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HomeMy WebLinkAboutSDP200000049 Plan - Approved Minor Amendment 2000-07-27Location Ma Scale: I"= 2000' ri 7 General Notes GENERAL 1. THIS PLAN AMENDS SDP 99-21 (PARCEL 14A) AND SDP 99-114 (PARCEL 14). 2. TOPOGRAPHIC INFORMATION FROM S.L. KEY, INC. CHARLOTTESVILLE, VA, DATED 2/12/98. 3. BOUNDARY INFORMATION FROM PLATS OF RECORD, 4, LAND USE: AUTOMOBILE DEALERSHIPS 5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED, 6. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN. 7, BENCHMARK:FINISH FLOOR OF METAL BUILDING ON PARCEL 14A (FORMERLY WILCO SERVICE STATION PROPERTY) ASSUMED ELEVATION: 100.00 8. PRIOR TO DISCHARGING TO THE SANITARY SEWER, ALL WATER GENERATED BY THE CAR WASH SHALL BE ROUTED THROUGH AN OIL/WATER SEPARATOR. 9 THE PROPOSED CAR WASH IS FOR THE SOLE USE OF THE DEALERSHIPS AND SHALL NOT BE OPEN TO THE PUBLIC. 10. THERE IS NO ADDITIONAL LIGHTING PROPOSED IN THIS AMENDMENT, WATER AND SEWER 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS.THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OFEXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, 4. DATUM FOR ALL ELEVATIONS IS ASSUMED. SEE GENERAL NOTES 12 AND M7. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 11-800-552-70011. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE SITE, 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. BROWN AUTO GROUP TOYOTA AND MERCEDES DEALERSHIPS SITE PLAN AMENDMENT Albemarle County, Virginia 12 April 2000 Prepared For: Brown Toyota, Mercedes Benz C/O Kenne Brown PO Box 7726 Charlottesville, VA 22906 /%I Er; MME/CARSON CONSULTING ENGINEERS LANDSCAPEARCHITECTS PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22982 804-979-7522 Context Plan - Scale: 1" = 200' TO FREE (CHAR[ 0Ti CITY L1, /0.6 1 Sheet Index COVER SHEET PLAN SHEET Lezend ITEM EXISTING BC PROPOSED BENCH MARK CALIFORNIA BEARING RATIO CAL CALIPER PROPERTY-RoW LINE VDOT STANDARD CURB AND GUTTER TYPE 6 DI DROP INLET ' SETBACK LINE ------ DS DOWNSPOUT CONTOUR --_----- FC FACE OF CURB INDEX CONTOUR ----10--- ID 10 BUILDING ______________ MH MANHOLE FENCE MAXIMUM MIN MINIMUM GUARD RAIL v OC ON CNETER PAVEMENT — __________—__ ON OVERHEAD TREE LINE POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE GAS LINE —G— — —G— TYP TYPICAL WATER MAIN — Uy— — — W— VIRGINfA DEPARTMENT OF TRANSPORTATION WATER VALVE (9�_— py— MERCEDES STORM SEWER EXISTING PROPOSED PERCENT EXISTING SANITARY SEWER —S— — S— —S S— INLET MANHOLE o-- $J PAVED / GRAVEL 116784 120132 43% UTILITY POLE ) 74% TOTAL IMPERVIOUS TELEPHONE PEDESTAL O 61893 O OVERHEAD ELECTRIC 127075 122827 44% 7981 7348 OVERHEAD TELEPHONE — T— — — T— 69241 EASEMENT 100% PROPOSEDCARWASH ----- BITUMINOUS PAVEMENT rONCRETE PAVEMENT CURB CURB W/ GUTTER H/C RAMP 7 WALL SWALE/DITCH .. .. RIP RAP APPRovEE) ADMIIMGTTIVELY Oounly oP Albemarle rtmeerF of f�lannirag Abbreviations B&B BALLED AND BURLAPPED BC BASE OFCURB CBR CALIFORNIA BEARING RATIO CAL CALIPER CG -6 VDOT STANDARD CURB AND GUTTER TYPE 6 DI DROP INLET DIA DIAMETER DS DOWNSPOUT EP EDGE OF PAVEMENT FC FACE OF CURB HP HIGH POINT ID INSIDE DIAMETER LP LOW POINT MH MANHOLE MAX MAXIMUM MIN MINIMUM MFR MANUFACTURER OC ON CNETER OD OUTSIDE DIAMETER ON OVERHEAD PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE TO TOP OF CURB TYP TYPICAL UGUNDERGROUND VDOT VIRGINfA DEPARTMENT OF TRANSPORTATION Site Data OWNER / DEVELOPER: BROWN TOYOTA, MERCEDES BENZ '71;, ?/, _ C/O KENNEY BROWN DEPARTMENT P.O. BOX 7726 TOYOTA CHARLOTTESVILLE, VA 22906 ZONING: HC (ENTRANCE CORRIDOR OVERLAY DISTRICT) TAX MAP / PARCEL: 78/14, 78/14A MAGISTERIAL DISTRICT: RIVANNA SETBACKS: 212 FRONT: 30' 110' PARKING) SIDE: N/A REAR: 50' 120' PARKING) MAX. NO, EMPLOYEES: 65(45 TOYOTA 20 MERCEDES) PARKING: '71;, ?/, _ DEPARTMENT DEALERSHIP TOYOTA MERCEDES TOTAL DEPARTMENT OF ZONING REQUIRED 158 54 212 ALBEMARLE COUNTY SERVICE AUTHORITY /// EXISTING 231 81 312 VIRGINIA DEPARTMENT OF TRANSPORTATION REMOVED 10 0 10 PROPOSED 2211 81 302 PARKING COUNTS BASED ON APPROVED SITE PLANS AND DO NOT INCLUDE EXISTING GRAVEL PARKING AREAS ON PARCELS 140 AND 14E. AREA STATISTICS TOYOTA MERCEDES EXISTING PROPOSED PERCENT EXISTING PROPOSED PERCENT BUILDINGS 35622 36522 13% 10845 10845 15% PAVED / GRAVEL 116784 120132 43% 50415 51046 74% TOTAL IMPERVIOUS 152406 156654 56% 61260 61893 89% OPEN 127075 122827 44% 7981 7348 11% TOTAL 279481 279481 100% 69241 69241 100% PROPOSEDCARWASH TO BE NO HIGHER THAN EXISTING DEALERSHIP BUILDINGS. REVISIONS: 1. 04/13/00 Prelim Plan Checklist Items 2. 05/30/00 County Comments 3. 06/30/00 County Comments RECEIVED jp- n 7 7R�n Sheet No.: Of: 2 '71;, ?/, _ DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT ?/27/1'0 S1- w SkT� > �Sle�rr DEPARTMENT OF ENGINEERING 7/27/o v DEPARTMENT OF ZONING FIRE OFFICER ^///J / V / A ALBEMARLE COUNTY SERVICE AUTHORITY /// VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT OF TRANSPORTATION REVISIONS: 1. 04/13/00 Prelim Plan Checklist Items 2. 05/30/00 County Comments 3. 06/30/00 County Comments RECEIVED jp- n 7 7R�n Sheet No.: Of: 2 2" SURFACECOURSE VDOT STAP 6' COMPAC AGGREGAT VDOT #21A COMPACTE SUBGRADE ASPHALT PAVING - SECTION 2 Po SECTION N.T.S. 3 4.00 MIN, I I -I I �T�� I H I- G 311 I -III -I I 111��1 I-IJ�)1 �I I 1=====T TYPICAL VEE — SHAPED DIVERSION .o-o,o DETAIL N.T.S. ! I" k5'PIdAC7f Date: 04/12/00 Project No.: 0008 ! / i Checked: RBM / 0HE V o TOP -702J © "` ^ ~� s / �� FLOW RATE FOR RELOCATE EXISTING CAR WASH TO BE ABOVE GROUND FLUSH 35 GPM AT 45 PSI. OIL TANK If /! ` \ '61f..,SE?EAA7"OA/' (5--, ,x\ MAiS+ttF7LES- L TING / \ // S �' / � _! / GARA GF 10 /� S.�� V / ` -.,, / CONNECT DRAIN FROM r V CAR WASH FACILITY TO ,. h /� 'J �-- / ' v �., '- �' OIL WATER SEPARATOR s pp ly 4i'B l / / j �� / / / � / - PRIOR TO Ci1NiJE CT10N �m -^.� S �• l 1T0 THE SEWER MANHOLE JOP � ` il, 3 6 /907 V OUT. 135 AB ROPOSED GR _ G PCAR N II ti W ADDIT ONSH �/ 3m / �� / A 000 . 9SPHFrL T CA oo MA COf EX) OSE �yy� { /a ,' 1 gCQ0? Cc REMOVdEXISTING • / 1C METAL PARKING SPES Jf 11 t 1 STORY BUILDING 1 FF - / ! SHOP = 74 , 4 UP.�--OHF 1 , \ < � PMP P J t -I1To 'Al I / .4 BLDG T "ROVE 3f ADDITION /\� hNi✓ 5bf�7a GROUND CIL TANKS tt 411\ ADDIT/OV / r D8 365/C46 D.l, TO ;.3 ! t� I / 1 #V1,%'7`7 �t 0 tam /° ' I _ \Z",, PcJ 140 A A1 r r rL --- e.428 Ac 67 xr /?; �p Opti; ' U..JrNE --�— —OHE / =OHE-- '- ONE— '-41 !! /✓ �' -t'� ' / ,r 398' 1 EO I Sto%y of�pNE !!o / / `XT' GE G1-xAsPNAtT } 6. 070 Ac xK 3` , Brick cp® j O� - `STAGING / TURN ( —XL .- CHA{ 'lLK F VC- FT! 720//^ / / / AROUND AREA I "---- - —�C-- — —X - GRAVEL Al � r 7 25 ✓o'n F'.cvss ' �>�� I Y I (1j ,,V' 72, 1625 EXISTING GRAVEL PAFit NO / STORAGE AREA / APPRITYPVI EQUAL ' IC(pALI MN 7Q>r 4,A VD NEW GPIA �. AREA 1 , ��T r Ju r / F0lR15QE.Y DEN1A- SE BA IXBC"�� _G`SCONTOURS Nli Tl# CFU TION 60 so- �� !J Y y' i / r \ 1 � t ASPHALT( / R� t � / 3 / BE DING / t F'/ 1 f REMVE EXISTING" ! PA rING SPACE / ! I Ex/slT 5+E1 Cr�7 BUIXDI,✓C, `INV OUT: ASPHALT PL AA''TFR AsPHaLT \ ASPHALT ENTIRE SLOPE SHALL BE SEEDED WITH A MIX CONSITING OF 2 LBS./AC. BLUESTEM GRASS; / 1.5 LBS./AC. SWITCHGRASS; 15 LBS./AC. / LESPEDEZA; AND 20 LBS./AC. ANNUAL RYEGRASS tc � � OVERSEED AREA f� - WITH SWITCHGRASS) 25% SLOPES '5 Notes Description Common Name Quantity Size Root Comments Additional Notes: Contractor to verify quantities and report any descrepancies to the Landscape Architect. Notify Landscape Architect 24 hours prior to installation. All plant subsittutions shall be approved by Albemarle County Water Resource officer prior to installation, Do not plant any species in main drainage channel. All species to be random) planted either in or at the fringes of the inundated areas. P Y P 9 Emergent species shall be located on the fringes of wet areas. Emergent species include Arrow arum, Cattail, Spatterduck, Sedges. Perimeter species shall be located above the emergent species. Perimeter species include Switchgrass, Red osier Dogwood, Silky Dogwood, Buttonbush and Weeping Willow. R, Scale 1"=20' Contour Interval=2' 0 20 40 80 Al fr� McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-9 -7522 mckeecamon.com Revisions: 1.04/13/00 Prelim Plan Checklist Items 2.05/30/00 Agency Comments 3.06/30/00 County Comments Scale: 1" = 20' Date: 04/12/00 Project No.: 0008 Designed: MSF Checked: RBM -.-Sheet No.: