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HomeMy WebLinkAboutSUB201500126 Plat - Approved 2015-12-22STATEMENTS AND SIGNATURES OWNER OF LOT D2 d. CHRISTOPHER AT STONEFIELD, LLC 10461 WHITE GRANITE DRIVE Q �v e SUITE 103 /� �Y-,�.�a��nt�C� "` 4 OAKTON, VA 22124 t'� SOURCE OF TITLE f THIS IS THE SAME PROPERTY CONVEYED UNTO CHRISTOPHER AT STONEFIELD, LLC, BY THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DEED BOOK 4645, PAGE 685 RECORDED JULY 7 2015. OWNER'S CONSENT THE CREATION OF THIS EASEMENT ON THE 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. REPRESENZATE F C RISTOPHER AT STONEFIELD, LG ATE NOTARY} r .Lr � CITY/COUNTY OF: I GGfiL�JGCl/ STATE OF VIRGINIA f THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF / /7,f�iy�'! �( 20Z-S BY r, )-d k f, 9( "P_ e a, .l r - (PRINTED NAME OFIP RSON SEEKING ACKNOWLEDGEMENT) Laurie E. Strong, ID No. 751072$ NOTARY—P BLIC SIGNATURE _ Notary Public Comm. Of Virginia NOTARY REGISTRATION NUMBER: -7/0� l4' My Commission Expires November 30, 2015 MY COMMISSION EXPIRES: OWNER OF INGLEWOOD DRIVE ALBEMARLE REALTY (E&A), LLC 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (301)652-7400 SOURCE OF TITLE PLAT SHOWING SUBDIVISION OF STONEFIELD LOT D2 OP 0 QgJp pQQ�s FASHION SST SQUARE MALL ALBEMARLE WHIrEW00D HIGH SCHOOL ROAD POST S1T� ' RG� OFFICE � ,If,L'QOp p� SEMINOLE G� SQUARE SHOPPING CENTER US _ NW_-2950 ,6YP O v� �o THESE ARE A PORTION OF THE SAME PROPERTIES CONVEYED UNTO ALBEMARLE REALTY (E&A), LLC, BY THOSE CERTAIN DEEDS DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DEED BOOK 4135, PAGE 384 (DEED OF SALE, RECORDED FEBRUARY 21, 2012) AND DEED BOOK 4135, PAGE 249 (DEED OF CONSOLIDATION, SUBDIVISION, DEDICATION AND EASEMENT, RECORDED FEBRUARY 21, 2012), AND FURTHER IDENTIFIED BY A CERTIFICATE OF PLAT IN DEED BOOK 4135, PAGE 215. OWNER'S CONSENT THE CREATION OF THIS EASEMENT ON THE 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 STATE ` ENTS AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. REPRESENTA- E OF ALBEM5RL R LTY (E&A), LLC ATE NOTARY STATEOFARYLA CITY/COUNTY ND� n�j THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS / DAY OF &416�h Inter BY D e1 S A (PRINTED NAME OF PERSON $ EKING ACKNOWLEDGEMENT) NOTARY PUBLIC SIGNATURE ' ` OTAR NOTARY REGISTRATION NUMBER: o�. UB L1�.;©* MY COMMISSION EXPIRES: 0140 tom' SURVEYORS/ENGINEERS CERTIFICATE: ,;"���MEF tiG©*1*1' I HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT ALL OF THE REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE COUNTY, VIRGINIA, REGARDING THE PLATTING OF SUBDIVISION AND EASEMENTS WITH THE COUNTY HAVE BEEN MET. THE PROPERTY CORNER MARKERS SHOWN AND DESCRIBED ON THE PLAT ARE IN PLACE. 6,�Z� -71,� 62�1� SURVEYOR OR ENGINEER DATE VICINITY MAP SCALE: 1 `2000` EXISTING NOTES 1. THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. 2. ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) FOR TMP 61W-3-19A AND 61 W-3-19B. SUBJECT TO ZMA 2001-007, ZMA 2008-003, ZMA 2011-004, ZMA 2011-007, AND ZMA 2013-009. 3. STATEMENT PERTAINING TO PRIVATE STREETS: SOME OF THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILLL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 4. PUBLIC WATER AND SANITARY SEWER SERVICE IS AVAILABLE AT THIS SITE. 5. BASED ON A GRAPHIC EXAMINATION OF FEMA MAP NUMBER 51003C 0278D, DATED FEBRUARY 4, 2005, THIS PROPERTY LIES OUTSIDE OF THE 100 & 500 YEAR FLOODPLAINS. 6. THIS PROPERTY LIES WITHIN THE MEADOW CREEK WATERSHED AND DOES NOT LIE WITHIN AN AGRICULTURAL —FORESTAL DISTRICT. 7. THIS PROPERTY IS NOT RESTRICTED BY A STREAM BUFFER. 8. ALL UNREFERENCED EXISTING EASEMENTS AS SHOWN HEREON ARE TAKEN FROM A PLAT BY WW ASSOCIATES ENTITLED "PLAT SHOWING SUBDIVISION OF STONEFIELD" DATED 11 /10/11 AND RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DEED BOOK 4135, PAGE 215. 9. TMP 61 W-3-23 CONTAINS BUILDING SITES THAT COMPLY WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 10. NEW WATER AND SANITARY SEWER EASEMENTS FOR ALBEMARLE COUNTY SERVICE AUTHORITY SHALL BE CENTERED ON THE UTILITY AS INSTALLED. 11. MONUMENTATION WILL BE SET AT ALL PROPERTY CORNERS AT COMPLETION OF CONSTRUCTION. — — — —R/W— — — —R/W— — - - —R/W - - --R/w— LINETYPE LEGEND ADJACENT PROPERTY LINE ADJACENT RIGHT—OF—WAY BOUNDARY PROPERTY LINE BOUNDARY RIGHT—OF—WAY EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER NEW — — — —R/W— — — —R/W— — - - —R/W - - —R/W— IN TIE TO CORNER OF � I I 4w i ry 61K-6-B-4 / 4� ENJAMIN B. AND TINSLEY WHITE 411, PG. 197 / \ Igo v\1 11 �° / ✓OINr E °�.0 DB c 'Ale.ti0 D8 2 IRF C�j� HU _�- OHU �- �"' -► .'OH.U.�"'-.- OHU 0HU _ OHU _ 37'E- 425. oclu _ 0 75' --- NS DOSS / EX VEPCO ESMT 08 418 PG 578 I -1 POINT OF BEGINNING: DB 986 PG 70 I C2 0 15' DRAINAGE ESMT-< / ±250' TO INTERSECTION 08 940 PG 212 WITH COMMONWEALTH DRIVE i 0 a 0 IRF-\ l EX VEPCO ESMT i i 138'29' 1 1 "W 69.94' I EX VARIABLE WIDTH EELE POWER ESMT I DB 4160 PG 199 IRF- I I I o . N58' 10'32"W 88.97' (TIE LINE) !t� w o I o . o I I ti LOT D2 TMP 61W-3-23 CHRISTOPHER AT STONEFIELD, LLC DB 4645 PG 685 DB 4135 PG 215 (PLAT) 5.487 AC (ORIGINAL) ZONED NMD II - -- - --__- (_ 7 - 160.4 _ ----- 3�.f--L8 - I - - IPS IFS INGLEIWOD. IPS - t -\ �' I (PRIVATE) IPS y � S o IPS 1NOGEtY00� 3, �,w I _IPS �- It�t I f a I I I I I I I I 1 I I TIE TO CORNER OF RIGHT OF WAY t- EX 15' POWER ESMT 08 4160 PG 199 EX 15' CENTRAL TELEPHONE COMPANY ESMT 08 4282 PG 743 LEGEND ® IPS O IPF O DRILL HOLE ® HVAC PAD IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 50' % m m ! 6mmmi 50' 0 50' I � �► I I i I I I I-T I I I I I I �I I-T ITI I I I I I I j � I .� I I I I TF-7 � -1---- 1 I I I I Y .B.IWf 9S7TF,J . EpLD,,, SECTION LA 0.GP7-2426 P D. 25PTI T .8. ��4 NE2RP 689 PATZOUSE10 AND R15;RES D _0I LITDRAINAGEUZT DB704,G 5£ASEMN 1 UI I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I II I I I I I I I I I I I I I I I I II I I I (PLAT) EX VEPCO ESMT DB 418 PG 578 DB 986 PG 70 I I IL5 J I J O O � J J o o I � I I I I I I I I I o ^' o 9 IRF 9 a I I r=-1 � f � I N42'40'09 LJ o 40¢, 9, Ik EX 23' LNG ESS� EG�R� o~ 1 IRF- SEMENT FOR UTURE ' HOL TON STREET XTENSION 4135 PC 249 LINE TABLE LINE # BEARING LENGTH L 1 N58' 10'32 "W 14.43' L2 N49'04' 12 "W 79.09' L3 S28'23'17"W 45.35' L4 S42'3536"W 43.64' L5 S3521 ' 13 "W 23.00' L6 S27' 10'48 "W 38.69' L7 S09'38'47"E 12.73' L8 S35'21 ' 13 "W 20.53' L9 S37'38'41 "W 21.75' CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C1 59.15' 1112.92' 003'02'42" 59.14' S47'32'51 "E C2 140.18' 1105.92' 007'15'45" 140.09' S38'47'58"E C3 92.37' 226.50' 023'22'01 " 91.73' S23'40'12'W C4 47.02' 178.50' 015'05'39" 46.89' N19*32'01 "E C5 22.03' 119.50' 010'33'50" 22.00' N32'21 '46"E C6 18.34' 24.50' 042'53'21" 17.91' N59'05'22'E SYR EGRESS LEASEMENT \ EX 20' ACSA I I DB 4135 PG 215 PLAT �EXUBLIC WATER EASEMENT DRAINAGE EASEMENT DB 4391 PG 331 I z LOT D3 DB 4135 PG 249 61W-3-24 DB 4135 PG 215 PLAT EX GASLINE �{. MACFARLANE STONEFIELD, LLC I ERSEMEi SEWER EASEMENT DB 416165 PG 001 DB 4186 PC 321 PARCEL 1 I I) I DB 4135 PC 215 ZONED NMD (PLAT) I I 08 4391 PC 331 TMP 61W-3-19A ALBEMMAPLELIPLACE DB 4135 PG 249 DB 4135 PG 215 (PLAT)I 29.568 AC (ORIGINAL) ZONED NMDI I I II I I I I I I I I I I i c� EARL W. MOTTLEY Lic. No. 1625 - SURv INGLEWOOD DRIYE I I ® W-- SHEET 2OF10 SURVEYORS unENGINEERS DRAWN BY: TO PLANNERS REVIEWED BY: EWM ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 134.316.6080 Phone: 434.984.2700 WWA NUMBER: www.wwassa:iates.net 214075.06 EX 15' POWER ESMT `OB 4160 PG 199 PARCEL 1 TMP 61W-3-19A ALBEMARLE PLACE EAAP, LLC DB 4135 PG 249 DB 4135 PG 215 (PLAT) 29.568 AC (ORIGINAL) ZONED NMD PROJECT: 08 I I I I I I ^ ^ rn I O CN ICN I I LjqOE2 TMP 6 T E HAVEN ALD, LLC OB 41DB 4135 ( LAT) RF /UNLU NMI IR I a x -DRILL HOLE FND DRILL HOLE SET ORIGINAL BOUNDARYI PLAT SHOWING SUBDIVISION OF STONEFIELD LOT D2 (TOWNHOMES) JACK JOUElT MAGISTERIAL DISTRICT ✓Q� ALBEMARLE COUNTY VIRGINIA FILE NAME. SCALE: REVISION: - DATE: 407506-V-2.dwg 1 "=50' - 71612015 C- J 01 0 h / v c .2 v .a 0 0 0 16 / 0 s c 3 i° I q) W 0 N �-1 LINE TABLE LINE TABLE LINE # BEARING LENGTH LINE # BEARING LENGTH L1 N49'04'12"W 23.61' L38 N42'3937"E 22.03' L2 N49'04'12"W 22.10' L39 N42'39'37"E 23.53' L3 N49'00'50"W 22.11' L40 N43'47'54"E 23.57' L4 S35'21'13"W 32.23' L41 N43'47'54"E 22.05' L5 N54'38'47"W 22.00' L42 N43'47'54"E 11.67' L6 S35'21'13"W 2.00' L43 N39'52'37"E 10.36' L7 N54'38'47"W 22.00' L44 N39'52'37"E 22.00' L8 S35'21'13"W 2.00' L46 S35'21'13"W 21.50' L9 N54'38'47"W 23.50' L47 S35'21'13"W 20.00' L10 S36'07'38"E 10.33' L48 S35'21'13"W 20.00' L13 S54'38'47"E 22.00' L49 S35'21'13"W 20.00' L14 S54'38'47"E 22.00' L50 S35'21'13"W 20.00' L15 S54'38'47"E 23.50' L51 S35'21'13"W 21.50' L16 N36'07'38"W 23.50' L52 N34'31'17"E 21.50' L17 N36007'38"W 22.00' L53 N34'31' 17"E 20.00' L18 N36'07'38"W 22.00' L54 N34'31'17"E 20.00' L19 N36'07'38"W 22.00' L55 N34'31'17"E 20.00' L20 N36'07'38"W 23.50' L56 N34'31'17"E 20.00' L21 N84'33'15"E 10.95' L57 N34'31'17"E 21.50' L22 S61'39' 10"E 8.22' L58 S54'38'47"E 51.05' L23 S36'07'38"E 14.86' L63 S35'21'13"W 21.50' L24 S36'07'38"E 22.00' L64 S35'21'13"W 20.00' L25 S36'07'38"E 23.50' L65 S35'21'13"W 9.35' L26 N39'52'37"E 23.50' L66 N04'50'13"W 13.95' L27 N39'52'37"E 22.00' L67 S35'21'13"W 14.55' L28 N39'52'37"E 22.00' L68 N31'43'19"E 21.54' L29 N39'52'37"E 22.00' L69 N31043'19"E 20.04' L30 N39'52'37"E 23.50' L70 N31'43'19"E 20.04' L31 N39'52'37"E 23,50' L71 N31'43'19"E 20.04' L32 N39'52'37"E 22.00' L72 N31'43'19"E 20.04' L33 N39'5237"E 22.00' L73 N31'43'19"E 20.04' L34 N39'48'51 "E 22.00' L74 N31'43'19"E 13.96' L35 N42'39'37"E 23.53' L75 N34'31'17"E 7.58' L36 N42'3937"E 22.03' L76 S29'38'35"W 21.61' L37 N42'39'37"E 22.03' L77 S29'3835"W 20.10' CURVE TABLE LINE TABLE LINE # BEARING LENGTH L78 S29'38'35"W 20.10' L79 S29'38'35"W 14.08' L80 N35'21'1 YE 5.99' L81 N35'21'13"E 20.00' L82 N35'21'13"E 21.50' L83 S31'43'19"W 21.54' L84 S31' 43' 19 "W 20.04' L85 S31'43'19"W 20.04' L86 S31'43' 19"W 20.04' L87 S31'43'19"W 20.04' L88 S31'43'19"W 21.54' L89 S54'38'47"E 21.50' L90 S54'38'47"E 17.78' L91 N82'33'44"E 6.02' L92 S50' 13'45"E 15.63' L93 S50' 13'45"E 20.06' L94 S50' 13'45"E 21.56' L95 S54'38'47"E 15.58' L96 S54'3847"E 20.00' L97 S54'38'47"E 20.00' L98 S54'38'47"E 20.00' L99 S54'38'47"E 13.98' L100 N54'38'47"W 21.50' L101 N54'38'47"W 20.010' L102 N54'38'47"W 20.00' L103 N54'38'47"W 21.50' L104 N54'38'47"W 17.73' L105 N54'38'47"W 20.00' L106 N54'3847"W 20.00' L107 N54'38'47"W 21.50' L108 N82'33'44"E 3.02' L234 S35'21'13"W 9.68' L241 N39'52'37"E 23.50' CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING Cl 14.19' 113.25' 007'10'51" 14.18' S39'43'03"E C2 15.51' 113.25' 007'50'40" 15.49' S47'13'49"E C3 14.08' 52.25' 015*26'35" 14.04' S05'29'49"W C4 23.75' 52.25' 026'02'38" 23.55' S15*14'48"E C5 7.17' 52.25' 007'51'31" 7.16' S32'11'52"E C6 22.72' 52.25' 024'55'09" 22.55' S25'40'41 "W C7 5.45' 238.25' 001'18'35" 5.45' S34'41'14"W C8 20.05' 238.25' 004*49' 17" 20.04' S31'37' 18'W C9 20.23' 238.25' 004'51'56" 20.23' S26'46'42"W C10 19.37' 238.25' 004'39'27" 19.36' S22'01'00"W C11 3.66' 20.75' 010'06'09" 3.65' N78'37'57"E C12 6.36' 9.75' 037'2121" 6.24' N73'19'28"W C13 8.58' 9.75' 050'25'28" 8.31' N29'26'03"W C14 3.87' 9.75' 022'43'46" 3.84' S66'00'40"E N29'35'41 "E -�-- 7.62' (TIE LINE) - L / K) m ^ 0 12 'N �^ Mw N o0 r) / SS3�5 �N0.030AC' (0 13 14 N 00 15 N a0 to `n o �0.028ACo .028ACp �0.028ACo 16 3 z z o o f )0.029AC 11 b' Z z to Q J / 0.037AC r Z Q m rn Ss3 S2'22•� 0Q t J 10 46. 32-----_C3rt--- J CO5530 2 2 C S i SS.0�,2 w Q t 9 SS3 0.028AC N30'52'56"W 23.02' (TIE LINE) \NO��wVv CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C15 6.65' 40.25' 009'2736" 6.64' S55'52'57"E C16 24.32' 40.25' 034'3654" 23.95' S77'55'12"E e N43'24'02"E e- .... �' y 50.14' �5 - --__(TIE LINE) SUBDIVISION SOUTH I SHEET PROJECT: 3 OF 10 PLAT SHOWING SUBDIVISION OF ENGINEERS DRAWN BY: STONEFIELD LOT D2 (TOWNHOMES) SURVEYORS To LOT LINES PLANNERS JACK JOUETT MAGISTERIAL DISTRICT REVIEWED BY: ALBEMARLE COUNTY VIRGINIA ASSOCIATES EWM Lynchburg, VA24502 3C4harlonesville,VA22911 WWA NUMBER: FILE NAME: SCALE: REVISION: - DATE: Phone: 434.316.6080 Phone: 434.984.2700 www.wwassoaiates.net 214075.06 407506-Lots.dwg 1 "-30' - 71612015 LINE TABLE LINE # BEARING LENGTH L109 N41'15'25"E 23.50' L110 N41'15'25"E 22.00' L1 11 N41' 1525"E 22.00' L112 N41' 15'25"E 22.00' L1 13 N41' 15'25"E 23.50' L114 N42'17'44"E 23.51' L115 N41*01'40"E 22.00' L116 N40'58'04"E 22.00' L117 N40'58'04"E 22.00' L118 N40'58'04"E 16.74' L119 N43'4754"E 6.76' L120 N42' 17'44"E 23.50' L121 N42'1744"E 22.00' L122 N47'42'16"W 3.11' L123 N42'40'09"E 22.00' L124 N42'40'09"E 22.00' L125 N42'40'09"E 22.00' L126 N42'40'09"E 23.50' L127 S42' 17'44"W 23.50' L128 S42' 1744"W 22.00' L129 S42' 1744"W 22.00' L130 S42' 17'44"W 22.00' L131 S42' 17'44"W 22.00' L132 S42' 17'44"W 23.50' L133 N42'40'09"E 23.50' L134 N42'40'09"E 22.00' L135 N42'40'09"E 22.00' L136 N42040'09"E 22.00' L137 N42'40'09"E 22.00' L138 N42'40'09"E 22.00' L139 N42'40'09"E 22.00' L140 N42'40'09"E 23.50' L141 S42017'44"W 23.50' L142 S42' 1744"W 22.00' L143 S42' 17'44"W 22.00' L144 S42' 1744"W 22.00' L145 S42' 17'44"W 22.00' L146 S42' 1744"W 22.00' L147 S42' 17'44"W 22.00' L148 S42' 17'44"W 23.50' L149 S54'38'42"E 21.50' L150 S54'3842"E 20.00' L151 S54'38'42"E 20.00' L152 S54'38'42"E 20.00' L153 S54'38'42"E 21.50' L154 N54'38'42"W 21.50' L155 N54'38'42"W 20.00' L156 N54'38'42"W 20.00' L159 N35'21'1 YE 21.50' L160 N35'21'1 YE 20.00' L161 N35'21'1 YE 20.00' LINE TABLE LINE # BEARING LENGTH L162 N35'21'13"E 20.00' L163 N35'21'13"E 20.00' L164 N35'21'13"E 21.50' L165 N35'21'1 YE 21.50' L166 N35'21'13"E 20.00' L167 N35'21'13"E 20.00' L168 N35'21'1 YE 20.00' L169 N35'21113"E 20.00' L170 N35'21'1 YE 21.50' L171 N35'21'13"E 21.50' L172 N35'21'13"E 20.00' L173 N35'21'1 YE 20.00' L174 N35'21'13"E 20.00' L175 N35'21'13"E 21.50' L176 N35'21'13"E 21.50' L177 N35'21'1 YE 20.00' L178 N35'21'1 YE 20.00' L179 N35'21'13"E 20.00' L180 N35'21'13"E 21.50' L181 N35'21'13"E 21.50' L182 N35'21'13"E 20.00' L183 N35'21'13"E 20.00' L184 N35'21'13"E 20.00' L185 N35'21'13"E 21.50' L190 N54'38'47"W 51.50' L191 N35*21'13"E 21.50' L192 N35'21'1YE 20.00' L193 N35'21'1 YE 20.00' L194 N35'21'1YE 20.00' L195 N35'21'1YE 21.50' L196 N35'21'1 YE 21.50' L197 N35'21'1 YE 20.00' L198 S41'03'51 "W 20.10' L199 N35'21'1 YE 20.00' L200 N35'21'13"E 20.00' L201 N35'21'1 YE 20.00' L202 N35'21'13"E 20.00' L203 N35'21'13"E 21.50' L204 N35'21'13"E 21.50' L205 N35'21'13"E 20.00' L206 N35'21'13"E 20.00' L207 N35'21'13"E 20.00' L208 N35'21'13"E 20.00' L209 N35'21'1 YE 20.00' L210 N35'21'1 YE 20.00' L211 N35'21'1 YE 21.50' L212 S35'26'49"W 21.50' L213 S35'26'49"W 20.00' L214 S35'26'49"W 20.00' L215 S35'26'49"W 20.00' L216 S35'26'49"W 2.52' N43'24'02"E 50.14' (TIE LINE) I I I I I I I I I I I N44'30'25"E I -' 9.88' `-----.._ (TIE LINE) L 1---� �_, L 112 .� Lign L 1 13 '58'45"E -*=- /�101 68' �-_1 (TIE LINE) •-4kb. LINE TABLE LINE # BEARING LENGTH L217 N42'17'44"E 17.61' L218 N54'38'47"W 0.94' L219 S35'21'13"W 20.00' L220 N54'38'47"W 2.00' L221 N35'21'13"E 21.50' L222 N54'3847"W 2.82' L224 N54'38'42"W 6.00' L225 S35'21'13"W 11.50' L226 N54'38'47"W 24.75' L227 N35'21'13"E 21.50' L228 N35'21'13"E 20.00' L229 N35'2113"E 20.00' L230 N35'21'13"E 20.00' L231 N35'21'13"E 20.00' LINE TABLE L232 N35'21'1 YE 20.00' L233 N35'21'13"E 21.50' L235 N35'21'18"E 9.78' L236 N54'38'42"W 12.62' L237 N54'3847"W 8.18' L238 S35'21'13"W 7.90' L239 N40'29'38"W 2.67' L240 S35'21'13"W 12 WESTFIELD " D.B. 697 PG' SECTION 3 I D.B. 703, 425-426 PLAT D. B. 704, PG 732 PLAT D.B. 7PG PC 517 PLAT ZONED R 10 AND PLAT I USE: RESIDENTIAL R 15 � I ( I I � I J �- IvJ- I I J - 2 CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C17 22.33' 40.25' 031'47'31" 22.05' N29'45'09"W C18 6.32' 40.25' 008'59'47" 6.31' N50'08'48"W IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' MEN 30' 0 30' I I I I I cif I I I I I � I J o � 0 J 1 i I I __ ` ' GRAPHIC SCALE MUST BE USED e-1 DRAWN BY. STONEFIELD LOT D2 (TOWNHOMt,)) 7 a SURVEYORS STORM SEWER EASEMENTS Lic. No. 1625 PLANNERS JACK JOUETT MAGISTERIAL DISTRICT 4�- AsSOCIATES EWM 30' 0 30' Lynchburg, VA 24502 Charlottesvilic, VA 22911 WWA NUMBER: FILE NAME: SCALE: REVISION: DATE. Phone: 434.316.6080 Phone: 434.984.2700 3 v! of 0 i v a c •O N 0 0 g N q) 0 r 3 h I 0 c v W 0 N ' WESTFIELD,DB 697 " SECTIO I 3 . 7dG1253242P%LAT D.B.703,p7 0", PC 517 PLAT7E2RP0� 689 pDON1AND R1rT IUSE: RESIDENTIAL I I I I I I I I I I I I I I I I I I I I I I I I�pI I ' I I I � I I Df, G oLo I I I N I I I Dc I 'I r I N41'28'27'E _71.93' I I�_j I RF N425430E 54.25 cif I I _.-.. -_ N810.00' T54'0E 12—.25_'4o aS42*5430'I,- 9 PEi G 18 _ I IL3�j I I J o I I I I ' I _J Isj , ' l -[ `� •. i I � I I'_. it L `• T54'30"W i 12.25' _4 '� N4 �52'S5"E Ll S8 I 74 IRF i 78 9 i t 4 ,.IRF I ,, -; ; �' - rn 4 �5255 "Vy - I _ - 1 47. I _ it y I I� 1 • I j I - - -- 07 0 0 4 S 5 1 -- �► k_ - - �t I I 1 0 -- _ 0 _ I �f. '►� - -- - f0"� ,hr (' -- 'IA-r �;S ,.. 2 ,� - i r t 1 . j -- Y w 2 _ --r t --- _ • 3 5 1 E r .._ , - - L - O ! - - 15 _ I ' , S3'38 14"W d j = M I 20.2H _I I J.J I �.; I - I '�} 00 ✓ -j i J I I .i %�' . .� ; r...�•_I..I -i {{ Ii L_J l I 00 M III 3 r I N54'38'47"W I 15.01'�. i 00 r , I I 00 raw _- 20.24 r — - - - - I I I I /1 UJ W i lts Yv f iC i !_-_.� _ /�/ r - -i=- - ---� —� -� F - O -- _ 1 i (O I',/ ' � --___ ,',! __-'_�-- ;ni -------- '"�'I -- • �- ''' � -- -- ---Li I _ I � I�, I��� � �ij ' � In It � f r Irr �CQ �lr �� 111/ (�_ I'J1/ _... �lr �. �Z —'—w I I - , ----__I, - -. , .-- —, �-- . --_-- ---_ -- -'--`�----__ IS—_ - � -� IRF r .I I I _ I 1 I -t � , , ' I - !III --� � - -- ---- --- - ,•� 11 F w0 _I N� I 35 4� W 1 0 F- J i 8.15 5.0 '•5 '00'"E - - , I N3,4 8 � j N55'02 00 W 15Y00'S' 'PUNIER i - _'I 2 - (7)Ir''-r� ! I-. II r. �' -I t-_� ;� I100 i 14.02 Ju W6(a.PC 99 I'�T• II i...'II - - Y. _-Y ii. I :,, _..%�.. _ .;'. I i. - illlr ( T,-" _. III, 1 'ii 1 - _ -- r r n` ["T -S J _' 11. a 1, ! iT L I I 1 i '' III �.;Y .I '-i Kj I I IIIi'i f - Irl, �II �IIIII o..w. I , , , I. • -li -__, �' _ __, i • i • ._�-....1 j. I ! III i I i �.'�} _". II--- —_. - -i- V .._ • f n —_. __ 11� • l /t ___ l _-.I I — /�_ _ _ __ __ S�.i a. . S55.0 . 0 E N34 58 -- - I - _ -.., t_., ._ _ - -__ IRF DRILL HOLE-,SETZ --- - - --- - - - - -------- - --- ---_-- . _ -- -- ? -_, ti Z -_..� 00 E .. r . - O't� -- - -- I r �i , -- -- _ 11. 4 cvLo I IPs 35 21 I' 13 n J'�� - __ --- --- ---- ---- --- _— N35 21 E - -- --- r— - -� 15-21"1 YE N35 21-13 -E- -- --- 49.21-_- --- --- --- -- 88.57-- -- -- — -S54 -1 1'45"W 29.83 22:86 15.00' (TIE LINE) (TIE LINE) (TIE LINE) _ --- - -- - � -- uvcLEwooD N56'54' 57"W 1.01' TIE LINE) i DRIVE S56'54'57"E 6.26' f - I_ cX 2J INCRE- _S" I / I� r -I ( I I I \ E" -- DE _' '3 ' PC 249 I DF3 PG Pi I I l - EX F'iJri! iC PARCEL 1 I IRF DP', E/;SEA, ENT LOT D3 TMP 61W-3-19A Dr 4J'J PG L49 -- 61 W-3-24 i ALBEMARLE PLACE o CAB Y' 135 PC 215 PLAT EAAP, LLC ' MACFARLANE I o STONEFIELD, LLC I 249 -- F-X___` ' r ,,11,__P DB 4135 PG x DB 4165 PG 001 DB 4135 PG 215 (PLAT) IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 30' DB 4135 PG 215 (PLAT) I Tfl��l">rt.+v, 4;3_� ' PC 331 ZONED NMD I 29.568 AC (ORIGINAL) Z0NEp-,HH9 L__ —,— ` N 58' 13 3 W _ 10�23' ---S42' 17- 44"W -- -- - _ �� _ _ S42•39�37„IN 3 PRIVATE AS NITARY-SEWEB i 10.17' -- _ X/ --30.36' (TIE LINE LATERAL FOR THE BENEFIT - - -- - - _ ) W 21 A N58 13 37 --- _ S42 17'4W Q - 10.30 6.77 P - 1 ' �� 4 '3.06' ,. 2' 1 7� . i 4 N50 07 23 W 1 0004 S43' - 4" - 4 W 5 ---_ -- � 1 � � � � � = - 10, _ N39'52'37"E 10.00' . � 1iN3548 04„E 11.51' N461206W .N541'1 56„W 13.20, S46'12'06 w"E9.51' � N23`29'22"E 10.66' *; vI V r . 9 N39I5 N 6'12'06"W 9 5l' r �r 566.30 38 E 11.30 —2 3� . i N39 52 37 E 1 1 46 ' ' N EW /ACSA VARIABLE / -4' N05 07-23"W-- __6,94' r: = _ N42 ' WIDTH; WATER AND-- , - -- - =a 7 44"E \ %S53 222 W S54 11 56 E 9.20 _ -- S50 07'23'-'E 9 40' s: L1$6.25' SEWER EASEMENT (TYP) \, 9.00' N43`4'7'32„EN 3. - - .. J 0N -3_ v _ sv 'f N31 22 33 3 W 1.50 _ 2.52' _ 4 2„E Q, .i N05 07 . ,, , n_ , . - W" 17.44 ' N39 37 E . �.153.5_ 1 30 -- ' 3' `b S53'52 22 V 1 54=-=- .� - ,. _ J 3 e . `�� 32 _ DB �r,F, C; �� 2 p N4 47 �, ^moo c - -- --` S46 12 06E" , - 00 CD • I 43'47'54"E / cb N53 52 22 E 13.54 o £I ao-- - . 0 , BENCHMARK 39 a. r0 0 '�--- 2 1 S53'S2'22''W 6:24' rn - I j ELEVATION=534.01 N4612 FX ir is I,�i l `�� .ter \ a, � �`'06"W 17 2$' S36'07'38"E 4.42 _ 171 i --- �` � 7'32» � , J r N54 38 47 W00 5.88 -- - - — -- - ` Y 1, -- NE ACSA VARIABLE ' N53'52'22"E 4.37'°I . 1 A', , � 1 07 38 E 14.63 / WATER AND I 1 • z S36 WIDTH - ---- - - -- - ---- • a _ -- — - - -- rn V- SEWS !EASEMENT (TYP) - y �:N I N547.38'47"W ` 19.54'---�to: .I c;t°' N54'38'47"W j4.12'�.� N35 ? 1 13 E 2,00 j I , S32'33'08"W 112.47' S35'21 ' 13"W -- -- -- -N54*1:38"47"W 0' _ I --- - 5 -- " , - 123 3, • , „ ��..,, I - 4 53,I 5'12"W: - 6 9 e TO „ ' N54 38 47 W 10.00 c: S35'21 13 rW 21 5,; ---- `° -S3 4 � --- �. - -- - = _ - -- - 2 W - �. _ _ I _ 4 S35'21'l 3"W 2.00' - ------ -- --- - --- - - 5•� --- - 39 E - I 4- , i N32'39'43 E ;, S57'30'32"E 6.17'I �r;,,22..$$_ -_ � N60'11 38 W �..._._ -,,r.n ��• _ .&a7ar :r^ Li—.r:i6. - YrLw � -- , f c.J)l -- �_ 9 0 31; 3 - w . 24 - } . j r. I Y' N3 . _._. .___• , „E r13 80 , - � 1 E 0 w 1 22 'i » I '� i '^ p � "ram 5'2 1 5 ---- -- ! 32 N35'21 � 13 E 15 24 ; - _ � - � �' . r ( .�' c� ri r N5T30'32"W 4:63' °M° rt j I 1I r� 6o -00 S57 30 32 E 5Jl I �ICP., rO �j rM U W W - M , » - - - --- � ----------- � .,� : � ? , i � � N35 21 13 E 14.58 . oa Co r I i - -- - _- T 1 - - S770847"E -4.69' _ -- _ — __- --- ---- -- - --- ---- -- ---- -- - ---- - --- - _, N 12'51' 13"E 13 52' — — — — — »E _ o i - - S77'08 47 E ��' S12'S1'13"W 5.31' 20.00' 1 ------ --- --- -- - -- -- - (TIE LINE) - (TIE__[NE) r- _ - __ S35'S8f36"yV_ �-----------N�35'21'1-�„ 23.00'' ' � -'r 11.94' (TIE LI E) o' i 1� (TIE LINE) r-,-) r-p s � , J9 _ D3-, " '32 Gry �J [-UTILITY EASEMENTS SOUTH vat OF, �, SHEET PROJECT: IF THIS DRAWING IS A REDUCTION �`��' 7 OF 10 PLAT SHOWING SUBDIVISION OF GRAPHIC SCALE 'MUST BE USED o0 7 /� �� \ ENGINEERS DRAWN BY: STONEFIELO LOT D2 (TOWNHOMES) SCALE: 1 = 30 c� EARL W, MOTTLEY SURVEYORS Ta ACSA EASEMENTS Lie. No. 1625 PLANNERS JACK JOUETT MAGISTERIAL DISTRICT �✓�� REVIEWED BY. ALBEMARLE COUNTY VIRGINIA _ ASSOCIATES EWM 300 30' PO Box 4119 3040 Avemore Square PI. yl� �G Lynchburg, VA24502 ChMottesville,VA22911 WWA NUMBER: FILE NAME: SCALE: REVISION: - DATE: V S �Z V �j Phone: 434.316.6080 Phone: 434.984.2700 www.wwassodates.net 214075.06 407506-ACSA.dwg 1 "=30' — 71612015 To 2 _5 D. p, A T_ zo Q, 1� 31� 4`W if U T11 VACF y f �AS,c 20 DRA 704 pC '51 f Lj 5 (PLA _­77�! 71 7177' _rr 1_xj 771 7 IRF Alk 4 18 PC,; 5 78 a LL --------- - ---------- A —IRF 4"E IRF NEW ACSA VARIABLE ISc 1 2 N4i WIDTH WATER AND j L---- ------- .44-E 186-Z5',bv' SEWER 'EASEMENT (TYP) N42*17 44 E 10.00, 71 T T N4'7-4�'l 6"W 1! 50' "1 6"E If 1 1.50' Q L 7 S47*42 i77777 f N42'0 1'08"E 17'44 1, 7. 2 �01' -__.;.61.00i;;:! N47' 42'1 6"W 1 50' '58'62 of N42-1 '44 PPE J. "W 7.3 N47 *58'52" 1 0.� 1�� ----- --- 7 -10.bo, _�—S47*42'1 VE 1.50' N42-1,31 Ko 42*0 1 1 101" Y_ E N ; 140. WA Z, LO j8 N42*,l 7 `44'*E, LO; if 08"W w,»t L� -- _ _ _ - --- - -- - - . I S42*01' 00 A TE) 0 J 05-50, T_ T v • J.. N Ito 11.99' Iv S47*44' WE 00 �42*0 1� . ...... N C14 N47_*_42'.1_6_'_V_ f-1-2.00--71-71 - ---- ---- - --- - 7�44 "E N42.1 9, IN Z '21'13"W Lr) 2 —_!S_3� - ----- 4 L _L___� ca v 42' 1 �'4 4 AN N, .90, N54*-38,42"W A N54'3842"W 4 W 6.00 _:58�27' 0, 1 , _T Z 14e 99 z 54`38 42"E j It S5:4!38 �"E .9 i, NEW ACSA VARIABLE N35*21' 3"E 11 50' 11.00 S35*2 1 8'"W' .00 WIDTH, WATERIAND i C':5 S 54*3W42"E 666, 4 111 SEWER EASEMENT (TYP) N54','58'47"W! 23.50' - I I I _0 - - '---S35-2 1 !4 8"W� 2.00'1 i�j ___________tN35*2 3, !�02.50' _7 00 _7 13 n 0 1U) S35' 1'13 3 J_- A if — ----- - �Al V--- ------ _RWA �E' I j 15*1 9'5,97E=-.--3 .96' w _N �f rT 0 Uj r C) 04 00 7 It 4 19 1 i Qi 59 f 5 LIJ 'a N -7,N47 W fN 42 _"x 42 A 1 4 8) 17 co jII Loi i ►'!) N ',i I � .-.31 n -� I to ------ .1 1z d q f V) N35*21'13"E 14.03' 15 Pi•)IY�1111E 140,07, 2 1 "18 5.03I 03II x C� Lo 6( `�;'N 364-2 1 "1 8"E rm­i, Lo L 11 1 ITI T-117- Fli-i I , r I �Tl y -Y V ------- 5 lff47, W_ -A r% �S42'35'40"W (TIE LINE) 7_ EX 2 F?L SS'," , L p . �D D 3,5 J�4 1EA,/, [\ I T i , L I r G, 249 06 4 P 6' 215 L X P U t,73 _1 _4 A T D PA NAG F S'- IEN D6' 4 !,3_5 PG 2 49 F D, 20' S'17i/VeP AS) F Ad I\j'T j L) H 4 � 5D I T J .3 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 30' 30' 0 30' �,Vat op 7 EARL W. MOTTLEY Lic. No. 1625 s U ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316,6080 Phone: 434.984,2700 www.lywassoc lates. net SHEET 8 OF 10 DRAWN BY: TO REVIEWED BY. EWM WWA NUMBER: 214075.06 IRF - p �j 1ps 5*21 18,E o /P5- 4 N54*38'42"W A 32. 72' S54*38'42"E 12.72' N 35'2 1'1 8"E 2 1.00' 0 IRF J r -1 J7 PC 2 UTILITY EASEMENTS NORTH PROJECT. PLAT SHOWING SUBDIVISION OF STONEFIELD LOT D2 (TOWNHOMt,)) ACSA EASEMENTS JACK JOUETT MAGISTERIAL DISTRICT ALBEMARLE COUNTY VIRGINIA FILE NAME: SCALE: REVISION: — DATE: 407506-4CSA.dwg 1 "_30' 71612015 LINE TABLE LINE # BEARING LENGTH L300 S35'21'13"W 9.68' L301 S36'07'38"E 10.33' L302 S22'56'54"E 4.39' L303 S46' 12'06"E 13.50' L304 N53'5222"E 13.50' L305 S53'52'22"W 13.50' L306 N36'07'38"W 13.44' L307 N39'52'37"E 6.58' L308 S50'07'23"E 13.50' L309 N50'07'23"W 13.50' L310 N27' 10'48"E 3.27' L311 S53'13'47"W 3.44' L312 N43'47'54"E 21.77' L326 S54'38'47"E 27.74' L327 S54'38'47"E 1 9.35' CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C30 18.30' 14.50' 072'19'25" 17.11' N89'11'31 "E C31 30.96' 40.25' 044'04'30" 30.20' S73'11'24"E C32 29.70' 113.25' 015*01'31" 29.61' S43'3823"E C33 67.72 52.25 074 15 54 63.08, S01 00, 19„ W C34 6.27' 5.00' 071'48' 18" 5.86' S 10' 17'56"E C35 15.06' 9.50' 090'49'56" 13.53' S79'56' 15"W C36 16.32' 9.50' 098'26'41 " 14.39' N05'25'26"W C37 15.38' 9.75' 090'22'43" 13.83' S80'09'51 "W C38 14.14' 9.50' 085' 16' 17" 12.87' N01'09'46"E C39 13.52' 9.50' 081*33'19" 12.41' N84'34'34"E C40 15.64' 10.00' 089*37'17" 14.10' S09'50'09"E C41 19.14' 14.50' 075'37'04" 17,78' N88'57'41 "W C42 22.95' 87.50' 015*01'31" 22.88' N43'38'23"W C43 7.07' 4.50' 090'00'00" 6.36' N08'52'22"E C44 7.07' 4.50' 090'00'00" 6.36' N81'0738"W C45 36.48' 27.50' 076*00' 15" 33.86' N01'52'30"E C46 7.07' 4.50' 090'00'00" 6.36' N84'52'37"E C47 7.07' 4.50' 090'00'00" 6.36' N05'0723"W C48 12.33' 9.75' 072'28'26" 11.53' N89'07'00"E C49 15.11' 9.75' 088*46-26" 1 13.64' S10-15'34"E w i J i - i i 1 12 1 13 14 15 16 1 I 17 18 \ 11 1 1 19 20 �F � � 21 1 j 10 � 2 ff.6 1 37.00, 1 I S39'52 `05" M S 3'4 '5 9 L307 0 f► C34 G G'1 N39'52'37"E 00 C�2 - o - - 3'4 o N4 � -' N39'51'371»E J 85 � »E 8 _- M��OQ L312 rI 86 \ 7 44 84 4 87 L30-2 83 aQ C`7 88 < 6 L 01 d 82 j N3 '07'38" 79 80 ;' cv . 7524. 2176 77 78 I I uri 89 00 00' 5 U I 81 'dM I �Z 4 „ S34`07'3g" L318 RIVATE STREET -EAS€MENU 3 - - L , » 46` / 70' T/ �, � - / 69 68 67 66 65 64 63 cfl 4 2 0 4 t :74 .� 73 72 71 70 I 1 00 (c? - �60 '38'47"E ( O <n z 35.21'1 " - - L326 � --v- 1- �� 4 - IF THIS DRAWING IS A REDUCTION - r " W, GRAPHIC SCALE MUST BE USED o SCALE: 1 " = 30' m i , 30' 0 30' 0 ACCESS EASEMENTS SOUTH, �I,TH OF -• SHEET PROJECT: P 9 OF 10 PLAT SHOWING SUBDIVISION OF oENGINEERS DRAWN BY: STONEFIELD LOT D2 (TOWNHOMES) c� EARL W. MOTTLEY SURVEYORS To ACCESS EASEMENTS Lie. No. 1625 PLANNERS REVIEWED BY: JACKALBEMARLE COUNTY MAGISTERIAL DISTRICT I iar 1 �� ASSOCIATES EWM N VIRGINIA PO Bux 4119 3040 Avemore Square Pl. F-5 Lynchburg, VA24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: SCALE: REVISION: - DATE: L S R v`1 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net 214075.06 407506-Access.dwg 1 "=30' - 71612015 LINE TABLE LINE # BEARING LENGTH L313 N46' 12'06"W 13.50' L314 N54'38'42"W 13.64' L315 S35'21'18"W 9.78' L316 N35'21'18"E 25.40' L317 N42'35'36"E 3.80' L318 S35'21'13"W 18.05' L319 N40'58'04"E 17.00' L320 N85'58'04"E 12.72' L321 N40'58'04"E 24.03' L322 NO2'42'16"W 12.73' L323 S54'38'42"E 17.58' L324 S43'47'54"W 9.13' L325 N35'21'1 YE 23.00' CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C50 6.27' 5.00' 071 *48' 18" 5.86' N82'06' 15"W C51 16.99' 49.50' 019*40'00" 16.91' S57'5323"W C52 29.77' 27.50' 062'01 ' 12" 28.34' S85'39' 18"E C53 7.34' 20.00' 021'02'22" 7.30' N52'48'55"E C54 21.04' 14.00' 086'05'47" 19.11' N00'45'10"W C55 28.65' 40.25' 040*47'18" 28.05' N34'15'02"W C56 20.08' 14.50' 079'20'42" 18.51' N14'5826"W C57 14.92' 9.50' 090'00'00" 13.44' S09'38'47"E C58 13.99' 9.50' 084'23'09" 12.76' N83'09'39"E C59 15.65' 9.50' 094'2242" 13.94' N07'27'26"W C60 15.93' 14.50' 062*57' 11 " 15.14' S23' 10'06"E C61 13.47' 10.00' 077'09'41 " 12.47' S86'46'22"W C62 21.02' 14.50' 083'03'35" 19.23' N83'49'31 "E J i 4 L319 , - �- 4� / ' I I I o I o I , I I c WESTFIELD " D�B• 697, pC' SECTION I D-B• 703 425--426 PLAT I D•6 704 p� 732 PLAT I I D. 517 PLAT ZONED R10 AND LAT I 712, pG 689 PI R15 i USE: RESIDENT/AL I I ct- ef I I ' I I J I �- I I J 48 47 46 oc IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 30' F- 0 J i i I I I I I I 0 _I J I I I I W -71 Ld V) L �I z Q