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Home My WebLink AboutSDP201900039 Plan - Other (not approved) 2019-07-29LEGEND EXISTING NEW DESCRIPTION boundaries BENCHMARK SITE PROPERTY LINE - - ADJACENT PROPERTY LINE VACANT PROPERTY LINE ---�--- -- - BUILDING SETBACK --- -- -- - -� - - PARKING SETBACK ACCESS EASEMENT site text NOTES 10 10 PARKING COUNT / 12.00'----' D I M EN I ONS ground GRADING EASEMENT -- ---. 1 }--- --- 1 C INDEX CONTOUR ---- 2 12 INTERVAL CONTOUR 311.5 x 81 57X SPOT EVELVATION 11, TC x% 81 TC TOP OF CURB ELEVATION ,311.5 TW x 57 x TOP OF WALL ELEVATION 11.5 B / X ew BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS building BUILDING ROAD -EDGE OF PAVEMENT -- -- -- -- ROAD- CENTERLINE ---�--w- ROAD-FRONT OF CURB - - - -- --- ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GL _1% Al , CG-12 STANDARD ACCESS RAMl' SIDEWALK BIKE PARKING - -- ---- - PARKING SURFACE CROSSWALK __z HANDICAP ACCESSIBLE AISLE HANDICAP PARKING material Y CONCRETE/PAVEMENT-SIDEWALK -� R IPRAP ASPHALT ALT y GRASS EC-3 MATTING EC-2 MATTING WETLAND -� TREELINE - -- - X -- -- X FENCE �-,.. ........�. -... - STREAM utility UTILITY EASEMENT -- UTILITY POLE ® LIGHT POLE -- --- OHS.! ----- OHU OVERHEAD UTILITY (D 0 MANHOLE sanitary & sewer -- - -_ STORM LINE -- RD -- -- 0- RD ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT STORM SEWER EASEMENT --- ----- -- --_-- --SA N SEWER LINE -- - s - - - s --- S SANITARY EASEMENT water _ -- - VV - -- - WATER LINE [� [� WATER METER WATER VALVE AND BO>X FIRE HYDRANT WATER EASEMENT gas -- GAS - GAS GAS LINE OWNER/DEVELOPER LINKOUS, JANICE S, 2205 SHEPHERDS RIGDE RD CHARLOTTESVILLE VA, 22901 ZONING TMP 78-15D - HC-Highway Commercial EC- Entrance Corridor SP200400050 & SP200700045 SPECIAL USE CONDITIONS OF APPROVAL SP2007-45 Conditions of Approval 1. Vehicles shall not be elevated anywhere on site. 2. Vehicles shall be displayed only in areas indicated for display shown on the plan entitled "Flow Automotives", identified as Sheet 3, prepared by Collins Engineering, with revision date of 12/18/07. Display parking shall be only in designated striped parking spaces, as identified on this plan, No parking shall occur in travelways. 3. Final site plan approval is subject to ARB approval of the lighting plan (submitted with the site plan). Maximum light levels on site shall snot exceed 30 footcandles. 4. Final site plan approval is subject to ARB approval of the landscape plan (submitted with the site plan). Landscaping shown on the plan will be required to be in excess of the minimum requirements of ARB guidelines and/or the Zoning Ordinance to compensate for the negative visual impact of the proposed use, including but not limited to the use of larger caliper trees, additional evergreen shrubs and continuous interior planting islands. 5. Final site plan approval is subject to the recordation of easements for ingress/egress and for the installation, maintenance and use of planter islands and landscaping on adjacent parcels (Tax Map 78, Parcels 15, 15D and 15E) SETBACKS Front minimum = 10 FT from right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way. Front maximum = 30 FT from right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right -+of -way. Side/Rear lots zoned Highway Commercial = primary structure shall be constructed and separated in accordance \A/ith the current edition of the Building Code. No maximum Side/Rear setback. Off-street parking and loading setbacks Minimum off-street parking/loading front setback = 10 feet from any public street right-of-way. Minimum off-street parking/loading setback side and rear setbacks = no off-street parking or loading space shall be located closer than 20 feet to the district boundary. DISTRICT Rivanna SOURCE OF TITLE DB 4963/397 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roudabush and Gale Associates, INC. Field verified topographic survey provided 30 April 2019 BENCHMARK Datum for topography is NAVD 88 FLOODZON E According to the FEMA Flood Insurance Rate Map, effective date February 4,2005 (Community Panel 51003CO287D), this property does not lie in a flood plain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. CONSTRUCTION N TE GENERALNOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of -the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the 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 installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2.1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or Metter are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. Contractor shall provide handicap signs as shown on plan. GENERAL WATER & SEINER NOTES 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 of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 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 provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. MINOR SITE PLAN AMENDMENT (SDP2019000039) to (SDP2008-038) FLOW AUDI / PORS(; HE BUILDING HEIGHTS Maximum Allowable: 60' Maximum Proposed: 30' BUILDING SETBACKS 40' Setback from internal Commercial and Industrial Subdivision Streets 10' Setback from adjacent commercial and industrial uses EXISTING USE 1.27 AC Auto Dealership PROPOSED USE Building additions to existing Audi and Porsche auto dealerships 1) Audi building addition 547 SF 2) Porsche building addition SF 2992 SF Maximum Disturbed Area: 10,149 SF LAND USE SCHEDULE VICINITY MAP EXISTING Area % Building 8,567 SF 15.5%$^y Pavement 37,411 SF 67.6%A`r<k Sidewalk 3,057 SF 5.5% Open Space 6,286 SF 11.4% s R Total= 553321 SF (1.27 ac.) Map provided by Google.com PROPOSED Area Q% Building 121338 SF 22.3% Pavement 35,987 SF 65.0% Sidewalk 1,333 SF 2.4% Open space 51661 SF 10.2% Total= 55,321 SF (1.27 ac.) PARKING SCHEDULE PARKING SCHEDULE FOR TMP 78-15D CUSTOMER PARKING: 1 PS/ 1500 SF DISPLAY AREA = 25,525 SF / 1500 = 17 17 PARKING SPACES REQUIRED 19 PARKING SPACES PROVIDED OFFICE PARKING: 1 PS/ 200 SF OFFICE AREA = 1,576 SF / 200 - 8 8 PARKING SPACES REQUIRED 9 PARKING SPACES PROVIDED SERVICE AREA PARKING-2 PS/ SERVICE STALL + 1 EMPLOYEE = 2 STALLS X 3 = 6 6 PARKING SPACES REQUIRED 7 PARKING SPACES PROVIDED EXTERNAL DISPLAY PARKING NOT REGULATED 79 PARKING SPACES PROVIDED TOTAL REQUIRED: 31 PARKING SPACES TOTAL PROVIDED: 111 PARKING SPACES *NOTE: 1) TOTAL DISPLAY AREA INCLUDES 7,505 SF INTERIOR AND 18,020 SF EXTERIOR AREA. 2) REMOVAL OF 17 PARKING SPACES FOR BUILDING ADDITIONS NARRATIVE The applicant proposes to renovate the existing Porsche and Audi buildings. The proposal includes: • 547.27 SF addition to the Audi Showroom • 2992.28 SF addition to Porsche Showroom with new service drive and showcase room for new purchases. • Renovated interior showrooms • Alteration to site parking to accommodate building expansions • Relocation of accessible parking spaces • Re -grading of parking lot to accommodate new accessible parking and service drive GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716 shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basics at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT ,for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximiate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained duiring construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have toy be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. SHEET INDEX C1 COVER C2 EXISTING C3 SITE PLAN C4 GRADING PLAN C5 LANDSCAPE PLAN TAX MAP 78, PARCEL 15D ALBEMARLE COUNTY, VIRGINIA y Y% M. S'n P' Li No. 45 183 '-t CNAL MINOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA FLOW AUDI /PORSCHE SUBMISSION: 2019-06-10 REVISION: t)pP20) q -3U [a I I a 0 roll COVER SHEET F SHEET C1 ofC5 C 11 + + + + + + + + + + + + + + + + + + + + + + + + + Tmp 78--- 14. + + + + + r N/F VIRG1NJAk 3 T9-RS*F J'Aii + + OF" FINE CARS INC. + + I D.B. 1743, Pg 550 (0 + + + + + + D, B. 5 65, P g 5 3 5 P LAT + HC + + + + ZzgNING�__ + + + �\cPHAIJ + + + + + + + + + —4— + + + + + + aw + + + + -71 . . ......... + + + + + 4, + + �4,:: VIl 7T 4— + + + Tif + + + + + 4 + + <tA + X X + + + L 77 Z" + + + + + + + + + + 4- + + + + + + 4 0 + + + R1 AREA Oii�. DISTURBANCE \ + ++ Ll\N I isn - ion+ + - + + + Lr) + + + +cr + HARDSCAPE FOR BUILDING ADDITIONS, 011 101 111 MI + + + doPORTION OF LANDSCAPE STRIP.. + + d, + /E `VA G LANDSCAPE + + > + + d, I—MRY METAL EKALDING IN M'_. �� . // *0 I LLJ (SHOWROOM) / - �" t 611, #1313 FtICHMOND ROAD Mir C) LM < k, A g6*0 L c FRI c3i LJ LL T G LANDSCAPE EXISTING \77 - TO EMAIN Ile 4�4 CIA RE—STRPE/ V r 10 PARING '4 0 4t.9 I RS "-Ml SP w LO LLJ 10 a PARKING CIA/ , ; j PARKING I LINES ca j6*C 0 0 DI 71— TC)P=406' X- Pavement Demo ...... 000 SOM. 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OW QQgg r , TOP:!�40QJ 4' fff=395.59' �� ,,S�H�}y� Q- TiMP 71 -15 y A U'1-0 M N F- ASBUR M I /E NO[ TH CAROLINA REAL E STATE HOLDI ','S LLC D13, 2081, Pg 6 D.B. 2081) Pg 738 PLAT ZONING: HC 20 0 20 40 60 MEN Scale- 111-201 Managed Slopes U IVS714M. SHIMP .� Li 45183 , r-� , , )q MINOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA FLOW AUDI /PORSCHE SUBMISSION: 2019.06,10 REVISION: FILE NO. EXISTING CONDITIONS & DEMO PLAN SHEET C2 of C5 19.028 0 J�. 0.- + + + + + + + + + x + + + + + + ....... 10 + z- + - �: - + + ....... .... 2 + + + + + + + + + + 7 + + + X + + + + + R1 + + + ......... + + + + + . 4 + + FFE: 421.60 + Q �13 Gve '77 7-7 00 kk lolls F FE: 416.60 .......... ..... . 10 15 b bw ... ....... ................ . . . 111 IMF ull livioliiii� 11.1.1.1.1.1.1.1.1.1.1 . . . . . . . . . . . . . Emil I. 77 + + --F + + + + + x )X -�F + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4- + + + + + + + + + + + + + + r --I r A- + e t hone 54 + . ......... + -------------- 7ZL 0 0 20 40 60 Scale: 1 "=20' 912 E. HIGH S>T. 431227LI40 CHAR LOTT ESVI LL E VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUST1 M. SHIMP Lic.r?- 455 83 MINOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA FLOW AUDI I PORSCHE SUBMISSION: 2019-06-10 REVISION: FILE NO. GRADING PLAN SHEET C4 of C5 ra* n 0. 0. ....... . -,__.,.m.-_�»,? � .�.„,...a.�.....• a.�,.�,�:.a;::..�.�=k.AA,,..�r"a�.a:�......�_-�nua��'.*.`:r__...,a�.,,-.-,.�..��-�,.m,�.��..=_,,._._._._:_�_...__�.__ ,� ,�/_��^�-�. _..- a� / /'"' ,� �'t __.o:+or�ra<..:�.. �� _�r�,� �r;��,,,a�v„„�_. _�...e,�.-.. �.._..-�.-�—s,^�'"""— .�.- -"' `�' �. '" ..._.�.- ...�- � � ...�._. r+"�'",._-,'._...••-*e--�y.,,,,� �.�`\�_�s....K_-'.�`-r,*f ,F _r 4-.-"-R...._ ,-fir--iy.-.,1 ��-n .-`9� �".r•^^' Y A F � -�^" �` f/ ,/'__/•+,.,,,.., y �� +r�,y. ♦ .�� .�. _ ..._r-'^ .r....r _s- i .......-�-..._.._.. .�........ .-�.-. ._.--._ ._...-�. -•--.r ""`_. �r ......,_.-. _.....,�_, .,-,..-_ .m _r ...... ��--._..,v. _-.r__ ..v-,-..- `.�.r". .�_. ....v ., `^ u--`.r `... w-' ,-....._� ��,.,i .�V` w - � 1t.M4 -_ - NOTE: EXISTING SITE PLAN MEETS LIGHTING REQUIREMENTS PER PREVIOUS SDP200800038 . EXISTING SITE AREA LIGHTS WILL NOT BE REMOVED AND NO ADDITIONAL AREA LIGHTS WILL BE ADDED. of �� U JUST M. SHIMP L' No. 45183 MINOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA FLOW MAZDA / VW SUBMISSION: 2019.06.10 REVISION: FILE NO. LANDSCAPE PLAN SHEET C5 of C5 19.028 C5