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HomeMy WebLinkAboutSE202100038 Resubmittal 2021-10-22BC ARCHITECTS ENGINEERS, PLC 5661 COLUMBIA PIKE, SUITE 200 FALLS CHURCH, VA 22041-2868 TEL (703) 671-6000 CONTACT: BRIAN QUINN, AIA FAX: (703)671-6300 PRINCIPAL EMAIL: bquinn@bcplc.com COMPANY REGISTRATION NO.: 452739 CROWN CASTLE 6325 ARDREY KELL ROAD, SUITE 600 CHARLOTTE, NO 28277 TEL: (877)486-9377 CONTACT: SARAH BROWN PROJECT MANAGER NEW TOWER CONSTRUCTION TEL: (850)251A236 EMAIL: Saiah.Bmm@crownpstle.com PROJECT TITLE FINAL ZONING DRAWINGS FOR A 70' MONOPOLE DROP & SWAP STARTING FROM CROWN OFFICE AT 6325 ARDREY KELL RD, CHARLOTTE, NO 28277: 1. DEPART AND HEAD WEST ON ARDREY KELL RD 0.1 Al 2. TURN RIGHT ONTO NC-16/PROVIDENCE RD 0.5 Al 3. TAKE THE RAMP ON THE RIGHT FOR I-485 NORTH AND HEAD TOWARD MATTHEWS 25.9 MI, 22 MIN 4. AT EXIT 30, HEAD RIGHT ON THE RAMP FOR 1-85 TOWARD GREENSBORO/SPARTANBURG 72.6 MI, 55 MIN 5. KEEP STRAIGHT TO GET ONTO 1-85 N BUS/US-70 E/US-29 N 4.1 MI 6. KEEP STRAIGHT TO GET ONTO 1-40 E/1-85 N BUS/US-220 N/US-70 E/US-29 N 1.7 MI 7. AT EXIT 223, HEAD RIGHT ON THE RAMP FOR US-220 NORTH/US-29 NORTH/US-70 EAST TOWARD REIDSVILLE 3.2 MI 8. KEEP STRAIGHT TO GET ONTO US-29 N/N OHENRY BLVD N 36.9 MI, 29 MIN 9. AT EXIT 168, HEAD RIGHT ON THE RAMP FOR US-29 NORTH/US-58 EAST TOWARD LYNCHBURG/SOUTH BOSTON A MINOR CONGESTION • ENTERING VIRGINIA 23.7 MI, 23 MIN 10. TAKE THE RAMP ON THE LEFT FOR US-29 NORTH AND HEAD TOWARD LYNCHBURG 9.6 Al 11. TAKE THE RAMP ON THE LEFT FOR US-29 AND HEAD TOWARD LYNCHBURG MINOR CONGESTION 34.7 MI, 36 MIN 12. TAKE THE RAMP ON THE RIGHT FOR US-29 NORTH/US-460 EAST AND HEAD TOWARD APPOMATTOX/CHARLOTTESVILLE/LIBERTY UNIVERSITY MARATHON GAS ON THE CORNER 2.5 MI 13. KEEP STRAIGHT TO GET ONTO US-460 E/US-501 S/US-29 N/JERRY FALWELL PKWY 1.9 MI 14. KEEP STRAIGHT TO GET ONTO US-29 N/US-460 E/RICHMOND HWY A MINOR CONGESTION 2.1 MI 15. TAKE THE RAMP ON THE RIGHT FOR US-29 N AND HEAD TOWARD AMHERST/CHARLOTTESVILLE 60.3 MI, 54 MIN 16. TAKE THE RAMP ON THE RIGHT FOR 1-64 EAST AND HEAD TOWARD CHARLOTTESVILLE 6.0 Al 17. AT EXIT 124, HEAD RIGHT ON THE RAMP FOR US-250 TOWARD SHADWELL 0.3 MI 18. TURN RIGHT ONTO US-250 E/RICHMOND RD TOWARD SHADWELL 1.9 MI 19. TURN LEFT ONTO VA-22/LOUISA RD 0.3 Al 20. TURN LEFT 466 FT 21. ARRIVE AT YOUR DESTINATION ON THE RIGHT SITE DIRECTIONS rCROWN CASTLE SITE NAME: UNION RUN SITE ID: 842590 ADDRESS: 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 0 SITE 7- r. VICINITY MAP 11"x17"SCALE: 1"=2,000' 2436" SCALE: 1" = 1,000' NORTH SITE INFORMATION PARCEL IDENTIFICATION: 07900-00-00-01000 PARCEL ADDRESS: 2987 EDGEHILL DR CHARLOTTSVILLE, VA 22911 PROPERTY OWNER: ALBEMARLE EDGEHILL FARM, LLC LOUISA ROAD, KESW ICK, VA 22947 DEED REFERENCE: IDS 3364 PG 522 JURISDICTION: ALBEMARLE COUNTY ZONING CLASSIFICATION: RA (RURAL AREAS) LAND USE: - PARCEL SIZE: 684.60 AC TOWER HEIGHT & TYPE: 70' MONOPOLE GEOGRAPHIC COORDINATES: LATITUDE: 38° 00' 54.10" (NAD 83) (38.015028°) LONGITUDE: -78° 23' 41.28" (NAD 53) (-78.394783°) 1A GROUND ELEVATION: 431.6' AMSL (NAVD 88) CODES: 20181BC, NEC 2017 EMERGENCY INFO: JURISDICTION: ALBEMARLE COUNTY LOCAL FIRE & RESCUE: (434) 296-5833 LOCAL POLICE: (434)972-4001 BUILDING OFFICIAL CONTACT: NAME: MICHAEL DELLINGER ADDRESS: 401 MCINTIRE RD CHARLOTTESVILLE, VA 22902 PHONE NO.: (434) 296-5832 EXT. 3228 DRAWING INDEX SHEET NUMBER DESCRIPTION T-1 TITLE SHEET 3 SHEETS SURVEY A-0 SITE PLAN - EXISTING A-1 COMPOUND PLAN - EXISTING A-2 COMPOUND PLAN - PROPOSED A-3 EXISTING & PROPOSED TOWER ELEVATIONS A-4 PROPOSED TOWER LOADING A-5 ICEBRIDGE DETAILS A-6 SIGHT DISTANCE PLAN & PROFILE A-7 CIVIL DETAILS A-8 SITE ENTRANCE PLAN & VDOT PE-1 ENTRANCE DETAIL A-9 FENCE & GATE DETAILS A-10 ANTENNA MOUNT DETAILS CROWN 4V CASTLE 6011 .YeLANY iMKMY 412 IW wvauv, w zn.Y m (mu Sl0-]IN ac<h isecsa evgt vse ea �LTH op RISTOPHER D v MORIN 10.19. Z1 No. 032984� SIONA T. to: m a a a a a a a a � o o z o y 3 o Z N o z z z z O�= a 2244555 L'3 0 0 0 z z O Q in000 o � z DRAWN BY: AGT CHECKED BY: BMQ DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 � F PARENT PARCEL VS�gTF 6 36D3 �F'D 4 zzz toll ACCESS EASEMENT LEASE � PARCEL OVERALL VIEW 200 0 400 ROD GRAPHIC SCALE IN FEET SCALE: 1' = 400' ISPC Ain7C C DA DGA/T DA D!'C/ LEGEND roc roWrarcaNFmcexwvr roe roWrareELIAETc TIFF NRAYrINFDImD ANr CABINET e,Ee-v CABINET EM cA EIECIRC N£TER Nm N m CE eFO SRJDG E 5,0 cLrAVaAr I mu RC r RFI.TOFCm COxcAErt rEc Re Rraan ero euRo o�rc ou oYEAEaD UTnm u G G— UABXJHGROU'tl G15 LPE E UADEM,ROU'tl FIECiRM.AL LIE T — IIDFAGRORA`D TIOECOMMIYE.ADNL LIE CURVE TABLE SURVEYOR CERTIFICATION I HEREBY CERTIFY THAT THIS MAP IS CORRECT AND THAT ANY V61BLE ENCROACHMENTS CR'�)ARE �SHOWN HEREON. 7/6/2021 G. DARRELL TAYLOR, PUS DATE THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN RENEWED BY LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. THIS MAP IS ONLY WENDED FOR TIE PARTIES AND PURPOSES SHOWN. THIS MAP IS NOT FOR RECORDATION. SURVEYOR'S NOTES ALL PRIVATE UTILITY INFORMATION WAS PROVIDED BY GPRS INCORPORATED, SUBMITTAL NUMBER 274863 DATE 0622-2021 75 0 150 300 LINE ARC 1 RADIUS 1 CHD. BRG. CHD. GRAPHIC SCALE IN FEET C 1 155.82' 134.98' S75'00'06' 147 31 SCALE: 1' =150' V/C/NITY MAP NOT TO SCALE GENERAL NOTES USED AS AN EKHIBIT OR EVIDENCE IN THE FEE SIMPLE TRNIBFFAIML OF THE PARENT PARCEL NOR ANY PORTION OR PORTIONS THEREOF. BOUNDARY INFORMATION SHOWN HEREON HAS BEEN COMPILED FROM TAX MAPS AND DEED DESCRPTIONS ONLY. NO BOUNDARY SURVEY OF THE PARENT PARCEL WAS PERFORMED. THIS DRAWING DOES NOT REPRESENT A BOUNDARY SURVEY THIS SPECIFIC PURPOSE SURVEY WAS PREPARED WITHOUT BENEFIT OF ATITLE REPORT WHICH MAY REVEAL ADDITIONAL CONVEYANCES, EASEMENTS, OR R HTSOFWAY NOT SHOWN HEREON. EWPMENT USED FOR ANGULAR & LINEAR MEASUREMENTS: LUOCA TPS 1200 ROBOTIC & GEONAX ZENITH 35. (DATE OF LAST FIELD VISIT: 6/22/202II BEARINGS SHOWN ON THIS SPECIFIC PURPOSE SURVEY ARE BASED ON GRID NORTH (HAD 83) VIRINIA SOUTH ZONE. PER THE FEMA FLOODPVJN MAPS, THE SITE IS LOCATED W A4 AREA DESIGNATED AS ZONE X IAREA OF MINIMAL FLOOD HAZARD), COMMUNITY PANEL NO.: 5100300295D DATED: OZ/04/2005 NO WETLAND AREAS HAVE BEEN INVESTIGATED BY THIS SPECIFIC PURPOSE SURVEY. VERIFIED WITH THE PROPER ZONING OFFICIALS. UNDERGROUND UTILTIES SHOWN COMPRISE AL SUCH UTILITIES IN THE AREA EITHER INSERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT ANY UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED ANY N/F JAMIEB. TOVWVSEND, N. WALLACE & BRIANC. YOUNG, TEES OF THE CHARL07ESYILLE 'CHURCH OF THE NAZARENE CEL ID: 079000OVO00840 DB 3603 PG 703 ZONED RA PARCEL 'A' (PER DB3503PG703) Know what's below. H OF -�r 9 c�2 G. DARRELL TAYLOR D Uo Lic. No. 2985 No sua��y.,64 10. 7/tl ON REV. TOWER (LOCATION cM U) O o z cl'— ai rn O�5� E O w WoM T ; CL � I 0dt 3 O N y R � cUNci� N I.0 a 0 � zz�=o6ro 0 Lo l0 > aJ O Qo A�� a CL J CL C- 3 SPECIFIC PURPOSE SURVEY PREPARED FOR: CROWN v CASTLE I UNION RUN I SITE NUMBER: BU 842590 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA DRAWN BY: GTH SHEET: CHECKED BY: JKL NIPROVED: D. MILLER DATE: JULY 6, 2021 LEASE PARCEL - AS PROVIDED & AS SURVEYED ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN RIVANNA MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA, AND BEING A PART OF THE LANDS OF ALBEMARLE EDGEHILL FARM, LLC, AS RECORDED IN DEED BOOK 3364 PAGE 522, ALBEMARLE COUNTY RECORDS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 5/8-INCH REBAR FOUND ON THE SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 64, SAID REBAR HAVING A VIRGINIA GRID NORTH, NAD83, SOUTH ZONE VALUE OF N:3893176.3917 E: 11513231.3675; THENCE RUNNING ALONG SAID RIGHT-OF-WAY UNE, SOUTH 75°34'52' EAST, 40.D0 FEET TO A POINT AT THE NORTHEAST CORNER OF SAID LANDS; THENCE LEAVING THE RIGHT-OF-WAY LINE AND RUNNING ALONG THE EAST PROPERTY LINE, SOUTH 14°25'08" WEST, 40.00 FEET TO A 1/21NCH REBAR FOUND HAVING A VIRGINIA GRID NORTH, NAD83, SOUTH ZONE VALUE OF N:3893160.8188 El 1513210.5559; THENCE LEAVING THE PROPERTY LINE AND RUNNING, NORTH 75°34'52' WEST, 40.00 FEET TO A POINT; THENCE, NORTH 14'25'08" EAST, 40.00 FEET TO A POINT AND THE POINT OF BEGINNING. BEARINGS BASED ON VIRGINIA GRID NORTH, NAD83, SOUTH ZONE. SAID TRACT CONTAINS 0.0367 ACRES (1,600 SQUARE FEET), MORE OR LESS. 30' INGRESS -EGRESS & UTILITY EASEMENT- AS SURVEYED TOGETHER WITH AN A 30FOOT WIDE INGRESS -EGRESS AND UTILITY EASEMENT (LYING 15 FEET EACH SIDE OF CENTERLINE) LYING AND BEING IN RIVANNA MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA, AND BEING A PART OF THE LANDS OF ALBEMARLE EDGEHILL FARM, LLC, AS RECORDED IN DEED BOOK 3364 PAGE 522, ALBEMARLE COUNTY RECORDS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: TO FIND THE POINT OF BEGINNING, COMMENCE AT A 5/8-INCH REBAR FOUND ON THE SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 64, SAID REBAR HAVING A VIRGINIA GRID NORTH, NAD83, SOUTH ZONE VALUE OF N:3893176.3917 El1513231.3675; THENCE RUNNING ALONG SAID RIGHT-OF-WAY LINE, SOUTH 75'34'52" EAST, 40.00 FEET TO A POINT AT THE NORTHEAST CORNER OF SAID LANDS; THENCE LEAVING THE RIGHT-OF-WAY UNE AND RUNNING ALONG THE EAST PROPERTY UNE, SOUTH 14°25'08- WEST, 40.00 FEET TO A 1/24NCH REBAR FOUND HAVING A VIRGINIA GRID NORTH, NAD83, SOUTH ZONE VALUE OF N:3893160.8188 E:11513210.5559; THENCE LEAVING THE PROPERTY UNE AND RUNNING, NORTH 75°34'52" WEST, 40.00 FEET TO A POINT; THENCE, NORTH 14°25'08' EAST, 15.00 FEET TO A POINT AND THE TRUE POINT OF BEGINNING; THENCE RUNNING, NORTH 75°34'52' WEST, 16.81 FEET TO A POINT; THENCE, SOUTH 82'35'35" WEST, 83.73 FEET TO A POINT; THENCE, NORTH 82'38'01' WEST, 20.04 FEET TO A POINT; THENCE, NORTH 67°42'53' WEST, 171.10 FEET TO A POINT; THENCE, NORTH 68°55'14' WEST, 108.95 FEET TO A POINT; THENCE, NORTH 66'47'55" WEST, 115.59 FEET TO A POINT; THENCE, NORTH 74°14'03' WEST, 122.54 FEET TO A POINT; THENCE, NORTH 71'54'25" WEST, 309.61 FEET TO A POINT; THENCE, NORTH 75°20'03' WEST, 50.87 FEET TO A POINT; THENCE, 155.82 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 134.98 FEET AND BEING SCRIBED BY A CHORD BEARING, SOUTH 75°00'06" WEST, 147.31 FEET TO A POINT; THENCE, SOUTH 37°59'27" WEST, 100.78 FEET TO A POINT; THENCE, SOUTH 42°42'42" WEST, 39.90 FEET TO THE ENDING AT A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF RICHMOND ROAD (HAVING AN 80FOOT PUBLIC RIGHT-OF-WAY). BEARINGS BASED ON VIRGINIA GRID NORTH, NAD83, SOUTH ZONE. MGM7 /NT 'WAY(lNE Y L ST 64 #3603Y Dg4 3603 703) POC: IPF 5/8' RB POB: LEASE N:3893176.3917 k 5 WIREEEIyCE E:11513231.367 _... C/L 30' INGRESS EGRESS 16' UNDERGROUND TREE TELECOM FLAc* BFO MARKE X - TELL' 21' TREE -& E1TILITY EASEMENT _ -- _� 23 T Sys �_ PROPOSED TOWER 4� n.. �,, NE :gyp , ,f0'PI5 __� \ TREE a r= E%ISTIN�, TOWER \, �L__ N82380; 20.04' SITE INFORMATION LEASE PARCEL = 1,600 SQUARE FEET (0.0367 ACRES) LATITUDE = 38°00'54.10' (NAD 83) (38.015028°) LONGITUDE =-78°23'41.22' (NAD 83) (-78.394783°) AT CENTER PROPOSED TOWER ELEVATION AT CENTER OF PROPOSED TOWER = 431.6' A.M.S.L. LEGEND POC PpxrGaconaxxcnxxr Paa PoevrGPeEcwx+c ar xO Fq.9A) AbF liON'MOR Fpu1EPo.Y cAe cAerxl CIV E(A nFFclwc4xrm xx xwowae C m sExt=n aEwour av ervt ar m aEaroxm ePa¢ xe AFPAIf BPo 6112IDf4ER OPTIC od G�rmxaG umm G G- UADFRGROLYN GAS LNE E Iaaaroaccmxa lax T - IaaPacAGuro macawaaaralrorlux PARENTPARCEL ALBEMARLE EDGEHILL FARM, LLC PARCEL ID., 0790000."1000 DB 3364 PG 522 ZONED RA RESIDUE 77WP 7910 ALBEMARLE EDGEHILL FARM, LLC (PER DB 3364 PG 522) 70' FALL ZONE EASEMENT AREA LINE BEARING DISTANCE L1 N14'30'13" 39.77' L S7630'13" 31.36' L N57'08'51 " 57.17' LINE 1 ARC 1 RADIUS 1 CND. BRG. CHD. CA 12J. 59'1 70.00 S54'5341' 108.15' 12 431 CABS 430 (2) pJ v �, / •O � b29 TREE `� IPF 1/2' RB - / _ _ - N:3893160.8188 ___________ ____E:11513210.555/ `� ---- _- 428 70' FALL ZONE LEASE PARCEL - 427 (PER DB 3603 PG 703) PoB: 70' FALL ZONE EASEMENT AREA / (AS PROVIDED & AS SURVEYED) EASEMENT AREA / NIF JA B. TOWNSE ROBERT W. WALAL LACE & BRIAM C. YOUNG, / AS TRUSTEES OF 774E CH4RLOT7ESYI7.LE / FIRST CHURCH OF 774E N42ARENE / PARCEL ID., 079060000006AO i DB 3603 PG 703 -- _ ZONED RA PARCEL 'A' (PER DB 3603 PG 703) 10 0 20 40 GRAPHIC SCALE IN FEET SCALE: F = 20' H of 7 9 C) G. DARRELL TAYLDR D Lic. No. 2985 P k.&D SURv'ya-al M (n O 7� Cl'- N 0) E OU O O Lu oMCL T ; �I 0dt y O to d C y g c75 SO- 3uiU-)- a y O1010 Q > 0) L7 In O $'+ Z z,o O O CL QC7t o A(.0 J�C �-� a 3 SPECIFIC PURPOSE SURVEY PREPARED FOR: CCCROWN �f CASTLE I UNION RUN I SITE NUMBER: BU 842590 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA DRAWN BY: GJH SHEET: CHECKED BY: AL APPROVED: D. MILLER DATE: JULY 6, 2021 2 H OF -tr EDGEHILL ROAD luuc�` G. DARRELL TAYLOR Lic. No. 2985 N,752 p �'37y (2) 70' FALL ZONE EASEMENT AREA ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN RMANNA MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA, AND BEING A PART OF THE LANDS OF CONVEYED FROM ALBEMARLE EDGEHILL FARM, LLC TO JAMIE B. TOWNSEND, ROBERT W. WALLACE AND BRIAN C. YOUNG AS TRUSTEES OF THE CHARLOTTESVILLE FIRST CHURCH OF THE NAZARENE, AS RECORDED IN DEED BOOK 603, PAGE 703, ALBEMARLE COUNTY RECORDS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 1/21NCH REBAR FOUND ON THE 'A" AS DESCRIBED ON A PLAT RECORDED IN THE POINT BEING FURTHER LOCATED AT THE END OF BOUNDARY LINE AS SHOWN ON SAID PLAT: SAID I THE NORTHWEST CORNER OF SAID PARCEL A AND THE EASTBOUND LANES OF INTERSTATE 64: THEN :RN BOUNDARY OF PARCEL EAST, 57.17 FEET TO THE FERN BOUNDARY LINE OF PARCEL IE DESCRIBED CONVEYANCE; SAID NORTH 57°08'51' EAST 231.22 FOOT T HAVING A VIRGINIA GRID NORTH, .513210.5559; THENCE RUNNING WIT ST, 39.77 FEET TO A POINT LOCATED THE SOUTHERN RIGHT-OF-WAY LINE CE RUNNING WITH SAID RIGHT-OF-WAY THENCE LEAVING SAID RIGHT -OF -WA' FEET ALONG THE ARC OF A OF 70.00 FEET AND BEING SCRIBED 5 FEET TO A POINT LOCATED ON THE 1 RUNNING WITH SAID BOUNDARY. BEARINGS BASED ON VIRGINIA GRID NORTH, NAD83, SOUTH ZONE. SAID TRACT CONTAINS 0.0556 ACRES (2,424 SQUARE FEET), MORE OR LESS. IF NV RCP (352.2) N>>Sy2� C/L 30' INGRESS -EGRESS & UTILITY EASEMENT (AS SURVEYED) PARENT PARCEL ALBEMARLEEDGEHILL FARM, LLC PARCEL ID: 07900VOMVI000 DB 3364 PG 522 ZONED RA RESIDUE TMP 79LI0ALBEMARLE EDGEHILL FARM, LLC (PER DB 3364 PG 522) 75 0 150 3D0 GRAPHIC SCALE N FEET SCALE: 1' =150' 1 171.10 S&z' Ng22p 04, W 3 ,5?"N NI516 81/ LEASE PARCEL (SEE SHEET 2 FOR DETAILS) loll M (n O 7� o = N 0) C7 O E OU `_ O O w �M m a) ; O y (n S U UjL'i a Q > (v Lq U-) 9 z z 0 00 o6 N O CL O m� J � Li �- n 3 SPECIFIC PURPOSE SURVEY PREPARED FOR: CCCROWN v CASTLE BU 842590 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA DRAWN BY: GJH SHEET: CHECKED BY: n APPROVED: D. MILLER DATE: JULY 6, 2021 3 SUBIEGT PARCEL PARCEL ID: I_ ( 07900-00-00-01000 I OWNER ALBEMARLE I 1 EDGEHILL FARM LLC OWNER ADDRESS: RO I BOX 5 KESWICK, VA 22947 PARCEL ID: 1 PROPERTY ADDRESS: 07900-00-00-605AO 2987 EDGEHILL DR OWNER: ALBEMARLE I DB/PG: 3364/522 EDGEHILL FARM LLC 1 ACREAGE: 684.60 OWNER ADDRESS: PO I ZONING: RA - RURAL BOX 5 KESWICK, VA I AREAS 22947 PROPERTY ADDRESS: 1 461 UNDERHILL LN DB/PG: 4548/326 -T i ACREAGE: 485.90 $ ZONING: RA - RURAL AREAS I 1 I T (Bp RipH�p S 1`w_WAY (l Opp/Chp Rom TRUE NORTH �\ EXISTING ADJOINING PROPERTY LINE 11) I �EXISTING SUBJECT PARCEL UNE / PARCEL ID: 07900-00-00-01OA0 OWNER: ALBEMARLE EDGEHILL FARM LLC / OWNER ADDRESS: PO 1' BOX 5 KESWICK, VA ` 22947 PROPERTY ADDRESS: N/A DB/PG: 0/0 1 ACREAGE: 173.80 1 ZONING: RA - RURAL \ AREAS SCALE IN FEET k e 0 1000 2000 4000 6000 RO EXISTING CHURCH BUILDING PARCEL ID: 07900-00-00-008AO OWNER: ROBERT W. WALLACE & BRIAN C. YOUNG, TRUSTEES OWNER ADDRESS: 1011 EWOT AVE, CHARLOTTESMLLE, VA 22902 PROPERTY ADDRESS: 3056 LOUISA RD DB/PG: 3603/703 ACRLAGE 6.77 ZONING: RA - RURAL AREAS I EXISTING SITE LOCATION PLAN -PARENT PARCEL .I F FIBER CONDUTF HH HANDHOLE UGT UNDERGROUND TELCO PPC POWER PROTECTION CABINET R-O-W RIGHT-OF-WAY CPS GLOBAL POSITIONING SYSTEM BFO BURIED FIBER OPTIC GC GENERAL CONTRACTOR /STjq,G \ R pulp EXISTING UAf UTILITY I 361 EXISTING REQUIRED VDOT-STANDARD PRIVATE ENTRANCE (PE-1) SCALE IN FEET R 0 100 200 400 600 EXISTING 18' RCP INV.=ELEV. 360.9' 1- W(lrxlr) 1 1--10W 124"%38'1 ` _X VARIgB(E INTERSTATE 64 XEXISTIN� (PEXR OB 3 03L'pGEI03CCESS 16, ---T-XI�NG 5' WIRE FENCE TREE X_X � _,/ _ HH EXISTING CONTOUR (TYP.) U� NDERGROUNfl _ TELECOM FLAG E � EXISTING f 7" PINE TREE I/ F EXISTING 4 10' PINE \\ TREE EXISTING UNDERGROUND - UTILITY CONDUITS STING TREEUNE (TYP.) EXISTING ACCESS (GRASS) PROPOSE�D,,,300'' CROWN AOCM UTU EASEM%NT EXISTING AT&T METER, PRO & OTHER EQUIPMENT ON 5'-0* H-FRAME 22" CEDAR TREE HANDHOLEZ THIS IS THE REFERENCED TREE PER THE JURISDICTION THAT IS USED TO DETERMINE THE PROPOSED TOWER HEIGHT. GC PROVIDE ALL NECESSARY PRECAUTIONS TO M4IMAIN TELCO REMUST HEALTH AND SAFETY OF THIS TREE. GC SKILL PROVIDE EXTHE EXISTING A 3' TALL CHAIN UNK FENCE SURROUNDING THE TREE AT THE BASE OF THE TREE DRIP UNE. CONSTRUCTION OF THIS �X TRFENCE MUST TAKE PLACE PRIOR TO ANY CONSTRUCTION \X�r ACTIVITY AND MUST REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTMTIES HAVE ENDED. 1k] PROPOSED TOIYEIt EXISTING LOCATION 21 TREE C� 70 T / 1 l8� I ISIING 50' k EN POLE Ty.,.,,,, EXISTING 18" WED) CEDAR Rj€B EXISTING AT&T EQUIPMENT ON 10' X 12' PAD (TO REMAIN) r NO y! ItSI 'WL!!� EXISTING 40' X 40' (1,600 SCALE IN FEET SF) CROWN LEASE AREA 0 5 10 20 30 \ EXISTING SITE PLAN WITH PROPOSED MONOPOLE EXISTING HANDHOLE W/ BFO MARKER & (2) TELCO EXISTING 18" RCP INV =ELEV. 362.2' VgRHR� R/CRT OFN ARSTA� 64 ✓✓\3 PAY M03p ACCESS ipER OB PROPOSED 30' CROWN ACCESS/UIIIIY FASENENT CROWN Or CASTLE miqumene wawar anE Sao emrw, w 2]iJB m (eu) JID-]IN L C" e v<h I:: engi eae es FE14CE LTH Op 71111 r� 31 RISTOPHER D v 450 /479 428 r VIA) pQ-pe�JtaE 0� TRUE NORTH 2 1'�5' (24"X38'I C TOWER SETBACKS PER SECTION 18-5.1.40(b)15) REQUIRED PROVIDED NORTHERN PROPERTY UNE 70' 12' EASIEM PROPERTY UNE 70' 37'-6' SOUTHERN PROPERTY UNE 70' 46'-7- WESIBM PROPERTY UNE 70' 601'-8' THE SETBACK REQUIREMENTS FOR UWDSCAPING AND PARKING AM NOT REWIRED FOR THIS PROTECT YX40' (1,600 SF) SE AREA 70' RNMUS TOWER SETBACK ENLARGED PORTION OF EXISTING SITE LOCATION PLAN SHOWING PART OF PARENT PARCEL CONTAINING LEASE AREA & ACCESS/UTILITY EASEMENT MORIN 10.19.21 No. 032984 j0NAL � o o wc,o p w Q �i i i i i i o 0 cos x d < o z DRAWN BY: AGT CHECKED BY: BMO DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 T SHEET TITLE SITE PLAN -EXISTING TRUE NORTH SHEET NUMBER SOME: 1•-2N'(11"x1]") 3 "�' Iz) A-0 EXISTING TELCO PYED. (TO REMAIN) 4?7 _X_X_X_X-X -X-X-X -X STING 16" EXISTING HANDHOLEE (TO (TO REMAIN) - MAIN) / UNDERGR UNI5-TELECOM v Cp EXISTING 5' `\ WyI/RE FENCE (TO REMAIN) X_ EXISTING 23" O3 / X - MEE_(TO--------------- -/ E%ISTING 21" REMAIN) TREE (TO REMAIN) FUG,(-10 REMAIN) NOTE °3,/ THIS IS THE REFERENCED TREE PER THE JURISDICTION THAT IS USED / TO DEIERMINE THE PROPOSED TOM HEIGHT. GC MUST PROVIDE Al F 6 — NECESSARY PREOMRIONS TO MAINTAIN THE THE HEALTH -AND SWM-DF / 7 C'T THE TR GC-SIINt-PR6VI�TALL CHAIN LINK FENCE / EXISTING CONTOUR (TYR) EXISTING 7" PINE F F - JS( RROUNDf THE TREE AT THE BASE OF THE TREE DRIP LINE TREE (TO F CONSTRUCTION OF THE FENCE MUST TAKE PUCE PRIOR TO ANY PROPOSED 30' CROWN REMAIN) / F CT ACTIVTY-AND MUST R€MAIIN INPIACE UNTIL ALL / ACCESS/UTILITY EASEMENT F / F - - - - - - - - - - - - - GONSIRUCTDN ACMES HAVE ENDED. / DIETING CROTIN Sd-v WOODEN POLE (TO BE RBJDVED) / Nb1 EXISTING 18" CEDAR // / I TREE (TO REMAIN) / __--------. f / AT&T CABLES TO BE REROUTED TO MEN TOWER � ® / EXISTING AT&T RX + + + + + CABINET (TYP.) (TO / +++ + + ++ + REMAIN) / EXISTING AT&T 24" ICEBRIDGE (NP.) (TO REMAIN) / / S + + + + + + + +l EXISTING AT&T GPS UNIT (TO REMAIN) / + + + ++ + + + + + + / + + + + + + + + + + + EX ATFIBER SUCK BOX (TO REMAINY EXISTING AT&T STACKED CABINETS (TO REMAIN) EXISTING 10" PINE I EXISTING AT&T RBS 3106 + \ \ TREE (TO REMAIN) / CABINET (TO REMAIN) +++ / a + / EXISTING AT&T JUNCTION BOX w +++ EXISTING AT&T CABINET (TO REMAIN) \ / / (TYP. OF 2) (TO REMAIN) +++ w ` F F F ,,-EXISTING UTILITY CONDORS na _ +++ k F F - + + a I EXISTING AT&T 10' X 12' EQUIPMENT PAD (T04EMAIN) / EXISTING AT&T METER, PPC &OTHER GT + EQUIPMENT ON 5'-0° H-F-FRAME (TO REMAIN) EXISTING CROWN 1,600 SF LEASE AREA (TO REMAIN) EXISTING a - EXISTING AT&T CABINET (TO REMAIN) DECOA AI�T 'g- 2106 CABINET / < / E6 RBS F / KEY TO ABBREVIATIONS Ewsnec TEST WELL (i0 REMAIN) F FIBER CONDUR ------------ HH HANDHOLE UGT./ / �IaNI UGT UNDERGROUND TELCO / �UGi ----UGT��G� s1 hp AE PPC POWER PROTECTION CABINET / �pN$ R-O-W RIGHT-OF-WAY ; \�Np ppcE55 GPS GLOBAL POSITIONING SYSTEM IST '1DP TREE (REMAI O BFO BURIED FIBER OPTIC ,_-- - ----\ / m GC GENERAL CONTRACTOR i / EXISTING TREELINE (TYP.) (TO REMAIN) SC IN FEET 11 0 2.5 5 10 15 SUBJECT PARCEL LINE ,o i i / /N,L9 TREE TYPE TREE HEIGHT NO. W/ DIAMETER AGL O 70.8' TREE ( AEFEAQa O TREE TEE 60.9' 57.4' TREE ® 18" CEDAR 46.8' TREE O 22" CEDAR 40.0' TREE © 10" PINE 58.8, TREE O 7" PINE 52.9' REE _ -428 A**% TRUE NORTH :CROWN CASTLE emi Aeuane wawar anE Sao ix+uoo, w zux m (eu) JID-]IN e v<hiaecao engi eae es -,piTH OF r� RISTOPHER D v MORIN 10.19.21 No. 032984 j0NAL m a a a a a a a a � o o "'moo z z z Z N 0 N p w Q o N i o i au N r o o. 0 rn o O a o a z DRAWN BY: AST CHECKED BY: BMO DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE COMPOUND PLAN -EXISTING SHEET NUMBER COMPOUND PLAN - EXISTING s: -sO - e1 (2 )X I " I rozs• ax•I A -1 I k -/ _x _x O EXISTING 16" TREE / UNDERGROW TELECf1M'FIAG� ` 4']} EXISTING 7' 7 PINE TREE PROPOSED 30' CROWN ACCESS/Off E/SENEM � F F / 1 / / f 1 / / f � / I / I / EXISTING 10" © / N F F / PINE TREEAK / — F F 1 _ F F EXISTING AT&T METER, PPC & OTHER / EQUIPMENT ON 5'-0" H-FRAME PROPOSED 12' ACCESS GATE — X—X F Exl3orrs lG�ssl � pCCES F FIBER CONDUIT HH HANDHOLE UGT UNDERGROUND TELCO PPC POWER PROTECTION CABINET R-O-W RIGHT-OF-WAY GPS GLOBAL POSTTIONING SYSTEM BFO BURIED FIBER OPTIC GC GENERAL CONTRACTOR —EXISTING TELCO RED. _x _x F F _F EXISTING 5' WARE FENCE X -X -_�_ X \-> -\ v _ ____--------O//EXISTING 21" 7TE TIGNG 23" TREE TREE 17'-4'! ------------__—__-- \� PROPOSED CROWN /Cy�1_70'-0" MONOPOLE W/ V POSED ICEBRIDGE MERSHON EXISTING AT&T RX UT;rCABINET (TYP.) EXISTING AT&T RES 3106 CABINET EXISTING AT&T JUNCTION BOX (TYP. OF 2)� a -c + + + + UGT— + a g a.. 7-IF, UG T� 6f / —UGi �UGT�-UGC/ 7 / / / / EXISTING TREELINE (TYP.) SC IN FEET 0 2.5 5 10 15 F F F 'n / \ / EXISTING 18" CEDAR / \ \\ ® TREE f \�- EXISTING AT&T 24" ICEBRIDCE (TYP.) f / EXISTING AT&T CPS UNIT 1 EXISTING AT&T FIBER SLACK BOX X / /EMISTING AT&T STACKED CABINETS _ X / X EXISTING AT&T CABINET / L9 � X / / I X EXISTING AT&T 10' X 12' EQUJPOENT PAD / F / / I / / I x EXIST1NGlAT&T CABINET EXISTING TEST WELL / PROPOSED CROWN 7' HIGH x OWN LINK FENCE W/ 1' / —f I HIGH BARBED MRE 11'-4' _ _ — — ' COMPOUND PLAN - PROPOSED / / SUBJECT PARCEL LINE EXISTING 40'X40' (1,600 SF) CROWN LEASE AREA / o /gry9 TREE TYPE TREE HEIGHT NO. W/ DNMETER AGL O 70.8' TREE ( E O TREE � 60.9' TREE ® 18"57.a' 18" CEDAR 46.8' TREE O 22" CEDAR 40.0' REE © 10" PINE 58.8, TREE O 7" PINE 5' 2.9 TREE 428 TRUE NORTH scnLe: ros'(im ) rots (2zr -) i CROWN v CASTLE emi Aeumlx wawar alx Sao Ix+uoo, w vzw m (eu) JID-]IN L /� engieaees r� RISTOPHER D v MORIN 10.19.21 No. 032984 j0NAL m 6 6 6 6 6 6 6 6 � o o "'moo z z z z N o= o S N o 0 0 p w Q o i rn o z a o x a DRAWN BY: AST CHECKED BY: BMQ DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE COMPOUND PLAN -PROPOSED SHEET NUMBER A-2 n o m E OS LNG AT&T ANTENNAS 0 48'-0' RAO CENTER & ASSOCIATED TOWER EQUIPMENT TO BE REMOVED IN II It #II II a 11u0 I II I II I I� I I� I I I I, I II I �EXISRNG AT&T CABLES TO BE REROUTED TO NEW MONOPOLE I IIJ.� I II II �EXISDNG 50'-0' WOODEN POLE TO BE REMOVED I�f'1./ I II I II I I� I II I II I II I II I II i i l SCALE IN FEET 0 2.5 5 10 15 NOTE THE MAXIMUM DNMEIER OF THE MONOPOLE AT ITS BASE IS 30'. THE MAXIMUM WIDTH AT THE TIP IS T8' SCALE IN FEET m REFERacE TREE (f OF POLE TO E OF HiEE) mmmll 0 2.5 5 10 15 �O�s CROWN v CASTLE ]Y],N L n a rch irecaa engi eee ea 'O�JJTH op r RISTOPHER D v MORIN 10.19.2-1 No. 032984:Y NIVA T. maaaaaaaa 0 o Z Q V Z 0 F N N z N z z z oz a�?�a�3000 p S y 0 0 0 D� LL z w Q o w un in000 o w z DRAWN BY: AGT CHECKED BY: BMO DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE EXISTING $ PROPOSED TOWER ELEVATIONS SHEET NUMBER EXISTING TOWER ELEVATION +`10 "1 X+' -s Iux°s•X PROPOSED TOWER ELEVATION SC LE: 1•=19(11'Xln n A-3 unENIM/EQUIPMENr S ter BOH CARRIER MOUNTING LEVEL (FT) CENTER LINE ELEVATION (FT) NUMBER OF ANTENNAS ANTENNA/EQUIPMENT MANUFACTURER ANTENNA/EQUIPMENT MODEL NUMBER OF FEED UNES FEED UNE SIZE (IN) IENGTH/ NEIGH/ WIDTH DEPTH NET WT. PRWEcnON FROM TWR FACE (PER SA) 6 COMMSODPE NNH4-65B-R6N17 72.756' 16.929' 7.756' 70-48 IBS. 4 FT. 3 ERICSSON RADIO 4478 B14 18' 13.4' 7.9' 59.52 UK 4 FT. 67.0 3 ERICSSON RRUS 4478 B12 18' 13.4' TV 59.52 IBS. 4 Ff. 2 13/16 AT&T 67.0 1 3/4 3/8 3 ERICSSON RRUS 8843 32/1366A 14.96' 13.19' 11.1' 59.9 IBS. 4 FT. 1 RAYCAP DC9-48-60-24-8C-EY 18.28' j 10.24' j 31.40' i 18.0 1B5. 4 FT. 1 COMMSCDPE MTC4074M6996 SEE SHEET A-9 zz.o zz.o 1 CPS CPS A - - - - 1 Ff. z 1/4 1 — PPE MOUNT (PM 601-1) _ _ _ _ OS FT. PROPOSED TOWER LOADING I SALE. NA I I 5'-81 SCALE IN FEET 12" 0 1'-0" 2' 0" 3' 0° CROWN v CASTLE ]A],N Y e c<h ice<vs e ngi vee rs �I,TH OF' r RISTOPHER D.'" MORIN 10.19. D No. 032984� :sIONa T. to m GN K N z � 0 3 V Z O F N N d_ L - O 3 � COJ COJ COJ N Z W ^ I N I O I N I N I 1� I m I Of wz¢ o o N n< o DRAWN BY: AGT CHECKED BY: BMQ DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE PROPOSED TOWER LOADING SHEET NUMBER PORTION OF TOWER ELEVATION SHOWING PROPOSED ANTENNA PROJECTION FROM OF TOWER ELEVATION SHOWING PROPOSED ANTENNA PROJECTION FROM TOWER�scAtr)�2�txm)�2� 9P-t -T(ll tr) A-4 i 5 a TYPICAL ICEBRIDGE PLAN ISOMETRIC VIEW . 40 PIPE (3.5" 0.216" WALL) A500 ICEBRIDGE SPAN TO EXISTING CAmER EQUIPMENT 12 SOLID TINNED COPPER GROUND LEAD TO EQUIPMENT GROUND scale: rs xn ln^1 4`ij�ir TO EASTING SHELTER . OR EQUIPMENT PAD GROUND RING SCA N.T.S. I 4 X2 X2 X2 X2 7'-0' (TYP.) 3" SCH. 40 PIPE (3.5" O.D. z 0.216" WALL) A500 (1YP.) 24' UNM7ISAL CANTILEVER GROUND KITS D]ERIOR CABLE GROUND BAR MOUNTED ON UNISIRUT I I I I I I �pROD TEST / „r•) I I I I I L_J D] = -] :l l BIC] =11141 d =LY/ l AIL DETAILS I TOWER GROULD IF m PART NO. P3216 GRS24 3• s-...- --- -- 0.21 24" 24' BRAC I I I I I rL SOLD I TINNED COPPER GROUND LEAD TO EXISTING TOWER GROUND RING I I I DIRECT BURIAL �;,^•:, ;p :: CONCRETE FOOTING _ FT SOLID TINNED EXISTING TOWER 'PER GROUND GROUND RING D TD EQUIPMENT XTND RING sE:•-10p1x"� 2 ICEBRIDGE FRONT VIEW 6Q"" "�"-,o^1„x,r1 3 w,e^=,w" Iza^xas•1 a,e�r-o Iz4^xse•1 SITEPRO/VALMONT ICEBRIDGE ASSEMBLY (P/N: IB24D-216A3) (OR APPROVED EQUAL) PARTS LIST CROWN ..i CASTLE Spl, N�MaIY MAWY 412 IOU avww, w zuw m (�xl Sl0.]IN avchive <sa evgi vee es �,p.LTH OF �r RISTOPHER D.'y MORIN 10.19. Z1 No. 032984 SIONa T. m o w o z H N p IJ Q of N I o l a4 l N l r l o w 0 inoo O a o ¢ z PART DESCRIPTION LENGTH UNIT WT. NET WT. DRAWN BY: AGT 3- SCH. 40 PIPE (3.5' O.D. x 0.216" WALL) A500 216 in 136.68 273.37 CHECKED BY: BMQ 24" X 10' GRIP SPAN BRIDGE CHANNEL 67.98 67.98 DRAWING DATE: 10-19-21 6 2 PC312 3-1/2- FENCE POST CAP 1 0.59 1.17 7 6 SS38R-18 3/8" X18" THREADED ROD (STAINLESS STEEL) 0.56 3. 39 A 8 4 SPUCE SPLICE FOR GRIP STRUT 7 3/8 in 0.53 2.10 9 12 SOW38 3/8" SQUARE WASHER (GALV.) 2 in 0.27 3.28 10 8 G3803 3/8" x 3" HDG HEX BOLT GR5 0.12 0.97 B SCA : N.T.S. 14 1 48 1 S538NUI 3/8- SS HEX NUT 15 48 SS38LW 3/8" SS LOCKWASHER 16 48 SS38FW 3/8' STAINLESS FLATWASHER 17 8 G38LW 3/8° HDG LOCKWASHER 18 16 G38FW 3/8' HDG USS HATWASHER 19 8 G12LW 1/2" HDG LOCKWASHER 5 PARTS LIST 0.01 0.32 0.01 0.42 0.01 0.05 0.01 o.1s 0.01 0.11 . WT. # 1 410.1: CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE ICEBRIDGE DETAILS SHEET NUMBER 6 A-5 \ / TO NEAREST DRNEWAY �µ o EXISTING 18" RCP o Maw` � INV =EiEV. 360.9' N / -SEDGE OF EXISTING ROAD_- o _ H _ ---= — r__-- - /--- EDGE OF EXISTING ROAD 366 RICHMOND ROAD (80' PUBLIC R-O-W)'(D 3603 PG 703) (45 MPH SPEED UNIT) 1 / UNE OF \D �O_F_ EDGE OF'EXSIING R ------------- ______________________-- _ __E�G`E IEXS_TIN R_BA_&_ —, fI EXISTING_ R-O-W UNE � EXISTING 18" RCP ' 36fi' ,'' �i�i� EXISTING SIGN o+ ofXISTING HANDHOiE W/ NBFO MARKER & (2) TELCO ��--- 61-'�'' ��� ' EXISTING UTIUIY POLE STOPPING SIGHTDISTANCE N = 380' FOR A 45 MPH I A N I 1¢_' EXISTING CONTOUR (IYP.) ROAD SPEED LIMIT`J NVDOT� DAAD PRNATE y 9� I 0 1 BRACE (PE-1) PROPOSED 30' CROWN A(:C65/lIOUIY EASEMENT-- 332 / NOTE- REMOVE EXISTING VEGETATION (IF / ° CRRRtUNE OF PROPOSED 30' ---373'' �' ANY) THAT OBSTRUCT UNE OF �i"( �' ��-_-374 SIGHT IN BOTH DIRECTIONS CROWN ACCESS/UTILOY FASEMENf m SCALE IN FEET 3737r x X 39 0 0 30 60 120 180 TRUE NORTH \ `w o9-_____ �''1 U \ , If \ SIGHT DISTANCE PLAN scus: rya(„"xn') 1 N O 1'*0'(26"X38'I 40 125 4+00 39 38 37 36 35 SIGHT DISTANCE - LEFT PROFILE SIGHT DISTANCE - RIGHT PROFILE HEIGH ° OBJECTN - - - SDL = 380' SDR - 360' HEIGHT OF -,;, OBJECT --_ EXISTING GROUND _ ---- - ___ HEIGHT ___________ ___ EXISTING GROUND _______________ PROFILE ALONG UNE OF SIGHT -LEFT :, OBJECT PROFILE ALONG LINE OF SIGHT -RIGHT 4+25 4+00 3+00 2+00 N SCALE IN FEET w 0 30 60 120 180 n N I 0 CROWN v CASTLE W1 MYFdNY CMKMY 412 IW Sl0-]IN aeehiaec as evgi vsa ea :,c.pyTH OF �"'_ E r7iL RISTOPHER D P' MORIN 10.19.2-1 No. 032984� SIONAT. to o z o cX y 3 o ,n z N o z z z z N w N o a4 N r m inoo DRAWN BY: AGT CHECKED BY: BMO DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 +00 0+00 1+00 2+00 3+00 4+00 41 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE SIGHT DISTANCE PLAN & PROFILE SHEET NUMBER SIGHT DISTANCE PROFILE r=aa lzaxacl A'6 .16 I 0 VERIFY FINISHED MATERIAL REQUIREMENTS WITH CONSTRUCTION MANAGER PRIOR TO BID RESULTING VERIFY FINISHED MATERIAL REQUIREMENTS WITH CONSTRUCTION MANAGER PRIOR TO BID RESULTING 12'-0" 1" MIN. ABOVE EXISTING GRADE 6" THK. 1-1/2" CRUSHER SWALE TO CARRY RUN-OFF RUN -ROAD SURFAC:FSjL0PE\ AS REQUIRED. VERIFY WITH CONSTRUCTION MANAGER PRIOR TO BID—] 2% OR 1 1/2" PER 6' 2% OR 1 1/2" PER 6' OF SLOPE GEOTEXTRE FABRIC (MIRAA 500X OR APPROVED EQUAL) EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL 0 CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. HE CONTRACTOR SHALL COMPLY WITH HE RECOMMENDATIONS CONTAINED WITHIN HE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR HIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK. AS A MINIMUM THE TOP 6" OF GRADE SHALL BE REMOVED. HE REPLACED SUBGRADE SHALL BE CLEARED OF ORGANIC MATERIAL & COMPACTED. 0 ALL SELECT GRANULAR FILL SHALL BE PLACED ON GEOTEXTILE FABRIC & COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR MTHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. FABRIC SEAMS SHALL BE OVERLAPPED 18" MINIMUM. TYPICAL ROAD DETAIL (FOR CUT AREAS) I SCALE: N.T.S. I 1 6" THK. 1-1/2" CRUSHER RUN - ROAD SURFACE- 2% OR 1 1/2" PER 6' OF SLOPE 12'r-0" 1" MIN. ABOVE EXISTING GRADE C 2% OR 1 1/2" PER 6' OF SLOPE SWALE TO CARRY RUN-OFF AS REQUIRED. VERIFY WITH CONSTRUCTION MANAGER PRIOR TO BIDS NOTES: 1. DETAIL SHOWN IS BASED ON VDOT "NORMAL EARTH FOUNDATION" PIPE BEDDING DETAIL. 2. CRUSHED GRAVEL SHALL CONSIST OF PARTICLES OF WHICH AT LEAST 90 PERCENT BY WEIGHT OF MATERIAL RETAINED ON THE NO. 10 SIEVE SHALL HAVE AT LEAST ONE FACE FRACTURED BY ARTIFICIAL CRUSHING. TESTS WILL BE PERFORMED IN ACCORDANCE WITH HE REQUIREMENTS OF VTM-15. 3. BRING BEDDING MATERIAL TO THE FLOW LINE AS PER VDOT ROAD & BRIDGE SPECIFICATIONS SECTION 302, FINISHED GRADE DRIVE UNE BACKFILL PROPOSED RCP (SIZE TO BE DETERMINED) i BACKFILL (STRUCTURAL/ ti CONTROLLED FILL) MATERIAL -CRUSHED GRAVEL -SEE NOTE 3 V/�® BEDDING AD L IN ACCORDANCE MH SECTION 302 OF HE ROAD OF COMPACTED BACKFILL ROAD o THE VDOT ROAD &BRIDGE SPECIFICATIONS (DEPTH VARIES ALONG j�jj //,. PROPOSEDD BROAD) j\�/j �/j �j\ RCLASS I OAD & BR BRIDGE SPECIFICATIONSRACCORDANCE WITH SECTION 302 OF THE 6" THK. AGGREGATE/BASE/�����\��/�N Ix �������\�/��/��/��\/\\\ REGULAR BACKFILL IN ACCORDANCE WITH SECTION 302 OF THE ROAD OF COURSE (ABC) INSTALL GONS GRAVEL OEO�IIMILEAE. F BRIG 11/��/���//�I�%�����/���/���/���/��� EMBANKMENT (FOR THIS STHE VDOT ROAD & ITE,PGRAVEL TIACCESS ROAD) UNDERNEATH ABC ���\�/��/ ­.­<<.00 EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL SDOX OR APPROVED EQUAL) OA CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND w ,n 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 6" OF GRADE SHALL BE REMOVED. N THE REPLACED SUBGRADE SHALL BE CLEARED OF ORGANIC MATERIAL &COMPACTED. rn OB ALL SELECT GRANULAR ALL SHALL BE PLACED ON GEOTEXTILE FABRIC & COMPACTED TO A 95% w COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR < MINUS 3% OF OPTIMUM MOISTURE CONTENT. FABRIC SEAMS SHALL BE OVERLAPPED 18" MINIMUM. N CROWN v CASTLE Pll� Ii6fANY %AKMY 4111E �W KKMSW. W DDP 1p: (Pdr) JA]IN ac<h FaecaY evgi vee c4 :, ,LTH OF RISTOPHER D v MORIN 10.19. Z1 No. 032984 SNIVAT. tl �z (4 m m a a a a a a a a 0 o o N o z z z z O O� a Lp�3 o J � rO rO rO N 0 < 67) DRAWN BY: AGT CHECKED BY: BMQ DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE CIVIL DETAILS SHEET NUMBER SCALE: N.T.S.SCALE: N.T.S. o TYPICAL ROAD DETAIL (FOR FILL AREAS) 2 CULVERT INSTALLATION DETAIL 3 A-7 ACCEssAmL,,, / � EASEMENT PROPOSED 12' GRAVEL ACCESS — / ROAD UP, TO T0' PROPOSED 30' CROWNAOCESS_ EASEEEHT�' REOUIRED VDOT-STANDARD� PRIVATE ENTRANCE-(PE-1) STING URUTY POLE / / 1 EXISTING SIGN b r I EXISTING HANDHOIE IW/ BFOMARKER & TEL I (2) TEL/CO ^ u I� / JU P �65 ,p EXISTI G DITCH = NEW RCP CULVERT (BE& LENGTH DErMNED) TO EDGE OF EXISTING ROAD I SCALE IN FEET 0009 0 10 20 40 60 SITE ENTRANCE FROM EXISTING ROAD 1'=10'(36'X38') d TO BE DETERMINED BY THE EXISTING CONDITIONS AT THE TIME OF CONSTRUCTION TYPE I - CRUSHER RUN AGGREGATE TYPE II - CONCRETE TYPE III - ASPHALT TYPE IV - ASPHALT COMMERCIAL SOURCE ROAD AND BRID�T ANDARDS BE O i— - NOTES: STANDARD PRIVATE ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 1. ALL ENTRANCE GRADES SHALL START BACK OF THE SHOULDER LINE. IF DRAINAGE IS NECESSARY, THE DITCH MAY BE MOVED BACK TO PROVIDE AT LEAST 9' OF COVER OVER PIPE, AS SHOWN IN THE ALTERNATE METHODS FOR PLACING PIPE UNDER ENTRANCES DIAGRAM, 2. ENTRANCE GRADES ARE TO BE SMOOTHLY TIED INTO ROADWAY BY ROUNDING AS NECESSARY. 3. 12' OR EXISTING WIDTH WHICHEVER IS GREATER. 4. LENGTHS OF CULVERTS SHOWN ON ROAD PLANS FOR ENTRANCES ARE APPROXIMATE AND SHALL BE ADJUSTED TO OBTAIN ABOVE ROADWAY WIDTHS. 5. ENTRANCES IN FILL TO BE SAME AS ABOVE EXCEPT LOCATION OF CULVERT (WHEN NECESSARY). VDOT DETAIL - STANDARD PRIVATE ENTRANCES TRUE NORTH SCALE: N.T.S. 2 '� CROWN A1� CASTLE Sl0—]IN -RC. a r<Bireca e ngiaeeesa On/ NH OF RISTOPHER D v MORIN 10.19.2-1 No. 032984 I StONA 1. so � o FS 3 — z Z p w QON Z2 N aIV N aIV N O O � O rnoo Zia o Ofz DRAWN BY: ACT CHECKED BY: BMQ DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE SITE ENTRANCE PLAN & VDOT PE-1 DETAIL SHEET NUMBER m 4" 0 MIN. PER ANSI 45' 1 SHOWN ON PROPOSED COMPOUNU PUN SHEEI A-1' 10" 0 x 36" (TYP.) S GATE POST (TYR) ALUMINIZED BARBED WIRE e NPS TOP RAIL h BRACE (TYP ) 0 NPS T (TYP.) MESH 89 GA. TYR) TENSION WIRE - ALUMINIZED COIL WIRE GRADE ABRIC TO BE 2" (AEG) INISHED GRADE LD BACK LOCATED 1 FT OFF FENCE (TYPICAL FOR 2 PLACES) 1 FENCE AND GATE DETAIL Ism' G4 STANDARD COMBINATION LOCK SPEC ® TY ALL LOCK SHOULD BE MARINE GRADE BRASS LOCK WITH STAINLESS STEEL ST SHACKLE, SOLID BRASS BODY PROVDES STRENGTH AND CORROSION RESISTANCE. STAINLESS STEEL SHACKLES RESIST HACKSAWS, BOLT CUTTERS, AND CORROSIVE WEATHER CONDITIONS ALL LOCKS SHOULD BE A PROCAMMABLE COMBINATION LOCK THAT IS STRONG, DURABLE AND HIGHLY WEATHER RESISTANT THE FOLLOW LOCK IS APPROVED BY CROWN TO BE USED ON SITES (BUT IS NOT LIMITED TO THE ONLY MANE OF THIS TYPES OF LOCK) PART NUMBERS: ABUS 180/1113 50-63 WITH 2-1/4' MARINE GRADE WITH 4 DIALS. ABUS 180 COMBINATION 1" MARINE GRADE WITH 4 DIALS. IRS CROWN v CASTLE �1� M®ANY >MA1MY 9llE IW MMLW. M 3J3N hL (We) SA -]IN acah Vaecae engi aee cY :, 'LTH OF P:. RISTOPHER D v MORIN 10.19. Zl No. 032984� SjONAT. m a a a a a a a a GN K _ z � O Z Q V Z 0 N N N Z O � a ;2q5 � Lc3000 N W O inmo z¢ o o« n< o DRAWN BY: AGT CHECKED BY: BMQ DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE FENCE & GATE DETAILS SHEET NUMBER STYMIE LOCK DETAIL I♦© A-9 j 14 2 NOTES: 1.0 GENERAL 1.1 ALL METRIC DIMENSIONS ARE IN BRACKETS 1.2 FOR PATENTS, SEE WWW.CS-PAT.COM 2.0 DESIGN NOTES 3.0 MANUFACTURING/SPECIAL REQUIRMENTS 4.0 TEST 5.0 PACKAGING 3 1 4 1GUB5456 I 5('X 4-W'X 5A"GALV U-BOLT 1 12 1 1.43 LBS 7 XPU02 PLATE, CROSSOVER, 1.9-4.5" X 1.9-4.5" OD 18 6.93 LBS 8 CUBIC 50X2-12'X4"GALV 0.BOLT 36 089 LBS A 9 MT-651-96 I PLAIN END PIPE 2-30 0D X 96" 9 29.07 LBS 10 GB-05225 1 518" X 2-114' GALV BOLT KIT 24 028 LBS 4 3 © 2019 Camm5ccpe, Inc. Confidential 2 BEFOREINTERFERENCE FYP) TIEBACK ANGLE RANGE DETAIL +/- 15" VERTICAL TRAVEL FROM CENTER +/-25 DEGREES HORIZONTAL PIVOT -25°+25° COMMSCOPE, INC. OF NORTH CAROLINA TOLESANCES SAP MATERK MISTER I RACE Xt .25 3 PIACEMX 0.06 MTC4074M6996 21l EMG 0.12 ANG-ES z 2 RNISH MATERIAL GALV A123 A1011IA1018 o A NAME GATE nR E DOUBLE T-ARM 6' DENSITY Ibs6n' p" � MASS 163415 Its �o WWME I50M 51 if SGNE DOCUMENTNO. SURFACE AREA 86600.85 iif Sell008000036044 54 MTC4074M6996 HEIGHT SIZE WORKAREA 24 MODEL )SAWING SHEET LENGTH�Ea VERSION STATUS REVISION VERSION STATUS REASON WIGTH 01 RE A 07 RE A 101`1 2 1 ANTENNA MOUNT DETAILS 701 C FEW A CROWN 41� CASTLE WIC .VmMEIYY %AA1MY W2 ,W KKMSW. W 2R)P 1p: (fiW) ]Y]IN each Vaecaa ee gi nse ea LT H OF 71 r RISTOPHER D.'y MORIN 10.19. Zl No. 032984� SIONA T. 0 o Z Q V Z 0 F N N 0 O� ry O i 3 O S y 0 0 0 D� LL N o Q I I I o 0 �o o o o Ej z DRAWN BY: AGT CHECKED BY: BMQ DRAWING DATE: 10-19-21 CARRIER'S NAME SITE NUMBER: SITE NAME: SITE NAME UNION RUN BUSINESS UNIT NUMBER 842590 SITE ADDRESS 2987 EDGEHILL DR CHARLOTTESVILLE, VA 22911 SHEET TITLE ANTENNA MOUNT DETAILS SHEET NUMBER 1 A-10