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HomeMy WebLinkAboutSUB202000116 Plat - Submittal (First) Final Plat 2020-06-04THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND[LOTS 1 THRU 7 & LOTS 31 THRU 59,PROFFIT ROAD TOWNHOMES NORTH] IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND/OR TRUSTEES,IF ANY. FOR REVIEW FOR: ALBEMARLE LAND DEVELOPMENT LLC CITY/COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED ME THIS DAY OF 2020BEFORE B FOR FOR: ALBEMARLE LAND DEVELOPMENT LLC REVIEW NOTARY PUBLIC REGISTRATION# MY COMMISSION EXPIRES NOTARY SEAL 882 LEAKE SPRINGFIELD AIRPORT SQUARE ROAD785 0ROADSITEPRLANE TT 29 SEMINOLE 649 PROFFIT TRAILWORTH EY ROAD MLANEVICINITY MAP - SCALE: 1" = 2000'+/- o ajE- THpG oV FOR u REVIEW BRIAAN S. RAY Lic. No. 002281 o4 suo APPROVED FOR RECORDATION FOR REVIEW AGENT FOR THE BOARD OF SUPERVISORS DATE 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. THIS PROPERTY IS ZONED R15 RESIDENTIAL (STEEP SLOPES MANAGED & ZMA2018000O6). B. THIS PROPERTY IS IN THE JURISDICTIONAL AREA FOR WATER AND SEWER AND SHALL BE SERVED BY ACSA PUBLIC WATER SUPPLY AND ACSA PUBLIC SEWER SYSTEM. C. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA,THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA,THIS PROPERTY DOES NOT LIE WITHIN AN AG -FORESTAL DISTRICT. E. SETBACK REQUIREMENTS: FRONT MINIMUM: 5' FROM RIGHT-OF-WAY FRONT MAXIMUM: 25' FROM RIGHT-OF-WAY SIDE: 10'BUILDING SEPARATION UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20'MINIMUM FRONT GARAGE: 18' MINIMUM FROM BACK OF SIDEWALK MAXIMUM BUILDING HEIGHT: 45' OR 4 STORIES BUILDING STEPBACK: FOR EACH STORY THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15'. F. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. NOTES: 1. OWNERS, ADDRESS & LEGAL REFERENCES: T.M.32A- 2-2 ALBEMARLE LAND DEVELOPMENT LLC 1949 NORTHSIDE DRIVE CHARLOTTESVILLE,VIRGINIA 22911 D.B.5154- 753 & D.B.439-185 PLAT. UNRECORDED PLAT BY ROGER W.RAY & ASSOC.,INC,DATED APRIL 23,2019 2. THE EXTERIOR BOUNDARY DATA SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED BY THIS FIRM IN APRIL OF 2019. 2019) DENOTES YEAR MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM. IRON PINS TO BE SET AT ALL NEW LOT CORNERS. ALL IRONS TO BE SET BY 3. T.M. 32A-2-2 IS SUBJECT TO THE FOLLOWING: A. EASEMENT TO AT&T CORP.(D.B.4325-681). B. RIGHT OF INGRESS AND EGRESS TO CEMETERY LOT(D.B.254-160). C. AN AGREEMENT TO MAINTAIN STORMWATER MANAGEMENT FACILITIES AND OTHER TECHNIQUES(D.B.5263-494). 4. T.M. 32A-2-2 CONTAINS 7.59 ACRES LESS 1/8 ACRE+/- EXCEPTED IN D.B.254-160 FOR A CEMETERY. NO EVIDENCE OF A CEMETERY WAS OBSERVED ON THIS PROPERTY IN THE PROCESS OF CONDUCTING THE FIELD WORK OTHER THAN THE HEADSTONES AND GRAVE MARKERS SHOWN HEREON ALONG THE EASTERN PROPERTY LINE ADJACENT TO T.M.32-30. 5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS,UTILITIES, EASEMENTS AND/OR COVENANTS THAT MAY EXIST. 6. TOTAL ACREAGE BEFORE THIS SUBDIVISION PLAT: 330,814 SF ( 7.594 ACRES) (UNRECORDED SURVEY BY THIS FIRM, DATED APRIL 23, 2019) LOTS = 69,218 SF (1.589 ACRES) OPEN SPACE A & B = 4,990 SF (0.115 ACRES) SUBDIVISION PLAT R/ W DEDICATION = 20,166 SF (0.463 ACRE) ROADS A, B, C & D= 62,835 SF (1.442 ACRES) LOTS 1 THRU 7 AND LOTS 31 THRU 59 RESIDUE= 173,605 SF (3.985 ACRES) PHASE 1 7. THE ACSA WATERLINE EASEMENTS & THE ACSA SANITARY SEWER EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATION OF PROFFIT ROAD TOWNHOMES NORTH THE UTILITY. LOCATED ON STATE ROUTE 649 (PROFFIT ROAD) ABOUT 0.2 MILE EAST OF U.S. ROUTE 29 (SEMINOLE TRAIL) B. THE PUBLIC DRAINAGE EASEMENTS ARE HEREBY DEDICATED TO PUBLIC USE. RIVANNA MAGISTERIAL DISTRICT 9. ROAD A & ROAD B (NEW 54' WIDE PUBLIC RIGHTS-OF-WAY),AND AND ROAD C & ROAD D (NEW 49' WIDE PUBLIC RIGHTS -OF -WAY) ARE HEREBY ALBEMARLE COUNTY, VIRGINIA DEDICATED TO THE COUNTY FOR PUBLIC USE. SCALE: 1 " = 30 ' DATE: JUNE 4, 2020 10. THIS IS A CLUSTER DEVELOPMENT IN ACCORDANCE WITH SECTION 2.2 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THE MINIMUM OF 25% OPEN SPACE IS PROVIDED IN THE RESIDUE. FINAL OPEN SPACE TABULATION SHALL BE PROVIDED ON THE SUBDIVISION PLAT OF THE RESIDUE (PHASE 2). FOR ALBEMARLE LAND DEVELOPMENT LLC ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293- 3195 GL RAYSURVEYING.COM SHEET 1 OF 3 1474OB Lo PUBLIC ROAD D C I GRAVE v 0:3 MARKER PUBLIC PUBLIC ' N21°06'08"E I DRAINAGE °7'56"E 133.07' CAS DRAINAGE 214.14' HEADSTONE v S622EASEMENTPUBLIC 20 00' 20.00' 16.53' EASEMENT I MATCH LINE SHEET 3 OF 3 DRAINAGE ESMT. 20.00' 20.00 C16 PUBLIC cn I MATCH LINE SHEET 3 OF 3 MATCH LINE SHEET 2 OF 3 S62°27'56"E 70.64' C6 S50°25'46' ti"E b 16.53' 20.00' 37 03 48.41DRAINAGE ESMT. 10'PUBLIC MATCH LINE SHEET 2 OF 3 33. 61' s _ o N23° 23'58"E DRAINAGE EASEMENT 0 0 0 0 (D Ln LL m 0 11. 34' I o LOT 45 n o Ln n , ao 2, 468 SF r `n v V- ) GO LOB cn Lo cu I HEADSTONES m v u-" 00 V (n ao lt') (I) cn p cu 1 N 0o Cu (n co0D cn to c 3 m O 3 O N I PUBLIC 3 m 3 O= 01 ~ O N62° 27'56"W 63.65' o DRAINAGE ESMT. COU o O I- 01 a ~ O co 0 Lo JCO o I COURSES ALONG CENTERLINE 6 o S26 ° 16 ' 50 " W ~p COO - O CO J cv J ri ccu co C11 1 20 'SANITARY SEWER EASEMENT o LOT 4 1, 677 SF C) N 99.93 ' 0 o J\ cu J J m N cu N co I I 0cunjr r N cu o N23 °24 ' 50 " E G 9 s N N62° 27'56"W 84.00 o 20 ' ACSA r r N c" cu cu Ln cn o N 50.57' I I HEADSTONE C) LOT 47 o o SANITARY 54' 10' I I N 00 1, 684 SF NSEWER EASEMENT20. 00' 20.00' 29.03' 1 I c\' 27' 56"W 84.35' N629.03 20. 0020.00 I I I rn o T 4B S3 S15 SLO H IHEADSTONE1, 690 SF u o J o cn C\' N62° 27' 56"W 84.69' oo 54 ' o cu O O I 15'20" E HEADSTONE o 49 0 o wo o 0 0 Ln n cv cn N34 I 44. 95 ' I I I o LOT 1, 697 SF N o cn m 00 co Q1 o co I I N 85. 04' Q N o o Q• cn u- mul w NEn V w N Iq LL' Ocn V w O w O PUBLIC DRAINAGE ESMT. z w I ILo N62°27'56"W 50 o cn Q m w D'Ov O v p F- O v o~ O O v o~ O O o F-O O to o N I- N N29 °16' 28'E 123. 25 ' 3 w I I I CD I wo LOTONHCUoffQlOCONO ( N p (D J o a LINE BEARING DISTANCE S1 N19° 25'02"E 91.38 S2 N27° 29'50"E 159.61 S3 S62° 33'29"E 3.02 S4 N27° 34'35"E 80.17 S5 N27° 34'35"E 53.42 S6 N27° 34'35"E 3.47 S7 S62° 29'19"E 199.72 S8 S84° 55'23"E 5.22 S9 S84° 55'23"E 50.20 S10 S62° 27'56"E 4.11 S11 S62° 27'56"E 162.17 S12 S62° 27'56"E 51.48 S13 S62° 27'56"E 3.03 S14 N27° 32'04"E 230.49 S15l S62° 33'29"E 54.00 2, 260 SF N cc z J J (D cu J m J m J ° r- Cu N cn w I I m N i r N cu PUBLIC ;n I I r U cu r r r cu z H N N z Z DRAINAGE r w I io N62° 2756W 85.49' J z z z EASEMENT T.M. 32-30 3 , Lnn w I I THE FULL GOSPEL ASSEMBLY mcn OD C) LOT 51 'n cn 0 00. N26 °28' 11 "E w S8.01' I I o OF CHARLOTTESVILLE Lo SF co N 16.53' r I D.B.4957-252 PLAT 2 27 2 N 20.00' 20.00' 20.00' o N 16. 53' 20.00' 20.00' I I o D.B.1125-111 133.07' H D.B.972-447 PLAT T.M. 32A-2-1B°56"W S595 Ln N62°27'56"W SOUTHERN STATES N6227 0 z I I c I I CHARLOTTESVILLE o N COOPERATIVE, INC. ;'' LOT 52 Cucn w w ACSA N cn II II 1, 723SFD. B. 1961-246, 250 PLAT N oN ACSA H PUBLIC ROAD C SANITARY N62°27' 56"W 86.30' SANITARY SEWER a N46° 21'29"E 1 I o SEWER JLo EASEMENT 21.75' / LOT 53 o EASEMENTN / 00 0 N76 °00' 13"E N • 1 729 SF N Z 142.13' C1 13.84' / Z N , N62°27' 56"W 86.64' S62°27'56"E 26.16' S / PIPE co 0 20.46' 20.46' 20546' S N S12 S13 S8 42 21 9"E , 1 ° FOUND 0 LOT 54 v ' 13.67 ' 20.46 ' 20.46 ' S S 11 ` ° AQ A w ( 2019) 0 1, 737 SF o rn S10 co 35. 98' Ng2 1 1 POLE N r N44° 35'07"E 5 N62°27' 56"W 67.21' c, N 49' 2.55' i ' N AT&T 10' 50 56 53. w MARKER LOT 55 s o N 0 55' Ao w W / Lo X) o , m 2, 347 SF N ' s , cn o co wol mcu co LoN62°27' 56"W 90.26' Lov o Z N Lo co > m N D L N cu cn 100 10 Lo 56 D Oa m N rn N 2A'61 O G m 0 GJ n2 / AA flm o Lo To n 20 03 10 2A Z 12 v7 N C "' 3.29' LL' N 5° 33 57 No rn 17. 15' 20 03 33"W p0 P tiO ' m o L CjF w; 29.36 ' 20.52 ' °3' ' v 9NE / I OZC Pv 6 0 1, 811 W 91 51 00 OPEN 0 ,N61 °44' 08"W 25, N 0 PIW O 0 N / c°u cs 33 12 -4 SPACE A 67.03' 1g' 8 / POLE N p1 5$ , 587 SF o A5„ Z o eAb „ 92 g ' N QEQZ SF `PRO P ZN N o 1, 12 W 11" W R W 166 / ESG j I / T . M . 32-29D cr °33' q3' 5A 0 PR , / MAPLE GROVE CHRISTIAN CHURCH N 6A9 0' 1 POLE / 301 30 •5A D . B . 2303-626, 630 THRU 633 PLAT OPENcv '1 SF j D.B.1406-131 PLAT SPACE B •w 2• A9 82 a6 N16° b(3 3g,. W I D D. B. 7BI- 200 PLAT T 4, 403 SF N 133'S5 . / g••w I A9 38.69 A9 / I o / v'( E 6 GRAPHIC SCALE 1 "= 30 ' Po v,Z- i LoPOLE T.M. 32- 35 OVERN ALBEMARLE LAND DEVELOPMENT LLC 0 30 60 90 N l00 D.B. 5160-296 OND •\A 95'83 UNRECORDEDPLATFOUND BY 2019) cu N 6°ZA' 1 ROGER W. RAPRIL2019 A23ONC SCALE: 1 = 30 DATEDATE: JUNE 4, 2020 250 • k I XZNG I WORD F E Sa' T . M . 46B4-5AFOR FOR G.PETCHEL OEPETCHEL ALBEMARLE LAND DEVELOPMENT LLCKATHLEEN REVIEWD.B.4296-686 ROGER W.RAY & ASSOC-INC. D.B.1685-11 & 12 PLAT 663 BERKMAR COURT D.B.1069-28 & 29 PLAT CHARLOTTESVILLE, VIRGINIA 22901 D.B.955-443 PLAT TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 2 OF 3 14740E LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING Cl 3°42'18" 223.50 14.45 7.23 14.45 N16°17'58"E C2 1°53'24" 223.50 7.37 3.69 7.37 N19°05'49"E C3 4°56'41" 223.50 19.29 9.65 19.28 N22°30'51"E C4 2°32'52" 223.50 9.94 4.97 9.94 N26°15'37"E C5 40°14'37" 12.50 8.78 4.58 8.60 S07°24'46"W C6 49°45'23" 12.50 10.86 5.80 10.52 S37°35'14"E C7 96°25'58" 12.50 21.04 13.99 18.64 N69°19'07"E CB 6°25'56" 184.50 20.71 10.37 20.70 S24°19'06"W C9 42°52'39" 12.50 9.35 4.91 9.14 N42°47'40"E C10 53°18'07" 12.50 11.63 6.27 11.21 S89°06'58"E C11 53°18'05" 12.50 11.63 6.27 11.21 S35°48'53"E C12 36°41'55" 12.50 8.01 4.15 7.87 S09°11'07"W C13 90°00'00" 12.50 19.63 12.50 17.68 N17°27'56"W C14 90°00'00" 12.50 19.63 12.50 17.68 N72°32'04"E C15 69°09'40" 12.50 15.09 8.62 14.19 S27°53'06"E C16 20°50'20" 12.50 4.55 2.30 4.52 S17°06'54"W C17 45°31'21" 12.50 9.93 5.24 9.67 S50°17'45"W C18 44°28'39" 12.50 9.701 5.11 9.46 N84°42'15"W C19 6°54'33" 174.50 21.041 10.531 21.03 N17°54'04"E SCALE: 1" = 30' DATE: JUNE 4, 2020 FOR ALBEMARLE LAND DEVELOPMENT LLC ROGER W.RAY 6 ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM 58 3e IRON FOUND 2019) IRON k SETc( 20 9) 66'37X9 X a O X X x , Ip• cu x N16°41'26"W< 9 13.42 ' AA k 1 f XI X 5 J` \I S10 °10' 16"E X I'x 20. 30 ' 9s N I \x Q LO X s o I x w XI X X I x X\ x A = 16 °50 ' 21 " R=302.50' coLo I X x X L =88. 90 ' Ln r- N" I x x x T =44.77 ' 20' PUBLIC X C=88.58' m ti m DRAINAGE X x CB= S18°35'27"E r, Z EASEMENT X X T.M.32-2OA3 < X \ CWH PROPERTIES I x x X LIMITED PARTNERSHIP I X X x x X x X X x D.B.2309-419 1 \. X D. B.1086-45 PLAT Z X x x X D. B.718-388 PLAT 1 a, I X SWM X x x N D. B.695-28 PLAT N IX FORESSTACOPEN X X W 1 x EASEMENT x X x `. x CI' n X L4 c\ of X X x x X x x x v x w' x x >( x x 1 co X x X x X X fl l X x ' x x x N62° 27'56 x 125.35' x 70. 49' 27. 10' j 27. 76j-j S7 T. M.32-20 CWH PROPERTIES LIMITED PARTNERSHIP D. B.2309-419 D. B.726-273 PLAT D. B.594-467 PLAT 249• g5 RESIDUE T. M.32A-2-2 3. 985 ACRES 173, 605 SF APPROXIMATE LOCATION OF ' STREAM S6 54 00, J o Ocu - - - - - - - - - v 170.62' m i , 20 PUBLIC DRAINAGE EA --- --- IRON ------- FOUND SWM 2019) FACILITY EASEMENT v ACSA o SANITARY wcu r SEWER T. M.32A-2-1B ,n '' "' EASEMENT SOUTHERN STATES `-r' . I- ' i .cry CHARLOTTESVILLE cu i to COOPERATIVE, INC. D. B.1961-246, 250 PLAT z i i i o S7 165. 95' S 29. 62' S S 272. 39' 76. 82 / , / '56"E cn S62 ° 27 rn rn S 527. 65' GRAPHIC SCALE 1"=30' I CORNER IN 42" 0 30 60 90 1 WHITE OAK 2019) X 50 52 PIPE 56, X x x x 34' x x x FOUND2019) 47.97 x x X k X X X x x x Z x x SWM X rn rtoXX FOREST/OPENcn X SPACE x X EASEMENT xXnI^ X a~J o_ XIXX X X J Lu J J k X x xteLn rx x I X aLo 0o k Xvz OI X X X cum Zco U) X o m a00wo mI N i mU=cz o N70 ° 10' 16"W v ' mcai Lo m 74. 02' dma(n i Lo Ll-' m mcu Li- ' w m i Li- o 0 O z Ln w LL Jam I m Lo o iaHO m w Q m I 2 ocu H I z O U I H 3 O J I Z 00 Lo M I ZLo i N Ln Ifl F"-I I r N Ln IRON SET IN STUMP N HOLE 58' 15"E BO.24 ' i 2019) S65 o Ld N24° 01' 45" E I o morn a 28.95' Ix123.72' IRON CuZolI I z W 126 .90' FOUND 58 ' 15 i Z (n co 00 IN65 ( 2019) m J co U3 PUBLIC ROAD D co PUBLIC PUBLIC CD DRAINAGE 133. 07' C.1 DRAINAGE U EASEMENT PUBLIC S62° 27'56"E 16.53' S EASEMENT MATCH LINE SHEET 3 OF 3 DRAINAGE ESMT. 20.00' 20.00' C16 tia 16. 53' 20.00' 20.00' 20.00' LL_ Il. PUBLIC MATCH LINE SHEET 2 OF 3 S62°27'56"E 70.64' C6 S50°25'46"E , li U- LL Lp U3 i tn 48.41 ' En CV to Cn to Q En In to fh (n DRAINAGE ESMT . 37 03 S O O N23 °23 ' 58 " E 33.61' vOoOO O F- O) - cp I- CU Lo 11. 34 ' LOT 45 Lo ~ ov oc°'o OLD ~0u:) oco Jo m co GL m 2, 468 SF r J J J -iJ , i N to cu ni cu 1 IRON 1 FOUND 1 (2019) I 11 II I cn 1 1 0 1 of I CD I 1 11 11 1 11 11 1 1 Lo I o 1 o 0 1 " 1 N21 ° 06' 08" E II 214.14', 1 1 10'PUBLIC DRAINAGE EASEMENT 1 I 1 T. M. 32- 30 THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE D.B. 4957-252 PLAT D.B.l125-111 D.B.972-447 PLAT GRAVE MARKER HEADSTONE HEADSTONES I m cn 1 I cz m I cu I mU cz O JU00 i QJCo Cu w V Ql o J om a FOR REVIEW MATCH LINE SHEET 3 OF 3 MATCH LINE SHEET 2 OF 3 SHEETS OF 3 14740BI