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HomeMy WebLinkAboutSP202200022 Plan - Submittal (First) 2022-07-27verizonp DIRECTIONS FROM GOODES BRIDGE SWITCH (2501 GOODIES BRIDGE RD., RICHMOND, VA 23224): HEAD NORM ON GOODIES BRIDGE RD TOWARD ELK RD; 0.4 MILES, TURN RIGHT ONTO US-360E; 0.2 MILES, MERGE ONTO VA-150N/CHIPPENHAM PKWY AA THE RAMP TO I-95N/POWHTIE PKWY; 0.2 MILES, MERGE ONTO VA-150N/CHIPPENHAM PKWY; 3.2 MILES, TAKE THE EXIT ONTO VA-76N/POWHITE PKWY (TOLL ROAD); 2.6 MILES, KEEP LEFT AT THE FORK TO CONTINUE ON VA-76N (TOLL ROAD): 0.9 MILES. CONTINUE ONTO I-195N: 2.2 MILES. TAKE THE I-64W EXIT ON THE LEFT TOWARD CHARLOTESMLLE; 0.6 MILES, MERGE ONTO I-64; 68.0 MILES, TAKE EXIT 116A TO MERGE ONTO US-29S TOWARD LYNCHBURG; 0.5 MILES, MERGE ONTO US-29S; 5.2 MILES, TURN RIGHT ONTO MOOREIAND LN: 174 FT. DESTINATION WILL BE ON THE LEFT. DIRECTIONS d -511E LOCATION ppl [ } LOCAL MAP N.T.S. � v n J i . NAS,eVnniQ T%.:m... i Lil .. Q Q y 3 0 el nno / 9 a 1 A, L vXXhr1ryQ v o a ® % SITE LOCATION VICINITY MAP N.Ts. F N g WALNUT CREEK PARK - TIER III - PERSQNAL WIRELESS FACILITY (NORTH GARDEN) 3750 WALNUT CREEK PARK ROAD NORTH GARDEN, VIRGINIA 22959 E911 ADDRESS YES ❑ NO PROJECT DESCRIPTION THE SITE WILL CONSIST OF OF A NEW 50'x5O' LEASE AREA AND AN 40'X40' FENCED COMPOUND. LOCATED WITHIN THE FENCED COMPOUND WILL BE A NEW 195' MONOPOLE, EQUIPMENT, GENERATOR AND H—FRAME. UTILITIES INFO: 2 WORKING DAYS EMERGENCY INFO: ® BEFORE YOU DIG JURISDICTION: TOLL POWER: DOMINION VA POWER F ALBEMARLE COUNTY 866.366.4357 TOFREE MISS UTILITY LOCAL FIRE AND RESCUE: TELEPHONE: VERIZON 434.296.5833 PROJFCT TEAM 1 757.631.0692 L434.977.9041 OCAL POLICE: REAL ESTATE: NATE HOLLAND PHONE NUMBER: 757.305.8420 ZONING: NATE HOLLAND PHONE NUMBER: 757.305.8420 CONSTRUCTION: JON KIRBY PHONE NUMBER: 540.280.9630 UTILITIES: JON KIRBY PHONE NUMBER: 540.280.9630 ENVIRONMENTAL CONSULTANT: ANDREW HENDRICKS PHONE NUMBER: 703.478.0055 REV. NO. DESCRIPTION 0 FOR ZONING ARCHTIECTDRE ANO ENGINEERING DEWBERRY ENGINEERS INC. 4805 LAKE BROOK ORNE, SUITE 200 GLEN GLEN A11ET1, VA 23060 PHONE M 804.205.3348 CONTACT: HII-ARY SIEGALL, P.E. PHONE / 804.205.3353 CONTACT: BRAD ROSE, SENIOR PROJECT MANAGER CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE GOVERNING AUTHORMES. - 2018 INTERNATIONAL BUILDING CODE (IBC) - 2017 NATIONAL ELECTRIC CODE (NEC) - 2018 NFPA 101, LIFE SAFETY CODE - MANUAL OF STEEL CONSTRUCTION, 14N EDITION - AMERICAN CONCRETE INSTITUTE - ANSI/TA-222-H - ANTENNA SUPPORTING STRUCTURES AND ANTENNAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE IBC 2018 SECTION 1609 WIND LOADS, EXCEPTION 15 REFERENCING TM-222 - LOCAL BUILDING CODE - CITY/COUNTY ORDINANCES BY DATE LMW 06/03/22 REV. NO. DESCRIPTION PROJECT SUMMARY PROPERTY OWNER. TOWER OWNER: THE BOARD OF SUPERMSORS WRIZON WIRELESS OF ALBEMARLE COUNTY MRGINIA 1831 RADY COURT 401 MCINTIRE ROAD RICHMOND, VA 23222 CHARLOTTENLLE, VA 22959 PHONE: 910.617.9293 CONTACT: DANA PELLIZZARI PROJECT INFO: CANDIDATE NAME: NORTH GARDEN APPLICANT INFO: WRIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 PHONE: 910.617.9293 CONTACT: DANA PEWZZARI PROJECT DATA: ZONING: RURAL AREA PARCEL ID: 10000-00-00-035M TAX MAP: 100/35 ACREAGE: 106.65 ACRES JURISDICTION: ALBEMARLE COUNTY SITE TYPE: RAWNND TOWER TYPE: MONOPOLE TOWER HEIGHT: 195' OVERALL HEIGHT: 199' LEASE AREA: 2500 SF AREA OF DISTURBANCE: 27,600 SF CENTER OF PROPOSED TOWER*: LATITUDE: 37 56' 04.43' N LONGTIUDE: 7d 35' 37.34- W ELEVATION: 666' AMSL -PER FAA 2C SURVEY CERTIFICATION COMPLETED BY DEWBERRY ENGINEERS, INC. DATED 05/06/22 THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC STIE AND ITS SITE CONDITIONS AND IS NOT TO BE USED FOR ANOTHER SHE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. A.D.A. COMPU"E: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS I 0 I 06/03/22 IFOR ZONING BY DATE I Dewberry Engineers Inc. OB051aka Bmk O�n. Sub IDO Glen RIIm, VA ]3090 Fmn. F1.zeo.W¢'VBW11tl.]9Il d..rCe^Ymn INDEX OF DRAWINGS SHT. NO. DESCRIPTION T-1 TTI-E SHEET G-1 GENERAL NOTES G-2 EROSION CONTROL NOTES Z-0 2ODY TOPO BOUNDARY Z-1 EXISTING CONDTIONS Z-2 OVERALL SHE PLAN Z-3 SIZE PLAN Z-4 ENLARGED SITE PLAN Z-5 ELEVATION Z-6 TREE SURVEY Z-7 GRADING AND EROSION CONTROL PLAN Z-8 EROSION & SEDIMENT CONTROL DETAILS Z-9 CONSTRUCTION DETAILS Z-10 CONSTRUCTION DETAILS Z-11 EQUIPMENT MOUNTING DETAILS p?��F,L.TH pp yip ogyp,�6LLL 1jaNn01PN161WJ[.� }p 06/03/22 yva �SSTONAL DRAWN BY: LMW REMENEO BY: BAR CHECKED BY: HGS PROTECT NUMBER: 50129319 611E ADDRESS: i750 WALNUT CREEK PARK ROAD NORTH GARDEN, VIRGINIA 22959 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL CONSTRUCTION NOTES: CONCRETE AND REINFORCING STEEL NOTES: I. ALL WORK SH41 CONFORM TO NL WRRENT APRJCABIE FEDERAL SPATE, AND L CODES, INCLUDING ANSI/EN/IM-222. AND COMPLY MIM MOM WREUSS SPECIMWONS. 2. CCMRACTOR SUL CCNTKT USS UMN (1-000-5W-7001) FOR ICEMIFIGPCN OF UNDERGRWNO UnUHIES PRIOR W START OF CIXRSMIAVCN. J. CCMRALIDR IS R6PoNSIBIE MR CWRDINATNG AL REQUIRED INSPECTIONS. 4. AL DIMENSIOW M. OF. AND ON EXBRING BUILDINGS, DRAINAGE MUMMER. AND SIZE IMPROVEMENTS SHALL BE MIRED IN MEMO BY WMACRM WM .VL DISCREPANCIES REPORTED M TIE ENGINEER. S. W NOT CHANCE SIZE OR SPACING OF SIRUCNRLL EUMEMS. & DERAIS SHOWN ME TPIDLL: SIMIWR GERMS APPLY M SIMI AR COMMONS UNLESS OMERN E NOTED. T. MOE DINWTMS W NOT INCLUDE NECESSARY COMPONENTS MR WNSMUCnM SAFETY WHICH IS ME SOLE RESPONME IIIY OF TIE CCMRKiOR. S. CCMRM:TOR SHVL SPACE MUMMER UNTIL ALL STINAMPLL EIEMEMS NEEDED FOR SOBIRM ARE INSTALLED. THESE 8UNEMS ARE AS FOLLOWS: UTERL BRACING. ANCHOR BOLTS. ETC. 9. CCMRM:TOR SHVL DETERMINE EXACT LOGTCN OF EXISTING UnUDES. DUN PIPES. VENTS. ETC. BEFORE COMMENCING WORK. 10. INCO NXMY FMRICAMD. DAMAGED. OR OTHERWISE MISFlTTNG OR NONCONFORMING LATERWS OR COMMONS SIMLL BE REPORTED M ME OWNER PRIOR TO REMEDAL OR O RECIM AOgN. ANY SUCH REMEDIAL AOpN SHAM REQUIRE WRITTEN APFROJAL BY ME OWNER'S REMEYMAME PRIOR M PROCEEDING. 11. EACH COMMUTER SHALL COOPERATE W H ME OWNER'S REMEYMAME. AND COORDINATE HIS WORK AIM ME WORK OF MR5. 12. CONMAcER SIWL REPAIR MY DAMAGE CAUSED BY CONSMUCRON OF THIS PROJECT TO LATCH EXISTNG PRE-CONSMUCRON CONDITIONS TO ME EXG FACTOR OF ME MOM WREUSS CONSTRUCWN MNAGER. 13. ALL CABUICONWR EMR2Y/EXIT ROM SWUM BE WEAMERPRCOFED DURING INST AATON USING A SIJ00NE SUYAl1I. 14. MOE EKISRNO COMMONS W NOT MATCH MODE SHOWN IN MR LULL WIRELESS I5 PUN SET. COMMA NOTIFY ENGINEER, MZON PROJECT CCNSIR ANON MANAGER, AND LANDLORD IMMECAMLY. 15. CCMRMTOR MAIL ENSURE ALL SUBANTPMi0R5 ARE PROVIDED WIM A CURRENT SET OF DRAWINGS MO SPECIFlGTONS PEAR THIS PROJECT. 16. ALL ROOF WORK SHALL BE DONE BY A OWED AND EXPERIENCED HOOFING CONDUCTOR IN COCflDIFAMNN WITH ANY WNRMCTOR WMRNRINC ME ROOF TO ENSURE TUT ME WMRMW IS WVMNNED. IT. CCMRAGNM SHML REMOVE ALL RUBBISH AND DESIRE FROM ME SITE AT ME END OF EACH MY. I8. CONTRACTOR SIWL COORDINATE WORK SCHEDULE WM IANDURD AND TAKE PRECAUTIONS M MINIMIZE IMPACT AND DISRUPTION OF OMER WCUPAHS OF ME FACHM. 19. CONTRACTOR SIWL FURNISH MUCH WREUSS WADI THREE AS -BUILT SETS OF DRAWINGS UPON C MPLLTCN OF WONT. W. ANTENNA AND GBLR ME TYPICMLY PROVIDED W MIZCN WIRELESS. PRIORTO SUBMISSION OF MD. CCMRCROR SHNL COORDINATE WADI MIZCN WREUSSM PROJECT NGER 10 DETERMINE WHAT. IF MY. ITEMS WLL BE FRO/IDED BY MOM WIRELESS. ALL ITEMS NOT PROVIDED BY VERIZON IMOUSE SHALL BE PROVIDED AND INSTALLED BY ME WNTRAX1M. WNTRALlM WILL INSRALL ALL ITEMS PROVIDED BY MOM WIRELESS. 21. PRIOR 10 SUBMISSION OF BID. CCMRAC OR WLL COORDINATE WADI MIZCN WIRE ESS PROJECT MANAGER TO DETERMINE IF MY PERMITS WILL BE ME NED BY MOM WREUSS. ALL REQUIRED PERMITS NOT OBTAINED BY MUCH WRELESS MUST BE OBTAINED. AND PAID MR. BY ME COMMUTER. 22 GENERAL CONMACTOR SHALL HAVE A UCENSED WAG WNTIYCTOR START ME WAG UNITS, SYIHpIRONIZE ME THERMWUIS, AJM AL SEMWS ON EACH UNIT ACCORDING TO MIZCN WIRELESS CONSnNAVCN MANAGER'S SPECIRGTIONS. MO THOROUGHLY TS7 AND BANCE FMN UNIT M ENSURE PROPER OPEUIKKN PRIOR TO TURNING ME SIZE OVER TO OWNER. 23. CON UCIOR SIWL INSTAL NL SITE BROWSE IN ACCORDANCE WM MUCH WREUSS SPECIFlGTONS AND REOUIRUMENIS. 24. CCMRKTOR SUL SUBMIT AL SHOP DRAWINGS W ENGINEER FOR REVIEW MD AFFROVAL PRICK TO FMRIGTpN. 25. UNLESS OIHRWNEE NOTED VERSON WREUSS SHAM PROVIDE ALL REWIRED RF MATERML FOR WNIFACTOR M IWS INCWCINO AMFNNAS. TAS. BAPS-rs, COMBINERS. PDU. DO BLOCKS, SURGE MRESIORS. CPS AMNN4 GPS SURGE MRESIOR. C JAL CABLE. 2& PRIOR TO SUBMISSION OF CIO. CCMRMMIR SHAL VERIR ALL EQUIPMENT TO BE PROVIDED BY MUCH WRELESS FOR INUAUATON BY COMUCTCft 27. CONTRACTOR SIWL FURNISH AND INSTAL AMFNU MARVIN. 28, ALL EQUIPMENT SHAM BE INVAL D ACCORDING TO MMUFACRMER'S SPEOFlGTONS AND LOCATED ACCORDING M VERIZON WIRELESS SPECIFlG1pNS. MO A5 SHOWN IN MOE PLANS. 29. EWIPMEM EMMET F1AME/SHELIER SWILL BE ANCHORED M FOUNGTON PER MMUFM.MRER'S SPECIFIGTNNS AND IN ACCORDANCE WADI ME NRGINM STATE BUILDING CODE 30. ME WNIRACTOR SWLLL SUFEIMSE AND DIRECT ME PROJECT DESCWSED HEREIN. ME COMACTOR SWLLL BE WLFLY RESPONSIBLE MR All CONSTWJCRCN MEWS. METHODS, TECHNEAES, SEQUENCES AND PROCEDURES AND FOR COORDINATING AL POUNDS OF ME WORN UNDER WNMNCT. 31. CCMRA R SHAL NOTIFY ME ENGINEER A MINIMUM OF AS HOURS IN ADVANCE PRIOR TO WNSRUCnM START. MORE SPECIFICALLY BUORE: SULNG AM RDOR. WALL OR ROOF PENETRATION, RNA UTIIM CONNECTIONS, MURK CONCRETE BiKFIWNG UTUTY TRENCHES AND SMUCWRAL POST OR MOUNRNG WNNEMOM. FOR ENGINEERING REVEW AND INSPEWON. J2 CCMRKTOR SUL BE REYPONSBE FOR SIZE SAFETY INCLUDING WMPUWCE WIM ALL MPUCMIE OSHA STANDARDS AND RECOMMENGTIONS AND SHAM PRGNDE Al NECESSWY BiEIY CB4CES INCLUDING PPE AND RPM AND CON TRU CN DENCES MAN AS BOUGHS AND FIRE PREVENTION. TEMPORRY SHORING. SViFODING TENCH BOXES/SLOPING BARRIERS. ETC. 33. DETECTION WIRE SHAM BE BURIED DIFdCILY ABOVE NON-METALLIC PIPING AT A DISRMCE NOT TO EXCEED 1WELVE (12) MCHEB ABOVE ME TOP OF PIPE ME WIRE BRWL EXTEND WMINUWSLY AND UNBROKEN FROM POND OF ACCESS TO POND OF ACCES& ME ENDS OF ME ARE SHALL TERMINATE WADI A MINIMUM OF THREE (3) FEET OF WIRE Cal-ED. REMAINING ACCESSIBLE AT IFRMIUTICN MINTS. DEIECTCN WIRE SIWL BE 12 SAME FOR A BURIED GERM OF LESS THAN 4 FEET MO 4 GAUGE FOR A WRIED GERM GRUTER THAN OR EQUAL TO 4 FEET. STRUCTURAL NOTES: 1. AS REQUIRED UNDER ME SMUCNRAL STANDARD MR ANTENNA SUPPCRRNG BMUCNRES AND ANTENNA NID/M-222-11, MOM WIRELESS SWLLL 2 FOR SMWTURLL MODIFlGTICNS REQUIRING FIELD REMIND; ME COMP ACFOR IS RESPIXiBRBLE FOR DUNNING ALL REOUIRED PERMFIC MD IMPIEMENRNG Ill INDUSIM' STMMa DFFOR MMTECTON OF ALL EXISTING PROPERW AND PERSONNEL FOR DAMAGE OR RUM. ALL PPMERh DAMAGED DURING CONSMUCn0N OF THIS PROECT SWILL RE REPIACED OR REPARED TO ME GTISFACRON OF ME OWNER FOUNDATION NOTES: 1. SENT NEW FWNOADON ON EXISTING SOIL REMOVE AM LODGE FILL AND ORGANIC MATERML RNCF COMPACT PREPARED FOOTING BOUOM WIM MINIMUM OF 4 PM56 OF A VIBRATORY PATE WMPKTCR. REMOVE ANY LOOSE OR SOFT AREAS AND REPIACE WIM SiRM=M MU- 2. BIRJCNRAL nLL MTMML BFNUTH SUDS-CN-0RACE BWLLL CONSIST OF WELL-GRA➢BO GRMUIAR WIL WITH LESS TARN 15S NON-RASDC TINED AND A MAXIMUM PARnCU SIZE OF 4-INCHES FILL SHWID BE PACED IN WVOMUM UFT HEIGHTS OF 0-INCHES (=BE) AND WMPASED TO 95% OF n5 MAXIMUM DRY DENSITY AT 12S OF OPTIMUM MOSNRE WMNT AS DETERNINED BY ME STANDARD PROCTOR TFSf. 3. FOREARM MAIL BE LOCATED ON SOIL WITH A MINIMUM MEANING WACHY OF 200D PSF (a.9.. UNITED WIL ClAS51FICAMNN SYSREN [ASTM D SGNMON D-2497] GROUP SYMSCU: W. DP, OM, M. SW, SR. SA SC). ENGINEER SHUL BE NOTIFIED IF SOIL WARING GPMRY I LESS TAW 2000 PSF. 1. DESIGN AND WNSMUCi ON OF ALL CONCFdTE OUMENTS SHNL CONFORM TO ME Al EWIONS OF ALL 4PPAME MOB INCLUDING: AN XN •SPECIMC ONS FOR SIRUCMR CONCRETE FOR WILDIIWS, AND ACI 31e •BUIDING CODE REWIREMEMS MR REINFORCED CCNCRI i. 2. MIX DESIGN SHNL BE APPROVED BY OWNER'S REMSSEMAME AND SUBMIrtED M ENGINEER PRIOR TO PUCING CONCRETE 3. WNCREIE SHALL BE NORLNL WEIGHT. M NR EMPLANED (+/- 1,M WTM A MAXMUM 4• SLUMP AND HAVE A MINIMUM 29-WY COWIRESSNE STRENO H OF 4000 PSI UNLESS OTHERWISE NOTED. 4. TIE FIXLORING HATERINS SHAM BE USED: PORlAND CEMENT: ASTM C-150, TYPE I OR 2 REINFORCEMENT: ASTM A-Ia5, PLAN STEEL WEIDEO WRE FABRIC REINFORCEMENT BARS: ASIM A615, GRACE 00. DEFORMED NORMAL WEIGHT AGGREGATE: ASTM C-3 WATER DR MAIMU MMIKNRES !DIN -CHLORIDE WMNNING S. MINIMUM COMET COVER FOR REINFORCING STEEL SHAM BE AS FOLLOWS (UNLESS OTHERWISE NOTED): A. WNCREIE CAST AGAINST EARTH: 3' b. AL OMER CONCRETE 2• 6. A 3/4• CHAMFER SWILL BE PROVIDED AT NL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WTM AN 3D1 SECRON 4.2.4. UNLESS NOTED OTHERWISE T. INSTALUTCN OF CONCRETE EXPMSION/WEWE ANCHOR SWVL BE PER MMUFMNflBYS WRITTEN RECOMMENCED PROCEWRE ME ANCHOR BOLT, DOWEL OR ROD SHAM CONFORM TO MMUFACTMER'S REWMMENDATON FOR EMBEDMENT DEPTH OR AS SHOWN ON ME DUNKS. NO FOUR SIMLL BE CUT WIMOM MOB ENONEERNG APPROVAL WHEN MR-UNG HOLE IN CONCRETE. & ADMONRES SW CONFORM TO ME APPROPRATE MPA STANDARD AS REFERENCED IN AN 301. 9. W NOT WEIR OR TACK WEIR FEINFOCHNG STEEL 10. ALL DOWELS, ANCHOR BOLTS, EMBEDDED SnF EUCMMLL CONDUITS, PIPE SLEEVES, GRWNOS AND All OMER EMBEDDED ITEMS AND FORMED DETMU SHNL BE IN PLACE BEFORE START OF CONCRETE PUCEMEM. 11. REINFORCEMENT SHML BE FOLD BEM WHENEVER SENDING IS REQUIRED. 12. W NOT PLACE CONCRETE IN WATER. ICE OR ON FROZEN GROUND. 13. W NOT ALGW WNCF3TE OR SURINA E TO FREEZE DURING WNCFdTE CURING AND SEMNG PERIOD. OR FOR A MINIMUM OF J DOS AFTER PIACEMEM. 14. FOR QUID -WEATHER AND NOT -WEATHER CONCRETE RMEMEM, CONFORM TO APPLIGVYE MI CLUES AND RECOMMENUTOS. IN EIMER CASE, MATERGU WMNNING CHI.MDE, CALCIUM, SALTS. ETC. SIMLL NOT BE USED. PROTECT FRESH WNCFdTE FROM WEATHER FOR T GYS. MINIMUM, 15. WNCREM SWUM BE RUED TO A MAN GROUT FINISH. PACE SHAM BE SEALED BY STEEL TROWEL 16. UNLESS OMERWSE NOTED: a. AL REINFORCING STEEL SHNL BE DEFORMED BWS CONFORMING TO ASMM15. GRADE AD. G. WELDED WIRE FABRIC SHALL CONFORM TO MRS AIM. 17. SPLMING OF REINFORCEMENT IS PERMRTED ONLY AT L0G1pNS SHOWN IN ME WMRACT DRAWINGS OR AS MCEPIED BY ME ENGINEER. UNLESS OMERIZE SHOWN OR NOTED REINFORCING STEEL SIWL BE SPUCB) TO DE P TITS FULL TENSILE OPACITY (CIA55 A) IN ACCORDANCE WM ACI 310. 13. REINFORCING PAR Cf WPMEM LENGTHS, AS COMPUTED IN ACCORDANCE WITH AGI 3111, FORM THE BASIS FOR BAR EMBEDMENT UNGMS AND &AR SPLMED UNGMS SHOWN IN ME DRAWINGS. APPLY APPRCPRIME LICgFlGTON FACTORS FOR MP STEEL BAR SUCK CODER AND ME UKE. 19. DETAUNC OF REINFORCING SIER SH CONFORM TO •NCI MANUAL OF SLWDMD PRACTICE TOR DEEMUNG REINFORCED CONCRETE STRUCNfl6• (AO 315). 20. ALL SUB CCNSTRUWCN SHALL BE C MONOMMIONLY WMIWT HOR60NT& WNSMUCWN JOINTS. UNLESS SHOWN IN ME CORMACT MMONS 21. LOGTCN OF All CONSTRMMNN AIM ME SUBJECT M ME REQUIREMENTS OF ME WNBACT DOCUMENTS, CONFORMANCE WIM MI 310, AND AFCEPONCE OF ME ENGINEER DARKS SHOWMG LOGTCN OF OUAU OF ME PROMISED CWSIRKNCN JOINS SHAM BE SUB.RIRED WIM REINFORCING STEEL POCEMEM DRAWINGS 22. SPICES OF WWF. AT ALL SPICED EWES. SINLL BE SJCH TAT ME ONERUP MEASURED BETWEEN WMMOST GROSS WR6 OF EACH USING SHEET IS NOT USS THAN ME SPADING OF ME GROSS WRE PLUS 2 INCHES. NOR INS THAN 0•. 23. OR SUPPOM SHML BE All GALVANIZED METAL WIM PLASTIC TIPS. M Al REINFORCEMENT SIWL BE SECURELY TIED IN PLACE TO PREMn DSFIACEMEM BY WNSMUCMM MN11C OR WNCRUE. TE WIRE SHAM BE 16 CAGE CONFORMING TO ASAP ME. 25. SUB ON GROUND A. COMPACT BMUMMIL FILL M 95% DENSITY AND MEN FIACE 0• (COMPACTED) GRAVEL BENEATH SLAB. b. PROVIDE VAPOR BARER BENFAM MAE CN cRWND. REBAR SPLICE AND HOOK SCHEDULE REBAR SPLICE AND HOOK DIMENSIONS IN REINF. CONCRETE F'a_3.WO PB ASTM BAR SZE U, CUBS B W TOP WAR W LD11 J 1Y 13' IT' 8 1/2• ♦ u• 1e• u• n• s n• 2z• an• 14• 6 20• 26• 34• 16 1/Y 29• 3e• 49• 19 1/Y e 33• Q' 1 36• 1 22• REBAR SPLICE AND HOOK DIMENSIONS IN REINF. CONCRETE ra - +.DOB PS /STY flW SIIE ID CU55 a W TOP 8N W ION 3 12• 12• 16• ) 1/2• ♦ 12• 15• 2D• B 1/2• 5 15• 1B• N• 13• 6 te• 2J• 20• 14 1/2 23• JJ• 43• D• e 2Y ar w• tB• i _CRMGL BEWDN 9O BEND 2eb ,BP NDDK MbINR (2 1/2• M. LU APAND UP MO TOP UA UP LD - UMBWD DEVELOPMENT LENGTH OF BYR ON - SrMDAO DM ENT UNGM OF HOOK re - SPECIFIED CCMPRESSry STENGM OF CONCRETE ab - BAR DMMEIFR PER ASIM Nm E MP BN - DEFINED MA RM LOCATED SUCH TUT 12 IN. OR MORE OF MESH CONCRETE IS GSI IN ME MEMBER BELOW ME BR CE MINIMUM OUTSIDE RADIUS OF BEND, R. SWILL BE MID. vm OCR'I VERIZON WIRELESS 1831 RACY COURT RICHMOND, VA 23222 WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS ' 0 I 06/03/22 IFOR ZONING W, DlewbEily® Dewberry Engineers Inc. OB05 Laka Bmk OMn. Sub IDEA Glen MIm, VA ]3090 PMxw 0W190.]95A F¢BW11tl.]9I8 wwdarvCe^Ymn H pp t, y ogYARrtaALL I Vk. 1e2G61W3[.� }O 06/03/22 yva �SSTONAJ, DRAWN BY: WIN REMEWEO BY: BAR CHECKED BY: JIGS PROJECT NUMBER: 50129319 SIRE ADDRESS: i750 WALNUT CREEK PARK ROAM NORTH GARDEN, VIRGINIA 22959 SHEET TR E GENERAL NOTES SHEET NUMBER G-1 E&S NARRATIVE 1 MIS PROJECT INCLUDES ME INWALIAWNI OF A NEW MONOPOLE. IN ADOMON TO ME NEW MONOPME A NEW EQUIPMENT Pµ. GENERATOR, µ0 METER 2. GNK WILL BE INSTALLED IN A NEW FENCES COMPOUND. ME COMPOUND WILL BE ACCESSIBLE BY A PROPOSED GRAVEL DUE MICH WILL EXTEND FROM AN IXISTNG COMPOUND ACCESS. DURING CONMS.CMN. A TWPDRM' ACCESS PAN WILL BE mIUZED. SUDDEN LOGGING MATS WILL BE PULED 3. OER AN ENGW DRAW CUMING IN OSIER M MINIMIZE DISIMUNCE M ME AREIL LUGGING LOUTS M BE REMOVES IMMEDWTELY UPON MMPMON OF SITE CONFMuCMN. ME PARCEL ON MEN ME PROJECT IS LOGTEO IS 106.65 ACRES ME UMNS OF DSNRBWCE RILL ES 0.17 AMES. OF WHICH. 0.09 AM. ES RILL BE NEW IMPERVIOUS MIX ME EASING MANAGE PATTERN WILL REMAN UNCHANGED AND ME PflCNBED IMPROVEMENTS WILL BE CONSTRUCTED U91NG EASING EWES ME SITE INCLUDES ROMANCE AND VEGETAWE COVER. THERE µ g ERE IS FENCED COMPOUND FOR PARK FACIUIIES IZE WILL ME NEW CELL SBE LCGTEO NEXT M ME IXISTNC COMPOUND AND WILL UnUZE ME EXWNC COMPDMIYS ACCESS. i'M SEE MIS SHEET. SO- LOCATED ON SITE ME AS FIXLCWS 13D - CKMCM SILT LBW, 15 TO 25 PERCENT SLOPES, VERY STORY NO - FAUWIER SILT LOW. ] TO 15 POCWT SLOPES MC - ORENG SILT LOAN. ] TO 15 PERCENT SILPES 33C - ORENG SILT LONI, ] TO 15 PERCENT SI-MM VENT STCMS AAIACENT PRCPERFY ME PROPOSED IMPROVEMENTS µE LOOTED IN A VEGEMTNE µFA NEKT TO AN DIONG FENCED COMPOUND ROUNDED BY PARCELS ZONED RUML MEAS IN ALL UFECPCI THEM ARE NO CK CRAMIXS ONSM ME PLANHAS BEEN GEWI-MED M MINIMIZE QUID USMR RICE. WHERE GOADING IS NECFSSMS, ADEQUATE S PMVJJnDSMALL BE TMEN M MINIMIZE EROSION AND M CCMNN SILT MRMGM PROPER MORON AND SEDIMENT CONTROL PRACTCES °NUGEYElU.SMA EGIM I. CONSTRUCTION WILL BE SEQUENCED SO MAT CARDING OPEWONS CM BEGIN D END AS QUICKLY AS POSSIBIE 2. PERMANENT SEEDING RILL BEGIN IMMEDOMLY FOLLOWS GRNNNG OPERATIONS. 3. ME CONRACTR SMALL Y RMONSIBI£ MR ME INSDN kRON µD MWNNEFWCE OF ALL EROSION AND SEDIMENT CONTRA PRACnCES. 4. N R ACHIEVING ALE09M STMILIUnON. ME MMPORµY E6S CONTROLS MILL BE CLEWED UP AND REMOVED IMMEDATELY. FROWN AND SEDIMENT MUNCH MF&SUREK ME INTENT OF MIS EROSION AND SEDIMENT COMM PIN IS M GUIDE ME CONIRN:TOR IN IMPNEMEMNG ACCEPTABLE MGYJRES, INFRASMULTIRE µD MVNTENWCE PROGRAMS THAT WILL MINIMIZE ME AMOUNT OF EROSION AND RESULTING SEDIMENT TNT WILL TAKE PLACE WRING ME CCNSIFUCTON OF THIS PROJECT. NL VEGETAINE AND SMUMIM EROGON AND SEDIMENT COMM PRACTICES WILL BE CONSTRUCTED AND M NDMNED M.CORDING TO ME MINIMUM VWDARDS AND SECIFlGnOS OF ME VA ERO DN & SEDIMENT COMM HANDBOOKSMUCMRX EROSION AND SEDIMENT CONTROL PWVCFS SILT FENCE MV SCH M. & MC 3.05): A TEMPOARY SEDIMENT WRIER COMBING OF A FILTER FMRIC SMEMHED AMOK AND A7ACHEO M SUPPoRRXG POS5 AND ENAENCHCO. SILT FENCE IS INSFNl£D M INISiCEPf AND COMM SMALL NAWNIS OF SEDIMENT FROM UMPIREDAFFAS WRING CLNCIFUCIILN IN ORDER M PREVENT SDIMEM FROM NEAMNO ME SM AND M CECRFME ME VELD ,W OF SHEEP FLANS AND LOW-M-MCCEIUM CHANNEL ROWS. TREE PRMRVAnON AND PRCMCM)N (VESCH M. & SPEC. 3.38): TREE PRESETNATCN AND PROMMRON IS M ENSURE ME SURMAL OF DESIRMIE NEES WHERE TREY MILL BE EFFECRYE MR EROSION AND SEDIMENT COMM WATERSHED PROTECTION, LANDSCAPE BEAN FICKRON. DUST AND PoLLMCN COMM, POISE REWC1pN, SHALE AND OTHER EWRONMEMK BENEFRS MILE ME UND B MING COWMED FROM FORM M URWW-ME USES. a 2. EROSION AND SEDIMENT CONTROL NOTES NO MORE THAN 2W UNFAR FEET OF TRENCH MAY BE OPENED M ONE TIME. AT ME ENO OF RAGA W DAY. ALL EXCAWON SHALL BE FILLEDOR PITIED. IXGVATED MATERNL SMUL BE PILLED ON ME UPHILL SIDE OF TRENCHES. CONTRCTOR SMALL PROVIDE APPROPRIATE PROTECTION TO CONTROL SEDIMENT WASHING INTO ME TRENCH. WHERE CCNSIRUMON VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC WADE. PROVISIONS SHALL ES WADE TO MINIMIZE ME TRANSPORT OF SEDIMENT BY MACMW ONTO ME PAYED SURFACE. MORE SEGMENT IS TRANSFORM) ONTO A PUBLIC ROUND SURFACE, ME ROAD SHALL BE CLEANED THOROUGHLY AT ME END OF ECH MY. SEDIMENT SHALL Y REMOVED FROM ME RMDS BY SHOWUNG OR SNEERNG µD MMSPoRnNG TO A DISPOSAL MEAL All EROSION COMM OENCES SHALL BE IN PILLE AND NNCnpNL AT NL nMES AND IF REM I MR WNSTRUCnON PROMESS, SWUL BE REPICEO BY ME CLOSE OF EACH WORKGY. FINAL RENWAL OF EROMON COMM DENCES SHALL NOT OCCUR UNTIL ME ONNER OR HIS D6IOWED AGENT DEEMS ME SITE STABIUZED. ROD B TO BE IN A0.VRDMCE W11H ME SODDING SCHEDULE PROVIDED IN ME IMST EDITCN OF ME MRONW EROSION AND SEDIMENT CONTROL WAGED SM CNRES SHALL BE AT ME CDMX30R'S EXPENSE 3. CONTRACTOR SHIUL IMMEOATELY RPM W DISCREPANCIES BEMMEN IXISIING CCNDRIOS AND CONTRACT DOCUMENTS M ME ENGINEER. 4. ME LOCATION OF ALL IX6nNG UMMES ACROSSME UNES OF ME PROPOSED WORK µE NOT NECESSARILY SHORN ON ME PUNS, AND WERE SHOW ME ONLY µPROXIMATE. ME COMAMOR SHALL IL M ALL UNDERGROUND UNES AND SIMCIURES AS NEC6YRY PRIOR M MNSNUCnM 5. ALL WTERMLS AND COM RJCMUN SINLL COMPLY WITH ME CMSNUCMN DOCUMENTS. & GRIM FOR ALL EINAMNS IS WED ON NAND M PER COMMERCIAL SALE DESIGN SUR EY. ]. CMIFlGnON THAT 95% COMPACTCN B GOWNED SHALL ES PIKAIIDED MR ALL FILL µEM. INCLUDING UNDER UN -MS AND APPJIMNMCM ME CERT RCKRON SHALL SATE ME EXACT MEA TINT ME CERI MA1KM APPLIES M. COMPACTION SHALL BE ALHIENEU IN ACCORGNCE WITH ,,M -D696. SANDMD PROCTOR CENSNY FOR COIPACRON. B. WiY KTEWONS AND CONNECTIONS MANY UTILITY MUST BE COORDIIWCO W11H ME OWNER. 9. CONTRACTOR W DAYS µ0 HOURS SHALL BE MONDAY THROUGH FRIDAY ] NI M OUI 6 PM. MY DEAKRON ROM MIS SER E SHNL BE µPflWED BY ME OWNER. SHUIWWNS RILL ES PERFORMED AT NIGHT AND WEEKENDS WITH 10 DAIS WRITTEN NOM'E AND WWMEN µPROVK OF ME COUNTY U111-m6 DEPARTMENT. 10. MPGUjHID SURa . CXMDINAMS, µD EUNAMNS PREPUCE!) BY AMMCµ GMINA. 11. OMMACTOR SHALL VERIFY DEPTHS OF ALL MUTT CROSSINGS PRIOR M CONSTRUCTION. 12. CONTRACTOR SWUM PROVIDE ALL COSTMCTICN SIPS. 13. ME COMPACTOR SHALL NEMFY EIEVATOS OF ALL PoINM OF CONNECTION OF PROPOSED WORK M IXISRNG SMIRM DUN PRIOR M OMS7UCMN. MINIMUM STANDARDS (9VAC25-840-40) A VESM MUST BE CO W7EM WITH ME FOLCMING CWIERA TECHNIQUES AND METHODS: 1. PEflMWENT OR TEMPORNY COIL SOBI-ZAWN SHALL BE µPLIED M DENUDED µOS WITHIN SEVEN DAYS AFTER FINAL GRADE B REACHED ON MY PIXCDON OF THE SITE IEMPoRµY SOIL STMIUZATK.W WALL BEµPUM SHIN SEVEN DAYS M DENUDED MOM TNT MY NOT Y AT FlWLL MADE BUT WILL REMWN CORMLWT FOR LONGER TAN 14 DAYS PERWNEM STMIUUnON SHALL BE µPUED M AREAS TINTTO ME M BE LEFT WflIAWT MR MORE THAN ONE YFM. 2. DURING CONSTRUMON OF ME PROJECT. ROIL STOCK RL6 AND SOFFOW AREAS STALL BE SMBILIZED OR PROTECTED W11H SEDIMENT TRAPPING MINSURES. ME µROAM IS R6PoNSISLF MR MF TEYPOWAY PROTEOICN AND PBNANENT STMILBATON OF ALL SUL SRICKPI ES ON SM AS SELL AS BORRDW AREAS AND COIL INIEMKKYLLY NMSPORMD MGM ME PROAECF SIZE. 3. A PERMWEM VEGUAME CASK SHALL BE MABUSHED ON DENUDED µPAS NOT OTHIMMSE PEFAWENRY STARUZED. PERMANENT VEGUAVON SHALL NOT BE CONSIDERED MMUSHED UNTIL A GROUND CORM IS ACHIEVED THAT IS UNIFORM. MATURE ENOUGH TO SLIME AND WILL INHIBIT MOM 4. SEDIMENT BASINS POP ANTOMS. PEMMEIER DINES. SFDIMENi BAAPoERS AND MEN NFARJR6 INTENDED M NAP SEpNEM SHALL BE CONSTRUCTED AS A FIRST P IN Y LAND-DISNRBING ACATY AND SIVLL ES WADE NNCMIM BEFORE UPSLCPE UND DIMRWICE TMES PUCE 5. STµNZAnON MEASURES SHALL BE µPUEO M WRHEN SMUMMES SUCH AS GAS. DIKES AND DIVERSIONS IMNEDATELY AMER INSV CON. B. SEDIMENT IMPS AND SEDIMENT BASINS SHALL BE DESIGNED ANDCONSAUCIED BASED UPON ME TOTAL CRMAK µU M BE SERVED BY ME TRM OR WIN. PERMANENT OR TMPoRMY SEEDING (SIG. & SPEC. 3.31. 3.32): o. ME MINIMUM STORAGE CVKITY OF A SEDIMENT TRµ SCULL BE 134 CUBIC YARDS PER ACRE OF DRM ACE AREA AND ME TRIM SHALL ONLY TEMPCRMY SEEDING 9 BE µPUED'AITHIN SEVEN GYS M DENUDED µPSI TNT MAY NOT BE AT FINK MADE BUT WILL ROM WRNAM MR CCMRO DMWE AREAS LESS TAN THREE ACRES. LONGER TAN 14 DAYS AND I6S MAN ME YEAR. THIS INCLUDES. BUT IS NOT URGED M. SMCKRL6. MEAS M BE PERMANENTLY SEEDED ME M D. SURFACE R_U_FCFF FlMM DISNRYD µPAS TNT 6 COMPRISED _0_F_R_O_N_Fl_M4 IXWNA_G_E LRFAS OiUTER MAN OR EQUAL M THREE _ACf&_5 _SH_N_L USE A CMFIED SEED. AL SEEMED AREAS ME M BE STRAW MULCHED AT ME SATE OF TWO TONS PER ACHE. _._ __ __.. _. _ _.. _ _. SODDING SHAM BE µPLIED AND A PERENNIAL VEGEATIYE COVERING SHALL BE ESiMUSHED ON pSNRBEI µPAS WITHIN SEVEN DAYSOi KING BOUGHT M FINK GRADE CN MGS NET OMERMSE PROTECTED. SEIECMN OF ME SEED MMRE SHALL DEFEND ON ME TIME OF YFM IT IS M BE APPUM. MULCHING (SM. & SPEC. SM): APPUGnCN OF PUNT RESIDUES OR OMER SUMB E MNMRINS TO ME SOIL SURFACE. MULCHING PRIMM EROSION BY PROMCTNG ME ROIL SURFACE FROM RMORM IMPACT AND REWCINC ME VEIOCNY OF WERUND FLOW. MULCHING POSTERS ME GROWN OF VEGEAnON BY INCREASING AVNIBIE MOISTURE µD FROMDING INSUUTCN KIµSR EXTREME HEAT µ0 COD. MR USE IN µEM WHEN HAVE BEEN PERMANENTLY SEEDED. MULCHING SHOULD OCCUR INMEDATELY MU-01MG SEEDING. AREAS MAT CMNOT BE SEEDED BECAUSE OF ME SEASON SHOULD BE MULCHED WTH M GROWIC MULCH. mR SMCKPIIII AND gdMOW AREAS FO SMCm1L£S MD/OR SOPROW ARRAS ME MnCIPATED ON ME SIZE. IF SMCKPIL6 AND/OR SOPRON MES ME NEEDED, ME CONTR R SMALL IMPLEMENT ME REQUIRED ERWON CONTRA OEMCES PER ME VIRGINA EROSION AND SEDIMENT COMM HANDBOOK AND DRUM REQUIRED PERMITS. EROSION AND SEDIMENT COMM M NMM2NAW IN GENERAL ALL ME EROSION AND SEDIMENT COMM MEASURES SHALL BE CHECKED WEEKLY AND µTOR EACH RUM" PRODUCING BNNFNL EVFM M ENSURE TREY ARE IN WORKING ORDER. ME FCLLGMNG ITEMS WILL BE CHECKED IN PMnCUTAR: 1. SILT FENCE: SEDIMENT DEMOS SHALL BE REMOVED WEN DEPOSITS REACH µPROXIMATELY ONE-HN ME HSOR OF ME WRIER. iµMC SWUM BE REPIACED IF IT HAS DECOMPOSED OR BECOME INEFFECTNE 2. SEEDING: ME SEEDED AREAS SHALL BE CHECKED RECUWKLY M ENSURE TNT A GOOD SW4D IS MMNNED. µENS SHOULD BE FMI-ZED AND RESEEDED AS NEEDED. 3. ME CWMZ `Z SHALL BERESPONSIBLE MR PROMDING ANEMPLOYEEMHO MILL BEIN CHAFE OF ME EROSION ANDSEDIMENT COM M PLAN AND REQUIREMENTS MR ME PROJECT TAT IS CEMIFlEJ BY ME MRONA DEPARTMEM OF CCNBERVATON AND RECRIXnON AS A fl6PONSBLE LAND MOUREF (RLD). ME NAME OF ME CONTRACTOR'S MD AND COPY OF HIS CURRENT CMFICAnON SHALL BE PROADEO M ME OWES, ENGINEER AND LMLON & SEDIMENT CONTROL PUN APRs W AUT ORnY PRICK M ISSUANCE OF ME NOTICE TO PROCEED FOR ME PROJECT. PLANT PROTECTION TREES A AND VEGEATMN CENT M ME ACMAL WONT AREA AR OR BORROW EA ARE M BE PROTECTED MIN TEMPORARY CONSTRUCTION SUEY FENCE ES M PRERVE EASING REMS INDIGTCO M REMNN AND M PRE m MOPE M PROPERW PER VESCH SPEC 3.38. UNDERGROUND MLmES SWUL BE LOOTED RO THAT CONSTRUCTION MILL NOT WAGE OR DESTROY ME PL NTS M REWUN. MNY TRENCHING SHALL NOT BE LOCATED CLOSER THAN 1'-0• FOR FALH 1• IN DUPER UP M A MAKIMUM OF 20'-0• FOR TREES M REANN. GAGES TREES AND PIAmS SUVL BE MOORED M ME WSFWn0N OF ME OWNER. ME PARKING OF VEHICLES AND STORAGE OF N CONSTRUCTION EQUIPMENT OR LWTERMLS SHALL NOT OCCUR UNDER ME DRIP UNE OF TREES M BE PRORECTD. 1. A PREMNSMUCTMN MEETING SCULL BE SCHEDULED BY ME COMMOR WIRH ANINSPECTOR FROM ME COUNW AT IFAST 48 HOURS PRIOR M NNY VEGEAnON OR LOUD DISNRBµCE AL1 M 2. COSTMCNM SIYLL BE SEDUENCED SUCH nAT GOADING OPERATYJNS GN BEGIN AND END AS QUICKLY AS POSSIBLE 3. THE CONIRIC1IXt IS RESPO@BE FIXt ME INSTALATLN µ0 WNTEGNCF OF ALL EROSION µ0 SEDIMENT CONTROL FFKTCES. A ME CONnNLIOt IS M INSTALL ME EROSION AND SEDIMENT COMM MEASURES INCLUDING: CONSMUCTCN ENTRANCE, SILT FENCE AND INLET PRONCRON. 5. LINO OIUMBNICE OMBCF THE PRELYIWRY UMM OF OISNRSµCF MY NOT OCCUR UML THE INITML ESC MEASURES INSTAL VON HAS BEEN µMOVED BY ME ENMRCNMEMK INSPECTOR. 6. PNMEI • INKML1 EROSION AND SEDIMENT COMM OEAMS. • IWN-L POMSED MMO. • TEMPORMY SEED AND MULCH DIMMED AREAS. PHAK 11 • PERMANENTLY SEED M STMUZE SM]. UPON AFMOVK BY ME COUNTY INSPECNM. ME CCMW R IS M ROME NL TEMPORARY EROSION AND SEDIMENT CONTROL UNCES ONCE ]. CUT AND TILL SLOPES SHALL BE DESIGNED AND CIXSMUCITD IN A MANNER TNT WILL MINIMIZE EROSION. SLOPES TNT ME FOUND M BE ERODING IXCESSMELY I MIN ONE YEAR OF PERMANENT SWNUZA10H STALL BE FRO M MIN A➢MONL SLOPE OMUZING MEASURES UNRL MF PROSIFM IS CORRECTED. S. CONCENTRATED RUNOFF 51WL NJT ROW DOWN CM OR FILL SLOPES UNLESS CONMNM MOM AN ADEQUATE TEYPOWl' OR PERMANENT CHANNEL FLUME OR SLOPE DUN SMUCNRE. 9. WHENEVER WATER SEEPS MW A SLOPE FACE. ADECOM DMWE OR OMER PF(MCTON SHALL BE PROVIDED. 10. ALL SMRM SEND INLETS TNT ME WADE OPERMLE DURING CONSAWTCN SHALL Y PROTECTED SO TNT SEDIMENT -MEN WATER GWFOT ENTER ME COM£YANCE SSRM W111KWR mw BEING FILTERED OR OMENNISE TREATED M REMOTE SEDIMENT. 11. BEFORE HOLY CONSMUCTED WORMWATM WNNEYANCE CHµNE15 OR PIPES ME NUDE OPERATIONAL. ADEWUM WRIST PRKMCGON AND NiY REWIRED TEMPORARY OR PERMANENT CWWNFL UNING SMALL BE INWp D IN SO1H ME WNYMANCE CHANNEL AND RECEMNG GUNNEL 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, FMWRIOS SMALL BE TMEN M MINIMIZE ENCROACHMRAN ENT. CONTROL SEDIMENT TSPORT AND STµNZE ME W RK MEA M ME GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBIE LATERAL SHALL BE USED MR ME CCNWRUMCN OF CWSEWAYS AND COFERDBIS. FNZMEN FILL MY BE USED FOR MBE STRUCNRES IF ARMORED BY NCNEROMBLE COVER LNMUS. 13. WHEN A LNE WATERCOURSE MUST Y CROSSED BY WNSMUMON VEHICLES MORE MAN TWICE IN MY SIX-MONTH PEMOD, A TENPoMRY VEHIMM SMEUI CROSSING CCNSIRUCM) OF NCNERCOEE MAR SHALL BE PROVIDED. 14. ALL µPUGBIE FEDERAS SATE AND LOLL REQUIREMENS PWTNNING M WRONG IN OR CROSSING UVE WATERCOURSES SHALL BE ME. 15. ME BED AND BWKS OF A WATERCOURSE SHALL BE STMIUZED IMNEDATELY AMOR WORK IN ME WATERCOURSE IS COMPMED. 15. UNDERGROUND MALT UNES SCULL Y INSTNIED IN ACCORDANCE WT H ME MU-01MG STANDARDS IN ALORON M OMER µPUGBIE CRITOW NO MORE THAN BUD UNEW FEE OF TRENCH WY Y OPENED AT ME TIME 6. EKGVATEO MATERIAL SHALL BE PLACED ON ME UPHILL S1DE OF TRENCHES. c. EFFLUENT MOM DEWATEMNG OPEMTONS SCULL Y FILTERED OR PASSED MRWM AN µPROVED SEUMEM TRAPPING DEVICE. OR SM. AND DISCAGED IN A "NO TNT DOES NOT A ERSSLY MECR ROWING STREAMS OR OF -SITE PROFERIY. E. MTERAL USED MR WGKnWNG TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER M MINIMIZE EROSION AND FRDMKM SEMILOAWN. I. RESWHUZATMN SHALL BE ACCOMPLISHED IN ACCORDANCE VAM THIS CHWRER. F. µPUGBLE YFEW REQOREMENIS SHALL BE COMPLIED WITH. 17. WERE CONSfflUMON VEHICLE AQ^ESS ROS INRERSECT PAVED OR PUBLIC ROADS, PflOr151CN5 SHALL BE MADE M OFMINIMIZE ME TRANSPORT SEDIMENT BY VEHIWUR TRICKING ONTO THE PAVED SURFACE WERE SEDIMENT IS TRANSPORTED WO A PAVED OR PUBUC ROAD WRFACF, THE ROAD SURFACE SHALL BE CLEANED TCRWGHLY AT ME END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ME ROADS BY SHWEUNG OR SNEERING AND TRANSPORTED M A SEDIMENT CONTROL USPOGL AREA MEET WSHING SHALL BE ALLOWED ONLY MER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROASICN STALL APTLY M INDMDUAL DEVELOPMENT LOTS AS BELL M M URGER LAND-DISNRSING ACnM11ES 18. ALL TEMPORµY EROSION AND SEDIMENT CONTROL YEAURES SHNL BE REMOVED WHIM 30 DAYS MTER FINK SIZE SRMIUUTCN OR AFTER ME MFORAM MEASURES ME NO LONGER NEEDED. UNLESS OMORSE MRIIORIZED BY ME MCP AUTHOR". MWPED SEDIMENT AND ME DWURBED SOIL MGM KIMONO FROM ME DISPoSMON OF TEMPOARY MEASURES SHALL BE PERMANENTLY STIEUZED M RIBSNT FURTHER EROSION µ0 SEDIYEMATMN. 19. PROPERMS AND WATERWAYS COWNSRREMI FROM DEVELOPMENT SMS SHALL BE PROMISED FROM SEDIMENT DEPoSMCN. EROSION AND GWWE o. CONCENTRATED SMRMWATER RUNOF I-MANG A DBi10PMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQAM WORK OR MAN -MAN RECEMNC CWVINE4 PIPE OR WORM SEWER SYSTEM. MR MOSS SITES WHERE RUNOFF IS DICCGHCES INTO A PIPE OR PIPE SYSTEM. WMORRFMM STMIM AN BES AT THE OUIFALL OF ME PIPE OR PIPE SYSTEM SHALL BE PERFORMED. D, µEWKY OF ALL CNWNES µ0 PIPES SHALL BE VERIFIED IN ME FOLLOMNG WANNER: r1) ME 0PUCW1 BULL CEAGNSIGTE TNT ME TOTAL IOW E MG M ME POINT OF NALMIS WITHIN ME CHANNEL IS WE HUNDRED TIMES GKKRM THAN ME CCMRIBLING DUNNAGE MIX OF ME PROJECT IN QUESTION; OR (2A) WMRK W0 CHANNELS SHALL BE NNLYZED BY ME USE OF A 1-YFM BmRM M Bm VERIFY TNT RMWAIER WILL OVE NOT RTOP CHANNEL WVIKS NCR GUY EROSION OF CHANNEL BED OR BANS. 2B) NL PREMWYY CONSMUCMED MLW-MADE CUWNES SHALL BE MALYZED BY ME USE OF A 10-YEµ STORM M VERIFY TNT WATER MU- NOT OVERTOP MR BANKS AND BY ME USE OF A TWO-YFM SmflM M DEMCNSmME nAT STORMWAMR WILL NOT C W EROSION OF CHANNEL 90 OR BWKS; µD (TC1 PIPE AND SfgRN SEWER SYSTEMS SINLL BE A141YIF0 BY ME USE OF 10-YFM SfgRN i0 VERIFY TNT SfgRNWAIER DULL BE COifNNFS WISH ME PIPE OR SYSTEM. e. IF IX6DNC INNIYL RECEMNG CHANNELS OR PW00USLY CONSTRUCTED MW-MADE CHANNELS OR PIPES ME NOT ADEQUATE. TINE IFRICWT SHNl: (1) IMPROVE THE CHANNELS N A COMMON WHERE A 10-YFM STORM MILL NOT MUM TINE &WKS AND A MO -YEAR SHORN WILL NOT =BE PO90N TO TINE CHANNEL, TINE BED, OR ME BWKS; OR ■ 2 IMMWE ME PIPE OR PIPE SYBIM TO A COMMON WERE ME 10-SEEM InORM IS CONDUNED WHIM 1HF (M3) 3)DEWL 6; (WORE A SIRE DESIGN RUNOFF O WILL NOT GCSE ME PRE CHANNEL PTV( flMSE MEE FROM A TWO -SEW S10RN 10 INCREASE WHO RUNOFF O10-YE INTO A NATJ�MINOR INCREASE ME OR WILL NOF CAUSE ME V�'Z� PRE -DEVELOPMENT C MEm OR gUNCFF PALE FROM A 10-YFAN S10RN TO INCREASE WHEN RUFpFF OUIFALLS INTO A MAN -MALE CHANNEL: OR (4) PROMDEM A COMBINATION OF CMVINEL IN DOME, DENT EROSION. DETENTION OR OTHER MFASVRES d. ME 0PUGMTOSH LL ME VfE E DENCEF TO PRERMERf O ACME ME EROSION. VETS ZON WIRELESS :: NL MOTS IC N�ULISSESWS UIL BEEBBASED FORMER MI ES MOM WAETERSHED CH�ARAN nERR511CS AND ME ULnMATE 1831 RADY COURT oecLGPUFmmoNomoN OFME wTUF PrewFcr, - e.w.xe -- q. .-,. _.. I RICHMOND, VA 23222 BW WALNUT CREEK PARK - TIER III - PERSONAL GALS WIRELESS FACILITY E ANY (NORTH GARDEN) w m. FOR PLANS µMIWFO ON AND N ER JULY I, 2014, ME FLOW RATE CNACRY AND VELOCITY REOOREMENIS OF { 62.1-44.15M A OF THE ACT AND MIS SUBSECTCN SHILL BE SATISFlEO BY COMPUWCF WITH WATER GUMMY RWUIREMFNIS IN ME SMRYWATER MANCEMENT KT ({ 62.1-H.1Y.24 ET SRO. OF ME CODE OF MRGINM) ANDATIEHGMm REWInONS, UNLESS SUCH LAND-DISNRBNG AL1M11ES ME IN ACCOREMCE WITH AOL25-B]0-48 OF ME MRGINM SMIRMWATER MµAGEMENT PROGRMI (VSMP) REGUIVGN OR ME IXENPF PURSUANT M SUBMSON C ] OF { 62.1-M.15:34 OF ME $Kn n. WNPLU CE VAM ME WATER GUMMY MINIMUM SMN WM' SO 00 IN BVAC25-B]0-BB OF ME MRGINM STOUIWATER WMEMENT PROKSW (`SNP) ROMAnON SWUL BE DEEMED M GTBFY ME REQUIREMENTS OF MIS SUBXMSICN 19. GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -I: UNLESS OMEMNSE INDICATED, ALL WGEVAT µ0 SMUCMIYL EROSION AND SEDIMENT COMM, PWKTC6 RILL BE CCNSNU7 µD MVMNNED ACCORDING M MINIMUM STMDMD5 AND SPEORGTONS OF ME "MINK EWMIM AND SETIMEM CONTROL HANDBOOK AND ME MRGINM PESCH AND SEDIMENT CONTROL REWUnONS 2C.25-BID. -2: ME P -TO ME C MMENCEMY T OF ES NMM ONE WEEK PRIOR M ME PRE PRIMTRU ME CONFERENCE, ONE WEEK PRICK M ME COMMENCEMENT O AND DIMMING ST BE µD ONE WEEK PLAN M ME G PRIMINSPMON. ME NAME GE ME IN ME LIBE LOUD DIMMER NUSf BE PRKPADEDME M ME PUMAµPROVING NAME I NO PRIM M MTGL ENGAGEMENT N ME IAN0.DSTURBI G VICTIMISE SHOWN N' ME AFFRWCO PUN. IF ME NNIE B NOT ES-3. D FE OR M AND GINGSEDIMENT IN G LINOL MINSURES EMIY, ME PUN'S µR W O WILL BE flFIRSOD. MU ALL EROSION µD SEOIMEM COi1R.Y NFASUR6 µE M PLACED PRIOR M IXt AS TIE FIRST STEP IN CIFMINC 6-4: A COPY Of ME µPflM'FD EROSION AND SEDIMENT CONTROL PLAN SHALL BE MVMNNEO ON ME SM AT A11 TALES MM PRIOR TO COMUMITED O. O DISTURBING N.TMR6 IN µFM OTHER TARN INDIGTEO ON MBE PUNS (INCLUDING. BUT NOT EN M, Off-SM PO E O OR WASTE µBSI), ME CCMROCTDIR SHALL SUBMIT A SUFREMEMAm' FFOSNkN COMM RAN M ME OWNER FOR RENEW µD µPRWAl BY ME RAN-µPPJ'ANC ANIYJRItY. 6-6: VE EROSIMOR IS g6PoNTAMO MR S IOMMUNED OF ANt' I.M-VP L E G AU CONTRA YF/SUR6 NEC65MY ES PREVENT DIMMED µ0 M ETO D AS COMMUNED BY ME PUNNTROL M NG AUTHORITY. DIM IN OBNRBED AND D µE M OWN D µPROVED SEGMENT CONTROL MFAS ACHI AT NL TIMES ICH. U QUID MPROVINC F ME PS AND DURING A. CEYELOPNEM UNTIL FINAL SHALL BE 2REMO IS ACHMPED AFTER SEDIMENT AH. UPON µPRANK S ME PLAN -µPROVING MIIIME R ME CONTROLS ORNL ME URES S TAPPED RMANEM µD HU DIMMED D SOH µUS RE9 AND SRAM TA REMWK OF TEMPORARY MGYJR6 SYLL ES PERMWENRY SiµNZED TO PREYFNF NHFHEq EROSILN µ1 SEDIYEMATION. ES : DURING DEWAMMNG CPEWONS. WATER SHALL BE PUMPED INTO AN µPROVED FILTERING CEVCE. ES-9- ME CCMRM.TOR SHAM INSPEM ALL MESON COMM MEMURES AT LEAST EY 2 WEEKS AND IMMEDIATELY AFTER EACH RUNOFF -PRODUCING RNNFKL EYEM. ANY NECESSMY REMRS OR CIEWUP M "WAN ME EFTEMMESS OF ME EROSION COMM DEACES SHALL BE MADE INNEDATELY. ES-10: ME WNMMTOR B RESPONSIBLE FOR ME MLY REMWK OF SEDIMENT NAT HAS BEEN TRANSPORTED ONTO A PAVED OR NBUC ROAD SURFACE ES-11: SEEDING OPEMMWS SHALL BE INMTED WHIN ] GM AMER REACHING FINK GRADE OR UPON SUSPENSION OF GRADING CPEATONS FOR ANROPATED MWON OF GRcMR THAN 14 DAYS OR UPON WNMPON OF GRADING OPEMTDIS MR A SPECIFIC ARM ME CONTRACTOR SCULL ES RESPONSIBLE FOR PRMMING SURFACE AND AR NOVEMEM OF DUST FROM UMSEO SOILS MCH MAY PRESENT HELLOS HAZµDS, TRAFFIC SWEW PROBLEMS, OR HARM ANIMAL OR PINK UM ES-13: A MRONA S ORSAVOER NNYGEMEM PROGPMI PERMIT (NSMPP) MR ME DISCHMGE OF STOUIWATM FROM WNSMUMON ACRM ES IS REWIRED MR PRWECM AS USTED IN MR NM STATE CODE (WAC25-87O) OR PER LOCAL MAP ALMORRY. ZONING DRAWINGS ' 0 I O6/03/22 IFOR ZONING W, DeWL-eilji® Dewberry Engineers Inc. O&K La Fa B-1OAn. Sub IDO Glen AIIm, VA 1. PMxw 0W190.]95T F¢BW11tl.]9I8 vmwdervCe^Ymn 11Op pz Y 0 It LiaNn01DIG61W3[.� }O O6/03/22 yva �SSZON23. DRAWN BY: LMW REMEWEO BY: BAR CHECKED BY: TICS PROJECT NUMBER: 50129319 SrIE ADDRESS: i750 WALNUT CREEK PARK ROAN NORTH GARDEN, VIRGINIA 22959 SHEET TBLE EROSION CONTROL NOTES SHEEP NUMBQt G-2 Existing Property Line �" `\ Existing Roadway/Feature ,-bA ,/ / // �"/' \—ten 1WWWWWw Existing Tree Line Existing Fence / 2000' RADIUS / TO ROMM FACILITY — — LOCUS PROPERTY LINE PROPOSED ROAD rill / PROPOSED WOOD FENCE I / rs° us \� / / /' PROPOSED ACCESS/UIILITY EASEMENT � OLD-LYNCHBURG ROAD/— I ___________ PROPOSED LEASE AREA 1 \ I / / / / \ \ _\ — 610 COUNTY ROAD 631 — — — — — — PROPOSED UNDERGROUND CONDUIT I / \ \ / /'/ '�/ // '\ '. 19� /, ,� ,• y / /' 11 Abe / j / NOTES: / % �� /, / // l\ e 1-1 \\ II I / / % �// FO 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN R / / / \ , / ,/ /\/ \ \ [ \ \ \ / / / CLARITY. / , / / / \�— / / A AV—� I A ,' / / / I / 2. PROPOSED TOWER LOCATION AND ACCESS PRE APPROXIMATE PENDING LAND OWNER APPROVAL 3. TOWER AND FOUNDATION DESIGN BY OTHERS. 4. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. \ 1 / / �\ �' 5. NO SIGNIFICANT NOISE, SMOKE, DUST OR DOOR WILL RESULT FROM THIS FACILITY. // // ° X , / / / /,�' �� / / bb /WALNUT CREEK PARK ROAD 6. THE FACILIIY IS UNMANNED AND NOT INTENDED FOR HUMAN \ '� / / �_/ �/\ \---// / / / ///,/ ,�,— ,/ j -- (DEDICATED RIGHT OF WAY) HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. / / / / /,—_—__—, I 7. THE FACILIIY IS UNMANNED AND DOES NOT REQUIRE POTABLE \ / /' / / /---//\� /// I / / l /, / / / --_ — I -6GO WATER OR SANITARY SERVICE. I 8. ADJACENT PARCEL BOUNDARIES AND 10' TOPOGRAPHY J / / /----- \ / / / / PROPOSED 195' BT OAINED FROM ALBEMARLE COUNTY GIS. // /// 11 ,/� / / \ / / MONOPOLEIc Vel'Q0I'1� VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) 10 Te•�•YY f �Cl1j% I I /'' \ ' Dewberry Engineers Inc. / / \ _ � xB051akaBmk0�n.5ub ID0 GIenxr .VA al 1 —80,1sxzos.�es� nal _ <--T `\ 1 I I / I ,— / /— / / "? /n `�I✓`' \ \ \`� 1i.ra WmaSlm'1 —__ i —____' i / / yyy \ \ II i i , � / I \\ /' // \♦ \\`\ _ I I \ /' �'—__ / 11 1N '/ /\ DRAWN BY: UAW \ \ I0 \ REMEWEO By. BAR / \ I \ \ \ \ \ --,'// /( l \ /' /r/ \ / / \ \\ \\/\ \ \ \\ •S p\ ____-_ CHECKED W. HCS `­ 500— PROJECT NUMBER: 50128319 490\ \` SITE MMESS: Ij_0 szo— ,,C(\ `—' /' \ I 1 \ \ �'' I—x / l\ ` \ `\ ` ` _—_�\ 3750 WALNUT CREEK PARK ROAD NORTH GARDEN, VIRGINIA 22959 \\ SHEET TITLE / , \ /—2000' TOPO __—\ \ \ \\\ \ — _ I \ 1 I / / / — / \ BOUNDARY / r�� // //^— I I[ \`�\ \\ / / / / 1 1 '/' �__� `\\`� �\\` \♦ a9°'�—_--_ y/ ------------- 2000' TOPO BOUNDARY SCALE: 1'=400' FOR 11.17 // , , `♦ / / I l� / 1 i li ° \� \ \ — _ \ �\ 0° \ — \\—/\///,/, / - \ 1'=200' FOR 22.34 =-%S—�J/ // 1 / / 1 / / 1 /'S5 cjo q°�''/� i''�'\ \ \ \ �---- ���—\\\�\ s \ / __ SHEET NUMBER 0' 200' 400'r".hy69 \ \\\ /'�// / / l--_�\ --- \\ V ® r // / I l / l l I____—��% / / / //6�0 v v --I 1 A 1 V A 4 Z — 0 Existing Property Line Existing Roadway/Feature Existing Tree Line Existing Fence LOCUS PROPERTY LINE / 1 \ ELIZA EVANS \ PARCEL ID: 10000-00-00-033D1 ZONING: RURAL AREAS \ \ CFARM PARTNERSHIP L P OLD PARCEL ID: RURAL \ ZONING: RURAL PREPS JESSICA N ADKINSON / PARCEL ID: 10000-00-00-020DO / ZONING: RURAL CHARLES P. HUDSON, DFE ESTATE PARCEL PARCEL NI RURAL ZONING: RURAL AREAS Existing B ng (Typ. 0 / Existing O ReslLence / (Typ.) LINDA M & RICHARD A 01 JR. PARCEL ID: 10000-00-00-020B0 ZONING: RURAL AREAS NOTES 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR CLARITY. 2. ADJACENT PARCEL BOUNDARIES AND 10' TOPOGRAPHY OBTAINED FROM ALBEMARLE COUNTY CIS. 1�/ 1 \ \ Existing T \ Line (T) I1 \ I \ COUNTY OF ALBEMARLE BOARD \ OF SUPERVISORS PARCEL ID: SUPER VISORS —03500 IZONING: RURAL AREAS \ I \ \ REMY INGEBTEOUW & KELSEY E JOHNSON PARCEL ID: 10000-00-00-041111 / ZONING: RURAL AREAS \ `� \ Existing Link Existing Existing Access PAUL H & PATRICIA N NEU"' \ PARCEL ID: 10000-00-00-033E1 / \ \ ZONING: RURAL AREAS \ \ 1 / \ PATRICK M EVANS & JA.SON C BECTON I PARCEL ID: 10000—DO-00-03300 ZONING: RURAL AREAS � � I I Well COUNTY OF ALBEMARLE C/O FINANCE ADMINISTRATION RM 149 PARCEL ID: 10000-00-00-03700 ZONING: RURAL AREAS WALNUT CREEK PARK ROAD (DEDICATED RIGHT OF WAY) \ ADM S & COURTNEY E DOYLE \ PARCEL ID: 10000-00-00-033E4 \ ZONING: RURAL AREAS \ \ I \ \ EOWIN WALKER CARPENTER & \ D: E WALKER \PARCEL ID: 1000E—L AREAS / ZONING: RURAL AREAL EXISTING CONDITIONS \ SCALE: 1'-400' FOR SSxl7 1'=200' FOR 22x34 0' 200' '0. \ �I VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS ' 0 I O6/03/22 IFOR ZONING I `. 1?ewbei l y® Dewberry Engineers Inc. OB051aka Bmk Oxn. Sub IDO GIen RIInex" ]3al 1W¢'VBW11tl.]9I8 darCe^Ymn O?��F,LTH 0p p / ogYL t NW`O�Ilw }O O6/03/22 yv �SSl NAL DRAWN BY: LMW REMEWEO BY: BAR CHECKED BY: HGS PROJECT NUMBER: 50129319 SITE ADDRESS: i750 WALNUT CREEK PARK ROM NORTH GARDEN, VIRGINIA 22959 SHEET TITLE EXISTING CONDITIONS SHEET NUMBER Z-1 I Existing Property Line Existing Roadway/Feature Existing Tree Line Existing Fence UINTF19:U1J�9U7EINtl PROPOSED ROAD 19:UIY�bym1'1(NNr1gx.[Nq — PROPOSED ACCESS/UTILITY EASEMENT PROPOSED LEASE AREA — — — — — — PROPOSED UNDERGROUND CONDUIT PAUL H & PATRICIA N NEUROTH / \ \ PARCEL ID: 10000-00-00-033E1 ZONING: RURAL AREAS / \ \ \ I ELIZA EVANS \ PARCEL ID: 10000-00-00-033D1 ZONING: RURAL ARDS \ PATRICK M EVANS & I \ \ FARM PARTNERSHIP L P OLD PARCEL I PARCEL D: RURAL \ ZONING : RURAL PREPS / \ PARCEL ID: 10000-00-00-035A0 / \ ZONING: RURAL AREAS JESSICA N ADKINSON / PARCEL ID: 10000-00-00-020DO / ZONING: RURAL S P. HUDSON, LFE ESTATE PARCEL \ PARCEL NI RURAL \ \ ZONING: RURAL AREAS Existing Building (Typ.) � / Existing O Residence \ / (TypLINDA) / ARCS M & RICHARD000-0 A OLNA JR. PARCEL ID: 1000E—L AREAS / ZONING: RURAL AREAS VERIZON WIRELESS 20' WIDE NON—EXCLUSIVE ACCESS AND UTILITY EASEMENT T / \ / \ / \ Existing Tree Line (Typ.) M COUN.OF ALBEMARLE BOARD \ / OF SUPERVISORS \ PARCEL ID: SUPERVISORS —03500 RURAL AREAS b� IZONING: NOTES: 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR \ / CLARITY. 2. PROPOSED TOWER LOCATION AND ACCESS ARE APPROXIMATE PENDING LAND OWNER APPROVAL \ 3. TOWER AND FOUNDATION DESIGN BY OTHERS. \ \ / 4. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. REMY INDEBTEOUW & 5. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM iH15 FACILTY. KELSEY E JOHNSON PARCEL ID: 10000-00-00-041H1 / 6. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION, THERE IS NO HANDICAP ACCESS REQUIRED. ZONING: RURAL AREAS \ \� \ ]. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. \ \Y / 8. ADJACENT PARCEL BOUNDARIES AND 10' TOPOGRAPHY OBTAINED FROM ALBEMARLE COUNTY GIS. / JASON C BECTON I PARCEL ID: 10000-00-00-03300 ZONING: RURAL AREPS I \ OS ";O E lr FENCED Vm ca / I II I I I II I I WALNUT CREEK ROAD I (DEDICATED RIGHTT OF OF WAY) I I I 1 I I I I / PROPOSED 20' WIDE NON-EXCLUSIVE I I TEMPORARY ACCESS EASEMENT FOR CONSTRUCTION \ 1220' ADM S & COURTNEY E DOYLE \ PARCEL ID: 10000-00-00-033E4 \ / ZONING: RURAL AREAS \ RIZON 40' _ 'OUND IZON i0' \ EDWIN WALKER CARPENTER & \ DAVID E WALKER \PARCEL ID: 10000-00-00-03600 / ZONING: RURAL AREAS / NCE / 00 / OVERALL SITE PLAN� \ SCALE: 1'-400' FOR 11.17 1'=200' FOR 22x34 0' 200' 400' VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS ' O 106/03/22 IFOR ZONING 1ZONING t 1!eYV ICiiYe Dewberry Engineers Inc. OB051aka Bmk Oxn. Sub IDO GIen RIIm.VA ]3al Isc.e1. naes� rW¢'1-s..]9I8 d..rCe^Ymn Op p / og�YL i LrraorD+�1mA a }O O6/03/22 �SSfONA1. DRAWN BY: UMW RENEWED BY: BAR CHECKED W. HGS PROJECT NUMBER: 50129319 SITE ADDRESS: i750 WALNUT CREEK PARK ROAI NORTH GARDEN, VIRGINIA 22959 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER Z-2 2 NPa a verizo 1v/ VERIZON WIRELESS 1831 RADY COURT 1 RICHMOND, VA 23222 Existing Trailer Z-4 ------------- c Existing Chain Link Fence I I Existing Building I (Typ>_� PROPOSED I VERIZON WIRELESS 195' MONOPOLE I I I I I a F---- �— J 0 l Existing Stump (TO PROPOSED VERIZON WIRELESS BE REMOVED BY \ Existing Access Cr FENCED COMPOUND VT:RIZON WIRELESS) \ AND WIDENED TO ' \ BY VERIZON WIREL PROPOSED VERIZON WIRELESS 50'x50' \ \ VERIZON WIRELE: �^ LEASE AREA I \ Edge Existing \\ NON—EXCLUSIVE AND URLRY EASI ( I "'y4` Existing Tree (TO I BE REMOVED: TYP.) \ I Gravel el ( \\ YW ^'✓� 1 \ / \ Existing Tree Line (TYPO \ / _ PROPOSED 20' WIDE NON—EXCLUSIVE TEMPORARY ACCESS EASEMENT FOR CONSTRUCTION LEGEM Existing RRoodwoy/feature k Existing Tree Line Existing Chain Link Fence w w Existing Wood Fence LOCUS PROPERTY LINE PROPOSED ROAD w w PROPOSED WOOD FENCE PROPOSED ACCESS/UrFU 1' EASEMENT PROPOSED LEASE AREA PROPOSED UNDERGROUND CONDUIT NOTES: 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR CLARITY. 2. PROPOSED TOWER LOCATION AND ACCESS ARE APPROXIMATE PENDING LOUD OWNER APPROVAL 3. TOWER AND FOUNDATION DESIGN BY OTHERS. 4. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 5. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACIUIY. 6. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 7. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 8. ADJACENT PMCEL BOUNDARIES AND 10' TOPOGRAPHY OBTAINED FROM ALBEMARLE COUNTY GIS. `Existing Field Existing IMPROVED i NEEDED PfR�pl 0 � VIPa"�JCDS�0 SITE PLAN SCALE: 1'-80' FOR ttx17 1'=30' FOR 22x34 0' W. 60' WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS 1 0 I 06/03/22 IFOR ZONING I `. D—ewbi i l y® Dewberry Engineers Inc. 'Vsla.emkoxw. Sub. GIm RIIm. VA 1. Mwx,ewlea s, FW—.11tl.]9I8 darCe^Ymn DRAWN BY: LAW RENEWED BY: BAR CHECKED BY: HGS PROTECT NUMBER: 50129319 SITE ADDRESS: i750 WALNUT CREEK PARK ROAD NORTH GARDEN, VIRGINIA 22959 SHEET TITLE SITE PLAN SHEET NUMBER Z-3 w Existing Tree Line Existing Chain Link Fence Existing Wood Fence PROPOSED ROAD PROPOSED WOOD FENCE PROPOSED ACCESS/UnEUTY EASEMENT PROPOSED LEASE AREA PROPOSED UNDERGROUND CONDUIT I S PROPOSED 12'­- ' -10 WIDE GATE I I I I I I I I III PROPOSED UNDERGROUND CONDUITS FOR FIBER AND POWER WITH HAND HOLES TO EXTEND TO WALNUT CREEK ROAD I I I III 3 PROPOSED HANDHOLE -10 (SIMUM SPACING 500' OR AT EVERY BEND) OI .) 2 PROPOSED 4-GANG UTILITY -10 METER AND FIBER CABINET ON H-FRAME Z-5 n�J✓J�.TFIrZ 4 PROPOSED GRAVEL YARD -10 PROPOSED WIRELESS 50'x'x5O' 50' LEASE AREA NOTES: 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR CLARITY. 2. PROPOSED TOWER LOCATION AND ACCESS ARE APPROXIMATE PENDING LOUD OWNER APPROVAL 3. TOWER AND FOUNDATION DESIGN BY OTHERS. 4. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 5. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILITY. 6. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 7. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 8. ADJACENT PARCEL BOUNDARIES AND 10' TOPOGRAPHY OBTAINED FROM ALBEMARLE COUNTY GIS. I Existing Tree (TO BE REMOVED) PROPOSED 'ERIZON WIRELESS 20' WIDE NON-EXCLUSVE EASEMENT ExisTmg Chain Link Fence PROPOSED 12' WIDE GRAVEL ACCESS ROAD Existing Well I PROPOSED 20' WIDE TURN AROUND J PROPOSED 12 e WIDE GATE 10 NM' b TREE BRANCHES TO BE CLEARED SUCH THAT BRANCHES DO NOT a 10'-0' . OVERHANG ABOVE THE COMPOUND. PROPOSED VERIZON WIRELESS EQUIPMENT ON 4'x10' CONCRETE 1e EQUIPMENT PAD AND ON 10' 1 H-FRAME W/ICE BRIDGES Ji r ON 3.5'x8'CONCRI 12'� to 1/ O c 40'x40' WOOD FENCED COMPOUND _1p SED VERIZON WIRELESS 210' ICE J AND 3' WIDE NON—EXCLUSIVE ENT FOR ICE BRIDGE GROUNDING 195' PI W Existing Tree (TO BE REMOVED) I I I I I Existing Tree / Line (Typ.) PROPOSED 20' WIDE NON-EXCLUSIVE TEMPORWY ACCESS EASEMENT FOR TO BE __._.. CONSTRUCTION ENLARGED SITE PLAN SCALE: 1'-20FOR 11.17 1'.10' FOR 22x34 0' 10' 20' VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS 1 0 I 06/03/22 IFOR ZONING I W, D-ewbi i l y® Dewberry Engineers Inc. 06051aka emk Oxn. Sub IDO GIen RIIm, VA ]3090 rW¢1—h.tl.]9I8 darCe^Ymn 0p p tx�I og�yApY L }0 06/03/22 yv �SSfOMAL DRAWN BY: LMW RENEWED BY: BAR CHECKED BY: NGS PROTECT NUMBER: 50129319 SITE ADDRESS: i750 WALNUT CREEK PARK ROAD NORTH GARDEN, VIRGINIA 22959 SHEET TINE ENLARGED SITE PLAN SHEET NUMBER Z-4 EGEW A.G.L - ABOVE GROUND LEVEL C.L - CENTER LINE NOTES: 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR CURVY. 2. PROPOSED TOWER LOCATION AND ACCESS ARE APPROXIMATE PENDING LAND OWNER APPROVAL 3. TOWER AND FOUNDATION DESIGN BY OTHERS. 4. THIS PUN 15 SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 5. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILNY. 6. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. ]. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 8. ADJACENT PARCEL BOUNDARIES AND 10' TOPOGRAPHY OBTAINED FROM ALBEMARLE COUNTY GIs. 9. THE PROPOSED ANTENNAS, REMOTE RADIO HEADS, AND TOWER TO BE PAINTED SHERWIN WILLIAMS JAVA BROWN #6090 OR AS DIRECTED BY THE COUNTY. 10. NEW ANTENNAS WILL BE INSTALLED USING A FLUSH -DESIGN WITH LOW -PROFILE MOUNTING BRACKETS SO THAT NO POINT ON THE BACK OF THE ANTENNAS SHALL BE MORE THAN 1B INCHES FROM THE FACE OF THE MONOPOLE. 11. ANTENNAS WILL BE CONNECTED TO EXISTING CABLES THAT RUN VERTICALLY INSIDE THE MONOPOLE STRUCTURE 12. THE MAXIMUM BASE DIAMETER OF THE MONOPOLE SHALL NOT EXCEED 30' AND THE MAXIMUM DIAMETER AT THE TOP SHALL NOT EXCEED 18'. 13. AZIMUTHS ARE SHOWN PER THE RF DESIGN AT THE TIME OF SUE PLANS. EQUIPMENT LAYOUT SHOWN IS GENERIC. CONTRACTOR TO CONFIRM EQUIPMENT AND AZIMUTHS WITH THE LATEST RFDS PRIOR TO INSTALLATION. 14. INSTALL EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS OR AS SHOWN ABOVE 15. ANTENNAS TO BE INSTALLED SUCH THAT THEY ARE CENTERED VERTICALLY ON THE MOUNT. 16. RRH(a) & OVP(s) TO BE INSTALLED BEHIND PROPOSED ANTENNAS OR ON MOUNT AS SHOWN. 17. ALL EQUIPMENT SHALL BE GROUNDED PER VERIZON WIRELESS STANDARDS AND MANUFACTURERS RECOMMENDATIONS. PROPOSED 4' LIGHTNING ROD �-I OVERALL HEIGHT ELEV. = ELEV. 19' A.G.L MP OF PROPOSED TOWER - ELEV. 195' A.G.L i.L-QE-PROPOSED ANTENNAS /'IIIIriIIIIW�III}'fjllll ELEV. = 192' A.G.L PROPOSED VERIZON WIRELESS 1-8 ANTENNAS AND EQUIPMENT MOUNTED 2_y TO FLUSH MOUNTS (SITE PRO P/N: 1WS6-NP OR APPROVED EQUAL) PROPOSED C_L OF PROPOSED ANTENNAS_ ELEV. - 182' A.G.L PROPOSED ANTENNA MODELS: 1. COMMSCOPE NHH-65C-R28 98.0'a11.9'a].1' - 51.6 Iba - 1142.4 SCAN. 2. SAMSUNG LR6407-77A 35.08'a18.06%5.51' - 79.4 Iba - 583.08 SQ.IN. MONOPOLE AND 5) PROPOSED VERIZON WIRELESS e 40'z40' WOOD FENCED COMPOUND 10 ELEVATION SCALE: 1'-20' FOR 11d] 1'=10' FOR 22.34 0' 10' 20' 1 1 ANTENNA (NP.) Z-9 MOUNT ORIENTATION AT 192' �1 N.T.S 0 GqM 'N2iy�Mq sf TO JGO ePROPOSEDVERIZON WIRELESS ANTENNA Z-] (TYP.) G VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 WALNUT CREEK PARK Z1_9 TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ERIZON 5-6 IH (TYP.) Z-9 ZONING DRAWINGS ' 0 I 06/03/22 IFOR ZONING W, D-ewbei l y® Dewberry Engineers Inc. OB051aka Bmk O�n. Sub IDO GIen RIIm, VA ]3090 FM1ww swzao.�as� F¢BW11tl.]9I8 0?W5)"TH 0p y�O ttxx� �"1A01��� U ® DRAWN BY: LAW REMEWEO BY: BAR CHECKED BY: TIGS PROTECT NUMBER: 50129319 PROPOSED RUSH MOUNT 1 (SITE PRO P/N: UW56-NP SITE ADDRESS: OR APPROVED EQUAL) Z-e 1 3750 WALNUT CREEK PARK ROM NORTH GARDEN, VIRGINIA 22959 SHEET TIRE �m �D PROPOSED VERIZON 4 ELEVATION II �o � WIRELESS OVP Z_g Rm SHEET NUMBER MOUNT ORIENTATION AT 182' 3 N.T.S Z-5 \ CS 50' RADIUS FROM FACILITY u MEE DATA NUMBER TREE TYPE DIAMETER CANOPY TOP OF TREE ELEVATION TREE HBOHT 1 OAK 37" 24' 2742.3' AMSL ±77' 3 OAK 14" 16' 2749.5' AMSL t84.5' 4 OAK 28" 52' J:752.5' AMSL ±86' 5 OAK 31" 75' 3752.5' AMSL t86' 6 HICKORY t0" 27' ±752.5' AMSL ±87' 7 OAK 17" 32' t749.9' AMSL ±85' 8 OAK 26" 40' t749.5' AMSL ±83' 9 POPIAR 29" 44' t752.5' AMSL ±87' 10 OAK (TWIN) 27" 51 t749.5' AMSL ±84, 11 OAK 27" 58' t754.4' AMSL ±87' 12 OAK 13" 46' t754.4' AMSL ±87' 13 OAK 28" 69' t754.5' AMSL ±87' 14 HICKORY 52" 32' 1754.5' AMSL 387' 0 /o — —Q-, — � lz LEGEB4 k Existing Tree Line Existing Chain Link Fence Existing Minor Contors fi65 Existing Major Canton PROPOSED ROAD a a PROPOSED WOOD FENCE PROPOSED ACCESS/UTIUTY EASEMENT — — — — — — — — — — — PROPOSED LEASE AREA — — — — — — PROPOSED UNDERGROUND CONDUIT O I 13If I / 12 // 0 / o / O /- // o AN VaI20011 VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 /- WALNUT CREEK PARK / TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) / / Existing i Tree (TYP.) / (TO) BE REMOVED) 4 5 (TO BE REMOVED) � � 6 NOTE: TREE BRANCHES TO BE CLEARED SUCH THAT BRANCHES DO NOT OVERHANG ABOVE THE COMPOUND. NOTES: 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR CLARITY. 2. PROPOSED TOWER LOCATION AND ACCESS ARE APPROXIMATE PENDING LAND OWNER APPROVAL 3. TOWER AND FOUNDATION DESIGN BY OTHERS. 4. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 5. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILITY. 6. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. TREE SURVEY 7. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE SCALE: ,"-20' FOR 11.17 1 WATER OR SANRARY SERVICE. ,"-10' FOR 22x34 8. ADJACENT PARCEL BOUNDARIES AND 10' TOPOGRAPHY 0' to' 20' OBTAINED FROM ALBEMARLE COUNTY GIS. ZONING DRAWINGS 1 0 1 06/03/22 IFOR ZONING I f 1?ewbi i l y® Dewberry Engineers Inc. O6O51aka emk Oxn. Sub IDO GIen RIIm,VA ]3090 FW¢'VBW11tl.]9I9 darCe^Y mn Op pz I p�g�YL i }0 06/03/22 yv �SSTONI DRAWN BY: LIMA, RENEWED BY: BAR CHECKED BY: HGS PROTECT NUMBER: 50129319 SITE ADDRESS: i750 WALNUT CREEK PARK ROAD NORTH GARDEN, VIRGINIA 22959 SHEET TITLE TREE SURVEY SHEET NUMBER Z-6 Existing / / i Trailer Existing Chain I Link Fence / I I / I / \ Existing Building PROPOSED VERIZON \ I (TYPO I / / WIRELESS 40'x40' WOOD / \ FENCED COMPOUND 1 I \ PROPOSED 195' / 1 / I \ MONOPOLE / 1 1 1 PROPOSED VERIZON WIRELESS ® / 50'x50' LEASE AREA \ \ \ \ \ 666 \ \ \ \ [ 0 O\ _ \\� / LIMITS OF EG 664.2 1 DISTURBANCE \ (47,600 SF) 64 PROPOSED 12' WIDE / / \ \ \ \ \ GRAVEL ACCESS ROAD PROPOSED VERIZON WIRELESS I ©_ \ 20' WIDE NON—EXCLUSIVE \ \ \ \ ACCESS AND UTILITY EASEMENT / I Edge of Existing Gravel (Typ.) \ Existing Tree \ \ Line (TYPO PROPOSED 20' WIDE NON—ENCLUSW TEMPORARY ACCESS EASEMENT FOR CONSTRUCTION — PROPOSED TEMPORARY LEGEND Existing Roadwoy/feature Existing Tree Line Existing Chain Link Fence = e a Existing Wood Fence Existing Minor Condors — fi65 Existing Major Cantors LOCUS PROPERTY LINE PROPOSED ROAD a a PROPOSED WOOD FENCE PROPOSED ACCESS/UTIUTY EASEMENT — PROPOSED LEASE AREA — — — — — — PROPOSED UNDERGROUND CONDUIT SP1� PROPOSED SPOT ELEVATION MEG — MATCH EXISTING GRADE 1250 PROPOSED MANOR CONTOUR VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.05 SILT FENCE -0----0 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING 3.38 TREE PROTECTION —ff NOTES: 1. SOME EXISTING AND PROPOSED INFORMATION NOT SHOWN FOR CLARITY. 2. PROPOSED TOWER LOCATION AND ACCESS ARE APPROXIMATE PENDING LAND OWNER APPROVAL 3. TOWER AND FOUNDATION DESIGN BY OTHERS. 4. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 5. NO SIGNIFICANT NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS FACILITY. 6. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN HABITATION. THERE IS NO HANDICAP ACCESS REQUIRED. 7. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 8. ADJACENT PARCEL BOUNDARIES AND 10' TOPOGRAPHY OBTAINED FROM ALBEMARLE COUNTY GIS. 2 NPa a verizo 1l VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 a GRADING AND EROSION CONTROL PLAN SCALE: 1'-80' FOR 11.17 1'-30' FOR 22x34 0' 30, 60, WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS ' 0 I O6/03/22 IFOR ZONING W DeWL-eilji® Dewberry Engineers Inc. 06051aka emk Oxn. Sub IDO Glen RIIm, VA ]3090 PMxw 0W19a]95] FW¢'VBW11tl.]9I8 darCe^Ymn 0, J, p�gYL i 1jaNn01PN1e1WJ[.� }O O6/03/22 yva �SSfONA DRAWN BY: LAW REMENEO BY: BM CHECIQD BY: HGS PROJECT NUMBER: 50129319 SITE ADDRESS: i750 WALNUT CREEK PARK ROAD NORTH GARDEN, VIRGINIA 22959 SHEET TITLE GRADING & EROSION CONTROL PLAN SHEET NUMBER Z-7 1. SET THE STAKES. 2. EXCAVATE A 4'X 4" TRENCH UPSLOPE ALONG THE ENE OF STAKES. i 4. EACKFILL AND COMPACT THE EXCAVATED SOIL sF SILT FENCE N.T.S. USTrILF ]Yf.D 1lV.ira fun IDO]I GfRYWFHi SffOMG IpECCiCATIDYi f00. pEDYOMr Alw11 FFATIIICER C LtlE • 41{ry 1p Tlp MINYxYa,radSpNIN./w(n 13W11,4Dq R) • 1RyypWxmNlO:le°bYLlmxlane MaeYatl3lnWW (M9p ba./IfM'Oq. RI NOW:.A wp Ys.wCCw.:N vaerma.ln nv nra lvaWN al wn.:ld N:waeynm a ntieat Dnnalrl d re_ -NmNaYk kmewN wee Ym k Iw N_N Waco d m wlq ab5aq eYf rl:n ode. wMn MMlilN 9w'r/ AvrWbMl:pplR, ula ReeN: a_=+fMMTetM/r✓il`. ra Im 9aarlNo-eN..«. 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I.ve NWasynq Lpeyss we0. nMe n anY alwC n loemenbww miWe Jaeg wmn audeq p°mb. nuemb M �fl TABLE 3Jt43 OOICx REFERENCE FOR ALL REGIONS /CLLL APPLICATION WTlR RrlCN{ AFYLICATMt RAM :.d1•Fab . 15 Po/W Mnd AnmW RyrprrN lxaum molt Rnm16 CwW IWnwlgr lSanbnnalal 5p.t00IWa•rnl =nb. 16-Aq-]0 Mnur Rppnu OI 1ptp011Wwtl F.la/ I -Aup. ]I . AY41 5p IlOvacnl • Apply 1pd6tp leNXulnanb d45p burn(p 1p 4a.l1,W]q. R{ • ippy FWveNeO ApI[uxunl LlnroroznareY dlYnMwnIw PoIM.ItNpsp M11 NOry: ., .Awn Wn W wwwaal ro aex�mma IM acrvY anaum dyne rawaaaaWlaNNeou ol+daep. nCOipNW Nn krte BnE /atilixr imo tlM lop J _ 8 iMMa UIM fy Oy dWigP Yy CNN: mNN. -ttman awlyy slo,,.ly A.a�l.ma wuvgan. uw a.weN m F: mns.N.wNraWnI rNCMuI :rtas .4_.42] NUNi:m S,iRNS�eM (v Qrnlspmlm_ 5iln =� -pnF-. :..., 9F,.f d. w Wnrla4li�Nbla V�IZOI'1� VERIZON WIRELESS 1831 RADY COURT RICHMDND, VA 23222 WALNUT CREEK PARK - TIER III -PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS ' 0 I 06/03/22 IFOR ZONING I W� D—ewbei l y® Dewberry Engineers Inc. 46051aka Bmk O.n. Sub IDO Glen RIIm, VA ]3090 PMxw 0W190.]95] F¢BW11tl.]9I8 wwdN.rCe^Ymn O?��F,LTH pp yip og�TL i tjs TIn01DIp51WJ[.� }D 06/03/22 yva �SSfONN-�`� DRAWN 6Y: LMW RENEWED By. BAR CHECIQD W. EIGS PROJECT NUMBER: 60128319 SITE ADDRESS: i750 WALNUT CREEK PARK RDA[ NORTH GARDEN, VIRGINIA 22959 SHEET TITLE GRADING &EROSION CONTROL DETAILS SHEET NTENNA MOUNNNG FRAME TO BE INSTALLED ER TOWER DESIGN & STRUCTURAL ANALYSIS. ZIMUTHS BASED ON TRUE NORTH. ONTRACTOR TO VERIFY FINAL AZIMUTHS PRIOR 0 ANTENNA INSTALLATION. I THE EVENT THE RRH 'S ME TO BE MOUNTED N THE ANTENNA PIPE MOUNT WITH ANTENNA, HE CONTRACTOR SHALL ENSURE THE ANTENNA OUNT IS REINFORCED AND APPROVED BY A ICENSED STRUCTURAL ENGINEER. OS 10 3/4' TO 28" DIAMETER MONOPOLES. OR POLE SIZES 28' TO 42' DIAMETER ORDER EPARATELY PART { LP-42 ANTENNA STANDOFF MOUNTING DETAIL (1 SCALE: N.T.S. [Roll 1fl5 aim h,R� �5 m Y t26 RCMDC-6627-PF-48 OVP-12 BY RAYCAP 4 SCALE: N.T.S. F~ 1 fi.06' � TOP MEW n N n FROM MEW RIGHT WEIGHT: 87.1 LBS SIQE VOLUME 1.80 CU. FT. 1 MT6407-77A W INTEGRATED RRH 3 SCALE N.T.S. WEIGHT: C BOTTOM MEW VOLUME: 4.69 4.89 CU. FT. COMMSCOPE NHH-65C-R2B (PANEL ANTENNA) SCALE: N.T.S. g I 1 14.96"� SAMSUNG B2/11366A RRH ORAN RF44399-25A 5 SCALE: N.T.S. II 11 I-� .14,96"� SAMSUNG B5/11313 RRH ORAN RF4440d-13A 6 SCALE N.T.S. V�IZOI' I VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS ' 0 I 06/03/22 IFOR ZONING I f 1?g,F bear y® Dewberry Engineers Inc. 4B051aFa Bmk O1w. Sub IDO Glen RIIm, VA ]3090 FW¢'VBW11tl.]9I8 darvCe^Ymn DRAWN BY: LMW REAMED BY: BM CHECKED BY: HGS PROTECT NUMBER: 50129319 SRE ADDRESS: i750 WALNUT CREEK PARK ROM NORTH GARDEN, VIRGINIA 22959 SHEET MLE CONSTRUCTION DETAILS SHEET NUMBER WE 11 D]RNM. PATE OR I END POST OR GATE LATCH W/LOCK W000 RML v (TYP.) 1X4 WOOD (TYP.) TENSION BRACING OR COMPRESSION LINE POST BRACING EXTERIOR SIDE I FACILITY SIDE STOCKADE WOOD CORNER, L GATE. OR END POST (3) -WOOD BRACING -4X4 POST 4X4 POST m 3 1X4 WOOD) IIII GROUND AND SLOPE Illl ALL AROUND (TYP.) 11 0 -' 'MIN. TYPICAL SECTION WOOD FENCE DETAIL �\ SCALE: N.T.S. I MIRAFI STABIDZATION FABRIC PINCED ON COMPACTED SUB GRADE (GEOTIXRLE 150 MIL THICKNESS) CRUSHED STONE GRAVEL NOTE- `NDISTURBED OR COMPACTED FILL 1. FILL SHALL CONSIST OF CLEAN SOIL NO DELETERIOUS MATERIALS OR ORGANICS TO BE USED. GRAVEL YARD DETAIL 4 SCALE N.T.S. W (TYP) UTILITY SERVICE STAND @ SCALE: N.T.S. — VARIES (10'-0" MAX) 1-1/4" DATE FRAME �2"x2" - 9 GA. FENCE FABRIC 2" INTERMEDIATE POST 1/2" CROWN FOR STONE i n MR TILE FABRIC FABRIC 100* DIAM."CONCRUE p L FENCE NOTES: 1. ALTERNATE FOOTINGS FOR ALL FENCE POSTS IN LEDGE: IF LEDGE IS ENCOUNTERED AT GRADE, OR AT A DEPTH SHALLOWER MAN 3'-6", CORE DRILL AN 8" DIA HOLE 18" INTO THE LEDGE. CENTER POST IN THE HOLE AND FILL WITH CONCRETE OR GROUT. IF LEDGE IS BELOW FINISH GRADE, COAT BACKFILLED SECTION OF POST WITH COAL TAR, AND BACKFILL WITH WELL-DRMNING GRAVEL 2. ATTACH EACH GATE WITH 1-1/2 PAIR OF NON -LIFE -OFF TYPE. MALLEABLE IRON OR FORGING. PIN -TYPE HINGES. ASSEMBLIES SHALL ALLOW FOR 180' OF GATE TRAVEL. GATE OPENING 12'-0"— wlQ WITH SIZE PLAN) /B" DM. TRUSS ROD RTH TURNBUCKLE AT GATE GALV. LOCKABLE. DOUBLE DATE 1" GAP FINISH AND BI DATE BRAIDED COPPER GROUND STRAP. 2 PL (SEE GROUNDING SPECS) BOLT 0 TELEPHONE NOTE: 1. ALL STUB -UP CONDUITS INSIDE PULL BOXES WILL BE 6" FROM TOP OF BOX AND HAVE PULL SIRING AND CAPS. HAND HOLE/ PULL BOX DETAIL �1 SCALE: N.T.S. 1-1/4" TOP RAIL 2-1/2" GATE POST NO GAP BETWEEN FINISH GRADE AND FENCE FABRIC _/7 GA. TENSION ICREIE �6" D". BY 18" DEEP XL FOR DATE CONC. FOOTING WITH POSTS 1-1/4" PIPE SLEEVE, 6" L FENCE AND ACCESS GATE �1 SCALE: N.T.S. FOOTING IN NOTE 1) 4-POINT -1/2" CORNER POST 3/16" x 3/4" STRETCHER BAR AT CORNER AND DATE POSTS V�IZOI'1� VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS 1 0 I 06/03/22 IFOR ZONING I W DeWL-e1—raT Dewberry Engineers Inc. OB051aka Bmk O�n. Sub IDO GIen RIIm, VA ]3090 F- FW¢'VBW11tl.]9Il darvCe^Ymn H pp yt, OgYp,�M4L ljaraoMRD lw }0 06/03/22 yva �SSfONA1. DRAWN BY: LMW REMEWEO BY: BAR CHECKED BY: HGS PROI CT NUMBER: 50129319 SITE ADDRESS: i750 WALNUT CREEK PARK ROAD NORTH GARDEN, VIRGINIA 22959 SHEET TIRE CONSTRUCTION DETAILS SHEET NUMBER Z-10 24" WIDE ICE BRIDGE OVER H-FRAME EQUIPMENT MOUNT UGHT SWITCH W/TIMER ON END POST EQUIPMENT LIGHTS TO BE MOUNTED ON UTILITY EQUIPMENT STAND POST BELOW THE ICE BRIDGE (TP. OF 2) 24" WIDE ICE BRIDGE OVER H-FRAME EQUIPMENT AS — NEEDED ON THIS SIDE N07E: MEN EQUIPMENT FRAME IS INSTALLED ADJACENT TO CABINET PAD, INTERCONNECTING CONDUITS SHALL BE INSTALLED AT OR ABOVE GRADE. EQUIPMENT RESERVED SPACE FOR CHARLES CABINET IF NECESSARY u FIBER 10'-0' (H-FRAME W/ICE BRIDGE) GENERATOR PROPOSED VERIZON EQUIPMENT H-FRAME POST e1 PROPOSED VERIZON GPS ANTENNA ATS/AC ILC I. MP m PROPOSED EOUIPMENT PROPOSED VERIZON 4'x10' CONCRETE PAD FOR EQUIPMENT PROPOSED BATTERY CABINET EQUIPMENT LAYOUT PLA� N.T.S. EQUIPMENT H—FRAME POST /1— JAE RISER DETAILS 2 N.T.S. 10'-0" (CONCRETE PAD) PROPOSED VERIZON WIRELESS CPS ANTENNA VERI2QN WIRELESS EQUIPMENT: 1. CHARLES INDU IES CUBE-SS4B231PX2 EQUIPMENT CABINET WITH BATTERY INCLUDED. 2. CHARLES INDUSTRIES CUBE-BB48UHNA BATTERY CABINET INCLUDED. 3. RAYCAP OVP 18'x18' FIBER JUNCTION BOX, NEMA 3R, CABINET ENCLOSURE WITH WOODEN BACKBOARD, PADLOCK LATCH, AND COMBINATION LOCK (USE FOR DARK FIBER SITES). 26" WIDE x 78" TALL x 12' DEEP ASCO D300L SERIES POWER TRANSFER LOAD CENTER MODEL AA30013-1PH-N-31R INTEGRATED LOAD CENTER 'ILC' WITH COMBINATION PADLOCK 22" WIDE x 26" TALL x 20" DEEP CHARLES INDUSTRIES CUBE-RL1003C-A WITH HEAT EXCHANGER (120V) AND WITH TRIPP-LTTE UPS PART VERIFY IF THIS IS NEEDED) COORDINATE ADDITIONAL ENTRY DATE LOCK(S) WITH CONSTRUCTION MANAGER IS NOT A COMPREHENSIVE UST. IT SHOULD BE MED BY THE CONTRACTOR THAT ALL OTHER ITEMS LED IN THIS SET OF DRAWINGS SHALL BE PROVIDED 1E CONTiACTOR.- NOTES: 1. SEE CABLE/CONDUIT ROUTING SHEET. 2. BOTTOM OF OVPa SHALL NOT EXCEED 36" ABOVE FINISHED GRADE �m ILC i 2' WIDE ICE BRIDGE ON EACH SIDE SUPPORTED BY POST (MINIMUM) 2 r--T LIGHT I TF MAATAN 15' CLEARANCE ABOVE RRHs CHARLES TELCO CABINET WITH —UPS (IF NECESSARY) _18'x18' FIBER JUNCTION BOX (IF UPS IS NOT REQUIRED) 11 VerIZOI'1n/ VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 WALNUT CREEK PARK - TIER III - PERSONAL WIRELESS FACILITY (NORTH GARDEN) ZONING DRAWINGS ' 0 06/03/22 FOR ZONING W DeWL-e1—raT Dewberry Engineers Inc. OB051aka Bmk O�n. Sub IDO GIen RIIm, VA ]3090 PMxw 0W190.]95] FW¢'VBW11tl.]9I8 darvCe^Ymn op p tx�I og�yApY L 5 lxraolm�lmA }0 06/03/22 yva �SSfONAL DRAWN BY: LAW RENEWED BY: BAR CHECKED BY: HGS PROJECT NUMBER: 50129319 SITE ADDRESS: i750 WALNUT CREEK PARK ROAD NORTH GARDEN, VIRGINIA 22959 SHEET TIRE EQUIPMENT MOUNTING DETAILS SHEET NUMBER Z-11 REAR FRONT