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HomeMy WebLinkAboutSUB202200087 Plat - Approved 2022-06-22 NOTES: o U Lo 1. THE PURPOSE OF THIS PLAT IS TO TRANSFER A PORTION OF TMP 56K1-185 KNOWN AS PARCEL X, TO N TMP 56K1-186 AND TRANSFER A PORTION OF TMP 56K1-187 KNOWN AS PARCEL Y, TO TMP 56K1-186. V '' m N r 2. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE 4 z 0 6 c 2 a t° `� NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. V o to Q J < ° UJ 3. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% O Q ,- I Q w Q m W ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO229D AND NO 51003CO235D, o 0 z > Q u)) -, i EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO Q Q Z It o cc ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. `� 0 QLy, 4. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE z 74 I COUNTY ZONING ORDINANCE. z 5. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED. g cc La 6. THESE PARCELS ARE PART OF THE GLENBROOK SUBDIVISION AND ARE ZONED R6 RESIDENTIAL. THESE ►'� Ft) h CV CV N PARCELS ARE SUBJECT TO ZMA 2016-00005 AND ASSOCIATED PROFFERS. z m 0 0 0 7. R6 RESIDENTIAL SETBACKS PER ALBEMARLE COUNTY CODE CHAPTER SECTION 18.4.19: FRONT-5' Q w 9 0 MINIMUM, 18' MINIMUM FRONT LOADING GARAGE, 25' MAXIMUM; SIDE-5' MINIMUM; REAR-20' MINIMUM c"'n ``',-4, J ° c co 8. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE Q a o 0 0 COUNTY WATER PROTECTION ORDINANCE. STREAM BUFFERS SHOWN ON THE PLAT IS BASED UPON A ca a o o� 100' OFFSET OF THE FIELD LOCATED STREAM. w° 1- > > 9. SUBJECT PARCELS DO NOT LIE WITHIN AN AGRICULTURAL/FORESTAL DISTRICT. I o cc o o a 10. SUBJECT PARCELS LIE WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED. 11. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PARCELS. 12. SUBJECT PARCELS ARE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER. ��1 'LTH OF U 13. OWNER OF RECORD: TMP 056K1-00-00-18500; 056K1-00-00-1860; 056K1-00-00-18700 + -- 141M L GLENBROOKLLC F r� � 2 CHARLOTTESVILLEr4li' .U-L_1__.JJ__ __-� UBRIAN D JAMISON 9 VA 22902 _ ��.�� i_ � - � No. 3334 14. SOURCE OF TITLE: TMP 056K1-00-00-18500; 056K1-00-00-1860; 056K1-00-00-18700 ' ' ���_CC ��,ssion DB 5608 PG 539 i T\ o=np =►� B 06-10-2022 15. PLAT PREPARED BY: AMMY GEORGE OM n �I � lq p4 /Liuil: �IJ _ L afn �� s> Lgt-/�'�`bour0, ,,0 O i-UL,, STATEMENT OF CONSENT Q ^�� CJj''°2 ,Q��tiljG✓ ;l/\ — m THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND "BOUNDARY LINE �rc\�j C �`D ,,J�J�Q�w J O E_ -� V_ ADJUSTMENT, TMP 56K1 PARCELS 185 THRU 187" IS WITH THE FREE CONSENT AND y" F''``� C�o 'O aiii'( . � JJ = IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND s �f �J i,< `rrrrn 6°K P JJ `— k -, TRUSTEES, IF ANY. us c tQ ,/`,o��I/T(�����`� \�°o � J� x E Z GLENBROOK LLC �'`�AB— SITE/TE-:,-,, ,,,,-.3.0L-Az � `� J �/ /'R1° o Q w PO BOX 1467 ��o G,t(ER A. V J �j' } -- QCHARLOTTESVILLE VA, 22902 �.�`�J �l�''.� _ 75 1 ,\ ( � ` - z/: L✓ < < NOTARY �� �j�\ / f I 1� r� E"_ C ""COMMONWEALTH OF VIRGINIA/'- PUBLIC p I �' �l� ✓// `Q5� Ina st� z Qko.r En REG.#7807103Q _ Z 1� �rnO ✓ pde ` ,5c�CITY/COUNTY OF: C folic / MYCOMMISSION• _ i\) V� d a =_TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED �': EXPIRES ` Z ' = 77J� C�," \ 0'3° ,_�_ �, w ''— _`c..D BEFORE ME THIS _On` DAY OF �1�_ 2pL'L $;*•.. 10131I2023 .'� ]� ��;O/J/` eds\�`/(�G� y�'''i',OM,r ..... •. ,��� /\,Hwy / .� / \ fori��Ei, r -- -i44-_ „4:--- �uutuu U /.i(\\0047iv. ./,'.:0--,.\NN-w_L-5,-__,-7-_j ` � � � \\-OlIGNATURE OF NOTARY PUBLIC APPROVAL OF RECORDATION j �✓�/ �o/^\>re_P V`µ\a\\O� 1, �/� ,,I REG. NO.: 7GD7iC — VICINITY MAP MY COMMISSION EXPIRES: C 2D23 SCALE: 1" = 1000' SHEET: OF 2 t. ENT BOARD 0 SUPERVISORS D TE ---- \ \ < AREA CALCULATIONS: a to o D r 0 i tr ' x W ol'i ORIGINAL AREAS: I N co N •�! Ic m c I \ _ TMP 56K1-185 8,604 SF (0.198 AC) C7 0 n m T t° "' TMP 56K1-184 �+ co i c TMP 56K1-186 8,071 SF (0.185 AC) 0 < J o t--DUNWOOD DRIVE 0cp-+n r 2aw � Qmw54' PUBLIC R WLOT 184 N r C TMP 56K1-187 6,204 SF (0.142 AC) w _H m U O -1 / N/F GLENBROOK LLC n O z> a u) --) w DB 5608 PG 539 DB 5608 PG 539 ' o\ TOTAL - 22,879 SF (0.525 AC) o, �j woIF N 825951 '. II REVISED AREAS: z Pc U w 99.57 , TMP 56K1-185 8,604 SF ¢ �,^) /.�i0 IF I 1 - 15 SF PARCEL X 50.,- \ S SBL - - ( ) w 1 N N N±345' TO �v 8,589 SF (0.197 AC) z o' 0 0 0ARBOLEDA DRIVE IS rye \ j N N N c�•< PARCEL X Q > z °' C° o IF \ 15 SF \\ TMP 56K1-186 8,071 SF w a ,,; `„ o r(o Uto� � � CO CO} -- a O O O+ 15SF PARCELX ao>C1 IS G i�5��� \ TMP 56K1-185 \ ( )TMP 56K1-188 2,'� `' ss 8,604 SF (OG) z LOT 188 v �S _ -15 SF (PARCEL X) , \ + 60 SF (PARCEL Y) o o IT N/F JASON PARKER SMITH IF / PARCEL Y ' c„ \\ 2 8,589 SF IF 8,146 SF (0.187 AC) a Q w w & MARY LARUE SMITH / I I \ \ g°0 w w INSTR #202200000906 / 60 SF I \ IP \ -vim \� 00� \ (1/ / ti / Iz \ I '--s- \ 7 ,�� TMP 56K1-187 6,204 SF LTH �4' /� ;� o �'�� 7 ��i - 60 SF (PARCEL Y) �� L ��� IN o TMP 56K1-186 �� j 6,144 SF (0.141 AC) � �A,A A. A AA. G'r iV / TMP 56K1-187 0 8,071 SF (OG) �� / \ O 6,204 SF (OG) I� _ +15 SF (PARCEL X) F �\ / / / EX. VARIABLE U BRIAN D JAMISON a / -60 SF (PARCEL Y) �I = §. ` +60 SF (PARCEL Y) -Q'� / O�° WIDTH SWM, TOTAL - 22,879 SF (0.525 AC) No. 3334 \ hV 6,144 SF �I� 8,146 SF \ / h \ FOREST AND h " r-I� o ko / \\ / ")�h ESM'T.OPEN SPACE 06-10-2022 4 �_ Ito �' CA / 6) DB 5075 PG ` 4ii, suR o 20' Iv 1 // / 664 unv v sew?O ACsq �BL�' - 20"SBL / TMP 56K1-A2 �� DBE ESMT SAN - / i OPEN SPACE IF 56p_8 / N/F GLENBROOK LLC 00 �9 43„ ��5, / /7 DB 5608 PG 539 H. � m E-- ` V Q ly E7 �-- I F 14.92' Imo' _50.34' __IF'- ) x L4 IFS '18'00" E 65.26'(T) L3 IF /--- f Q TMP 56K1 B2 /-,_- ` - p z OPEN SPACE -`_ 0°' IF ER 11 -. i = 1 N/F GLENBROOK LLC EX. VARIABLE WIDTH ' El1FF < E ¢ O DB 5608 PG 539 TMP 56K1-C2 / z `� SWM, FOREST AND EX. 20' ACSA SAN. SEW. ESM'T. OPEN SPACE ESM'T. GREENWAY VAR. WIDTH PUBLIC -. < 00 Q ��'' DB 5608 PG 539 DB 5075 PG 664 N/F GLENBROOK LLC GREENWAY ESM'T y. ^ Q DB 5608 PG 539 DB 5395 PG 420 cr` CC, < < Z CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE LINE BEARING DISTANCE = a) < --� F.: Cl 60.49' 39.44' 38.74' S 80'4124" E 37'21'06.44" L1 N 20'32'50" E 18.12' I I =O .. .-. C2 60.49' 37.12' 36.55' N 63'03'10" E 35'09'45.23" L2 S 52'01'19" W 35.87' 0 1 0 X C3 60.49' 30.09' 29.78' N 31'13'18" E 28'29'57.58" L3 N 85'04'51" W 23.68' Z IIII a <_ C4 520.00' 37.98' 37.97' S 14'45'12" E 4'11'04.38" L4 N 84'20'17" W 13.36' .► , /®� P-7.- co 0 30 60 90 o I_i 0 T01011 04, MIMI U) J 0 0 SHEET: OF 2 J