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HomeMy WebLinkAboutSUB201700107 Plat - Other (not approved) 2017-09-05TITLE SOURCE OWNER'S CONSENT: THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, LOT 1 C BEING A DIVISION OF LOT 113, BLOCK G, SECTION ONE, NORTHFIELDS IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES IF ANY. THE MANORS, LLC. TMP: 062A1-00-OG-001BO (LOT 113) CERTIFICATE OF ACKNOWLEDGMENT OF SIGNATURE: I, _, A NOTARY PUBLIC IN THE CITY/COUNTY OF COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT WHOSE NAME IS SIGNED TO THE FOREGOING STATEMENT OF CONSENT, HAS ACKNOWLEDGE THE SAME BEFORE ME IN THE CITY/COUNTY OF , COMMONWEALTH OF VIRGINIA THIS _ DAY OF _ 20_ NOTARY PUBLIC REGISTRATION NUMBER: _ MY COMMISSION EXPIRES: ALBEMARLE COUNTY APPROVAL ALBEMARLE COUNTY BOARD OF SUPERVISORS DESIGNATED AGENT SUB 201700107 TH 0AL o 1 �. V. "KIRK" IN EM C V DATE 1.) TMP: 062A1-00-OG-001 BO THE MANORS, LLC D.B. 4885, PG. 325 D.B. 386, PG. 520, 522 (PLAT) ADDRESS: 255 LAKEVIEW DRIVE CHARLOTTESVILLE, VA. 22901 NOTES: 1.) ZONING: R2 AND LIES WITHIN THE FOLLOWING OVERLAY DISTRICTS. A.) AIR PORT IMPACT AREA (AIA). B.) ENTRANCE CORRIDOR (EC). C.) STEEP SLOPES (MANAGED). 2.) PLANNED LAND USE: RESIDENTIAL 3.) THIS SUBDIVISION PLAT IS BASED ON A CURRENT FIELD BOUNDARY SURVEY PREPARED BY THIS FIRM ON MARCH 3, 2017 AND NO BURIAL GROUNDS WERE OBSERVED. 4.) THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE "X", NOT A H.U.D. DEFINED 100 YEAR FLOOD PLAIN. 5.) THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. 6.) THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AGRICULTURAL AND FORESTAL DISTRICT. 7.) ALL LOTS TO BE SERVED BY PUBLIC WATER SUPPLY AND A PUBLIC SANITARY SEWER SYSTEM. 8.) IRON RODS SET AT ALL NEW CORNERS UNLESS NOTED OTHERWISE. 9.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. 10.) PROPERTY SUBJECT TO THE: A.) RESTRICTIONS RECORDED IN DEED BOOK 352, PAGE 231. 11.) PROPERTY MAY BE SUBJECT TO: A.) POLE LINE RIGHT OF WAY EASEMENTS RECORDED IN DEED BOOK 313, PAGE 487, DEED BOOK 351, PAGE 457, AND DEED BOOK 356, PAGE 30. B.) WATER METER EASEMENT RECORDED IN DEED BOOK 386, PAGE 520. C.) ADDITIONAL RESTRICTIONS AND/OR EASEMENTS OF RECORD. 12.) LOT 1C AND THE RESIDUE OF TAX MAP PARCEL 062A1-00-OG-001BO EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. (NOTES CONTINUED ON SHEET 2 OF 2) SURVEYOR'S CERTIFICATE I, G.V. "KIRK" HUGHES, A DULY LICENSED SURVEYOR IN THE COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT THE PROPERTY SHOWN HEREON IS THE SAME PROPERTY CONVEYED TO THE MANORS, LLC BY DEED RECORDED IN DEED BOOK 4885, PAGE 325 AND AS SHOWN ON PLAT RECORDED IN DEED BOOK 386, PAGE 520 WITH PLAT BEGINNING AT PAGE 522 IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA AND THAT I HAVE CAREFULLY SURVEYED THE PROPERTY DELINEATED ON THIS PLAT AND IT IS CORRECT TO THE BEST OF MY KNOWLEDGE. TMP 61-127 0 �o s o LOT 2A �o 0 LOT 1A LOT 1B ITE TMP 62A1-OF-10 VICINITY MAP SCALE 1" = 400' PLAT SHOWING LOT 1 C BEING A DIVISION OF LOT 1 B, BLOCK G SECTION ONE, NORTHFIELDS AND A NEW PERMANENT SANITARY SEWER EASEMENT AND A NEW 10' PRIVATE SANITARY SEWER LATERAL EASEMENT ACROSS SAID LOT 1 B AS SHOWN HEREON RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA JULY 10, 2017 JULY 28, 2017 (REVISED) SCALE: 1" = 40' 40' 0 40' 80' 120 FEET KIRK HUGHES & ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (434) 296-6942 FILE: 2016-054, W.O. 2016-054 C:\UDD\SURVEYS\2016\2016-054\2016054-01.DWG PLOTTED: 09/05/2017 SHEET 1 OF 2 NORTH D.B. 386, PG. 520, 522 (PLAT) (NOTES CONTINUED FROM SHEET 1 OF 2) 13.) BUILDING SETBACKS: PURSUANT TO SECTION 4.19 OF THE ALBEMARLE COUNTY ZONING ORDINANCE THE FRONT MINIMUM SETBACK FOR A LOT SHALL BE BASED UPON THE "CLOSEST SETBACK OF AN EXISTING MAIN BUILDING WITHIN 500 FEET IN EACH DIRECTION ALONG THE SAME SIDE OF THE STREET FRONTED". A.) FRONT MINIMUM SETBACK FOR LOT 1 B AND BASED UPON FIELD OBSERVATIONS THE CLOSEST EXISTING MAIN STRUCTURE AS DIRECTED ABOVE IS THAT OF SAID LOT 1 B AND WAS FIELD MEASURED TO BE 58.5' FROM THE RIGHT OF WAY OF NORTHFIELDS ROAD. B.) FRONT MINIMUM SETBACK FOR LOT 1 C AND BASED UPON FIELD OBSERVATIONS THE CLOSEST EXISTING MAIN STRUCTURE FRONTING ON THE SAME SIDE OF THE STREET IS APPROXIMATELY 1,150't TO THE EAST ALONG OLD BROOK ROAD. SAID STRUCTURE IS LOCATED AT #1515 OLD BROOK ROAD AND WAS FIELD MEASURED TO BE 44.7' FROM THE RIGHT OF WAY LINE. SIDE MINIMUM; 10' REAR MINIMUM; 20' GARAGE MINIMUM; FRONT LOADING GARAGE: 18 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. SIDE LOADING GARAGE = FRONT SETBACK AS NOTED ABOVE. 0 v 6'0<- 1611*1 / G /111l LOT I \ \' 21,800 S.F. \ (0.500 ACRES) \ + _ S% \ / s 58.5' SBL (SEE NOTE #13) 0 IW GRAVEL DRIVE I 14.) THE NEW PERMANENT SANITARY SEWER EASEMENT SHOWN HEREON IS INTENDED TO BE CENTERED ON THE AS -BUILT LOCATION. SAID EASEMENT IS HEREBY DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. — - - —RF IRF AREA SUMMARY LOT 1 B (RESIDUE) 49,275 S.F. (1.131 AC.) LOT 1B (PLAT) -21,800 S.F. (0.500 AC.) LOT 1 C 27,475 S.F. (0.631 AC.) LOT 1 B (RESIDUE) S 86.39,00" W 100. EDGE Of PAVEMENT j /o�eQP��o ti 0 CURVE DATA: NO. DELTA RADIUS ARC TANGENT CH. BEARING CHORD Cl C2 00.30'41" 39.53'00" 1322.51 198.25 11.81 138.00 5.90 71.93 S 46'30'39" W S 66.42'30" W 11.81 135.23 LINE DATA: NO. BEARING DISTANCE L1 N 43'26'57" W 19.87' L2 N 46'33'03" E 5.45' NEW 10' PRIVATE �4� LAT RIALREASEMENT �GY SEWER �\o�o�� Q11p ti� �e����o�� ..A LOT 1B RESIDUE 27,475 S.F. (0.631 ACRES) —N/E�ps R0• PG360, . 412, 413 Q 8 NEW PERMANENT SANITARY SEWER EASEMENT (SEE NOTE #14) LEGEND: IRF = IRON ROD FOUND ENC = ENCROACHMENT SBL = SETBACK LINE S.F. = SQUARE FEET OHU = OVERHEAD UTILITY TMP = TAX MAP AND PARCEL D.B. = DEED BOOK PG. = PAGE RET. = RETAINING SS/E = SANITARY SEWER EASEMENT SS = SANITARY SEWER LINE (PROPOSED) ® = WATER METER �o = UTILITY POLE = YARD POLE LAMP = EXISTING PERMANENT SANITARY SEWER EASEMENT D.B. 1301, PG. 427, 430 (PLAT) SHEET 2 OF 2