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HomeMy WebLinkAboutSUB201800076 Plat - Approved 2018-08-24THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND [LOTS 1 THRU 6 6 22 THRU 35,PHASE 1,SPARROW HILL] IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES,IF ANY. �A (*A-IJACm) FOR: ADELAIDE CVILLE LLC Qi:�'f/COUNTY OF Acmr1'4E STATE OF VA _ THE FOREGOING INSTRUMENT WAS ACKNOWLE GED BEFORE ME THIS 1•q_ DAY OF A.)q ost 2018 BY Kv1.0 _r-g l,a ?_Cd/,j3 cQ _ FOR( ADE AIDE CVILLE LLC NOTARY PUBLIC A('18 REGISTRATION# / j?A1 yI MY COMMISSION EXPIRES APPROVED FOR RECORDATION AGENT FOR THE BOARD OF SUPERVISORS DATE �111uuurur �g 0 LYN REGISTRATION NO. . 187571 - .MY COMM. EXPIRES. - 09/30/2022 �'�rrrnun11111��� 240 NOTARY SEAL CROZET AVENUE 0��1,p�LT$ OP UO� - BRUN SRAY Lic. No. 002281 0+1 smvv HEPHE RUN 250 ROCKFISH GAP TPKE. 635 751 MILLER BROWNSVILLE SCHOOL ROAD 683 ROAD SHELTON MILL ROAD 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. THIS PROPERTY IS ZONED R1 RESIDENTIAL (ENTRANCE CORRIDOR,FLOOD HAZARD OVERLAY,SCENIC BYWAYS OVERLAY & STEEP SLOPES MANAGED AND PRESERVED). B. THIS PROPERTY IS 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,THIS PROPERTY LIES WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATER SUPPLY WATERSHED. D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA, THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. E. R-1 CLUSTER MINIMUM SETBACK REQUIREMENTS: FRONT= 5' : REAR= 20' AND MINIMUM BUILDING SEPARATION= 10' FRONT SETBACK: LOTS 1 THRU 6 AND LOTS 22 THRU 35 = 13' SIDE SETBACK: LOTS 1 THRU 6 AND LOTS 22 THRU 35 = 5' REAR SETBACK: LOTS 1 THRU 6 AND LOTS 22 THRU 35 = 20' F. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. G. THE STREAM BUFFER SHOWN HEREON WAS TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. NOTES: LEGEND: 1. OWNERS, ADDRESS & LEGAL REFERENCES: SWM STORMWATER MANAGEMENT T.M.56-26A2 & 10BA CVILLE LLC 250WEST 250 WEST MAIN STREET, SUITE 201 NEW STORMWATER MAINTENANCE FACILITY EASEMENT CHARLOTTESVILLE, VIRGINIA 22901 D.B.5012-114,D.B.4968-417 6 418 PLAT,D.B.1479-183 PLAT,D.B.666-111 PLAT & D.B.409-139 PLAT 2. THE EXTERIOR BOUNDARY DATA SHOWN HEREON FROM POINTS "A"TO"B"TO"C" IS BASED ON A FIELD * * NEW FOREST AND OPEN SPACE EASEMENT SURVEY PERFORMED BY THIS FIRM IN APRIL OF 2017. THE,EXTERIOR BOUNDARY DATA SHOWN HEREON FROM POINTS "C"TO"D"TO"E"TO"F"TO"G" WAS TAKEN FROM A PLAT BY THIS FIRM, RECORDED IN D.B.1479-183,ROTATED TO GRID NORTH, AND WAS NOT RESURVEYED THIS DATE. NEW SLOPE EASEMENT(HEREBY DEDICATED TO PUBLIC USE) THE EXTERIOR BOUNDARY DATA SHOWN HEREON FROM POINTS "G"TO"H"TO"I"TO"J"TO"K" WAS TAKEN FROM A PLAT BY THIS FIRM,RECORDED IN D,B.1679-695 & 696,ROTATED TO GRID NORTH,AND WAS NOT RESURVEYED THIS DATE. PROPOSED ACSA SANITARY SEWER MANHOLE THE EXTERIOR BOUNDARY DATA SHOWN HEREON FROM POINTS "K"TO"L"TO"M""(0"N"TO"0"TO"P" WAS TAKEN FROM A PLAT BY ROUDABUSH,GALE & ASSOCIATES,INC.,RECORDED IN D.B.4968-417 & 418,AND WAS NOT RESURVEYED THIS DATE. (1995) & (2017) DENOTES YEARS MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM. 10, S ^ PROPOSED 20'ACSA SANITARY SEWER EASEMENT TYPICAL IRON PINS TO BE SET AT ALL NEW LOT CORNERS. ALL IRONS TO BE SET BY MAY 1, 2019. -- 3. T.M.56-26A2 IS SUBJECT TO AN AGREEMENT TO MAINTAIN STORMWATER MANAGEMENT FACILITIES PROPOSED ACSA SANITARY SEWER LINE AND OTHER TECHNIQUES(D.B.5008-83). S (20'ACSA SANITARY SEWER EASEMENT TO BE CENTERED OVER ASBUILT LOCATION) 4. T.M.56-108A IS SUBJECT TO THE FOLLOWING: A. AN AGREEMENT TO MAINTAIN STORMWATER MANAGEMENT FACILITIES AND OTHER TECHNIQUES . EXISTING BOUNDARY LINE BETWEEN T.M.56-26A2 AND (D.B.5008-83) . """"""" T.M.56-108A HEREBY EXTINGUISHED. B. EASEMENTS TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY(D.B.387-393 & 0.8.419-420). APPROXIMATE LOCATION OF AREA WITHIN ZONE AE 5. T.M.56-108A IS SUBJECT TO AN EASEMENT TO VIRGINIA ELECTRIC & POWER COMPANY(O.B.278-45) (100 YEAR FLOOD PLAIN, BASE FLOOD ELEVATION DETERMINED) INSOFAR AS IT MAY APPLY. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAPS, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 510006 0237D). 6. TOTAL ACREAGE(T.M.56-26A2 & 106A)BEFORE THIS SUBDIVISION PLAT: 35.00+/- ACRES AS PER TAXATION RECORDS. LOTS = 17.178 ACRES (INCLUDES FUTURE DEVELOPMENT -LOTS 7 THRU 15 AND LOTS 16 THRU 21) APPROXIMATE LOCATION OF FLOODWAY AREA WITHIN ZONE AE R/W = 1.604 ACRES (100 YEAR FLOOD PLAIN, BASE FLOOD ELEVATION DETERMINED) OPEN SPACE= 16.218+/- ACRES ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAPS, 7. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 510006 0237D). THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS.UTILITIES,EASEMENTS AND/OR COVENANTS THAT MAY EXIST. ......... ••"•••••• PRESERVED SLOPES B. THE ACSA WATERLINE EASEMENTS & THE ACSA SANITARY SEWER EASEMENTS ARE TO BE CENTERED ON .......... THE AS -BUILT LOCATION OF THE UTILITY. 9. THE PUBLIC DRAINAGE EASEMENTS ARE HEREBY DEDICATED TO PUBLIC USE. PRESERVED SLOPES WITH LESS THAN 25% SLOPE (SEE NOTE NO.15 ON SHEET 1 OF 5) 10.THE HOMEOWNERS ASSOCIATION SHALL OWN ALL OPEN SPACE PARCELS. 11.SPARROW HILL LANE AND MCKINLEY LANE (NEW 36'WIDE PUBLIC RIGHT-OF-WAY)ARE HEREBY DEDICATED MANAGED SLOPES TO THE COUNTY FOR PUBLIC USE. 12.MAINTENANCE WITHIN SLOPE AND DRAINAGE EASEMENTS IS THE RESPONSIBILITY OF THE PROPERTY SUBDIVISION PLAT OWNER. VDOT WILL ONLY MAINTAIN WITHIN SLOPE AND DRAINAGE EASEMENTS TO THE EXTENT NECESSARY LOTS 1 THRU 6 AND LOTS 22 THRU 35 TO PROTECT THE ROADWAY FROM DAMAGE. PHASE 1 13.THE SIGHT DISTANCE EASEMENTS ARE HEREBY DEDICATED TO PUBLIC USE AND SHALL BE KEPT CLEAR OF SPARROW HILL VISUAL OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO FENCES, STRUCTURES, AND LANDSCAPING. LOCATED ON U , S . ROUTE 250 (ROCKFISH GAP TPKE . ) ABOUT 0.2 MILE EAST OF STATE ROUTE 240(CROZET AVENUE) 14.AREA REQUIREMENTS: (TAKEN FROM FINAL CONSTRUCTION PLANS FOR SPARROW HILL, WHITE HALL MAGISTERIAL DISTRICT PREPARED BY SHIMP ENGINEERING, P.C., LAST DATED REV #5 05/31/1B) ALBEMARLE COUNTY, VIRGINIA PROPOSED NUMBER OF LOTS = 35 UNITS SCALE: 1" = 60 ' DATE: MARCH 28, 2016 PERMITTED DENSITY = 1.067 DUA REVISED: JUNE 5, 2018 REQUIRED OPEN SPACE (25%) = 8.75 ACRES REVISED: JUNE 21, 2018 REQUIRED UNRESTRICTED OPEN SPACE = 1.75 ACRES FOR REVISED: AUGUST 1, 2018 PER 4.7 (C) (3) (20% OF REQUIRED) . KYLE REDINGER PROVIDED OPEN SPACE=16.218+/- ACRES PROVIDED UNRESTRICTED OPEN SPACE = 6.75 ACRES ROGER W.RAY & ASSOC.,INC. 15.THE PRESERVED SLOPES WITH LESS THAN 25% SLOPE SHOWN HEREON ARE THOSE WITH SLOPES LESS 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 THAN 25% ACCORDING TO THE TOPOGRAPHIC MAP BY MAPPING RESOURCE GROUP. TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 1 OF 5 10510V U d cn "o vre SCALE: 1" = 60' DATE: MARCH 28, 2018 REVISED: JUNE 5, 2018 REVISED: JUNE 21, 2018 REVISED: AUGUST 1,2018 GRAPHIC SCALE 1"=60' 0 60 120 180 LOTS CURVE DATA LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 6°32'34" 218.00 24.89 12.46 24.88 N09°15'34"W C2 6°09'37" 218.00 23.44 11.73 23.43 N15'36'40"W C3 3°10'50" 218.00 12.10 6.05 12.10 N20°16'53"W C4 5°35'56" 218.00 21.30 10.66 21.29 N24°40'16"W C5 7°26'21" 218.00 28.30 14.17 28.28 N31°11'25"W C6 14*51'45" 232.00 60.18 30.26 60.01 N27°28'43"W C7 3*13'03" 232.00 13.03 6.52 13.03 N18°26'23"W C8 31'06'13" 232.00 125,94 64.57 124.40 N01°16'41"W C9 3*15'25" 232.00 13.19 6.60 13.19 N15°54'08"E C10 7-49-51" 232.00 31.71 15.88 31.68 N21°26'46"E C11 20°29'22" 232.00 82.97 41.93 82.52 N35°36'23"E C12 1°31'48" 232.00 6.19 3.10 6.19 N46°37'07"E C13 85°00'00" 21.50 31.90 19,70 29.05 N89°52'51"E LINE DELTA RADIUS ARC TANGENT CHORD I CHORD BEARING C14 3°05'40" 1176.75 63.56 31.79 63.55 S46°04'19"E C15 3°44'42" 1176.75 76.91 38.47 76.90 S42°39'08"E C16 0°38'07" 1176.75 13.05 6.52 13.05 S40°27'43"E C17 3°07'30" 1176.75 64.18 32.10 64.17 S38°34'55"E C18 2*39'16" 1176.75 54.52 27.26 54.51 S35°41'32"E C19 4*01'52" 1176.75 82.79 41.41 82.77 S32°20'59"E C20 5°42'22" 1176.75 117.20 58.65 117.15 S27°28'52"E C21 2°55'15" 1176.75 59.98 30.00 59.96 S23°10'03"E C22 2°35'35" 1176.75 53.25 26.63 53.25 S20°24'38"E C23 38*10'36" 24.67 16.44 8.54 16.14 SO4°06'31"W C24 35'29'13" 33.50 20.75 10.72 20.42 SOS°00'28"W C25 20-06-20" 33.50 11.76 5.94 11.70 S19°47'18"E C26 85°59'06" 33.50 50.27 31.23 45.69 S72°50'01"E C27 11°23'44" 33.50 6.66 3.34 6.65 N58°28'35"E C28 20°26'03" 33.50 11.95 6.04 11.88 N42°33'42"E C29 32'27'18" 33.50 18.98 9.75 18.72 N16°07'01"E C30 61°01'43" 33.50 35.68 19.74 34.02 N30°37'30"W C31 19°32'05" 24.95 6.50 4.29 8.46 N51°05'34"W C32 17°59'56" 24.95 7.84 3.95 7.81 N32°19'34"W C33 0°39'44" 1212.75 14.02 7.01 14.02 N19'23'09"W C34 2°17'37" 1212.75 48.55 24.28 48.54 N20°51'50"W C35 2°24'49" 1212.75 51.09 25.55 51.08 N23'13'03"W C36 3°44'27" 1212.75 79.18 39.60 79.17 N26°17'41"W C37 0*14'37" 1212.75 5.15 2.58 5.15 N28°17'12"W C36 4°04'58" 1212.75 86.42 43.23 86.40 N30°26'59"W C39 3°39'32" 1212.75 77.45 38.74 77.43 N34°19'14"W C40 1°43'27" 1212.75 36.50 18.25 36.49 N37°00'44"W C41 1°10'09" 1212.75 24.75 12.37 24.75 N38°27'32"W C42 1°24'47" 1212.75 29.91 14.96 29.91 N39°45'00"W C43 0°48'45" 1212.75 17,19 8.60 17.19 N40°51'46"W C44 6°21'01" 1212.75 134.40 67.27 134.34 N44°26'39"W C45 95°00'00" 21.50 35.65 23.46 31.70 SOO'07'09"E C46 11'41'24" 33.50 6.84 3.43 6.82 N41'32'09"E C47 38'05'23" 33.50 22.27 11.56 21.86 N16°38'45"E C46 20°46'54" 33.50 12.15 6.14 12.08 N12'47-24"W C49 38°16'31" 33.50 22.38 11.63 21.97 N42°19'06"W C50 96'46'50" 33.50 56.59 37.72 50.09 570°09'13"W C51 11°09'55" 33.50 6.53 3.27 6.52 516°10'50"W C52 28°56'51" 33.50 16.93 8.65 16.75 S03°52'33"E C53 49*37'12" 16.50 14.29 7.63 13.85 S00°40'20"W C54 21°53'56" 16.50 6.31 3.19 6.27 S36°25'53"W C55 5°49'47" 268.00 27.27 13.65 27.26 S44°27'58"W C56 3°43'13" 268.00 17.40 8.70 17.40 S39°41'28"W C57 3°41'48" 268.00 17.29 8.65 17.29 S35°58'57"W C58 13°24'24" 268.00 62.71 31.50 62.57 S27°25'52"W C59 1'32'43" 268.00 7.23 3.61 7.23 S19°57'18"W C60 10"54'35" 268.00 51.03 25.59 50.95 S13°43'40"W C61 5°14'04" 268.00 24.48 12.25 24.48 S05°39'20"W C62 0°21'45" 268.00 1.70 0.85 1.70 S02°51'26"W C63 1°18'22" 268.00 6.11 3.05 6.11 S02°01'22"W C64 3°12'30" 268.00 15.01 7.51 15.00 S00°14'04"E C65 12°13'35" 268.00 57.19 28.70 57.08 S07°57'06"E C66 2°12'13" 268.00 10.31 5.15 10.31 915'10'00"E C67 14°53'58" 268.00 69.69 35.04 69.50 S23°43'06"E C66 3°44'30" 268.00 17.50 8.75 17.50 S33°02'20"E C6m 19*32'42" 182.00 62.06 31.35 61.78 S25°08'14E L: 9°22'35" 182.00 29.78 14.93 29.75 S10°40'35"E MATCH LINE SHEET 4 OF 5 MATCH LINE SHEET 2 OF 5 COURSES ALONG LOT LINES LINE BEARING DISTANCE L1 N00°04'06"W 27.25 L2 N22°58'01"W 7.46 L3 N22°56'01"W 14.39 L4 N55°38'57"W 48.37 L5 NO3°52'15"W 41.72 L6 NO3 °52' 15"W 6.08 L7 N60°06'08"W 25.26 LB N07°20'01"W 76.79 L9 N31°27'30"W 46.02 L10 N31*27'30"W 15.36 Lill NO2°56'00"W 30.01 L12 N15*27'22"E 84.04 L13 N07°53'49"E 19.26 L14 N07°53'49"E 92.45 L15 N21°55'24"E 49.45 L16 N21°55'24"E 17.50 L17 N08°45'08"E 70.14 L18 N56°44'27"W 36.26 L19 N37"51'08"E 31.96 L20 N05°14'48"W 26.13 L21 N31'33'34"E 8.21 L22 N31*33'34"E 19.42 L23 N57°42'36"E 65.81 L241 N14°01'57"E 39.53 L251 N8l'12'37"E 8.60 L261 N81°12'37"E 25.64 L27 N28°27'41"E 44.93 L28 N45'41'35"E 16.20 L29 N45°41'35"E 18.08 L30 N45°41'35"E 20.63 L31 N45°41'35"E 19.17 L321 N55°54'06"E 37.97 L33 N55°54'06"E 31.38 L34 S68°27'25"E 29.26 L35 N45°19'33"E 42,63 L36 N45019'33"E 9.18 L37 N23°18'13"W 34.87 L381 N47°37'49"E 30.22 L39 S43°47'10"E 22.20 L40 N42°10'38"E 74.84 L41 N50°39'36"E 32.70 L42 N50°39'36"E 17.67 L43 S05°59'18"E 30.37 L44 S34°54'35"E 5.82 L45 S34°54'35"E 14.40 L46 S34°54'35"E 23.62 L47 S34°54'35"E 57.99 L48 S34°54'35"E 27.01 L49 S34°54'35"E 62.12 L50 S34°54'35"E 22.88 L51 S34°54'35"E 61.24 L52 S34 °54 ' 35 " E 1.94 L53 S47°22'51"W 30.54 L54 S47022'51"W 5.00 L55 S47°22'51"W 12.36 L56 S47°22'51"W 67.64 L57 S47°22'51"W 59.98 L58 S47°22'51"W 16.38 L59 S47°22'51"W 11.44 L60 S47°22'51"W 7.60 L61 S47°22'51"W 28.02 L62 S47'22'51"W 26.66 L631 N47°22'51"E 8.89 L641 N47.22'51"E 16.22 L65 N47°22'51"E 50.89 L66 N47°37'09"W 4.97 L67 N47'37'09"W 53.23 L68 S47°37'09"E 19.72 L69 S47°37'09"E 45.39 L701 N47°22'51"E 145,46 L71 N47°22'51"E 10.27 L72 N47°22'51"E 0.77 L73 N34 °54' 35"W 31.85 L74 N34'54'35"W 102.32 L75 N34 °54' 35"W 31.16 L76 N34 °54' 35"W 71.15 L77 N34°54'35"W 40.53 L78 N05°59'18"W 13.42 L79 N05°59'18"W 8.44 L80 N05'59' 18"W 14 96 S1 THRU S19 ARE ALONG THE CENTERLINE OF NEW 20'ACSA SANITARY SEWER EASEMENTS (EASEMENT TO BE CENTERED OVER AS -BUILT LOCATION) W1 THRU W17 AND W20 THRU W42 ARE COURSES ALONG THE CENTERLINE OF THE NEW 10'WIDE AND 20'WIDE ACSA WATER LINE EASEMENTS (AS SHOWN) W18 IS ALONG THE CENTERLINE OF NEW 10'PRIVATE WATERLINE EASEMENT, W19 AND W20 ARE ALONG THE EDGE OF THE NEW ACSA WATERLINE EASEMENT AND THE NEW PRIVATE WATERLINE EASEMENT T.M.56-35B1 LOT D JEFFREY ALAN STATON,JR. & CHRISTINA FRAZIER STATON D.B.4543-244 D.B.1898-320 & 321 PLAT I i IRON SET (1995) GL N�64a S88°51'34"W 401.02' U.S. ROUTE 250 LINE BEARING DISTANCE L81 S55°05'25"W 244.04 L82 S55'05'25"W 244.04 L83 S55°05'25"W 226.93 L84 S58°49'55"W 220.61 L85 S75'56'06"W 220.86 L86 N86'57'42"W 191.36 L87 N69'16'20"W 189.14 L88 N52°10'09"W 262.69 L89 N42'37'09"W 265.77 L90 N42°37'09"W 266.54 L91 N42°37'09"W 262.61 L92 N42°37'09"W 205.45 L93 N18°14'31"E 120.46 L94 S59°46'50"E 180.22 L95 N81°24'07"E 24.95 L96 S13*49'19"E 80.25 L97 S55'05'25"W 189.44 L98 N55°05'25"E 204.15 L99 N55'05'25"E 195.48 L100 N55°05'25"E 195.48 L101 N55°05'25"E 195.48 L102 N55°05'25"E 184.02 L103 S35°22'08"E 90.72 L104 S34°54'35"E 66.27 L105 S34°54'35"E 103.85 L106 S34'54'35"E 102.32 L107 S34°54'35"E 102.32 L108 S34°54'35"E 101.42 L109 S34°54'35"E 92.90 L110 S55°05'20"W 38.97 T T.M.56-35C2 LOT B CHARLES E.DIGGANS & LAUREN P.DIGGANS D.B.4864-513 D.B.1679-695 9 696 PLAT _ F- O z LINES L1 THRU L42 ARE ALONG CENTERLINE OF STREAM AS IT MEANDERS MAJOR COURSES SHOWN ILI- I O O CU m w w ui _ cn cn z z H H J _J = _ U U Q Q L3 N, + \ 0 PUBLIOC * \ DRAINAGE EASEMENT,,- v T . M . 56-35C 1 '� \ LOT B L25 L26 + 90 \ \ '� F��' CHARLES E. DIGGANS * + * * * & LAUREN P. DIGGANS a * * LOT 26 D . B . 4864-513 cv D.B.1679-695 & 696 PLAT -J 20,82 * � * * AC. 20, 1 SF + 2� �- � * �- �ip� oti • ,, Dill 2 FOREST AND OPEN ,� ;2%p �� UD113 SPACE EASEMENT �k . % NEW �9 �1 D114 J * * *,� 45' SWM * *FACILITY-O�' \ LOT 28 6� •`� 82 ti , \ \ I + 0.565 AC. 24,626 SF * * T���� O Off/ • ti`� \ \ \ pe * J* NEW 10 ' WIDE �`� Q . / D88 \ * SWMACCESS �D69 LOT 27\ \ ti 0.605 AC \ • 26,372 SF * co + * I 92 NEW 10 ' PRIVATE + D93 DRAINAGE�'S * * ii co I^ D94 EASEMENT 41) h ti + + * � �96 b 6 * u-I 1 LOT 29 (8') Q I I0.490 AC. * �� 121, 370 SF �/ W7 AA3 ~ NEW 20' d F 11 \ A2_ ? C61 PUBLIC 01811 DRAINAGE m - -1 EASEMENT J * I L86 rcn 01� Al I * o� rro NEW 20' W37- I C63 PUBLIC C640 DRAINAGE EASEMENT 1 C65 o LOT 30 ~ 0.535 AC. cn ''\/ 23, 322 SF * + i pJ 1 �I 11g . 35 W6 * , ��1p1 51.E L85 100 \A9 STREAM LOT 31 rn BUFFER 0.564 AC 24,590 SF -� p .rig W� NEW 35 ' SWM 4- ` FACILITlb Y F ° " 5/g 1LOT 32 'P9 co �'� - ; 63 ' ti - Q 0.467 AC. -i p16 oti "t �0 20,353 SF b 10 '3 100 ' NEW 9' Csp STREAM LANDSCAPING A3 *F2��03 l BUFFER AND SIDEWALK EASEMENT LOT 33 Sao' 09 Q2 0.469 AC . NEW 201 �� tia 20 20.450 SF T. M.56-35B to 7 PUBLIC JEANNE TAYLOR RAMSAY .-j DRAINAGE W.B.155-49 :EASEMENT NEW D.B.1566-730 SWM -` D.B.1898-320 9 321 PLAT D. B. 1679-695 & 696 PLAT * * 03 2� rFACILITY�o\,.•' 441 IRON SET NEW \ 1 (1995) � ' ���. SWM �. � -FACILITY- = 25 00 ' 2 ss - p22 8 51 G v 6,3_ L1,\ / 51' p LOT 34 40.476 AC. -11 20,743 NSF - - OPEN SPACE A T 1.005 AC. � �" " 43,772 SF CONCRETE I _ _ 96.61 ' HIGHWAY _ 202.62" _ - MONUMENT - IRON S88°51'34"W 299.23_ CONCRETE (1995) HIGHWAY .1g'43"w SET S80 01.12 (1995) MONUMENT (1995) (80 ' & VARIABLE WIDTH R/W) (D.B.249-522) SHEET 2 OF 5 10510V T.M.56-35( LOT A STEVEN M.RAMSAY & CYNTHIA H.RAMSAY D.B.1679-688, 695 & 696 PLAT A S50 °39' 36"W 19.69' 0 0 cn 00� IRON FOUND SCALE: 1 " = 60 ' N m K AT 15"CEDAR t- L- * i , �. (2017) can DATE: MARCH 28 2018 w w o r REVISED: JUNE 5, 2018 ' REVISED: DUNE 21, 2018 m m �'� •ins • • •�•' _ MATCH LINE SHEET 5 OF 5 � �0 . •' N� ;,� REVISED: AUGUST 1, 2018 z z '� 9 NEW ��� co �tD MATCH LINE SHEET 3 OF 5 z z • I' 1 J J 4- ,� +.. AN TARY' '• '• ACSA`�100,�' GRAPHIC SCALE 1' =60' -� SEWER i .. EAM a a "�<° ,f ' ,jEASEMENT• �: r 2 . . ' BUFFER = -r 0 60 120 180 44, P cn......... W1 THRU W17 AND W20 THRU W42 ARE COURSES ALONG THE CENTERLINE OF NEW VARIABL Oti LOT 23 ALL. , 4_ .. ,� , , m THE NEW 10' WIDE AND 20' WIDE ACSA WATER LINE EASEMENTS (AS SHOWN) WIDTH SWM �0.805 AC. W18 IS ALONG THE CENTERLINE OF NEW 10'PRIVATE WATERLINE EASEMENT, FACYTY 1 pa 35,088 SF im W19 AND W20 ARE ALONG THE EDGE OF THE NEW ACSA WATERLINE EASEMENT AND THE NEW PRIVATE WATERLINE EASEMENT °� v PUBLIC '.',..'.'.''.'.:� *DRAINAGE .''/ . O� ��� NEW IO'WID SWM ACCESS EASEMENT. ,� / O , y EASEMENT , T . M 56F-1-A COMMON AREA �tih CORY FARM HOMEOWNERS +\,� ,� / O o LOT 22 ASSOCIATION, INC. \ O C5p 0.473 AC. 7�' D.B.2667-458 LOT 24 C51 C49 20,593 SF �'� D . B . 1589-192 THRU 195 PLAT ��\ /�f o= 0.475 AC .q 10 C48 LOT 26 \ ! 20,707 SF C52 C47 W29 0.478 AC . = tip NEW 9' * 20, 821 SF Oti _ �9r C53 6 h'�8 AND LANDSCAPING * *� po �� C54 '.0A EASEMENT P, ro / 1- f `D 1121 LOT 25 � mop ^ NEW 20 ' PUBLIC 4�' ,d� :..... .. . . co DRAINAGE EASEMENT D 113 0 584 AC ,k ' ' ; ' ' �.'. < 0,9 < D114 5,435 SF X' S35 °34' 29"W . do / 45' SWM 00�\ �C�' OF. S / 25.90' .i. ;�'.'.' f .. FACILTTYO�� \ NEW 39' 'h� ti�OtiGJ �6 L=20.23' icCO,,'.',:.. �.''.'''.' NEW 10' 2 PUBLIC O ��QO�. C13 <ic'-,F'.. ,'.. ,�'.. , '.. '.. ,�'.. PUBLIC Q DRAINAGE O� QJ �1 <0j `?��',, k. ;�. �. ,' ,r ;.. DRAINAGE � EASEMENT �w r EASEMENT O 6 O. �.. ;�'.. ;�'.. ;�'.. ;�'. '. �'..',� T LINE BEARING DISTANCE W1 N83'50'31"E 11.88 W2 N77'28'09"E 5.00 W3 N62'31'46"E 5.00 1.14 N55°05'25"E 5.00 W5 1\155'05'25"E 11.82 W6 N69°57'10"E 5.00 W7 S72°28'10"E 5.00 W8 S42°37'09"E 10.38 W9 S42°22'51"W 5.00 W10 S45°28'31"W 5.00 W11 S49°51'20"W 5.00 W12 S55°05'25"W 11.50 W13 S55°38'05"W 5.00 W14 S59°39'57"W 5.00 W15 S65022'20"W 5.00 W16 S68°17'35"W 5.00 W17 S60009'32"W 5.00 W18 S10°49'40"W 26.99 W19 S41'i6'29"E 2.95 W20 S41-16-29"El 6.34 W21 N70°16'58"E 5.00 LINE BEARING DISTANCE W22 N67°59'22"E 5,00 W23 N65°34'33"E 5.00 W24 N57°30'32"E 5.00 W251 N52°07'33"E 5,00 W261 N49°32'36"E 5.00 W27 S42'37'09"E 10.38 W28 S59°46'50"E 5,00 W29 N67'36'03"E 5,00 W30 N42°37'09"W 5.00 W31 N42°37'09"W 5.00 W32 N42°37'09"W 5.00 W33 N42°37'09"W 5.00 W34 N48°26'56"W 5.00 W35 N55°51'57"W 5.00 W36 N70°49'03"W 5.00 W37 N88°37'49"W 5.00 W381 S73°43'53"W 5.00 W39 S56'27'16"W 5.00 W40 S55°05'25"W 5.00 W41 S55°05'25"W 5.00 W42 S55°05'25"W 5.00 DBB \ 0 <� �O h0 s tp * ..4.. . .... . ... . . . ',�' COURSES ALONG D89 LOT 27 O �. / �, �! v qua • F44..;,� CENTERLINE OF NEW 20' 0.605 AC. \ Zo NEW VARIABLE Oj�, 01 11 a WIDTH PUBLIC S A p o, ACSA SANITARY SEWER 261372 SF �' <� �10 „� RAINAGE 1��� srp F A3 F46 NEW VARIABLE EASEMENT �' AO i EASEMENT �. �� 0 ` *� (EASEMENT TO BE CENTERED D90 0 �2 j- Q %NEW VARIABLE / '� WIDTH SWM ti 1 /h .1' _ /� S OVER AS -BUILT LOCATION) �;\010 WInTP DRATNAGEIC D57- O - - FACILITY O tit O� 0 EASEMENT i �� C, 6' i°� �tio pj , JS ro , , O` OS06o 61 ��.\ Op �'' v\2 i i 0S�D64-D63 � `9� NEW 10 WIDE SWM ACCESS EASEMENT O \ co �'� J°0 \ �`\,017E 0S 55 °05' 25"E 39.25' 024 * `�\ 01 titi 0Y7 0 Was 'p25� `'' RESIDUE A (8') ' o`�� < * * RESTDUE B �° �\ 2.758 ACRES (o �; J 1p * * ��� 4. 196 ACRES �ti2 FU120,159 SF DEVELOPMENT cv ci W� LOT 6 �* * * 182, 796 SF �' ( �\ \ y NEW 20' 0.459 AC. �a ' ,k ,� ,� ,��\ (FUTURE DEVELOPMENT \• TO 00 �, LOTS 16 THRU 21) NEW 10' \ \ co C61 1 PUBLIC 20, 000 SF �C . * * �` LOTS 7 THRU 15) PRIVATE 016 DRAINAGEEASEMENT `�yQ1 , �'o NEW 9' (�DRAINAGE LANDSCAPING EASEMENT Al C62 ; �� * k * * * * �A` AND SIDEWALK O � NEW 9' \ W37 C63 ��,� d' 9* �� * *� EASEMENT �ti 4�, \ LANDSCAPING \ C64 ; OPG 2 * �` ,� o ,� * ,� r T AND SIDEWALK \ �� {. g�� \.�O ,�S\ 9� s S * * - ��\` ��OT EASEMENT / / % ^ \ \�1 D55 1\ \ ! C65 ! O� „�� I + * * \, � \, \ v D54 LINE BEARING DISTANCE Si 521°04'15"W 134,53 S2 555°05'25"W 94.20 S3 N70°35'25"W 202.61 S4 555°05'25"W 135.09 55 N33'07'39"W 355,57 S6 N16°30'12"W 135.70 S7 N17 °59' 46"E 181.87 98 N46°31'20"E 247.63 S91 N46°23'03"E 68.44 S10 S44°41'28"E 359.92 S11 S32'09'27"E 168.88 S12 N52°10'09"W 92.61 S13 N33°38'43"E 175.71 S14 N40°31'11"E 273.38 S15j NO2°18'17"W 136.02 S16 N23°24'04"E 232.29 S17 N12°03'06"E 207.45 SIB N49°37'31"W 223.56 519 N09 '31-42"El 251.67 , 5ti cn LOT 5 1 4- 9�' * * `, G \ \ °'4D50 _ 51 O !1 ' '�, 0.460 AC. ! ,� ,� \�` ',, m NEW 10' WIDE \ �.� ! I <' FOREST AND OPEN A �,� �, SWM ACCESS \ \�;�v_0 IRON FOUND 28 S Ni ,� * Imo* SPACE EASEMENT ' '`� ��ti u� EASEMENT \ ,o '1, rn �-' '' W6 NEW 9 ' In, It F- * * fi `,, ',, �� _; (2017) 3g LANDSCAPING * + �� �To* + + * ��\ ��`� NEW SWM _ ,\ W N AND SIDEWALK oti * . * �A 0 * * * * N y �, FACILITY �' {L \ EASEMENT �,ti 66 Iv- + + # + + * + `. WZ �i D53 S42 °47' 43"W * * + + * * `� 10aP • 4`' NEW 20' 1 68.52' LOT 4 �S� * ,� . * . ,M 56� • 6p2. �.L PUBLIC I T. M.56F-1-48 0.459 AC. �`� ,� OZ ,� ,�s,,.••�:M,56"2 DRAINAGE I� LOT 48 �6 0, 20, 001 SF \ ti rocs �� �, 15 w 2 EASEMENT ERICH J. BACHER G 1 S� \ do NEW 20 '* ,9 �0 * * ; �• • •' * p `� �, cS W2 I o CARLEY PAVELKA BACHER LOT 32 ��O \' `"9 �9p \O�,T \ PRIVAT +,`D * °� .. ••' * o T i ' D. B. 4356-280 S \ -DRAINAGE * . •I NEW 10 ' *, co 1 D . B . 1597-210 THRU 219 PLAT 0.467 AC T p0 EASEMENT.. •Fq� ..PRIVATE �� •'+ S31 °50'27"W 20,353 SF �p s�� �� 6 \00° ```.,••' *•' �c�, \ DRAINAGE, �`� �'w NEW 41.57' NEW 9' S 'L 0 <� \ •.\'' _ EASEMENT' W21 20 ' ACSA o '• v '�• � do \ S31 °50 27"W LANDSCAPING AO ��y �' °� \ w 0 D W1 N n SANITARY AND SIDEWALKOAS q`'` . N U SEWER 32. 78' EASEMENT O i. \ `� * ° OA w EASEMENT '� - - EASEMENT 33 Ao ' �. - \O� 3 �, S22 ° 12 17 " W 51.30 ' 02 0.469 AC.� `9 Q••• - `9 \ 3 "' �'°�S� NEW SLOPE EASEMENT tiA' 0 20, 450 SF LOT 3 \ \ .1 '� \ ° ti cv �, (SEE NOTE 12 ON SHEET 1 OF 5) .•�(� S 0. 459 AC.036 \ NEW 32' ti°'' % c' c.�� �'° 5 = S22 °12' 17"W 20.72' 20,000 SF( o, \ �`* o // , , PUBLIC C24 CQ L9 - NEW ACSA T. M.56F-1-49 NEW `� s v0 G� 'L� \ \ �SWM� ��i / r�"�r ' DRAINAGE p C29 - WATERLINE s O EASEMENT i �9 25, C28 W19 LOT 49 `S \ �' O A W20 EASEMENT DONALD P.GILLILAND C��Ca` ��o �`�ZLOT 2 \O \\ d /�� // �<o• ,�`�,� `�O \�� i� �' %C27 =- S12°10'27"W D.B.3636-164 . r o�� ' • ti J °' 0.459 AU. \�0 \ /O / 6�.' * .�S �� i 6�, i '1 '' , C26 51.08 ' D . B . 1597-210 20 000 SF \ / / Fes' `��� c�°�' i �ti _ W18 THRU 219 PLAT �, \ 1� �0 \ 2�• 2 * �� v,- NEW 10'PRIVATE NEW 20' .y s NEW 20' v / ��. * * ,�co i / - -'•, N� WATERLINE ESMT. S C C PUBLIC �` J PUBLIC �1 / 0 k / U` S02 02' 43"E OPEN PA E \,) DRAINAGE �� �j DRAINAGE O`Z //\�°' 0.'� 0 m �T SOD SL1 16. 04' 9 Iv \ 0.050 AC. T �` NEW �� EASEMENT 0 \s0 EASEMENT "���* + ,� 0,9 �� NEW / Io co S02 °02'43"E 2� 171 SF * `o- p \� 3 Fsa ,* ��� 20'ACSA 40.33' AND NEW VARIABLE * �\0. SWM , , \0�9 ,9 ns V� , /^ S `-� SANITARY \ WIDTH ACCESS EASEMENT FACILITY-2� �- \ i02� i 00 SEWER '� '�`� �OZ /OZoi �A2 /5 2�. LOT 1 �3 S EASEMENT 5 S7 10.20'7"W \� �, O LOT 35 rn w / 0.459 AC. 5 OC PIPE FOUND 40. 076 AC. _�� �ti S 0.478 AC. `� °' 20, 000 SF S NEW 20 ' (2017) T . M . 56F-1-A �, \ O PUBLIC COMMON AREA 20, 743 SF \ \ 20, 815 SF N W2 0RY \O 8'x 12'SIGN �,°�� EASEMENT S19°51'20"E COASSOCIATIIONEONCERS * \ NEW 10 ' PRIVATE ', EASEMENT � 93.61 ' D . B . 2667-458 D.B.1589-192 O� \ \O� DRAINAGE o c� * EASEMENT 1 L78 1 (12.00') 00' REAR SETBACK LINS19 °51' 17"E E (TYP) THRU 195 PLAT \ 8.19, ! cn L79 W1 392.98' 12.67' 96.61' _j L80 1 52.65 " 445.63' COURSES ALONG 01� (57' )- S88°47'49"W 448.73' 53.83' 36.13' IRON NEW SLOPE EASEMENT CONCRETE N810 u 35„w SBB'51'34"W 546.88' FOUND OD HIGHWAY 101, (32.22') MONUMENT 12 L(B. 00 1) OPEN SPACE B (1995) (1995) CONCRETE 0. 121 AC. 1 O HIGHWAY NEW 10' WIDE (12.43) 5, 258 SF MONUMENT SWM ACCESS U.S. ROUTE 250 (80' 6 VARIABLE WIDTH R/W) kt (1995) EASEMENT (D B 249-522) �A"\ LINE BEARING DISTANCE SL1 S88°46'09"W 2.03 SL2 N14°05'59"W 40.85 SL3 N62°51'59"E 10.27 SL4 S67°47'43"E 27.57 GL SHEET 3 OF 5 10510V COURSES ALONG EDGE OF FOREST AND OPEN SPACE EASEMENT LINE BEARING DISTANCE F1 N38°22'33"W 262.69 F2 N73°29'09"W 53.65 F3 N32°19'18"W 7.73 F4 S01°21'14"E 30.00 F5 S80°30'07"E 34.26 F6 N48°48'15"E 13.33 F7 N26°58'31"W 84.24 F8 N07°54'33"W 26.78 F9 N21°25'12"E 38.07 F10 N12°47'11"E 67.12 F11 N75'20'40"E 22.49 F12 N33°53'17"E 20.74 F13 N08°16'08"W 58.04 F14 N25°47'51"E 30.82 F15 N01°52'57"W 45.01 F16 N27°16'04"E 42.49 F17 N76°33'10"E 23.43 F18 N32°21'10"E 34.81 F19 N34°54'22"W 39.38 F20 N50°31'22"E 159.86 F21 N30°06'46"W 112.56 F22 S30°06'46"E 114.15 F23 N79°35'33"E 8.70 F24 N40°33'22"E 236.08 F25 N06°29'44"W 88.16 F26 S02°25'46"E 107.13 F27 S77°46'39"E 32.74 F28 S18°44'09"E 23.23 F29 S52°53'52"E 13.39 F30 S05°09'10"E 29.94 F31 S01 °50 ' 30" E 21.32 F32 S65°52'25"E 89.26 - S66°23'43"E 33.82 1 34 S06°38'01"W 66.94 F35 S60°06'53"W 69.63 F36 SO4°02'06"E 28.41 F37 S19°10'07"E 26.52 F38 S27°23'12"E 31.79 F39 N67°51'27"E 26.41 F40 S43°12'51"E 9.66 F41 S07°15'38"E 10.05 F42 S59°31'29"E 8.71 F43 N66°41'08"E 22.59 F44 N84°16'56"E 22.87 F45 S38°27'17"E 20.42 F46 S73°52'51"E 34.17 F47 S75°41'46"W 19.62 F48 S28°48'49"W 19.70 F49 S21'46'23"E 60.92 F50 S31°09'25"W 29.08 F51 N35°35'58"W 241.55 F52 N04°54'03"W 63.93 F53 N41°36'49"W 51.40 F54 N34°06'59"E 81.38 F55 N32°55'35"E 31.26 F56 S28°32'01"E 43.19 F57 S66°20'37"E 39.52 F58 S38°25'13"E 329.26 F59 S25°26'18"E 25.28 F60 S29°18'30"W 55.07 F61 S57'40'01"W 47.85 F62 N37°09'57"E 16.25 F631 N59'33'52"E 36.53 F64 N47°04'09"E 31.55 F65 S45°33'06"E 46.65 F66 S17°09'18"W 25.11 F67 S10°45'08"E 32.68 F68 N71°57'09"W 93.27 F69 N48°04'36"W 10.37 F70 N55°05'25"E 48.36 GL LINE I DELTA I RADIUS I ARC I TANGENT I CHORD ICHORD BEARING FC1 110'10'39" 50,74 97.56 72.70 83.21 N25°11'42"W COURSES ALONG CENTERLINE OF NEW 10'WIDE SWM ACCESS EASEMENTS LINE BEARING DISTANCE Al N83°48'50"W 61.46 A2 N42°56'33"W 21.71 A3 N26°17'06"W 10.66 A4 NO2°57'35"W 8.96 A5 N09°06'42"E 74.90 A6 N09'06'42"E 55.37 A7 N21°39'03"E 29.92 AB N26°12'17"E 22.33 A9 N32°19'06"E 34.63 A10 N66°22'51"W 21.31 All N45'31'18"W 55.83 Al2 N42°13'45"W 7.39 A13 N66'25'45"E 119.53 A141 S41'04'14"E 82.50 GRAPHIC SCALE 1"=60' a 0 60 120 160 m cn �. i a f- o T.M.56-35I z 0 H Cc EXISTING RIVANNA WATER AND SEWER AUTHORITY 30'SANITARY SEWER RIGHT-OF-WAY S38 °01 ' 11 "E (D . B . 815-55, 57 PLAT) 22.05' i 25„E 143 ?2i..: S68 °41' 45"E 1 r. .'..'.'.'.'.'..'.'.'.'.'.'.................. S43 °56' 45"E S78 41.74' 94.22'N�5°gA6o8, ':. N � •Z °�i• U. H . *...... - -....:. i. .. •...y. . :: :':':'::':':'::'::: :::':::::':'':::::* :'::::::::'* ::::: :::::* :::::::::'�k:* ::: . .• ,•, ,cl)/ ... .. 100'STREAE -:� . M BUFF ,.•.,.,:•' . STREAM t .. �k * * * * * * * �k �.....:.'. :.. �.;.. BUFFER * * * * * * * * * + * �'� ' ' 4-,' ' 4-,. ' 4- ''.+ FOREST AND OPEN SPACE EASEMENT + * + + * * * * - + + * + + * + + + * + * OPEN SPACE 0 + • + • • . * * . . . * . * * * . . . . * + * * + 15. 04+/- ACRES [ram . . * � + + + + * * * + + + * + + * co I T.M.56-35H + se L, Ln Li- Li- O O cu m w w w w _ _ SCALE: 1 = 60 ' MATCH LINE SHEET 4 OF 5 T. M.56-35C2 m m DATE: MARCH 28, 2018 LOT B MATCH LINE SHEET 2 OF 5 CHARLES E.DIGGANS w w REVISED: JUNE 5, 2018 & LADUBE4864D513ANS� H H REVISED: JUNE 21. 2018 D . B . 1679-695 & 696 PLAT �' REVISED: AUGUST 1, 2018 m: m: L3 SHEET 4 OF 5 10510V COURSES ALONG NEW PUBLIC AND NEW PRIVATE (AS SHOWN) DRAINAGE EASEMENTS AND STORMWATER MAINTENANCE FACILITY EASEMENTS GRAPHIC SCALE 1"=60' 0 60 120 160 T.M.56-35I EXISTING RIVANNA WATER AND SEWER AUTHORITY 30'SANITARY SEWER RIGHT-OF-WAY (D . B . 815-55, 57 PLAT) S78 °23' 40"E E 94 22 ' 16„ E A N�3 A g� 6'I 2g .92 / N�5'101 ' 60 U a ch cn i a F-- cc 0 z 0 H cc co -- L� Cicle GH13 2q„E 18467 ' 0 XISTING..:...; ........ .... ..................................... .......... .. .. . ................................... ...... :c. •a �I`..... *..... * .. g:::::'::':':::.::::::.:::::.::.:::'::I ... .. .•.i .... ;j ::: ;.... : ::,� :::: , ::::: ::,� :::: �:::::. . ........'...•.•.•.•:•:*.'.•.................:::':::':: ':•:........ * ............. * ........:•:•:'.. •:•:•:.....:•:•:•: :::::::* :::: FOREST AND OPEN ::::: ':•:•:•:• :I I SPACE EASEMENT `i 1.' i UD ..'................................. I ........ I .......... .. ........................ j ............................................................. ..... .....:.... ..... .......... ..... .......... *.....* .....*.:':.....::...::.*::..: *:.... :...:*...:. *.::::* :.::::.: a I...... :. *:::: ::::. ...F.... ...... ....:.. ............... ... .. � �.' 0 1 ..... :.','.. :.:::::':::'::::::'::::::::•:•*':•:•:•:•: :::::::::::'S :::::'*'::'::: ':•:':':•::::::: .. ...... ..... .............•.... ........... ........... ..... 1 ''..... I ...... ..'I 3 '.'.... �' ::.. .. im * * ..:. .::::' .... :::::' '::::: ':::: '.......::: :':::: :..: : o •' * OPEN SPACED * . ' . .�- . . . * . * I 11 15.04+/- ACRES LINE BEARING DISTANCE D1 N50°47'52"W 47.46 D2 N37°49'05"W 18.43 D3 N37°44'32"W 30,29 D4 N40°58'31"W 17.88 D5 N43°25'45"W 13.33 D6 N43°25'45"W 5.60 D7 S53°57'01"W 38,06 DB N36°02'59"W 168.50 D9 N52°04'21"W 107.16 D10 N75°59'41"W 63.85 D11 N28°26'11"E 47.12 D12 N16°56'09"W 5.08 D13 N16°56'09"W 81.47 D14 N16°56'09"W 11.15 D15 N06'47'20"E 91.29 D16 N06'47-'20"E 15.25 D17 N73'07'13"E 41.16 D18 N73°00'55"E 66.50 D19 N73°51'57"W 44.71 D20 S55°05'25"W 73.30 D211 S35°59'09"E 167.51 D22 S53°57'01"W 11.97 D23 N30°47'15"E 46.00 D24 S72°21'12"E 8.76 D25 S72°21'12"E 75.83 D26 N55°05'25"E 65.96 D27 N45°28'59"E 37.72 D28 N34°54'35"W 63.42 D29 N34°54'35"W 72.93 D30 N42°35'29"W 29.65 D31 N42'35'29"W 34.35 D32 N28'21'25"E 73.71 D33 1,128°21'25"E 4.30 D34 1,122°20'52"W 51.50 D35 N22°20'52"W 22.21 D36 1475°09'28"E 47.89 D37 S50°58'29"E 7.19 D38 S50°58'29"E 126.16 D39 S64'48'40"E 15.48 D40 N59°45'17"E 30.33 D41 N66°02'58"E 16.50 D42 S72°06'13"E 23.59 D43 S64°47'29"E 32.41 D44 S05°43'59"E 66.25 D45 N00°20'56"W 62.66 LINE BEARING DISTANCE D46 N87°52'49"W 14.46 D47 NO2°07'11"E 36.86 D46 NO2°07'11"E 7.55 D49 NO2°07'11"E 32.34 D50 S87°52'49"E 18.95 D51 S87°52'49"E 21.05 D52 S02°07'11"W 78.75 D53 N87°52'49"W 25.54 D54 N15°45'50"W 26.51 D55 N38°05'45"W 42.10 D56 N54°07'31"E 72.41 D57 S81°15'59"E 29.17 D58 S49°00'51"E 5.04 D59 N33°50'08"E 44.27 D60 S49°00'51"E 12.14 D61 N87°53'22"E 38.90 D62 S02°06'38"E 30.00 D63 S87°53'22"W 3.14 D64 S87°53'22"W 59.47 D65 N41°18'21"W 38.12 D661 N18°21'20"E 18.87 D67 S37°04'58"E 31.53 D68 S33°57'00"E 26.37 D69 S35°25'26"E 76.58 D70 N48°39'20"E 8.49 D71 348°39'20"W 7.77 D72 1-445°21'27"W 108.69 D73 N45°21'27"W 80.45 D74 N83°41'42"W 17.04 D75 S44°24'59"W 148.63 D76 N42°37'09"W 30.57 D77 N25°52'05"E 77.25 D78 N25°52'05"E 7.37 D79 N42°37'09"W 112.23 D80 S52°32'10"W 32.99 D81 S52°32'10"W 34.73 D82 S 2'5 3 "W 2 10 1 5.88 D831 N38°07'48"W 45.00 D84 N52°32'10"E 113.41 D85 S37°27'50"E 31.63 D86 S37°27'50"E 13.37 D87 S52°32'10"W 29.29 D88 S31°08'24"W 50.96 D89 S36°25'54"W 10.68 D90 536°25'54"W 27.00 T.M.56F-1-A COMMON AREA CORY FARM HOMEOWNERS ASSOCIATION,INC. D.B.2667-458 D.B.1589-192 THRU 195 PLAT . . . . . . . . . . . . . . . _ � * c i NEW 20' ACSA . . . . . . * . . . . * * . * _ � SANITARY . . . * . . . * . . * . . * . * SEWER EASEMENT . . . . . . . . * * * * * . . . * * . * . * * * * . . . * � S55°15'36"W 26.88' . . . . . . * * . . . . . . * .I� -. V___S12*42'33"E 84.70' * . . . . . . . . . * * . . * . * . . * . . * * .(o � S83 °11'25"W 25.84' . . . . . . * . . * . * ��Q •� * * / � / ' S23 °05' 36"W 22. 08' * * * .� .�� .� S39 °24' 39"W 29. 16' * * * * * * * * . * * �� * * * k___S06*5O'53"W 52. 24' N66 *, . . . . * + •k + * . sg , � . . * . * . * . * . . / S60°08'23"W 62.69' /++ + + P . . * . �-S28 °42' 20"E 19, 77' Lo Ln * a2� A S50'39'36"W 19.69' * T �1 0 0 �1, * cn�IRON FOUND cv m K oiAT 15"CEDAR w w i , ��� (2017) w w Po i _ _ c. m m �* ), .. cn' i..... MATCH LINE �� iLO .'. MATCH LINE w w z z NEW '� 20'ACSA •� (SANITARY' ' ' 100' c=� , ! SEWER ' .i .. .. < ��� j EAM EASEMENT y ., . 2 %. • BUFFERGL LEGEND: SWM * + 10' S- 10' STORMWATER MANAGEMENT LINE BEARING DISTANCE D91 S21°39'03"W 27.98 D92 S05°00'06"W 14.80 D93 S09°20'08"E 10.38 D94 S19°27'58"E 14.84 D95 S22°20'25"E 9.96 D96 S00°00'00"W 10.04 D97 S16°52'58"W 13.09 D98 N43°54'31"E 45.56 D99 S30°06'46"E 9.78 D100 S50°03'35"E 23.39 D101 N37°41'32"E 108.47 D102 N40°48'18"E 62.28 D103 S49°08'10"E 19.93 D104 S40°51'50"W 6.66 D105 S32°39'13"E 20.95 D106 S43°33'10"W 10.87 D107 S43°33'10"W 9.13 D108 N46°26'50"W 19.08 D109 S40°48'31"W 29.69 D110 S37°41'32"W 129.17 D111 N49°45'29"W 9.66 D112 S69°15'00"W 36,26 Di S48°04'49"W 14.86 D114 S33°36'52"W 2.64 D115 N51°42'49"W 20.00 NEW STORMWATER MAINTENANCE FACILITY EASEMENT NEW FOREST AND OPEN SPACE EASEMENT NEW SLOPE EASEMENT (HEREBY DEDICATED TO PUBLIC USE) PROPOSED ACSA SANITARY SEWER MANHOLE PROPOSED 20'ACSA SANITARY SEWER EASEMENT TYPICAL PROPOSED ACSA SANITARY SEWER LINE (20'ACSA SANITARY SEWER EASEMENT TO BE CENTERED OVER ASBUILT LOCATION) • • • • • • • • • • ° • • • • • • EXISTING BOUNDARY LINE BETWEEN T . M . 56-26A2 AND T.M.56-108A HEREBY EXTINGUISHED. ................. ' APPROXIMATE LOCATION OF AREA WITHIN ZONE AE (100 YEAR FLOOD PLAIN,BASE FLOOD ELEVATION DETERMINED) ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAPS, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 510006 0237D) 4. APPROXIMATE LOCATION OF FLOODWAY AREA WITHIN ZONE AE (100 YEAR FLOOD PLAIN, BASE FLOOD ELEVATION DETERMINED) ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAPS, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 510006 0237D) SHEET 5 OF 5 SHEET 3 OF 5 PRESERVED SLOPES PRESERVED SLOPES WITH LESS THAN 25% SLOPE (SEE NOTE NO.15 ON SHEET 1 OF 5) MANAGED SLOPES SCALE: 1" = 60' DATE: MARCH 28, 2018 REVISED: JUNE 5, 2018 REVISED: JUNE 21.2018 REVISED: AUGUST 1,2018 SHEET 5 OF 5 10510V