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HomeMy WebLinkAboutSUB201600057 Plat 2016-06-23THE LAND REGULATIONS LISTED/DESCRIBED HEREIN ARE IMPOSED PURSUANT TO THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE, AND ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. 1. 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. 2. THESE PARCELS ARE ZONED PRD & EC - PLANNED RESIDENTIAL DEVELOPMENT AND ENTRANCE CORRIDOR. ZMA 2006-11 WAS APPROVED FOR THESE PARCELS. THERE ARE PROFFERS ASSOCIATED WITH THIS DEVELOPMENT. 3. ALL NEW PUBLIC STREET RIGHT-OF-WAYS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE. 4. ONLY ONE DWELLING UNIT PER PARCEL. 5. EACH NUMBERED LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 6. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 7. THESE PARCELS ARE NOT IN A WATER SUPPLY PROTECTION AREA. 8. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. 9. THE NEW LOTS AS SHOWN WILL BE SERVICE) BY PUBLIC WATER AND SEWER. 10. 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. 51003CO410D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 11. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. 12. OPEN SPACE PARCELS TO BE OWNED &. MAINTAINED BY THE WHITTINGTON H.O.A. 13. RESIDUE AREA TO BE RETAINED BY DEVELOPER. 14. CRITICAL SLOPES APPROVED IN 2006 REZONING. ZMA 2006011. 15. THE MINIMUM LOT SIZE FOR THIS DEVELOPMENT IS 40,000 SF (0.918 AC.). 16. ALL EXISTING EASEMENTS ARE RECORDED AT DB 4304 PG 676 AND DB 4720 PG 588, UNLESS OTHERWISE NOTED. 17. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED. 18. ALL ACSA WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON .AS -BUILT LOCATIONS. 19. THERE IS A 25' SCREENING AND LANDSCAPE EASEMENT ACROSS THE SOUTHERN EDGE OF LOTS 87 & 93-96. 20. THE MINIMUM. BUILDING SETBACKS ARE: 75' FROM EXISTING PUBLIC R/W 30' FROM INTERNAL ROADS 15' FROM SIDE PROPERTY LINES 20' FROM REAR 35' FROM REAR ON LOTS ADJOINING RA DISTRICTS 21. LOT CALCULATIONS: NUMBER OF LOTS APPROVED PER ZMA 2006011 - 96 LOTS PER PHASE A - 17 LOTS PER PHASE B1 - 24 LOTS PER PHASE B2 -- 21 I= PER PHASE 134 - 1TQ LOTS REMAINING — 24 SURVEYOR'S' STATEMENT I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL 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 THE LAND SHOWN WAS OBTAINED BY PIEDMONT NEIGHBORHOODS, LP AS RECORDED IN DEED BOOK 4461 PAGE 435, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. COUNTY APPNOVAL C� A OR THE BOARD OF SUPERVISORS YDI STATEMENT OF CONSENT TO DIVISION THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING THE RESIDUE OF WHITTINGTON SUBDIVISION PHASE 81, AS SHOWN ON A PLAT PREPARED BY DOMINION ENGINEERING, DATED AUGUST 5, 2015, WITH THE LATEST REVISION DATE OF SEPTEMBER 4, 2015, RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY IN DEED BOOK 4720 PAGE 5K ALSO KNOWN AS TAX MAP 90 PARCEL 3 ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRLtTEES, IF ANY. STATE OF VIRGINIA COUNTY OF ALBEMARLE TO WIT.. THE JOREGOING jNSTR T WAS ACKNOWLEDGED BEFORE ME BY �J . %iA% (-4 W 4L4 _ ON BEHALF OF PIEDMONT NEIGHBORHOODS, LP THIS 7' DAY OF ` " }E Ov NO. MY COMMISSION EXPIRES, SHEET INDEX V1 COVER SHEET V2 EXISTING BOUNDARY CONDITIONS X UJ SUBDIVISION PHASE 82 V4 SUBDIVISION PHASES B2 & B4 5TH ST EXT. EASEMENTS V6 EASEMENTS V7 DETAIL & TABLES z z ice- ,AREA SUMMARY 4 ��ys oR RDORIGINAL AREA .147 AC 18416.875 oQ w PHASE A OTS AC D HICK O zr PHASE A R/W 2,471 AC N 0 PHASE A OPEN SPACE 7:505 AC SITE LTi? RESIDUE FROM PHASE A 154.160 AC PHASE B1 LOTS 24.356 AC .z7 z PHASE B1 R/W 3.505 AC � �W PHASE B1 OPEN SPACE 14.816 AC �4 w PHASE B1 RESIDUE "A" 54.956 AC PHASE 81 RESIDUE "B" 56.527 AC Lu d� La cn PHASE B2 LOTS 22.268 AE{ PHASE B4 LOTS 10.742 AC w LLI WARBLER WAY R/W (PH B2) 2.732 AC z DUBINE DRIVE R/W (PH 84) 'AGE 1.080 AC AC (EXCLUSIVE QE VA VICINITY MAP (1" = 2000'±) TOTAL THIS PHASE: 19, 56.527 AC {RESIDUE "B" AREA) THE LAND REGULATIONS LISTED/DESCRIBED HEREIN ARE IMPOSED PURSUANT TO THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE, AND ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. 1. 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. 2. THESE PARCELS ARE ZONED PRD & EC - PLANNED RESIDENTIAL DEVELOPMENT AND ENTRANCE CORRIDOR. ZMA 2006-11 WAS APPROVED FOR THESE PARCELS. THERE ARE PROFFERS ASSOCIATED WITH THIS DEVELOPMENT. 3. ALL NEW PUBLIC STREET RIGHT-OF-WAYS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE. 4. ONLY ONE DWELLING UNIT PER PARCEL. 5. EACH NUMBERED LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 6. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 7. THESE PARCELS ARE NOT IN A WATER SUPPLY PROTECTION AREA. 8. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. 9. THE NEW LOTS AS SHOWN WILL BE SERVICE) BY PUBLIC WATER AND SEWER. 10. 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. 51003CO410D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 11. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. 12. OPEN SPACE PARCELS TO BE OWNED &. MAINTAINED BY THE WHITTINGTON H.O.A. 13. RESIDUE AREA TO BE RETAINED BY DEVELOPER. 14. CRITICAL SLOPES APPROVED IN 2006 REZONING. ZMA 2006011. 15. THE MINIMUM LOT SIZE FOR THIS DEVELOPMENT IS 40,000 SF (0.918 AC.). 16. ALL EXISTING EASEMENTS ARE RECORDED AT DB 4304 PG 676 AND DB 4720 PG 588, UNLESS OTHERWISE NOTED. 17. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED. 18. ALL ACSA WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON .AS -BUILT LOCATIONS. 19. THERE IS A 25' SCREENING AND LANDSCAPE EASEMENT ACROSS THE SOUTHERN EDGE OF LOTS 87 & 93-96. 20. THE MINIMUM. BUILDING SETBACKS ARE: 75' FROM EXISTING PUBLIC R/W 30' FROM INTERNAL ROADS 15' FROM SIDE PROPERTY LINES 20' FROM REAR 35' FROM REAR ON LOTS ADJOINING RA DISTRICTS 21. LOT CALCULATIONS: NUMBER OF LOTS APPROVED PER ZMA 2006011 - 96 LOTS PER PHASE A - 17 LOTS PER PHASE B1 - 24 LOTS PER PHASE B2 -- 21 I= PER PHASE 134 - 1TQ LOTS REMAINING — 24 SURVEYOR'S' STATEMENT I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL 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 THE LAND SHOWN WAS OBTAINED BY PIEDMONT NEIGHBORHOODS, LP AS RECORDED IN DEED BOOK 4461 PAGE 435, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. COUNTY APPNOVAL C� A OR THE BOARD OF SUPERVISORS YDI STATEMENT OF CONSENT TO DIVISION THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING THE RESIDUE OF WHITTINGTON SUBDIVISION PHASE 81, AS SHOWN ON A PLAT PREPARED BY DOMINION ENGINEERING, DATED AUGUST 5, 2015, WITH THE LATEST REVISION DATE OF SEPTEMBER 4, 2015, RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY IN DEED BOOK 4720 PAGE 5K ALSO KNOWN AS TAX MAP 90 PARCEL 3 ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRLtTEES, IF ANY. STATE OF VIRGINIA COUNTY OF ALBEMARLE TO WIT.. THE JOREGOING jNSTR T WAS ACKNOWLEDGED BEFORE ME BY �J . %iA% (-4 W 4L4 _ ON BEHALF OF PIEDMONT NEIGHBORHOODS, LP THIS 7' DAY OF ` " }E Ov NO. MY COMMISSION EXPIRES, SHEET INDEX V1 COVER SHEET V2 EXISTING BOUNDARY CONDITIONS V3 SUBDIVISION PHASE 82 V4 SUBDIVISION PHASES B2 & B4 V5 EASEMENTS V6 EASEMENTS V7 DETAIL & TABLES W°llavoJet::.� of Virginia Reg. # 76429 FCommonwealt'h mmission Expires August 30, 2019 �LT H 6p Nk' o 0 KRISTOPHER C. WINTERS > No. 2492 s d g DH�C\2 ;I m w W A ©� > � ui w 0-1 w z « 1 OF 7 pAm,. FEBRUARY 18, 2016 W H cfl cfl cgs N c� 9 ao z z ice- iu Lu Lu � w C-) zr Z U OC-) 0 } F- 0 i- �p� .z7 z o � �W A uj w uj °" w a ❑ ❑ Lu La cn w co 5 vs Lu w LLI 0� z HCl4 (n s d g DH�C\2 ;I m w W A ©� > � ui w 0-1 w z « 1 OF 7 pAm,. FEBRUARY 18, 2016 \ TMP 89--73F5 N/F JESSCO, LLC D.B. 4153 PC. 81 TMP'89-73F4 N/F JESSCO, LLC k D.B. 4153 PC. 81 I TMP 89-74 N/F WHITE D.B. 1799 PC. 233 TMP 90-4C N/F GORDON "RESIDUE A" D.B. 4720 PG. 588 NT3,884,059.19' E=11,471,873.93' TMP 89-73F6 N/F JESSCO, LLC TMP 89-73F7 �� �� �'�` "1p D.B. 4153 PG. 81 r N/F JESSCO, LLC D. B. 4153 PC. 81� TMP 89-7366 Q.�s ,i IV/F JESSCO, LLC '�., D.B. 4153 PC.. 81 OPEN SPACE F- _' LOT 37 --_- _ �- y--__ S6554'21 "E t - - t-, _�-- `� 124.94' E OPEN SPACE E - ` LOT 12 LOT 43 LOT 42 LOT 41 _ N65'S4'21"W 313 41 3'E LOT 44 , �LOT 40 ` 39 250.00' �a31''N SPACE H TMP 90E -A PHASE B1 LOT LOT 38 4.596 AC. N/F MOSBY .MOUNTAIN '•` \LOT 11 LOT 45 ` N=3,884,904.34 471,417.54' D.B. 4720 PC. 588 COMMUNITY ASSOCIATION \ N37'59'00"E 805-46(T) (OPEN SPACE) LOT 10 %, D.B. 3251 PC. 113 LOT 46 N32'26'54"E, i 152.31' N17'18'36"E �' F ' LOT 9 i � - LOT 47 �,, � 1 1 114.08', / ' LOT 8 LOT 51 OPEN SPACE C 148.44' IPF N=3,885,892.14 E=11,472,701.72' N40'51'54"E LOT 7 r LOT 52 N52.335D�, �,` "RESIDUE B" D.B. 4720 PC. 588 R ,�' 361420 TMP 90E-67 L`'! LOT 53 CN IPF N/F WHITAKER LOT 6 r- cv t D.B. 3638 PC. 614 + z 56.527 AC. ` - N38.10'52"W TMP 90E-66 LOT 5 LOT 54 o0 151.19' OPEN SPAi.�1'45"W -� _ J ' N/F BAR CIA S38'10 52 E 1.306 164.88' so, -r`/D.B. 4361 PC. 185 r-, 179.72'(T) r' a 547'53'22"W \�;�' TMP 90E-65 LOT 55 541'54'27"W 38100' 75.03' W 520'58 26 `l �� N/F VANCELOPOULOS OPEN SPACE B / LOT 4 279.27 47.53' ?� 111.39' _ _S38'31'06"W L1 s N42•00'22"w j OPEN LOT 50 �' S�? s?�J 89.81' SPACE C ' L2 LOQ 7�'�, 410.71' 5 269.38 S47'59'38uW . 111CTOR ��� t�' LOT 78 ; S45'_06'56"W LOT 79�j \ ` LOT 46 i 1 LOT LOT 83 82 ' - D_ B. 3337 PG. e cv _ _ -- -` LOT 1 PHASE A LOT 8O TMP 9O -A ,a +� � LOT 3 84 1 D.B. HA A 673 LOT 81 , � N/F HEWITT � 4. 00 k D.B. 2017 14 j LOT 85PC. 337 f TMP 90-4B ax�l .CO N/F MONTOYA `� `f' co LOT 2 D.B. 1743 PC. 141 i / LOT 86 g3�TMP 90E -3B �- � Ni— � q � j '� l � � LOT 1 R ROS � RI " N/F EMERY o w � a�4 t2� piJ�l]C D.B. 4246 PC. 622 CQ �o, �q _ VPS € TIE FROM C INTERSECTION E OLD LYNCHBURG RD & KENDRA ST TO IPF "A': N2029'39"E 1,654.37' IPF "A" CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 204.86' 625.00' 18'46'49" 103.36' 203.94' N 08'36'10" W C2 30.00' 1225A0' 1'24'12" 15.00' 30.00' N 23'23'34" E LINE TABLE Line Direction Length L1 S 41'54'27" W 130.79' L2 S 51'49'08" W 50.00' N=3,884,932.86' E=11,472,940.11' 347 73, S55-2015„ W 141.75' S50 24'1 3"W LEGEND IPF ' IRON PIN FOUND `�-' D.B. 4495 PG. 460 0 90E -A S1 626'43"E 11 F —�N/F MOSBY MOUNTAIN 35.70' IPF COMMUNITY ASSOCIATION (OPEN SPACE) D.B. 3251 PC. 113 IPF Lyl � � o g LO co S41'41'52"w 113.51' 268.52' 200.52' 537'52'14W 541'1429"W 250 0 250 500 750 SCALE: 1"--250' 4-447, �LTH op l O U KRISTOPHER C. WINTERS ,;;- No. 2492 VIS/ml-1/ _ z 1,014 1 X64 a 76 SHEET NO: V2 2OF"7 DM, FEBRUARY 18, 2016 Z A 0 � � h IT LO m Q LU w Uj z LLI C3 rA � ZCIS c� z O O 0 0 0 z v Q E' 0 � E- > > p 7. C6 z O 0 w w C Z h W C LU w u W a.F- w EI) L!i N w w 0 u Z �-- r, CO HU z 1,014 1 X64 a 76 SHEET NO: V2 2OF"7 DM, FEBRUARY 18, 2016 Z 0 � � h z O pq C3 rA � ZCIS o z � E- m �z0 E Z h W C LU V) O W a.F- z 1,014 1 X64 a 76 SHEET NO: V2 2OF"7 DM, FEBRUARY 18, 2016 i U<* G2 LOT 37 4w r ' `���uB�+� KENDRA STREET , �2 Oto LOT 40 LOT 38 t LOT 42 LOT 41LOT 33 9 t W ca 00 . LOT 44 LOT 43 ��` ,L oil U rqrll 1 JP JZ 805.45' (T} 145.28' z a N37 -59'00"F-160.00 Q LOT. 45 \ � 523�� 713 246.22' N22654; 66.81' ' 78.62 73.69 • 0. :t1i N � . I OPEN SPACE H 4' Z REVISED s 0 1 Z n s o (HEREBY �*, o c as LOT 46 LOT 61 OPEN SPACE J LOT 62 LOT 63 y�Cp 1.481 AC. N °. we 1.033 AC. `' 1.060 AC. �, 1.532 AC. Z°., \ $ LOT 60 � rQ 0,5 a= 0.932 AC. `s y� LOT 59 1.232 AC. L=66.27' =55.72' L=165.90' LOT 47 s`'ly � ��� C6 � LOT 64 WA Rg -�� 1.004 AC. G L=44.36 yD°� cn co cs� -21 �� LOT LINE HEREBY �'' r� o �22�r.91 20. y �VACATED A cv c� LOTS FRONTING C `76 o cfl OPEN SPACE C 11ARBLER WAYui S ��°e LOT 51 �%' 66� COIIIPRI'SE PHASE B2 Cy A �o _--- --- � � to 0 LOT 65 w w z LOT 73 h ��?2 ��C, 1.012 AC. �� 2 w ca o � `�' 1.072 AC. ,�N 8� , �� ,�� 6 o o LOT 74 w N ��� „t�. �,\ Z o a = 1.211 AC. ��, rti �� �" ��_ o z o LOT 52 N52;33,0� ' �;��o LOT 75 a`�` LOT 72 ,�. ap�`� o E Ln o oE LOT fib v� 361.42' 0.970 AC. �, "' a`V 0.976 AC. 4 ^°' ,�� �' W w w a a ^ 15' _ cr_ �o 1.041 AC. ��. f A a a B5L (TVP) \� p0 `>, �6, h / © © w v3 (0 o `„ n LOT 58ui " b 1.128 AC, °So' �'_ N42"06'57" E > y�� o // `�tWi' w �c- eP LOT 53 15' �' ``"' 97• s� Vis- Sp L=33.13 BSL (7YPj ,;,o „ U �`'' �2 124.42 221 ga ��i s3 LOT 71 a cn 548'4734"W 13�"� 1.036 AC. L=10 uc�i 319.03' LOT 76 �, 13265 F ��p �� °�� �� L=40.95' ', 0.920 AC. 5 LD7' 57 ,f � �% � � �s � d� 1.128 AC. X54. LOT 54 Qo L=16.15 08 53"E249 O4� ps° 1 .V _ LOT 70 L=42.33 2.732 AC. � � ul U� S42'22'01"W 293.95' PIS ` z 0.964 AC. c'`�� cq l �tp ,`"6' `i,5.1 `L .•696' 1-'p1 N56 ¢S 4 p-+ w C� 9h z > C14�� o LOT 56 �. `" OPEN SPACE H (REVISED) \,�jj�� �• �� �' LOT 55 0.963 AC. F - c 23.599 AC. `� S Q, a _-___-___�..�_-_ __- .�____-___-___.�_-- LOT 6�' N LOT 68 O � Az� a� -.--- - -, 0.966,AC. 1.094 AC..., A 538'31'06"W . 271.27, � W ul OPEN SPACE C 130.79'S41 -54!27"w 30.79'" -- � S4154 27 W w x OPEN SPACED �- 26 HEREBY VACATED) `� LOT LINES HEREBY t !y '� VACATED 144 2B 21 �7 f v; w N51 "07'521,5 �� �' C''�` ° Lu S LOT 77 6r(� ��---- __ - S45'01'15'W a P 0) LOT 50 157.14' PROJECT,NO; 8531 f i r��� S45`06'56 .TH of "W 26938' ,` Joy _� SHEET NO: VICTOR PLACE --'--- �s4 (54' PUBLIC POO LOT 78V3 547'59'38"W LOT 79 ,`c,�� U KRISTOPHER C.IMNTERS > LOT 88 No. 2492 10.0 0 100 200 300 1 LEGEND �� a 1.133 AC. 6/1& 3 OF 7 \ BSL BUILDING SETBACK UNE .. co SCALE: 1"-100' -�' \ SUR DATES FEBRUARY 18, 201.6. W 1. 033 AC. I 1.481 AG'. i,v! o c ` 1.532 AC. • ,+ "' 1.060 AC. c, Iron.as � rn Ln L=66.27' L=55.72' L=166. C6 �� LOT 64 �' �,� 014 tion C7 �L �8s�, 1.004 AC. ,,� C5 L=44.36 u�2�4 g1' L�219.2D� 'Q �� rSj� LOT LINE HEREBY �@,`_� a W C8 C� y6 kph SVACATED 00 3 4Z GB LOT 65co v Lo LOT 73 ��� �% 1.012 AC. 1.072 AC. LOT 74 ,�,��- sf .211 AC. t � ,� ti ��� 0�3� zot a CD LOT 75 :,,�' LOT 72 0.970 AC. ��' �' o LOT 66 c� o� 0.976 AC. ` ``o f 1.041 AC. �'�' ,.� A �000 \� ,� 4 w 102.17' �,D N42'06'57"E a,5 LOT 71 L=33.13 N� 1.036 AC. �� �F L=10 < nj0 \ o �L=40.95' .� ��; S55.35'46 - w + O LOT 67 2.732 AC. Z r r LOT 70 L=42.33' �? 0.994 AC.r CD 0.964 AC. , g o, A 't Qom' �O 1 cs m <`69?6,Lu 9 W W Z OPEN SPACE H (DEVISED) j��. o�ti�o 3�?ssa, 2. m 2 " 23.599 AC. F 5 u+ M© 0 0 0 U LOT 6�'� LOT 68 "- o Y --_�\ 0.966,AC. 1.094 AC. z z o m LISTING 'ACCESS �6 '�°,���. �SEIuIENT � � � O � � 4 03 ?��' �,, �$� W w cc w Lu a � a �) ,\ LOT LINES HEREBY ❑ �5 ++E ❑ © W VACATED ,-r N5 44.26' ���� W � j - E _ 0752-E _-_ w ii `J S37`34'08"W 273.16'{ j S5632,09„'�-.. �- ��-_ 545'0 5"W ~- S40'37'36"W 88.98' S8 47. z6 _ t 184.17' 157.14' 173.85' 4 06'(r) S16'26' 43"E z "� `'' v 20' BSL {TYP) 2 $q S45 06 56 W35.70 269.38 �'t � cy) cp Un 54759'38"W o 1 410.71' ' n LOT 91 �` LOT 92 N . �� 0 �' �s W s LOT 90 0.957 AC. 0.924 AC. LOT 79 ` F LOT 88 g LOT 89 `' ¢ o, HiQ ,;� 1.080 AC. 1.133 AC. 0.981 AC. jcoa w ;�to A 30' BSL (TYP) _``, W OPEN PQ SPACE iD °O S44'S9'S6" W L=146.74' 33.65 ,�1� ��' �9 0.527 AC. W .07 �. Su C., Z m p di 139.34 HLo �,Ss�� ��C�S �S S)6MEL=?40.40' L=81.81' �o, 1.080 AC. 45.71' 158.29' �' 93-+ P, LOT 8Q ,��s?sem �c. G'��' Ss 626"yyL l� R� HEREBY DEDICAD� N42'26'46ME 203.99'(T) Old J 1.13'( C2 p� mC1831.59' L�135 51 O � E� A R2 ob =. PQ Co - CN to LOT 87 ;�, m w 1.038 AC. J� ' ' � � a v o � LOT 93 � , W .. �- LOT 96 n; LOT 95 LOT 94 C 1.402 AC. � z p w R ` 1.380 AC. 0.923 AC. "' 0.924 AC. N �® a � ca) t N 167,39' o w 75' BSL {TYP o W 8531 347 7, 13 33' 13.22' _. ----------- _ _ _ _ _ 200.52 Ll SHEET N©: (1) _.`.` ._.-.-._._..�._.-.-._._ - 29.8 ' ' 1141.75' Y T ' 100.30' 59.93 - 178.71 le S50'24'13" W " S41'14'29"W LOTS DUBAWE DPM �- _ S41-41 52"W 113.52 T) S37 5214 W 268.53'{T) " U KRI ER C. WINTERS ;I- V4 COMMSE PHASB B4 OLD LYNCHBURG ROAD 100 0 100 200 300 No.2492 LEGEND (SR 631) VARIABLE M')THPUBLIC R/W 4 0' 7 BSL BUILDING SETBACK LIME �y� M f `� SCALE: 1"=100.' �O �� � FEBRUARY 1$, 2015 � � 1 LOT 37 ``......... . --- -� "` --- EXISTING TEMPORARY an �(� PON TURNAROUND EASEMENT NDRA 50 PUBLIC STREET /EXISTING 10' �► ACCESS EASEMENT z EXISTING 20' ACSA LOT 40 LOT 38 p b SANITARY SEWER LOT 42 LOT 49LOT 39 EXISTING 10' PRIVATE 4-Q � O. EASEMENT �_...' ' I SANITARY SEWER ���1 t'" LOT 44 LOT 43 �' -. ...----�/ EXISTING 3Q' LATERAL EASEMENTS��,! ��P� i F. 00 /` EXISTING 20' PRIVATE ACCESS EASEMENT ,/ � ' IL x DRAINAGE EASEMENTS 0 �\0 IN. -k* z LOT 45,` ���' / EXISTING 10' / EASEMENT z p ACCESS � , l p Q . i EXISTING 20' ACSA \ ��SANITARY SEWER OPEN SPACE H EASEMENT (HEREBY REVISED) OPEN SPACE J E \ LOT 46 � 61 , LOT 63 � p > / , i LOT 1.481 AC. LOT 62 ; '.532 AC. I � ar a 1.033 AC. 1.060 AC. ' C W LOT 60 I ACSA WATER ' , 01 0.932 AC. � L=13.62' TIE} � - \.° L=101.14'(TIE) ( ACCESS ESMT f ES T LOT 59 ACSA STORM DRAIN ESMT L24 rb \ 1.232 AC. , SANITARY j L13 L26 ti Z + SEWER ESMT ,E R �'� '.. 5 L16 Z14 L2 I =6.68'(TIE) LOT 47 1� S72'45'14"E �� -15 5�1 �� >> _ ' L=11.39'(TIE) L=2.43' TIE S17*14'46"W 11.05' (TIE) �( L=12.14'(TIE) WA R _. LOT 64 O L-24.30 [ 1.004 AC. 119.31 �1 (Typ THIS PHASE) �f i EXISTING SWM ` / L=72.62'(TIE) L=10.05'(TIE) l2 ��_L19 / EASEMENT 'SPACE C L22 L-21.40 (TIE) OPEN C.0� LOT 51 EXISTING 100' STORM DRAIN ESMT S� c L=11.91'(TIE) L=26.20'(TIE) --��-T cv o STREAM BUFFER ACCESS ESMT LOT 65 :r i (SEE NOTE 8) =.() , EX STORM DRAIN SMT ' LOT 73 1.012 A.C. W L68 L=58.15' TIE 1.072 AC. �'A L=43.93'(T1E) z z ��- uj ( ) , L=48.16'(TIE) �� A w u w f EXISTING ACCESS EX ACCESS E MT LOT 74 r EASEMENT L=32.19'(TIE) L67 L71 1.,211 AC. ` �'S% \ L11 L66 e RAIN �� O U 0 a STORM D F` z p c3 LOT 52 t �o CSA ESMT LOT 75 LOT 72 �-� o F+ r WATER L70 �, \0.970 AC. , 0.976 AC. a L=31.85'(TIE) LOT 66 P4 m = o t i EXISTING 20' ACSA ESMT F1\ 1.041 AC. o o ( SANITARY SEWER L9 ACCESS ESMT `� EXISTING 20 ACSA U U Q EASEMENT ♦ L69 1 ` S v� SANITARY SEWER G A w LU a r LOT 58 ` � 1.128 AC. � � � c� �\ � .EASEMENT a.. c� o ❑ ® W ' L=59.09'(TIE) L=22.98'(TIE) `� Lu �_ } LOT 53 , LOT 71 .. / 5; > w u L=42.85'(TiE) ` 1.036 AC. / s� u� ' LOT 76 AC. 1, , EXISTING 100' 1 U t a 10' PRIVATE , STREAM BUFFER ry � 1O ACGES ESMT "' LOT 57 L5 SANITARY SEWER r `, (SEE NOTE 8) ` '` L=57.61'(TIE) i , 1.128 AC. rr _ LATERAL EASEMENT SEE SHEET. V7 LOT 54 i ACSA WATER ESM ; ' 10.85' _r `_ 1 , \ SWM ESMT 583'14'11"E FOR DETAILS L3 �L6 �� LOT 70 THIS AREA 2\ 41.01 (TIE} (TIE) r 2 � � \. 0.964 AC. �U20 ACCESS 23.80 (TlE) " �� `3� N73'29 29 E � EASEMENT � � �-� 1.55'(TIE) r `� ��..-L l `����' 50.5.2' � � r. r ,�;,.� 566'30'23"E � C LOT 56 ACCESS ..iL$ `�� 35.68 �, a E EASEMENT r - + ti \ S31'2238 E LOT 55 0.963 AC. HEREBY - " ; w ( cn co in VACATED L S38`10 52 E 199.34 ``+ �; E"' �. , + �. 86.31' 12.32' LOT 69 LOT 68 © W tr -� S50 47 31 E ` \ ` , / �" EXISTING 20' ACSA �� t 36.1 D EXISTING SWM + N43'59'09"E 0.966 AC. 1.094 AC. p�� _- -- '---- —_-�' --- ' ; i"�-EXISTING ACCESS ` ° ` � � � ` SANITARY- SEWER --�--o , _T� - r' - EASEMENT �'+ ► EASEMENT — -- _ .� Z ::4 W _ -C---- @ — = - ► + EASEMENT - - - f 20 SANITARY --- G�1 a Ul ___-_ _-____ _ _ r EXISTING - �,,• _ -T - _ _ � OPEN SPICE' D SEWER EASEMENT cn (HERBY VACATED) / ----- -- ------ �\ Lii EXISTING 20. SANITARY SEWER EASEMENT1N i LOT 77 \�� Y � ~` LLJ U ~ uJ Lu LOT 50 ► \ -----_ -_ ....—�- -~�-- _~ _ _ o -� w \ I' ,fir EXISTING 10O' - VICTOR PLACE\� 50' PUBS -IC R/W� ` �'�' STREAM BUFFER PRodECT Mg, 8531 ( \ LOT 78 I i .� / { �t SSEE NOTE 8)��L I :H Op tSHEET 110: LOT 79 \ f j' LOT 88�/� �► j 1.133 AC. o G \ { U 14�ISTOPHER C. WINTERS V 5 zl !r S521 0'59"W No. 2492 4O 1OQ 20O 300 S51*425.85 5 OF 7 100 N4459 56"E cv 7.89N48'30'10".W10378' SCALE: 1 "-1Q0' (TIE) 21.85'(TIE) SDATE: FEBRUARY 18, 2016 I L=13.62'(TIE) ACSA WATER ACCESS ESMT ES T I L=101.14 (TIE) STORM DRAIN IN ESMT L24 L26 ESMT ��R� �'�ti.• Lib f �4 L25 L=6.68'(T]E) �. 1d �p,R 15As�� �'`� ��j ' - L=11.39 (TIE) 514E t 12 L=24.30 L=2.43' TIF LOT 64 11.05' ,(TIE) L=12.14,(TIE) WARRL R ,. _ [ (TYI' THIS PHASE) �J `\ f.004 AC. IO.05'(TIE) !2 �r��L19 �'� b 1 )- .\ I } L22 L=21.4Q (TIE) SD , STORM DRAIN ESMT--_---_ L=11.91'(TIE) L=26.20'(TIE) ,oG LOT 65 ______ ACCESS .ESMT � �l � 1.012 AC. LOT 73 '(TIE) 1.072 AC.=48.16'(TIE) P�Zy L=43.93'(TIE) ` LOT 74 � rti 1.211 AC. �. LOT 75 ` LOT 72 LOT 66 \ \0.970 AC. 0.'976 AC. 0 L=31.85'(TIE) 1. 041 AC. � EXISTING 20' ACSA v.� . \ SANITARY SEWER 110, 1 EASE ENT LOT L712.98'(TIE) \. / t � 1.036 AC. \ \` EXISTING 100' f„I lb STREAM BUFFER 0 10' ACCES ESMT 1 , (SEE NOTE 8) L=57.61 (TIE) SEE SHEET V7 \ SWM ESMT\ FOR DETAILS LOT 67 ` S83'14'11"E LOT 70 THIS AREA 0.994 AC. 23.80 (TIE) 0.964 AC. N73'29'29"E 50.52 566'30'23"E 35.68' '-� - EXISTING 100 S31 *22'38"E E STREAK BUFFER 12.32' (SEE NOTE 8) \86.3 LOT 69 LOT 68 �.. , �� 1 EXISTING 20' ACSA N43:59'09"E 0.966 AC. 1.094 AC. SANITARY SEWER EXISTING 20' ACSA ,jSTjNG ACCESS s �- •—. ._... , ..-- �.. , kSEMENT EASEMENT �. , \,,�SANITARY SEWER EXISTING 20' SANITARY — - - _ - - - - —\ SEWER EASEMENT `� EASEMENT i { 4 4 I I � LOT 79 i I LOT 80 N44'59'56"E 103.78' (TIE) OLD L Y (SR 16,31) VA&1 8LE SDRC RO NQTH pUgLl 8 AP- ii i loo 200 300 SCALE: N7418'13"W 88.09' U w� o10� 0 411 00 4Z It Oft 0% zo o = U � w oa tet llte W t� Z �. Q cs� co T � E E i A -T Lo co m Y Z Z 1--W © o o U U o ate,,- Y v� 5 5 © m .'� O O 5 �W w W w A a d Q v LLJ w to u3 5 o w W r Zf N M U A Z ca E-+ A z44 W C� U1 �t J U H �i i O� W PROJECT N0: 8531 SHEET N0= V6 G1� s� 6OF7 DATE: FEBRUARY 18, 2016 EASEMENT LINE TABLE EASEMENT LINE TABLE Line Direction ELengthL3 Length N 50'26'41" E L4 S 39'33'19" E 20.00' L5 S 50`26'41" W 8.91' L6 N 49'04'53" E 60.43' L7 S 85'43'51" E .60.87' L8 N 31'28'05" E 34.63' L9 N 74'10'19" E 8.95' L10 S 15'49'41" E 20.00' L11 S 74'10'19" W 9.54' L12 ' S 09'00'06" W 65.5.0' 1_13 S 47'52'05" W 73.93' L14 S 67'40'38" W 50.62' L15 S 04'51'33" W 56.19' L16 S 47.52'05" W 71.40' L17 S 72`41'57" W 42.94' L18 N 74'56'21" E 59.35' 0 9 N 38'10'05' E 50.47' L20 N 12'44'30" E 69.79' L21 N 7456'21" E 67.88' L22 N 3810'05" E 53.26' L23 N 12'44'30". E 80.51' L24 N 4511'14' W 8.23' L25 N .44'48'46" E 20.00' L26 S 4511'14" E 8.51' L27 S 12'29'21" E 97.06' L28 S 86'44'58" E 44.96' L29 N 89'52'17" E 20-00' L30 S 00'07'43" E 7.20' L31 N 00'07'43" W 14.56' L32 S 04'18'48" E 36.59' L33 S 56ro0'09" W 118.83' L34 S 25'29'07" E 32.00' EASEMENT LINE TABLE EASEMENT LINE TABLE Line Direction L49 Length L35 S 64'30'53" W 20.00' L36 N 25'29'07" W 23.15' L37 S 03'40'12" E 9.15' L38 N 8619'48" E 10.00' L39 N 03'40'12" W 12.22' L40 S 53'51'25" E 4.92' L41 N 36'08'35" E 11.34' L42 N 02'40'44" W 21.52' L43 S 8719'16" W 9.63' L44 S 03'25'58" E 6.49' L45 S 86`34'02" W 10.00' L46 N 03'2558" W 21.36' L47 S 28'30'45 E=7938- 163.18' EASEMENT LINE TABLE Line Direction Length L49 L66 N 2436'05" E 25.54' L50 L67 N 06'40'11" W 62.39' L51 L68 N 32'25'06" W 28.37' L52 L69 N 24'36'05" E 33.66' L53 L70 N 06'40'11" W 64.93' L54 L71 N 32'25'06" W 37.46' L55 L48 S 7111'14" E 80.48' L49 S 85'10'27" E 88.55' L50 N 6719'52" E 94.31' L51 N 15'47'17" W 28.00' L52 S 67'30'05" W 11.97' L53 S 22°29'55" E 20.00' L54 N 67'30'05" E 11.97' L55 N 30'04'25" W 11.40' L56 S 59'55'35" W 20.00.' L57 S 30"04'25? E 11.40' L58 S 57'3825" E 27.21' L59 N 32'21'35" E 10.00' L60 N 5738'25" W 22.65' 6" E 48.52' (.01 6" E 58.02' SUBDIVISION CURVE TABLE 4" W MS47r*33'1 2.89' Curve Length 6" W 10.OU Tangent 9 Chord 14" E 15.97' 139.45' Curve Length Radius C22 31.55' 40.00' C23 63.93' 60.00' EASEMENT CURVE TABLE Delta Tangent Chord ChordBearing 45'11'16" 16.65' 30.74' N 71'40'31" E 61'02'53" 35.38' 60.95' N 6344'42" E 4O EXISTING 20' ACSA SANITARY SEWER N1 5'52'49"E 5.81' S74'57'58"E.� 20.00' N15'52'49"E 9.19' L=52 a a4 p� 19 Ca 4. u Q �z SWM EASEMENT t Zd p 0� W t tI t d, Z11r i 0 1 MENT / z'' 50 0 50 100 150 r4 SCALE: 1"=50' w Ar.� �,LTH pF �r O 4� U KRISTOPHER C. WINTERS No. 2492 0 (.01 CO SUBDIVISION CURVE TABLE Curve Length Radius .Delta. Tangent 9 Chord Chord Bearing C3 139.45' 625.00'. 12'47'02" 70.02' 139.16' S 24`23'05" E C4 203.59' 575.00' 20"17'12" 102.87' 202.53' S 05'02'58" E C5 120.56' 625.00' 11'03'07" 60.47' 120.37' S 17'14'46" W C6 117.41' 1700.00' 3'5725" 58.73' 117.38' N 40'08'26" E C7 120.86' 1750.00' 3'57'25" 60.45' 120.84' N 40'08'26" E C8 163.84' 525.00' 17'52'51" 82.59' 163.18' S 79'58'24" W C9 228.32' 475.00' 27°32'26" 116.41' 226.13 S 83'43'25" W C10 93.29' 274.98' 19'2621" 47.10' 92.85' S 7556'50" E C11 123.57' 325.00' 21'47'05" 62.54' 122.83' S 84'45'11" E C12 11.88' 10.00' 68'04'33" 6.75' 11.19' N 51'45'53" E C13 9.72' 10.00' 55°42'41" 5.28' 9.34' N 67'47'23" W C14 67.46' 63.00' 61'21'20" 37.37' 64.29' N 07'26'29" E C15 141.67' 225.00' 36°04'32" 73.27' 139.34' S 04`32'09" W C16 285.51' 175.00' 93'28'37" 185.96' 254.88' S 13'12'07" W N 51'28'21" E C17 140.40' 475.00' 16'56'09" 70.72' 139:89' C18 135.51' 525.00' 14'47'22" 68.1.4' 135.14' N 52'32'45" E N 01'18'.06" E C19 11.11' 10.00' 63`40'10" 6.21' 10.55' S 60'59'47" W C20 9.90' 10.00' 56'41'49 5.40' 9.50' N 09'01'04" W C21 80.71' 60.00' 7704'20" 47.79' 7433 Ar.� �,LTH pF �r O 4� U KRISTOPHER C. WINTERS No. 2492 0 (.01 CO U 1 LO r 4 c(o w F I^ U3 U w LU w z U W U U O z U z o O U O U > � w w a ❑. 0.. U) � 1 C/)z�MI� 0 r U) ww J G4 E-4 C182 CL4 V2 Ce) z a z E­4�z iiiLU W �-- 4 U a.. t� t•-- _ �-- PROJECT No... 8531 T O° V,7 7 OF 7 DAB: FEBRUARY 18, 2016