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HomeMy WebLinkAboutSUB202100015 Plat - Approved 2021-03-23 THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND NOTES: (NEW VARIABLE WIDTH PRIVATE ACCESS EASEMENT, NEW 20 'ACSA EASEMENT, 1 . OWNERS, ADDRESS & LEGAL REFERENCES: NEW 20'PUBLIC DRAINAGE EASEMENT, T. M. 60-25A (REVISED LOT A, 4. 80 ACRES) NEW 20'PRIVATE DRAINAGE EASEMENT, JPA TOWER INVESTORS, LLC NEW VARIABLE WIDTH PRIVATE DRAINAGE EASEMENTS AND P. O. BOX 5509, CHARLOTTESVILLE, VIRGINIA 22905 NEW VARIABLE WIDTH PUBLIC SWM FACILITY & ACCESS EASEMENT) D. B. 5427-220 & 221 PLAT, D. B. 5268-449, D. B. 1490-462 PLAT & D. B. 296-432 PLAT. IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER (S) , PROPRIETORS, AND/OR TRUSTEES, IF ANY. 2. NO FIELD WORK WAS PERFORMED IN PREPARATION OF THIS PLAT. ALL BOUNDARY DATA SHOWN HEREON WAS CALCULATED BASED ON A PLAT BY THIS FIRM, LAST DATED AUGUST 23, 2019, AND WAS NOT RESURVEYED THIS DATE. (2019) & (2020) DENOTES YEAR MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM. 3. THIS PROPERTY IS SUBJECT TO AN AGREEMENT TO MAINTAIN STORMWATER MANAGEMENT FACILITIES AND OTHER TECHNIQUES (D. B. 5401-694) . -1!--1'" 4. NO CURRENT TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. FOR: JPA TOWER INVESTORS, LLC THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS AND/OR COVENANTS c THAT MAY EXIST. L CITY/COUNTY OF -0 Y1 D4-WOOf f - STATE OF vrtilrhro,- �� f T,THE FOREGOING IN UMENT WAS ACKNOWL DGED ♦ BEFORE ME THIS 6'T'� DAY OF HAArt IA 2021 .BY pi ii.Fe( E. , iiiiendo THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED DTAT THE REQUEST CORREC THE ADIRECTOR CORDANCEPLANNING. THY PLACING E ALBEMARLE FOR: JPA TOWER INVEST©RS, LLC HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEE 111:0` COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND 111404; - AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT a RIGHTS SHOWN HEREON IS THEORETICAL. NOTARY PUBLIC ,.•Ni;� r # ID1.3��f A. T. M. 60-25A IS ZONED Cl COMMERCIAL (AIRPORT IMPACT, ENTRANCE CORRIDOR G STEEP SLOPES (MANAGED) ) . MY COMMISSION EXPIRES : J kill ( Z c L ( B. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA, THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY NOTARY SEAL WATERSHED. C. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA, THIS PROPERTY DOES NOT LIE WITHIN AN AG-FORESTAL DISTRICT. D. THIS PROPERTY IS WITHIN THE JURISDICTIONAL AREA FOR WATER AND SEWER. APPROVED FOR RECORDATION :�' -t.,2aF 47'�' 3 at� 1 EASEMENT PLAT SHOWING NEW VARIABLE WIDTH PRIVATE ACCESS EASEMENT, AG T FOR THE BOARD OF SUPERVISORS DAT NEW 20 ' ACSA EASEMENT, NEW 20 ' PUBLIC DRAINAGE EASEMENT, NEW 20 ' PRIVATE DRAINAGE EASEMENT, NEW VARIABLE WIDTH PRIVATE DRAINAGE EASEMENTS VICINITY MAP - SCALE: 1"= 2000 ' +/- AND NEW VARIABLE WIDTH PUBLIC SWM FACILITY & ACCESS EASEMENT ON T . M. 60-25A (REVISED LOT A) THE PROPERTY OF JPA TOWER INVESTORS, LLC 601 855 LOCATED ON U . S . ROUTE 250 (IVY ROAD) ��E�.THp�� 9 OLD FAULCONER AND CSX TRANSPORTATION, INC . (RAILWAY) ��� �I�9pgO ROAD ARTH DRIVE P5 SAMU L MILLER ALBEMARLE COUNTY,V IRG NIAL IIA RICT .) - c;IN " c ) �eyP DATE: JANUARY 22, 2021 BRIAN S. RAY SITE \ Z SCALE: 1 "= 100 ' REVISED: FEBRUARY 24, 2021 Lic.No. 002281 � � REVISED: MARCH 4, 2021 3 ' ¢- Z/ 250 \lityk FOR: IVY601 JPA TOWER INVESTORS, LLC SURDCII- ROAD *IF\ 9 OLD OAD R ROGER W.RAY & ASSOC. , INC. BYPASS 250 CHARLOT663 TESVBILLEAR COURT I REIN A 22901 EXPRESSWAY IVY TELEPHONE: (434) 293-3195 ROAD GL RAYSURVEYING.COM SHEET 1 OF 3 10530G TEMP. CONSTR. ESMT. TO LINE BEARING DISTANCE _LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING WHITE GABLES-CHARLOTTESVILLE, L. C. VIRGINIA ELECTRIC - Li N71 '16'00"W 117.24 CI 1 .30'01" 1950.00 51.06 25.53 51.06_ N64 '27'34"W (D. B. 2706-178) & POWER L2 N71 '16'00"W 80.46 C2 3 '07'25" 1950.00 106.31 53. 17 106.29 N66 '46' 17"W IRON COMPANY EASEMENT C3 0 '01 '46" 1950.00 1.00 0.50 1.00 N68 '20'52"W FOUND (D.B. 262-464) __ (2019) � i \ �\ IRON CENTERLINE _ C4 0 '49'53" 1950.00 28.29 14. 15 28.29 N68 '46'42"W C SET NEW 20' C5 0 °21 '06" 1950.00 11.97 5.98 11.97 N69 '22' 11"W 20 ' SANITARYSEWER ESMT. TO 1- � (2019) PRIVATE NEW 20'PUBLIC C6 1 '39' 16 1950.00 56.31 28. 16 56.31 N70 '22'22"W ALBEMARLE COUNTY SERVICE % \ DRAINAGE DRAINAGE C7 4 °00'01" 2962.75 206.85 103.47 206.81 S38 '52'00"E AUTHORITY (D. B. 2706-178) �\ cS EASEMENT \ N31 '55'29"E EASEMENT RWSA PERMANENT \ s- ; ; S T (D1 THRU D9) COURSES ALONG NEW VARIABLE WIDTH PRIVATE ACCESS EASEMENT WATERLINE EASEMENT `� \ '. 9,q 28.30 ' (D.B. 5313-415, 422 & 423 PLAT) ' •••�, Sc� �SiO LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING \ 0 NEW VARIABLE WIDTH .\ 9 �RTgT T . M . 60-25A Al 85 °18' 10" 25.02 37.24 23. 04 33.90 N25 '06'21"W PRIVATE DRAINAGE EASEMENT % \ \ d` D 2q. q 40 REVISED A2 20 °24 ' 11" 120.88 43. 05 21. 75 42.82 N78 '05'S7"W (SEE SHEET 3) \ \ , I9 S LOT A A3 12 '22'34" 221 .58 47.86 24.02 47.77 N79 '23'46"W \ S' . j/V A4 8 '07'07" 299.99 42.51 21. 29 42.47 N67 '12'27"W NEW VARIABLE WIDTH % \ . � L, 4 . 80 ACRES PUBLIC SWM FACILITY \ \ , A5 9 °06' 15" 196. 23 31. 18 15.62 31. 15 S67 '46'38"E & ACCESS EASEMENT A6 15 °41 '27" 188.99 51 .76 26.04 51.60 S79 °00'39"E (SEE SHEET 3) % % D8 IRON A7 20 '53'31" 128. 93 47.01 23.77 46.75 S78 '11 '42"E .\ �• __- __-_ --s FOUND \ t,;, D7 �� DI ``� It (2019) AB 13 °28' 39" 178.2B 41 .94 21.07 41.84 S58 °09'22"E \ -10 ' o • rn D. '- 1)S � A9 73 °03' 17" 35.00 44.63 25.92 41.66 S14 '53'24"E RWSA TEMPORARY % \ ---- ,-- ---1--- -- ---1-- o L---;;;�; ;'•-•, 9B. MAG CONSTRUCTION EASEMENT , ---------- --- - �,� NAIL LINE BEARING DISTANCE (D.8.5313-415, 422 & 423 PLAT) \ II"P -D4 �,96. FNF� SET L4 N18 '45'24"E 16.90 Fj t , ,e `�0 9 0� (2020) L5 N71 °33'05"W 21. 10 ( 30 'SEWER EASEMENT TO \ \\ ,-:\ ''r',0` i 1 STY S c'1T9•4/-, L6 N63 °09' 11"W 61.04 RIVANNA WATER AND SEWER AUTHORITY \ ,? S' L7 N63 °09' 12"W 17.50 O (D.B. 593-334, 337 PLAT) \ 'f';`', 5'--1 - STUCCOi 6 9 1 STORY & �• L8 N61 °59' 17"W 16. 18 y N01 °17'00 W \ \ BRICK t ' BLOCK �/� 603.37' \ -� m L9 S61 °33'08"E 52.93 I T.M.60-25 % O ; .t m L10 S63 °06'00"E 61. 42 NEW VARIABLE WIDTH \ 510 '--10 1 STORY' Q m - ---.\ L 11 S71 °14'43"E 16.25 ©_ PRIVATE DRAINAGE EASEMENT - % \ BRICK Bi L12 S21 °38' 15"W 23. 46 (SEE SHEET 3) \ 5 m L / i Nco I m NEW VARIABLE WIDTH \ Cu ACCESS & PARKING J PRIVATE ACCESS EASEMENT �%\ 11111117 A7 A8 co r� EASEMENT . �� (0.B.5427-220 v N01 °17'00"WL9 Ll0 L4q �A6� ; 90 02 %/_� & 221 PLAT) rn 28.58' - =N L5' ,A2 q -: y' � ' T.M.60-25B co LB L7 L6 ; U2a- p3 o v�'. L12 41 ' REVISED LOT B N01 '17'00"W \ -� _ 48. 12' ` �__ =U1---- 66 e5 C4 MAG C2 Cl MAG L2 L1 C3 NAIL NAIL DI DENOTES EXISTING DROP INLET IRON 1 STORY BRICK, COURSES ALONG CENTERLINE OF IRON SET SET BLOCK & FRAME DENOTES NEW VARIABLE WIDTH FOUND NEW 20 ' (2019) (2020) PUBLIC SWM FACILITY NEW 20'PUBLIC DRAINAGE EASEMENT (2019) ACSA FOUND LINE BEARING DISTANCE EASEMENT (2019) WATER LINE & 10'WIDE RETAINING WALL & ACCESS EASEMENT D1 N32 '44'48"W 49.53 APPURT. ESMT. TO & MAINTENANCE EASEMENT DENOTES NEW VARIABLE WIDTH D2 N55 '46'47"W 170.31 ALBEMARLE COUNTY (D.B.5427-220 & 221 PLAT) =-1 PRIVATE ACCESS EASEMENT SERVICE AUTHORITY D3 N21 '55'43"E 218.88 (D. B. 1560-435) D4 N62 '21 '01"W 85.71 U . S . ROUTE 250 (IVY ROAD) 10 'WIDE NO BUILD ZONE FOR FIRE D5 N27 '34'58"E 29. 13 SHOWN AS 80 'WIDE ON PLAT IN D. B. 296-432 SEPARATION REQUIREMENTS ONLY D6 N27 '34'58"E 5. 10 (D.B.5427-220 & 221 PLAT) D7 N27 '34'58"E 19.47 SCALE: 1 " = 100 ' D8 N31 '55'29"E 10.73 DATE: JANUARY 22, 2021 D9 S34 '55' 14"W 63.83 COURSES ALONG CENTERLINE OF REVISED: FEBRUARY 24, 2021 NEW 20'ACSA EASEMENT REVISED: MARCH 4, 2021 GRAPHIC SCALE 1 °'=100 ' LINE BEARING DISTANCE =I NMI NM IIIIMIIII U1 N18 '43'24"E 22.21 ROGER W.RAY & ASSOC., INC. Or�� '�� 663 BERKMAR COURT U2 N39 '18'34"E 12.85 CHARLOTTESVILLE, VIRGINIA 22901 0 100 200 TELEPHONE: (434) 293-3195 /411+-1 GL RAYSURVEYING.COM SHEET 2 OF 3 10530G I COURSES ALONG NEW VARIABLE WIDTH PUBLIC SWM FACILITY & ACCESS EASEMENT IRON -o LINE BEARING DISTANCE FOUND \\ DI DENOTES EXISTING DROP INLET c Si N20 °57' 11"E 39. 74 (2019) \ IRON S2 N09 °04 '28"W 65. 36 \ \,� \ SET �o S3 N26 °13 '00"E 34. 98 �� \\. (2019) DENOTES NEW VARIABLE WIDTH = D17 \ PUBLIC SWM FACILITY y S4 N13 °14' 17"E 165. 91 ` \ \ \1 \ C & ACCESS EASEMENT ` I S5 N50 °57 '06"W 100.85 016 • \ S S6 827 '34'58"W 5. 10 NEW VARIABLE ` 0` ' ti °'• p S�'6• � i' WIDTH PRIVATE ` 0•. p 1B s�. \\9,q ©� S7 N50 °57'06"W 59. 20 DRAINAGE EASEMENT 10 \ 00„ \NS S8 N63 °09' 11"W 110. 77 (D10 THRU D18) D14 D13 ti ,,, ''S1�' `�\ \��i9�. T . M . 60-25A I S9 N63 09' 11"W 23. 12 ' D12 °'a \ ..� q1 \'9T REVISED S10 N01 °02' 14"W 100. 34 \ \B• l 0 o�;.: s, \\0/V LOT A O S11 N53 08'00"E 27. 13 NEW VARIABLE WIDTH ` `S' ' ''S?q \, \\.1N 4 • BO ACRES S12 N53 °08'00"E 20.00 PUBLIC SWM FACILITY .\ \C cr S13 S36 '52'00"E 95. 18' & ACCESS EASEMENT (S 1 THRU S26) 1� 7N(1.31:-- -: 8 DI ► , D8 \. Po - FOUND S 14 S36 'S2'00"E 149. 16 - IRON b --=--a ' D7 \, (IRON) S15 S28 °25 '05"W 43.52 0\ S15 S16 S63 .09' 11 "E 11. 50T�` S21 `f o v• °� SD21 S� ' \ MAG D19' - o \\ NAIL S17 S27 40 ' 18"W 5.47 '�, _ ___ � -- S18 S27 '40 ' 18"W 35.35 o,% o'•, ; S17 1cn ��6 S \\ SET (020) S19 S27 '40 ' 18"W 19. 19 - ` �`s ` `' sia S19 cNvl kDO" \\ S20 N04 '37'34"W 70. 35 o , S21 S63 '09' 11"E 26. 09 % , 5'o; ,-1-STY. _ \;16 .., T. M. 60-25 0� �; Q' - STUCCO i S22 S03 '02' 12"E 92. 48 �� �,i,.',S26I 1 STORY cn' --1-1. 60 \\ S23 S03 '02 ' 12"E 12. 52 -\` `%,,'>, , BRICK BLOCK \ S24 S12 '58'42"W 29.60 S23L 1 STORY ' I14. 33 \ 5'-�S26 S630936E 27. 61 S24O. ' • iB�CK 13 S25 _ COURSES ALONG NEW VARIABLE • WIDTH PRIVATE DRAINAGE EASEMENT \D24 im T. M. 60-25B D25 / ao �. ', I2'" REVISED LOT B LINE BEARING DISTANCE NEW VARIABLE \ cv D10 N36 '52'00"W 50.30 WIDTH PRIVATE ` D11 S71 '50'49"W 9. 15 DRAINAGE EASEMENT - (D19 THRU D24) \ D12 S26 '50 '49"W 15.81 _ __ __ __ D13 N67 '35' 10"W 9.99 ` - -- C6 C5 C4 MAG C2 Cl MAG L2 D14 NOO '53'36"E 29. 67 IRON C3 NAIL NAIL D15 N54 '40 '39"E 19.22 FOUND IRON SET SET D 16 S69 '12'40"E 34.26 (2019) FOUND (2019) (2020) (2019) D17 S42 '25'44"W 7. 91 D18 S36 '52'00"E 47. 34 D19 S63 °17'08"E 73. 15 U . S . ROUTE 250 (IVY ROAD) D20 N26 °49 '46"E 5. 77 SHOWN AS 80 ' WIDE ON PLAT IN D. B. 296-432 D21 S63 °09' 11"E 50. 12 D22 526 '49'46"W 115. 70 D23 S26 °47' 11"W 39. 57 SCALE: 1 �� = 100 ' D24 S26 °46' 1 W 29. 72 DATE: JANUARY 22, 2021 D24 S26 ° ' 11"E 9.72 REVISED: FEBRUARY 24, 2021 REVISED: MARCH 4, 2021 GRAPHIC SCALE 1 "=100 ' MI _ INNROGER W.RAY & ASSOC., INC. i 3 c)'� IMINI 663 BERKMAR COURT I� CHARLOTTESVILLE, VIRGINIA 22901 / 0 100 200 TELEPHONE: (434) 293-3195 GL RAYSURVEYING. COM SHEET 3 OF 3 10530G