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HomeMy WebLinkAboutSDP198700007 Plan - Other (not approved) 1987-05-04DIMENSIONAL LAYOUT NOTES 1. Dimensions are to the face of curb (or edge of pavement where there is no curb) or outside of foundation wall. 2. "Traffic markings shall be white on asphalt pavement. Painted lines shall be 4 inches wide. Normal parking spaces are 10' x 20'. handicap parking spaces are 14' x 20'. Paint handicap symbol where shown on drawing. 3. Boundary information based on survey elated January 29, 19087 by B. Aubrey Huffman and Assoc., LTD, of Charlottesville, VA. 6i"Y r��/ ///I /;- �J4r•>�y�--•/ ;76,,V p 1;z_._ r M � &Z.7VO, � PRO,3 \, s�r�� UNC , 36 VV .rte% IN _-N FZ_17_ZJ1F67 P) / 4 / i f =3 / i l :iii:::::::} •. .' :.ate::.:. .... W 4 U7 _ 'r Z \ s / t 105 345<6- 3W ~• 1 / \v I >r Q' / s ..:.:.i:: is s. .. J t � or / ' , / t J v Z w � � C7 / q zi. t -� o (v / r / J }4 ... VIA J / 1 / o .-- 7 i t 1 o I I / 0 I �• ; (/ wig i i � / � 1 \ /lij SPX Yl.� r >z- / 4. n _ l tt P. / J s/ r �+' / l t !moi / 1. ..y s I j e / 0 r- � ' y✓"� ,yam Lij tea. y !" ,yam S w UJ �r` LijE t h T/< 1.. :1 l \ I �j �'ya r +�:;��� _ 1 1.: J S.3v 1 1 / 9 `\ '� ItiI 7 a \ Ah" ti.. �� LVjj 0 v t r. r� i r, S V / I \ i. r- .EST 4 / 9 �� c >v r o .;.:.:..:.: r d P 1 :L WSJ U / 'T \ .- \ 1 L' 1 U L i /r , .- \ rt' a O Y Y / 3 I \ 1' 1 I / Xr r. 112 ! 1 ! I X - VICINITY MAP E /9 , I r,9 r - d 4 kt .`4 • 9 °rev { :. '�:�.:.• � / 7: '> _� . 1 •-` a%-= .:ate" / � 083,, •:1:' tz` `:':1::: '\ '. t ! � 5l'�% 7J` �i�C/1 �Ci � ( ` �..• i'• � 1 \ � /:.....1 I ONE _ I \__411,- --`asp.. r / L N . L. � �,.- i zz J /!' -e r ,�,, 4e=.. \. \.,., "�'-••-.....,,%�:;';�:::ii2:>;�':::::�:ii:`` S.J�Y ;(;:ii:?;_,'r(;.�;-:�. I I t /\� �. /�lll/I�lL'If1// �tll�IeL �%�/j� (iY' t s,, .: 1 i I i. \ ¢. e• •-••'.,`/'/� n;ci ic':'..`:i':'-:�;':i:;":_i:.:....:.:. '! 1//2.2 - dc,64 1 ! // JY ! ' tn ✓'' J�iG v Uj ��y= ADD >:.: 1 ��Tro r�:::�. l l 7 /1/-�'' d:4 :::::::.:.:.. , .fix.. �� i �,� .. _ — _ �� r r ,'!✓'fir' D 0 i \ p I Ll l �• 1 JN*" / J fj)3 c e k •,�' � H N E / \ ! D- �/ .rrL0Uj � � � ,oTL.. _Z \ \ _ /lI/ / 1�,LirQ�'t-� 1 , Vertical clearance between underground utili lines e in la r with \ / `\ Z�l- \ 3/ / ( p0 �/ 1 _� Authority ri_th County Serf ice - Z 7 ` 9_requirements. -' 10 \\ \ f ✓'y �G/zC `� \"�i, S' \, i' --- i 2• Water lines shall be SDR -18 PVC. ' , ' _ J 3. Sanitary serer service line arid fittings shalt_ be type PSM PVC pipe conforming to ASTM D-3034, Connection to \ _� _ _ _ �\ / J County sewer main shall be made in accor]nace with County standards. dam _ _ _ _ \ \ \ \ /- ~tl� ~�\ 4> Obtain a minimum CFVR value of 10 on subgrade before placing aggregate base course. \ o ✓ it 30 5. Contact owners of existing utilities before beoinnino construction affecting utilities. 6, Roof drainage to be collected below ground and connected to storm sewer system or directed to open ditches. _DE--DE-A NO �� � \,� � � `. � �',\ \� \ '� , `! \ `•,� �"'/ �. 1�'���'i' 1i� l/ '� �/ `e � 4•,, �� // ��� 7. The construction limits shall be the property lines or as indicated. 8. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The contractor will be \ �� ci yy responsible for notifying the proper Service Authority officials at the start of work. h A R i� E A '- E--t----� T--*— S M A i � SCALE \ ��/t✓%l , !� 1/ � / �v� 9. The location of existing utilities across or along the Line of the proposed work are not necessarily shown on G, GE `A ON NDICAT'ON ON j ti \ , \ , \ J7 �° f� �� the plans and where shown are only appro::imately correct. The contractor shall on his own -initiative locate all I„EE, No 1 d \ \ \ \ - /' ���•��,r , underground lines and structures as necessary. SHEE T NO Z w,y� 10. All materials and construction methods snall comply I;,ith General [dater and Sewer Construction Specifications as \ \ \\ ~� \\ � // � adopted by the Albemarle Count Service A -, P \ o � - % y e Authority on January 20, 1983, as amended December 20, 1984, BENCH MARK (USGS) \ \\ \. \\ \ \ / 711N 11 . All elevations are based on U.S.G.S. dat rm, E -r A RE E R E + L E SYSTEM CHARACTER OF tl11RK: STANDARD DISK \\ o� \ \ \ \ l TAX JYI/4P 670 ESTABLISHED BY: VIRGINIA DEPAR'TPLLNT OF HIGHWAYS \ \ \ \ \ �� _ _ \ I P19RC6`L- ,J1 � r, 12 , The contractor shall be responsible for anti f ina "Loss Utility" \�� Y y (1-0800-»2-7001) prior to commencing DESIGNATION; Y 345 REST"i' 1959 ; \ \ 'e \ \ \ �\ \•/ \\ moi/ �S'SD 0 � � .. construction. ELEVATION: 550,47 c� \\ \ \ \ \ \ \ \ I (/1/�'45PS/� DE'T'AILED DESCRIPTION: 1_,0 MILE WET ALONG U.S. HIGHWAY 250 \\ \ 1 i \ \ \\ \\ / + � 2©/!/�Q.9-/ � ,� 13, All water and sewer lines shall have a three foot minimum cover over the centerline of the pipe. -E; K A- c MENS ONS AND CON " 1 PROPS THE JUNCTION OF U.S, HIGHI•1AY 29 AT THE NORTHWEST EDGE ?NS A' 'HE Ji.9 5 'E ANC REPpR" q a. NCONS S'EN ES '0 'HE ARCH OF CHARLOTTESVILLE, 23 FEET SOU OF EDGE OF PAVEi•IE�`FT \ \ \ \ � \ �,- \ / / �"` �� // 14, Topographic information based on a survey dated Llarch 1987 by J. H. Bell, Jr. of P,Iineral, VA, OF U.S. HIGHWAY 250, 24 FEET SOUTHEAST OF THE CENTER OFA \•e t/ i i \ \ \�`� / / i `��� / GRAVEL ROAD LEADING SOUTHWEST TO THE COMMONWEALTH MOTOR �°s� COURT, 155 FEET NORTHEAST OF THE NOR'T'HEAST CORNER OF BRiCK \ \ `�a \ J �.SITE INFORPiA'I'iON RESTAURANT AND GIFT SHOP, 1.0 FOOT SOUTHWEST OF A ROCK I \ \ 1;� \\ ,/-y / \ WALL, 35 FEET SOUTHEAST.' OF A CULVERT UNDER U.S. HIGHWAY :; E V 15 O ti � 250, 110 FEET SOU'1'H1dES`I' OF THE SOUTH RAiL OF THE C.&,0> 1 . Owner/Developer; -- - -- —-------_._.--- University Village Limited Partnership RY, TRACKS, 14 FEET NORTHEAST OF A MANHOLE ON GAS LINE, 5 \ \ \ e' \ `'., 2114 Angus Road, Suite 212 FEET NORTHEAST OF A C, & G. S, WITNESS SIGN, AND SET iN 1 \ \ \ �;\ ' harlottesville, VA MARK D A' F THE TOP OF A CONCRETE POST, \• ~ - + ---- ~' 2. I.M. 60, Parcel 53; D.B. 454, P. 272 i \` J 3. Zoning R-10 Jack J ah-steri.al District; Albemarle Co.,1 ,•a . =�r�°°�'' vr`' �S'��'',',�'ri�•f6� /� I \1 °''`'' \ \ /// I'a Sch ( ] Site): . - - - --- - — ��°� \ / GW 5. Acing edule excluding Marceting Center Si e '\ A/W / q i ( sp./unit t 260 units) + (1 sp./ employee x 40 emp.) = 300 p, t �.° Re u red: 1 ni x s Provided: 322 sp. (incl. 180 sp. in underground parking ) --------- ---- '\ garages `•: ������CI-� \� / J �: := a' , ,�y�'/G/%J� f�J� / // 6> Maximum Building Height = 65 ft. „ wGr�� ,o GD Chi/i/TI%�i'.Q //NES' ,`\ \\ ,:•}:' \ 7, 7. Maximum Plumber of Employees - 40 per shill ----- --- r---------- - --- -.7 Ii;: •;� ( `� '~- �. _ - - _.- _- - '' � `'` -" �' / 78. Dwelling Units: 230 Condominium Units 30 Townhouse Units (future) Gross Residential Density = 7 units/ac. � /NLS 9 F.pproximate Site C ooe (includino Marketing Center Site and future townhouses): i _ n Builds G , _> ,_ o sass- -;- v��or - cif T/oma/ o _. - - - - --- -- --- -- - - / z Ris Condominium �n s' 6� ac 7 1% j :.; \ \ / Townhouses(Future), 0.83 ac 22% - S' °......................."� \\ "Ia:intenance/Plarketing Buildings: 0,06 2° ..--..�,.. J� CO�E!C. ,�U�i�,r'G �y 'y' Parking/Drives: g 4.39 ac. lU / n�.:,,, .:.,. l.a� G /i T�S Recreation/Open p ce • -78.7%- -�.� �ac /� PA✓ENi�NT r' �\ \\ TOTAL-. _ 0 3 37 30 0 J cam. \ ,• �. > - lighting P from adjacent properties and roadways. o4 /V 5-4-87 , signs to be roviced throughout the s' }safety. \ \ // Outdoor li htin to be provided and directed towards the site Band away • � p g t to el assure !i�,��\��� \ ,tea. c'�� P c'i'.9' � ``'��`'`°�•.,_ `` (� \ I �- - � � �� � ✓/ii� 11 . Traffic fie and pedestrian p Gr/E"G•C - C'�Jry/-'i� 'CTEC� - ir'G'G'�f'C""G'.9T� '`•,� 12, Asphalt trails to be provided within the site for pedestrian and wheelchair traffic circulation - ,'y'/iY. !--%yea r'G, �,.•. �� _��„ �c> �,,- � on anrecreation. i 13° Site to be landscaped in accordance with Count Standards. Landscaping to be maintained and replaced if a .�.,,E''i�i'•G���° �/i��/,✓f./�a�' J`�G��'%/-C�/7,� � {I, �"-.�.--�..�•�.-„ ` a�""-wd i P Y P � � 3 - 57� /1 should die. Y 14. This site is not located within a reservoir watershed. U