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HomeMy WebLinkAboutSUB200100178 Plat 2001-12-14 . y REDFIELDS , . . " A PLANNED RESIDEN�-!AL COMMUNITY " �' w'` J x t PHASE 4-A 1. SAMUEL MILLER MAGISTERIAL DISTRICT - ALBEMARLE CO., VA. November 1, 2000 AREA SUMMARY: Revised January 22, 2001 (Co. Comments) OWNER'S CONSENT: i REDFIELDS PRD 1/90 271.9378 AC. Revised February 16, 2001 (Co. Comments) THE DIVISION OF LAND DESCRIBED HEREON IS WITH THE LESS PARCEL "A" 6.0461 AC. FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF LESS PARCEL "C" 1.7090 AC. Revised July 1 , 2001 (Co. Comments) THE UNDERSIGNED OWNER(S), PROPRIETOR(S), AND ADD PARCEL "D" 1.1498 AC. Revised August 9, 2001 (Co. Comments) TRUSTEE(S). ANY FUTURE DEVELOPMENT IS TO BE ADD PARCEL "B" 0.7566 AC. DEEMED AS THEORETICAL ONLY. ALL STATEMENTS AFFIXED Revised October 24, 2001 (A.C.S.A. Comments) TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF REDFIELDS PRD 8/91 266.0891 AC. :: :LD:LOPMENT ie ( CORP. DATE OPEN SPACE 0.9912 AC. o+FO•01: 1 REDFIELDS PHASE 1-B LOTS 1 - 42 15.4843 AC. C \ CERTIFICATE OF ACKNOWLEDGMENT OF SIGNATURE ADD LOT 35 PHASE 1-A 2.9349 AC. N\� REVISED LOT 35 PHASE 1-A 1.7476 AC. %. ' DEDICATED R/W 4.1576 AC. PHASE as � �,17 \ � CITY �C3AHNPr"9F: �S V P �' ` COMMONWEALTH OF VIRGINIA OR-SX#E9F! REDFIELDS PHASE 1-C N - °� LOTS 1 - 17 2.2837 AC. A p /� �, �zvdthiP '�1 OPEN SPACE 4.7830 AC. u N ✓ ACKNOWLEDGED BEFORE ME THIS DAY OF PRIVATE ROAD R/W 0.3237 AC. N a o r" 4, n av 6 t404��H Gee , 20�_ " 3-4-" N NOTARY PUBLIC MY COMMISSION EXPIRES: i REDFIELDS PHASE 2-A � LOTS 1 - 31 7.7403 AC. N _ ,; 3 �54 DAY OF O C 'v�e r Zoo DEDICATED R/W 2.2539 AC. t , ,,Q REDFIELDS PHASE 2-B �� PHASE 2- .. ��; "�' i I DOTS 1 - 27 9.4215 AC. PEE--34�� - ',� � LLOTS S SUMMARY: 89-18 656 DEDICATED R/W 1.0946 AC. PARCEL"E" ✓ <<. PHASE i-c REDFIELDS PHASE 2-C AND 3-A PHASE 2-A��':;'' a / LESS 35 LOTS PHASE 1-A 35 LOTS 1 - 58 PHASE 2-C 9.7553 AC. \ r LESS 42 LOTS PHASE 1-B 42 LOTS 1 - 28 PHASE 3-A 3.3086 AC. 90 0'��, ��`- ,, / LESS 17 LOTS PHASE 1-C 17 4.R/W PHASE 2-C AND 3-A 4.8544 AC. LESS 31 LOTS PHASE 2-A 31 ADD R/W FROM PHASE 1-C 0.2416 AC. /' LESS 27 LOTS PHASE 2-B 27 OPEN SPACE 2-C 16.0203 AC. VICINIT,, _MAP LESS 58 LOTS PHASE 2-C 58 I OPEN SPACE 3-A 3.6815 AC. SCALE z�0• /- LESS 28 LOTS PHASE 3--A 28 C-3A PORTION OF REVISED LOT 17 0.0325 AC. LESS 81 LOTS PHASE 3-B 81 G-3B PORTION OF REVISED LOT 18 0.0168 AC. LESS 62 LOTS PHASE 4-A 62 (THIS SURVEY) I G-3C PORTION OF REVISED LOT 19 0.0228 AC. REMAINING LOTS 275 G-3D PORTION OF REVISED LOT 20 0.0246 AC. 51 Op ALBEMARLE COUNTY APPROVAL REDFIELDS PHASE 3-B I11 LOTS 1 - 81 16.2865 AC. �`�� OPEN SPACES 23.3298 AC. �a ALBEMARLE COUNTY BOARD of SUPERVISORS DEDICATED R/W 3.9946 AC. / PARCEL E-3 2.2844 AC. / O '--' v• Design Agent noNJV R D -ate, L' 1�'O1 U G.V. "KIRK HUGHES REDFIELDS PHASE 4-A LOTS 1 - 62 14.7055 AC. NO. 1458 ALBEMARLE COUNTY PLANNING COMMISSION I DEDI SPACE 10.5514193 AC. (THIS SURVEY) �.p'ap IF-4nO�,>r- DEDICATED R/W 2.8193 AC. l2'1 y'O 1 RESERVED R/W 0.1030 AC. 4' Chairperson mizz, Date REMAINING REDFIELDS PRD 93.6326 AC. c N_t) it vSl. SI,R OPEN SPACE TO DATE SUMMARY: SURVEYOR'S CERTIFICATION: I, G.V. "KIRK" HUGHES, A DU,." UCENSED SURVEYOR IN THE Kirk Hughes &Associates 1 PHASE 1-A = 0.9912 AC. COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT THE PROPERTY Land Surveyors and Planners PHASE 1-C = 4.7830 AC. SHOWN HEREON THE SAME PROPERTY CONVEYED TO REDFIELDS 220 East High Street PHASE 2-C = 16.0203 AC. DEVELOPMENT CORPORATION BY DEED RECORDED IN DEED BOOK 1981, PHASE 3-A = 3.6815 AC. PAGE 244 AND AS SHOWN ON P'.2.1 RECORDED IN DEED BOOK 1981, Charlottesville,Va.22902 PHASE 3-B = 23.3298 AC. PHASE 4-A = 10.5514 AC. (THIS SURVEY) PAGE 246 IN THE CLERK'S OFFICE C,r THE CIRCUIT COURT OF ALBEMARLE (804)296-6942 COUNTY, VIRGINIA AND THAT I HAVE CAREFULLY SURVEYED THE PROPERTY DELINEATED ON THIS PLAT AND iT IS CORRECT TO THE BEST OF MY KNOWLEDGE. File 89-276 99166-02.DWG SHEET 1 OF 7 I NOTES: 1.) OWNER: REDFIELDS DEVELOPMENT CORPORATION POST OFFICE BOX 5347 CHARLOTTESVILLE, VIRGINIA 22903 2.) PROPERTY TAX MAP IDENTIFICATION: TAX MAP 76R1, PARCEL 1. 3.) PRESENT ZONING: PRD AND ARE SUBJECT TO THE PROVISIONS SET OUT IN ZMA 89-18, ZMA 91-07, AND ZMA 98-8. 4.) THE AVERAGE LOT AREA SHOWN HEREON IS 10,332 SQUARE FEET. 5.) ROAD RIGHT-OF-WAYS SHOWN HEREON CONTAIN 2.8193 ACRES MORE OR LESS AND ARE TO BE DEDICATED TO PUBLIC USE. THE DEVELOPER RESERVES PARCEL ONE, CONTAINING 0.1030 ACRES. FOR FUTURE ROAD RIGHTS OF WAY AND FURTHER RESERVES THE RIGHT TO DEDICATE SAID RIGHT OF WAY TO PUBLIC USE UPON COMPLETION OF FUTURE ROAD CONSTRUCTION. 6.) THE DEVELOPER RESERVES ALL DRAINAGE, UTILITY, AND STORMWATER MANAGEMENT EASEMENTS AS WILL BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS AND UTILITIES. DRAINAGE EASEMENTS SHOWN HEREON ARE FIFTEEN FEET (20') IN WIDTH AND SHALL BE CENTERED OVER ALL WATERCOURSES AND DRAINAGE STRUCTURES. DRAINAGE STRUCTURES CONSIST OF BUT ARE NOT LIMITED TO CULVERTS, PAVED DITCHES, AND DRAINAGE INLETS. DRAINAGE EASEMENTS DEDICATED TO PUBLIC USE ARE INDICATED WITHIN THE LEGEND OF THIS PLAT. THERE IS A TEN-FOOT (10') UTILITY EASEMENT ALONG THE FRONT OF ALL LOTS AND RIGHTS-OF-WAY SHOWN HEREON. IF AFTER CONSTRUCTION ANY UTILITY, DRAINAGE, AND/OR STORMWATER MANAGEMENT EASEMENT BECOMES UNNECESSARY OR REQUIRES A REVISED LOCATION, IT IS THE DEVELOPER'S INTENT TO RESERVE THE RIGHT TO RECORD SUCH CORRECTION. 7.) A TWENTY-FOOT (20') SANITARY SEWER EASEMENT SHOWN HEREON SHALL BE CENTERED ON ALL SEWER LINES AND MANHOLES AND ARE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 8.) A TWENTY-FOOT (20') WATERLINE EASEMENT SHOWN HEREON SHALL BE CENTERED ON ALL WATERLINES, HYDRANTS, METERS, AND VALVES AND ARE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 9.) THE FORTY (40') FOOT RADIUS BUILDING RESTRICTION AREAS SHOWN HEREON ARE TO BE CENTERED ON FIRE HYDRANTS UNLESS OTHERWISE INDICATED. 10.) OPEN SPACE #1 AND OPEN SPACE #2 SHOWN HEREON SHALL BE CONVEYED TO REDFIELDS COMMUNITY ASSOCIATION INC. 11.) IMPROVEMENTS SHOWN HEREON ARE PROPOSED, UNLESS OTHERWISE NOTED. 12.) BUILDING YARDS FOR LOTS 1 - 16 ARE AS FOLLOWS UNLESS OTHERWISE NOTED: • FRONT YARD - 25 FEET REAR YARD - 20 FEET SIDE YARD - 6 FEET CORNER LOTS SHALL HAVE A FRONT YARD OF TWENTY-FIVE FEET (25') AND TWO SIDE YARDS OF TEN FEET (10') EACH. . 13.) ZERO LOT LINE BUILDING YARDS AND GOVERNING CONDITIONS FOR LOTS 17 - 62 ARE AS FOLLOWS: A.) YARDS: - FRONT YARD - 10 FEET REAR YARD - 20 FEET SIDE YARD - 6 FEET, WHICH MAY BE REDUCED TO ZERO (0) IN ACCORDANCE WITH THE FOLLOWING RESTRICTIONS: B.) ALL SUCH STRUCTURES FOR WHICH SEPARATION AND/OR SIDE YARDS ARE REDUCED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. C.) IN THE CASE OF YARD REDUCTION, THE ALBEMARLE COUNTY FIRE OFFICIAL MAY REQUIRE SUCH GUARANTEE AS DEEMED NECESSARY TO INSURE COMPLIANCE WITH THE PROVISIONS OF THIS PROFFER, INCLUSIVE OF BUT NOT LIMITED TO, DEED RESTRICTION DISCLOSURES, AND OTHER SUCH INSTRUMENTS AND THE RECORDATION OF THE SAME IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY. D.) NO STRUCTURES SHALL ENCROACH ON ANY EMERGENCY ACCESS-WAYS AS MAY BE REQUIRED BY THE COUNTY FIRE OFFICIAL E.) NO STRUCTURES SHALL ENCROACH ON ANY UTILITY, DRAINAGE, OR OTHER EASEMENT, NOR ANY FEATURE AS REQUIRED BY THE ZONING ORDINANCE. F.) THE WALL OF A DWEWNG LOCATED WITHIN THREE (3') FEET OF THE SIDE LOT LINE SHALL HAVE NO WINDOWS, DOORS, OR ANY OTHER TYPE OF OPENINGS UNLESS PERMITTED BY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. G.) A SIX (6') FOOT PERPETUAL WALL MAINTENANCE EASEMENT SHALL BE PROVIDED ALONG THE SIDE OF ALL DWELLINGS SUCH THAT, WITH THE EXCEPTION OF FENCES, THE TOTAL WIDTH BETWEEN DWELLING UNITS OF SIX FEET SHALL BE KEPT CLEAR OF ALL STRUCTURES. THIS EASEMENT SHALL BE SHOWN ON THE FINAL PLAT AND INCORPORATED IN EACH DEED TRANSFERRING TITLE TO THE PROPERTY. ROOF OVERHANGS MAY PENETRATE THE EASEMENT ON THE ADJACENT LOT A MAXIMUM OF TWENTY-FOUR (241 INCHES, BUT THE ROOF SHALL BE SO DESIGNED THAT WATER RUNOFF FROM THE DWELLING PLACED ON THE LOT LINE IS LIMITED TO THE LOT OF THE DWELLING OR THE EASEMENT AREA. BUILDING FOOTINGS MAY PENETRATE THE EASEMENT ON THE ADJACENT LOT A MAXIMUM OF EIGHT (8.) INCHES. (SEE DETAIL BELOW.) H.) ZERO LOT LINE PERMITS THE LOCATION OF A DWELLING UNIT OR PORTION THEREOF ON A LOT IN SUCH A MANNER THAT ONE OF THE SIDES RESTS LESS THAT THE DISTANCE TO THE SIDE LOT LINE OTHERWISE REQUIRED IN THE DISTRICT AND MAY REST DIRECTLY ON THAT SIDE LOT LINE. I.) LOTS CLASSIFIED, AS HAVING A ZERO LOT UNE SHALL HAVE AT LEAST ONE SIDE YARD OF NO LESS THAN TEN (10') FEET AND A MINIMUM BUILDING SEPARATION OF ELEVEN (11') FEET MEASURED FROM THE FACE OF THE BUILDING TO THE FACE OF THE ADJACENT BUILDING. 14.) THE AREA ON THIS PLAT DESIGNATED AS A TEMPORARY CUL-DE-SAC WILL BE CONSTRUCTED AND USED AS OTHER STREETS IN THE SUBDIVISION UNTIL REDFIELDS ROAD AND COURTYARD DRIVE ARE EXTENDED, AT WHICH TIME THE LAND IN THE TEMPORARY CUL-DE-SAC WILL BE ABANDONED FOR STREET PURPOSES AND WILL REVERT TO ADJOINING PROPERTY OWNERS IN ACCORDANCE WITH SPECIFIC PROVISIONS IN THEIR RESPECTIVE DEEDS. 15.) ADDITIONAL RESTRICTIONS OF RECORD MAY APPLY. (50' ROAD R/W) _ ;.:. -_ - LEGEND: - - g. T..-1 1 I t 1 ► 1 10' S.B.L. Wall _V�^Y kji Ill 1 I�I 1 1 1 �' -+ = Iron Rod Set (unless otherwise indicated) 0 = Manhole _ Maintenance ems, - = Iron Rod Found (unless otherwise indicated) I I ' Easement 1T 1i E 1J i- I I_ I_ = varies -t 1, Sanitary Sewer I i I (W.M.E.) ,- 4-- line o ','t,--1 :.:. 0 = Utility Pole = 6 f' I I 1-_-, -' 2.0' Fire Hydrant (See Note #9) �; I ,.;:=.!, _„,,, : VIM _we_ = Underground Water Line (W.M.E.)=,I t I , "`gym`^ - -= 10' S.B.L. 14: = Building Setback Line (SBL) I 1 I l :,« , 5 ���! 0/H = Over Head Utility Line / • I : o. ;Y'= r---1 = Curb Inlet __1 '' = Water Line Easement (WL/E) (See Note 8) a -� 0 t67' 25' S.B.L. SS/E = Sanitary ::: e5 : :t :e: Note7) See Elevation= Dra e Public Use . <>._ . ..: .... 1., .. 4,4:, 4 t 2'1LN'01 h (D/E) (See Note 6) PLAN VIEW ELEVATION VIEW• SHEET 2 OF 7 (Not to Scale) (Not to Scale) - <62 w 2 C31) y� o<d 0o - Parcel "G" 4.14 ^, 61 - CD,- -- ,.e-si w to D/E �_` 60 5 7 50, R� TMP 76R1-1 �,34; (33_, , Redfields Development Corp. �� / Ir p D.B. 1062, PG. 127 �� � =U f -- C15 .� •� D.B. 1140. PG. 683 (PLAT) 0� 10 30' --��' _ -' �_ 15' V.E.P.CO. (FUTURE DEVELOPMENT) rah to D/E �, — _ _ - �� /� Easement — _ — i� — �\ D.B. 1807, 4, C3 17- _ •- - _ to Pg. 602 (plat) / • A=1.12' - _ - COURTYARD DRIVE _ - L3---\ — \ - to Jo • <o to D/E •?�87 30.78' C4 _ ... - 50' R/W - }g• -C \,,. _ c,2 \ c+ 17 \ �� 30 / • �n •) _.• •• cs �1a- - �\ P rn Cy. a'- 7s38 s.F�\? d+ g 12,698 S.F. - ai / o uni . M.. \- '"-*.�C•.. m c10 •.• ..— 1.11 zo SS/E. 1:7 \. i0., 6,640 S.F.\ \\\� c,' rO ^i / v' • o, 1 19 o •/ 29 p 20' SS/EJ o i I 1 20 • :6,647 S.F.\ O p .05 ` W: :� 10,910 S.F. 3 I _ ti / / Zv 9,0348S.F.' - 2-- I 3 26 : 3 25 I. 24 131 3 23 22 N 21 c s,97z S.F. ,• • tO. •—•• �. \ 2 N , 8,053 S.F. :r 6,788 S.F. 6,412 S.F. : 1 u1� ' I n. 6 075 S.F. ' _ 6,112 S.F.' :8,196 S.F..., '6,935 S.F. \ i —.• •-. ,3.82 112 0 . \ yg. —- • - �7�oF S2�\ �..J _' '. y r•.._..J 'r .—..J bin..—..J• �..—..J ..—..� •4 N 63871Ai2^W 2\ \ �'� o�'= N .._.. 12.84' (4 Z `° m v, a 6k 9 IA 45 \ . - �3'2o 4g SZ•Og• 04' r 49.31' 61.46' g2.10' 63.30' • 62.42' 65.95' 13 63 2 - : 16 ''''\ 104 18� w 32.07' 34.00' 31.81' 54.18' 39.89' 91.12' 87-.47' e e 80.11' 65.95' ? —• a \ 16,506 S.F. Detail#1 N 26'12'02" w 59. 1 611� Z• • \• Scale: 1" = 50' 66.07' N 3427'20" W 113.69' _-._ _ _ N 29'_.. W 364 54' (overall) _ a, So \`�e�\ nits \ Z rn in I zI �1 1 15 0:\ Sewer Easement %\ Waterline • v, .B. 2025, Easement gi I T. ii• ni: • • w. o?'. • 12.013 S.F.SF a o' A• • M' I MI I10 o �' \ Pg. 298 (plat) / / n , D.B. 1819, co I of 1- v CD I �'I o?I 1 0.\ ^, Pg. 73 (plot) 7.81' - o. 1 D ?� 1. 11,409 S.F. W: I CD 11,319 S.F. �I I 11,987 S.F. •WI 13 rn: I 11,943 S.F. rn- \ .• / /' 10, to DIE..I I•' w I ® A� 12.271 S.F. -n I I- °I N I I 11.262 S.F. mI �1• 1 w.\ .- ��% -- 6 r..— • • f NI co i I I iii I 11.856 S.F. >> 1 ill- I I I of I -• I IP. .• ;010$ �� co —• ..... , _ 20 o_ lilt' 20' SS/E Z L•.-—- — C26 C24 C23 L6,\'` L5 C22 It -- -C21 _- / t1Y-' Temporary Cul-de-sac 6 1.��- - - (See Note #14) C21 C2 REDFIELDS ROAD. . / / C72 �' - - 50' R/W 1— �. � 4 - �� 3 -� � 68 �C31 _ ?r L9\`L10 C33 ����� C35 — — ,i� C30 r See Note 8 , vr- P1.06' DELTA = 91'15'10" C2g 19.36. 25.34 _ —..—.. r}-..— .. .. 1 8 _ j �`.....G'p/E I . D/E - M P i See Detail -•- m / :N m \v See Note�+t ��� #1 J N' Z RADIUS = 35.00' C28 vA>.`•,, I Icn ARC = 164.17' v- 9 �. I I TANGENT = 35.77' eQ — I I gl II I Ic' (4) `�r # � O ! 13,463 S.F. I CH. BEARING = N 62' 27' 32" E r See Note - 'N 14,420 S.F. 1 3 0,4\ w 2 CHORD = 50.04' o #8 •1 1� ni 5 I I `� I 11,6aa S.F. I I m 69 See Note "� I I I 11 \ 1:5.3617,101S.F. \� n I#9 © - 16.124 S.F. 1` wm1 1� 14.103 S.F. I •If III� ` I r . .—..I - - Parcel "G" • w 7O ` `L99. 4'�TMP 76R1-1 : 14,651 S.F. r _ _ — Redfields Development Corp. I. •-1 I I$ 20' SS/E --I 20.84' j. `!� - - - N /- • D.B. 1062, PG. 127 •• ` -i"T���` M 0 70 D.B. 1140, PG. 683 (PLAT) o 1 1$ — — J —1e s-1'_ _ -i:_�:,�.-. Parcel One m ° xi (FUTURE DEVELOPMENT) zIJL� �36• _ _ 'S6" W 17 r- : (Reserved R/W) N • S m • ____ -W 237.6 �( I � / / 4.488 S.F. 0 m 0. _ �� 20' SS/E _ t� - 33- 20' SSA J I 1151 '/, \ 0 m _. �118.80_ '� / 20' Stormwater w c m 2 Management Easement u - - p4 3#-4'3''�' �- /�_ \ 1 \ See Sheet 5 w I o 71 20' Stormwater //- y / / 1 1 ___-------- Management Easement __ - / �' i /��'3/ 1 See Sheet 5 o� * / 1 1 ` 2___ % - - `•,,-_-----/ ------- / _ , 0 - _ _-_—____ I .03 --— - Open Space#1 _7.t5' _ — / ^ %/� -. --- 10.4591 Ac. / sue; '=_ _ �.�o� 72 - _ -- See Sheet 5 o�i��y(//� — -/ SHEET LAYOUT 9�<e /�'/ / // /VoRp - \ �Stormwater Management Easement 20' D/E / / / OF Seq�'pF,cF See sheet 5/ � 1 1 � / Fp F 7" R4, / _ - ,..";,/ 4•1OO S CF \ � � ✓ / / /� � � \�s^' te �77S4a ric .,p ri � '� ,v,- rp� M'CaD ‘2"1y.ol Not to Scale SHEET 3 OF 7 • + Temporary Cul-de-sac / /ice Parcel 'G" \ i (See Note #14) ,y / /ice TMP 76R1-1 �� \ / i G^ . / / / Redfields Development Corp. �\ •. 30 / / �� D.B. 1062, PG. 127 \ f y / - / / �i D.B. 1140, PG. 683 (PLAT) •,� G^ See Note / (FUTURE DEVELOPMENT) •/•• \ D/E •r^�I #9 �/ / ,ice \ �o �' ��+'�I 8s?SS �, a ream \ , /2 T 1 `29.' te0 I `� -i-----..... "-I :s.•F /��i' �.. •'�/' � :� /i ��_ S 7j. N 63'57'43" / i ���833 3s W L50 129.20' E 1792 ' ��� / Open Space#2 r _ 7 '•/ / 8•5 a s s;� / 0.0923 Ac. - - �_J „a LSO ..-.._., 50.02' s 5x3zi5' W 56�5 �Z�O.. w a/ ,� 1 S '• —�(: / Stormw ter Easement 9 ent 36.15' p0 . �I� ••20' •o/E r— • 28 / / 62 3908�. / \----,___ (See Sheet 6) . o /r 48 / 1 / 9.575 S.F. /,o- ' \ \\ _ --- -- 463.6• 5925 W • -0- 11,111 S.F. �� N 722337•. E 747 :o / /,vg \ y ��.4'42'5,25 w • o �8.6139S.F.�II / : I �- i•^ 72' w / / N -'z C•. 'R • 50 W �/ / I i / /U •• / \ \ r-20' SS/E 1 Z1'_ •/ a 51 -I 18,333 S.F.01 0/ O (47 v ----.,;.c). / a+• 6 •' Z ca 7,933 & °t— — — '►/ — .y • 18,225 S.F. i • 9,093 S.F. >'R/�/ 7\ \ \ rn 5 17,856 S.F. f • > 1r IC� =3.97 i / N 66'49'47" h / l 6�4 6 99 Z 53 • w N ' %JI/ _yzI/ 1 -- E 145,40' � N 60'38'•3" E 138.'4 I 1t��\1 4 •'z wl o+ 1 See 1 See Note / .._.. .......... / / 61.24' 53.41' r 4�09 291 ,`\ a : ® ,8.380 S.F. , I w 1 o, • Detail : ' u #8 i • / GI - I- I ►\ W 7.828 S.F.Ni • p : 1 ��` od, g 128.37 !1DY70 ;t6 60 . . �� ..- - \� o , I 6�• lam`•`�.► �r I8931 S.F. ^ • n of W► 55 11 .• �� --ICO • . i` '---------A E 140,94' l 57 3 7,862 S.F.-- ► 'CD _ a jf co - .. _ 38.122 S,F.• 3 8.147 S.F. „r I rn 3' T. fP O I U: 20' SS/E h 1 -v N f,�� is : �60 215• - C5► O52 ° 46 I v �'. ' I 59 p � I o► L - h2� W _ - 1:� -• `� 13.119 S.F. I. ' w 25 10.121 S.F. o M /• v u i\ 2°o - 9 04 5 A•1, _ _.� / •1 . IS rs I.- o +I �'�•. i 'f • C63 .Z . —�i�.`�.. • G Cps' q15 7Z•aA �. 'IBA 7,L48 I • N N(97. OsRS.. I_ i1:41 ; �' sr 2 J ZEsim `\` •�R\\P R 1'4342 a� • / I u� N • 1 �' \ �C` I N 89.92' 63.71' 68.6 � �_, COC 14 44- 14 4 '� 'See Note cc-,1 (IS : 7j I o _ S 60'38'43" W 222.28' C62 1 6�. - See Note l #8 I I n N \ sts2, • I' 1(n y c24 / / •/ C7 69, • 0 9 : cn • cm- CD, w No i °- - / n �+ 70 44g�. N • ��+ I ° (42� I 12,202 S.F.I ® a+ \ 1 a� 3 d / 1 C4. cA C' r v 41 1 o,soo S.F_ O1 10,948 S.F. c N 60'38'43" E 222.• 8 ,0 0 a 1 m i c 79.9T 73.83' C4 I�'' \ ci • v; 9,449 S.F.' rn I a - o o] ,. -=•.8: -.. i;� rn o: 40 1 I m I J N 45 E o• Gb`• 7 7 N 8.448 S.F.. m • N 1 21,293 S.F. . E • o I 1 1 ° �-, n SS/E L52 N o 39 \ �: - m P U �.23, C _ : I w 38 \'. o: 7.964OS.F... cn 11 rn I. p I II ' (8 ® I- 1 :emu 7,911 S.F. \ M \ w N J •••_•._..� -sod a -..J .._. I.t:12,267 S.F. rn 'n . . o' • x I '• - - a I w 37 ��rn m • N� •• 85,98' \ ' '>o 0 I I "i • 9.556 S.F. ,-- •' rn3.06' 59.68' 10' Pedestrian See Note .. 22., m I # 10,806 S.Fj w 36 I m 53.23'� 50.33' 59 51,56'5►'45" W 258.1• \• \ 11,895 S.F. J 66.70' N - '� • E 115.00' a 78.80' W 198.73 �, N. Access Easement z'N 53' ►'13' s \ : _ I N / v $ 54 1'15' /342 I d`: N ./ 9 52 K 1,` sip See Note • \ ��2s, \ N J / cib• 58 54 53 ' 2e' • `?.Ri: I rn / y 60 59 57 56 V 55 �1 11 \ n 10C S.F. \ �� / �'Ly 5 61 51 \ 62 \ \ N 4T59�16.. I \ �. S 29�, 63 1 i O, �' .1 2�; y 64 __________L 50 _, 1 32 Pebble Hill Court !1 ,\ 10,846 S.F. p ' 65 -\- - 50' R/W 46 119: \.h1 N 66 \,, \VV-- ,\ 1 -'N .a \1 -? cti �� o Q Detail Ill __/ ' 1 31 \ �: 67 o9e�.`otil \ &Q•�`3 ^4. Scale: 1' = 50' // 18 N 6,091 S.F. . F / o '6°� .I O 50 49 i� `f uG \ O �Q•C QA v •♦ 4 51 �/ i=i atltc•1411� 1 (� \ c'' • ,•�1' VQ ^ham, tt • ��.ji / 1 0• O� E °gam Not to Scale 1\1 C41= \�y8 co N 39'2.39'6" W N 041(``` \ 4 �° Meb l2-"ltl•bl Q�4 3.67' j_ SHEET 4 OF 7 . , s _ -- ——f ` �1 1 ' 1 ' '15 ,--S--.! (10) 'DIc`�! 8, `13, , \,----------- - _ _ I - - REDFIELDS ROAD 1 �' ' I / - - _ _ r-5 50' R/W I _ - \\\\` - _ - — - \N`\ ' �� �N. ♦����� 68 �'S `4 /See Note ' I I \\ �\♦ ' �� ', \ \r---.------ Parcel "G" I .' (-5--) I I -71'J � ' �� ,\ ' 69 TMP 76R1-1 ;`6 `\ Parcel One �,` `� (Reserved R Redfields Development Corp. I I \ /W) i;; S 28'13'25' E 198.49' D.B. 1062, PG. 127 �7 \ 4,488 S.F. — — '� \\ (See Sheet 3)� D.B. 1140, PG. 683 (PLAT) \ _ - - - (FUTURE DEVELOPMENT) '� I _ �,��.�,� t•:)' v 70 IP�6 1 �� 172 �/- 5.00'/E� 13. --- 1\\\ N _ _ - _ - 4 $34 43'45" E 219.67' �Z _ \ \ centerline 20' Stormwater w w a 71 _ — - 3�/ / \ Management Easement 1 v co \ 1 \ 2____ , L30 • — — centerline 20' Storrnwater j ?/— ��/ \ 1 Management Easement /� '/ _ _ _______ , , 49. If VZ N. N6''' ..``�` 05rOT 1_3��—-- ' I T20' D/E /�'�� \ �, Y '- _ J _ _/ �/ 72 I\ \� 991' ---_ �__ _ If I lit_ -AS:97'8.41' _ 82.27' S 5%� ..\ I I1- S 2O24'0p•:E- S 3T •02., eT \����?S• /:' / 1 �'� 0 90.67' 103,7r 20' D/E / / \ Il I 1 Stormwater Management h / 1 I)) ti`o Easement ,l`t •1� I�i ' / t . . s ...Z ui'lt, �..•, . WtT // / �� 7 .- ' -13:g,F Co Open Space#1 1 m / F\.f. ^m 10.4591 Ac. \ d z • \•� �0 \----- * 36 pia�80.43• N2�N m N 2 '49'S8" �1� to _ _ 98.55' w 29,2r, Lot 3 SHEET LAYOUT N 15'04 47 / IV 1 p21.15 Sh ® rwo Lot 4 NOR D.B. 3 d F. _. OFSOe\ JC?RRFFso�C� 27 P9. 295 (P/of)m s / .,.:,„:„.., ir- �� •Ac•, ` ` D.@, 328'141 Pofh Not to Scale 34�p�T / Lot 5 ...."-----\ 9. 295 (Plot) rile '`��0� J �� �HEET50F7 F SHEET LAYOUT c..) b A _ - '""--"----"-\--"--"-"---- -C----,4-•.--.. .,. .V,`•;,', • w N - � " i.. �l , < ced "," 7, Z U m 0 // • w njERN Rp,\SOP �'—% i/ \ Not to Scale o K 50° G 441 \ :/� \\ • , NORFO pB- 54' P \ / e° / ' / / • � •c e % / 20' SS/E / / --- / \ , _------N- —0-T— / /` \ Food�• I / / • \\ CO\ , , . r / � � \ \ N/F Clarence W. & c ^ // / /� \ \ 7 ` y Nancy H. Bowen o� \ ° G �q c�^ /�/ / \ / / 'S�9 0 z 1 co al �I _ J ^' ga I \ _ VEPCO Easel-1. ,0°p I D.B. 437. Pg. 6 Z oQ?wr° I 0o I m \............._D.B.D.3B4.26.8p49,.P592.420(5plat) II , I 1 /1 I See Note 20' D/E / TMP 76-22D` I , // rN/F Clarence W. & F , //// �, 117 tNancyH. Bowen i _ / / \ . �"'���� r ' ` D.B. 684• Pg. 207 I' (;_ �R • _ D.B. 406, Pg. 60 (plat) ?`4p•R t. I I o 20 SSE�—�� 1 N _ _ _ �_ /66 zm \ .1) 10' Waterline J j rr (� �� cF \� / . , \ ,. (.__,, I t r OpenSpace#2 \ Right of Way --t1 // t�� go y/�j \ 5 ormwater Management 1 D.B. 342, Pg. 522 J 1/ 9 00,E �/ ' ,Ji • �I Easement D.B. 342, Pg. 524 (plat) I, // �t`,�/ 1� \ \ y \� Detail Open Space#2 20' SS/E�/ J /�^ s* c...ej ,i Jo.' :\• 20' SS/E Scale: t" = 40' 0.0923 Ac. x1/ Stormwater Management / 1 mot i/ Easement /1/1 5 - i��6 / Lott \�� (See Sheet 4) / f { �► • \ \\ See Detail _ \� -b \ 1, o—� 6� ya�\\\ / \ // i \ \ Stormwater Management 11‘'' % Easement \ • "blkfr ,'b�?i� I \ (See Sheet 5) \\ti / I \ 1110111*-- •i °� 54 Lot 2 J I \\ 11 1 "11411116116,_: ♦• ,� J \\ \\ V. u \ 5e \ N '�..� \ \ •\ J r�a 57 \ \ 1JJ , / \ LA 4 \ \ \\ �' 60 Q Ise 5:' ''58 ' tcl N. 1 3 �`\ 37 t2 • lyot a Lot 3 \ks: ` 5., )� AI* SHEET 6 OF 7 11111111.11.1.- F • LINE TABLES NO. DIRECTION DISTANCE NO. DIRECTION _DISTANCE L1 S 20'23'50" E 55.63' L34 S 81'27'37" W 23.98' L2 S 50'57'07" E 18.29' L35 S 61'46'52" W 28.26' L3 N 50'57'07" W 3.00' L36 S 73'34.55" E 5.53' L4 N 50'57'07" W 50.58' L37 S 73'34'55" E 45.01' L5 N 25'27'49" W 34.71' L38 S 39'02'53" W 21.46' L6 N 25'27'49" W 31.34' L39 N 50'57'07" W 18.29' L7 N 42'55'13" W 44.71' L40 S 39'02'53" W 50.00' LB S 42'55'13" E 44.71' L41 N 50'52'24" E 9.35' - L9 S 25'27'49" E 29.96' L42 N 50'52'24" E 56.84' L10 S 25'27'49" E 36.09' L43 S 50'52'24" W 54.69' L11 S 39'02'53" W 50.00' L44 S 50'52'24" W 11.50' L12 N 50'57'07" W 50.58' L45 N 20'23'50" W 55.63' L13 S 5747'42'. W 58.35' L46 S 17'42'10" E 30.81' L14 N 574742" E 58.60' L47 N 4713.00" E 60.22' L15 N 73'35'25" W 26.89' L48 N 05'27.30" E 12.24' L16 S 6719'46" W 98.13' L49 N 3110'38" W 113.14' L17 S 46'43'43" W 152.59' L50 S 71'13'47" W 5.88' L18 N 1740'26" W 68.25' L51 S 71'13'47" W 46.53' L19 N 65'59'48" W 46.85' L52 S 0731.45" W 22.37' L20 N 18'22'47" W 26.58' L53 N 34'56'56" W 44.69' L21 N 62'04'37" W 25.40' L54 N 34'56'56" W 88.94' L22 N 25'32'24" W 99.62' L55 S 84'24.24" E 68.85' 123 N 38'39'45" W 70.68' L56 N 83'52'30" E 58.47' .. L24 N 63'13'50" W 123.18. L57 N 30'35.04" E 314.91' L25 N 46'55'17" W 63.42' L58 N 80'36'00" E 131.57' L26 N 11'45'02" W 12.28' L59 S 44'28'55" E 33.85' L27 S 50'51'12" W 32.34' L60 S 44'28'55" E 49.22' L28 S 50'51'12" W 13.21' L61 S 26'45'56" W 41.15' L29 N 25'45'24" E 17.48' L62 S 47'44'16" W 230.31' L30 S 83'22'38" E 20.06' L63 S 58'46'46" W 21.90' L31 S 63'48'08" W 71.56' . L64 S 58'46'46" W 35.98' L32 N 5748'00" W 44.67' L65 S 6746'13" W 108.46' L33 N 63'01'17'. W 50.35' L66 N 42'29'16" E 53.54' CURVE TABLES NO. DELTA RADIUS ARC TANGENT CH. BEARING CHORD NO. DELTA RADIUS ARC TANGENT CH. BEARING CHORD C1 09'59'37" 322.00 56.16 28.15 S 01'09'42" W 56.09 C38 03'58'54" 808.00 56.15 28.09 S 59'47'08" W 56.14 C2 09'57.43" 322.00 55.99 28.06 S 08'48'58" E 55.91 C39 0736'29" 808.00 36.78 18.39 S 63'04'50" W 36.78 C3 06'36'01" 322.00 37.09 18.57 S 1705'50" E 37.07 C40 06'35.23" 778.00 89.48 44.79 N 61'05'23" E 89.43 C4 01'09'55" 1407.00 28.62 14.31 S 20'58'48" E 28.62 C41 90'00'00" 40.00 62.83 40.00 S 84'02.53" W 56.57 C5 02'18'59" 1407.00 56.88 28.45 S 2743'15" E 56.88 C42 03'10'08" 875.00 48.39 24.20 N 49'22'04" W 48.39 C6 0718'59" 1407.00 56.88 28.45 S 25'02'14" E 56.88 C43 05'46'16" 875.00 88.13 44.10 N 44'53'52" W 88.10 • C7 01'18'57" 1410.00 32.38 16.19 S 26'51'12'. E 32.38 • C44 05'40.57" 875.00 86.78 43.43 N 39'10'15'. W 86.75 • CS 01'31.32" 925.00 24.63 12.31 S 28'16'26" E 24.63 C45 04'42'24" 875.00 71.88 35.96 N 33'58'34" W 71.86 C9 03'31'52" 925.00 57.01 28.51 S 30'48'08" E 57.00 C46 9716'05" 40.00 64.42 41.62 N 14'30'40" E 57.68 C10 03'27'34" 925.00 55.85 27.93 S 34'17'51" E 55.84 C47 08'42'29" 422.00 64.14 32.13 N 56'17'29" E 64.08 C11 03'36'10" 925.00 58.17 29.09 S 37'49'43" E 58.16 C48 08'22'14" 422.00 61.65 30.88 N 4745'07" E 61.60 C12 03'33'50" 925.00 57.54 28.78 S 41'24'44" E 57.53 C49 01'50'18" 422.00 13.54 6.77 N 4738'51" E 13.54 C13 03'31'52" 925.00 57.01 28.51 S 44'57'35' E 57.00 C50 09'08.42" 178.00 28.41 14.24 N 46'18.03" E 28.38 C14 03'31'52" 925.00 57.01 28.51 S 48'29'27" E 57.00 C51 47'49.21" 25.00 20.87 11.08 N 74'47'04" E 20.27 . C15 00'41'44" 925.00 11.23 5.61 S 50'36'16" E 11.23 C52 60'12'10" 45.00 47.28 26.09 N 68'35'40" E 45.14 C16 90'00.00" 40.00 62.83 40.00 S 05'57'07" E 56.57 C53 29'36'20" 45.00 23.25 11.89 N 23'41'25" E 22.99 C17 90'00'00" 40.00 62.83 40.00 S 84'02'53" W 56.57 C54 47'09'23" 45.00 37.04 19.64 N 14'41'26" W 36.00 C18 01'43'43" 775.00 23.38 11.69 N 50'05'16" W 23.38 C55 46'39'08" 45.00 36.64 19.40 N 61'35'41" W 35.64 C19 06'31'32" 775.00 88.27 44.18 N 45'57'38" W 88.22 C56 37'08'45" 45.00 29.17 15.12 S 76'30'22" W 28.67 C20 06'38'28" 775.00 89.83 44.96 N 39'22.38" W 89.78 C57 54'52'57" 45.00 43.10 23.37 S 30'29'31" W 41.48 C21 06'29'44" 775.00 87.86 43.98 N 32'48'32" W 87.81 C58 40'13'10" 25.00 17.55 9.15 S 23'09'37" W 17.19 C22 04'05'51" 775.00 55.42 27.72 N 27'30'44" W 55.41 C59 0736'12" 25.00 3.32 1.66 S 47'04'18" W 3.32 C23 03'20'35" 825.00 48.14 24.08 N 27'08'06" W 48.13 C60 09'08'42" 222.00 35.43 17.75 S 46'18'03" W 35.40 C24 05'26.02" 825.00 78.24 39.15 N 31'31'25" W 78.21 C61 0758.23" 378.00 52.60 26.34 S 45'42.53" W 52.56 C25 05'33'30" 825.00 80.03 40.05 N 3701'11" W 80.00 C62 10'26'50" 378.00 68.92 34.56 S 54'55'29" W 68.83 C26 03'07'17" 825.00 44.94 22.48 N 41'21'34" W 44.94 C63 00'29'49" 378.00 3.28 1.64 S 60'23'49" W 3.28 C27 01'54'07" 300.00 9.96 4.98 N 41'58'09" W 9.96 C64 9437'11" 40.00 66.06 43.36 N 7702'41" W 58.80 C28 04'15'31" 350.00 26.02 13.01 N 31'40'17" W 26.01 C65 01'43'38" 1363.00 41.09 20.55 N 23'52'17" W 41.09 C29 09'07'10" 350.00 55.71 27.91 S 38'21'37" E 55.65 C66 0736'38" 1363.00 62.10 31.06 N 21'42'09" W 62.09 C30 04'38'17'. 775.00 62.74 31.38 S 40'36'04" E 62.72 C67 02'47'27" 278.00 13.54 6.77 N 19'00'07" W 13.54 C31 07'32'47" 775.00 102.07 51.11 S 34'30'32" E 102.00 C68 17'02'04" 278.00 82.65 41.63 N 09'05'21" W 82.35 C32 05'16'20" 775.00 71.31 35.68 S 28'05'59" E 71.29 C69 06'14'02" 278.00 30.25 15.14 N 0732'42" E 30.23 C33 05'12'49" 825.00 75.07 37.56 S 28'04'13" E 75.04 C70 01'01'08" 422.00 7.50 3.75 N 51'25'41" E 7.50 C34 02'05'01" 825.00 30.00 15.00 S 31'43'08" E 30.00 C71 01'19'01" 378.00 8.69 4.34 N 49'02'34" E 8.69 C35 06'40'51" 825.00 96.20 48.15 S 36'06'04" E 96.14 C72 11'08'34" 300.00 58.34 29.26 S 35'26'49" E 58.25 C36 06'39'25" 825.00 95.85 47.98 S 42'46'12" E 95.80 C73 02'16'43" 322.00 12.81 6.40 N 0717'53" E 12.81 C37 04'51'13" 825.00 69.89 34.96 N 48'31'31" W 69.87 C74 282'00'53" 35.00 _172.27 28.33 S 79'08'42" E 44.05 '^� �D C75 0723'33" 278.00 11.61 5.80 S 06'51'29" W 11.61 1' I2• ly-01 SHEET 7 OF 7