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HomeMy WebLinkAboutSUB201900061 Plan - Submittal (First) Preliminary Plat 2019-04-08THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND [LOTS i THRU 26, CROZET COURT] IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND/OR TRUSTEES,IF ANY. FOR I F691 REVIEW FOR: STONY POINT DESIGN/BUILD,LLC CITY/COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2019 ,BY FOR: STONY POINT DESIGN/BUILD,LLC NOTARY PUBLIC REGISTRATION# MY COMMISSION EXPIRES : APPROVED FOR RECORDATION AGENT FOR THE BOARD OF SUPERVISORS DATE NOTES: 1. OWNERS, ADDRESS & LEGAL REFERENCES: STONY POINT DESIGN/BUILD,LLC 200 GARRETT STREET, SUITE 0 CHARLOTTESVILLE,VIRGINIA 22902 T.M.56-45: D.B.4951-170 & O.B.4564-628 PLAT T.M.56-45A2: D.B.5126-635 & D.B.408-40B PLAT T.M.56D-i: D.B.4951-i70, D.B.4564-628, D.B.485-545 & D.B.302-523 PLAT. T.M.560-2: D.B.495i-i70, D.B.4949-98, D.B.4564-628, D.B.485-545 & D.B.302-523 PLAT. NOTARY SEAL 2. THE EXTERIOR BOUNDARY DATA SHOWN HEREON IS BASED ON FIELD SURVEYS PERFORMED BY THIS FIRM IN 2014 AND 2018. THIS IS NOT A CURRENT BOUNDARY SURVEY. ENCROACHMENTS,NOT SHOWN HEREON,MAY EXIST. (2014) & (2018) DENOTES YEARS MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM. IRON PINS TO BE SET AT ALL NEW LOT CORNERS. ALL IRONS TO BE SET BY 3. T.M.56-45 IS SUBJECT TO AN AGREEMENT TO MAINTAIN STORMWATER MANAGEMENT FACILITIES AND OTHER TECHNIQUES(D.B.5132-147). 4. T.M.56-45, T.M.560-1 & T.M.56D-2 ARE SUBJECT TO A SANITARY SEWER EASEMENT TO ALBEMARLE COUNTY SERVICE AUTHORITY (D. B. 925-584) . 5. T.M.560-1 IS SUBJECT TO A WATERLINE EASEMENT TO ALBEMARLE COUNTY SERVICE AUTHORITY(D.B.4862-565). 6. TOTAL ACREAGE(T.M.56-45,T.M.56-45A2,T.M.56D-1 & T.M.56D-2)BEFORE THIS SUBDIVISION PLAT: 12.41 ACRES LOTS = 6.68 ACRES (INCLUDES i.2B ACRE RESIDUE OF T.M.56-45A2) R/W = 0.90 ACRES OPEN SPACE= 3.55 ACRES (INCLUDES 2.37 ACRES SWM FOREST AND OPEN SPACE EASEMENT) 7. TITLE REPORT FOR T.M.56-45A2 BY: CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 6435E EFFECTIVE DATE: DECEMBER 4, 2018 AT 8: 30 A.M. 8. NO TITLE REPORT FURNISHED FOR T.M.56-45,T.M.560-1 OR T.M.56D-2. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THESE PROPERTIES ARE SUBJECT TO ANY ADDITIONAL CONDITIONS,UTILITIES,EASEMENTS AND/OR COVENANTS THAT MAY EXIST. 9. THE ACSA WATERLINE EASEMENTS & THE ACSA SANITARY SEWER EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATION OF THE UTILITY. 10. THE PUBLIC DRAINAGE EASEMENTS ARE HEREBY DEDICATED TO PUBLIC USE. 11. THE HOMEOWNERS ASSOCIATION SHALL OWN ALL OPEN SPACE PARCELS. 12. THE NEW iO'PRIVATE SIDEWALK AND LANDSCAPING EASEMENT SHALL BE OWNED AND MAINTAINED BY THE CROZET COURT HOA. 13. AGATHA LANE AND JAMESTOWN ROAD (NEW 36'WIDE PUBLIC RIGHT-OF-WAY)ARE HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE. 14. AREA REQUIREMENTS: (TAKEN FROM PLANS FOR CROZET COURT PREPARED BY SHIMP ENGINEERING,P.C., LAST DATED REV #5 03-29-i9) PROPOSED NUMBER OF LOTS = 26 UNITS PERMITTED DENSITY = 2.3 QUA REQUIRED OPEN SPACE = 2.83 ACRES REQUIRED UNRESTRICTED OPEN SPACE = 0.57 ACRES PER 4.7 (C) (3) (20X OF REQUIRED) . GL 1205erz;ov-"Tl�� 0;'% ° FOR 1204 PARK REVIEW ROAD BRiAN S. RAY 24401 lwz \ I I Lic. No. 002281 1220 Ntat 1222 VICINITY MAP SCALE: 1" = 2000'+/- THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. A. THESE PROPERTIES ARE ZONED R2 RESIDENTIAL. B. THESE PROPERTIES ARE IN THE JURISDICTIONAL AREA FOR WATER AND SEWER AND SHALL BE SERVED BY A PUBLIC WATER SUPPLY AND A PUBLIC SEWER SYSTEM. C. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA,THESE PROPERTIES LIE WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATER SUPPLY WATERSHED. D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA,THESE PROPERTIES DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. E. R-2 CLUSTER MINIMUM SETBACK REQUIREMENTS: (APPLICABLE SETBACKS ARE NON -FILL) FRONT= 5'(1B'FROM BACK OF SIDEWALK FOR GARAGE FRONTS) SIDES= 5' REAR = 20' MINIMUM BUILDING SEPARATION= 10' F. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. G. THE 100'AND 50'STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE PLAN FOR CROZET COURT,PREPARED BY SHIMP ENGINEERING, LAST DATED 03/29/i9,AND SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. H. THE EXISTING GRAVEYARD AREA SHOWN ON LOTS 20.21 & 22 SHALL NOT BE DISTURBED. LEGEND: IF IRON FOUND IS IRON SET PF PIPE FOUND ®MH EXISTING SANITARY MANHOLE SWM STORMWATER MANAGEMENT ® NEW STORMWATER MANAGEMENT FACILITY EASEMENT NEW SWM FOREST AND OPEN SPACE EASEMENT NEW 10'AND VARIABLE WIDTH PRIVATE SIDEWALK AND LANDSCAPING EASEMENT ......•••• EXISTING BOUNDARY LINES BETWEEN T.M.56-45,T.M.56-45A2,T.M.56D-i & T.M.56D-2 HEREBY EXTINGUISHED. 'OTS NEW 20'ACSA SANITARY SEWER EASEMENT TYPICAL S PROPOSED ACSA SANITARY SEWER LINE (20'ACSA SANITARY SEWER EASEMENT TO BE CENTERED OVER ASBUILT LOCATION) SUBDIVISION PLAT LOTS 1 THRU 26 CROZET COURT LOCATED ON STATE ROUTE 1204(PARK ROAD) NEAR CROZET WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA SCALE: I" = 50 ' DATE: APRIL 9, 2019 FOR STONY POINT DESIGN/BUILD.LLC ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE.VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM SHEET 1 OF 4 14292C C3 IL r.n fn r a COURSES ALONG EDGE OF NEW 20'PUBLIC DRAINAGE EASEMENTS LINEI BEARING DISTANCE Dil SB2'27'16"W 9.71 D21 S02'10'00"E 179.59 D3 SB3'50'22"W 107.33 D4 NB2'27'16"E 7.72 D5 N12'12'06"E 198.19 D6 N6B*17'47"W 7.34 Arun+h ga4nQg7` COURSES ALONG CENTERLINE OF NEW 20' PUBLIC DRAINAGE EASEMENTS LINE BEARING DISTANCE D7 N68'17'47"W 8.49 DB S83'50'22"W 63.74 D9 S83'50'22"W 68.10 D10 S17'03'10"E 114.45 D11 S27'26'37"W 33.88 D12 S22'41'34"E B.23 D13 N89'21'09"E 13.64 D14 SOO'33'47"E 6B.68 D15 N17*46'4i"E 17.60 D16 N20'56'27"E 114.20 D17 N20'42'44"E 18.50 D18 S73'56'35"E 151.98 COURSES ALONG CENTERLINE OF NEW 20'SANITARY SEWER EASEMENTS LINE BEARING DISTANCE Si NOO'40'24"W 134.90 S2 N28'53'13"W 76.15 S3 N10'40'10"E 33.89 S4 N10'40'10"E 18.56 S5 NO3'12'35"W 91.68 S6 NO3'12'35"W 47.79 S7 N13*04'10"E 101.92 S8 N13*04'10"E 75.13 S9 N21'42'i9"E 120.55 S10 N21*42'19"E 9.73 Sli N42'01'35"W 31.93 S12 N66'08'02"W 170.57 East 11426359 IF - (2018) � ' OV ERNE ' `' 53 �=E RK R040 In Q�T � COURSES ALONG CENTERLINE OF NEW 20'PUBLIC DRAINAGE & SWM ACCESS EASEMENT LINE BEARING DISTANCE Al S23*36'14"W 40.90 A2 S50'14'15"W 100.85 A3 S50'14' 15"W 6.83 A41 S50*14'i5"Wj 3,54 A51 S60 '00 ' 59 " W 1 60 , 19 COURSES ALONG CENTERLINE OF NEW 12'SWM FACILITY ACCESS EASEMENT LINE BEARING DISTANCE A6 N68'i5' 53"W 15.81 A7 N79'21'02"W 79.07 COURSES ALONG CENTERLINE OF NEW 10'LANDSCAPING ESMT. LINE BEARING DISTANCE LSI S46'55'22"W 15.00 LS2 S00'S8'4i"W 15,00 COURSES ALONG EDGE OF NEW SWM FOREST AND OPEN SPACE EASEMENT LINE BEARING DISTANCE Fi S71'51'59•'E 110.13 F2 SO8`49'15"W 198.93 F3 S18'34'48"E 78.76 F4 S09'37'56"E 100.64 F5 S37.27'20"E 73.22 F6 S17`03'10"E 114.66 F7 S27026'37"W 29.79 F8 S62'33'23"E 10.00 F9 S62'33'23"E 10.00 FiO N75'27'29"E 20.71 F11 S35'14'33"E 67.19 F12 S34'31'53"E 81.04 F 13 N55 '00 ' 02 •' E 60.76 F14 NB9'21' 09"E 18.26 F15 S00'33'47"E 78.67 FIB N62'50'39"E 38.43 F17 NOO'49'59"E 85.97 F18 N45'31'49"E 93.89 F19 N63'32'08"E 33.26 F20 S46'33'32"E 41.93 F21 S18'01'03"E 35.01 4 - EXISTING `'1;. UrzLlrr "�•`�� 408-408 P (40 '' `'� 20' X 7' ACSA SEMENT IS A ftp _ (D . BA4862-565) ) ~ - ,S Ala �``''�►. 8.�44PF 'g (2014) ' V S71 '57 ' 47 " E '9;`•� '�vt, 88.918 260.06' FOR � f� REVIEW COURSES ALONG CENTERLINE OF COURSES ALONG CENTERLINE NEW 10',15',20'& VARIABLE WIDTH OF NEW 10-ACSA WATERLINE PRIVATE DRAINAGE EASEMENTS EASEMENTS T . M . 56-45A4 CA., �: ¢ n LOT C �'�} rr p LOT i ti:pQC is ''-- ROBERT L. MARTIN, III �' RESIDUE Q • E � ..... _ PAULA K.MARTIN z 0.340 AC ." T . M . 56-45A2 : ' ::: ' D . B . 2646-457 u� x as 14, 794 SF , : ::'•' 54. 2q : IS D. B.2575-395 -+�xj w 1.28 ACRES is ` : �' .:::' S ,... '-.. D. B.3868-641 & 642 PLAT �• -� ; g' , `':' IS ''`++., North 3910749 lrj� Q W1�i'"`��- East 11426934 �,/'. _ ►- N18'08'50"E W27 LINE BEARING DISTANCE P1 N48'19'55"W 6.37 P2 N26°53'05"W 27.68 P3 N1i'25'20"E 34.98 P4 N09'56'35"E 117.31 P5 N44°07'51"E 22.91 P6 S75.02'51"E 53.94 P7 N72*09'16"E 10.12 P8 N72'09'16"E 11.46 P9 N27°34'30"E 16.66 P10 N20'24'52"E 28.38 Pit N20'24'52"E 21.02 P12 N18'55'06"E 43.00 P13 N59'55'50"W 99.35 P14 N59°55'50"W 11.38 P15 NO3'43'41"W 3B.13 P16 NO3'17'42"W 14.74 P17 N8O'13'33"E 51.34 P18l N1B'08'50"E Bi.52 P191 S77'03'50"E 26.11 P20 S65'57'31"E 38.55 P21 S55'57'3i"E 0.67 P22 S58'55'37"E 65.50 P23 S64'24'25"E 24.72 P241 S59'06'09"E 15.70 P25 S61'29'39"E 3.26 P26 S61'29'39"E 29.07 P27 S45'57'04"E 17.47 P28 S25'48'21"E 8.83 P29 SO1'12'17"W 9.36 P30 S16*4i'i9"W 35.31 P31 S23°41'07"W 37.31 P32 S26'33'31"W 22.81 P33 S32'52'18"W 8.35 P34 S23'36'14"W 19.42 LINE BEARING DISTANCE W1 N59'0i'00"W 3.50 W2 N63'29'i9"W 3.50 W3 N68'i5'56"W 3.50 W4 N73'00'50"W 3.41 W5 N78'03'34"W 3.56 W5 N82 '47' 30 "W 3.60 W7 S89'57'13"W 3.49 W8 S86'45'42"W 2.94 W9 N72'44'i2"W 3.57 WSO N72'44'i2"W 3.52 Wii S62'55'23"W 3.47 W12 S28'21'23"W 4.07 W13 S71'04'43"E 3.00 W14 N81'50'14"E 3.34 W15 S21'39'56"W 3.55 W16 S21'39'56"W 3.53 W17 S21"39'5B"W 3.52 WiB N23'42'0i"E 3.iB Wig N21'48'42"E 3.14 W20 N21'46'47"E 3.09 W21 N21'40'i0"E 3.08 W?2 N21'42'31"E 3.45 W23 S78'48'34"E 3.43 W24 S71'5i'59"E 3.74 W25 S69'29'51"E 3.50 W26 S62'54'45"E 3.50 W27 S57'41'42"E 3.50 COURSES ALONG CENTERLINE OF NEW 20'ACSA WATERLINE EASEMENTS LINE BEARING DISTANCE W26 S66'05'57"E 3.68 W29 N85'29'00"E 3.67 W30 S24'01'48"W 1.28 275.64 jyr ,+� Cl LOT 2 : " s4' ; `:.:• v� 9/ o, :•:•; LOT 26 15` GRAPHIC SCALE 1 "=50 ' 0.238 AC . ,•' : 1 {� 264 AC ;; (2014) L53; N I 10,368 SF ;' s vc�Is '`o . i 1, 515 SF �cQ: EXISTING i-STORY ., r•• �, 0 50 100 150 BRICK W/BSMT AZ '�•` �m TO BE REMOVED � I' N71 'S1 .5gy W2`..,: Q.qJ �' C'J§0 L504 �.,r' 4 14.53, +• � 8 13 �^�34 07. 72 ¢ L49 ' Is LOT 3 3 so' •• `' w2 LOT 25 Q LOTS i THRU 26 co N71 5l 9' W j ``�;:... is: :: s •.• Is CROZET COURT 201.29' �., 0.229 AC.: •:.. � f 0.225 AC. is l{ Q 9,993 SF:" W3;:..: c6 is w2a 9. 802 SF � SCALE: i" = 50' N7 ,en r : nr IS DATE: APRIL 8, 2019 =59H . to 'f� ��• �, a LOT 4'• �$ '`�: _' w;'5 9E 15 • co 7 e r_ ROGER W . RAY & ASSOC . , INC . 1 i... g " IS �{ �) . 225 4 : ' 42' ,�j' ; �� : tr3 4' 79 ° �' ca�trQ 663 BERKMAR COURT ��'�' APPROXIMATE LOCATION ! h 1 �Ps_-- 'Q ` 9 807 SF `' ! 41'90' 'r NEW 20'ACSA 0 � r nr 4V CHARLOTTESVILLE, VIRGINIA 22901 ti * .Q ''- ~p?' 10 Ca ... C$ : SANITARY IS �'''Qo 2 TELEPHONE: (434) 293-3195 SANITARY SEWER ' - 5 co ; to LOT 24 o u7 © �.. / i . - . to ; SEWER g ,r r to f- RAYSURVEYI NG . COM •* EASEMENT TO * ! t - ? �' © �� Q r r r IS 1.4g • ; ax IS EASEMENT 0.234 AC .-` Imo 0 4'z tea'`-� l; f * ALBEMARLE COUNTY ! r r S, 00 I IS N7 ;• cv .C62 10 i97 SF:' - t,up"� �-rx Q cn (D SERVICE A 9, 491 PLAT) rr NEW 10' '`'. Sg •r. ''` }�: :. try S71 • 1,5ga o � v i.? trs ti tr !! r 1 51 • ''•W24 i. PRIVATE 2.16, 157 8 DRAINAGE o 15 �•.. 1 W4 °,'.:. ., :::' ' to NEW 10' E 15 ,o a p t.: �, Q�� q t•- -•, EASEMENT LOT 5 `► Q ::: r' SIDEWALK �, �, .,r c� <u¢�to rn to _j,\ 5- C�a co y�.��` 50 i �I` mot` ! '� i �" to 0.225 AC . T' M! 56�4 • .i,• " IS;'' ' 'LANDSCAPING : AND• 2 ©mom' �02 1 �- ' 9, 790 SF .. ••:. Y EASEMENT LOT 23 STREAM * r r . w •.. IS •'•' v IS ,�. o oQ o �o ti w BUFFER ! ' ' I S • Y • • °' 0.235 AC . Q �� Q h o �m :.r S71 ,5 5 i0, 241 SF ; �` too QI\m-�^ 0- /•15CU 9, W5 ;' 20. So, �E 1 :+• / EXISTING 20'ACSA j g'oQ�� Into ti ► ' o 50 ' J. cv W2 `� 13 55. 4j . • . t ¢x ) OPEN SPACE A i r r '�' LOT 6 1 NEW PUBLIC 4 35' �' SANITARY SEWER C?' �• q� ti� o, 3.55 ACRES r 0. 243 AC. ' �' PF EASEMENT f m o x IS �„ :.: 'rr DRAINAGE 21 (2014-� (D,B.925-584) / ����� r ' NEW 10 ' �'.' . co EASEMENT / 57 . , .ZQQtt'* r r ctx 10, 592 SF .' r: r r S7 o IS SIDEWALK t. v .'."►t n 1 • ' , 7 r ' W6 , C13 LOT 22 57, f CENTERLINE OF �. a * * * * * r L AND J. 1 EXISTING n? IS Is / NEW 10'& VARIABLE ct .., �::: IS 0. 256 AC . GRAVEYARD s5 E * * * * ! r Z N71 `51.5 . LANDSCAPING t'v ::.:., ! �' 12 • IS WIDTH PRIVATE .r 9 W EASEMENT :::tt S71 5 1i, 164 SF� AREA f �85 ,' DRAINAGE EASEMENT co .: , 1 ° (MARKED BY TEL . t� } �° 172 43 J:.. L :: ► 5s"E 1 OTHERS ! PED. cQ s5 gj IS f 64.52, WITH FLAGS) i FENCE 14 ° y 15 rJ t >v IS TEL. ' m f * * PS ,�� %, ..s . LOT 7 r, I s LQT 21 s5 POWER :�, > h i �r 64 ° PED. • 0.266 AC . ry 4' Pgg , _ ` TRANS. ,.� :. �, �, 0.281 AC . r �, �Q� c T. M.56C-B-26A ; j ,� SWM FOREST �`.n IS 27• i 1 603 SF r'L' �' "r r r � q '4� ; - _p 2r o P23 s7 7 LOT 4, BLOCK A. . co .. , �, 12 266 5F w o ti P . M . 56D-A-4 LOT 1 ! ,� AND OPEN SPACE � ua� / ra 68 ' IS : ', to r P 16 y ct q fit! Q' G,� to 20- .., P24 3 ' IF RONALD DEAN WESNER t Z 3 NEW PUBLIC u "� NEW 1O'PRIVATE r r10' ? U4 -- - \� SECTION TWO, & DEBRA T . WESNER `• ' >, EASEMENT * r: �,, ,.-- v 0l cj 4. ' - P25 N `MMH,� (2014) it*' DRAINAGE �.r. GS ' :�'' _,. _ DRAINAGE o otc, '� BROOKWOOD cs� ` •ss (2. 37 ACRES) t✓ N !,, 162 W S - ox a Nth Q'R1n - . r ,. P 2 3 D . B . 3303-611, •y • 2g . EASEMENT , • _ 4 v �1 tt n - 2- �• 9 ` cr 8 N7 a c CIS EASEMENT i P15� o �� E r{ _ `--r P2P27 n JAMES B PISTULKA & 615 & 616 PLAT . >, w n ••••••••. 1 W7 . , , CYNTHIA T. PISTULKA T.M.56-45A2 .,.. /X441, 51 °5gN ;:xr: r+ -�v C55 y' ' •� •� V ti [� V' ' oa'Y `� ` 2 �`�/ D.B.2461-290 ................. _, NEW y$ 4 p - cy •.1 4? C•1 k- ` a� D . B . 618-57 PLAT ��'�^ T . M . 56-45 * _ SWM 9. 97 • r. Q J L t ti +Y ' ti w o' 10 , , ' AI► IS = m C44 IS o t'' Rr ctt C? o r `T to 'ter •.. FACILITY ,� "i tl L7 ti . '• 2 •Y O 1 ' tD' 100 ' '� EASEMEIN NT o LOT 8 0� H a 4M� 9 : �O 3 $,•�, '"Y' �'+ � m► m ttt !� V .4 o MATCH LINE SHEET 2 OF 4 _ �I` STREAM' �I` �' IS 0.268 AC . ;.. r Q 3 ::.. • • • • •S C (3 STQ L�8 p1 '-. ti o , tt, Q t�j�4? a, S '01 •Q f r' MATCH LINE SHEET 2 OF 4 MATCH LINE SHEET 3 OF 4 •:�.,- *BUFFER ,� ,L+-. r. 11 691 SF r..s. �' 'Q-- - _�......... ISPb-BL RQ L7 ,' ,' - o� `� tl^ , MATCH LINE SHEET 3 OF 4 50' X N71 ,51 ° Ig :..N� .:. L63 A,�w�© 7 C�6 *� "�_- - rr D+� "t •4v Qrti � . ���.•' STREAM • 1.1 47h W8 ;::x, Cl C42 Ul 'd ��= ''::.. IS L 7 ........ .,� ' 4?17 r i 44' 07'E VV h. , NEW ' & W 10 VARIABLE N � BUFFER N a 4 Q8!�. ?7s $ ;:x. U 'n W15''`�-:_::.:...L6 5L74 - �..`156.63 =Rr CZIy j, WIDTH PRIVATE 4 ""'' Q DRAINAGE EASEMENT GL SHEET 2 OF 4 14292C * * 1 ' ...r. W29 -•' T.M,56C-B-26A LOT i RONALD DEAN WESNER & DEBRA T.WESNER D.B.3303-611, 615 & 616 PLAT MATCH LINE SHEET 2 OF 4 MATCH LINE SHEET 3 OF 4 BOUNDARY LINES ALONG CENTERLINE OF STREAM AS IT MEANDERS MAJOR COURSES SHOWN LINE BEARING DISTANCE Li Ni0'18'22"E 5.87 L2 N24'48'07"W 26.26 L3 N84'05' 16"W 15.04 L4 N34'45'35"W 32.87 L5 N24002'41"W 27.21 L6 NO3'15'15"W 33.90 L7 N22'12'22"W 23.01 LB N36'19'00"E 11.02 L9 NiB'23'26"W 26.47 L10 N50'53'08"W 38.75 L11 N32'49'i8"E 19.37 L12 N00'06'i2"W 12.62 L13 N73'54'20"W 28.21 L14 N31*41'00"W 7.11 L15 NO2'55'58"E 6.99 L16 N29'35'08"W 31.79 L17 Ni0'51'40"E 10.05 L18 N25'18'01"W 23.80 L19 N44'24'06"W 18.67 L20 N04'37'21"W 11.60 L21 N63'11'51"E 15.65 L22 N44'03'37"E 9.96 L23 N00'15'43"E 15.96 L24 N31'33'59"W 37.98 L25 N23'39'28"E 15.59 L26 N32'05' 04"W 43.61 L27 NBO'28'20"W 26.40 L28 N25'00'44"W 11.74 L29 N26'48'44"E 12.02 L30 N06'17'24"W 31.71 L31 N40'45'41"W 31.86 L32 NiO '11'40"W 10.42 L33 N62'47'24"W 38.85 L34 N27'28'32"W 28.80 L35 N44'34'25"W 16.62 L36 N35'24'53"W 9.89 L37 N25'40'34"W 16.82 L38 N13'06'08"E 48.41 L39 N12*29'11"W 37.65 L40 N05'47'21"W 27.34 L41 N22'00'07"E 39.60 L42 N35'31'05"W 35.56 L43 N06'11'40"W 6.45 L44 N00'55'22"E 19.01 L45 N47'02'39"E 34.50 L46 NOB'45'27"W 11.69 L47 N24'30'06"E 23.24 L481 N09'50'56"E 21.78 L49 N33'08'40"E 2.61 L50 N33'08'40"E 9.08 L51 N21-45'49"E 34.74 L52 N12*52'39"W 12.70 L53 N83'07'21"W 9.28 L54 Nii'02'59"E 27.64 L55 N50 '03 ' i7 "E 13.66 L56 Nii'04'i2"E 45.11 L57 N16*25'i3"W 16.75 L58 N29'47'14"E 17.92 L59 N43'44'20"W 12.31 L60 N15*54'06"W 15.30 L6i N13-58'IS"E 41.62 L62 N09'33'55"W 29.20 GL 1 iZ M4 `" "41 , e Ott - y IS TEL. POWER J % '� y LOT 7►• Is ", ��, a C° s sq,, PED. r f *1 .0. 266 AC . p.t .. r• AA,, cn 0 , 281 AC . r , �w c p'Ig'' A TRANS. �r` T . M . 56D-A-4 �f SWM FOREST -�, IS 2? ; 11 603 SF ;.t.u. r r COp V AND OPEN SPACE / cv sg ° `� IS t° 12, 26fi 5F ��,� h A2�2y P2P24\ s�' IF LOT 4, BLOCK A, t. •r cn r P i 6 '"r . ' EASEMENT 3 2 3� NEW PUBLIC :.i... NEW 1O' PRIVATE sue' atc, w ti P25 c� (2014) SECTION TWO, {' + `'` (2.37 ACRES) '�` �`� u►�'/�s� DRAINAGE �,.:,. W�,C : _ DRAINAGE �o b �o� �� ire,, O)Cj't� ��'; `' ry �.`M� g BROOKWOOD � 9�, t / ,y 2g , EASEMENT z 4 cS ._ EASEMENT , P 15 .,� cv n r\ '`l r - 22, _ � ;, P26 QZ JAMES G . P ISTULKA & 9 `==jp.,�'...,.... N7 W7 ;: r: J IS + CY KA * * f '` ,;,�, * * T . M, 56-45A2,�... ., s� °sg» ,. r. r+ C55 - �`�� ,` Ga �� �• d.. p rr ``►� P27 �i�� 4, actr NTDHIA T , PISTUL C' ,....... .... NEW .8.2461 290 � W ,.:.r. ; ; Cs►�"•'•:•:'•..,_� Q• �. �ctr Ca nyQ p• � t� � Q �, rh T . M . 56-45 * ° _ SWM 199 g) , r. Q Zp� ti� p •J �i! i �; , C��� 4 10 . , °v r; D . B . 6 i8-57 PLAT ... / .+ IS 2 m :� 40 2 *, r%Q 4 �., *v �I` FACILITY,% Tv LOT 8 �cuc !-� C44 c/q IS [�9 -. �ti �`� h O 4 Is, �` lL. Q1 "T ! •, 100 , EASEMENT ac t tt ,Yo y .-tr Cyj � C? ,,/ :..r. S ST" 7 p �i Qr Q A? � (? C%� r MATCH LINE SHEET 2 OF 4 _ * STREAM' * .� IS 0.268 AC . ,.... �, ro cd "� .::........ C (S © e t f h `� BUFFER * ,u-+� /. 11, fi91 SF ;:.'i ca am y .,.......... IS (/�� N �!Q IS ... -: r' !' •�• a .Q �•,./� �o rr MATCH LINE SHEET 3 OF 4 ,may........ �m * 50" �r t}�.s3, �N>�'Jr` IS ��.......[s3C Rily�Q [)Fy ��Y` r' +� 1 ` s J 17 NEW 10' & VARIABLE STREAM q7 W8 C42 ::; U3 `' ":v"::.. P r N21 '44' 07"E rr Jr n� BUFFER �-, 8$ s ,..� gC?-- _ 156.63' ,�- -a nt 11q IV 1 j r: r. IS [? cti +p ` r r �. WIDTH PRIVATE ti�� * - - _``"'� 51' ;:.r. W29 W15��'�`'��;::'.....Sq q ^.�. \ �`' r' Q DRAINAGE EASEMENT ,'.:.r.: '.'.'. ..'.'. r .a NEW 2O' ACSA :...... L73 r r LOT 9 '•�•'' • IS c' •'� � SANITARY W20 IS S � •"• • • � 5' EXISTING 20'ACSA LOT 14+ "� ;::':::..... IS [s C _ SANITARY SEWER i * * (} . 251 AC . IS °:: SEWER 0.311 AC. _ $ L72 1 10' r Q�ti EASEMENT Co. 7r- '� IS qo -� 10 927 SF ;• �'•' v EASEMENT 13, 545 SF A ;, , j, 3 f P33 (D . B , 925-584) J, ,� ,� 48 ^ W , , .. c� C3 ca Ssg . r ©- . ,�.; . C r c3 �` j ' f ._,��. s� IS -P34 T . M . 56D-A-5 o> s► 57 ,... 21 15. NEW 20 PUBLIC r _ S2 Sit LOT 5, BLOCK A, SECTION TWO v•'t. * * .��c'v tM14 q YD3_-__- ;... C IS :: x W14 4g» DRAINAGE ,o _� _"' 06 ,... IS � ..>, � F Ig EASEMENT `�-L .....:... IS �o IS BROOKWOOD �` L27 ,�-r�t19� 9:: "'cp : rr' 37 9g, ,r r' _ .Q1� '`":'...... Cqs C,� CSow DARREN D. RALSTON & cn 4Pt''=�,1�,�- ' . * �I� ,r p r C. r '�. _ - " - - r Y _ IS C23 IS NEW 1O ' PRIVATE r r _ r s Cy 4$ MH MICHELLE A . KESSLER a * r* - - ` r '`~ ` �,. �� D . B . 4711-692 --`" ~ - MN71 '51 ' 59"W C25' IS C24 SIDEWALK AND , �ti _ ,.... 157.26 ' W 10 36 LANDSCAPING EASEMENT I rr LOT 15 �' 1 .:. D , B . 513-311 PLAT v C32 IS r 1 LOT 6 �i.. 4`� fi9� �` *, NEW 20 ' PUBLIC DRAINAGE C26 27 C31 C35 LOT 13 r r 0.223 AC . ba (j . 288 AC . r' IS S21 '44 " 07 "W EASEMENT W i i IS 28 IS S s ° fl • 239 AC . rf r' 12, 569 SF ,' 36.64' �q� ' W l3 s o 10 408 SF r 9, 730 SF ;° �' 4 Fs M is LOT 10 LS1 3 �fq» r' NEW 12' SWM = 1 S21 °44' 07"W a * �� 100' 0.315 AC. `'� ......:... 34 13 r' r FACILITY 37.23 .n ti STREAM C29 �"1, LOT 12 () 1 r �' '� r BENT 3�,���'jy'QO ,�`,BUFFER 13, 743 SF f C33 0 • , , r ACCESS ESMT. ,�" 1x 1 qQ "`'� ,I� ,ice o ' ,v�, W12 �! LS2 D12 0.282 AC. I' 'fir` 31 ct,'„ f.r' IF North 3910167 ED c''.s►• Ll L L {%i •� ' NEPRIVATEDE 12, 271 SF M30 , M32 Q?, TEL.{2014} East 11427027 {47 J;r ; N26 °18' 21 "W ,h`Z g1 LANDSCAPING R A PED. NEW 20'ACSA * 83, 59' �g gg' EASEMENT SANITARY �t�FF� IS , •' T. M. 56D-D-1 SEW17.95, LOT 11 � EASEMEENT �Q�PZg- "• .h~ M33 - _ �� ,.• LOT I,BLOCK D, SECTIt�N TWO 0. 290 AC . �, pg .ip M34 - 3 g.ti2 ZACHARYBURKE BROOKWOOD ASHAM & IS `� ' 12, 630 SF '�� rl4a^'� ° r . B h1 NEW 20' PUBLIC VIKTORIA VALERIEVA BASHAM 7r ©'Y�r 2 S1O'22' 16"E r Gj/ Q IS DRAINAGE EASEMENT D. B, 4760-474 �, ,� * * ricS r +�•?�/I�,S 6$�'%�� 129 , 97 •�j,�? I / �' F gg ;n� • �. &SWM ACCESS EASEMENT D . B . 513-311 PLAT T. M. 56C-B 26,to ✓ 9S M 2 / COURSES ALONG EDGE RONALD D .WESNER * * % S»w M2526 56�• Z AA f �` STREAM �` '`` gp,• T . M . 56D-D-2 OF NEW SWM FACILITY /r LOT 2, BLOCK D, SECTION THREE & DEBORA T .WESNER * * * %/ �+ / ,� BUFFER BROOKWOOD EASEMENTS D. B. 4535-237 <� � s'r IS N85.33' 29"W '3�O• /N 'n ' D. B. 3303-611, 615 & 616 PLAT 4���* �i` �i' .t 83, 59' IS �` / �I` �I` * °,{� N ,� CURTIS MATTHEW WINSOR & U-3011//N/EW / j / r / R' ALEXA KATHARINE WINSOR * D.B.4525-513 SWM D.B.601-311 PLAT 50, �REAM � FACILITY 4'u � � � � T.M. 56D-D-3 [�3 BUFFER ,��s, �t3�' 13 Jf LOT 3, BLOCK D, SECTION III ti v �t BROOKWOOD `� •'* '� '� `�' F 14� ' 4-'� ,,/ A . ANDREW MACGUEEN IV & tin * ' MEGAN L. MA00UEEN ,� ,� ,F !►yak ��` ,� *m, ,� EXISTING 20'ACSA D.B.3777-710 rn) a 1 G �' SANITARY SEWER D. B. 601-311 6 312 PLAT EASEMENT * * ,� (D . B . 925-584) NEW 20'PUBLIC �i0'. �` * * �` 'DRAINAGE ESMT. MH '� T . M . 56D-D-4 1 74 LOT 4, BLOCK D, SECTION III, L �` L �` 6 ''' BROOKWOOD OPEN SPACE A. � � 7 i"�1a JAMES A, FISHER, JR. LINEI BEARING DISTANCE L63 S68'i5'53"E 28.35 L64 S68'15'53"E 101.45 L65 S68'15'53"E 2.44 L66 S68'15'53"E 29.78 L67 S68 %5' S3"E 37.78 L68 S68'15'53"E 18.09 L69 S68'15'53"E 14.59 L70 N68'15'53"W 0.34 0i N68'i5'53"W 39.13 02 N68 %5' S3"W 6.25 L73 N68 %5' S3"W 33.09 L74 N68'15'53"W 12.69 L75 N68 %5'S3"W 12.97 L76 N68'15'53"W 21.71 L77 N68'15'53"W 43.29 L78 N68'15'53"W 31.66 L79 N68'15'53"W 12.34 LBO S21'19'41"W 70.01 LBi S21'19'41"W 70.00 L82 N68 %5' S3"W 21.2 L83 N68 %5' S3"W 38.42 L84 N68'i5'53"W 69.00 GRAPHIC SCALE 1"=50' i 50 1001 � -t- 7r �' ag ISJANE C . FISHER I i y + * 3 . - ACRES * g D . B . 631-497, 9 PLAT T . M . 56D-D-5 sk LOT 5, BLOCK D, SECTION III -.C. '� '4- MH �� BROOKWOOD LEGEND: C'` \j,- * * * -.v LED J CARVER & PAMILA LEONARD CARVER IF IRON FOUND D. B. 136O-B7 T . M . 56C-C-6 \ 'D . B . 601-31 i & 312 PLAT IS IRON SET LOT 6, BLOCK C, PARK VIEW� JAMES LAWRENCE BELEW,JR. & =' PF PIPE FOUND TERRI TAYLOR BELEW L3 - OMH EXISTING SANITARY MANHOLE D . B . 2012-716 Da •' IS T . M . 56D-D-6 D.B.2102-35i PLAT N (2014) LOT 6,BLOCK D.SECTION III SWM STORMWATER MANAGEMENT rt MH North 3909808 BROOKWOOD East 11426625 DANIEL ROACH & LAUREN ROACH O/' t .� D.B.4540-616 ® NEW STORMWATER MANAGEMENT FACILITY EASEMENT D.B.601-311 & 312 PLAT FOR NEW SWM FOREST AND OPEN SPACE EASEMENT REVIEW T.M. 56D-D-7 LOT 7,SECTION THREE, NEW 10'AND VARIABLE WIDTH SIDEWALK AND BROOKWOOD LANDSCAPING EASEMENT LOTS 1 THRU 26 DEBORAH R SNEAD CROZET COURT D. B. 4171-306 EXISTING BOUNDARY LINES BETWEEN T. M.56-45, SCALE: 1 " = 50 ' D. B. 633-424 PLAT """"" T. M. 56-45A2, T. M.56D-i 6 T.M. 56D-2 HEREBY DATE: APRIL 8, 2019 EXTINGUISHED. 1O' S NEW 20'ACSA SANITARY SEWER EASEMENT TYPICAL ROGER W.RAY & ASSOC.,INC. 10' 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 PROPOSED ACSA SANITARY SEWER LINE TELEPHONE; (434) 293-3195 S (20'ACSA SANITARY SEWER EASEMENT TO BE CENTERED RAYSURVEYING.COM OVER ASBUILT LOCATION) LINE BEARING DISTANCE MI N10'49'37"W 44.20 M2 N61'48'03"E 10.75 M3 N61'48'03"E 22.66 M4 S72'i4'07"E 15.18 M5 S72'i4'07"E 12.33 M6 S26'51'13"E 23.42 M7 S26'51'13"E 19.27 M3 S43003'17"E 24.63 M91 S47'44'33"E 12.76 MiO S33'59'00"E 28.90 Mil S08600'13"W 15.78 M12 S08'00'13"W 48.19 M13 S10003'27"E 18.80 M14 S10'03'27"E 13.65 M15 S52'55'35"W 19.47 Mi6 S52'55'35"W 17.82 M17 S52'55'35"W 4.84 Mi8 S52'55'35"W 7.87 Mi9 N37'27'20"W 7.46 M20 N37'27'20"W 73.22 M21 N09'37'56"W 100.64 LINE BEARING DISTANCE M22 N54'45'27"E 23.10 M23 N54'45'27"E 27.12 M24 S34'55'07"E 50.46 M25 S82'31'42"E 63.42 M26 N69'58'1i"E 22.05 M27 N69'58'1i"E 17.11 M28 N54'07'49"E 33.73 M29 N59'43'50"E 80.96 M30 N77'21'41"E 11.60 M31 N77'21'41"E 11.59 M32 SOS'00'55"E 6.33 M33 S08'00'55"E 6.33 M34 S18'54'05"E 10.91 M35 S51'23'06"W BO.50 M36 S51"36'38"W 54.24 M37 S55'00'02"W 49.25 M38 S55'00'02"W 17.72 M39 S55'00'02"W 60.76 M40 N34'31'53"W 81.04 M411 N35'14'33"W 67.19 SHEET 3 OF 4 14292C�