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Home My WebLink AboutSUB200300017 Plat 2003-04-08Agent Board Of Supervisors The subdivision of 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. GENERAL NOTES: COUNTY PLANNING COMMISSION MIAN SPRINGS PRELIMINARY C,.,a... D.. SUBDIVISION PLAT "W"h NOTARY PUBLIC TAX— MAFA18 PARCEL 3 � m THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF . 20 My Commission Expires 1.) THE DEVELOPER RESERVES A 10' UTILITY AND OR DRAINAGE EASEMENT ALONG ALL LOT LINES. 2.) THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMNTS AS WILL BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. TWENTY FOOT EASEMENTS ARE TO BE CENTERED ON ALL DRAINAGE CULVERTS AND ALL DRAINAGE DITCHES WHICH LEAVE THE ROADWAY, SUCH EASEMENTS SHALL TERMINATE AT NATURAL WATER COURSES. 3.) EACH BUILDING SITE MEETS THE REQUIREMENTS OF SECTION 4.2.2.2 (18-520). 4.) ONLY ONE DWELLING UNIT PER LOT. 5.) NO FURTHER DIVISION WITHOUT PLANNING COMMISSION APPROVAL. 6.) SUBJECT PROPERTY DOES NOT LIE IN THE 100 YEAR FLOOD PLAIN AS DEFINED BY FEMA, EXCEPT FOR THOSE AREAS THAT ARE SHOWN ON THE PLAT. 7.) SUBJECT PROPERTY LIES IN THE NORTH FORK RIVANNA RIVER DRAINAGE DISTRICT. B.) LOTS WILL NOT BE SERVED BY PUBLIC WATER OR SEWER. 9.) THE ROADS CONTAINED IN THIS SUBDIVISION ARE HEREBY DEDICATED TO PUBLIC USE. 10.) THE STORM DRAINAGE EASEMENTS SHOWN ON TH.TS PLAT ARE HEREBY DEDICATED TO PUBLIC USE. 11.) IF. = IRON FOUND, IS. = IRON TO BE SET 12.) THIS PROPOSED 30' ACCESS EASEMENT WILL PROVIDE REASONABLE ACCESS BY MOTOR VEHICLE, AS REQUIRED BY SECTION 14-514 OF THE ALBEMARLE COUNTY CODE. 13.) THIS PLAT IS BASED ON A CURRENT FIELD SURVEY PERFORMED IN SEPTEMBER OF 2002. 14.) UNDERGROUND UTILITIES MAY EXIST ON THIS PROPERTY. 15.) ALL NEW UTILITIES ARE TO BE UNDERGROUND. 16.) THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY, 17.)THE AGGREGATE ACREAGE OF THE LOTS DERIVED FROM PARCEL 33 THAT CONTAIN LESS THAN 21 ACRES SHALL NOT EXCEED 31 ACRES. SETBACKS: (RA Zoning) FRONT: THE SETBACK FROM EXISTING PUBLIC ROAD RIGHTS OF WAY IS SEVENTY FIVE (75) FEET. THE SETBACK FROM PROPOSED PUBLIC AND PRIVATE ROAD RIGHTS OF WAY IS TWENTY FIVE (25) FEET. REAR: THE SETBACK FROM REAR LOT LINES IS FIFTY (50) FEET. SIDE: THE SETBACK FROM SIDE LOT LINES IS FIFTY (50) FEET. ROUDABUSH, GALE AND ASSOCIATES A PROFESSIONAL CORPORATION SURVEYORS, PLANNERS, ENGINEERS 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINIA Arw� AL It SITE DATA: TAX MAP 18 PARCEL 33: MAGISTERIAL DISTRICT: ZONED: SOURCE OF TOPO: DATUM: SOURCE OF SURVEY: ir1=9N.r" INDIAN SPRINGS PHASE I VICINITY MAP N. T. S. OWNER: LEE G SADIE W. HERRING 607 SIMMONS GAP ROAD DYKE, Va . 22935 DB . 463 p.466 DB. 147 p.318 (desc . ) DB . 329 p.082 (plat) WHITE HALL LOUISA AERIAL SURVEYS INC. NAVD88 PROPOSED TAp 18 37 SPRIhW PHASE 3 CONTRACT PURCHASER: HALEY, CHISHOLM G MORRIS P.O. BOX 550 EARL YSVILLE, Va . 22936 CURRENT FIELD SURVEY BY ROUDABUSH, GALE G ASSOIATES, INC. NORTH FORK RIVANNA WATERSHED FLOOD PLAINX: A PORTION OF TAX MAP 18 PARCEL 33 (shown with shadeing) LIE IN FLOOD ZONE A, AREAS OF 100 YEAR FLOODING. ALL OTHER AREAS LIE WITHIN ZONE 'C' "AREAS OF MINIMAL FLOODING." XFLOOD PLAIN BASED ON FLOOD BOUNDARIES DIGITIZED FROM FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510006 0085 B, RFFECTIVE DATE DECEMBER 16, 1980. LEGEND C- o 0' = 20' Storm Drain Easement —.— r -- --i = Setback Lines -- -- = 100' Stream Buffer Property Line Iron Fond or Iron Set SHEET INDEX SHEET 1 — COVER SHEET EARLYSVILLE SHEET 2 — CHART ALLOCATING DEVELOPMENT RIGHTS AND ACREAGES SHEET 3 — 300 SCALE OVERVIEW SHEET 4 — SHORT LINE DATA SHEET 5 — SHEET 7 PRELIMINARY SUBDIVISION PLAT Rev. Feb. 27, 2003 JANUARY 20, 2003 SHEET 1/7 FILE: #4345 Q/JPowe11/4345-PRE-SUB-HERR ALLOCATION OF DEVELOPMENT RIGHTS AND ACREAGE TAX MAP 18 PARCELS 33 & 33A NEW LOT NUMBER EXISTING PARCEL NEW LOT OR STREET NAME TOTALS 34 13. 7985 0 DR) 13. 7985 (1 DR) 35 4.0101 0 DR) 4.0101 0 DR) 36 24.2976 24.2976 37 23.0059 23.0059 38 5. 4527 0DR) 5. 4527 (1DR) 39 7. 7341 0 DR) 7. 7341 (1 DR) Residue 25.8866 (RES) 25.8866 (RES) Parcel said p TM. 18-33 Tick Road'C' 0.7734 0.7734 EXISTING PARCEL 104.9589 104.9589 TOTALS (40R+ 1 RES) (4DR+ 1 RES) TMP . 18-33 104. 9589 A c . (Survey) 25.8866Ac . Res i due TM. 18-33 -0.6362Ac. Parcel 'X' =25.2504A c. Re v i s e d 1.3638Ac . (Survey) TM. 18-33A +0.6362Ac. Parcel 'X' =2.000OAc . Revised KEY: DR = DEVELOPMENT RIGHT RES = RESIDUE OF ORIGINAL PARCEL Rev. Feb. 27, 2003 Q/JPowe1114345-PRE-SUB-HEPR V �,Q2 5 A Q 0/ 0 0o Q 0 cn 25.2504Ac. RES m ~ TMP 18-33 LEE 6 SADIE HERRING Ch DB 463, p.466 DB 147, p.318 (desc.) ZONING: RA ROUDABUSH, GALE AND ASSOCIATES A PROFESSIONAL CORPORATION SURVEYORS, PLANNERS, ENGINEERS 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINIA SHEET Lot 37 23.0059Ac. Lot 36 24.2976Ac. Lot 38 5.4527Ac . 33 Lot 35 0' 4.0101Ac. Lot 39 7.7341 Ac . Lot 34 13.7985Ac. SHEET 4 33 A° E. 2A \ 23 g0 Q 5 A Al 19 GppTH ZpNE p NpaTH , �A Gat 0'31 AA ev. Feb. 27, 2003 JANUARY 20, 2003 SHEET SCALE: 1" = 300' 3/7 FILE: #4345 — Ac nnr �r rn ucnn l.Y/ 11 VYY l.. 11/ I-,- I I - ✓ I . .. .. I V. ................ ... . . .. ....... . .. .... .... ........ W., 11 L 0 1 - �.,d 24. ?976 Bldg Site 173.21'x173.21' 30,000 sf ...... ......... ............... . . ........... . .... . ... .. ... ............ .. ........ a ............ Kdg-$ite =.X =. 1 30,000 sf. . ............ . . .... ......... .... .............. . . . . . .......... . . .... ........ .. .. .. .. .7 U3 (Z) M-u UD M-0 m w L31 CDt- cl) f .. .... .... f T...... .......... o al . .......... .... .. . LP 260-.0 U0 R=: ) .'. 0 000 878"t 8 1 So A= 59 ......... ................... An 83 %,8,5 7 x........... 7 ................ ....... . . .... J . ......... .. . ....... ROUDABUSH, GALE AND ASSOCIATES SCALE 1" = 100' JANUARY 20, 2003 SHEET A PROFESSIONAL CORPORATION 100 so 0 100 zoo SCALE: 1 100' SURVEYORS, PLANNERS, ENGINEERS 4/7 914 MONTICELLO ROAD SCALE IN FEET CHAPL 0 TTES VILLE, VIRGINIA FILE: #4345 ............... /* 0'.iff _01 r Fri.: . .... .... -3 . .•. . . .. . .. ....... ..... . ..... ......... ccy, .......... ......... .. . .. ....... .1 ......... .......... c i. j........... ......... .......... . . . .......... ..... . .... .......... ROUDABUSH, GALE AND ASSOCIATES A PROFESSIONAL CORPORATION SURVEYORS, PLANNERS, ENGINEERS 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINIA ... ...... . ... .... I ......... .. .... ...... ...... ...... .................... ............. ........ ..... .......... . .......... 55 Bldg Site 0 173.21'x173.21 55 30,000 sf ................. SCALE 1" = 100' 100 50 0 100 200 SCALE IN FEET ............ .............. ...... 540 ... ....... .. ... .. .. . .. .... . ........ .. ...... ............ . . ......... X............. 560 5� 0 .... ...... . ............ ......... . ......... ....... ........ ... .... ........... J. 3 ....... ......... _0 ........ .............. I I ria P& 31Cg 5 ite =.X 30,000 S`f. Z, 30 OIJPo we I 114345-PRE-SUU-HLHH 4-J . . ............. . ..... ..... ...... I Lo ? f If I 2 ................. tu I . . ....... . ...... % '. ROUDABUSH, GALE AND ASSOCIATES A PROFESSIONAL CORPORATION SURVEYORS, PLANNERS, ENGINEERS 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINIA \%. ........... .. .......... ...... ............ ca u ) T -r CiL .............. J . ANY 7 .......... ............. Q) (D LLJ O ,7 � LL N;I I . ............. ............ J ........... uj mm SCALE I" = 100' 100 50 0 100 200 SCALE IN FEET JANUARY 20, 2003 SHEET SCALE: 1 " = 100' 6/7 FILE: #4345 01JPowel114345-PRE-SUB-HEAR CURVE RADIUS DELTA ARC CHORD BEARING CHORD Cl 2BO.00' 11 °4 0 ' 32 " 57.06' S62 054 ' 15 "E 56.96 1 C2 2BO.00' 26°05'43" 127.521 S44 001 'OB "E 126.43' C3 3BO.00' 4 032 ' 14 " 30.09' S33 014 ' 24 " E 30.OB C4 3BO.00' 37041'43" 250.001 S54 021 '23 " E 245.52' C5 3BO.00' 32 °22 ' 52 " 214.761 SB9923'40"E 211.91' C6 47.43' 44 006'42" 36.52' N52 021 '33" E 35.62' C 7 40.00' 156°58'04"-;; 109.5B' S71 °12'4E "E 7B.39Ti ' CB 40.00' 101 045 ' 37 " 71.. 04 ' S5B 009 ' 05 " W 62.07 1 C9 47.43' 35 059 ' 17 " 29.79' NBB 057 ' 45 "W 29.30' CIO 420.00' 34014'25" 251.001 NB9 050 '11 " W 247.2B' CII 420.00' 34006'19" 250.001 N55 039 '49 " W 246.33' C12 420.00' 7038'23" 56.00' N34 04 7 '2B " W 55.96 1 C13 240.00' 37019'43" 156.361 N49 03B 'OB " W 153.61' Rev. Feb. 27, 2003 U/ tJrUWCI 1/ 9J'1J-rtl F--Jvo-1 lCnn