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Home My WebLink AboutSUB201900038 Plat 2019-06-03 :5, . SURVEYOR'S CERTIFICATION ..V ` 1.) THIS PLAT AND THE CURRENT FIELD SURVEY ON WHICH IT IS BASED WERE �o� 4o MADE IN ACCORDANCE WITH THE "MINIMUM STANDARDS AND PROCEDURES FOR o� 874 LAND BOUNDARY SURVEYING" ADOPTED BY THE COMMONWEALTH OF VIRGINIA. NORTH ,0 2.) 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 1801 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 SITE 1803 SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS 1 THEORETICAL. 3.) PROPERTY LIES WITHIN FLOOD ZONE "X", AN AREA OUTSIDE OF THE 1% 708 moo. ANNUAL CHANCE FLOOD PLAIN (100 YEAR FLOOD PLAIN). 4.) NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR • -) NOTED HEREON. THE PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, coco EASEMENTS, UTILITIES AND/OR COVENANTS THAT MAY EXIST. NO GRAVES, CEMETERIES OR OTHER OBJECTS OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL WERE FOUND OR OBSERVED ALONG THE PERIMETER OF THE BOUNDARY SHOWN HEREON. THE BOUNDARY DATA SHOWN HEREON IS BASED 708.) UPON A CURRENT FIELD SURVEY. VICINITY MAP 5.) THE PROPERTIES ARE ZONED RA (RURAL AREA). TMP 102-34 HAS 2 SCALE: 1"=2000' DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED AND WHEN FURTHER DIVIDED THESE RIGHTS SHALL NOT COMPRISE OF MORE THAN +4.508 ACRES. OWNER'S CONSENT: TAX MAP 102, PARCELS 34B & 34C TMP 102-34A, 34B & 34C EACH HAVE 1 DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, 6.) THE PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED OR AN PARCELS A, B, & C IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH AGRICULTURAL-FORESTAL DISTRICT. THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, 7.) TAX MAP 102, PARCELS 34, 34A, 348 & 34C EACH CONTAINS A BUILDING IF ANY. _____A . ,' SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING j_tl.' iliAiu, /�—1Rz_, ORIDINANCE. ROBERT G. ARCHER SHERRY UM. ARCHER 8.) SETBACKS: FRONT (EXISTING PUBLIC ROAD)=75', SIDE=25', REAR=35', INTERNAL PRIVATE ROAD=25' CERTIFICATE OF ACKNOWLEDGMENT OF SIGNATURE 9.) THE LIMIT OF THE WATER PROTECTION ORDINANCE BUFFER IS PER THE ALBEMARLE COUNTY GIS 2019; SHOWN HEREON, AND SHALL BE MANAGED IN COUNTY/CITY OF f)OL�r'9L]I t___________ ACCORDANCE WITH SAID ORDINANCE. STATE OF_LL 1✓1c 10.) SURVEY PREPARED FOR: ROBERT G. & SHERRY M. ARCHER THE FOREGOING WAS ACKNOWLEDGED BEFORE ME LEGEND THIS L _DAY OF , 20_/7. AREA SUMMARY �/ TMP 102-34= +4.53DB=DEED BOOK NOTARY PUBLIC 4,Lcilt9 tt,Ii., _ '13 AC. D=DECK PARCEL "C" -0.022 AC. FENCE= --- X MY COMMISSION EXPIRES:1;L J ?L_c2L2g- _—_ RESIDUE= +4.508 AC. IRF=IRON ROD FOUND IRON ROD SET= TMP 102-34A= 0.651 AC. E=OVERHEAD ELECTRIC OWNER'S CONSENT: TAX MAP 102, PARCEL 34 (923 EAST MARKET STREET, LLC) PARCEL "A" -0.022 AC. T=OVERHEAD TELEPHONE PARCEL "B" +0.044 AC. TMP=TAX MAP PARCEL THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, PARCELS A, B, PARCEL "D" -0.022 AC. UP=—0 & C IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE TOTAL= 0.651 AC. NS=NAIL SET UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. SUB2O1900038 _ ,,ere,4=. ._ C -, , __ C_h.c k' IMP 34B= 2.001 AC.102- „ „ ALBEMARLE COUNTY APPROVAL ROBERT G. ARCHER, MEMBER/MANGER SHERRY M. AR H `aYER, WEMBER/MANAGER PARCEL A +0.022 AC. p REVISED AREA= 2.023 AC. lh �1,i 4-- / , t-fei: CERTIFICATE OF ACKNOWLEDGMENT OF SIGNATURE TMP 102-34C= 2.003 AC. ALBEMARLE COUNTY BOARD OF SUPERVISORS PARCEL "B" -0.044 AC. DESIGNATED AGENT COUNTY/CITY OFfLLi1- STATE OF__ r 1 11s -_—____—___---- PARCEL "C" +0.022 AC. BOUNDARY ADJUSTMENT SURVEY THE FOREGOING WAS ACKNOWLEDGED BEFORE ME PARCEL "D" +0.022 AC. THIS- ;z=-DAY OnF-4. ____�____, 2O4 _. TOTAL= 2.003 AC. PARCEL "A" CONTAINING 0.022 AC. NOTARY PUBLIC ;j � _--i2P' i j:3as BEING A PORTION OF TMP 102-34A J TO BE ADDED AND COMBINED TO TMP 102-34B MY COMMISSION EXPIRES:__QI-La _ 1.)' 2 PARCEL "B" CONTAINING 0.044 AC. BEING A PORTION OF TMP 102-34C TO BE ADDED AND COMBINED TO TMP 102-34A OWNER'S CONSENT: TAX MAP 102, PARCEL 34A PARCEL "C" CONTAINING 0.022 AC. THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, PARCEL BEING A PORTION TMP 102-34 A, B, & C IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE TO BE ADDED AND COMBINED TO TMP 102-34C DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF PARCEL "D" CONTAINING 0.022 AC. ANY. BEING A PORTION TMP 102-34A >C1-) �"'� �,,� • TO BE ADDED AND COMBINED TO TMP 102-34C JO ELL EN MA _ vv_--�/—�-- —___ LOCATED ON SCOTTSVILLE ROAD SCOTTSVILLE DISTRICT CERTIFICATE OF ACKNOWLEDGMENT OF SIGNATURE TH OF D COUNTY OF ALBEMARLE, VIRGINIA COUNTY/CITY OF(ihrk(11,4-°S It�1LQ- 0 % MARCH 7, 2019, REVISED 4-17-19 STATE OF_LiL�!aZ O,� r,, THE FOREGOINGIWAS ACKNOWLEDGED BEFORE ME�- OG.V. "KI i " HUGHES &KIRK HUGHES & ASSOCIATES THIS �ir2 /V7ci DAY OF - -- 20J LAND SURVEYORS PLANNERS LIC. NO.1458 220 EAST HIGH STREET NOTARY PUBLIC '""- '' -'2 9.V 5_ g•/7 l q CHARLOTTESVILLE, VA 22902 MY COMMISSION EXPIRES: ()CI ,2129 `�N� q�4 (434) 296-6942 suR�E SHEET 1 OF 2 C:\Surveys\2018\2018-035 923 E. Market St. LLC\BLA\2018-035-01.dwg, 4/26/2019 1:39:53 PM SCOTTSVILLE ROAD STATE ROUTE 20 TO CHARLOTTESVILLE HIGHWAY P G T OF q 'Ini IAT BOOK 1, PAGE 68 0.12t am T R IR �` C 1 ' '�7iii.oi,..JRF ___z_:__,0 • _ \\ 1 COR. NW 0.46' • j E _ ° FROM AN AXLE FND. TMP 102-34A - VDOT oJO ELLEN MANLEY \\ \ CONC. MON. FND. DB 5125-712 LON 75'40'26W \ " " S / r. DB 428T117 PLAT PARCEL B TANK166.90' \' \ 10.044 AC. D / 0.651 AC. _ NEW LOT LINE L6 #2833 'J ®WELLWELL HSE. ` 60 3' PARCEL "A" TMP 102-33AROBERT TODD &\\ \ IRF2g 1' 0.022 AC. TERESA L. ARCHE �� .25'Z. TMP 90B-A-36 \ DB D1549445642 PLAT \ \ \\\ NEW LOT UNE (ILL #19 FACE OF BRICK DB 506-37 PLAT a,��\ I : K %////, DB 532-525 PLAT WALL I PROPANE TANK LB ��• UTILRY SHED (TO BE REMOVED) \ -dtcotc„ as_ - L/ - ► SEE DETAIL "A" \ ��_j IRF BENT AXLE 30' INGRESS-EGRESS ESM'T. �� L3 `^ DB 1632-610 PLAT \ �D' (RES GARAGE" N PARCEL "D" `O \ �\ 0.022 AC. TMP 102-34C in �, \ ROBERT G. & SHERRY M. $ TMP 102-34B m ARCHER \, ROBERT G. & SHERRY M. w r^ \\ DB 4828-364 ARCHER w PARCEL "Z" �I ° PARCEL "E" rn N 7356.3 7" W \� DB 1632-61"0 PLAT '' .� DB 615-554, 555 PLAT 356.31' . \ 2.003 AC. 2.023 AC. ` \ , \ �. J '• A\ � COR. NE 0.23' FROM IRF TMP 90B-A-34 ANK / N 30'42'13 E\96' " S 59'18'38" E 6.30'`s SHED g,gp' R I SHED �' , S 30'42'13" W 151.64' I N 79'29'50" W 6.71' F - N (NEW LOT LINE) cn \ _ I / PARCEL "C" 0.022 AC. w \ _ `at ai N 79'29'50" W 122.03' rn DETAIL "A" \ 1"-20' � - - - - L1 IRF �in °IRF L11 nj g3047'31" W• 162.04' NS TMP 102-33 inROBERT TODD & TERESA L. ARCHER a+ PAVED -" ►�� La DB 3543-152 PARKING N DB 532-525 PLATvk �� QY� DB 930-145 PLAT o, ►�4 `''9 �// TMP 102-34 r^ V �1 rn 923 EAST MARKET STREET, LLC v 5c31 DB 4804-545 TS 1 & 2 O%�` 7M M M 70 DB L216-114 PLAT Scale: 1 ' = 70' DB 428-365 PLAT DB 615-555 PLAT CURVE TABLE DB 1528-365 PLAT NO. ANGLE ARC RADIUS TANGENT CHORD BEARING LENGTH D 16 PLAT Cl 11'50'37" 250.74 1213.01 125.82 N 41'34'11" E 250.30 RESIDUE= ±4.50 AC. C2 00'29'37" 11.89 1213.01 5.95 N 4746'43" E 11.89 BUFFER LIMIT UNE TABLE NO. DIRECTION DISTANCE STREAM L1 S 49'06'40" E 214.74' L2 S 49'06'40" E 15.39' L3 S 44'52'00" W 123.00' L4 N 56'52'54"e W 120.08' OWNERS: BUFFER LIMff L5 N 40'50'39" W 115.54' TMP 102-34 TMP 102-34A L6 S 49'01'06" E 233.32' 932 EAST MARKET STREET, LLC JO ELLEN MANLEY L7 N 3741'29" E _ 122.90' 2819 SCOTTSVILLE ROAD 2833 SCOTTSVILLE ROAD L8 N 3741'29" E 113.99' CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 L9 N 46'44'45" W 215.42' L10 N 47 37'27" E 126.53' TMP 102-34B TMP 102-34C L11 S 38'14'33" W 34.70' ROBERT G. & SHERRY M. ARCHER ROBERT G. & SHERRY M. ARCHER 2819 SCOTTSVILLE ROAD 2819 SCOTTSVILLE ROAD L12 S 38'14'33° W ; 13.43' CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 F1g�t4- SHEET 2 OF 2 REVISED 4-17-19 C:\Surveys\2018\2018-035 923 E. Market St. LLC\BLA\2018-035-01.dwg, 4/26/2019 1:42:53 PM