Loading...
HomeMy WebLinkAboutSDP200700002 Plan - Other (not approved) 2007-01-02THE MEADOWS EXPANSION HOME & COMMUNITY CENTER for the ELDERLY PRELIMINARY SITE PLAN ALBEMARLE COUNTY CROZET, VIRGINIA SHEET INDDC PROJECT DATA 1. PROJECT NAME: THE MEADOWS EXPANSION 2. OWNER /DEVELOPER: JORDAN DEVELOPMENT CORPORATION P. D. BOX 5608 CHARLOTTESVILLE, VA 22905 3. TAX NAP 56 PARCEL 148. DB 651: PG 147 = 1. 050 ACRES - ACCESS ROAD PARCEL 14C, 2B 651; PG 147 = 23. 743 ACRES (PARCEL A) PARCEL 14C 1, 08 1120; PG 459 = 3. 700 ACRES (PARCEL A -11 TOTAL ACREAGE - 26. 843 ACRES 4. BOUNDARY PROVIDED BY THOMAS B. LINCOLN LAND SURVEYOR. INC. 5. AERIAL TOPOGRAPHY PROVIDED BY A. C. S. A. 6. MAGISTERIAL DISTRICT: WHITE HALL 7. ZONING: PRD. SEE ZMA 85 - 5 S ZMA 2003 -005 (ALLOWING UP TO 96 TOTAL UNITS) 8. PRESENT USE: HOMES FOR THE ELDERLY 9. PROPOSED USE: SAME. ADDING ADDITIONAL ONE STORY APARTMENTS f0. THE SITE LIES WITHIN THE RIVANNA RESERVOIR WATERSHED. 11. THIS PROJECT WILL BE SERVED WITH PUBLIC WATER AND SEWER. 12. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. 13. MINI NUM SETBACKS: BUILDING PARKING FRONT - 30 FEET FRONT - 10 FEET SIDE - 35 FEET REAR - FEET M. PARKING CALCULATIONS: EXISTING SPACES: 58 -ONE BEDROOM APARTMENTS - 1. 5 SPACES PER APT.= 87 SPACES PARKING PROVIDED = 97 SPACES NEW SPACES: 38 -ONE BEDROOM APARTMENTS - 1. 5 SPACES PER APT.- 57 SPACES PARKING PROVIDED - 57 SPACES 15. EXISTING SITE INFORMATION: BUILDING AREA PAVEMENT AREA IMPERVIOUS ARE GRASS AREAS MOOD AREAS TOTAL 00. 4 7 55 ACRES l 32) A 7: 80 ACRES 1 7%) 11. 29 ACRES (42%) 13. 75 ACRES (51X) N. T43 ACRES 15, NEW SITE INFORMATION: BUILDING AREA = 0. 66 ACRES ( 3%) 38 UNITS PAVEMENT AREA = 0. 99 ACRES ( 4%) IMPERVIOUS AREA =-T. ACRES ( 7%) 17. COMBINED SITE INFORMATION: BUILDING AREA PAVEMENT AREA IMPERVIOUS ARE GRASS AREAS W00D AREAS TOTAL SHEET I - COVER SHEET SHEET 2 - EXISTING TOPOGRAPHY SHEET 3 - PROPOSED DEVELOPMENT - FRONT SHEET 4 - PROPOSED DEVELOPPENT - MIDDLE I SHEET 5 - PROPOSED DEVELOPMENT - MIDDLE 2 SHEET 6 - PROPOSED DEVELOPMENT - BAGK SHEET l - PRELIMINARY LANDSCAPE PLAN Existing units =58 New units =38 Total units =96 TO CROZET N` EW y PROPOSED BOUNDARY LINE ADJUSTMENT TO - 000UR PRIOR TO FINAL 517E PLAN SUBMISSION 1. 41 ACRES 1 5 %1 2_ 04 ACRES ( 8%) A - 3. 45 ACRES (13%) 9. 86 ACRES (37X) 1OPEN SPACE =23. 39 ACRES (87 %) 13. 53 ACRES (50 %) 26- 8 ACRES 18. NUMBER OF STORIES: 1 19. BUILDING HEIGHT IS LESS THAN 35 FEET. 20. EACH OUTDOOR LUMINAIRE EGUIPPED WITH A LAMP WHICH EMITS 3. 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. 21. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ON TO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF (112) FOOT CANDLE. 22. THERE ARE NO SLOPES GREATER THAN 25% (CRITICAL SLOPES) THAT WILL BE DISTURBED WITH THIS REVISED SITE PLAN SUBMITTAL.( PENDING NOTE. TO BE DETERMINED) Existing property line --- TMP 56 -146 JORDAN DEVELOPMENT CORP. PARCEL A ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of hte permit shall govern. 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance With the approved erosion control plan and shall be instal lad prior to any clearing, grading, or other construction. 4. All slopes an disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2: f (horizontal: vert LCal). Where reasonably obtainable, lesser slopes of 4: 1 or better are to be acheived. 5. Paved, rip -rap or stabilization mat lined ditches my be required when Ln the opinion of the Albemarle County Director of Engineering, or the Director' s designee, it is deemed necessary in order to stabilize a drainage channel. 6. Al] traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 8. All excavation for underground pipe installation must comp With OSHA Standards for the Construction Industry (29 OFF Part 1926). OTHE CONSTRUCTION NOTES 9. The location of existing utilities across or along the line of the proposed work are not necessarily shown an the plans and where shown are only approximately AVE. correct. Tne contractor shall on his own initiative locate al] underground lines no structures as necessary. 10. The contractor shall verify the locations of all boundaries, buildings, vegetation and other pertinent site elements. 1413 11. 1he contractor shall be responsible for notifying 'MISS UTILITY' - 1 -800- 552 -7001. OF ALBEMARLE 12. COntour interval = 5 Foot 2' 514- 95 5UPERPAVE O O O O O 6" - VDOT m21A BASESTONE J O O O O CS - WITH PRIME COMPACTED SUB6RADE I i GBR =10 TO BE FIELD VERIFIED TYPICAL P AVEMENT_ S ECTION ASPHALT, Pa D5, REGY6 PA VEMENT OR CRUSHED STONE 5' WIDE LEX. 2 STORY TYP. EX. 41R11T [ COMPACTED STONE APT. BUILDING APT. 6L126 ONE STORY I t n) VDOT m21A GOMPAGTED ' 25 UNITS) L T 56 -14CI TO RT. 250, 5UB6RADE MEADOWS HOU511, 16 CORP. PARCEL A -1 TO CROZET ZMA /2003 -005 Proffers dated October 6, 2004 Tax Map and Parcel Number (s) 56 -14C 6 14C1 THE ME 1) Maximum Units. The maximum number of residential units is ninety -six. 2) Occupancy. Occupancy shall be limited to persons aged sixty -two years or older, low and moderate CROZET AVE. BROP# 45VILLE RT 240 income elderly and/ or disabled persons Who qualify as such under regulations established by the United E. S.States Department of Housing and Urban Development. A husband and wife occupying a dwelling unit shall be qualified occupants provided that one of the spouses is at least sixty -two years old. HENLEY M. S. 3). Walking Path. The walking path (identified on the Application Plan as -proposed Walking Path') the Application Plan be shown on every subdivision or site RT 250 she 11 be located as Shown on and shall plat plan. in landscaping the TO IVY Tne path sha 11 be no less than five feet width. except where existing or utilities prevent I five foot width. The subsurface small be four inches of crushed stone and the surface shall be asphalt, W. A. H. S.prime and sea]. recycled pavement. crusteit stone, or any other hard surface approvetl by the County Engineer. EXIT 101 4) Temporary Construction Easement. The Owner shall reserve that area identified on the Application MILLER SC41O0L ROAD Plan as - 20' Wide Temporary Construction Easement. . .' Upon the request of the County, the Owner 1 -64 RT. 635 shall grant to the County _foot wide temporary construction easement in the location shown on the Application Plan to facilitate the construction of a street an Tax Mao 56 Parcel 17A connecting Crozet Avenue to the Old Trail Subdivision. This proffer and the Owner' s grant of this easement shall pe conditional upon the County agreeing in the deed of easement to restore as nearly as possible the premises within the easement to their original condition by backfilling trenches. replacing fences, trees and LC/ shrubbery, and reseeding or restoring groundcover, provided that the County snail not be required to repair the easement. If the County does not request the temporary construction N) -rY or replace any structures within ten of the date of approval of ZMA 2003 -005, this proffer shall expire ano the landseasementwithinyears shall thereafter not be sub) act to this reservation. 5). Land Disturbance. Land disturbance shall be limited to those areas where a structure, utility, driveway, street, parking area or other such improvements are shown on the application plan. Additional disturbance may take place if the agent finds that the location, design, construction, and maintenance of these improvements will have the minimum environmental impact on the area and yet allow the improvements to adequately serve the protect. The site plan shall include a Tree Conservation Plan as described in Section 32.7.9.4(b) of the Zoning Ordinance. The tree preservation area shall be shown on the s plan. ASPHALT, Pa D5, REGY6 PA VEMENT OR CRUSHED STONE 5' WIDE NEWW 4' THICK CONCRETE WAWIDELK, 4, 000 P51 5' COMPACTED STONE COMPACTED STONE VDOT m21AGOMPAGTED 'VDOT m21ACOMPACTED_ ' 5UB6RADE SUBC RADE WALKING PATH DETAIL TYPICAL SIDEWALK DETAIL CONSTRUCTION JOINTS TO BE 6 O. G., 1/ 4" WIDE, I" DEEP EXPANSION JOINTS TO BE 50' O.G. OR LE55 L16W BROOM FINISH LEGEND WW- NEW WATER LINE 5 EX. SANITARY LINE S S- NEW SANITARY LINE APPROVAL BLOCK DEPT. OF COMMUNITY DEVELOPMENT _ __ _ ' AF _ L DATE UARY 2, 2001 REVISIONS Februaryy 9, 2001 April I, 2001 SCALE r'= 2OO Q , kLTHMP c O ' C B iaNAL O } n _ j Z ` Q LU C LU ^ CO W 3 L Q I. IJ LJJ 0 w 2 2 H W W W I W Lei BRIAN P. SMITH, PE CIVIL ENGINEERING, INC MLY W = Ib7 k! UAL 9M. . ILMId, fry IMM 105 PEST HIGH STREET GHARLOTTESVILLE, VA 22902 TEL: (434) 296 -3644 FAX: (434) 296 -2041 bpspemearthlinxret L JO_ B NUMBER 2- 013- 00 L .NAMEG PLAN I PRO 1 SHEET 1 OF, / i c ISTING 6' BOARD ON OARD FE E _ 1 WITH ATTICE ON TOP I r 82 s, , 80 7S, 77 76 N 7 5 4 61 8 , I E 4 as 8 as \ \ \`MI fir' /j, /87 88 89 mill 4 Qp P M TCH EXISTING 1 C ° IDEWALK 1 l c uy 10' l o • 'lo. I U 1 T 4 LOT 4 F F= `V i 65NOTE. LOTRELOCATETWO EXISTING TREE TO ACCOM FF8: CONCRE PAD 657 0 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED DESIGNED 6r: PROJECT: 20' 0 20, ENGQJEERS AKS WFSTHALL•PHASE IV REVISION NUMBER:W. A STONEHAUS DEVELOPMENTSURVEYORSDI `'un '"" ALBEMARLE COUNTY, VIRGINIA 0 PLANNERS B rirtE: TRASH RECEPTACLE ORAW/NG NUMBER: ASSOCIATES Aor AREA DETAIL WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE, SHEET NUMBER: 415124.00 CVIL r.sa 1 -24-07 l OF 3DATE: 13. OFart9iyrtVdgnoarE: 2s JOn oT 13:J E i AWT S77 11'1 LOT 70 FF= 662.67 a LOT 71 FF= _ WE662.67 1 LOT 72 FF= 661,67 ` LOT o 73 f FF= c G _` 661000 U nT ENGGMERS SURVEYORS PLANNERS omlmiilm LOT L0; 69 68 FF=FF 662.67 6630 dTE V WE. T v 41W IS A NRBEDGRAPHI2RSCAEMUSTUSED 0 20' 20' RFVi STUN NUMSf R: ROJECT: VJES MALL-PHASE N ASTONEHACOUNTY , VVIR7ff-ALBEMARL rzc AfdTSH RECEPTACL AREA DETAIL _ --urrE KATE LE NAME. ti• Tb 425.27 15' 6 61 60 59 5 64 LOT 63 62 o FF=659°6 659000 0 0 .•/.. 0 6S a SOT IF THIS IS A GRAPHIC DRAWING MUST RBE USED Aee_ 20' 0 20 REVISION NUMEf R: DCSI,N OO ©r: PROJECT' WESTfIALLPHASEN O — ENGINEERS VIRGINIAvsASTONEHAUSDEVELOPMENT F -SURVEYORS or?nwn eI ALBEMARLE COUNTY, _ 5Rn — w/NC Nu "n+eEF: PLANNERS GLw rnLC TRASN RECEPTACLE IP ''LWED "" AREA DERAIL - - - -ASSOCIATES KS —_ -- . flT NlIvarR: U'S_'PLINf CAL f: C,ATL: yp.ema„> maa..n.ww. NJ /A NUML3fR FILE N.h,E. 3 OF 3tymwcV. x.tw n.m, M • sw CNI /'24 -07 rm wa,ww sew ZOSl24.IX1 FILE:WACa00,2175124dumpSler amerMmenldgn DATE February 9, 2001 REVISIONS N \ , / / 1 \ r .. - - ..••`- _rJ.- i.... .. /r J' -^ \ -f'r P , •\ 7't8 -'-_ 1 ! ° 1 I I Y)'''),/ 3.3 11 1 \ '' J 67 1.6 ' \ \ 61 r '--. -... / 1 \1`\ ` -- \ `\ -'- •— S I 1 I I \ \\ -` — ' ' \ ' t -\ \ — _. _ / / ) / / /' %° / - ' \ \ r I ( S` r 1 I -- -. / A 650 l I \ Y / t - r / \\ 1 1 \ \ i 1 \ / / ' 1 / / / / ° \ j / { 59 •g \ \\ \\ _ f ! i ( 1 ' 1 \ 1 t r / 1 I \ \ ` \ i I \ \` -- - -- -' { } \ \ i = " ! -' Iv1- / rr' , f•' --- 1 / / l \ \ \ \\ f \ I I ! / I 1 / \ / f 1 I I \ \ \ \ - / I i r' 63ys ` ___ ---r Al 651 •` \ (,; __ -- / l ' 1 \ / I ! \. .- - - \ - / / - .__ _. -' / / l / 4 \ ', 11 / c--• ! / j ; . f /, I ,650— — / / { \ i / / / I ' + ` / / / `\ \ _ ._- / '' i / / OV / '/ / / I /• ice' ---- -- - —^ -- -- ' - -- ^. -_ -. \ \ t ._ _._ J / ' ' / "" / / l // / / / ` I \`\ '\ \ f ! I I - 6g •Z.2 // / , 1 `/\ \\ \ \\ \ k 1 -` -- -- - - -- -- - -- — — _ : / / / - i • • ,' ` ' / /— ' _.- - -- — -- __ --- — -- — -- — - DRAIIt€ ' I \ \ \ \ '/ / '- / - // / - - \ \ \\ / / / / g5l•A - \ 652.5 1 j '-- . -,--.r 1 PI 1 #l I / / / I II i f I ! / / -• j I - I I Id 6620 l / i _- rr .• \\ 1 / / PRE rf ~ ------ => , 1- _ - - --tc r 62 r^ - ' J D,.1NGE AREA /# 31 +sSV '\ ` r f ' \I 1.51q /E 1 t .... • - f ! \, 663.2 r r ( 1 / j / / , / /. 1 / ! l / / ! r / / / / ,,' S -' _ _' -\ ! — — — ' \\ _ _ = - 6 4 .• / -• ..- `-` JJ / / t t / / f j / ! l / / / / / / j ,/' . ---. ,i ! I I `•--- •___.'° rr -' j_ , 663,1 / { / ! ! / / Jl1f ,/ / I ! I r / - 666. J p1 1 t r S { l I it 1 .-- -! -- / /-!-- % I // / / / : , i r -• /•' \ 6 „ I - - -I i E "- , I - - ! I \ 66B.5 ot IeK1 i / r ' ' / / _ - rte / // // / / - - ' / °/ t ` \ \ ~ \\ \\ \' / ,/ I I I - - I I ( I \ _ _,_, . i / ,,,,,'- / / / y 84Q gl /' / / 4 1 1 . , . ~ - J I ( / -.' _ _-. _ -•- ~ - . ---' i j / i 1 / /,'• ° FKONG+ f r / I / 6t 3.2 / / / l / / i / l 7' / /I ( / / ._ - _ __`^ ` ., ; • \,.; \ ,;, pay ,, / j / / / - ,r / ( / I ( I • i/ ; i / '"" --_ ` \ \5 \ \ 1 / 'r -- ._ _ -' J / •\ \ / , ° r ' fl ,° ' C ' - -1 .' / // e 1 / /• t l / / ,/ I / I I i ( / / / / • \ \ \ \ \ \ \ \ / /` -- -- `-- , _ .._ ..- --- ! _ .Y \,\ ',% 6 g / , 66-I 3 f ( ! fir' / l - 1 1 X_X r ; ' - - _ _ / / / I N7E AREA #2Xf \ \ \- '' \ 6 .' / i I , t --+ -- x —T- x — x \ \ / / 5 - 2q AGREf -- 1 I I / ' \ \ \ \ _ .. "- -_ _- - / i / - - _._. / / / / I 626 n s _ ' I I I I ) / / ..-- ` \ \ /. , n , r' f / `. -. _ . ___ -- r . , i ` j ' ' " "- '- t -.._. "- " J ` { i Oil L \. 1 / . - SCALE 1 "- I00' t f J a I Z O Q W a w m LM C) 0 wW 22 0 WI 2 ij P.j fl Z w 2 a O w D C 0. BRIAN P. SMITH, PE GIVIL ENGINEERING, ING 105 WE5T HW 5TREET GHARLOTTE5VILLE, VA 22902 TEL: (434) 296 -3644 FAX: (434) 296 --2041 bpTeoearthllnknet JOEL NUMBER 02- 013 -00 REC"D FEB 0 s 2001 COMINANTY DEVMppA*W TOPO SOURCE: A.0.5.A. CONTOUR INTERVAL 15 5 FEET U.S.G.5. VERTICAL DATUM ONO. NAME 51 TE PLAN I .PRO SHEET 1 OF DATE February g, 200 - 7 REV I S I ON5 1 l 1 ` y „rr l _ / 7 ,f , - .fi t \ " ' J \ \. \ \ \ \ `s "`` \ 1 1 + 1 + \ / \ i \ t _- / ,i / i 1 - _, \ , '' \ / f \ \ \ \ \ \ \ \ \ t ! \ \ \ & 52:5 6?8tit / ! - \ 1 ` \\ ` J \ \ , z \ \ \ ` ` Y, ;i' '' / } ` \ i ` j \ i \ 61\.6 `\ `' / / f / ; 1 / / // '1 / \ \ IS it / I 1 I - - . -._ _ ; S \ I , \ \ \ \ -- ` I \ `\ \ \ / / I / / / ;% /` / ` I/ 61 t / \ ; I ' / __. - ` ' / \ c i l I 1 \ \ ` \. - \ — - -- ---- / / ) / / , ! = ' \ • f i I ! ` a' \. / 65G-, 1 `\ // I I f \ _ r l 1 \ ` _ i '\ _ , —` rrl• / % / / / \ \ 1 '\ ' I / r' 651 651. 602. 50.2 -)[ - L X.650— — / / \ / , _ _ • • / "•/ / i. _ \ \ r 64s.3 r ( rL r DRAM _ #I / k \ _ / / / _r , • / - _ - 648 4 rXISTOW Hoop-W 11 \C 16 / r — — I I I ; \ - - - , - -..- - / , d + \ 1 65'x• / 05T / f J ( J / l / / J _____ t - - - -- (V . . - r 62 '' \ \ Vrte- ' V I r rr DtNGE AREA/#3 2.343 >4E5 1 / / / / / / - j •.. \ _ 2 rrr / ^ /l 1 / / / ' r -- — __ r - -- ._..._ -- _ r t \ 663. ,• r 1 j I l / / r ° ' Y ` _ __ i `J•" -6684 ! 1 1 / Nt sr i } / // / / r ` ii \ t- 1 671 , _ / l P J x / , i ' / t\ , %• ` i I I 111 — ) I / t /K L. ' / /' / / f r - EX• , //' \ I _ I 11 I I I ' ,... :, / / a `- ' r` / — — / ' // / / / ° 73. 3 /' /_` \\\ \ — II —_...— I ,,t is /r' / t I /i• / f _ — — - -- 650- - / I / f, /i / ,i // 68 "+ 3 r" /. ` ,r / / / / I fi1 / f 667.3 OOD7 DkA f4 y " / # !' r 4.a x —Tc i:\ o ' 0 5GALE 1"=100' Il CBRI . 5P111•I ATE No. 10NAL Z O QW o. W LLJ 3: m C) 0 WC w G L 0 WI 2 H d Q C Q W V Q Z Z w 2 CL O J W W a BRIAN P. SMITH, PE CIVIL ENGINEERING, ING am o Q o w 105 hE5T NIGH 51 REET GHARI-.OTTE5VILLE, VA 22802 TEL: (434) 2gb- -3644 FAX: (434) 2gb -2041 bpspeoeorthllnkret JOB NUMBER 02-013 -00 DHO. NAME 51 TE PLAN I .PRO TOPO 5OURCE: A.C.5.A. CONTOUR INTERVAL 15 5 FEET U.S.CG.5. VERTICAL DATUM SHEET Z OF Z