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Home My WebLink AboutSUB202100184 Plat - Revision 2021-12-10NOTES: 1. THIS SUBDIVISION PLAT WAS BASED ON A CURRENT FIELD RUN SURVEY. THE AREA OF THE PARENT TRACT SHOWN HEREON WAS TAKEN FROM COMPILED RECORD DATA. THE BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM THE FOLLOWING INSTRUMENTS OF RECORD: • A PLAT PREPARED STANLEY LAND SURVEYS, PLC ENTITLED "PLAT SHOWING BOUNDARY ADJUSTMENT SURVEY OF TAX MAP 136 PARCEL 9 AND 9F - THE SCUFFLETOWN LLC PROPERTIES," DATED NOVEMBER 22, 2016, LAST REVISED MARCH 2, 2017, AND IS RECORDED IN DEED BOOK 4918 AT PAGES 347-353. • A PLAT PREPARED BY STANLEY LAND SURVEYS, PLC ENTITLED "PLAT SHOWING BOUNDARY ADJUSTMENT SURVEY OF TAX MAP 136 PARCELS 9, 9H, AND 9E - THE SCUFFLETOWN LLC & JAMES RIVER FARM LLC PROPERTIES," DATED OCTOBER 28, 2015, AND IS RECORDED IN DEED BOOK 4758 AT PAGES 504-512 • A PLAT PREPARED BY ROGER W. RAY & ASSOC., INC. ENTITLED "LOT 1 AND LOT 2 - A PORTION OF THE PROPERTY OF STUART VERNON TAPSCOTT AND MAXWELL TRAVIS CRIZTER & ANGELA R. CRITZER ALSO BOUNDARY LINE ADUJSTMENT PLAT - PARCEL - APORTION OF TAX MAP 136 PARCEL 9C BEING ADDED TO AND COMBINED WITH TAX MAP 136 PARCEL 9 LOCATED ON STATE ROUTE 726 (JAMES RIVER ROAD)," DATED APRIL 3, 2009, AND IS RECORDED IN DEED BOOK 3876 AT PAGES 474-479. • A PLAT PREPARED BY ROGER W. RAY & ASSOC., INC. ENTITLED "SUBDIVISION PLAT - LOT 3 - APORTION OF THE PROPERTY OF STUART VERNON TAPSCOTT AND MAXWELL TRAVIS CRITZER & ANGELA R. CRITZER - ALSO NEW 50' & VARIABLE WIDTH PRIVATE STREET EASEMENT LOCATED ON STATE ROUTE 726 (JAMES RIVER ROAD)," DATED MAY 11, 2010, AND IS RECORDED IN DEED BOOK 4030 AT PAGES 639-645. 2. NO TITLE REPORT FURNISHED IN THE PREPARATION OF THIS PLAT. THUS EASEMENTS AND ENCROACHMENTS MAY EXIST THAT ARE OTHERWISE UNKNOWN. 3. THE ZONING OF SUBJECT PROPERTIES IS RURAL AREAS (RA). THE SUBJECT PROPERTY IS NOT LOCATED 4. WITHIN AN AGRICULTURAL FOREST DISTRICT. PORTIONS ARE SITUATED WITHIN CRITICAL SLOPES OVERLAY. 5. FRONT: 75' FROM EXISTING PUBLIC ROADS/25' FROM INTERNAL PUBLIC OR PRIVATE ROADS, SIDES: 25', REAR: 35' 6. UNLESS OTHERWISE NOTED. IRON RODS TO BE SET AT ALL CORNERS. 7. PORTIONS OF THE PARENT TRACT SHOWN HEREON APPEAR TO BE SITUATED IN SPECIAL FLOOD HAZARD AREA ZONE AE (BASE FLOOD ELEVATIONS DETERMINED), SPECIAL FLOOD HAZARD AREA REGULATORY FLOODWAY ZONE AE (BASE FLOOD ELEVATIONS DETERMINED) AND AN AREA OF MINIMAL FLOOD HAZARD ZONE X (UNSHADED) PER FIRM PANEL 51003CO520D WITH AN EFFECTIVE DATE OF JANUARY 5, 2007. LOT 1 APPEARS TO BE SITUATED WITHIN AN AREA OF MINIMAL FLOOD HZAZRD ZONE X (UNSHADED) PER FIRM PANEL 51003CO520D WITH AN EFFECTIVE DATE OF JANUARY 5, 2007. 8. COMMONWEALTH LAND SURVEYING, LLC HAS NO KNOWLEDGE OF ANY GRAVE SITES OR CEMETERIES ON THE SUBJECT PROPERTIES. 9. THE SUBJECT PROPERTIES ARE NOT SITUATED WITHIN A WATER SUPPLY WATERSHED OR AN AGRICULTURAL -FORESTAL DISTRICT. 10. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THESE PROPERTIES. 11. LOT 1 AND THE REMAINDER OF PID 136-00-00-00900 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 12. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 13. LOT 3 IS ASSIGNED 1 DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. WHEN USED, THE DEVELOPMENT RIGHTS SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES. 14. THE LOCATION OF STREAM BUFFERS REQUIRED BY THE WATER PROTECTION ORDINANCE, WITH THE 15. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. NOTARY PUBLIC COUNTY OF ALBEMARLE TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF AS OWNERS, PROPRIETORS AND/OR TRUSTEES. NOTARY PUBLIC MY COMMISSION EXPIRES: THE PLATTING OR DEDICATION OF THE FOLLOWING, SUBDIVISION PLAT PID 13600-00-00-00900 - LOT 4, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. SCUFFLETOWN, LLC DATE APPROVED FOR RECORDATION: ALBEMARLE COUNTY DESIGNATED AGENT DATE OWNER INFORMATION: PID 13600-00-00-00900 SCUFFLETOWN LLC 1145 JAMES RIVER ROAD SCOTTSVILLE VIRGINIA, 24590 DB 3854 PG 28 SUBDIVISION PLAT PID 13600-00-00-00900 LOT 3 SCOTTSVILLE DISTRICT COUNTY OF ALBEMARLE, VIRGINIA SCALE: 1" = 60' DATE: JULY 26, 2021 REVISED: DECEMBER 9, 2021 SHEET 1 OF 1 TH REVIEW DAVID A. JORDAN Lic. No. 2976 COPY 1?_ LAtiO S URNJI;_�y� m PID 13600-00-00-00900 SCUFFLETOWN LLC 86.04 AC (RECORD) -2.00 AC (LOT 4) 84.04 AC REMAINDER DB 3854 PG 28 x N:3806025.238 E:11470376.880 IS L1ISN DRAINFIELD M IS r MIR I "" _�. Ia� '4AW60 12'• E IS 253 0, IT01PLl N:3805560.611 �� IS I -I- E: 11470619.820 IS 7( CA LOT3 l� Nam• 2.003 AC < $, L6 <� ® WELL AP WELL ) IS (TIE) o � / N:3805559.029 IS m 10 IS REAM p� E:11470773.655 U) BUFFER J Lp N 25' SBL DB 4918 PG Dry / 0� \ 47-353 °off /�ti L8 � ` 31° 4• 5 p I F 86.40' 1 F S81?.. /z IV • � 3? 98•�2 \ LAKE W Y� IF J PID 13600-00-00-009EO JAMES RIVER FARM LLC i DB 3854 PG 23 SUBDIVISION PLAT PID 13600-00-00-00900 LOT 3 SCOTTSVILLE DISTRICT COUNTY OF ALBEMARLE, VIRGINIA SCALE: 1" = 60' DATE: JULY 26, 2021 REVISED: DECEMBER 9, 2021 SHEET OF PID 13600-00-00-009FO SCUFFLETOWN LLC LOT 2 AND AREA Y DB 3876 PG 474-479 DB 3551 PG 475 DB 2108 PG 656-657 DB 500 PG 423 PLAT DB 500 PG 420 PLAT DB 393 PG 11 DB 203 PG 390 N 06047'22" E 679.13' _ _ _ _ _ F N:3806145.347 E:11470392.613 4 71-64 pTgL) I I L16 /(TOTAL) CENTERLINE NEW 25.01' 50' PRIVATE STREET \ 25.69' AND DRAINFIELD I ACCESS E SEMENT IF o cn 78 ao Am1 \ •48� N yAA tq mmc m G) M w 2p� \� C � N \1 S17°5 3 -j o�� w 193.46. 50' AND VARIABLE WIDTH PRIVATE STREET O < S 10056'191. W 618.92' - - EASEMENT D DB 4030 PG 639-645 PID 13600-00-00-009CO JOSHUA LOGAN AND HANNAH ELIZABETH CRITZER DB 5503 PG 90 CURVE RADIUS ARC ENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 419.50' 18 .39' 1 179.00' 1 N 10°32'57" W 24038'15" C2 1 351.10' 1 100. 0' 1 99.86' 1 N 14-41.311' W 16021'05" C3 1 135.20' 1 22.9 ' 1 22.95' 1 N 01°38'51" W 9044'15" TH REVIEW DAVID A. JORDAN Lic. No. 2976 1( COPY R- kALVID SURVEy� d VIRGINIA STATE PLANE GRID NORTH NAD 83 SOUTH ZONE _ 121.03' W ° )�((1� ) - - S 18 1g20„ 02' _ -0 _ - _ L2 (TOTAL) Ll IF I I LINE BEARING I JANCE L1 S 10°58'13" W 4 .05' L2 S 02°01'07" W 0 .18, L3 S 02°16'S6" E 4 .34' L4 S 05026'44" W 4 6' L5 S 28009'45" W 1 f 21' L6 S 14057'24" W 8.31' L7 N 67055'38" W 50.82' L8 S 11045.25" W 86.66' L9 N 80004'50" W 78.08' L10 S 81013'48" W 77.84' L11 N 22052'04" W 81.07' L12 N 06030'59" W 76.05' L13 N 82032'14" W 145.28' L14 N 07027'46" E 121.14' L15 S 82032'14" E 79.45' L16 S 62038'50" E 85.89' LINE BEARING DISTANCE ALi I S 06030'59" E 76.05' AL2 I S 22°52'04" E 26.86' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE AC1 419.42' 174.50' 1 173.24' 1 S 29°53'11" W 1 23050'17" AC2 145.20' 122.46' 1 118.86' 1 S 17°38'41" W 1 48019'19" AC3 361.10' 103.05' 1 102.70' 1 S 14°41'31" E 1 16021'05"