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HomeMy WebLinkAboutSUB200700038 Plat 2007-05-25STATEMENT OF CONSENT 6 THE SUBDIVISION OF LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES. ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT IS TO BE DEEMED AS THEORETICAL ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. KENRIDGE, LLC. BY: �� r• NAME: &-_ TITLE: ��-'c 6Offff0MYEALTH OF VIRGINIA TRUSTEE C 0 Lcy _k� A- OF A ( 0 e-"( (ellTO �YIT.• +�aill)t!" A NOTARY PUBLIC IN AND FOR THE (PRINT NAY l� C bI OF _ t M (t, COMMONWEALTH OF VIRGINIA DO HEREBY CERTIFY THAT- RLLK fz(� �"�q, IN HIS CAPACITY AS kW 0L FOR KENRIDGE, LLC, A VIRGINIA LIMITED LIABILITY COMPANY, WHOSE NAME IS SIGNED TO THE SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME BEFORE ME IN MY CD AND (CITY OR CD NTY) COMMONWEALTH AFORESAID GI VEN UNDER MY HAND AND SEAL THIS DA Y OF ` _ 2001. -JLd3 o0b1) NOTARY PUBLIC %MY OMMISSION EXPIRES C0.illjfl0MYEALTH OF VIRGINIA OF TO lf'IT.• 1, _— A NO TAR Y PUBLIC IN AND FOR THE (PRINT NAME) OF COMMONWEALTH OF VIRGINIA DO HEREBY CERTIFY THAT - (PRINT NAME) WHOSE NAME IS SIGNED TO THE SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME BEFORE ME IN MY AND (CITY OR COUNTY) COMMONWEALTH AFORESAID GIVEN UNDER M Y HAND AND SEAL THIS DAY OF 200L. NOTARY PUBLIC MY COMMISSION EXPIRES APPROVAL COUNTY PLANNING COMMISSION I CHAIRM AN DATE COUNTY BOARD OF SUPERVISORS S 2.S- DESIGNATE AGENT Xrl ,S'OURCC' OF TITLE THE PROPERTY EMBRACED WITHIN THE LIMITS OF. THIS SUBDIVISION WAS CONVEYED TO KENRIDGE, LLC, VIRGINIA LIMITED LIABILITY COMPANY FROM KAPPA SIGMA MEMORIAL FOUNDATION, A VIRGINIA NON -STOCK CORPORATION BY DEED DATED NOVEMBER 4, 2005 AND RECORDED NOVEMBER 22, 2005 IN DEED BOOK 3109 PAGE 387 AS RECORDED IN THE CLERK'S OFFICE, CIRCUIT COURT, ALBEMARLE COUNTY, VIRGINIA. ,S`URVTrOR'S' CERTIFICA7'�" TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE' REQUIREMENTS AS SET FORTH IN THE ORDINANCE FOR APPROVING PLATS OF SUBDIVISIONS FOR RECORDATION IN ALBEMARLE COUNTY, VIRGINIA, HAVE BEEN COMPLIED WITH. ALL MONUMENTS WILL B� SET BY MAY 20, 2 98: . s JEA T _, P. C. NOTES: 1. OWNER/DEVELOPER: KENRIDGE, LLC D.B. 3109 PG. 387 P.O. BOX 5509 CHARLOTTESVILLE, VA 22905 2. TAX MAP NUMBER: 06000-00-00-02700 ,v 3. ZONING: CO COMMERCIAL OFFICE SP 2004-052 4. USE: MEDIUM DENSITY RESIDENTIAL & OFFICE 5. TOTAL AREA: 16.471 ACRES 6. AREA IN LOTS: 11.279 ACRES 7. AREA RESERVED FOR FUTURE DEVELOPMENT: 0.719 ACRE 8. AREA IN PUBLIC RIGHT—OF—WAY: NONE 9. AREA IN OPEN SPACE: 3.732 ACRES 10. AREA IN STORM WATER MANAGMENT: 0.'741 ACRE 11.SEWER: ALBEMARLE COUNTY SYSTEM 12. WATER: ALBEMARLE COUNTY SYSTEM VICINITY MAP - NOT TO SCALE 13. THIS PROPERTY IS LOCATED IN THE SOUTH RIVANNA RESERVOIR WATERSHED DISTRICT 14. THIS PROPERTY IN IN ZONE 'X' OF THE HUD DEFINED FLOOD HAZARD AREA AS SHOWN ON COMMUNITY PANEL NUMBER 51003CO2.66D DATED: 2-4-2005. 15. ALL PROPOSED WATER, SEWER AND DRAINAGE EASEMENTS SHOWN HEREON ARE DEDICATED FOR PUBLIC USE. 16. THE 20' WATERLINE EASEMENTS SHOWN HEREON SHALL BE CENTERED ON THE AS —BUILT LOCATION OF ALL WATERLINE, HYDRANTS, METERS AND VALVES AND DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 17. THE 20' SEWER EASEMENTS SHOWN HEREON SHALL BE CENTERED ON THE AS —BUILT LOCATION OF ALL SEWER LINES AND MANHOLES AND DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 18. ALL LOTS BEING CREATED ON THIS PLAT CONTAIN BUILDING SITES AS REQUIRED BY SECTION 18.4.2.1 OF THE ZONING ORDINANCE. 19. ALL LOTS COMPLY WITH CHAPTER 18 OF THE ALBEMARLE COUNTY CODE. 20. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 21. THE EXISTING SITE WALL SHALL REMAIN. DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF THE PROPOSED ENTRANCE INTO THE SITE. 22. SETBACKS FROM THE PERIMETER PROPERTY LINES FRONT= 275', SIDE= 30', REAR= 50' 23. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE TITLE COMMITMENT PREPARED BY OLD REPUBLIC NATIONAL TITME INSURANCE COMPANY DATED 11-22-2005 POLICY NUMBER SV 4430801. ATYvRijocz V SAMUEL MILLER DISTRICT * ALBEMARLE COUNTY, VIRGINI //•zo'016 MICHAEI, S. JENNING DATE: NOVEMBER 20, 2006 SCALE:NONE ` SHEET 1 OF 8 J.N. 06-079 S� 6p 8 08OPP \00 MATCH LINE PAGE 5 OF 8 MATCH LINE PAGE 2 OF 8 DRAWN BY: 1CHECKED BY: N>� 48 3p �50, gp,„w S80 °43 1 6.,E 104.49) Alr&- 'I Ro'4D) N80°03'16„w 1 Q4 4g 3.732 ACRES l38,33, 137603"�, �CIV MATLINE P CH AGE 3 OF 8 7 26' MATCH AGE 2 OF 8 0.142 ACRE ho 00 v S68. 00 C \07 20' & VARIABLE WIDTH DRAINAGE EASEMENT 6�°`°` / f4oLg RO�,pi 3� 8 O.PT'N ,SPACT 3.732 ACRES c, 20' & VARIABLE WIDTH DRAINAGE EASEMENT 3.732 ACRES C86 / lso g VARIABLE WIDTH DRAINAGE EASEMENT B N 00 U 30' & VAR. WIDTH ACCESS, UTILITY & DRAINAGE EASEMENT c, ov 7 N 4230.82 E 4718.32 I 05 lTJ v .moo mQ- WHITE GABLES q52, CHARLOTTESVILLE, L.C. D.B. 2660 PG. 218 TAX PCL.: 06000-00-00-02800 OD/F P/L PER D.B. 2660 PG. 218 WHITE GABLES CHARLOTTESVILLE; L.C. D.B. 2660 PG. 218 TAX PCL.: 06000-00-00-02800 vTR OT MICHAEL S. JENNI GS 4 o NO. sty f-1 r-a7 K�NRIIJG�' SAMUEL MILLER DISTRICT * ALBEMARLE COUNTY, VIRGINIAI DATE: NOVEMBER 20, 2006 SCALE: I" = 30' SHEET 2 OF 8 JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD N SUITE 103 LAND SURVEYORS GLEN ALLEN, VA 23060 & PLANNERS w E PHONE - 804-545-6235 s FAX - 804-545-6259 J.N. 06- 079 24'ACCESS, UTILITY S6S'S3 0' h Oct ��3g N VAR. WIDTH 3 �9 %O d PRIVATE DRAINAGE AND DRAINAGE EASEMENT ,� rs'89��F 220 '`� �8 �4? EASEMENT FV / co -lj 0.131 ACRE 3 08"E MATCH LINE PAGE 4 OF 8 0 3� 10, `�� I `� d c� l d' r35 / N_ 83 2 ��ATCH LINE PAGE 3 OF 8 46 �� �o cry �°' 0.216 ACRE / // h �I S69°'�;801 / =r VAR. WIDTH 67.41 6 N6 �• , (V N6 . •. 3� C106.-� S6s�s �>7, ems° � j� rn 20' DRAINAGE 92543•� / vN `J / 178 09 E / �) o, PRIVATE DRAINAGE L4 N8416 2�, S 30 e \9625\ ��`�`, >�), ���co EASEMENT 12j�� / 7g� / v / EASEMENT 83°23'08' E� 31.06 �� / 9° /�� /6 �- 37.94 �BS� �S'' ,� �, \\ ^.� �� �1`L �6 %� / / 0,131 ACRE 2v G/ 0�, �1 0.123 ACRE / p1 / �36 0 /� � N 69. c9 I cfl 43 /^�b �o `° J og. , h' / cv ®'y i V, ,rn 0.122 ACRE 8s �Q G �6' (IVz 30' & VAR. WIDTH �M, / 762 ' 4 6 °) ACCESS, UTILITY / / 0.131 ACRE SE51.50 40 W ,� ,� 0 �26 &DRAINAGE / 136 58.67' ,"�� ,'�� , � o� ^ cV 0 N69,�92' EASEMENT / S69•'r �h 25 / M 3) 3„ ^'o / �^ WHITE GABLES �/� /M o10?2g, 43 w / vNU / � 0 �9 E ��/ l �� CHARLOTTESVILLE, L. O 2�. M ryh M 8 / o / D.B. 2660 PG. 218 ( 'It.rnrn wry/ TAX PCL.: 06000-00-00-02800 o o S85 3' W — S' �o / 3� j 3 "w �� �, l v l 7s. 00, (A r cV / 0.156 ACRE o 75•�2 " 6 00� 0.145 ACRE / v / os' �26 / S6g•�cow / / o) N88'S2'S3"yy 16' PRIVATE N6g2$ 39' / l ��/3>'p8„� `'' / l °` 1� l DRAINAGE 4 U 16 PRIVATE OS o 90.12 EASEMENT 3 / V / DRAINAGE EASEMENT 16 00, / /, 0.157 ACRE ^ / o o S �3<� 86, N co / / �o co .�i 00 00 / 1ST 1 / � 0_ .c�a S' / 00 in r� m / 16' PRIVATE 16.02. DRAINAGE 0 0 16' PRIVATE / 0.156 ACRE / EASEMENT o- n DRAINAGE z EASEMENT 34' �roa'/�c/ do � f �LI.f41VOR HOUSE's3 `co* 0 f, 7,97 ACRSS / / / / P/L PER ��T H o f D.B. 2660 PG. 218 ^� rn / s 16 02, �� �� Za �G / o / 0.155 ACRE c/ / MICHAEI, S. JENNINGS ` FUTURT ,09V.�LO.�'. fzjvT / �J o� l '38 `�/ ��/ �/ ,� Q. o No. \ co 569,E>2 n rni�/a v 61) J 9 v �/ cv 0.134 ACRE l s� f �6 03v l 1,39 g• / °' l 1S 69 09'�E �l "� f off / 99 69 `� ` / �. / ,� It- 0.134 ACRE ` N69 . `�� �f o 13� ��3„� ` / ` v / 112 23,Os"E / "� Q/� SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA MATCH LINE PAGE 3 OF 8 A 26, �,/ a DATE. NOVEMB.E'R 20, 2006 SCALE. 9"=30' MATCH LINE PAGE 2 OF 8 V�S3S, / SHEET 3 OF 8 0.142 ACRE °3' `' JENNINGSTEPHENSON P.C. co / v. ��' 'Somme 10160 STAPLES MILL ROAD �50.8p' !'I/ U d $s �88 �//f o c� x SUITE 103 13.052 „ l y j sr� j/ ��/ o°j� LAND SURVEYORS w E GLEN ALLEN, VA 23060 DRAWN BY: CHECKED BY: a 3.1 ?-2 F �8. �w N� & PLANNERS PHONE 804-545-6235 FAX s - a04-•545-6259 J.N. 06— 079 EASEMENT 41.94' 41.94' ¢ 71.79' � � 63.43' L=17,24' m MATCH LINE PAGE 7 OF 8 �i � S88°'14'S2"E `\l N MATCH LINE PAGE 4 OF 8 S88°14 52 E S88°14 52 E N L77 <�?2 ROD/S 41. 94' 41. 9 4' � 6 7. 34' 60 ;� 91 _ - S87°56 39"E � S87°56'39"E ( 1S1 r9��, 41.94' � - - - - 41.94 43.37, - S� \ VARIABLE WIDTH 7°56'39"E w w SO r 22„ ACCESS, UTILITY N ¢ o -' ,Q� 3,3.04 , S6S°� o,`� st239, & DRAINAGE rn 0; d► ; �ps� �ry`b S62°�,, rn' EASEMENT In N 0 0 Li�•� Sss o6 1 8 8 E z z 'O "�� ? ► !� z �' ry Ss2 �� Cy�sgA �o 0.144 ACRE r Lo (oo \ S2 33 26 F Fq 144 ACRE z i N"' S64 ' S r • 4 16' PRIVATE 0.197 ACRE I L 36 o�4' DRAINAGE L168 0.225 ACRE /,..N o t.`o <,7 SS��0'' ^`O q�<"S'p EASEMENT L15 L169 rLl 6 \o L=8.42' - ` - " =.� L167 81 Q L-32.7 S 4' CIO �° �• `° `SO , C, 0.161 ACRE '�^� ~ S� ° SpAp,, "40, ) �F 3� _� 33 �\,os o� o s C48 C47 L37 L36 C46, 0.154 ACRE 0.176 ACRE i� 'A < fs tO C34 C33 C 2 L31 L30 C31 Cos \ o co`V VAR. WIDTH\p�.`3p' ST'ORff KAM? 10 18 18.19 Cap Cis O� cS' ` 16' PRIVATE ry h�rPRIVATE DRAINAGE S 0A6,,co PRIVA C„q DRAINAGE ZN EASEMENT S 29\ RARC.FL f EAUTILITYSEMENT �A Cis C34 �� EASEMENT 1� ^ " S �SS6'e �\, 1S 00, 1s 0.173 ACRE 428 0.181 ACRE C3' \ Co. 37 J 30' & VAR. WIDTH o in Q.101 ACRE iv 264 ACCESS, UTILITY <9 �S9Lo ,o t a, oI d N 16 PRIVATE C29& DRAINAGE110 't 4 ,�1 � �o DRAINAGE � ��j' d d r �. i� C EASEMENT . coo \ VARIABLE WIDTH :t o EASEMENT 2 C \ o 0) o r o 0 0 o r 8 A� 0.250 ACRE ^^ ; ACCESS, UTILITY cn �O cn �' 0 co �, " .o �' �i0 � o � � c2 & DRAIN EASEMENT E _.---''� 38 � `� q , VAR. WIDTH 0.058 0.058 0.Q58 16' PRIVATE •o ,^ry, , C UTILITY is ACRE ACRE ACRE DRAINAGE `�'� N� f qo �3 26 " 1S' 332�<v 7 EASEMENT 0.101 ACRE •a' EASEMENT �c� cl L128 L129 L130 L131 41,3 2 0.058 h' ,`� 00 c2S o - - ACRE 30 N / � h \ c4 �r o� / 4 ,2�' 1-g � 22.00cv 22.00'N 22.00,N `n�33 0.058 � •n ��`^f ,�`V , g - - 3.42�,3 �<� ACRE ,2� 1o`D `?� ACRE 41 8 G �5 1 L141 2� y �o �`�`� 0.058 Na qh ��(o Cop 2 L=8.62 ACRE 0.005 N ^ry /ry S7 C2�t 22 00, < �36 ACRE ��°Oco I'll C� 14 �'-6 2Q 54.'c 71 CV 4140 22pp, �^ C�3 <138 °� ,ern^ C13v 56 S 22 co < oq "�/^� VAR. WIDTH C� Z3 ss.'�, Cp `� -' 9 °� `V PRIVATE DRAINAGE 24'ACCESS, UTILITY s3 o .�� � AND DRAINAGE EASEMENT 1s89jSE 220p �' 8�4' EASEMENT ov MATCH LWE PAGE 4 OF 8 3� 1p, 0,�` %J N83_23)08_ MATCH LINE PAGE 3 OF 8 �6\�4" ��� N6 •�0.216 ACRE -- 67 4 S6 ° 63 �6'o5�. I>- , � � �` , 92s'Sys �1' .0��s v�lb 20DRAINAGE L4 N84°16 2d---�., 30'E �9626��V� >>>� �°� EASEMENT 2j>2l Q N33*23 31.0 ci I I . Z6 �- - 68. F' c h c� ' 0.123 ACRE pi �� �, �o s2- ;_ c, 113, E�/ °'�/�° fps �, +rn •r �/ d' to) 0.122 ACRE 8s, N z 30' & VAR. WIDTH Q� '' ACCESS, UTILITY n N 76.p0. &DRAINAGE / ro o N6 92' EASEMENT / Is//� 9 / to DRAWN BY: CHECKED BY: f�^� o� �'� �c� ,�v 1 p>� 2s �3W Q V / / 0.151 ACRE / Sss Jess, l 11g 4S / /O 0.131 ACRE �3 569.3� 8p� 1y8 �9 8' O 0.131 ACRE '3 13�p3' 9IT 3�, 8 0.131 ACRE 136 4 6g 3� 3' Q N N 0 a 0- 0 rillz of ?o•� MICHAEL S. JENNINGS tROD/F N 4999.99 E 4997.30 SANITARY SEWER EASEMENT �; D.B. 2680 PG. 224 > D.B. 3059 PG. 525 S.B. 3386 PG. 455 2.91' 6.76' s�07 SAMUEL MILLER DISTRICT * AL,BEMARLE COUNTY, VIRGINIA DATE. NOVEMBER 20, 2006 SCALE. 1"=30' SHEET 4 OF 8 JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD N SUITE 103 LAND SURVEYORS GLEN ALLEN, VA 23060 "' PHONE - 804-545-6235 & P.LANNERS s FAX - 804-545-6259 J.N. 06-079 I DRAWN BY: CHECKED BY: 30' — SETBACK MATCH LINE PAGE 6 OF 8 MATCH LINE PAGE 5 OF 8 10' UTILITY EASEMENT \ 3.732 ACRES z 0 # 30' & VAR. WIDTH ` ACCESS, UTILITY 0 & DRAINAGE 1-5 EASEMENT (It CJ� P 0 VARIABLE N WIDTH DRAINAGE EASEMENT 16' PRIVATE DRAINAGE b EASEMENT t Zo N 40 to o oiler a c� � N85°3344"w a� Cg J L` 8 52L9725.2S 34.79, C° 2 Sl ro-5 6 5 fco 0) 0 _=5.55' co. \ z \ \ Nip \ \ S (5' �0� =33 74EASEMENT 9 c`90 oo / 7 1 20' UTILITY EASEMENT \S9 q0)�2F MON/F \ 1 N 4478.75 E 4130.55 Op MICHAEL S. JENNINGS o NO. VARIABLE WIDTH DRAINAG 2 0 S 9 11 • \00 N88'5253"W 90.12' \ \ \ \ 50' GRADING, LANDSCAPE & \ \ 3 SIDEWALK EASEMENT \ \ �0) \ \ A ^R7 \ p8" 60.83, W Oy o MATCH LINE PAGE 5 OF 8 MATCH LINE PAGE 2 OF 8 n Z4. 3p.,w �o 1sp, 901 S80 °43 16..E 104.49, RO,gpj �80°03'7 6"W C 104.4g. 8S SAMUEL MILLER DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: NOVEMBER 20, 2006 SCALE: 1"=30' JENNINGSTEPHENSON P.C. 1016.0 STAPLES MILL ROAD N SUITE 103 LAND SURVEYORS GLEN ALLEN, VA 23060 & PLANNERS w s PHONE - 804-545-6235 s FAX - 804-545-6259 J. N. 06- 079 17.28' 16.0� C46 V MATCH LINE PAGE 7 OF 8 w1 N88'14'23"W C38 C37 C36 C35 C34 C33 C 2 L31 L30 MATCH LINE PAGE 6 OF 8 :q- N _ I 143.12' I v U 16 27' "? (PRIVATE ROALANZ 10 18' 18 19, C31 �.�c�r �oons l- of °01 JJ� G �,� �, � �o PRIVA a I L=25.57' \ UTILITY 17.72' I f I 0.138 ACRE I J N �ti � - - i - F - - - - - - - - - - - �s• EASEMEN 16.0 N88.14'23"W 143.08' VARIABLE WIDTH I o I DRAINAGE I I cJ / w1 $j EASEMENT 3: s Ij�!!!�I a + , �3r 0.101 ACRE o �n �n 00�- 00 :4-o d0) � o 0.197 ACRE 't � 4 L6-6 -- o 0.138 ACRE I -' 15' I 0 I _, o o 0 to 000 z ( g I I 15' i S88'4531 "E I �3 �,� 0 058 ` 0 39 38 18.16 16.0 I 112.00' I 0.058 co 1.29 0.104 ACRE 0.057 ACRE ACRE 0,058 0.058 16' PRIVATE SETBACK3w1 I N88'14'23"W I co I I ACRE ACRE ACRE DRAINAGE 142.99w 4J� 16 PRIVATE L127 EASEMENT 16' DRAINAGE I I DRAINAGE I L L124 L125 L126 L128 00 co- } # L129 L131 r32 �I I _�I 5% EASEMENT 16 Q 0.108 ACRE EASEMENT rn JI ' - N - ' - - L130 0 22.00 22.00 22.00 � 22.00 N 22.00'NL'427j,> ro z 0.138 ACRE rn O `� I 40.29 "' `� 18.59' I , I \''j o c> S88 45 31 E I- - - L1 42 - - - _ - - -�. 16.Ob vW 111.98' L141 - - Q I I S88'15'12"E 1 �`' I � N8143.00'„W 1 16' I 1.32 1 � I 163.71' Ld N1 � fiN I to v 1 46 0) t ° ►�, in cv te�8 0.108 ACRE 1 4 ( 1-, ( IQ I 0.176 ACRE ( � I `t I J I i N `n z I v I S88°45'31 "E I 24'ACCESS, UTILITY r I 144-.1- It J I .1AND DRAINAGE EASEMENT L5---L177 � I .31' n 0 o19.23S894321W c, .36 o _ E 52.79-0. N C rI I 67.41' - �F-- _C- 0 20 ,> > L155QO N8 4 16 10UTILITY 445A 40 .'08E 31.06 N63-S � EASEMENT (A 9 0Q I � ILo 1379rn A o Ln Q.177 ACRE 31 E .936 l 101 109.28' 1169Z 7.L17 20.60cn 0 i N r "moo P I S88'40'56"W wN 0 C � o 8p 0i 146.47 "/L10„ of oI F N a �' o S81.50,4Q RODF �o cn W / o I loo ¢ 01 0.152 ACRE ' L7 I o wco rri 58.67, �' w l 0 - I ti Vr O �2 zl Izl � � IVY ROAD 19.38' 16.(�1' I 1.339 ACRES Im Map I moo,,� PROPERTIES, LLC _ PRIVATE b� D.B. 2554 PG. 400 1 S88'40'56"W 15.49'� UTILITY �� �� h� �' o _S85°4=3 TAX PCL.: 06000-00-00-02800 142.87 h v EASEMENT I�� ,,�� N co 82.11 1 �o U cfl w 10 UTILITY 30' 0 y EASEMENT <6� p ;� ppM 16' PRIVATE .. 222'S�°� � N88'52'53"W � S�� SETBACK / DRAINAGE 6b 90.12' OF MICHAEL S.��J""ENNNINGS O NO. i 6�i'� MATCH LINE PAGE 6 OF 8 MATCH LINE PAGE 5 OF 8 DRAWN BY: (CHECKED BY: <62 pp EASEMENT I * 6'5� \ v� l3 ' 6.0 2g„ w -o ®® 7 i.2 S 53 N/ LPN SpACzco 3.732 ACRES L=5.55' 0 z o , v 30' & VAR. WIDTH �61 414 ACCESS, UTILITY q o & DRAINAGE_'co Vcv EASEMENT �� n o ` 0 N VARIABLE " WIDTH DRAINAGE Ns SAMUEL MILLER DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: NOVEMBER 20,- 2006 SCALE. 9"=30' SHEET 6 OF 8 JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD N SUITE 103 LAND SURVEYORS GLEN ALLEN, VA 2306.0 & PLANNERS w s PHONE - 804-545-6235 s FAX - 804-545-6259 J.N. 06- 079 aS''TORif #ATZR I N 5433.2< E 4129.60 BO SEACK a 0 00 N O O I 0 C) ool owe© Q� �_- d- o >W�caD N N 0 a wm CLQ� o 0 MATCH LINE PAGE 7 OF 8 MATCH LINE PAGE 6 OF 8 It V1 /T Z • ROD/F ffA1VA6WffZNT P-4BO Z 3 0.136 ACRE C6 v) 00 VARIABLE WIDTH ACCESS, UTILITY & DRAINAGE EASEMENT 140.81' N88'14'57"W S88° 41 57"E 104.77' s�6'�'9, 1 16.00' 74.64' C6 } - (o } °' 0 0.190 ACRE � I ;y I tl� I ;v j LCj I tn 0 0 zl zi 140.69' 3.53' I o� a,11 16' PRIVATE I rn , � (� i(N I N I I N 11 DRAINAGE 50 EASEMENT z ( "o z 0.135 ACRE II N8457W . 02.9716'001 49 1.5 u1 'o Ln ¢Io�Io o f �r o II¢ 5> 1 o o 0.135 ACRE 1 zI zll N88°14'57"W 12.6 16.00' 140.56' I II io L'I -,t p(Q 30' & VAR. �WiDTH n INn Id ACCESS, UTIILITY cpi � I,� & DRAINAGE I. `r o o r_ 5,2 EASEMENT 2.32 16.06' a' 0.136 ACRE i o `r' N88'14'57"W (o (z Ilz O O 141.02' I %n olw� w� o i0 5cc.7 � I 10' UTILITY -II� I I� 0.178 ACRE EASEMENT (o I N c9 16.89' 142.38' L88 00 16.00' -' N88'14'23"W 00 I M 105.51' o� L91 o zII �I I I CO 0 � I '-o 0.179 ACRE z( (( 0 __j� I I I J 17.28' ' °' u1' N88'14'23"W 143.12' I . rn NIA- �1� 665 0.138 ACRE 17.72)16.0p) N88'14'23"W 143.08' ROD/S C ,g 23 J cyES�pEgk L a� 25 E 15. 00 N 15.0 � 44) ON/p a VARIABLE WIDTH Rq/<Rpgd M00 L172 ACCESS, UTILITY DRAINAGE VAR. WIDTH EASEMENT ACCESS & -' UTILITY ESM'T. 3.94' L174- 93.73' S86° 23 24"E 1.54' I N81 °�` 9.24' o .34'00 W 94 16' PRIVATE 0.293ACRE I cv ST®RAT '�R O1 `S6' DRAINAGE I N EASEMENT ' PARCSZ ,2 15 15 120.00' � rn w Q 0.432 ACRE S8814 50„ E 109.05 cCOam I � 0 3�: . 00 \�� It I ,23 0 . �1 16 I 0.116 ACRE �o l_: N d `� "' t__ N 6' p VAR. WIDTH VARIABLE WIDTH / 119.97' o PRIVATE DRAINAGE 272.98' ACCESS, UTILITY v v S8$'14'50"E I EASEMENT N88°15'11"W & DRAINAGE 109.30' -� 53.88' 41.94' EASEMENT 41.94 of MICHAEL S. JENNINGSS ,mot.) NO. /__....� o 6..43 -' - a o 3 79 r L=17.24' ocoMATCH LINE PAGE 7 OF 8 (o ( 'r L75 L76 S88°14'52"E N S88°14'52"E `� '�' MATCH LINE PAGE 4 OF 8 U I 0.115 ACRE N 44.49' cc) 41.94' o S88°14'52"E N N S88°14'52"E N L77 1 119.46 001 °' r� 41y94 0, - y 67.34' ^ 6 _- 0 - _ S87°56'39"E S87°56 39 E �o s62°���' S88'14'S0"E N -� - " 44. 49 41. 94' - - C 15, ^ \ �32 ( 108.85' I Ilk S87°56'39"E " 41.94' - 43.37' Li S87°56 39 E w w - I CD V) ,� I .�J co I O) I � N N o `t 'r' r' U II "�- cI I (o_� I " 0.115 ACRE 6' - a,�L17N�o o ramn , 86 w ° 4".38' Q6A21 '\n,a 2' r .02® 00107.77' 0.187 ACRE 0.144 ACRE 0.144 ACRE 1coo�6 2•' 1 � N" of 0.186 ACRE 3 I 20' & VAR. VAR. WIDTH �I i WIDTH UTILITY Q N DRAINAGE EASEMENT i� o I VAR. WIDTH m '+1 (o EASEMENT i v ` ,� UTILITY 01 caa / S7 � EASEMENT _ - ? 0402 - - - - - ./� L=8.42' U � --' _-S88°14'38"E I � 4S.3S, C8? u L84 S 85 00 86.44' 1 d 3.83' 6.10, 20.45' Ln L32 `� C39 C50 C49 C48 SAMUEL MILLER DISTRICT * ALBRMARLE COUNTY, VIRGINIA a � 1n (PRIVATE ROAD)C37 C36 c35 c34 DATR. NOVEMBER 20, 2006 SCALE: 1"=30, v 16.27' 91OBT OrOODS LAArff SHEET 7 OF 8 i9 ENNING STEPHENSON P.C. 10160 STAPLES MILL ROAD ,n N ��Oj� , L=25.57 SUITE 103 -�' - = - - VARIABLE WIDTH -L�--17�61 LAND SURVEYORS N w GLEN ALLEN, VA 23060 E 8, PLANNERS PHONE - 804-545-6235 _ I DRAINAGE I s FAX - 804-545-6259 J.N. 06- 079 CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD Cl 73.09' 400.00' N15008'41"E 72.99' C2 69.45' 105.00' N22'07'27"E 68.19, C3 8.43' 145.00' N39'24'26"E 8.43' C4 17.28' 11.00' N46'44'48"E 15.56' C5 17.11' 11.00' S43'42'18"E 15.44' C6` 135.59' 1414.53' S77'03'42"E 135.54) C7 475.38' 1517.58' S65'04'17"E 47T44' C8 44.19' 400.00' N13'04'30"E 44.17' C9 28.90' 400.00' N18*18'33"E 28.89' C10 44.47' 10000.00 N20°30'22"E 44.47' C11 47.45' 10000.00 N20'46'10"E 47.45' C12 2.24' 10000.00 N20'53'56"E 2.24' C13 49.69' 10000.00 N20'45'00"E 49.69' C14 41.94' 10000.00 N20'29'15"E 41.94' C15 40.3.4' 10000.00 N20'15'07"E 40.34' C16_ 55.44' 400.00' S13'52'51 "W 55.40' C17 17.64' 400.00' S19'06'54"W 17.64' C18 39.15' 10000.00 N20'29'27"E 39.15' C19_ 49.99' 10000.00 N20'44'46"E 49.99' C20 2.78' 10000.00 N20'53'50"E 2.78' C21 39.16' 10000.00 N20'47'35"E 39.16' C22 41.94' 0000.00 N20'33'39"E 41.94' C23 53.11' 10000.00 N20'17'18"E 53,11' C24_ 77.33' 978.22' S68'06'14"E 77.31' C25 46.05' 150.00' S57'02'38"E 45.87' C26 1.87' 150.00' S47053'26"E 1.87' C27 27.85' 200.00' S51'31'19"E 27.83' C28 22.19' 200.00' S58'41'23"E 22.18' C29 14.06' 200.00' S63'5254"E 14.06' C30 19.18' 170.00' S69'07'41 "E 19.17' C31_ 47.16' 170.00' S80'18'24"E 47.01' C32 3.28' 2200.00' S88'17'46"E 3.28' C33 1 22.00' 2200.00' S88'37'31 "E 22.00' C34- 22.00' 2200.00' S89'11'54"E 22.00' C35_ 22.01' 2200.00' S89'46'17"E 22.01' C36 22.01' 2200.00' N89'39'20"E 22.01' C37 40.34' 2200.00' N88'50'36"E 40.34' C38 21.02' 2200.00' 388'02'40"W 21.02' C39r 34.70' 500.00' _ N89'45'32"E 34.69' C40 75.02' 978.22' S68'1O'17"E 75.00' C41^_ 2.31' 978.22' S65'54'24"E 2.31' C42_ 47.92' 150.00' S56'41'09"E 47.72' C43 54.01' 200.00' S55'16'07"E 53.84' C44^ 10.09' 200.00' S64'27'01 "E 10.09, C45 33.86' 170.00' S71'36'06"E 33.80' C46^_ 32.48' 170.00' S82'46'50"E 32.43' C47_ 30.75' 2200.00' S88'39'13"E 30.75' C48_ 41.95' 2200.00' S89'36'01 "E 41.95' C49 53.94' 2200.00' N89'09'04"E 53.94' C50 26.02' 2200.00' N88'06'35"E 26.02' C51 91.16' 130.00' N21'09'06"E 89.31' C52 32.65' 3608.66' N01'16'20"W 32.65' C53 28.38' 3608.66' N00'47'16"W 28.38' C54 23.97' 2000.00' N00'06'23"W 23,97' C55 41.94' 2000.00' N00'50'16"E 41.94' C56 10.76' 2000.00' N01'35'33"E 10.76' C57 18.56' 2800.00' N01'33'24"E 18.56' C58� 69.34' 2800.00' NOO'39'27"E 69.34' C59 40.35' 3102.75' N00'17'16"E 40.35' C60 41.94' 3102.75' N01'02'52"E 41.94' C61_ 7.19' 3102.75' N01'30'05"E 7.18' C62 1.60' 2800.00' N00'04'06"W 1.60' C63� 65.92' 130.00' N26'42'53"E 65.22' C64 25.24' 130.00' N06'37'30"E 25.20' C65 15.19' 3608.66' N01'2439"W 15.19' DRAWN BY: CHECKED BY: CURVE TABLE LINE TABLE LINE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD LINE BEARING LENGTH LINE BEARING LENGTH C66 45.84' 3608.60 N00'55'35"W 45.84' L1 N20'22'23"E 108.59' L67 S12'5658"E 35.60' C67 6.OT 2000.00' N00'21'49"W 6.02' L2 S79'45'28"E 19.88' L68 S08'21'03"E 20.25' C68 50.94' 2000.00' N00'27'08"E 50.94' L3 S79'45'28"E 17.18' L69 S25'06'23"W 18.61' C69 19.71' 2000.00' N01'27'52"E 19.71' L4 N05'43'40"W 5.40' L70 S46'33'19"W 8.76' C70 16.90' 2800.00' N01'34'26"E 16.90' L5 N00'11'03"E 3.11' L71 S43'26'41 "E 9.43' C71 54.67' 2800.00' N00'50'30"E 54.67' L6 N67'44'50"W 31.60' L72 S53'03'25"E 9.23' C72 17.93' 2800.00' N00'05'56"E 17.93' L7 NOO'04'23"W 1.04' L73 S01'22'05"W 10.70' C73 36.76' 3102.75' NOO'15'17"E 36.76' . L8 S20'08'11 "W 12.50' L74 S01'44'58"W 9.97' C74 41.94' 3102.75' N00658'53"E 41.94' L9 S69'53'14"E 20,00' L75 S88'14'52"E 10.60' C75 10.78' 3102.75' N01'28'05"E 10.78' L10 S20'06'43"W 26.50' L76 S88'14'52"E 9.40' C76 86.21' 134.98' S53'58'02"W 84.75' L11 S69053'14"E 20.00' L77 S88'14'52"E 11.16' C77 34.76' 26.50' N70'42`55"W 32.32' L12 N20'34'17"E 0.43' L78 S57'00'40"E 8.10' C78 124.25' 165.00' S54'42'22"E 121.33' L13 N69'25'43"W 6.66' L79 N20'08'05"E 19.15' C79 13.28' 285.00' N74'56'40"W 13.27' L14 S20'34'17"W 0.95' L80 N69'51'55"W . 5.00' C80 14.67' 315.00' N74'56'40"W 14.67' L15 S25'12'10"W 6.64' L81 S77'04'02"E 34.17' C81 9.1.07' 135.00' S56'45'46"E 90.20' L16 S64'47'50"E 2.82' L82 S01'4458"W 21.27' C82 45,41' 31.50' SO4'03'07"W 41.58' L17 N20'22'43"E 13.07' L83 S76'11'38"E 10.85' C83 115.23' 165.00' N25'20'39"E 112.90' L18 N20'22'43"E 41.94' L84 S02'40'10"W 3.24' C84 27.53' 385.00' S07'23'11"W 27.53' L19 N20'22'43"E 48.27' L85 N87'19'50"W 9,88' C85 131.94' 165.00' N57'08'46"W 128.45' L20 N20'08'11"E 1.60' L86 S01'44'48"W 3.08' C86 28.38' 16.50' S83'31'01"E 25.01' L21 N20'08'11"E 41.94' L87 N25'2734"W 33.22' C87 89.15' 135.00' N24'15'17"E 87.53' L22 S20'22'43"W 37.37' L88 S89'16'33"E 21.77' C88 35.99' 415.00' S07'49'19"W 35.98' L23 S20'22'43"W 55.00' L89 N00'4327"E 8.92' C89 146.90' 285.00' S65'17'16"E 145.28' L24 N20'2243"E 5.31' L90 N00'4327"E 1.08' C90 51.73' 290.00' N55'37'53"W 51.66' L25 N20'08'11"E 19.73' L91 N89'16'33"W 21.86' C91 23.80' 20.00' S26'39'00"E 22.42' L26 S65'5345"E 7.95' L92 N23'23'22"E 3.68' C92 29.91' 135.00' N01'05'38"E 29.85' L27 S65'53'45"E 22.00' L93 N66'36'38"W 12.45' C93 15.45' 105.00' S01'02'21"E 15.43' L28 S65'53`45"E 22.00' L94 S39'08'16"E 24.77' C94 54.36' 115.00' N27431'53"E 53.85' L29 S65'53'45"E 29.99' L95 N23'4959"E 9.33' C95 109.15' 135.00' S17'54'33"W 106.21' L30 S88'15'12"E 2.56' L96 N41'34'44"E 34.94' C96 5.37' 105.00' NO3'4721"W 5.37' L31 S88'15'12"E 18.72' L97 N41'34'44"E 13.02' C97 31.29' 16.50' N52'00'34"E 26.81' L32 N88°15'12"W 56.42' L98 N41'34'44"E 24.08' C98 41.95' 290.00' N77'48'03"W 41.91' L33 S65'5345"E 31.85' L99 N76'20'54"W 18.36' C99 136.77' 260.00' N65'35'29"W 135.20' L34 S65'53'45"E 41.94' L100 N76'20'54"W 2.22' C100 162.37' 315.00' S65'17'16"E 160.57' L35 S65'53'45"E 8.15' L101 S23'4959"W 66.31' C101 105.12' 135.00' N57'44'49"W 102.49' L36 S88'15'12"E 10.09, L102 S41'34'44"W 15.13' C102 30.65' 16.50' N17'46'21"E 26.43' L37 S88015'12"E 11.19' L103 S24'49'40"W 9.24' C103 9.65' 165.47" S69'18'51"W 9.65' L38 N01'44'48"E 31.18' L104 N67'59'15"E 19.30' C104 70.59' 179.36" S61'20'01 "W 70.13' L39 N01'44'48"E 58.02' L105 N88'35'08"E 29.03' C105 32.56' 172.00' S38'22'52"W 32.51' L40 N01'44'48"E 34.75' L106 N67'59'15"E 19.30' C106 94.60' 352.00' S75'41'12"W 94.31' L41 N01'4448"E 123.81' L107 N88'35'08"E 28.92' C107 88.15' 328.00' S75'41'12"W 87.88' L42 NOO'04'23"W 5.18' L108 N00'04'23"W 4.48' C108 79.81' 222.00' N78'17'11"E 79.38' L43 N01'4448"E 22.22' L109 S23'41'04"W 10.37' C109 4.45' 198.00' N68'37'53"E 4.45' L44 N01'44'48"E 41.94' L110 S23'41'04"W 10.34' C110 8.25' 198.00' N70'28'09"E 8.25' L45 N01'44'48"E 25.04' L111 S20'47'15"W 2.21' C111 58.48' 198.00', N80'07'28"E 58.27' L46 N01144'48"E 31.15' L112 S20'47'15"W 1.84' C112 19.52' 3593,66' S01'22'44"E 19.52' L47 N01'4448"E 41.94' L113 S30'19'08"W 0.23' C113 46.65' 1,008.22' S67'16'01"E 46.65' L48 N01'4448"E 58.92' L114 S30'19'08"W 1.70' C114 8.59' 181.00' S62'57'15"E 8.59' L49 S35'01'35"W 12.81' L115 S30'19'08"W 4.29' C115 17.48' 11.00' S65'39'34"W 15.70' L50 S53'03'25"E 7.12' L116 S30'19'08"W 21.44' C116 17.10' 11.00' S24'21'00"E 15.43' L51 N73'36'36"W 6.75' L117 S11'3651 "W 21.06' C117 92.98' 145.00' N19'22'19"E 91.39' L52 N73'36'36"W 8.61' L118 N17'06'46"E 28.83' C118 38.33' 2831.00' S00'21'20"W 38.33' L53 N45934'13"E 7.22' L119 N20'47'53"E 2.15' L54 S44'2547"E 16,05' L120 N20'4753"E 49.99' L55 S74'46'21"W 41,51' L121 N20'47'53"E 1.70' L56 S15'13'39"E 20.00' L122 N17'06'46"E 33.01' L57 S74'46'21 "W 28.51' L1 23 S01'47'39"W 67.94' L58 S47'44'07"E 18.14' L124 N88'12'21 "W 25.60' L59 340'44'57"W 5.75' L125 N88'12'21 "W 22.00' L60 N56'29'29"W 5.13' L126 N88'12'21 "W 18.18' L61 S33'30'31 "W 10.00' ; L127 N87'38'03"W 3.82' L62 N56'29'29"W 4.31' L128 N87'38'03"W 22.00' L63 S11'08'50"W 7,00' L129 N87'38'03"W 22.00' L64 S25'06'23"W 13.38' L130 N87'38'03"W 22.00' L65 S08'21'03"E 5,66' L131 N87°38'03"W 25.82' L66 S12'5658"E 51.56' L132 N65'59'08"W 3.74' L133 N65'59'08"W 30,15' LINE TABLE _ LINE BEARING L134 N65'59'08"W L135 N65'59'08"W L136 N65'59'08"W L137 N65'59'08"W L138 N67'42'38"W L139 N67'42'38"W L140 N65'59'08"W L141 N87'38'03"W L142 N88'12'21 "W L143 S01 `47'39"W L1.44 N88'12'21"W L145 N88'12'21 "W L146 N01'4739"E L147 N01'4739"E L148 N01'47'39"E L149 N01'47'39"E L150 NO2'13'03"E L151 S72'50'22"E L152 S64'47'58"E L153 S54'10'57"E L154 S63'29'56"E L155 N89'36'30"W L156 S00'23'30"W L157 S00'23'30"W L158 NOT USED L159 N01'01'21 "E L160 N01'0121"E L161 N01 *13'03"E L162 N01'13'03"E L163 NO2'03'56"E L164 NO3'53'28"W L165 NO2'03'56"E L166 NO2'03'56"E L167 S02'13'03"W L168 S88'15'12"E L169 S02'13'03"W L170 N88'15'127W L171 NO2'13'03"E L172 S88'15'12"E L173 N01.'44'48"E L174 N88'15'12"W L175 N01'4522"E L176_ N01'45'23"E L177 S88'14'37"E L177 N01 944'48"F LENGTH 22.00' 9.93' 26.88' 109.83' 92.51' 65.69' 81.06, 14, 61' 1.39' 33.15' 41.94' 41.94' 47.04' 4.59' 13.87' 0.76' 19.80, 36.73' 4.04' 7.51' 7.51' 1.51' 7.68' 8.54' 0.20' 0.54' 0.82' 0.69, 9.08, 3.22' 11.82' 2.76' 15.36' 20.00' 26.00' 20.00' 7.68' 3.83' 36.70' r MICHAEL• S. JENNINGS U N0. 2�� A'T"'2vR1-DcE SAMUEL MILLER DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE. NOVEMBER 20, 2006 SCALE. NONE SHEET 8 OF 8 JENNINGSTEPHENSON P.C. 10160 STAPLES MILL °ROAD N SUITE 103 LAND SURVEYORS GLEN ALLEN, VA 23060 a PLANNERS w E PHONE - 804-545-6235 s FAX - 804-545-6259 J.N. 06- 079