O MINIMUM NS OF THEVESCHHANDBOOK.NDBOOK. ADSUMMARY OF THE ARDS AND AREAS NOT RECEIVING GRAVEL, INSPECTION ITEMS INCLUDE THE FOLLOWING: SUE INFO.: SHADWELL 9. COMPLETE FINAL GRADING. 2. SILT FENCE SHALL BE INSPECTED FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN 10. INSTALL BELOW -GROUND UTILITIES. THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE RAWLAND TOP OF THE BARRIER TO REDUCE PRESSURE ON THE FENCE AND 11. PLACE GRAVEL OVER DRIVEWAY AND IN THE COMPOUND AREA. ALLOW ENOUGH SPACE FOR ACCUMULATION FROM FUTURE RAINFALLS. 12. ENSURE THAT ALL DISTURBED, BARE -SOIL AREAS ARE STABILIZED 3646 RICHMOND RD WITH EITHER GRAVEL OR SEEDING TO ESTABLISH VEGETATION. 3. TREE PROTECTION DEVICES SHALL BE INSPECTED FOR DAMAGE OR MISSING COMPONENTS. REPAIRS SHALL BE MADE OR ADDITIONAL KESWICK, VA 13. INSTALL WOOD FENCING. FENCING INSTALLED IF NECESSARY. DAMAGED TREES SHALL BE 22947 MAINTAINED IN ACCORDANCE WITH THE PROCEDURES IN THE 14. INSTALL WIRELESS COMPONENTS: STRUCTURAL, MONOPOLE (BY EROSION AND SEDIMENT CONTROL MANUAL. OTHERS), SHELTER, ELECTRICAL ETC. 4. REAPPLY SEED, MULCH AND FERTILIZER IN AREAS WHERE ALBEMARLE COUNTY DESIGN: NOTES: TEMPORARY SEEDING SEEDLING EMERGENCE IS POOR OR WHERE * FOLLOWING APPROVAL OF THE ESC MEASURES BY THE ESC EROSION OCCURS, AS SOON AS POSSIBLE, DO NOT MOW THE INSPECTOR, CLEAR ONLY THE LIMITS OF DISTURBANCE. NO ONSITE AREAS WHERE TEMPORARY SEEDING IS PRESENT, AND PROTECT DISPOSAL OF TREES, BRUSH OR OTHER DEBRIS IS PERMITTED. FROM TRAFFIC AS MUCH AS POSSIBLE. DRAWN: REVI CAV: TTV DATE: 05/)OVI6 COMM. NO. 5833-446 *5. PERMANENT SEEDING SHALL BE INSPECTED FOR FAILURE AND IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED, INSTALL SEED; REPAIRS SHALL BE MADE WITHIN THE SAME PLANTING SEASON, IF MULLCHCH,, AND FERTILIZER TO ESTABLISH PERMANENT VEGETATION. POSSIBLE. 16. RE-EVALUATE PLANTING MATERIALS, QUANTITIES ONGOING ACTIVITIES: OF LIME, AND FERTILIZER IF INADEQUATE COVERAGE IS PRODUCED. SUBMITTALS SYM. DESCRIPTION DATE PRELIMINARY CONSTRUCTION DRAWINGS 06/01/16 15. PERFORM ESC INSPECTION ACTIVITIES BY QUALIFIED PROFESSIONAL AS REQUIRED. t ENSITe DRAWINGS 03/o6/17 tAPPLICATION DRAWINGS 03/16/17 Qa FINAL APPLICATION DRAWINGS 03/27/17 16. PERFORM MAINTENANCE OF ESUS INCLUDING: SILT FENCE, TREE 0 REVISED FINAL APPLICATION DRAWINGS 09/05/17 0 PROTECTION & SEEDED AREAS AS REQUIRED. 17. MITIGATE AREAS OF CONCENTRATED RUNOFF THAT COULD POTENTIALLY CAUSE EROSION, IF ENCOUNTERED, SHEET NAME: 18 INSTALL DDSEDIMENTCTIESSARY TO PREVENT DISCHARGE OF O OFFSITE AREAS DETAILS 19. DISPOSE EXCAVATED MATERIAL OFFSITE. NOTES: * STAGING AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE IS NOT PERMITTED. * INSTALL SILT FENCE AT 10'LATERALLY FROM THE TOE OF SLOPE AROUND ALL STOCKPILES. * DISPOSAL OF EXCAVATED MATERIAL OUTSIDE OF THE LIMITS OF DISTURBANCE IS NOT PERMITTED. SITE RESTORATION ACTIVITIES: rb�4B ® CONSTRUCTION NOTES 1. GATE, CORNER, END OR PULL POST 6" X 6" TREATED LUMBER SPACING FOR LINE POSTS IS 8'-0" CE 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 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 (4000 PSI) VARIES - SEE PLAN 8'-0" TYP BETWEEN EACH LINE POST 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). NOTE: FENCE TO BE STAINED TO JAVA BROWN COLOR SIMILAR TO NEW MONOPOLE. I � NO EXTERIOR FACILITY TRESPASSING SIDE SIDE 3 1 I I LATORS WILL BEO hm PROSECUTED 11 l 1 NO -TRESPASSING SIGN 18" HIGH X 24" WIDE (OPERATIONS PROVIDED) SIGNAGE NOTES 1. SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT PRESSED METAL, AND PAINTED WITH LONG LASTING UV RESISTANT COATINGS. 2. SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE MOUNTED TO THE TOWER, GATE, AND FENCE USING A MINIMUM OF 9 GAUGE ALUMINUM WIRE. HOG RINGS (AS UTILIZED IN FENCE INSTALLATIONS) OR BRACKETS WHERE NECESSARY. BRACKETS SHALL BE OF SIMILAR METAL AS THE STRUCTURE TO AVOID GALVANIC CORROSION. 3. VERIZON WIRELESS SITE ID SIGN SHALL BE MOUNTED ON OUTDOOR EQUIPMENT AS DIRECTED BY VERIZON WIRELESS CONSTRUCTION MANGER. TWO-SIDED TAPE SHALL BE UTILIZED AT EACH CORNER ON THE BACKSIDE TO AID PLACEMENT UNIT ADHESIVE SETS. WHITE BACKGROUND W/RED LETTERING EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL A. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS, THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK, AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED, THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL CONDITION. B. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION NO SCALE FCC TOWER REGISTRATION N0. WHITE BACKGROUND xxxxxXX W/BLACK LETTERING )FCC REGISTRATION SIGN TYPICAL SIGNS AND SPECIFICATIONS NO SCALE 4 C L_A_RK N E_ X S_E_N__ Verizon 1831 RACY COURT RICHMOND, VA 23222 JUSTM Y. 00IN Lie. No. 42897 �kkl�'IONAL `Q SITE INFO.: SHADWELL RAW LAN D 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 6 SYM. DESCRIPTION DATE �i (TYP) t� PRELIMINARY CONSTRUCTION DRAWINGS 06/01/16 ENSITE DRAWINGS 03/06/17 COMPOUND FENCE DETAIL FINAL APPLICATION DRAWINGS 03/27/17 /�^a /'\ REVISED RNAL APPLICATION DRAWINGS 09/05/17 NO SCALE IN CASE OF EMERGENCY WHITE BACKGROUND INFORMATION--W/WHITE GREEN BACKGROUND W/BLACK LETTERING LETTERING CONTACT: 800-852-2671 SITE: THIS IS AN ACCESS POINT TO AN N0. 57 COARSE AGGREGATE AREA WITH TRANSMITTING ANTENNAS. (3' MINIMUM) 1" MIN. ABOVE WHITE BACKGROUND EXISTING GRADE OBEY ALL POSTINGS AND BOUNDARIES BEYOND THIS POINT W/BLACK LETTERING 12' WHITE BACKGROUND CALL VERIZON WIRELESS AT 1-600-264-6620 FOR MORE INFORMATION. W/RED LETTERING EXISTING 1 1/2" PER 6' OF SLOPE GRADE 1 1/2" PER 6' OF SLOPE WHITE BACKGROUND STATE: SWITCH: o,'Cpo'or gam` -p"P r 1J"�7"027°„' verizon W/BLACK IEFTERING SITE ID. 5 1/2” MINIMUM % ;' VerizoWHITE � BACKGROUND AT CROWN ,/�; W/RED LETTERING WHITE BACKGROUND W/BLACK LETTERING '� VERIZON WIRELESS -SITE ID SIGN � � INFORMATION SIGN COMPACT ROAD BASE GEOTEXTIII-E FABRIC WHERE 18" HIGH X 24" WIDE 18" HIGH X 24" WIDE MATERIAL REMOVE ORGANIC REQUIRED. VERIFY WITH (OPERATIONS PROVIDED) (OPERATIONS PROVIDED) MATERIAL (3" MINIMUM) CONSTRUCTION MANAGER PRIOR TO BID EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL A. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS, THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK, AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED, THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL CONDITION. B. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION NO SCALE FCC TOWER REGISTRATION N0. WHITE BACKGROUND xxxxxXX W/BLACK LETTERING )FCC REGISTRATION SIGN TYPICAL SIGNS AND SPECIFICATIONS NO SCALE 4 C L_A_RK N E_ X S_E_N__ Verizon 1831 RACY COURT RICHMOND, VA 23222 JUSTM Y. 00IN Lie. No. 42897 �kkl�'IONAL `Q SITE INFO.: SHADWELL RAW LAN D 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 6 SYM. DESCRIPTION DATE G PRELIMINARY CONSTRUCTION DRAWINGS 06/01/16 ENSITE DRAWINGS 03/06/17 oPLICATION DRAWINGS 03/16/17 FINAL APPLICATION DRAWINGS 03/27/17 /�^a /'\ REVISED RNAL APPLICATION DRAWINGS 09/05/17 SHEET NAME: FENCE AND SINGAGE SHEET NO.: C-5 STAINLESS STEEL BAND MONOPOLE # 2 JACKETED, STRANDED COPPER WIRE TO TWO HOLE LUGS ON BOTH ENDS. ICE BRIDGE CHANNEL EXTENSION KIT #2 GREEN BONDING JUMPER VARIES 6'-0" MAX GRIP STRUT PLANK CONNECTION DETAIL THIS SHEET GROUND BAR CLAMPED TO MONOPOLE UNDER ACCESS PORT I G SOLID TINNED COPPIR, CADWELD TO GROUND BAR 3/4" PVC CONDUIT COAXIAL CABLE PIPE 3 STD COLUMN (TYP) GPS NOTE: ICE BRIDGE DETAIL IS INTENDED TO BE REPRESENTATIVE, SHOWING TYPICAL ICE BRIDGE CONSTRUCTION. DETAIL IS NOT INTENDED TO SHOW JOB SPECIFIC DIMENSIONS FOR CONSTRUCTION. #2 AWG SOLID TINNED COPPER TO EQUIPMENT GROUND RING (TYP) #2 (STANDARD CABLE) BRIDGE GROUND 3/4" PVC G CONDUIT G I I { I I I w #2 AWG GROUND CONNECTION (TP) VARIES 3'-0" MAX #2 (STANDARD CABLE) BRIDGE GROUND � 3/4" PVC CONDUIT I— DEPLOYABLE PLATFORM BY VFP, INC. SEE SHEET I A-, I I I I I i I I OUTDOOR I EQUIPMENT ! OVP D CONCRETE EQUIPMENT #2 AWG GROUND PAD A CONNECTION ICE BRIDGE DETAIL (nP) FOR 22" X 34" PLOT - 3/4" = 1'-0" 0 8" 1' 2' FOR 11" X 17" PLOT - 3/8" = V-0" GPS r—� ANTENNA 1/2"0 THREADf 12" LONG (4 ICE BRIDGE PIPE COLUMN PIPE 1 STD, 24" LONG SADDLE CLAMPS, TYP GPS ANTENNA MOUNTING BRACKET FOR 22"X 34" PLOT - 1 1/2" = 1'-0" O 3" 6" g" 1' FOR 11" X 17" PLOT - 3/4" = 1'-0" ICE BRIDGE PIPE COLUMN GRIP STRUT �II PLANK TYP. 1/2° U -BOLT (TfP)(GALV) L3x3x1/4 (TYP)(GALV) GRIP STRUT PLANK CONNECTION DETAIL FOR 22" X 34" PLOT - 1 1/2" = 1'-0" O 3" 6" g" 1' FOR 11" X 17" PLOT - 3/4" = 1'-0" 24" WIDE 12 GA 3" DEEP GRIP STRUT 2'-3 1/2" DIAMOND PLANK OR Ir SECTION -ICE BRIDGE A -A FOR 22" X 34" PLOT - 1" = V-0" 0 6" 1' FOR 11" X 17" PLOT - 1/2" = 1'-0" o C_L_A__R K NE X S_E_N__ -1 1 t E. N13 n Street, Suite; OS verizon� 1831 RADY COURT RICHMOND, VA 23222 0p JUSTIN Y. YOQN Lie. No. 42897 e� 31,1.-711-7 C� ONA I, WE INFO.: SHADWELL RAW LAN D 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TFV DATE: 05/XX/16 SUBMITTALS SYN. DESQUPTION DATE PRELIMINARY CONSTRUCION DRAWINGS 06/01/16 FNSITE DRAWINGS 03/06/17 APPLICATION DRAWINGS 03/16/17 FINAL APPLICATION DRAWINGS 03/27/17 �a /s\ REVISED FINAL APPLICATION DRAWINGS 09/07/17 SHEET NAME: ICE BRIDGE DETAILS SHEET NO.: C-6 R_PRESEPITING ,TiS SHOWN IN RED TO BE INSTALLFB BY CONTRACTOR. GPS COAX GROUNDING PIGTAIL ATTACHED TO CST GROUNDING PIGTAIL ATTACHED TO G81 (TYR OF 2) B Q a� D1 1 � 6 oI o a l E 3" LFMC A 1 B L C I� D L IL E F I' _ -GFCI RCPT ZPL 2" IMC TO EQUIP. _ OPTIONAL CABINET FOR RECTIFIER �" RRH (TYP) ._ I CKTS - ,,L I 1 ," IMC TO EQUIP. CABINET FOR ALARMS 1/2" IMC 70 EQUIP. CABINET FOR FIBER GROUNDING PIGTAIL ATTACHED TO GB2 GROUNDING PIGTAIL (TYP OF 2) ATTACHED TO ILC (1)3"0 CONDUIT TO POWER SERVICE PLATFORM PLAN �� SCALE: N.T.S. �� GROUNDING NARRATIVE. 1, INSTALL PLATFORM GROUND RING. 2. PROVIDE 18 GROUNDING PIGTAILS. REFER TO PLATFORM PLAN FOR LOCATIONS. 3. ALL GROUNDING PIGTAILS SHALL BE #2 AWG SOLID TINNED, UNLESS OTHERWISE NOTED. ALL PIGTAILS SHALL BE 10' LONG AND TYWRAPPED. 4. ALL GROUNDING PIGTAILS SHALL BE BONDED TO PLATFORM GROUND RING. - GROUNDING PIGTAIL -ATTACHED TO GENERATOR (TYR OF 2) /- 1-1/2" IMC FROM GEN. TO EQUIP. CABINET FOR MONITOR & CONTROL WHEN SITE MONITOR IS UTILIZED 50" LIFT OFF DOOR D 1 �LT-FLEX TO GEN. CGROUNDING PIGTAIL GROUNDING PIGTAIL ATTACHED TO PLATFORM ATTACHED TO TELCO BOX (TYP AT EACH CORNER OF PLATFORM) (2)2"0 CONDUITS TO f\ FIBER DEMARC. VFP STEEL PLATFORM SELECTION PLATFORM TYPE': GROUND LEVEL STEEL PLATFORM (GLES) PLATFORM SIZEZ: 9'-4" X t6'-0" (3 CABINETS W/ GENERAT,) VZWA-9,4x16-GLSP-3 GENERAL OPTIONS TELCO/FIBER DEMARCATION BOX (24"x24"x6") VZ-DEMAR BOX PLATFORM LENGTH GROUNDING PIGTAIL ATTACHED TELCO/FIBER BOX AC POWER RECEPTACLE VZ -RCPT -TELCO BOX -4" � 3'-4" TO BACKSIDE OF CABINETS OF 2 FOR EACH CABINET) 4 STEPS - ANTI SLIP TREAD (1 STEP)3 VZ -FLIP STEP SAFETY CHAIN ASSEMBLY FOR ENTRANCE° N/A �(TYP GROUND BAR FOR RRH'S, SEE NOTE 6 N/A GRATED STEEL PLATFORM OPTIONS PLATFORM FRAME BASE SUPPORTS VZ -PLATFORM BASE -STANDARD SAFETY RAILING OPTIONS REMOVABLE ROUND TUBULAR: 9'4"X16'5 N/A =-1---- COVERING EQUIPMENT CABINET - 3 CABINET VZ9.4X16-CNTLVR-ICE SHIELD --- --_ - '- -� - -=�- AC CIRCUIT - BATTERY CHARGER VZ -RCPT -GEN -BC AC CIRCUIT - BLOCK HEATER VZ -RCPT -GEN -BH ILC PANEL OPTIONS NEMA 3R INTERSECT: 1PH, TVSS, ATS 30 -POS AA 30OG-1PH-3R ILC INSTALLATION WITH ATS AND TVSS VZ-NEMA3-ILC-INSTALL-ATS OTHER INSTALLATION OPTIONS CHARLES BATTERY & BTS CABINET INSTALLATION I _ = Ov GPS ANTENNA & COAX INSTALL THREE WALL MOUNT OVP INSTALL BACKHAUL LOX PANEL IN BTS CABINET INSTALL GENERAL EQUIPMENT -, POWER/BATTERY 'I FUTURE BATTERY I J CABINET CABINET FF -' OVP I II 1 111 11 20 KIN _ GEN RATJR �_ 1 I A 1 B L C I� D L IL E F I' _ -GFCI RCPT ZPL 2" IMC TO EQUIP. _ OPTIONAL CABINET FOR RECTIFIER �" RRH (TYP) ._ I CKTS - ,,L I 1 ," IMC TO EQUIP. CABINET FOR ALARMS 1/2" IMC 70 EQUIP. CABINET FOR FIBER GROUNDING PIGTAIL ATTACHED TO GB2 GROUNDING PIGTAIL (TYP OF 2) ATTACHED TO ILC (1)3"0 CONDUIT TO POWER SERVICE PLATFORM PLAN �� SCALE: N.T.S. �� GROUNDING NARRATIVE. 1, INSTALL PLATFORM GROUND RING. 2. PROVIDE 18 GROUNDING PIGTAILS. REFER TO PLATFORM PLAN FOR LOCATIONS. 3. ALL GROUNDING PIGTAILS SHALL BE #2 AWG SOLID TINNED, UNLESS OTHERWISE NOTED. ALL PIGTAILS SHALL BE 10' LONG AND TYWRAPPED. 4. ALL GROUNDING PIGTAILS SHALL BE BONDED TO PLATFORM GROUND RING. - GROUNDING PIGTAIL -ATTACHED TO GENERATOR (TYR OF 2) /- 1-1/2" IMC FROM GEN. TO EQUIP. CABINET FOR MONITOR & CONTROL WHEN SITE MONITOR IS UTILIZED 50" LIFT OFF DOOR D 1 �LT-FLEX TO GEN. CGROUNDING PIGTAIL GROUNDING PIGTAIL ATTACHED TO PLATFORM ATTACHED TO TELCO BOX (TYP AT EACH CORNER OF PLATFORM) (2)2"0 CONDUITS TO f\ FIBER DEMARC. VFP STEEL PLATFORM SELECTION PLATFORM TYPE': GROUND LEVEL STEEL PLATFORM (GLES) PLATFORM SIZEZ: 9'-4" X t6'-0" (3 CABINETS W/ GENERAT,) VZWA-9,4x16-GLSP-3 GENERAL OPTIONS TELCO/FIBER DEMARCATION BOX (24"x24"x6") VZ-DEMAR BOX TELCO/FIBER BOX AC POWER RECEPTACLE VZ -RCPT -TELCO BOX FOLD DOWN LAPTOP SHELF VZ -SHELF -EXTERIOR ONE 10LB FIRE EXTINGUISHER VZ-FE-10#CO2/BOX 4 STEPS - ANTI SLIP TREAD (1 STEP)3 VZ -FLIP STEP SAFETY CHAIN ASSEMBLY FOR ENTRANCE° N/A GROUND BAR FOR OVP'S VZ-GROUND-OVP GROUND BAR FOR RRH'S, SEE NOTE 6 N/A GRATED STEEL PLATFORM OPTIONS PLATFORM FRAME BASE SUPPORTS VZ -PLATFORM BASE -STANDARD SAFETY RAILING OPTIONS REMOVABLE ROUND TUBULAR: 9'4"X16'5 N/A ICE BRIDGE OPTIONS COVERING EQUIPMENT CABINET - 3 CABINET VZ9.4X16-CNTLVR-ICE SHIELD GENERATOR INSTALLATION OPTIONS MODEL MTU 2OkW DIESEL AC GENERATOR DGC4RZC55VQM00001 AC GENERATOR INSTALLATION VZ -GEN INSTALL -AC AC CIRCUIT - BATTERY CHARGER VZ -RCPT -GEN -BC AC CIRCUIT - BLOCK HEATER VZ -RCPT -GEN -BH ILC PANEL OPTIONS NEMA 3R INTERSECT: 1PH, TVSS, ATS 30 -POS AA 30OG-1PH-3R ILC INSTALLATION WITH ATS AND TVSS VZ-NEMA3-ILC-INSTALL-ATS OTHER INSTALLATION OPTIONS CHARLES BATTERY & BTS CABINET INSTALLATION AC RECTIFIER DROPS & WIRING TO POWER PLANT GPS ANTENNA & COAX INSTALL THREE WALL MOUNT OVP INSTALL BACKHAUL LOX PANEL IN BTS CABINET INSTALL NOTES: 1. GROUND LEVEL IS THE GENERAL OPTION. IN CASES THAT ELEVATED PLATFORM IS NEEDED, ELEVATED STEEL PLATFORMS (ESP) VFP MODELS TO BE USED. 2. 9'-4"X16'-0" PLATFORMS TO BE USED. CONSULT VERIZON PROJECT MANAGER IN CASE THAT OTHER SIZES NEED TO BE USED. SEE ORDERING GUIDE FOR AVAILABLE OPTIONS. 3. NUMBER OF STEPS TO ACCOMMODATE DESIGN REQUIREMENTS. 4. SAFETY RAILING TO ACCOMMODATE DESIGN REQUIREMENTS. SUGGESTED FOR HEIGHT OF PLATFORM FROM GROUND OVER 30". 5. SAFETY RAILING TO ACCOMMODATE DESIGN REQUIREMENTS. SUGGESTED FOR HEIGHT OF PLATFORM FROM GROUND OVER 30 6 ONLY FOR 15' PLATFORM. CLARKNEXSEN 1111 F..Ml Tin S=f'-( verizon` 1831 RADY COURT MCHWO O, VA 23222 FOR INFORMATIONAL PURPOSES ONLY SITE INFO.: SHADWELL RAW LAN D 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: VFP INC. DRAWN: VFP INC. RE%AEW: VFP INC. TTV DATE: 05/)0(/16 COMM. NO, 5833-446 SUBMITTALS SYN. DFSCRIRNON DATE FREUMINARY CONSTRUCTION DRAWINGS 06/01/16 ENSITE DRAWINGS J3/06/17 QAPPLICATION DRAWINGS 03/16/17 A, FINAL APPLICATION DRAWINGS 03/27/17 �s RENSED FlNAL aPPLICAll" ORA%INC' DD/D5/17 WLAA_ SHEET NAME: VFP DEPLOYABLE PLATFORM DETAIL AND SCHEDULE SHEET NO.: A-1 12'-4" ROOF CANOPY AND ICE SHIELD �� RCH REHII II II II GENERATOR it F If II II IIII IIII II I II it RgH II I TELCO BOX ANCHOR PLATE ATTACHMENT BRACKET (TYP OF 4) o -i 1�....,, GPS 1'w.3 GROUNDING PIGTAIL GROUNDING PI (IYP OF 2)) .,I ATTACHEDGENERATOR ATTACHED TO GB �^ GBi GROUNDING PI el ATTACHED TC (TYP C GROUNDING PIGTAIL 1'-6" ole GROUNDING PIGTAIL 1'-6" ATTACHED TO G6ATTACHED TO TELCO BOX (TYP OF 2)) t GROUNDING PIGTAIL ATTACHED TO PLATFORM (TYP AT EACH CORNER OF PLATFORM) 17'-0" (MAX) PLATFORM ELEVATION W SCALE: N.T.S. ROOF CANOPY AND ICE SHIELD GROUNDING NARRATIVE: 1. INSTALL PLATFORM GROUND RING. 2. PROVIDE 18 GROUNDING PIGTAILS. REFER TO PLATFORM PLAN FOR LOCATIONS. 3. ALL GROUNDING PIGTAILS SHALL BE #2 AWG SOLID TINNED, UNLESS OTHERWISE NOTED. ALL PIGTAILS SHALL BE 10' LONG AND 1YWRAPPED. 4. ALL GROUNDING PIGTAILS SHALL BE BONDED TO PLATFORM GROUND RING. EQUIPM 12'_4" LAPTOP TABLE GROUNDING PIGTAIL ATTACHED TO BACKSIDE OF CABINETS (TYP OF 2 FOR EACH CABINET) 16'-0" 17'-0" (MAX) PLATFORM SECTION 'D' SCALE: N.T.S. 10'-1 3/4" (MAX) _ 9"-9,. GENERATOR PLATFORM ELEVATION 'B' SCALE: N.T.S. I NOTE: — ------ REMOTE RADIO HEADS ARE OPTIONAI FOR 9'-4" X 16'--0" PLATFORM 1 SITE DOES NOT REQUIRE PI_ATFORINMOUNTED REMOTE RADIO HEADS A GROUND LEVEL. 9"-9 -- GENERATOR I I I ILC PANEL I I I LAPTOP TABLE I I I I I i J I I, I I I I I4 I 9"-4" PLATFORM SECTION'C' SCALE: N.T.S. 12'-4-' PLATFORM SECTION 'E' SCALE: N.T.S. bpi CLARKNEXSEN 1111 =. ;slain Suer(. verizon 1831 RACY COURT RICHMOND, VA 23222 FOR INFORMATIONAL PURPOSES ONLY SITE INFO.: SHADWELL RAW LAN D 3646 RICHMOND RD KESWICK, VA 22947 ALBEMARLE COUNTY DESIGN: VFP INC. DRAWN: VFP INC. REVIEW: VFP INC. T V DATE: 051=16 COMM. NO. 5833-446 SUBMITTALS SYM, DESCRIPTION DATE TPRELIMINARY CONSTRUCTION DRAWINGS 06/01/16 Qz ENSITE DRAWINGS 03/06/17 PPLICATION DRAWINGS 03/16/17 Z FINAL f PLICATIDN DRAWINGS 03/27/17 as REVISED FINAL MPLICATION DRAWINGS D9/05/17 Z\ Z\ SHEET NAME: VFP DEPLOYABLE PLATFORM ELEVATIONS SHEET NO.: A-2 8 VERIZON - SHADWELL (EASTON PROPERTY) TIER II PERSONAL WIRELESS SERVICE FACILITY SITE PHOTOS Al",a -, yy' �,.. ,. �* Q r �'�+' ... ' F➢ qt x''�+- .� + V+• s .1 , r •,, , w h ": ti•,'"....:.3e*, .6 .,a ,+ .., .. a. .�E / i n1. '+ El t ) i r E T.' .. I "5 . s .3 lit;, t f. ; {"',..:+4 ; 4,,4„,,...7,,,..., e,+ay rS * }�� r 4kid �e 3L o rr.��.�,�� , . • i^(. " Site Photograph 1 —Looking north at the Site a, ^ 1" ,;�' ,,d 1*Vat q. * - _ "v x,. ," ,l''' "a3.�, . .d '4, 1� % "SF .. a +' • 41. e. fi t -a4 :-' eb�tY s,-. 0' F t y� � u , r " 'nt-'415°'. ,� �., "4H,.-A,..• 7�-.. ,,,,.11,-. 1-i,,,--;,- Site Photograph 2—Looking south at the Site Site Photographs Photographed: Verizon Wireless— Shadwell 3646 Richmond Road May 31, 2017 Keswick, VA 22947 r . .. I fl. :* :.,". ? ' . , 1 t .r1." `4R v #1 I , ° .gyp a 11� a » ' tier . ti r r:� l � • � r, S •k�.i4yi r. a yr...: "mss- +:�,�"'� .<a: 4, > , 'i t` .%k r'.:., a^. +�_ x�.. ` s w r Site Photograph 3—Looking east at the Site ►"�ra�;' + i` +^ is t „ `' U b . 4.',t f ,,$ ,. + 'i...:,,,,, ''...1, d”6r a..,i / /F C. y .a. •-• \ y�..,. .., L -...��. '1:''' .4 40.. € - „v. '4 . ; `": . 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S -'r!k r ' ,Ye --,-,-;;"-** ''''-' ,7,',1"..'"*' se ;/;: b r'2 fi 'fi- a+•�., ro . �� ` �- ' w Site Photograph 6—Looking south away from the Site Site Photographs Photographed: Verizon Wireless—Shadwell 3646 Richmond Road May 31, 2017 Keswick, VA 22947 a y 4 #� . A. , ._, ..., . ' y'' "lit '" � 'x"' d »i- 6 '", ',. 1.`.r yr :�, , > fliM^ '� ry µ '' f 7' t4,''4 'r oe W"" *e.°�' . .fit /� `"V '.v. `Z r' # i tittoi • _ y } r p. lid 9+X' ... ,• Ems' VA,,,,, y.'ni: t sem`, S T .� w� a.' Y �,' 4.- .y s+ • i Site Photograph 7—Looking east away from the Site krti "° �� -'119'x/ app ~" 1.', w • 41 s b k _ .. y • may' .l�y+�, y o-r ," u q , y �,, Iii E ,.' yrs- li''.. 41F 1 I lb* ATG `d «..} Site Photograph 8—Looking west away from the Site Site Photographs Photographed: Verizon Wireless— Shadwell 3646 Richmond Road May 31, 2017 Keswick, VA 22947 3.t • r � dx .t 'i' 3 . ry. ,. ,tt s` .,"��. Site Photograph 9—Looking north along access easement Site Photographs Photographed: Verizon Wireless—Shadwell 3646 Richmond Road May 31, 2017 Keswick, VA 22947