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HomeMy WebLinkAboutSDP202300068 Plan - Submittal (First) Initial Site Plan 2023-11-09LEGEND EXISTING NEW ° 10 10 - -510- 10 ---508--- 12- 311.5 x +tt 311.5 TC x solo srec 311.5 TW x 311.5 BW x +tt - FP - 0 -0- -0- (D m OHU OHU UGu UGU OHE UGE FO 0 O CD q ® q RD RD 0 CD S S FM w -W - WS WS FL O ® O ®dlv FHA AFDC FHA A FDC GAS GAS SDP2023000XX TAX MAP 78, PARCEL 20 OWNER/DEVELOPER EXISTING USE VICINITY MAP SCALE:I.=ALBEMARLE COUNTY, VIRGINIA Owner: South Pantops II Land Trust; Charles W Hurt & Shirley L Fisher Trustees Wooded and Grassed Vacant Lot P.0.Box 8147 PROPOSED USE DESCRIPTION Charlottesville, VA 22906 68 Multi -Family Housing ZONING BUILDING HEIGHTS BENCHMARK R15-Residential Maximum Allowable Height: 65' ! R�•� CARRIAGE Flood Hazard Overlay, Steep Slopes - Managed, and Steep Slopes - Preserved Maximum Proposed Height: 45' HILL CONDOS Red Wing Charlottesville SITE PROPERTY LINE P 9 - 9 - DISTRICT FFE Lower Floor = Sheet C5 displays the FFE of each unit. /' UThe Frior or ADJACENT PROPERTY LINE s ��� � Tomorrow Is Here Rivanna LAND USE SCHEDULE Fairhav us" �� P BUILDING SETBACK ® e. BUILDING STANDARDS Top rated PARKING SETBACK Existing SF AC % Proposed SF AC % Front Minimum: 5' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way a Perk, !2 SITE Building 0 0.00 0.0°k p (� Front Maximum: 25' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way Building 42,864 0.98 7.6 /o \1� PARKING COUNT 1 , Side Minimum: 5' unless the building shares a common wall Pavement 2,914 0.07 0.5°k SA �� 8 026145, -78 450292 INDEX CONTOUR Side Maximum: None Pavement 39,858 0.92 7.1% Rear Minimum: 20' Concrete 0 0.00 0.0°k `"v, • ; Q INTERVAL CONTOUR Rear Maximum: None o Concrete 16,189 0.37 2.9% SOURCE OF TITLE Impervious z,s1a o.07 o.s� SPOT ELEVATION_ OVERLOOK TOP OF CURB/BOTTOM OF CURB ELEVATION DB 1069 PG 499 Turf 38,257 0.88 6.8°k Impervious 98,911 2.27 17.5% Riverview Ceme`_/ ¢ . CONDOS TOP OF WALL ELEVATION SOURCE OF BOUNDARY AND TOPOGRAPHY woods sz3,szz ,z.o3 9z.7°� �� Rivervl Turf 50,471 1.16 8.9% Pa Boundary compiled by Foresight Survey, P.C. 02/2023 Total 565,093 12.97 100.0% sen ara Martha BOTTOM OF WALL ELEVATION Topographic Information was compiled b DDR 2009, data field verified 07/2023 b Shim Engineering,P.C. Woods 415,710 9.54 73.6% / Jefferson Hospital P Y Y P FLOOR AREA RATIO (FAR): � J STREAM Topographic information for surrounding parcels obtained from LIDAR & GIS New parcel area = 197,534 SF = 4.535 AC Total 565,092 12.97 100.0% N 1 STREAM BUFFER BENCHMARK Building GFA __ Multi -Family Building + Mini -Storage Building=171,456 GSF ! 11VA Health Cancer Datum for topography is NAVD 88 Total Site Area Total Site Area 197,534 SF - 0.868 QMurphy,& Ru aping Center Pantops T 100 YEAR FLOODPLAIN Top of existing sanitary manhole along South Pantops Drive. Elevation 405.17 Limits of Disturbance = 3.83 acres BUILDING FLOODZONE PARKING SCHEDULE Map provided byGoogle.com According to the FEMA Flood Insurance Rate Map, effective February 04, 2005 (Community Panel 51003Co289D) a portion of this RETAINING WALL property lies in the regulatory floodway. REQUIRED PARKING: RESERVOIR WATERSHED Per Albemarle County Code of Ordinance Sec.4.12-6-Multi-Family Units: RETAINING WALL HATCH 2 Space This site is within the Upper Rivanna River Watershed. HUC12: 020802040401 Residents: Unit RAILING This site is not within a watershed of a public water supply. 2 Space STAIRS WATER & SANITARY SERVICES 1 Unit x 68 Units = 136 Spaces Required. 1 Guest ParkinSpa ce SHEET INDEX EDGE OF PAVEMENT This project lies within the Albemarle County Service Authority Jurisdictional area for both water and sewer. An existing sanitary sewer Guests: 4 Units line is located on the property and an existing waterline is located along South Pantops Drive. 1 Guest Parking pace x 68 units = 17 Guest Spaces Required C 1 COVER SHEET ROAD CENTERLINE P q SHIMP 4 Units FRONT OF CURB GENERAL CONSTRUCTION NOTES Total = 136 + 17 = 153 parking spaces required. 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the PARKING PROVIDED: C2 EXISTING CONDITIONS Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any BACK OF CURB discrepancies occur the requirements of the permit shall govern. Residents: (1 -car garage +1 (8' x 18') driveway ) x 67 units = 134 parking spaces provided P q P 9 1 Unit 1 Unit CG-12 TRUNCATED DOME 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. Unit 34B 1-car garage + 1 comer parking space reserved = 2 parking spaces provided C3 SITE LAYOUT OVERVIEW ENGINEERING 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed 1 Unit P 9 P P 9 P AND PLANNING -PROJECT MANAGEMENT SIDEWALK prior to any clearing, grading or other construction. Guests: 20 parking spaces provided C4 SITE LAYOUT BIKE PARKING 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Total: 134 + 2 + 20 = 156 parking spaces provided. HANDICAP ACCESSIBLE AISLE 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be OPENSPACE/RECREATIONAL C5 GRADING PLAN 912 E. HIGH ST. 4M.227.5140 achelved. Required: CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM HANDICAP PARKING 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 Per Sec.4.16-1 & 2 minimum 200sf per unit necessary in order to stabilize a drainage channel. C6 GRADING & UTILITY PLAN CROSSWALK 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 400 sf) 68 units t includes: sf 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. One (1) tot lot that includes: One swing (four seats), One slide, Two climbers, One buckabout or whirl, &Two benches. CONCRETE Provided: OVERVIEW 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). ASPHALT One (1) tot lot (2,750sf) includes Two swing (four seats), One slide, Two climbers, One buckabout or whirl, &Four benches GENERAL WATER & SEWER NOTES 6,188 sf hiking trail C7 WATER/SANITARY SEWER/ GAS RIPRAP 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying 1,167 sf recreational area along the hiking trail with 4 benches EC-2 MATTING the proper service authority officials at the start of the work. 2,335 sf recreational area along the hiking trail with 4 benches NLTH OP PLAN 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are 1,433 sf recreational area along the hiking trail with 3 benches �� EC-3 MATTING only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. Total: 13,873sf recreational area provided. O WETLAND 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as STEEP SLOPES C8 DRAINAGE SYSTEM PLAN adopted by the Albemarle County Service Authority. O TREELINE 4. Datum for all elevations shown in National Geodetic Survey. Preserved slopes are present on the property outside the limits of disturbance. Managed slopes are shown on Sheet C5 with labels showing C9 HORIZONTAL SIGHT DISTANCE v JUS .. SHIMP a 5. The contractor shall be responsible for notifying MISS UTILITY" 1-800-552-7001 . which slopes are to be disturbed. RR FENCE P ty 9 ( ) 10.45183 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 SIGNS N S includes all fire hydrant lines, service laterals and water lines, etc. All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. �0 k� UTILITY POLE 7. All water and sewer appurtenances are to be located outside of roadside ditches. 9 PP A sign permit must be issued in accordance with the Albermale County Sign Regulations prior to placement of any signs on -site. � G GUY WIRE 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. Contractor shall provide handicap signs as shown on plan. `S'SIONAL E� OVERHEAD UTILITY 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 GENERAL NOTES UNDERGROUND UTILITY Bill 3874 which amends the Safe Drinking Water Act). 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall OVERHEAD ELECTRIC 12. Backflow prevention is required for all connections to the water main. not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming UNDERGROUND ELECTRIC FIRE PREVENTION the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during DESIGNED BY Two (2) existing ACSA fire hydrants one located on South Pantops Drive across the street from the property to the east while the other construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be Stephanie Paul FIBER OPTIC 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. is located north of the property on the Heritage Inn driveway. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures STORM STRUCTURE NOMENCLATURE Three (3) proposed ACSA fire hydrants on site, all located along the travelway. Sheet C7 for display and labels of proposed fire hydrants from damage. Replacement of damaged structures shall be at the contractor's expense. CHECKED BY STORM MANHOLE FIRE RESCUE NOTES 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make Justin Shimp, P.E. necessary arrangements to modify/protect existing structures from damages. DROP INLET (CAST INPLACE/PRECAST) During construction, the following fire prevention steps are required, so please note them on the plan: 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia STORM SEWER PIPES 1. Smoking shall be prohibited in areas where smoking makes conditions such as to make smoking a hazard and these areas shall be Department of Transportation prior to completing any off -site work. designated with no smoking signs per Virginia Statewide Fire Prevention Code. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. INITIAL SITE DEVELOPMENT PLAN ROOF DRAIN 2. Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. Prevention Code. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, SOUTH PAN TO PS SANITARY STRUCTURE NOMENCLATURE 3. Per the Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and demolition manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor SANITARY MANHOLE sites, provide access to within 100 ft. of temporary or permanent fire department connections, and have no overhead wiring or other from the responsibility of adherence to the contract and for any error that may exist. overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary road, but shall be capable of 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. MULTIFAMILY SANITARY SEWER MAIN supporting fire apparatus in all weather conditions. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. SANITARY SEWER LATERAL 4. Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the Virginia 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. Statewide Fire Code 11. Retaining walls require separate building permits. FORCE MAIN 5. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. 12All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the . WATER LINE 6. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the main to the structure. VirginiaALBEMARLE COUNTY VI RGIN IA Statewide Fire Code 13. Accessible parking spaces, access isles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09 and the 2018 APPROVALS ' WATER SERVICE LINE 7. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where Virginia Construction Code SUBMISSION: combustible materials have accumulated, in every storage and construction shed and in areas of special; hazards, such as where 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public FIRE LINE flammable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code 2023.11.08 sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch WATER METER (WM>1 ",WM<1 ") 8. Operations involving the use of cutting and welding shall comply with the Virginia Statewide Fire Prevention Code and shall require a serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the REVISION: permit from the Albemarle County Fire Marshal's Office public sewer shall not discharge through a backwater valve. WATER METER VALVE VDOT NOTES 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. Current Development Planner Date FIRE HYDRANT VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. FIRE DEPARTMENT CONNECTION 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 Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to requirements and permits for demolition projects at 540-562-3580 x131. GAS LINE VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by 17. All water, sewer and fire lines require NEW inspection and testing procedures. The ACSA performs any testing and inspections of the public Current Development Engineer Date VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be sewer and water main(s). EASEMENTS backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." 18. The Albemarle County Building Inspections Department(ACBID) does a visual inspection and witnesses the testing of the building drain, CONSTRUCTION/GRADING And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. water service pipe and the sprinkler lead-in connection. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video 19. The developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site Utilities to Fire Official Date ACCESS (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be perform the visual inspection and testing of all utilities submitted to VDOT for review and approval prior to paving operations. 20.not covered by the ACSA or ACBID. This includes building sewers, water and fire line branches between the main and the SIGHT DISTANCE PP P P 9 P meter(s)/building(s). FILE NO. UTILITY ITE Trip Generation, 10th Edition 21.The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Building Official Date 21 072 STORMWATER AM PM WEEKDAY Occupancy being issued. DRAINAGE Use Description ITE city IV In Out Total In Out Total In Out Total Albemarle County Service Authority Date COVER SHEET SANITARY Multifamily Housing (Mid -Rise) 221 86.0 Units 4 14 18 16 11 27 139 139 278 WATERLINE GASLINE Trip generation reflects AM and PM peak hour traffic. Virginia Department of Transportation Date Architectural Review Board Date C 1 / / I My / I vJ"'01 c/ v 1 / /II a.� _,�1 I •- \ I', 1 ' \ \ \ \ \ \ , I � a I\..` -` `� I\ � ` `� ��\ \\ \ , " .,\\\I\ \ \ \ I\ ` \ \ '• / JTIL/TY 1 1� I ., y� \ \ I \ \ I \ 1 I iO \.(_ \ - �. ` \ \ \ \ \ '' \ \ \ \ \ \\. \ \ `. \ \ \ \ \ 1�1 - _. - - _____.-- / / / OX _ LxJ -1 Y_ 15 !'. ,. N`o�l-4 .0 o \�� cN \ m t \a \ O.q \\ �" `�\ -`\ \ \ \:. \\ �\ \'. .�\ \ \. \\ \ \\ \ \ - - g -- I -.1 \ \ \ \.. \ \ \ _- ,/ ,/ I\ 8. I 1 .,. I III '1 - \ \ \� \. -\.� \ \ ` `.\ - _. - _ _ _ \ i. �.. -a . Off ' I I I I I r \ \ e \ OS,\ \ � �\ \ \\ \ . \ . \ \ \ � \ _ _ / k I :� 1\\ .A �. I I I wl li / 7/�)bl_..., II I I I 1. I 1 1\ \ '\ \ \ S' \\ f� \ ` \\`���\ - ��\ \'\''\ \`\ \ \ "\\l l:.\\\. \ \\ \ \ „i `1 \ I , / / / / / i I o) I co a 0- E y"� 9 \ \ >e \ \'.�: \ \ \ \ -\ aC \- \ \ \ \ / 6' \ V A _ __ i�� _ __-.__-.-- \�- / / / f I:- A \ \ '4°,i l:- rpm I ^- // /// �/ - .• t / I I'� -row- "0 � \ \\ \ \\ \ \\\\ 1 ��``\�\\: \\\\ \\`\\�.\\�.\ \\O da\`"\ \\ \ \ \ \ \\ __ CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 970.00' 80.40' 80.38' N00° 07' 35"W 4° 44' 57" C2 1030.00' 495.60' 490.83' S11 ° 34' 24"E 27' 34' 08" C3 1030.00' 22.76' 22.76' S25° 59' 31"E 1° 15' 58" - __----------`\ -_ / / \ SY+n- - .- / /`� , /j] - /'//' // _ , / V \ ` _ \ \ \ \\ \ \ \ \ \OS)' . ` \ �\,\ -. \\\ \\` � , .\ \ r',\.\ \ \ \ I\ '\ ' _ __ / / -s / \ \CO CRETE. 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OB6m E1/GRINDE 3+ GALP MAY / / ,.362- G INITIAL SITE DEVELOPMENT PLAN ++, = '- — -38G ��I _ _ _ + , / / / / SOUTH PANTOPS ���` YD+ rD,r YD 'I• YD 76 j../ � / 7 /J $� _ - -- s �, + 74 / MULTIFAMILY 70 — _ — — y _ " - � -- ss /i- / 6a — — — ` _ — —�sb6= — — _' /64 / / o / ALBEMARLE COUNTY, VIRGINIA _ - - - 36 64_��� + + / + + i / SUBMISSION: T ' - - - --- - - - - - - -- �366 64 ' - - - - - - -362 - - - - / / / + + ,a`O 2023.11.08 - -� ---- i - i3 - - / �- _ - + // ++ - - - - - - - - - i -360 = + + ++ / REVISION: 362 / l \ T 3 ---------------- i - 5 -- - - - / 5 / 00000 -A �I IDATION zo' DRAINAGE / / — — — — — — _ �ERt\t �� ,� a FILE NO - EASEMENT v /�, / / 3 - / / / - - �� / - _ 4.6 -j44 - OWNER: Sq&H PAN" OPS II LAN_DJ RUS'(,= - - _ - - - - ' • +/ ��� ��L -� j -342- - - V CHARLES W,,Ffi�1RT�RLEY FISHER i T_ USE ' VAO. 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DR IN _ _ 396— — `- — ACCE�S PORT 1----------- -- - _ Q /1 72 :1.1 �11 00/0' L T I R ---------- ACCESS PORT & ry7'0 I IONAL E 40 D4 24NYLOPLAST _ // M0 CO ACCESS42ORfi-394— @&' I 'C --D CS / 72 �.\ _ ¢ y0—j �---- �--------%---- I cb I ./ RD �,RB / / o _ / / 0 8" YARD \�94 RD RD RD Ryser RD RD RD RD RD p, ollP� -- DRAIN/ ----1 / I I,, e. ��ro7 / a O DESIGNED BY HOPEl — — �8 M� ) / ) Stephanie Paul // i — 1 i.'h— J/ / / 2 / / / / / 90I/ — F 84------- / ---- ---- --- w I CHECKED BY -8�2 � � �/� o � � \\r"i Justin Shimp, P.E. — ¢m ✓ �y�\ Q -3B4— / / �DP�/' \\ / T� 8' YARD INITIAL SITE DEVELOPMENT PLAN / / \ + + \ — / {- - / - _ -382- — -_.i - — _ — + I DRAIN / / / I - _Co / / PS �' SOUTH PANTO � YD+ YD YD �f• YD 7 F1 1 �J + / 74 MULTIFAMILY — — ` +�' / — =—— --- —3/ 2— �•� \, — � �DSDH+.. /64 / / i ALBEMARLE COUNTY, VIRGINIA T ` + _ _ — + + / SUBMISSION: + — — 5 =362 — — — — / / / + a� 2023.11.08 / 6 ,v — + + + + REVISION '4 +. + + _ SEE PI E +A A4 \/ /ENlll����� ,✓�N // I r� I \\ FILE NO. At 21.072 + ++++�/ DRAINAGE �v 20 a ,+ zo 40 60 SYSTEM PLAN <;'v' a Scale: 1 "=20' ,� PIPE CONTINUATION DETAIL C 8 ORIZONTAL SIGHT DISTANCE RIGHT (SDR) Scale: 1 "=20' 92 /P6�w / / / // / / / / 94 \ \ \ & — — — — — — \ /` 90 / �3ems/ / v�>Iv`v vv v A v vv AV / �o / - / SQUTH PANTOPS DR./ 11 -392 \ \ \ 1 \ o - - I BEVER�WAY -425TO OVERLOOK -PL — -� I \ \ 4fW 380 368--364 \ I \356 II 1 I I I I ( I I + + + ++ ++� ++ I I II I I 1 /l +' ' 1 ++ /\\�\ �\ \ I\+�, � II II I I l l l /l / + + \ \ o + V vv 1 11 I+ + \ I I I I I I I I V I I// //� \ \\\ ` I I I I I � \A\ r2--�HORIZONTAL SIGHT DISTANCE LEFT (SDE) ` IF \\J414' llla / /-12 / SHIMP ENGINEERIN G12. LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH $T. 434=.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O U JUSTII�!SHIMP iL 0. I45183 DESIGNED BY Stephanie Paul CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN SOUTH PANTOPS MULTIFAMILY ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.11.08 REVISION: FILE NO. 21.072 HORIZONTAL SIGHT DISTANCE 2'dss.b C 9 Scale: 1"=20'