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HomeMy WebLinkAboutSUB201200074 Plat Signature Copy 2013-07-11STATEMENT OF CONSENT TO DIVISION: THE DIVISION OF 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 THEORE11CAL ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. GIVEN UNDER OUR HANDS AND SEALS THIS � DAY OF !d 2013 JACKIE B. SHIFFLETT (PRINT NAME) JACKIE B. SHIFFLETT COMMONWEALTH . _ , . TO DO HEREBY CERTIFY THAT: 0. (PRINT NAME - JACKIE B. SHIFFLETT) WHOSE NAME IS SIGNED TO THE SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME BEFORE ME IN MY eAlF AND COMMONWEALTH AFORESAID GIVEN UNDER MY HAND AND SEAL THIS DAY OF � ���V\ 11it138t ��`•`���' • RI ., Gt yR Ry ® 7063552 ® COMM. EXPIRES. y m. 01/31/2014 B RY Pv NOTES: 1. OWNER: JACKIE B. SHIFFLETT D.B. 1949 PG. 149 GPIN: 05500 -00 -00 -07800 IN PART 2. ZONING: R -1 3. TOTAL LOTS: 6 4. SETBACKS: FRONT YARD (25'), SIDE YARD (15'), REAR YARD (20') 5. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT 6. DRAINAGE: CURB & GUTTER 7. DEVELOPER: OLD TRAIL CREEKSIDE IV, LLC 8. DENSITY: PLEASE SEE TABLE ON SHEET 4 FOR AREAS IN LOTS, OPEN SPACE, RIGHT OF WAY, AND COMMON AREAS. THE TABLE ON SHEET 4 ALSO INCLUDES ALLOWABLE AND PROPOSED DENSITY. CLUSTER DEVELOPMENT IS ALLOWED WITH 25% OF LAND BEING WITHIN COMMON OPEN SPACE BONUS FACTORS: 5% DENSITY INCREASE IS ALLOWED FOR PROVISION OF STREET TREES 10% DENSITY INCREASE IS ALLOWED FOR USE OF INTERNAL ROAD SYSTEM 15% DENSITY INCREASE IS ALLOWED FOR DEDICATION OF OPEN SPACE LAND TO PUBLIC USE 9. SEWER: ALBEMARLE COUNTY SYSTEM 10. WATER: ALBEMARLE COUNTY SYSTEM 11. THIS PROPERTY IS LOCATED IN THE LICKINGHOLE CREEK WATER SUPPLY PROTECTION AREA. 12. THIS PROPERTY IS LOCATED WITHIN THE ALBEMARLE COUNTY WATER SUPPLY. 13. THIS PROPERTY IS LOCATED IN ZONE 'X' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBERS 51003CO228D & 51003CO229D, DATED 2- 4- -2005. 14. DURING THE PROCESS OF OUR PHYSICAL PERIMETER SURVEY NO INDICATION OF A CEMETERY WAS FOUND. NO FURTHER INSPECTION OF THIS PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 15. IRON RODS WILL BE SET AT ALL CORNERS (5/8" DIAMETER) 16. ALL LOTS BEING CREATED ON THIS PLAT CONTAIN A 6800 S.F. BUILDING SITE AS REQUIRED BY SECTION 18.4.2.1 OF THE ZONING ORDINANCE. 17. ALL PROPOSED UTILITY, DRAINAGE AND SLOPE EASEMENTS SHOWN HEREON ARE DEDICATED FOR PUBLIC USE. 18. ALL WATER AND SEWER EASEMENTS TO BE CENTERED ON AS —BUILT LOCATIONS. 19. STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 20. NO TREES IN THE TREE PRESERVATION AREA WILL BE REMOVED. 21. ALL OPEN SPACE AREAS ARE HEREBY DEDICATED TO PUBLIC USE. 22. ALL STREETS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE. 23. ALL WATER AND SEWER EASEMENTS SHALL BE DEDICATED TO ALBEMARLE COUNTY SERVICE AUTHORITY. SOURCE' OF TITLE THE PROPERTY EMBRACED WITHIN THE LIMITS OF THIS SUBDIVISION WAS CONVEYED TO JACKIE B. SHIFFLETT BY DEED FROM MARY M. SHIFFLETT BY DEED DATED AUGUST 23, 2000 AND RECORDED AUGUST 24, 2000 IN DEED BOOK 1949 PAGE 149 AS RECORDED IN THE CLERK'S OFFICE, CIRCUIT COURT, ALBEMARLE COUNTY, VIRGINIA. ��RD P P SIT'T' UPPER BALLAR FIELD s OLD TRAIL DRIVE TYPICAL BUILDING SITE. 15' 40' a Ln 20' , J-- 25' 15' ON Ml LL f- CREEKSIDE 0 GAP I�OCUR FI 0l<E 250 vicl.ATTY ffAP SCALE = 2000' CRO.ZET 1 �llal P NROWNSb ?)4 / E. S. HENLEY M.S. AGENT FOR THE BOARD OF SiJPERVISORS REVISION DATES 7 -3 -12 8 -1 -12 2 -20 -13 4 -29 -13 ul DATE CR.�.�K,�S"�I�E III PiT.SE 11C WHITE HALL DISTRICT * ALBEMARLE COUNTY, VA DATE: JUNE 1, 2012 JENNINGSTEPHENSON P.C. �o�so ssuPi� ios� ROAD GLEN ALLEN, VA 23060 �j ,,,�n PHONE - 804 - 545 -6235 LAND SURVEYORS FAX - 804 -545 -6259 SHEET 1 OF 4 &PLANNERS �� J. N. 12 -026 REVISION DATES 7-3-12 8-1-12 2-20-13 4-29-13 '9 EASEMENT NOTES 10' SIDEWALK EASEMENT HEREBY CONVEYED TO OLD TRAIL COMMUNITY ASSOCIATION, INC. OVARIABLE WIDTH DRAINAGE EASEMENT "HEREBY DEDICATED TO PUBLIC USE" OVARIABLE WIDTH WATERLINE EASEMENT TO BE DEDICATED TO ACSA VAR. WIDTH SIGHT DISTANCE EASEMENT "HEREBY DEDICATED TO PUBLIC USE 20' SANITARY SEWER EASEMENT TO BE DEDICATED TO ACSA GREENWAY EASEMENT HEREBY DEDICATED TO ALBEMARLE COUNTY ROBRT PAUL MILLI D.B. 1703 PG. 62 GPIN: 05500-00-00— EXISTING PARCEL LINE LUCILLE B. HATCH D.B. 2643 PG. 352 GPIN: 05500-00-00-079D3 ot4 VK N/ 3 JACKIE B. SHIFFLETT tK 7 ? %6 y D.B. 1949 PG. 149 Ob GPIN: 05500-00-00-07800 IN PART C5 �? 25.93± ACRES o 00 9 - LESS 5.99± THIS PHASE=19.94± REMAINING Ae 1-4 4rj cb -14 1,A C' 7,7 .00, c J y{ V�l '23 Q� NO- go, 3 0 9 t45 �rr, 0 1 2(3.A (3,3 (0 A0 LOT /6 )0 48 clk/c (40, N651 20,133 SQ. FT. Cl '0048 04- N65 3�9'. 33 0j c 30-29 r /A 30 . . .... tK 00 ' ACCESS EASEMENT HEREBY / _� VA 2, L DEDICATED TO Y \ \ / ACSA x ZOT 16' -N,A,�.._ 1l < Q>1 6 20,069 SQ. FT. OPEN SPACE v pr "v 2.55± ACRES 11 ILL- cj 00 HEREBY DEDICATED TO co LOT 37 �- �, �� / / ALBEMARLE COUNTY 7 0' c 45 �.°c g' p 20,016 SQ. FT. Lij w ED LLJ %K �d �0 (f) 00 --4--30'LANDSCAPED a", 2 1 Ld BUFFER LOT 14 _j 18 z 21 20,101 SQ. F tKq:> 2 I-- F- 6 0) A- < < 6 0 110 N )9 YA `%'. A-, >; �' / / 9, \°3 G'\ EXISTING Ll 15 PARCEL 'A 49(' 9 %K N / ,�K / LINE ,� / � � LOT 13 C) 'IV A 20 SANITARY SEWER, .77. 21,261 SQ. FT 4 LOT 36 % %,� / 5�� EASEMENT 21,972 SQ. FT. X, 791> A) D.B.4219 PG.567 30' ACCESS GREENWAY D.B.4221 PG.653 7 EASEMENT EASEMENT 9 0 .0 D.B. 4287 D.B. 4287 cj 2 PG.647 PG.647 CREEKSIDE III � 4 4o- \<� \ LOT 35 OLD TRAIL PA ALONG C/L PHASE 1113-2 VAR. WIDTH CREEKSIDE PHASE 11 CREEK 393'± D.B. 4287 PG.647 SIGHT DISTANCE D.B. 3587 PG. 482 LOT 12 EASEMENT �D.B.4236 PG.7 10 SIDEWALK 10' SIDEWALK 6 e.�� EASEMENT 20' SANITARY EASEMENT LOT 34 SEWER ESMT. &OD D.B. 3587 PG. 482 1(0. L D.B.4287 PG.647 D.B.4287 PG.647 LOT 25 LOT 11 �����'•�M , > VARIABLE WIDTH 70 fv DRAINAGE ESM'T ` ! / <1 D.B. 4236 PG. 700 / \ 6 14 Ifl VARIABLE WIDTH /20' SANITARY SEWER ESMT UTILITY ESM'T D.B.4287 PG.647 CREEKSIDE III D.B. 4221 PG. 653 PHASE 1113-1 D.B. 4236 PG. 712 CREEKSIDE III Z /I/ Ci?TT. ffSlj OE III PHASE 1113-2 OPEN SPACE D.B. 4287 PG.647 LOT 10 WHITE HALL DISTRICT * ALBEMARLE COUNTY,, VA nArrr• ffrArip I 9019 mr A rr. 1 "= -Azf) 0) 00 f"'; 1 -4 K) F N -4 E--4 JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD SUITE 103 N GLEN ALLEN, VA 23060 SHEET 2 OF 4 PHONE — 804-545-6235 LAND SURVEYORS FAX — 804-545-6259 & PLANNERS J. N. 12 -026 m JACKIE B. SHIFFL.ETT D:B. 1949 PG. 149 GPIN: 05500-- 00 --00- -07800 IN PART 25.93± ACRES LESS 5.99± THIS PHASE = 19.94± REMAINING cq 0) Aj 0 3' Z Lu VARIABLE WIDTH GRADING EASEMENT o� p �cS� v�l• tx 3 / tK mod,\ 3 / ®p tK- CJ �. p4 tkt x a p h� 0 49 T r . 3 ri h 7 V ,w G`� U �, ••. a �2 :-2 3 ti �0 t � r tY �\\ LOT 16 G12 o P y 20,133 SQ. FT. C SCI ov A- ti LOT 15 \ v o' \�- / 20, 059 SQ. FT. w / Y / t , LL- 00 , LOT 3'�' y t N ro =y C}, / �' c''- V �' o �,• 20,016 SQ. FT. / / %� 8 20,101 S FTO �`�`� p\ - �`° �' I' "", il `26 ,� = = JACKIE B. SHIFFLETT D.B. 1949 PG. 149 GPIN: 05500-- 00 --00- -07800 IN PART / T9s 0 q7 1 / \ 63 \ 25.93± ACRES \ •� , ^�" N8 •`'�� LESS 5.99± THIS PHASE = 19.94± REMAINING EXISTING �Qd /� PARCEL J �� / > ©cy apt \ LINE LOT 13 �• / \v /c05 / �g o�•20' SANITARY SEWER 4 \ LOT 36 //, ti 21,261 SQ. FT. ,� \ fey �'` �°� EASEMENT 79 \v �\ 21,972 SQ. FT. / \ '� ,�TK / / � / , D.B.4219 PG.567 D.B.4221 PG.653 2 cy� SHEET 3 OF 4 REVISION DATES 7 -3 -12 8 -1 -12 2 -20 -13 4 -29 -13 cl?zZiffSIDE III WHITE .HALL DISTRICT * ALBEMARLE COUNTY, VA DATE: JUNE 1, 2012 SCALE: 1"= 50' JENNINGSTEPH-ENSON P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 N PHONE - 804- -545 --6235 LAND SURVEYORS FAX -- 804 --545 --6259 & PLANNERS J. N. 12 --026 NAME OF PLAT D.B. /PG. ACREAGE OF PLAT(AC) CUMULATIVE ACREAGE # OF LOTS CURRENT PLAT CUMULATIVE # OF LOTS DENSITY OF THIS PLAT (DUA) CUMULATIVE DENSITY (DUA) ACREAGES ACREAGE OF LOTS OPEN SPACE /COMMON AREA -- CURRENT PLAT AC % OPEN SPACE /COMMON AREA -- CUMULATIVE AC % DEDICATED OPEN SPACE AC % DEDICATED R/W RESERVED FUTURE R/W SUM OF AREAS CREEKSIDE PRELIMINARY PLAT N/A 76.54 CHORD BEARING 96 CURVE 1.26(APPROVED) LENGTH 47.98 21.1 27.6% L1 S1 3 °54'34 "W 6.28 L26 75.36 CREEKSIDE I PLAT 3191/130 S33 °42'05 "W 3.49' Cl 495.00' 88.41' S60 ®3549 "E 88.29' C26 143.21' 27.48' S25'07'34 "W 27.44' L2 TOTAL FLATTED 40.00' 28.461 S00 °21'57 "W 35 L114 1.23 19.51' 17. ')A-7, 25.9% 268.03' 7.364 25.9% 3.68 0.174 28.461 28.461 OPEN SPACE REPLATTED IN CREEKSIDE II FROM CREEKSIDE I N30'56'03 "E -1.117 L3 N80 °32'04 "E 24.35' L28 S83'47'43 "W 58.24' -1.117 568'37'28 "W - -1.117 C3 495.00' 51.28' NET TOTAL 51.26' 27.344 27.344 21.84' S69 °52'56 "E 1.28 1.28 S08 002'01 "E 6.247 22.8% 6.247 22.8% 6.247 22.8% 6.83' L116 27.344 CREEKSIDE II PLAT 3587/482 730.00' 8.82' N78 °43'57 "W 8.82' C29 208.06' 71.14' S81 °16'29 "E 70.79' L5 S80 °32'04 "W 23.35' L30 TOTAL PLATTED 20.00' 15.327 42.671 19 54 1.24 1.27 9.194 5.27± 34.4% 11.517 27.0% 5.27± 34.4% 0.864 N84 041'24 "E 15.327 CREEKSIDE III -- PHASE 2 PLAT (PROPOSED) N/A 11.468 L31 S1 3 °41'06 "W 8.49' L118 S24 °1010 "E 8.59' 8.150 71.1% 770.00' 6.772 59.1% S1 3 °01'29 "W 37.93' C31 TOTAL PLATTED OPEN SPACE REPLATTED FROM CREEKSIDE II 125.43' N80 °1 1'53 "W 123.06' L7 N75 °33'50 "W 40.00' L32 N14 °33'45 "E 13.55' L119 S1 0'45'56 "W 20.85' C7 770.00' 130.82' -- 5.269 130.66' C32 381.19' 191.53' S75 °1 423 "E 189.52' -- 5.269 S11 °36'49 "W - -5.269 L33 N04 °08'37 "E 7.42' NET TOTAL S44-45'57 "E 6.199 48.87 6 60 0.97 1.23 2.914 2.881 46.5% 14.398 29.5% 1.503 24.2% 0.404 L9 6.199 CREEKSIDE III -- PHASE 2B---1 4236/712 1.417 50.287 2 62 1.41 1.23 0.970 0 0% 14.398 28.6% 34.33' 0.447 165.67' 1.417 CREEKSIDE III -- PHASE 213--2 4287/647 j 2,52± 52.81 ± 4 66 1.58 1.25 1.918 0.60± 23.8% 15.00± 28.6% 0.60± 24.2% 2.52± CREEKSIDE III -- PHASE 2C PLAT (PROPOSED) N/A 5.99± 58.80± 6 72 1.00 1.22 2.837 2.55± 42.5% 17.55± 29.8% 2.55± 42.5% 0.606 5.99± REMAINING DEVELOPMENT AVAILABLE IN CREEKSIDE N/A RESIDUE TMP 55--78 19.94± PORTION OUTSIDE CREEKSIDE PRELIM. SUBDIVISION LIMITS -2.23 NET TOTAL 17.71± 76.51 24 96 1.25 LINE TABLE LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH CURVE RADIUS LENGTH CHORD BEARING CHORD CURVE RADIUS LENGTH CHORD BEARING CHORD L1 S1 3 °54'34 "W 80.45' L26 S23 °07'05 "W 29.97' L113 S33 °42'05 "W 3.49' Cl 495.00' 88.41' S60 ®3549 "E 88.29' C26 143.21' 27.48' S25'07'34 "W 27.44' L2 S24 °17'10 "W 40.00' L27 S00 °21'57 "W 20.00' L114 S24028'53 "W 19.51' C2 455.00' 268.03' S82 °3523 "E 264.17' C27 221.13' 87.27' N30'56'03 "E 86.70' L3 N80 °32'04 "E 24.35' L28 S83'47'43 "W 58.24' L115 568'37'28 "W 11.93' C3 495.00' 51.28' S83 °30'09 "W 51.26' C28 195.83' 21.84' S69 °52'56 "E 21.83' L4 S08 002'01 "E 40.01' L29 N1 3 °41'06 "E 6.83' L116 S19`53'14 "W 24.85' C4 730.00' 8.82' N78 °43'57 "W 8.82' C29 208.06' 71.14' S81 °16'29 "E 70.79' L5 S80 °32'04 "W 23.35' L30 S76 °1 854 "E 20.00' L117 S1 7 °32'25 "W 38.72' C5 25.00' 40.50' N31'58'31 "W 36.22' C30 422.69' 62.56' N84 041'24 "E 62.51' L6 N78'23'11 "W 94.42' L31 S1 3 °41'06 "W 8.49' L118 S24 °1010 "E 8.59' C6 770.00' 37.93' S1 3 °01'29 "W 37.93' C31 185.67' 125.43' N80 °1 1'53 "W 123.06' L7 N75 °33'50 "W 40.00' L32 N14 °33'45 "E 13.55' L119 S1 0'45'56 "W 20.85' C7 770.00' 130.82' N19 *18'11 "E 130.66' C32 381.19' 191.53' S75 °1 423 "E 189.52' L8 S11 °36'49 "W 23.88' L33 N04 °08'37 "E 7.42' L120 S44-45'57 "E 24.44' C8 480.00' 115.69' N17 °11'04 "E 115.41' C33 401.19' 201.58' S75 °1 4'23 "E 199.47' L9 S1 3 °54'34 "W 37.83' L34 N04 °08'37 "E 126.37' L121 S11 °45'03 "W 50.08' C9 25.00' 37.85' N33 °05'22 "W 34.33' C34 165.67' 1 15.66' N63'33'1 6 "W 15.66' L10 N24 °1013"E 77.73' L35 S86'34'50 "E 17.68' L122 S00 °07'21 "E 27.14' C10 495.00' 92.83' N71 °05'10 "W 92.69' L11 S24 °10'13 "W 77.79' L36 N19'18'04 "E 8.88' L123 S1 9 °45'50 "W 37.04' C11 495.00' 61.67' N89'5737 "W 61.63' L12 N49 °46'45 "W 72.51' L37 SO4 008'37 "W 144.41' L124 S21 °50'12 "W 56.02' C12 25.00' 36.48' S51'48'12 "W 33.33' L13 N18 °06'43 "E 80.92' L38 S1 4 °33'45 "W 8.74' L125 S49'42'09 "W 71.24' C13 520.00' 127.88' S1 7 °02'39 "W 127.55' L14 S13 °25'17 "W 117.25' L39 S1 4'33'45 "W 182.99 L126 N29-5837 "E 0.52' C14 730.00' 124.02' S19 °18'11 "W 123.87' L15 N23 °32'27 "E 61.81' L40 N75 °26'1 5 "W 20.00' C15 90.00' 4.48' 545'06'27 "W 4.47' L16 N89 °1 8'05 "E 87.69' L41 N1 4'33'45 "E 175.70' C16 191.13' 89.75' N33'04'50 "E 88.92' L17 N00 °41'55 "W 20.00' L42 N21 °29'07 "E 16.05' C17 173.21' 33.24' S25 °07'34 "W 33.19' L18 S89 °1 8'05 "W 78.50' L43 S68'30'53 "E 20.00' C18 205.27' 60.11' N22'14'02 "E 59.90' L19 N24 *10'05 "E 10.21' L44 S21 °29'07 "W 16.03' C19 686.65' 102.66' S1 8 °07'40 "W 102.57' L20 N65'49'55 "W 4.76' L45 N11'2658 "E 20.90' C20 93.11' 65.01' S42 °24'42 "W 63.69' L21 N21 '37'59 "E 319.52' L46 S78'33'02 "E 20.00' C21 101.77' 69.80' N42 °45'54 "E 68.44' L22 N21 *29'07"E 103.85' L47 S11 °26'58 "W 20.90' C22 131.77' 90.37' N42'4554 "E 88.61' L23 S21 °29'07 "W 103.89' L48 N07 °1 0'29 "E 18.98' C23 63.11' 44.06' S42 °24'42 "W 43.17' L24 S21 *37'59"W 315.74' L49 S82 °49'31 "E 20.00' C24 656.65' 98.18' S1 8'07'40 "W 98.09' L25 N23*07'05 "E _ 29.97'_ L50 S07 010'29 'W 18.98' C25 235.27' 68.90' N22 °1 4'02 "E 68.65' 'SION DATES 7-3-12 8- -1--12 2- 20--13 4-29-13 Cj?EEj,Sll�.� III PjT2,SE 11C WHITE HALL DISTRICT * ALBEMARLE COUNTY, VA DATE: JUNE 1, 2012 JENNINGSTEPHENSON 1o1so sraPLES MiLL RoAo P.C. SUITE 103 GLEN ALLEN, VA 23060 LAND SURVEYORS PHONE - 804 - 545 -6235 SHEET 4 OF 4 FAX - 804 - 545 -6259 & PLANNER J. N. 12 -026 1i<<J�3