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HomeMy WebLinkAboutSDP202200003 Plan - Submittal (First) 2022-01-141. Owner/Developer: Ivy Road RE LLC 800 E Canal Street STE 1900 Richmond, Virginia 23219 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 3. Parcel Information: IMP 59-15A1, n/f Ivy Road RE LLC (1 acre) Property Address: 3447 Ivy Road, Charlottesville, Virginia 22903 Magisterial District: Samuel Miller Current Use: Commercial Deed Book 5123 Pg. 91 Watershed: Ivy Creek (Water Supply Protection Area) 4. Zoning Information: Existing Zoning: Cl (Commercial) There are areas of Steep Slopes on the project site that are defined within the Albemarle County Code as Critical Slopes. The site is located within the Entrance Corridor and Scenic Byway Overlays Special Exceptions for this plan include: grading within the buffer for drainfield, allowable number of parking spaces, travelway width, travelway suface material, parking lot surface material. 5. Minimum Yard Requirements: A. Front -Minimum: I.) Ten (10) feet from the (ght-of-way ii.) Off-street parking or loading spaces shall be ten (10) feet from any public street right-of-way B. Front - Maximum: I.) Maximum setback does not apply to any structure existing on June 3, 2015 C. Side and Rear - Minimum: i.) No portion of any structure, excluding signs, shall be located closer than fifty (50) feet to any rural areas or residential district boundary and no off-street parking or loading space shall be located closer than thirty (20) feet to any rural areas or residential district boundary. ii.) No construction activity including grading or clearing of vegetation shall occur closer than twenty (20) feet to any residential or rural areas district. Screening shall be provided as required. D. Side and Rear - Maximum: i.) None 6. Planned Land Use: Additional parking for office space Maximum proposed site impervious surface: 0.29 ac. 7. Maximum Building Height (by Code): 65 feet 8. Adjacent Properties: IMP 59-15, n/f Jerry D or Lili Stowe Beninate Deed Book 1654, p 396; RA Current Use: Single Family Residence IMP 59-15A, n/f Ivy Road RE LLC Deed Book 5123, p 91; C1, RA Current Use: Retail Store/Office Space US Route 250 - Ivy Road 80' Width Right of Way 9. Datum and Benchmark Reference A. Virginia Landcraft, LLC, P.O. Box 148, North Garden, Virginia, 22959; Boundary, physical and topographic dated June 14, 2021. HALIFAX HOUSE INITIAL SITE PLAN SAMUEL MILLER MAGISTERIAL DISTRICT 10. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (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. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. 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. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (ho(zontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat 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. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 11. General Water and Sewer Conditions 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. 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 Contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 4. All materials and construction shall comply with the current edition of the General Water and Sewer Construction Specifications, as adopted by the ACSA. 5. Datum for all elevations shown in National Geodetic Survey. 6. The Contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 7. All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of the pipe, over the centerline of the pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 1 O.Trees are not permitted in the ACSA easement. 11.The Contractor shall be responsible to comply with the nolead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 12.The sewer lateral beyond the connection at the sewer main shall be private. The sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy County testing requirements. Visual inspection of the sewer lateral stub -out shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the Contractor. 13.The sewer lateral beyond the connection at the manhole shall be private. Visual inspection and pressure testing of the sewer lateral shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the Contractor. 14.The fire sprinkler main downstream of the gate valve is private. Visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the Contractor. 15.AII flushing of fire sprinkler mains shall not occur until approval is given by the ACSA. 16.Prior to backflow prevention device testing and the establishment of water service, all backflow prevention device installations shall meet the ACSA Backflow Requirements as detailed in Section 8 of the most recent revision of the ACSA Rules and Regulations. 17.A deed of easement and easement plat for the utility easements, approved by the ACSA, shall be recorded prior to any water and/or sewer service being established. 12. Stormwater Management A. Stormwater Quality: The total amount of Phosphorus removal required for this site is 0.30 lb./yr. The 12 digit HUC for the site is: 020802040202. The Owner intends to purchase nutrient credits from a nutrient credit bank to achieve water quality requirements under 9VAC25-870-65. B. Stormwater Quantity: The point of analysis for this project was chosen as the point where all runoff from the site converges just before crossing under Ivy Road (Route 250) via an existing box culvert. The entire watershed drainage area at this point, as defined by USGS Streamstats, is 19,793,664 sf. The project site contributes 43,431 sf of drainage area to the point of analysis, or 0.22% of the entire contributing drainage area. This site is outside of the limits of analysis for Flood and Channel Protection requirements Y q due to the site contributing drainage area being less than 1%of the total contributing drianage area at the point of analysis. This project qualifies to meet 9VAC25-870-66 BA.a. for Flood Protection and 9VAC25-870-66 C.3.a. for Channel Protection. 13. Parking A. Existing Parking i.) 5 regular spaces ii.) 0 HC accessible spaces B. Proposed Additional Parking 1.) 12 additional regular spaces ii.) 1 additional HC accessible space C. Total Proposed Parking 1.) 17 regular spaces ii.) 1 HC accessible spaces SIGNATURE PANEL Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - Zoning Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Building Inspections Date Albemarle County Service Authority Date VICINITY MAP o �0 u, S �Q w0 01) R " v O a ocy Q �O O � O O�Gr O ❑ F�s� 0706 q� o O � o O Cy SITE T SCALE. 1"= 500' SHEET INDEX E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 INITIAL SITE PLAN Q Z W ry LLJ O n J \\W C ///\ L W m LL •� Q LL Q � 0 F�- = Z D 0 U COVER SHEET Job Number: 21040 TH OF vr�'r ERIC W. WOOLLEY 9 LIC. NO. 37088 ❑ C1.0 Cover El�ZJ'ONAL C2.0 Existing Conditions Exhibit o� ElC3.0 Critical Slope Exhibit & Demolition Plan E�Gl�� ❑ C4.0 Site Layout Plan ❑ C4.1 Site Grading Plan Date: ElC5.0 Site Utility Plan January 14, 2022 ElL1.0 Landscape Plan ❑ Filled Box Indicates Drawing Included in Set Revision: I Scale: As Noted Sheet No.: copyright © 2022 by Woolley Engineering C1.0 1 of 7 E 0 0 WOOLLEY ENGINEERING PLAT SHOWING TOPOGRAPHIC SURVEY OF PORTIONS OF TAX MAP 59, PARCEL SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 20' DATE: JUNE 149 2021 21-034 M s�. fir. / t rya Off'( 3907047.239111463219.512 Notes: 15A AND PARCEL 15A1 Poo / IX / Pole / o IA ' 1 Story Frame 3907169.451/11463410.602 az ' Pole ,. Pond Fitter O Aon � � • /�/+ C p Kok X. +/ Rock "01 ayo 0tib�po /,' , ••¢d .�'' �* Wall O b�Ok4'1 /, i�Pen Pole N GRID NORTH - SPC VA SOUTH ZONE 3907111.373/11463858.916 Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 22902 (434) 973�0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 INITIAL SITE PLAN EXISTING CONDITIONS EXHIBIT Job Number: 21040 901. This plat is based on survey prepared 10-26-2018 and this date. 1° / ooa I Lic. No. 2576 Date: q� 1� _ _RaIlFence January 14, 2022 2. No title report furnished. Utilities and easements other than those shown may exist. `���f 7°04;_44• W 86.82, Q �. 0 .� TMP 59-15 3906936.465111463697.797 '9 Revision: 3. TMP 59-15A and TMP 59-15A1 are subject to the following: - �� U RV Virginia Electric and Power Company Easements, DB 307-183 and DB 316-562 Virginia Telephone and Telegraph Company Easements, DB 338-415 and DB338-424 ,t,4i 3906930.856111463486.543 Electric easements reserved, DB 263-230 and DB 263-440 0 ' Waterline easement, DB 263-440 Well and water rights, DB 357-219' ' Virginia Landcraft, LLC 4. TMP 59-15A and TMP 59-15A1 appear to lie in an area designated as Zone X as / Land Surveying shown on F.E.M.A. Flood Insurance Rate Map, Community Panel 51003CO265D. P.O. Box 148 5. OHE = Overhead Electric . / North Garden, f iTinia 22959 OHT = Overhead Telephone 434-293-2583 Traverse PC Scale: V = 20' Sheet No.: copyright © 2022 by Woolley Engineering C200 2of7 copyright © 2022 by Woolley Engineering NLS LIGHTING CLASSIC MINI ARCHITECTURAL LIGHTING The Classic LED Post Top Lantern blends traditional design with modern LED and optical technology. The Classic is able to provide illumination at (70) seventy percent energy savings compared to previous technology. The Classic LED is also virtually maintenance free with the LEDs lasting up to 483,000 hours and beyond. The Classic is Dark Sky Friendly and features a full cutoff optical reflector system. Micro Optics — recessed within the fixture's surface and can distribute light up to five times the mounting height, creating powerful uniformity. The Classic LED provides uniform illumination with up to four to five mounting heights. The optical system is completely concealed inside the fixture top eliminating glare. The Classic is available in 3000, 4000 and 5000 Kelvin and is available from 18-71 watts. The Classic LED Series is the perfect Iuminaire for traditional American neighborhoods. The standard Classic LED comes with flat glass lens MICRO OPTIC SYSTEM in the top of the fixture with open sides. Opal, Frosted, our new cell -enclosed, Micro Optic and Clear side lenses can be ordered as options. silicone modules produce high clarity and outstanding performance. LED WATTAGE CHART 330mllllamps 18w 330 miniamps 28w 700milliamps 36w 10513m11liam s 56w Project Name: Type: Cat # Light Dist. No. of LEDs Classic Mini : Type 2 16 350 3000K 120 277 Bronze Post Top Marine Grade Finish (CLA-M) (T2) (161.) (35) (30K) (UNV) (BRZ) Over 2-3/8 OD ( � White (T211) Photocell Type 530 4000K (WHIT) Post Top gftwffsalVaOW720-217 (T3) (53) (IOK) Silver O (T3R) O : Photocel(�p, Receptacle (SV Type 4 700 5000K (TI) (7) (50K) Hunter Green : Arm Mount : Receptacle0ap Shortening (HGN) (AM) (PER) Fm use wMWcwarrveAms 17 Pin Rece tacle Lpap Type 5 1050 Black +Shortening (TS) (1) (BILK) Pendant Mount (TPIN) i Graphite p (Comes1. 'Couplmg) Surge Protector (10K) 1 M1 (GPH) ; House Side Shield (HISS) 2' PM23 3' PM3 Opal Side Lens (OSL) ip yy 4' PM4 Clear Side Lens (CSL) (GRY) 5' 1M5 : Frosted Side Lens (FSL) Custom (CS) Terminal Block (TB) Tooless Entry (TE) Gravel RICAN i i i i / ANEW ES-1 DRAINAGE Shared Driveway Easement DB 4491-396 i i AGE STRUCTURE WITH GRATE TOP 1 \ Deck orok 2 Story Frame NOTE: 10' MOUNTING HEIGHT 162 SITE LIGHTING CUTSHEET PATH LIGHT N.T.S. 0 ;s PATH LIGHT r DI Pole I � II RIPRAP LINED OU LET PROTECTION CHANNEL 12' 18' `� 0 �3449 EXISTING GRAVEL NEW DRAINAGE STRUCTURE WITH GRATE TOP \ 12 [NEW DRAINAGE STRUCTURE WITH GRATE TOP I Forever Bnght 11 SPECIFICATION FEATURES Finish: Our naturally etched finishes will withstand the test of time. All finishes are individually treated insuring consistency. Our meticulous application results BRICK PAVER PATHWAY in a fixture that truly becomes 'a one of a kind'. Electrical: Available in 12Va 120V Model: SPJ-720 Labels: ETL Standard Wet Label Finish: Matte Bronze C-ETL Higher Lumen Packages Available Consult Customer Service Solid Brass & Copper Bollards NEW DRAINAGE STRUCT 113A' IPATH LIGHT LIGHT FIXTURE MOUNTED ON 1 POLE DESCRIPTION ' Model#: SPJ-720 Material: Solid Brass Frosted Acrylic / Electrical: 12V or 120V Spread Lens / Engine: FB-TAB-6W Lumens: 300 ' Color Temp: 2704k / Mounting: Direct Burial or Anchor Mount LED: Nichia , 6" / Model: DM6 / Deck Mount Option _ Wet Listed 0%. tea' )IRDERING INFORMATION Pole R36' - / / a EDGE OF NEW GRAVEL S Frame / sue, A Building LIGHT FIXTURE MOUNTED ON 10' POLE I / \ 390711 1 � , 1 r \ , NEW LOCATION FOR RELOCATED / FRAME SHED (SEE C3.0) \ TO 59-15A1 / / 1.00 Acre ' \ o Od O' \ Ov��\ / 20' \ / GRASS PAVER SURFACED PARKING SPACES WITH 6" WIDTH GRANITE 6 \ PATH LIGHT 4j EDGING FLUSH WITH GRADE / \ 4' O I!] M 25' VV asemen #3447 7 LV SPJ-720 MBR V = Verde GM = Gun Motel BYf 300 2700K 12V M = Moss B = Black 40OCK 120V , All = Aged Brass A = Rusty 5000K 13' - 18 TYP_ MBR = Mane Beira PVDP= PVD Poli RC = Raw Capper PVDS- PVO Satin 9' TY PATH LIGHT CUTSHEEI N.T.S. wwwspjlighting.con) 65' D� /, z / 63 Z rn /Ox Ex Gravel / Dy / / /V KNEE WALL AT BOTTOM OF SLOPE CD LIGHT FIXTURE MOUNTED ON 10- POLE < \ �jAl 44' 10.74' TMP 59-15 '� � Rail Fence / I_......,,....._.. _,.,,,__� y--- _ — _ NEW DRAINAGE STRUCTURE WITH GRATE TOP -- X_— =—X—__X.----X---- __ --�' N 87.04'44" W -------X----X — Ss 82 3906936.465/11463697.797 8' \ \ T ,' 3' 12' / CD i' 1 Story Frame/Brick NEW CONCRETE STAIRS -(14) 9�°/�,/ 0.5' RISER, 1.25TREAD ' NET OFFICE FLOOR AREA = 2,550 SF (APPROX.) SIGN TMP 59-15 (5) NEW GRAVEL PARKING SPACES (4) STANDARD SPACES 8. (1) HC SPACE 1(5) WHEEL STOP BLOCKS Scale: 1" = 10' E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville• Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 INITIAL SITE PLAN Z U 'L v I OCL W J n` Q X C L LJ —J j_'.�J i� � LL 0 Q Z O U SITE LAYOUT PLAN Job Number: 21040 oTli OF ERIC W. WOOLLEY 9 ,4 LIC. NO. 37088 a o��Ssr 0 NA L ��Gl��W Date: January 14, 2022 Revision: Scale: 1 " = 10' Sheet No.: C400 4of7 copyright © 2022 by Woolley Engineering copyright © 2022 by Woolley Engineering copyright © 2022 by Woolley Engineering LANDSCAPE CALCULATIONS AND NOTES I. STREET TREES REQUIRED STREET TREES = 155 SF / 35' = 4 TREES PROVIDED STREET TREES = 4 TREES 2. PARKING AREA TREES INTERIOR TREES REQUIRED = 19 / 10 = 2 INTERIOR TREES PROVIDED = 2 3. PARKING AREA LANDSCAPING: AREA REQUIRED = 9,071 SF PAVEMENT X 5% = 454 AREA PROVIDED = 454 SF 4. CANOPY REQUIRED = 43,560 SF SITE AREA X 10% = 4,356 SF CANOPY PROVIDED = 13,857 SF = 32% 5. STREAM BUFFER MITIGATION CALCULATION UNITS REQUIRED = 6 CANOPY TREES REQUIRED = 6 CANOPY TREES PROVIDED = 6 UNDERSTORY TREES REQUIRED = 12 UNDERSTORY TREES PROVIDED = 12 SMALL SHRUBS REQUIRED = 33 PIEDMONT MEADOW SUBSTITUTED FOR SMALL SHRUBS = 0.22 ACRES 6. ALL SITE PLANTING OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. —ss wall- --- --ss - ss 6 O [P 59-1 )8 Acr1 7. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE SCHEDULE AND THE PLANS, THE CONTRACTOR SHALL FOLLOW THE PLANS. 8. TREE AND SHRUB PLANTING PIT SOIL SHALL CONSIST OF SCREENED HIGH QUALITY, NATIVE TOPSOIL AS APPROVED BY THE ARCHITECT AND ENGINEER. TREE PIT DEPTH SHALL BE 1- 1/2 TIMES ROOT BALL DEPTH. THE PIT DIAMETER SHALL BE 5 TIMES ROOT BALL DIAMETER 9. CONTRACTOR SHALL APPLY 4-INCHES OF TOPSOIL TO ALL PLANTING BEDS SHOWN ON THE PLANS. THE CONTRACTOR SHALL THEN POWER -TILL THE PLANTING BEDS TO A MINIMUM DEPTH OF 12-INCHES TO PREPARE THE PLANTING AREA. 10. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND HARDWOOD BARK MULCH. SEE LIMITS SHOWN ON THE PLANS. It. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT AND OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. 12. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL PUBLIC AND PRIVAT UTILITIES MARKED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. o0a\\r� - -- Sgo ----- , • ♦ -- LAW1eJ'.`.`.'.`.`. ♦ y \♦ S N ♦ p -s N m co ° R E ork d Ss so 3 % LL;�Sg i i• • 5 0 n LL 0 w 0 9 r O O 0 PROPOSED SITE t. O O R TAINING WA O O O 0 0° S E CIVIL PLA O °° 0 0 0 0 p \ I 1 / \ P \ I\ / 1 vv Shared Driveway v Easement DB 4491-396 1 '0 1 + A `! 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'' o 0 0 o LL`-`- O 0 0 0 0 a o �.`.`.`.`.LL. O 0 0 0 0` :: . 0 0 0 0 0 0 0 -• o o'Oo°0 0°0 0 0°0°0 ° oo: o0 0 0° 0 0 0 0° 0 0 0 .LLLLi+`.LL... o° ...-. ° o ++LLLL= ° o 0'• O O O o O O O 0 O O O O 0 PROPO. E0,04 O' O O O BRICK `•. O O O.`.`. O O 0 0 O O O O O 0 O O O O O O 0 0 O O O O PAVING O O O O O O O O O f 0 O O O 0 0 O O O O O O O 0 O O O O O O O O O 0 0 O O O O LL- 0 O O O O O O O O •'•`•' 0 0 O O O O O O O O 0 O O 0 0 O 0 0 O O O O O O .`.`> O 0 :' O O O O O O O O .` O 0 0 0 0 0 0 0 0 0 0 0 0 �O O°0 0° 0�0 00 0 000 177117 86.82' \ HALI FAX HOUSE 0°0 -:-: 0°°°°°°°0°°°0 :' 0 ° 0° 0 \`.'. O O O O 0 0 0 0 000 P SEDGRASS.: °° 00000°0 O° O O O PAVE PARKING SEE O O O°0000 J O O°O° O O° CIVIL PLAN .0°0 000 , 00 000 ° ° 000 °O 0 O°O°O o°04J'l OC�s 00 .: 000000 -:r O O 0000 gyp. O O O° 0°0 O °O° ° °O O 0000 Z5O O LL O°O O° O° O ° O° O° O° O° O O° O 0 524: 00 00°°0000 op O O O p�L 1 O O O O o °° O°O OO0O° 0CO 000000 000°00 oo°°000°° �4 \. 00° �.. �. Ex Gravel 0, tvxp CO I OPTIONAL TREE 3906936.465111463697.797 �p PARKING AREA SCREENING r km 2 PARKING AREA TREES TMP 59-15 \♦ 3907111.373/114638: 0 6 STREAM BUFFER\ UNDERSTORY TREES \ 86.82' \ HALI FAX HOUSE 0°0 -:-: 0°°°°°°°0°°°0 :' 0 ° 0° 0 \`.'. O O O O 0 0 0 0 000 P SEDGRASS.: °° 00000°0 O° O O O PAVE PARKING SEE O O O°0000 J O O°O° O O° CIVIL PLAN .0°0 000 , 00 000 ° ° 000 °O 0 O°O°O o°04J'l OC�s 00 .: 000000 -:r O O 0000 gyp. O O O° 0°0 O °O° ° °O O 0000 Z5O O LL O°O O° O° O ° O° O° O° O° O O° O 0 524: 00 00°°0000 op O O O p�L 1 O O O O o °° O°O OO0O° 0CO 000000 000°00 oo°°000°° �4 \. 00° �.. �. Ex Gravel 0, tvxp CO I OPTIONAL TREE 3906936.465111463697.797 �p PARKING AREA SCREENING r km 2 PARKING AREA TREES TMP 59-15 \♦ 3907111.373/114638: 0 6 STREAM BUFFER\ UNDERSTORY TREES \ KEY + PROPOSED DECIDUOUS TREES 0 PROPOSED EVERGREEN TREE SHRUB " EXISTING DECIDUOUS TREE ° EXISTING EVERGREEN TREE I SHRUB CRITICAL SLOPES: SEE CIVIL PROPOSED BRICK PAVING PROPOSED GRAVEL PAVING 0000o PROPOSED NATIVE PIEDMONT PLANT MEADOWS PROPOSED PLANTING BEDS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.466.4422 ANHOLDLA.COM 10 0 10 20 Scale: 1" = 10' EY 0 WOOLLEY ESGISEERISG Consulting Civil Engineers 210 5th Street NE Charlottesville• Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 INITIAL SITE PLAN Z LU > W CL, 0� <Q< W � m H •� Q LL Q� 0 LANDSCAPE PLAN Job Number: 21040 Date: January 14, 2022 Revision: Scale: Sheet No.: L1.0 30 7on