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Home My WebLink AboutSUB202000113 Plat - Other (not approved) 2020-09-30THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND(REVISED LOT AND REVISED LOT B, NEW 20-PRIVATE DRAINAGE EASEMENT,NEW VARIABLE WIDTH PRIVATE DRAINAGE EASEMENTS,NEW 20-PUBLIC UTILITY EASEMENT,NEW VARIABLE WIDTH PUBLIC UTILITY EASEMENT,NEW 20'& VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT,NEW ACCESS & PARKING EASEMENT,AND NEW SWM FACILITY EASEMENT (HEREBY DEDICATED TO PUBLIC USE),ON REVISED LOT A) IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S), PROPRIETORS,AND/OR TRUSTEES,IF ANY. FOR REVIEW FOR: JPA TOWER INVESTORS,LLC CITY/COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2020 .BY FOR: JPA TOWER INVESTORS,LLC NOTARY PUBLIC MY COMMISSION EXPIRES : APPROVED FOR RECORDATION FOR REVIEW AGENT FOR THE BOARD OF SUPERVISORS FOR REVIEW NOTARY SEAL uy_um VICINITY MAP - SCALE: 1"= 1000'+/- 855 FAULCONER 9 601 DRIVE 0J D ��<9�GOAOLD SITEROAD 250IVY ROAD 29 29 BYPASS 250 EXPRESSWAY IVY ROAD 601 OLD IVY ROAD NOTES: 1. OWNERS, ADDRESS & LEGAL REFERENCES: T.M.60-25A & T.M.60-25B JPA TOWER INVESTORS,LLC P.O. BOX 5509. CHARLOTTESVILLE.VIRGINIA 22905 D.B.5268-449, D.B.1490-462 PLAT & D.B.296-432 PLAT. 2. ACREAGES BEFORE THIS BOUNDARY LINE ADJUSTMENT: T.M.60-25A = 3.89 ACRES AND T.M.60-25B = 1.71 ACRES 3. THE BOUNDARY DATA SHOWN HEREON FOR THE NEW DIVISION LINE BETWEEN REVISED LOT A AND REVISED LOT B IS BASED ON A CURRENT FIELD SURVEY. ALL OTHER BOUNDARY DATA SHOWN HEREON WAS TAKEN FROM A PLAT BY THIS FIRM,LAST DATED AUGUST 23,2019,AND WAS NOT RESURVEYED THIS DATE. (2019) DENOTES YEAR MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM. 4. NO CURRENT TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THESE PROPERTIES ARE SUBJECT TO ANY ADDITIONAL CONDITIONS,UTILITIES.EASEMENTS AND/OR COVENANTS THAT MAY EXIST. 5. A 60'R/W FOR FORMER STATE ROUTE 754 IS SHOWN ON A PLAT RECORDED IN D.B.296-432. I WAS UNABLE TO FIND A DEED TO VERIFY THIS R/W. 6. THE ACSA EASEMENTS ARE TO BE CENTERED ON THEIR AS -BUILT LOCATIONS. THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. A. T.M.60-25A AND T.M.60-258 ARE ZONED Cl COMMERCIAL(AIRPORT IMPACT, ENTRANCE CORRIDOR 6 STEEP SLOPES (MANAGED)) . B. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,REVISED LOT A & REVISED LOT B EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. C. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THESE PROPERTIES DO NOT LIE WITHIN A WATER SUPPLY WATERSHED. D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THESE PROPERTIES DO NOT LIE WITHIN AN AG -FORESTAL DISTRICT. E. THESE PARCELS ARE WITHIN THE JURISDICTIONAL AREA FOR WATER AND SEWER. GL BOUNDARY LINE ADJUSTMENT PLAT REVISED LOT A AND REVISED LOT B DESIGNATED AS PARCELS 25A AND 25B ON TAX MAP 60 AND EASEMENT PLAT NEW 20'PRIVATE DRAINAGE EASEMENT, NEW VARIABLE WIDTH PRIVATE DRAINAGE EASEMENTS, NEW 20'PUBLIC UTILITY EASEMENT, NEW VARIABLE WIDTH PUBLIC UTILITY EASEMENT, NEW 20'& VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT, AND NEW SWM FACILITY EASEMENT(HEREBY DEDICATED TO PUBLIC USE), ON REVISED LOT A AND 10'WIDE RETAINING WALL & MAINTENANCE EASEMENT ON REVISED LOT A AND REVISED LOT B SCALE: 1"= 100' ALSO NEW ACCESS AND PARKING EASEMENT ON REVISED LOT B THE PROPERTIES OF JPA TOWER INVESTORS,LLC LOCATED ON U.S. ROUTE 250 (IVY ROAD), AND CSX TRANSPORTATION, INC. (RAILWAY) SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY. VIRGINIA FOR: JPA TOWER INVESTORS,LLC ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM DATE: MAY 22, 2020 REVISED: JULY 17, 2020 REVISED: AUGUST 31, 2020 REVISED: SEPTEMBER 16,2020 SHEET 1 OF 2 1053OF TEMP.CONSTR.ESMT.TO WHITE GABLES-CHARLOTTESVILLE,L.0 (D. B.2706-178) I IRON FOUND- (2019) 20' SANITARY SEWER ESMT.TO ALBEMARLE COUNTY SERVICE AUTHORITY (D. B.2706-178) N RWSA PERMANENT WATERLINE EASEMENT (D. 8.5313-415, 422 & 423 PLAT) RWSA TEMPORARY CONSTRUCTION EASEMENT (D.B.5313-415.422 & 423 PLAT) \ \`` 26 D25, \ VIRGINIA ELECTRIC GRAPHIC SCALE 1"=100' & POWER momi COMPANY EASEMENT (D. 8.262-464) 0 100 200 IRON -SET NEW SWM FACILITY EASEMENT (2019) (HEREBY DEDICATED TO PUBLIC USE) NEW LE WIDTH PUBLIC 9 T EASEMENT DRAINAGE FOR BUILDING D28 _* 5.I :22 D20 �\ NOS 0`�9 p \ ` % OT®---- p"030 c Q \D181 �D19 D tD13 30'SEWER EASEMENT TO RIVANNA WATER AND SEWER AUTHORITY (D. B. 593-334, 337 PLAT) COURSES ALONG NEW VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT LINE BEARING DISTANCE D15 S27°40'18"W 10.49 D16 S27°40'18"W 71.86 D17 N04°37'34"W 96.54 D18 S63°09'11"E 28.67 D19 S63°09'11"E 22.92 D20 S26°50'49"W 14.95 D21 N68°41'40"W 7.99 D22 N09°12'08"E 14.46 D23 N27°41'11"E 12.59 D24 N72°13'35"E 15.14 D25 S79°04'03"E 16.49 D26 S00°01'03"E 7.79 D27 S71°00'35"W 20.83 D28 S68°31'27"W 5.25 COURSES ALONG NEW SWM FACILITY EASEMENT (HEREBY DEDICATED TO PUBLIC USE) GL LINE BEARING DISTANCE D29 S38°57'07"W 10.45 D30 N63°09'11"W 53.32 D31 N12°15'24"W 25.53 D32 N01°40'00"W 45.50 D33 N53°08'00"E 6.58 D34 SM 2'00"E 103.19 D35 S38'57'07"W 10.00 T.M.60-25 '4 v *0 EASEMI 0., 'q9T s F, 4T, 09 o � )SEE 1 DETAIL o _D10-1 - L----- Of \< \ D3 1 ENCROACHMENT (D . B . 3919-265) D7------ 19.2 24.2' <` \ C6 T . M . 60-25A 0-1 \ REVISED o LOT A p�� \ o �4.80 ACRES \ D38 1 STORY \ QI BRICK \ \o NEW 20' U3 !i ACSA \�\ _ U2 Dr WATERLINE EASEMENT \ ;: ' -1 IRON L4 L3 FOUND N71°16'00"W (2019) COURSES ALONG NEW VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT LINE BEARING DISTANCE D36 N63009'36"W 25.13 D37 S12o58'42"W 33.12 D38 S63013'48"E 17.20 COURSES ALONG CENTERLINE OF NEW B'PRIVATE DRAINAGE EASEMENT LINE BEARING DISTANCE D39 S26'50'31"W 110.53 D40 S26'50'31"W 49.57 D41 S26'50'31"W 29.72 NEW VARIABLE WIDTH PRIVATE UTILITY EASEMENT EXISTING BOUNDARY LINE HEREBY EXTINGUISHED S17°21'15"W 291.53' IRON FOUND (2019) MAG c�NTP19 NAIL SET` 1-STY. 1 ,% 9gC/r STUCCO 60•� %-BLOCK V �I 1 I I r I ! c 37.IR70 I I V ON) 1\ FOUND (2019) NEW 20' PRIVATE DRAINAGE EASEMENT U.S. ROUTE 250 SHOWN AS BO'WIDE ON PLAT COURSES ALONG EDGE OF NEW VARIABLE WIDTH PRIVATE UTILITY EASEMENT LINE BEARING DISTANCE U4 N22°29'38"E 77.64 U5 N23°46'51"E 70.45 MAG NAIL SET (2019) 1 STORY BRICK 42.3 C2 CD- vm to Ln m In (u m Cu rn ( .04 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 6°45'26" 1950.00 229.97 115.12 229.84 N60'19'51"W C2 4°37'26" 1950.00 157.37 78.73 157.32 N66'01'16"W C3 0°42'50" 1950.00 24.30 12.15 24.29 N68'41'24"W C4 2°09'11" 1950.00 73.27 36.64 73.27 N70'07'25"W C5 4°00'01" 2962.75 206.85 103.47 206.81 S38'52'00"E C6 102°52'49" 2.20 3.95 2.76 3.44 S73'25'21"W C7 9°00'15" 97.321 15.291 7.661 15.28 S17-28-50"W COURSES ALONG CENTERLINE OF NEW 20'ACSA WATERLINE EASEMENT LINE BEARING DISTANCE U1 N18'45'31"E 14.50 U2 N24'20'41"W 30.82 U3 N71'11'09"W 16.93 COURSES ALONG NEW ACCESS & PARKING EASEMENT LINE BEARING DISTANCE P1 S43°11'14"E 97.19 P2 S41°56'55"W 49.90 P3 N67°29'46"W 72.12 P4 N22°36'49"E 87.06 "mm p\ i:z" J NEW ACCESS & PARKING EASEMENT T. 0' RM.60-25B 1.EVISED LOT B 'N-- 0.80 ACRES MAG NAIL SET WATER LINE & \ APPURT.ESMT.TO ALBEMARLE COUNTY SERVICE AUTHORITY (D. B. 1560-435) (IVY ROAD) IN D.B.296-432 LINE BEARING DISTANCE L1 N71°16'00"W 40.85 L2 N71°16'00"W 42.10 L3 N71°16'00"W 66.52 L4 N71°16'00"W 48.23 COURSES ALONG CENTERLINE OF NEW 20'PRIVATE DRAINAGE EASEMENT LINE BEARING IDISTANCE D1 N29°09'417E 63.53 02I SB7°24'38"E 84.84 COURSES ALONG CENTERLINE OF NEW 20'PUBLIC DRAINAGE EASEMENT LINE BEARING DISTANCE D3 N20°57'11"E 91.56 D4 N15°22'32"E 71.22 D5 N67°14'00"W 23.20 D6 N22°29'20"E 114.92 D7 N62°29'51"W 134.58 DB N32°03'14"E 53.80 D91 N51°02'53"W 117.60 COURSES ALONG CENTERLINE OF NEW 10'PRIVATE DRAINAGE EASEMENT LINE BEARING DISTANCE D10 N63°20'06"W 76.42 D11 S57°29'42"W 8.37 D12 N63°10'14"W 0.98 D13 N63°10'14"W 67.17 D14 NO3°42'15"W 197.85 IRON FOUND AT 56.22' (2019) Ll 1 STORY BRICK, MAG BLOCK & FRAME NAIL T SET (2019) N69°07'00"W 10'WIDE RETAINING WALL 128.09' & MAINTENANCE EASEMENT 10'WIDE NO BUILD ZONE FOR FIRE SEPARATION REQUIREMENTS ONLY SCALE: 1" = 100' DATE: MAY 22.2020 REVISED: JULY 17, 2020 REVISED: AUGUST 31, 2020 REVISED: SEPTEMBER 16, 2020 ROGER W.RAY & ASSOC..INC. 663 BERKMAR COURT CHARLOTTESVILLE.VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM STA-VF 754 (60 R/ SHEET 2 OF 2 10530F