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HomeMy WebLinkAboutSUB201700167 Plat 2017-12-21VICINITY MAP (1" = 2000'±) COURTESY GOOGLE MAPS NOTES: 1. THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT BY SAFE HARBOR TITLE COMPANY, COMMITMENT NO. SHTC14-264, EFFECTIVE DATE MAY 27, 2014 AT 8:00 A.M.. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK. 3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF THIS PLAT 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. 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 51003CO280D, 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. EXISTING TAX MAP PARCELS 46-18, 46-18A & 46-19 ARE ZONED NMD (NEIGHBORHOOD MODEL DISTRICT) AND ARE SUBJECT TO PROFFERS AND CODE OF DEVELOPMENT AT ZMA-2015-00007 AND THE CONDITIONS OF SP201500025, AND LIE WITHIN THE AIA -AIRPORT IMPACT OVERLAY, EC -ENTRANCE CORRIDOR OVERLAY, FH -FLOOD HAZARD OVERLAY AND MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT. 6, NEW LOT 8A WILL BE ZONED NMD (NEIGHBORHOOD MODEL DISTRICT) AND IS SUBJECT TO PROFFERS AND CODE OF DEVELOPMENT AT ZMA-2015-00007 AND THE CONDITIONS OF SP201500025, AND LIES WITHIN THE AIA -AIRPORT IMPACT OVERLAY, EC -ENTRANCE CORRIDOR OVERLAY, FH -FLOOD HAZARD OVERLAY AND MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT. 7. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 8. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 9. THESE PARCELS DO NOT LIE WITHIN AN ALBEMARLE COUNTY/CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED. 10. THE NEW LOTS AS SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER. 11. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY.. 12. ALL NEW AND MISSING PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED UPON COUNTY APPROVAL AND RECORDATION OF THIS PLAT. 13. THE MINIMUM BUILDING SETBACKS ARE PER CODE OF DEVELOPMENT AS SHOWN IN ZMA-2015-00007. 14. 50' ACCESS EASEMENT & RIGHT OF WAY (D.B. 459 PG. 3) HELD BY EXISTING TITLE OWNERS OF IMP'S 46-18 & 46-18A. SEE RESPECTIVE TITLE INFORMATION SHOWN HEREON FOR OWNERSHIPS AND ADDRESSES, AREA SUMMARY ORIGINAL AREA TMP 46-18 42.562 AC -TMP 46-18 TO TMP 46-19 28.596 AC -TMP 46-18 TO TMP 46-18A 0.014 AC TMP 46-18 RESIDUE 13.952 AC ORIGINAL AREA TMP 46-18A 27.324 AC -TMP 46-18A TO TMP 46-19 1.233 AC +TMP 46-19 TO TMP 46-18A 2.576 AC +TMP 46-18 TO TMP 46-18A 0.014 AC TMP 46-18A RESIDUE 28.681 AC ORIGINAL AREA TMP 46-19 207.617 AC +TMP 46-18 TO TMP 46-19 28.596 AC +TMP 46-18A TO TMP 46-19 1.233 AC -TMP 46-19 TO TMP 46-18A 2.576 AC TMP 46-19 ADJUSTED AREA 234.870 AC - NEW PARCEL 8A 15.898 AC TMP 46-19 RESIDUE 218.972 AC STATEMENT OF CONSENT TO DIVISION (TMP 46-18) THE PLATTING OR DEDICATION OF THE BOUNDARY LINE ADJUSTMENTS AND DIVISION OF NEW LOT 8A SHOWN HEREON IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. (AGEI4T/REPRESENTATIVE) STATE OF VIRGINIA COUNTY OF ALBEMARLE TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY—ClA 4L ON BEHALF OF 5_0 T12-257- _rijk _ IPS._ THIS l l -±"DAY OFD �!`� -e201Y?- --------------------- NO. I - MY COMMISSION EXPIRES: '5ay- STATEMENT OF CONSENT TO DIVISION (TMP 46-18A) THE PLATTING OR DEDICATION OF THE BOUNDARY LINE ADJUSTMENTS AND DIVISION OF NEW LOT 8A SHOWN HEREON IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. (AGENT/REPRESENTATIVE) STATE OF VIRGINIA COUNTY OF ALBEMARLE TO WIT. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME Iia fry ON BEHALF OF THIS DAY OF L _ If 201 - MY COMMISSION EXPIRES: _31 r 2�0 NO) SURVEYOR'S STATEMENT Ua I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL W v, REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY HAVE BEEN COMPLIED WITH. STATEMENT OF TITLE TMP 04600-00--00-01800 � z (HEREAFTER REFERRED TO AS TMP 46-18) THE LAND SHOWN WAS OBTAINED BY HENRY B. GORDON, CHARLES R. HAUGH AND z E.J. OGLESBY, JR, TRUSTEES BY DEED DATED OCTOBER 21, 1970 AND RECORDED Q r AT D.B. 480 PG. 339, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE it W 5 O REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. J 0 V U OWNER ADDRESS OF RECORD: 435 PARK ST CHARLOTTESVILLE, VA 22901 IL 2 _ STATEMENT OF TITLE TMP 04600-00-00-018AO Z Oto N 5 (HEREAFTER REFERRED TO AS TMP 46-18A)co0Q v LL n THE LAND SHOWN WAS OBTAINED BY CHARLES R. HAUGH AND ELIZABETH ANN Q 2 0 OGLESBY HAUGH BY DEED DATED AUGUST 2, 1993 AND RECORDED AT D.B. 1333rT� PG. 450, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS W 2 0 V U REGARDING THE PLATTING OF SUBDIVISIONS.��,`, 0 Z OWNER ADDRESS OF RECORD: 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 T� WOp. 4 V CC Wfl ccW STATEMENT OF TITLE TMP 04600-00-00-01900 ., u ? � o (HEREAFTER REFERRED TO AS TMP 46-19) y O N v nz. THE LAND SHOWN WAS OBTAINED BY CROCKETT CORPORATION, A VIRGINIA LIQ (� a W CORPORATION, BY DEED DATED DECEMBER 1, 1981 AND RECORDED AT D.B. 731 W 0 PG. 690, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS 4 REGARDING THE PLATTING OF SUBDIVISIONS. r OWNER ADDRESS OF RECORD: 435 PARK ST CHARLOTTESVILLE, VA 22901 2 W 0� 134 P4 r T= E-+00 `- U r m n U-1 COUNTY APPROVAL ui co c Oz z w w AGENT FOR THE BOARD OF SUPERVISORS DATE O �' O O x Q O O 0� c� w w CL IL Q z STATEMENT OF CONSENT TO DIVISION (TMP 46-19) N Q THE PLATTING OR DEDICATION OF THE BOUNDARY LINE ADJUSTMENTS AND <n DIVISION OF NEW LOT 8A SHOWN HEREON IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. (AGENT/REPRESENTATIVE) ® o STATE OF VIRGINIA cc) W COUNTY OF ALBEMARLE o TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME W Z a --------------------------- w p'z r:) O ON BEHALF OF CROCKETT CORPORATION, A VIRGINIA CORPORATION z E- THIS,- Y'� DAY OF�� 20L _?o w � � J LU w r- ~ F= O -e w 1-31 � �= _ MY COMMISSION EXPIRES: __ n r cn SHEET INDEX V1 COVER SHEET V2 EXISTING BOUNDARY CONDITIONS V3 BOUNDARY ADJUSTMENT AND DIVISION ,w`�p,LTFi pe''' `�r , rbc, ���'A 2 KRIePHER. WINTERS ,t' N o. 2492 suv-\[� PROJECT NO: 8587 SHEET NO: v 1 1 OF 3 DATE: 91612017 00 CID d `Y o N22'56'43"E 59.99' Ica O N21'37'33"E 140.01' TMP 46B5 -T TMP 46B5 -K TMP 46B6 -A TMP 46B5 -1G' TMP 46B5 -G FOREST LAKES SOUTH FOREST LAKES SOUTI� FOREST LAKES SOUTH N/F COUNTY OF ! BLOCK T BLOCK K FOREST LAKES SOUTH 1 BLOCK E ALBEMARLE j COMMON SPACE 0 COMMON SPACE BLOCK G COMMON SPACE DB 1973 PG 437 DB 1730 PG 54 DB 1730 PG 54 COMMON SPACE B 1416 PC 114 I _ � ( - S64'04'39"E 4,076.81' DB 1486 PG 465 � —IPF IPF @ 248.52 IPF @ 366.08 IPF @ 3475.73' S11'32'51 "W -IPF SEE ALSO DB 1307 PG 40 FOR ADDITIONAL 42.90' BOUNDARY INFORMATION THIS LINE S84'47'1 YE 39.92' w N Nin cN�' o�W� �US� --BMFT' Li I `r co IPF C14 CD -cb f VDOT MON FND f� �- z � �\ IPF �-- OV �> (_n e IPF @ 117.48'--,_ IPF @ 169.30'- 4 co Otocv 0v lw VDOT MON FND VDOT MON FND---11!/,; VDOT MON FN W 50' PRIVATE ACCESS EASEMENT & RIGHT OF WAY D.B. 459 PG. 3 (SEE NOTE 14) INN F "\ N IN EXISTING GRAVEL ROAD \\ Nom.. N22'44'31 "E 95.33' N22'44'31 "E 56.68' 00 VDOT MON FND N IN � NN 107.62' 00 VDOT MON FND U N 32'17' 49"E 00- in co "R N nn n 50' PRIVATE ACCESS EASEMENT & RIGHT OF WAY D.B. 459 PG. 3 (SEE NOTE 14) INN F "\ N IN EXISTING GRAVEL ROAD \\ Nom.. N22'44'31 "E 95.33' N22'44'31 "E 56.68' � VD N54'00'49" E 107.57' w N � N 0 1 C, o z N42'34'31 "W 65.65' , �- VDOT MON FND--:- ND N .23'05"E 10.98' ° 4 ° S54'19147liC 1536.18' °f 50' PRIVATE ACCESS EASEMENT & RIGHT OF WAY D.B. 459 PG. 3 (SEE NOTE 14) TMP 46-19 EXISTING 207.617 AC. TMP 46-18 EXISTING 42.562 AC. EXISTING DWELLING 100 YEAR FLOOD ZONE (SEE NOTE 4) �, Mcg p IPF 100 YEAR FLOOD ZONE �ri�i (SEE NOTE 4) C PF S5¢� e 1081.22' LO TMP 46D -A MONTGOMERY RIDGE PHASE 3 CO COOPEN SPACE 6 c.� o DB 3838 PC 217 ,.,• N d w METAL POST FND ___------ EXISTING DWELLING TMP 46 -IBA EXISTING o� 27.324 AC. `mss-_� X1121' .-'S36'12 05 W IP o " (f;.5\,* \'\ N1g•25.47' PF G1 9 � c' C2 o � 1 IPF S�1•�� IPF GS OT MON FND 211 �® IPF N15.4�" W ,> �� --7 00.84 c1 6012 31 P F ' �. N61'56 26"W 47.96' �VDOT MONFND IPF $ IPF IPF N68'54'30"W % 116.78' �g \ F IPF C6 IPF'IV4858 60, �IPFPF IPF N88'33'06"W N75'47'16"W -e3'W C� 158.52' 38.70'N68'36'27"W 39.15' SEE SHEET V3 FOR CURVE TABLE DATA ALL NEW OR MISSING PROPERTY CORNERS WILL BE MONUMENTED WITH IRON PINS LEGEND IPF IRON PIN FOUND R/W RIGHT OF WAY p,LTH OF'nr Al � O A% ® KRISTOPHeR C. WINTERS' No. 2492 x vi oo.—, suvN VDOT MON FND N10'25'33"E 107.62' 00 VDOT MON FND U N 32'17' 49"E 99.88' � VD N54'00'49" E 107.57' w N � N 0 1 C, o z N42'34'31 "W 65.65' , �- VDOT MON FND--:- ND N .23'05"E 10.98' ° 4 ° S54'19147liC 1536.18' °f 50' PRIVATE ACCESS EASEMENT & RIGHT OF WAY D.B. 459 PG. 3 (SEE NOTE 14) TMP 46-19 EXISTING 207.617 AC. TMP 46-18 EXISTING 42.562 AC. EXISTING DWELLING 100 YEAR FLOOD ZONE (SEE NOTE 4) �, Mcg p IPF 100 YEAR FLOOD ZONE �ri�i (SEE NOTE 4) C PF S5¢� e 1081.22' LO TMP 46D -A MONTGOMERY RIDGE PHASE 3 CO COOPEN SPACE 6 c.� o DB 3838 PC 217 ,.,• N d w METAL POST FND ___------ EXISTING DWELLING TMP 46 -IBA EXISTING o� 27.324 AC. `mss-_� X1121' .-'S36'12 05 W IP o " (f;.5\,* \'\ N1g•25.47' PF G1 9 � c' C2 o � 1 IPF S�1•�� IPF GS OT MON FND 211 �® IPF N15.4�" W ,> �� --7 00.84 c1 6012 31 P F ' �. N61'56 26"W 47.96' �VDOT MONFND IPF $ IPF IPF N68'54'30"W % 116.78' �g \ F IPF C6 IPF'IV4858 60, �IPFPF IPF N88'33'06"W N75'47'16"W -e3'W C� 158.52' 38.70'N68'36'27"W 39.15' SEE SHEET V3 FOR CURVE TABLE DATA ALL NEW OR MISSING PROPERTY CORNERS WILL BE MONUMENTED WITH IRON PINS LEGEND IPF IRON PIN FOUND R/W RIGHT OF WAY p,LTH OF'nr Al � O A% ® KRISTOPHeR C. WINTERS' No. 2492 x vi oo.—, suvN z O O I� H w `� w �68 ® O z � co i cd El Z I � ' El Z E- Q V J U N i.0 w Oh w CL f-= w W PROJECT NO: 8587 SHEET NO: V2 2OF3 DATE: 91612017 E—+ 00 U r f� C> w CD Lu S c� z z CD2 2 ©�0 E -i Cy `-, m ='' F� z < w cn Z Z 0 O 0 O or_ ry W d w A_ o N r N co z O O I� H w `� w �68 ® O z � co i cd El Z I � ' El Z E- Q V J U N i.0 w Oh w CL f-= w W PROJECT NO: 8587 SHEET NO: V2 2OF3 DATE: 91612017 Curve Table Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing Curve Length Radius Delta Tangent Chord Chord Bearing C1 262.99' 1214.54' 12'24'23" 132.01' 262.47' N 85'35'42" W C11R 11.24' 49.00' 13'08'15" 5.64' 11.21' N 20'59'34" E C2 20.71' 1214.54' 0'58'38" 10.36' 20.71' S 87'42'47" W C12L 9.66' 51.00' 10'50'59" 4.84' 9.64' N 22'08'12" E C3 161.54' 2191.47' 413'24" 80.81' 161.50' S 89'20'11" W C13R 5.05' 1203.50' 0'14'26" 2.53' 5.05' N 16'49'56" E C4 264.95' 761.14' 19'56'40" 133.83' 263.61' N 78'34'46" W C14 240.52' 1203.50' 11'27'02" 120.66' 240.12' S 2512'04" W C5 166.90' 487.18' 19'37'43" 84.28' 166.09' N 58'47'36" W C15 321.24' 1296.50' 14'11'48" 161.45' 320.42' S 23'49'41" W C6 318.31' 680.27' 26'48'35" 162.12' 315.41' N 62'23'00" W C16L 11.00' 51.00' 12'21'19" 5.52' 10.98' S 10'33'08" W C7 275.85' 1131.90' 13'57'48" 138.61' 275.17' N 82°46'10" W C17R 8.66' 49.00' 10'07'44" 4.34' 8.65' N 09'26'21" E C8 131.18i ) 360.60 1 1> 20'50 36 1 66.32 f 130.46 N 79'19'46" W C18 ) 204.33 ) 1345.85 f f) 8°41 56 ) 102.36 D 204.13 11 S 10'0310>W C9 58.37 1211.50 2 45 39 29.19 58.37 N 04 39 27 E CURVES DENOTED WITH LETTERS "L" & "R" INDICATE LEFT OR RIGHT RADIUS DIRECTION AS THE LINE PROCEEDS. C10 177.33' 1211.50' 8'23'11" 88.82' 177.17' N 10'13'52" E 50' PRIVATE ACCESS ;j; m %` EASEMENT & RIGHT OF WAY N /i'�' �'� D.B. 459 PG. 3 `1' z (SEE NOTE 14) j �� �.��.v . A EXISTING GRAVEL ROAD N ►� ��� � `\ Z N I I PARCEL 11NES HEREBY VACATED Uj }o I 504 zl Jill _ II 50' PRIVATE ACCESS o EASEMENT & RIGHT OF WAY L LO D.B. 459 PG. 3 (SEE NOTE 14) °� --` �`\��� Ln s t 559'04'25"E �.'�:. ui 1 i 724.87' _ z N32'14'08"E ! ' N59'04'25"W 66A, �6»� 202.65, u, (0 ° ° S30 2512 E S30'25'12"E 111.79' 1$.14' , " °°'° 74.31' ..45.94' z N30-5535 ADJUSTED BOUNDARY S59'04'25"E 47.00' 1 , 560.53' S59'04'25"E 18.14' S30'55'35"W 35 "E N 03 ' N30'55 °\ r 39.74' 16 24' `/,� EXISTIING DWELLING h T TMP 46-18 RESIDUE N71'47'1_ _ 13.952 AC. 18.47' N1812'51"E EXISTING DWELLING 53.00' S71'47'09"E 18.47' ,� NEW PARCEL 8A C1 6L � 15.898 AC. SO4'22'29"W�,. 1 0 31.28' C1 7R o cp N3217'49"E 99,88' 100 YEAR N54'00'49"E FLOOD ZONE 5031638"W 107.57' (SEE NOTE 4)" /,--\ 153.01' L=83.02' L=6.66'-- I3R 2L N27°33'41 "E 1R 28.08' .NO3°16'38"E 204.00' L,1g6 �3' N61'56'26"W 47.96, N 1 . , , N42'34'31 "W_ 65.65' N6012'31"W N27'23'05"E 100.84' 10.98' leAAj N68'54'30"W 116,78' 271.50' N754�"W ►v C6 N75'47'16"W 38.70' 46-19 RESIDUE 218.972 AC. 100 FLO( (SEE ca 644.90', ADJUSTED BOUNDARY TMP 46-18A RESIDUE 28.681 AC. 195 60, N4$�3"w �$9 C4 C5 N6 8'36'27"W 39.15' 200' 0' 200' 400' 600' SCALE: 1"=200' ALL NEW OR MISSING PROPERTY CORNERS WILL BE MONUMENTED WITH IRON PINS men EL LINES HEREBY VACATED 0 LEGEND R f W RIGHT OF WAY 2 �_S3612'05"W 5.47' r' �jN 1' Jul O � U KRISTOPHER C. WINTERS,';- No.. 2492 L Dir s' .Alt Ivn LIR . V a w co W � Z � 4. ®gyp z Q cc O tW 0 Q �? y cc 0� O Oc Z � 9 0o w Ott Ly a �w 4y0 W W O 04 �n W r Y �o �O t-- cc 2 m � � o�� I c� CCTW U1 Y > z w � �� CDJ l f--1 ~ ~�D ® E- 0 O z O U W U) Q � O � O o w w a a o 0 04 04 �n PROJECT NO: 8587 SHEET NO: V3 3OF3 DATE: 9/6/2017 �o �O cc 2 � � o�� I O CCTW U1 �r E, > z � �� CDJ ~ ~�D U z O W U) PROJECT NO: 8587 SHEET NO: V3 3OF3 DATE: 9/6/2017