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HomeMy WebLinkAboutSDP198700083 Plan - Approved 1988-03-02RTE, 250 EXISTING SHOULDER ON RTE. 250 THRU LANE TURN LANE VARIES 1.5" S-5 IS 2.5' WIDE AND IS GRASS. 3' OR S-I 0 2.5' GRAVEL SHOULDER, •25" ; FT, i GRASS DITCH .25" = FT. °��O000 � � n o �80� r o �8a--3� 3•t // o 0 cc) _•- I K 12" 021A BASESTONE, TYPE I 3" B-3 i EXISTING -�',, I -- PROPOSED DETMIL 11A99 ROUTE 230 E. ORO38-SEOTIOM N.T.S. VDO GR Li 9®o �t1 0 G U A R IOR G�=,1 � I T YPOCAL CORME R-SEO700M N.T.S. -�- 210' 1 INTERSECTION TO ENTRANCE U.S. ROUTE 250 EAST 80' R.O.W. I ADD 2' OF ADDITIONAL DECEL LANE TO BRING TOTAL WIDTH MEDIUM STREET TREES TO 12' (SEE DETAIL "A FOR CROSS-SECTION REQUIREMENTS). 30' O.C. 42' - 15" RCP INV. IN 376 INV. OUT 375.5 ES -I BOTH ENDS ` EDGE 1001 VIRGINIA POWER R.O.W. I TYPICAL FRAME 8 COVER DI-458 OR JUNCTION BOX STEPS I' SCREEN SECURED TO RISER ELEV. 363.29 48" RCP 12" PVC 10" ORIFICE----- --INV. 359.63 ©IFETA�L as oo TORG�,N�3V'JATE R 0117121 ITOOM NIAMMOLE MO. P)_ N.T.S. 3�1 6° H.P. STEEL GAS LINE 3>s TAPER TO EX. E:.P. ' O.H. TRAFFIC LIGHT 3,2 SCREENING SHRUBS \ \ 00 - _ UNDERGROUND IIEX•15" RCP -- - --- - - -- --- - - *12" CMP t3EGtN RErAiNIN G WALL CELEPHONE I I �T- _ G' 2 R G 10' FROM ABLE ; CENTEL - -- T T EX. TRAFF I C L I GHT �� S 87 ° 0' 0 9 CENTEL PAD P'P' \ PAD 8 POLE GI� 3?\ RAS -� 2� - I -- \\ ° UGE a SS U PROPOSED CAU HIP. STEEL GAS LINE \� UNDERGROUND �1 A= 89 19 30 // ELECTRIC I R= 50 00' G + VEPCO TRANSFORMER --MAJOR U.G. C I I A= 77.95' c od'__ N 71..5 371.75 t 20,371.5 ` \ \ \ CABLES ( 1 \\\ I UGE / \ 4 45° ND 45- . '� 5U'R UNDERGROUND 5'R 5 5'R 373.0 TELEPHONE VEPC0 SIGNAL BOX fl ( 6 ND \ - ?7 9 CUT) E, CENTEL II SHR BS ONE WAY 1 g 3 ' 30' BUILDING SETBACK 14 36? iI 32'R\ 2!R 371.65 + 372..0 SHRUBS GAS II _ , ...-....... \ CONTRACTOR IS TO PROVIDE ELECTRIC 14 HErER 2�R - 10� GRADING EASEMENT 370.5 ASS ip N FOR SLOPE ADJUSTMENT POWER, A BASE PAD, ANCHORING PLATE ,M � AND BOLTS, AND OTHER ACCESSORIES III I CONCRETE PAD ;37 . + I3 I C \ �371.37' I 16' AND RETAINING WALL NEEDED FOR A FREESTANDING, (LEVEL) :.o. ' 15 1 CONSTRUCTION x PERMANENT SIGN TO BE LOCATED E ) EX T. ENTER I - AS SHOWN. OWNER IS TO PROVIDE To � TEL m 16 I C; b.. 20 E ENCH) 9' I BOTTOM OF BANK (EX.) SIGN. o II I I 151R_ 9,. s� STEPPING WASH &\OFFICES' (8 2RCO TE PA I ,•x III I W I iRIFD �,. wTn°�u�cH BUILD G `o E�) D 5 H.C. SIGs -3 TOP OF BANK (EX.) U © \ HRUBS w �, 4 o X o- �I� Z O 371 Q I I O SHRU S MED. SHADE a6 c 1.5' P/IQE H. 8+ x I ® TREE F.F. 371.5 M Da SIDEWALK 24 37 I \ I I 3' FROM BACK OF II o \ \ p STEPPING I- �Y 1 CURB TO D ��I I STONES -}- i � . : '-'... -_ ... o IN MULCH � s, 2r �I c W 366 t C I ,I s .,�'; : O 10 R o L,stEiT , II x ENTRY ROAD III I I 14 \6 ®D I 2 t CONCRETE WA K 371 3037711.5 cNTLR o 22' R I I ' 9 I {� -16 " =12 O LO OBTAIN EASEMENT FROM II I I \ 4 ROOF ; I p V DO T STD. U 4 , DRAIN , I:: I, c� Ck 32' R m I I , v: I 1 C o - "i��� - x 37� m * ADJACENT OWNER FOR III I �I z I 11.. AMP- •0. 1 - 20, �2 tsEE DETAIL -B-) I I x GRADING, LANDSCAPING I I I` W 20 R-- SLOPE TO DRAIN I I I I I I I & RELOCATION OF PP. ICI O MED. STREET 1 10I I I ® I( TREES 30' O.C. I D R z 370 { 371 I a COVERED WALKWAY (STEEL TRAN MISSION r PP U p.1 • 1 g I 3 I I w I U I I o\ 5'R + .a I :'.� .�\ I I ER 1 x z 7/ z I W I �` C.0 370.5 ` O I �. 9 -'( I x w I LL ¢ �� / I .::b 4' D A. C CRET� O � m z W I ®I I o 9 m 4" S.S. I \ 1 ¢.5 3 13 10 I F OTERS z - W LATERAL I I N ,J 3`cONC S 1 b -0-----0 i _ SEPTIC f n Z 368 �' APRON i J i y;\' : p - -�- - o I 3 I " z FIELD `J 2.5 R 68. Q ,`•' ' I 75 X I I= j W �, 365 III DETAIL) G z: VACUU BAYS 16.-. L-16 1 4 °`. BAYS I W 15' ,� l a > I I J qW 1 b :' V,. s- �. O x O 5 e� 0 SIT IGHT 28 X 56 Q -- - .\� p 0� L16M C O N 3 4 IIIq F.F. 371 I I °, -P. I: e. �" � N 00 N I O'30p E I I G AT00°°CP o I T.E . 12 '° ' cA ;t 40.86 I 1 5,R e;: Si AB :,..: to M t _ l I- I PROPOSED RETAINING I 1_� U. I '� U z 2 R 20 366 0 \ i Fc. I: I . WALL WITH PIPE SGNP IG a, �? \ _ � _i 05 •,• H. C. I- -� 3 �= RAILING OF 42° HEIGHT. \ ! \ U 7 _ I BACK OF -RETAMG R4-?A t ;:1 RAM W z m WALL To BE ON vJ 34 �� I. I J �'' r 3 R C.O., I \ \ \W ( SET TOP ELEV = 37D III I SHAD c.o.Y #4 U) 4�R 27 I x SEE SHEET .A-1 VDOT S L FOR DETAILS EX. M.H. � � - _- , I OA EES � I „ � � TOP 364.56 Ex. 4� S.S. 2" H.P. 51R -' 4-7 SIGN 2 W.L L -> z' o � I o INV. 358.70 I LATERAL PLASTIC 14 ' y; 3' R \ C. II I 3° W'L-- -- 1, - 20 R I GAS r \ \ �' I I� ' c. �' 366 �6 REMOVE ABANDONED ra ` (A F J 36 .\ 20 IC POLE t- I I I MH :. SEND EX o, t ro El W.L. . 3 r ..., 948" RI 21 DRAIN \� „ NO ENTER 0 S a;. u , 9 CP. (4 100 1.5'•3 35 R i W.M.5 _ 6 b 5 UNDERGROUND SWD MH. =. ELECTRIC III I - - _ WM WV ,6" W.L. I I SEE DETAIL I �. -_ W "C„ p N 86 19' 30" W 229. 98' EXTENSION SEE WATERLINE z �--- UGE WM III I EXTENSION (-1 III PLAN I IX BENCHMARK I I j a if - -- --- 1 _ LU W PAINTED SQU f�Ej #I 11 EDGE IOOt .VIRGINIA . _z I I Lot N.W. CORNE I REMOVE EX. TREES II POWER R.O.W. I , OF D.I.L V.1 I I EX. 1�30 WIDE I WM ' J II II 0-, �I I 363.84 I� DRAINAGE Q I I EAS�MENT PARKING LOT II OFFICE BUILDING PARKING LOT IQ I I i �i I II T.M.P. 78-1.7H 07 I I �. III Cr 1 X iKEV I N L. SMITH = I I D B, 897 P. 596 I co I �, a � 1 II CONCRETE DUMPSTER PAD W AND 6" BLOCK WALL . 1 I 10'(WIDE. x 10'(LONG. x 5'(TALL 2" H.P. GAS ) ) ) III LINE WALL IS TO BE BUILT OF 8" GREY, CMU O MA TCH BUILDINGS- USE SOLID ,72 tro I W I tij l x U Il z I I w L` I E N D \ Y RETAINING I _ z 10 WALL 10 zux �J FROM fE. U)z \3 I II m Q ?Q rnx U w z S v J x 0 w EDGE 100 VIRGINIA w m POWER R.O.W. = C/) 00 I \ � 316' TO CMU FOR TOP COURSE OF WALL. 0 FIRE LAM � A , f � a H E 0 U L < n �D v/ z " n W U (D OW P- IZ - • cn cD cL - :�Qm [� I- W o W 0 0 HYDRANT j MOTAMOCAL MAIN, E CON1 MYGM MAM' E 0J. MFORMATMM TREES TOP INV. D.I. STYLE CRATAEGUS CRUS-GALLI CO CKSPUR. THORN #1 363.70 359.17 DI-3B QUERCUS RUBRA RED OAK A P P R O V At #2 366.50 359.63 DI-4B L=12' OXYDENDRON ARBOREUM SOURWOOD UNTY SERVICE AUTHORITY -- --, DATE, #3 369.79 360.62 D1-4-BB7 L=I 6' F ENGINEERING ur :., r- ..; ,% " ' - DATES ' 363.62 (12" RCP) F PLANNING ELOPMENT AND (, r �,< I r .<.;, DATE, I/- - #4 369.97 365.47 DI-3By L=8'. F ZONING c� n (. ,�Y7�1 ITS ��1 DATE, #5 368.00 360.05 DI-4A DATES � r 7 -� TMENT OF HEALTH (l DATE- TMENT OF DNS - .. ; L 11, DATE aoLr - COM00700M 8' B&B 30, O.C. 7 CC 1.5" CAL B&B 2 QR 1.5" CAL B&B 2 OA ILEX CRENATA I JAPANESE HOLLY 1 15" HEIGHT 1 3 GAL. CONT.. I 4' O.C. 1108 1 IC NANDINA DOMESTICA NANA ND CONTOUR INT.= I' f Q h%0jusg To Foy 09-IS 3 REV08e0S QOOMV°D° SEPT. 23� 1987 OCT. 2, 1587 DEC. 14, 1987 DEC. 18, 1987 JAN. 6, 1988 FEB. 25, 1988 a < p lv83 '1..!(?NNING D15Y' 1a21`a0 1, \� ` II� � � V Project Data Project Name: BASCOM CARWASH Owner/Developer: CLEAN MACHINE, INC P.O. BOX 15136 CHARLOTTESVILLE, VA. 22902 Description: Tax Map 78-17F-2 Address -.NA Deed Book Reference: DB 968 Page 224 Magesteria-1 District: RIVANNA Zoning: HIGHWAY COMMERCIAL Present Use: VACANT Proposed Use: CAR WASH AND APPOINTING FACILITY Site Area: 43,560 SF I.00 Acr.�s Development Stats: Building 4,768 SF 11.0 g Pavement. 28,938 SF 66.4 % Open Space 9,854 SF 22.6 % Density: NA Number of Stc,ries : 2 STOR I ES Building Heil "n t.: 35' MAX 1.1'..*v1 Gross SF: 5400 SF COMMERCIAL 8:1 FLOOR AREA RATIO Number of EMPLOYEE-0 12 Parking Required: 12. Spaces Proposed: 15 Spaces ®tee Bol!ndary, Topography, Easements, etc. taken -from plat by:ROUDABUSH 8 GALE, ASSOC dated MAY 18 1987 Contractor shall verify location of all boundries, buildings, vegetation and other pertinent site elements Contours based on SET' benchmark ELEV. 363.84 Outdoor lighting to be directed toward the site and away from adjacent properties and roadways. Landscaping to be maintained and replaced if any should die. Pavement section, 1.5" S 5, 21-A Slone 6" DEEP. Curbing to be: VDOT STD. CG-2, EXCEPT AS NOTED. Sidewalks tc be: 4" THICK, 3000 PSI, REINFORCED CONCRETE, SLOPE AWAY FROM BUILDINGS, Traf f is paint to be: 4" W-I DE WHITE STRIPES Hydrant flow at nearest fixture. 2500 GPM at 20 PSI residual. CONCRETE PAVING SLABS TO BE 6" THICK, 3000 PSI, REINFORCED CONCRETE. OFFICE SPACE IS FOR CARWASH PURPOSES ONLY AND IS NOT TO BE USED OR LEASED BY OTHERS. ROOF DRAINS TO BE 3" MAXIMUM DIAMETER WITHIN BUILDINGS, AND 4" MAXIMUM DIAMETER IN SIDEWALKS �6`iTH 2 ROOF DRAINS FEEDING INTO ONE SIDEWALK DRAIN. EXCEPT IN EMERGENCIES, THE CONTRACTOR SHALL GIVE AT LEAST FIVE DAYS' ADVANCE NOTICE OF ANY WORK BEING PERFORMED WITHIN THE RIGHT-OF-WAY TO THE VIRGINIA ELECTRIC AND POWER COMPANY DISTRICT MANAGER IN ORDER TO HAVE AN INSPECTOR PRESENT WHILE THE WORK IS IN PROGRESS AND PAY THE COSTS FOR THE INSPECTOR, IF SUCH INSPECTOR IS REQUIRED. WASH WATER IS TO BE RECYCLED AND DISCHARGED IN TO THE SANITARY SEWER SYS7 EM. SITE LIGHTS - FIXTURE #2, SEE 61A-6, OWNER IS TO PAY ELECTRIC HOOK-UP FEE. CONTRACTOR IS TO PROVIDE ALL PADS, ETC. AS REQUIRED BY VIRGINIA POWER. 2� BRIAN ( Noy 4591 NTA y SCALE I" = 20' ®ATE JUNE 8919e7 0 > P U > 0UJ U 01-1 �J M LLI 00 aim ►�J • �pFAL% ®ls _. _. 4ir `IRGIN�P COUNTY OF ALBEMARLE Department of Zoning 401 McIntire Road Charlottesville, Virginia 22901-4596 (804) 296-5875 MEMORANDUM I i S ^:ems..F( '}''.7 AAAR 3 1988 TO: Amelia Patterson Planner pit',;5 DIVISION FROM: Kathy J. Brittain Administrative Assistant RE: Bascom Car Wash Revised Final Plan DATE: March 3 , 1988 Please be advised that Charles Burgess and I reviewed the above referenced plan and have no comments. If you should have any questions or wish to discuss this plan further, please let us know. kj b • f,V (p(k aifiCS261a1 (WAX 0 TO Z "4 ( vU CU. w 444,/ r 47.111,N 1 r� f/i/ qL E;i I.GLL 1 COUNTY OF A{BEMARLE (-+ �> �� `'" I)(`� Department of Planning and Community Development 401 McIntire Road , , f fr -,; Charlottesville, Virginia 22901 FROM: (804) 296-5823 i)LipOR Date: rA- RE: F 2 „ , ( 11. L&) k D NC O Ft.p ..( Os s...__ Pie Ia., ,C2 -f�t)2 GI/ 4,fiDd rd -C...ef i. .1'1e"--, . 1(ti. t t 0 t/J-1PrL6 CC. --Alit( lie `k'CI O'tl Tuf24,__ add ,44.14v'stt-tetA ti, 4--tt 4'11 i I , d l,1 ,d • di 2LA, . PIS G6flt>nrKl- in,I.- 1!l {11�-- a ryf i/ .r,(7 fit 4.t (filliC'' iL' 741 ,/:Qe--A> ///i!c Reply requested only if box is checked. v.i.p. speedy reply message t° E 414EL/A PAyteso.J - PIANNr2 —I COUNTY OF ALBEMARLE 202 County Office Building CHARLOTTESVILLE, VIRGINIA 22901 L ysubject t3ASCor•-) C A K to 4 SW (SDP-87-a 4i) date 3 - 7-,9 8 message -C /1- 71,e- -1-4-44-1` A-4jr, ku-c:fik, Va.. f--124-41.42-11 o signed reply date signed SENDER: Mail white and pink copies with carbon intact. RECEIVER: Reply,retain white copy,return pink copy_ ZEE.BES CO. (296.4102) CHARLOTTESVILLE,VA.22902 GLOECKNER, LINCOLN LETTEM OF UnQ�S�a717n,IL & OSBORNE, INC. Engineers, Surveyors & Land Planners 710 East High Street CHARLOTTESVILLE, VIRGINIA 22901 ID IATENT . � J9,828 'c,6°7_/ Z_op Phone 971-1591 • / RE TO ovuTy - 4coot.c of /4 E' 6,tac � i, �� -41 a-McLAAr-r-n ., , C V(i ,4. zz�a /--45e>C. WE ARE SENDING YOU ttached 0 Under separate cover via the following items: — ❑ Shop drawings rints ❑ Plans 0 Samples ❑ Specifications ❑ Copy of letter ❑ Change order 0 COPIES DATE NO. DESCRIPTION - 4- W-a.z.r.,,bt 1 ' vt L� PC_ 4,) I �,`58 2G 2..—�v � �.- _ C � a 1 ,,,t. . ,-.1.7 .. .:;,-,,. c41jt1?Iaffihjtl 3.vl.r1 :,, ,::, - 198aiwp � A. R 1 1, PLANNING D THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested 0 Returned for corrections ❑ Return corrected prints ❑ For review and comment 0 ❑ FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS 1�= l g-er A.--Au, ) A - �co s5..� 4-70(4 s e - -il C -s or- -z /e 71/S E 7-6- ,Z << /ni/GL L- /4 lX w// , I,cG ) -IBC-s _ Zon7l.4)6 ea ,S / "bU67E , G✓¢iA) / fi✓ ,S z- )/ Ph h, ' COPY TO SIGNED: ee-451111 Gir, PRODUCT 2404 (n J ice.,Groton,Mos.01471 If enclosures are not as noted, kindly notify us at once.