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HomeMy WebLinkAboutSUB202200026 Plat - Approved 2023-01-06p VICINITY MAP (1" = 2000'f) COURTESY GOOGLE MAPS STATEMENT OF TITLE TMP 46-18D THE LAND SHOWN WAS OBTAINED BY CRAFTON CORPORATION BY DEED DATED JUNE 20, 1977 AND RECORDED AT DB:624 PG:196. COUNTY APPROVAL AGEIV OR THE BOARD OF SUPERVISORS DATE 7S STATEMENT OF CONSENT THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TAX MAP 46 PARCEL 18D, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. CRAFTON CORPORATION 435 PARK ST CHARLOTTESVILLE, VA 22901 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. a COMMONWEALTH OF JIRGINIA - -ef-TY/COUNTY OF - TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS /,,� DAY OF - 20 SIGNATURE OF NOTARY PUBLIC REG. NO.: MY COMMISSION EXPIRES: NOTES 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. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK. 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 VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 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. 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'(INTERN AL PUBLIC OR PRIVATE ROAD), SIDE-25', REAR-35' X PER CIS AT THE TIME OF PLATTING, SUBJECT PARCEL IS LOCATED IN THE AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, AND FLOOD HAZARD OVERLAY DISTRICTS, AS WELL AS CONTAINING AREAS OF CRITICAL SLOPES. X PER CIS AT THE TIME OF PLATTING, SUBJECT PARCEL IS LOCATED WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. X PER CIS AT THE TIME OF PLATTING, SUBJECT PARCEL DOES NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THERE ARE NO KNOWN OR VISIBLE IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. APPROXIMATE LOCATION OF ARCHAEOLOGICAL SITE 44ABO293 IS SHOWN ACCORDING TO VA STATE HIGHWAY PLANS PROJECT 0029-002-135 SHEET 3 & 4 RECORDED IN DB:4712 PG:68. NO ARCHAEOLOGICAL SURVEY WORK HAS BEEN COMPLETED AS A PORTION OF THIS PROJECT. 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. THE PURPOSE OF THIS PLAT IS TO LEGALLY SEPARATE NON-CONTIGUOUS PORTIONS OF TAX MAP PARCEL 46-18D INTO INDEPENDENT LEGAL PARCELS. TAX MAP 46 PARCEL 18D CURRENTLY HAS 5 DEVELOPMENT RIGHTS. PARCEL A IS ASSIGNED 0 DEVELOPMENT RIGHTS AND MAY NOT BE FURTHER DIVIDED. THE RESIDUE OF TAX MAP 46 PARCEL 18D IS RETAINING 5 DEVELOPMENT RIGHTS AND WHEN FURTHER DIVIDED THOSE ADDITIONAL LOTS CREATED WITH DEVELOPMENT RIGHT SHALL NOT CONSIST OF MORE THAN 31 ACRES. IRON RODS ARE HAVE BEEN SET AT ALL APPLICABLE PROPERTY CORNERS UNLESS OTHERWISE NOTED. SHEET INDEX AREA CALCULATIONS V1 COVER SHEET 80.863 AC (EXISTING TMP 46-18D) V2 SUBDIVISION PLAT - 38.004 AC (PARCEL A) - 42.859 AC RESIDUE TMP 46-18D) 0.000 AC LEGEND IF IRON FOUND VDH VDOT CONCRETE MONUMENT DATE: 01-14-2022 REV: 04-19-2022 REV: SCALE: N/A JOB. 8728 FILE: KWINTERS SHEET: V1 OF 2 q p 11 • A�► RIVANNA MAGISTERIAL DISTRICT COUNTY OF ALBEMARLE, VIRGINIA BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 523.48' 1072.53' 27'57'53" 267.06' 518.30' S 24'24'40" W C2 747.50' 927.50' 46*10'35" 395.39' 727.43' S 33'31'01" W C3 293.95' 1072.50' 15'42'13" 147.90' 293.03' S 48'45'12" W C4 202.09' 10639.69' 1'05'18" 101.05' 202.08' N 66'22'47" W C5 134.02' 183.00' 41'5742" 70.18' 131.05' N 45'56'35" W C6 66.00' 66.00' 57*17'45" 36.06' 63.28' N 03'41'08" E C7 113,00' 344.00' 18*49'15" 57.01' 112.49' N 41'44'38" E C8 102.21' 907.41' 6'27'15" 51.16' 102.16' N 47'55'38" E C9 324.50' 1065.75' 17'26'44" 163.52' 323.25' N 53'2523" E C10 100.14' 487.34' 11'46'22" 50.25' 99.96' N 56'15'34" E C11 35.47' 80.07' 25'2258" 18.03' 35.18' N 37'40'54" E C12 117.76' 618.11' 10*54'57" 59.06' 117.58' N 30'26'54" E C13 128.25' 156.03' 47'05'36" 68.00' 124.67' N 59'27'10" E C14 99.54' 154.62' 36'53'11" 51.57' 97.83' N 64'3322" E C15 36.19' 72.29' 28'40'53" 18.48' 35.81' N 31'46'21" E C16 220.84' 792.27' 15*58'15" 111.14' 220.13' N 25'25'02" E C17 161.42' 257.16' 35'57'52" 83.47' 158.78' N 15'25'13" E C18 154.96' 335.92' 26'25'52" 78.88' 153.59' N 10'39'14" E C19 90.69' 836.89' 6*12'31" 45.39' 90.64' N 26'5825" E C20 142.07' 545.96' 14'54'35" 71.44' 141.67' N 58'22'51" W C21 261.06' 952.50' 15*42'13" 131.35' 260.24' N 48*45'12" E C22 844.21' 1047.50' 46'10'35" 446.54' 821.55' N 33'31'01" E C23 495.16' 952.50' 29'47'07" 253.31' 489.60' N 25*19'16" E OP 1�^ 1 O f V� A O � U KRISTOPHER C. WINTERS ,)�- No."2492 a ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS A PROFESSIONAL CORPORATION g SERVING VIRGINIA SINCE 1986 S p 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 r TMP 46-18B ' TMP 46-18B N/F HORNE LAND CORPORATION N/F HORNE LAND I DB:624 PG:191 I � � / RIO MILLS ROAD 1 � CORPORATION DB:624 PG: 191 15' PRESCRIPTIVE R/W IF w �`10 S4$1418 E S45'1 ' c 4 43 (BOUNDARY TO CENTER ® N 172.12 1818 8, E C1� 2 � OF GRAVEL ROAD}�9CD z I O BOUNDARY RUNS ALONG CENTER RIO MILLS ROAD OF EXISTING ABANDONED ROAD ' 25' R/W FROM CENTER ` °c "OLD QUARRY ROAD" �' �, OF GRAVEL ROAD I I I DB:551 PG:337 IS @ 25' I N: 3927694.62 N30'04'41 "E 1 E:11494064.38 191.38' I TMP 45-60 I N/F LUCK STONE `q CORPORATION _- -- -- DB:5012 PG:285 1 n rn I / I / . RIO MILLS ROAD 30' PRESCRIPTIVE R/W Cr) / (BOUNDARY TO CENTER OF GRAVEL ROAD) K � G �`'----�� TMP 45-60 c; N/F LUCK STONE CORPORATION DB:5012 PG:285 c� p� 4, _ --__COS j �U F N � J Co- sStj .0 ; TMP 45-70 N/F LUCK STONE CORPORATION DB:5012 PG:285 o. EXISTING TMP 46-18D 80.863 AC (TOTAL) I n N IN N I I I PARCEL A 38.004 AC IF � / h IF / RIO MILLS ROAD IF i 30' PRESCRIPTIVE R/W S40'54'06"W (BOUNDARY TO CENTER 185.72' IF r1 ; I, / ' r` OF GRAVEL ROAD) IS @ 25' o IS @ 25 ra o, / / / r �--,� TMP 45-66B TMP 45-66 '�'``��=--�-,�� N/F COUNTY OF `TMP - SOUTH FORK RIVANNA �- ��`N/F RIVANNA WATER, ��-�- ALBEMARLE c r y `� & SEWER AUTHORITY---,, pg: 5096 PG: 538 RIVER RESERVOIR DS 836 PG: 556 / N/F CITY OF CHARLOTTESVILLE---/ BOUNDARY LINE TABLE BOUNDARY LINE TABLE Line Direction Length Line Direction Length L1 N 62'08'45" E 124.61' L9 S 69'27'53" E 80.45' L2 N 23*52'10" E 51.78' L10 S 69"27'53" E 107.80' L3 N 77'57'24" E 76.80' L11 S 38'03'45" E 117.97' L4 N 77'3448" E 90.44' L12 S 23'01102" W 141.95' L5 N 82'26'05" E 89.72' L13 S 18*13'34" W 103.08' L6 S 89'25'20" E 75.58' L14 S 34'47'54" W 15.05' L7 S 89*37'19" E 79.72' L15 N 53'03'49" W 16.00' L8 S 83'37'33" E 46.78' 12 DATE: 01-14-2022 REV: 04-19-2022 REV: SCALE: VARIES JOB: 8728 FILE: KWINTERS SHEET: OF 2 SCALE: 1" = 60' N40'54'06"E ^149.63' —,T1 _ -N27'12'34"E S29p6. I 232.76'(TIE) ' b S/jo ' N23'01'02"E S2� ti V�181.84'(TIE) `3Sp9, �F N23'01'02"E 23.99'(TIE) N: 3926810,84 E:11495325.69 EXISTING TMP 46-18D 80.863 AC (TOTAL) RESIDUE TMP 46-18D 42.859 AC APPROX LOCATION OF ARCHAEOLOGICAL SITE 44ABO293 DB:4712 PG:553 *SEE NOTE 10* N I� ILn w o 0 o ul UPI 00 ©� r- un O � -;0 1 6 I IF N 57'52'21 "W 63.80' EASEMENTS w (A)VDOT SLOPE & DRAINAGE EASEMENT r: DB:4720 PG:348 CA C, N ® VDOT SLOPE EASEMENT DB:4720 PG:348 00 0 VDOT DRAINAGE EASEMENT rQ DB:4720 PG:348 ® VDOT STORMWATER EASEMENT DB:4720 PG:348 ® DOM. VA. POWER EASEMENT DB:4720 PG:348 ® VDOT SLOPE EASEMENT DB:4712 PG:68 RIO MILLS ROAD o, OG VDOT DRAINAGE EASEMENT VAR. WIDTH PUBLIC R/W DB:4712 PG:68 SEE, D�ETATAIL I VDH VDH � VDH IF VDHe C20 � VDH '5Q g 335 $_-1 VDH C N 5_ TMP 45-66B1 / /'`��-,� --c-�N F VIRGINIA ELECTRIC &POWER COMPANY i �-----�' DB: $01 PG: 553 TMP 45 66B N/F COUNTY OF ALBEMARLE RIO MILLS ROAD 30' PRESCRIPTIVE R/W (BOUNDARY TO CENTER OF GRAVEL ROAD) N50'55'3341 Ol .8 '8 VDH 57.53' N54'02'12'W 181.-5g, VDH N6g.o6, 4AW VDH 5, .15 J VDH r— .l I .l 120 180 .l PLAT SHOWING 2-LOT SUBDIVISION TAX MAP 46 PARCEL 18D RIVANNA MAGISTERIAL DISTRICT COUNTY OF ALBEMARLE , VIRGINIA ��LTH OP U KRISTOPHER C. WINTERS >- No. 2492 IL V/e(/ . SiJRv� VDH R1p MILLS ROAD W WIDTH PUBLIC I V AR I IF C0 �N p cl:� 0-) w �Iw o �I� a CC 13 ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS A PROFESSIONAL CORPORATION B SERVING VIRGINIA SINCE 1868 s P PHYSICAL - 999 SECOND ST. SE, SUITE 201, CHARLOTTESVILLE, VIRGINIA 22902 MAILING - 435 MERCHANT WALK SQ, SUITE 300-159 - CHARLOTfESVILLE, VIRGINIA 22902 PHONE 434-977-0205 -FAX 434-296-5220 -EMAIL INFO@ROUDABUSH.COM