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Home My WebLink AboutSDP201900021 Plan - Submittal (First) Initial Site Plan 2019-04-15EXISTING NEW I= 1.00' -= :�1 10 12 J.,i.5 r: 57 X :a 1.I. 5 .f.0 X 5781 TO X 5781 TW 311,: EBW x 57 X A F1 4 Q O ITIORMUNIM boundaries BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACANT PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT site text NOTES PARKING COUNT DIMENIONS ground GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAI RS building BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING material CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM utility UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY MANHOLE sanitary & sewer STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT STORM SEWER EASEMENT SEWER LINE SANITARY EASEMENT water WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS LINE OWNER/DEVELOPER Flow 1289 Stony Point LLC, c/c Flow Companies LLC 1425 Plaza Drive Winston Salem, NC 27103 ZONING TMP 78-5C. 78-5G HC-Highway Commercial EC- Entrance Corridor 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. SidelRear lots zoned Highway Commercial = primary structure shall be constructed and separated in accordance with 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 4873/577 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roudabush BENCHMARK Datum for topography is NAVD 88 FLOODZONE 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. GENERAL CONSTRUCTION NOTES 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 better 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). GENERAL WATER & SEWER 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. 1 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. 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 basis 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 subgrode 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 approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." °water lines, sewer lines, etc. crossing future VDOT maintained roads have to 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. ITE Trip Generation AM PM Use Description ITE SF in out Total in out Total Auto Dealership 1 840 15,514 19 17 36 22 26 48 Auto Dealership 2 840 10,877 14 13 27 17 20 37 Total 26,3911 1 631 1 1 85 BUILDING HEIGHTS Maximum Allowable: 60' Maximum Proposed: 25' BUILDING SETBACKS 40' Setback from internal Commercial and Industrial Subdivision Streets 10' Setback from adjacent commercial and industrial uses EXISTING USE 1,952 SF Auto Dealership PROPOSED USE 2 new auto dealerships including showroom, drop off and service areas. 1) Volkswagon combined 15,514 SF 2)Mazda combined SF 10,877 SF Maximum Disturbed Area: 1.24 AC LAND USE SCHEDULE EXISTING Area % Building 17,371 SF 15.3% Pavement 51,671 SF 45.4% Sidewalk 0 SF 0% Open Space 44,649 SF 39.3% Total= 113,691 SF (2.61 ac.) PROPOSED Area % Building 23,391 SF 14.6% Pavement 51,324 SF 12.7% Sidewalk 2,453 SF 0.3% Open space 36,523 SF 72.4% Total= 113,691 SF (2.61 ac.) PARKING SCHEDULE Required Parking: Sales - 1 space per 1,500 SF display area 15,552 SF display / 1,500 SF = 11 customer spaces 11 customer spaces (4 accessible spaces provided) Services - 1 employee space + 2 additional spaces per service stall 17 stalls: 17 employee spaces + 34 customer spaces = 51 spaces 17 employee spaces + 34 customer spaces (4 accessible spaces provided) Total Parking Required = 62 Total Parking Provided = 92 (NOT INCLUDING DISPLAY) SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Louisa County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. 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. 1 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. INITIAL SITE DEVELOPMENT PLAN LOW MAZDA VW ALBEMARLE COUNTY, R i VICINITY MAP SCALE :1 "=2000' #n 41 R+lk'� �� tatC u.,n . fiuia f^3'i> •�I, { .a trl� .ie Li '�" SITEr, §�Y 4 1j, Art`P. A 1.3 F f t_ x, xxxr"F�. t+a,il it [ tkVr F a,W a r.4 Map provided by Google.eom SHEET INDEX C1 COVER C2 EXISTING C3 SITE PLAN C4 GRADING PLAN C5 EASEMENT PLAN C6 LANDSCAPE PLAN C7 SITE DETAILS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date �-' JUST20 HIMP � 10o. 4.5 183 � N INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA FLOW MAZDA I VW SUBMISSION: 2019.04.15 REVISION: FILE NO. COVER SHEET C1 of Trip generation reflects AM and PM peak hour traffic. mi --j x j n. L ....... al ----- ME'- A 30 TEMPORARY CONSTRUCTION EASEMENT DBXXPG XX �V N, NJ V V 60,3' Z I 77,77�'1,7)-�—,�- --Aj 7 P4 (D X ui 1 1'j PERM NENT 61.4 FASEM NT V DI3 537 G 193 TOP- INV 777.' �y V V 'A P x— x ff cq V 7 tikX X X Ila x �0- 614' IZ, 136.1' d2l ()�q SIGN PAD TBRyr L CHAIN LINK t,fi Un FENCE "MI -I u q 70 '`� j i ti11 �v 4 t Ca LO ip 000-IT OF 05 -,kCT=36 . INV lN=3,52,115 R 2 as INV WT=352.15 G, < BOUNDARY -CURVE TABLE Curve th Radio -i lqng-ent� k6 -Chord Bearing ti 292JS 77-= 1392,40' 12'01'30" 146.65' 291'M�' N 2914'51 "E UNDERGR(UNDUND OHE 60.3' A, f '� 148.6' SIGN RELOCATE EX- TBR 12' UTILITY EASE7MENT 2eP E DD 405 PG 75 PIP TSB "I — . SD , N 12to NE (UGC V'14� . . ... ...... ........ PWW.� NE 15 BLOCK . ..... ENGINEERING2- Z� HE 150 iEWALL LAND PLANNING PROJECT MANAGEME NT TOP=357,54 lN,V Ir. "46.44 2e IN 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.CC)M lNV Ili =, 4,98 INW IN=3 Plv- z' �lw % piN 0, C14 cn CID pc�' u . . ........ '�'q NLTH -77777--7� iqeq) 9'6 J CO 7� "VIR 'Ni'A n� C� JUSTI SHIMP U rQ .4- 1� 15 INN 5183 'PIN 11, " ul 50 CD T INITIAL SITE DEVELOPMENT PLAN 00 Z-1 ALBEMARLE COUNTY, VIRGINIA ................... TOP�=3161 70 FLOW MAZDA VW INV k',41-355,24 Zz I Nj V Q'U'T' 35'4� 9 0 N 4J. ..... p "x) 44 si� 4&� C-D SUBMISSION: 100 YR FLOOD LINE CE SIGN �j ) 2019.04.15 CE 4 Rlw R04,D R SION- -28 F\/I N 61LI Lp p X, TSB 0 p c "Z Uj ...... �50 ov' C. as 4�1 HEIGHT OF OBJECT:=366.51 I FILE NO. CONC. WALL tZ 19.020 41 EXISTING DEMO PLAN SHEET C2 of C7 30 0\ 30 60 903. s 1 1 C2_ 11 I I I I I 1 I I �r F� 3s 4 Fir HEIGHT OF OBJECT=366.5' i i 20 40 :i i 2 p -O Cu Gl � -• N _ p _CID -0Cn m� X G7 -0 N Xa �CID G7 C 4 N O Z1 I n � s ■ Cn CD 41-,4 SDN 912E HIGH ST 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN ,SHIMP-ENGINEERING.COM JUSTI�HIMP 45183 �,N0NAL INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY. VIRGINIA REVISION: FILE NO. SITE PLAN SHEET C3 of C7 I C 3 i I 77- 5 0 Js 44 All HEIGHT OF OBJECT=366.5' Py 20 0 20 40 60 Scale: 1"=20' F_ CW2116 1 TCP=3� f INV AP )77.3 ml� 70 CD 'Elk TSB (UG) I s CHARLOTTESVILLE VA, 22902 JUSTIN@.SHIMP-ENGINEERING.COM -YNLTH 4,0_0 U JUSTI HIMP .45183 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA S1113111ISSI001,� 2019.04.15 REVISION: FILE NO. SHEET C4 of C7 N KEY st -------- No Medium 117 i or Large Trees Shrubs Only -7 V 17 Medium due r Large elephone I TSB (UG) INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA aI : QI$ a, I QT&* REVISION: FILE NO. EASEMENT PLAN SHEET C5 of C7 C 5 F_ I .......u';a...r.-.,..wl�111'7i'1.11''T .d..:....u;.,.,..�...:L—_— PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Min. Cal./Height Quantity Large Deciduous Tree 3.5" Cal. 12 0 Medium Shade Tree 2.5" Cal. 7 Ornamental Tree 6' Ht. 47 Evergreen Shrub 24" Ht. 322 ++++ + + + + T+T+T+r+T+ NOTE. • SPECIFIC SPECIES WILL BE PROVIDED WITH FINAL SITE PLAN. NO SPECIES WILL EXCEED 257. OF PLANT TYPE. PARKING LANDSCAPE (32 79 6): 10 % OF PARKING PAVED AREA. 58, 705 SF X .10 = 5, 870. 5 SF REQUIRED.- 5,870.5 SF OF LANDSCAPED AREA PROVIDED: WILL BE PRO VIDED WITH FINAL SITE PLAN ENTRY CORRIDOR. -LARGE SHADE STREE (3.5" CAL.) - 35` O. C. WITH INTERSPERSED ORNAMENTALS (6` HT.) 966 LF OF STREETSCAPE135 = 28 REQUIRED.- 28 LARGE SHADE TREES Wf VARIABLE ORNAMENTALS PROVIDED: DUE TO EXISTING TRANSMISSION POWER LINE, SANITARY WATER, AND UNDERGI TELEPHONE EASEMENTS PROVIDED ENTRY CORRIDOR PLANTING IS PREDOMINANTL Y SMALL ORNAMENTAL TREES AND EVERGREEN SHRUBS. 31 TREES WITH EVERGREEN SHRUBS HEIGHT OF OBJECT=366,5' r Scale: 1 "=20' 20 �i i I =Q :::Em -? rn �, N Q m G C'4 -0 it CO-0 77c G-)_ rn IN G-) N X -TJ � N o -n I G-) 41Q0 912 E. HIGH ST. 434.227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN ,,SHIMP-ENGINEERING.COM p,LTH op U JUSTI Himp 5183 9 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA REVISION: FILE NO. i LANDSCAPE PLAN 60 SHEET C6 of C7 ^ V f SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV, 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND }MIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. i -r3X ROOTBALL DIAMETER DIM, TREE PLANTING DETAIL Not To Scab FINISHED GRADE PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING 3 , , I- 2X ROOTBALL DIAMETER DIM.-� SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1, SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT, WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL, SHRUB PLANTING - SECTION Not To Seale 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIiv1P-ENGINEERING.COM A-LT11 0 I U JUSTI SHIMP Tsc. 451 83 `'rONAL INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA FLOW MAZDA W REVISION: FILE NO. 19.020 SITE DETAILS 20 0 20 40 60 SHEET C7 Of C7 Scale: 1 "=20' C7