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HomeMy WebLinkAboutSUB202200025 Plat - Submittal (First) Final Plat 2022-01-14CHESTERFIELD R ,PARK i� IDGEFIELD GE GATEwOp°tarras Rd HIND SIGHT COUNTRY OAKS LOWELL PINES TEMPLETON lml ACRES PI OVFR HII I C I* az 1521 LAN FORD HILLS S` y°F tszo t43 HOLLYMEAD �F& 4r°s�° tszt 536 OOD RO csta s4,�, �{e,�,�t ESTATEWINDSOS SITE ESTATES n 1 1 L — SYCAMORE a tx77 r RIVANWOOD LOCHRIDGE a°i°crowd atl RIVERS END LAKE HILLS 1 O C ¢e CARRSBROOK ¢a Ent�'ls,` cav,N ,f /nA FOREST LAKES SOUTH MONTGOMERY RIDGE pw-Grtl Go tlatl a rvy �reerc Foundation F RIVANNA RIDGE 3 o� �Q BENDING d 3 g BRANCH a BERKMAR 9°ten FIELDBROOK d imt �a L RAINTREE ^ ea VICINITY MAP (1" = 2000't) COURTESY GOOGLE MAPS STATEMENT OF CONSENT COMMONWEALTH OF VIRGINIA - PROFFIT RIDGE CITY/COUNTY OF: _ THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED .t9 TAX MAP 46 PARCEL 18B, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE BEFORE ME THIS DAY OF 20_. Prowl[ CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. BENTIVAR a•Rv liool STATEMENT OF TITLE TMP 46-18B THE LAND SHOWN WAS OBTAINED BY HORNE LAND CORPORATION BY DEED DATED JUNE 30, 1977 AND RECORDED AT DB:624 PG:191. COUNTY APPROVAL AGENT FOR THE BOARD OF SUPERVISORS SHEET INDEX V1 COVER SHEET V2 EXISTING BOUNDARY CONDITIONS OVERALL DATE: 01-14-2022 REV: REV: SCALE: V=200' JOB: 8728 FILE: SHEET: V 1 OF 2 DATE PLAT SHOWING 2-LOT SUBDIVISION TAX MAP 46 PARCEL 18B RIVANNA MAGISTERIAL DISTRICT COUNTY OF ALBEMARLE. VIRGINIA HORNE LAND CORPORATION 435 PARK ST CHARLOTTESVILLE, VA 22901 SIGNATURE OF NOTARY PUBLIC REG. NO.: MY COMMISSION EXPIRES: NOTES C 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED ATTORNEY. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK. 3. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY COMPLETED APRIL 9, 2019, USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO MSIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 5100060280D, EFFECTIVE DATE FEBRUARY 4, 2005, EXCEPT FOR AREAS SHOWN HEREON SHEET V2. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 5. THIS PARCEL IS ZONED RA —RURAL AREAS. PARCEL IS SUBJECT TO PROFFER ZMA201800011. X SETBACKS PER ALBEMARLE COUNTY CODE: FRONT-75'(EXISTING PUBLIC ROADS), FRONT-25'(INTERNAL PUBLIC OR PRIVATE ROAD), SIDE-25% REAR-35' 6. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL —FORESTAL DISTRICT. 7. THESE PARCELS LIE WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. 8. PER GIS AT THE TIME OF PLATTING, SUBJECT PARCEL IS LOCATED WITHIN THE AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, AND CONTAINS AREAS OF CRITICAL SLOPES. 9. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. 10. PORTIONS OF THE BOUNDARIES OF SUBJECT PARCELS SHOWN HEREON PROCEED ALONG THE CENTERLINE OF EXISTING RIO MILLS ROAD, AN EXISTING PUBLIC GRAVEL ROAD. BOUNDARY LINE AND CURVE DATA SHOWN HEREON IS APPROXIMATE TO SURVEYED CENTER OF EXISTING GRAVEL ROAD AND IS FOR PLAT CLOSURE AND AREA CALCULATIONS ONLY. 11. THE PRIMARY PURPOSE OF THIS PLAT IS TO LEGALLY SEPARATE NON—CONTIGUOUS PORTIONS OF TAX MAP PARCEL 46-18B INTO INDEPENDENT LEGAL PARCELS. NO NEW PARCELS ARE BEING CREATED WITH THIS PLAT. A PORTION OF RIO MILLS ROAD IS ALSO BEING DEDICATED AS PUBLIC RIGHT—OF—WAY. TH REVIEW' KRISTOPHER C. WINTERS Y No. 2492 COPY �- mtl0 ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS A PROFESSIONAL CORPORATION $ ip SERVING VIRGINIA SINCE 195E 8 r PHYSICAL - 999 SECOND ST. SE, SUITE 201, CHARLOTTESVILLE, VIRGINIA 22902 MAILING - 435 MERCHANT WALK SQ, SUITE 300-159 - CHARLOTTESVILLE, VIRGINIA 22902 PHONE 434-977-0205 - FAX 434-296-5220 - EMAIL INFO@ROUDABUSH.COM TMP 45-57A1 N/F MORRIS, HERMAN & STELLA L DB:331 PG:323 i PARCEL C1 0.238 AC (TO BE DEDICATE TO PUBLIC USE) RIO MILLS ROAD 25' R/W FROM CENTER OF GRAVEL ROAD - DB:551 PG:337 TMP 45-58 N/F LUCK STONE CORPORATION DB:5012 PG:285 TMP 45-115 N/F JENNIFER METZ MARSHALL WB:158 PG:309 TMP 46-16 N/F GOLDEN MARIE B WB:128 PG:675 .,�,, JJ .52"E 835. 20' CENTRAL TELEPHONE 13 COMPANY OF VA EASEMENT FRAME SHED APPEARS DB:633 PG:22 TO ENCROACH A MAXIMUM OF 23.6' \DRAINAGE EASEMENT I DB:5376 PG:389 TE MP CONSTRUCTION vC\-�' EASEMENT DB:5376 PG:389 m RIO MILLS ROAD 15' PRESCRIPTIVE R/W DETAIL 1 (BOUNDARY TO CENTER SCALE: 1"=60OF GRAVEL ROAD) NEW PARCEL A 19.765 AC *PLAT RECORDED IN DB:5376 PG:389 INCORRECTLY SHOWS THE R/W OF RIO MILLS ROAD AS BEING CREATED BY DB:481 PG:263. DB:481 PG:263 REFERS TO ROUTE 643 IN A DIFFERENT LOCATION TO THE EAST OF ROUTE 29. THE PORTION OF RIO MILLS ROAD LOCATED ON TMP 46-18B IS A 30' PRESCRIPTIVE R/W.* �10 IF IF \ TF�p oBF9'VS G•389 R j� TMP 46-17 N/F GOLDEN MARIE B WB:128 PG:675 TMP 46-16 X \ \� N/F GOLDEN MARIE B \ � TMP 45-115 WB:128 PG:675 N/F JENNIFER 20' CENTRAL METZ TELEPHONE COMPANY M NIFERL OF VA EASEMENT DB:748 PG:571 DB:633 PG:22 4 i TMP 45-57A1 i / S63'33'32E 83513 - L ? N/F MORRIS, TELE PED cp.- - -\ HERMAN & STELLA L. - FRAME SHED EXISTING o, DB:331 PG:323 \ APPEARS TO ENCROACH L- TMP 46-18B _ - - --A, - \ A MAXIMUM OF 23.6' 47.550 AC (TOTAL) \ \ \ \ NEW PARCEL A\ TMP 45-58A \ 19.765 AC \ CONNECTOR ROAD If N/F MORRIS, \ \ VAR. WIDTH PUBLIC R/W C" HERMAN & STELLA L. DB:5376 PG:389 DB:331 PG:323 PARCEL C ` SEE D/TAB N61.29 IF ;55;W 399 30' 56129 55 E 0.238 AC \ �" \��c . ,C8 - ® IF (TO BE DEDICATED IF _ TO PUBLIC USE) N0425'26'E 110.99' \ \c TMP 45-58 \ N/F LUCK STONE RIO MILLS ROAD CORPORATION 25' R/W FROM CENTER DB:5012 PG:285 OF GRAVEL ROAD DB:551 PG:337 I I I 1 I TMP 45-60 N/F LUCK STONE CORPORATION DB:5012 PG:285 G I9 �o d C 5 I �O DATE: 1-14-2022 REV: REV: SCALE: VARIES JOB: 8728 FILE: 19.0635 SHEET: 9 ♦ Am/ OF 2 RIO MILLS ROAD 15' PRESCRIPTIVE R/W (BOUNDARY TO CENTER = OF GRAVEL ROAD) �_. G PF ® 89.53' 20' CENTURYLINK EASEMENT DB:4876 PG:561 EASEMENTS ® VDOT DRAINAGE EASEMENT DB:4876 PG:561 ® VDOT SLOPE EASEMENT DB:4876 PG:561 © VDOT SLOPE EASEMENT DB:4876 PG:555 ® VDOT DRAINAGE EASEMENT DB:4876 PG:555 ® DRAINAGE EASEMENT DB:5376 PG:389 AREA CALCULATIONS 47.550 AC (EXISTING TMP 46-18B) - 0.238 AC (PARCEL C DEDICATED TO PUBLIC RIGHT-OF=WAY) - 19.765 AC (NEW PARCEL A) - 27.547 AC (NEW PARCEL B) 0.000 AC LEGEND IF IRON FOUND IS IRON SET R/W RIGHT OF WAY TELE TELEPHONE PED PEDESTAL MON CONCRETE MONUMENT "i 0 .0 120 :0 WNW .� TMP 46-14A N/F SIX STAR ASSOCIATES & WENDELL W WOOD DB:748 PG:571 5'06"E 837.37\� oI 20' CENTRAL TELEPHONE ®� COMPANY OF VA EASEMENT DB:633 PG:22 EXISTING TMP 46-18B 47.550 AC (TOTAL) NEW PARCEL B 27.547 AC 1 I S2911'44"W 150.19' ,r I S25'48'48"W \ S2717'17"W 227.68' S34'41'41 "W 100.84' a < v' en i r c� A �r BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 34.06' 1072.50' 1'49'11" 17.03' 34.06' S 3918'15" W C2 269.95' 1430.25' 10'48'51" 135.38' 269.55' N 24'40'15" E C3 57.38' 221.54' 14'50'24" 28.85' 57.22' N 11'50'38" E C4 158.41' 2720.17' 3'20'12" 79.23' 158.38' N 06'05'32" E C5 94.98' 1277.12' 415'40" 47.51' 94.96' N 09'53'28" E C6 101.11' 933.58' 612'19" 50.60' 101.06' S 07'53'46" W C7 38.96' 2173.05' 1'01'38" 19.48' 38.96' S 06'39'27" W C8 394.82' 590.DO' 38'20'29" 205.12' 387.49' S 4219'40" E C9 149.33' 927.50' 993'30" 74.83' 149.17' S 35'36'06" W C10 125.23' 927.50' 7'44'09` 62.71' 125.13' S 22'47'46" W C11 655.25' 520.00' 7211'52" 379.18' 612.75' N 25'23'59" W C12 389.16' 1047.50' 2117'09" 196.85' 386.92' N 2934'16" E S23'31'35"W 200.42' AM =S BUFFER - S35'57' COUNTY G1c1� _ 151.76' r NEW PARCEL ALp 0.1 19.765 AC R rn gggN \ 0F E rj o A J a w \ oO�FO RCgO C N a o^o i 04 \ EXISTING \, w N m Z TMP 46-18B 1 1 47.550 AC (TOTAL) C1 IPF I vi L17RUNS L15 04 BOUNDARYALONG CENTER !73 I OF EXISTING ABANDONED ROAD "OLD QUARRY ROAD" � I N30'04'41"E I I TMP 46-18D 137.39' v1 TMP 46-18D \ N/F CRAFTON N/F CRAFTON CORPORATION �, \ CORPORATION I i DB:624 PG:196 \ ��\ DB:624 PG:196 'I I PLAT SHOWING 2-LOT SUBDIVISION TAX MAP 46 PARCEL 18B RIVANNA MAGISTERIAL DISTRICT COUNTY OF ALBEMARLE . VIRGINIA TH REVIEW KRISTOPHER C. WINTERS Y No. 2492 COPY �- mtl� 151.33' S3499'15"W 162.37' VDOT MON ] I 1 S2712'34"W 232.76' S23'01'02"W 181.84' J �`S0 S23'01'02"W 23.99' 1 200 0 200 400 600 I I SCALE: 1 " = 200' , BOUNDARY LINE TABLE Line Direction Length 1-1 N 69'27'53" W 80.45' L2 N 83'37'33" W 46.78' L3 N 89'37'19" W 79.72' L4 N 89'25'20` W 75.58' L5 S 82'26'05" W 89.72' L6 S 77'34'48" W 90.44' L7 S 77'57'24" W 76.80' L8 S 63'33'32" E 26.01' L9 S 10*59'550 W 213.40' L10 S 82'39'23" E 23.32' 111 S 7918'02" E 15.00' L12 N 0717'13" E 59.82' L13 N 29'06'02" W 175.07' L14 N 38'03'45" W 117.97' L15 N 4514'43" W 181.88' L16 N 4514'18" W 172.12' L17 N 69'27'530 W 107.80' ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND L4ND PL4NNERS A PROFESSIONAL CORPORATION s ip SERVING VIRGINIA SINCE 1955 s IP PHYSICAL - 999 SECOND ST. SE, SUITE 201, CHARLOTTESVILLE, VIRGINIA 22902 MAILING - 435 MERCHANT WALK SQ, SUITE 300-159 - CHARLOTTESVILLE, VIRGINIA 22902 PHONE 434-977-0205 - FAX 434-296-5220 - EMAIL INFO@ROUDABUSH.COM