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HomeMy WebLinkAboutSDP202200016 Plan - Submittal (First) 2022-03-17LEGEND EXISTING -I 311.5 x 311.5 TO x 311.5 TW x 311.5 BW x I m OHU ucu J S W O 0 GAS NEW 10 0 x -o- m OHU GU S W O 0 A DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE I SOUTH PANTOPS DRIVE OWNER/DEVELOPER Owner: South Pantops II Land trust Charles W Hurt Shirley Fisher Trs Address: P.O BOX 8147 Charlottesville VA, 22906 ZONING R15 - Residential Flood Hazard Overlay, Steep Slopes - Managed, and Steep Slopes - Preserved MAGISTERIAL DISTRICT Rivanna VOTING DISTRICT Free Bridge SOURCE OF TITLE D.B. 2913-161 PLAT SOURCE OF BOUNDARY AND TOPOGRAPHY Topographic information for adjoining parcels provided by LIDAR data and Albemarle County GIS . Plat Records. BENCHMARK Top of existing sanitary manhole along South Pantops Drive. Elevation 405.17 SETBACKS Per SEC. 4.19 setbacks of the Albemarle County Zoning Ordinance, the applicable setbacks are as follows: Front-Minimum(South Pantops Dr): 5 ft from the edge of the right-of-way or the exterior edge of the sidewalk is outside of the right -of-way Front -Maximum : 25 ft from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way. Side -Minimum: 5 ft, Unless the building shares a common wall, Maximum is none. Rear -Minimum: 20 ft, Maximum is none FLOODZONE FEMA flood insurance rate map (community panel 51003c0289D), Effective date February 04, 2005 shows this property lines in the 100- year flood plain. RESERVOIR WATERSHED This site is within the Rivanna River watershed (020802040401). This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. DAM BREAK INUNDATION ZONE The parcel is within the State Dam Break Inundation Zone & Federal Dam Break Inundation Zone. ITE Trip Generation AM PM WEEKDAY Use Description ITE Qty In Out Total In Out Total In Out Total Multifamily Housing (Low Rise) 220 13 2 5 7 5 3 8 47 48 95 Trip Generation reflects AM and PM peak hour traffic. 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 Count Engineer or designee it is P P Y q P Y 9 9 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. 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. EXISTING USE Vacant wooded lot Total Acres: 5.34 Ac PROPOSED USE Proposed units - Twelve(12) units Multifamily Housing , gross residential density : 3.0 DUA Maximum Disturbed Area: 1.31 (Acres) BUILDING HEIGHT Required: Per SEC. 18.3 - Area and bulk Regulation of Albemarle County Zoning Ordinance, the maximum allowable building height is 65 ft Proposed: Proposed building height shall be 30 ft LAND USE SCHEDULE PROPOSED EXISTING SF AC % Building Building 0.0000 0.00 0.0% Concrete & Pavement Pavement 958.00 0.02 0.4% Open Space 231,652 5.32 99.6% Sidewalk- Retaining Wall Total 232,610 5.34 100.0% Open space SF AC % 10,374 0.24 4.5% 11300 0.26 4.9% 5,227 0.12 2.2% 205,708 PARKING SCHEDULE Total 232,610 Required parking: Per Albemarle County Code of Ordinances: SEC 4.12.6 Minimum Number of requiered parking spaces for scheduled uses Required: 2 space per dwelling Unit 1 Guest apace for 4 ( Four ) units Provided 4.72 88.43 NITIAL SITE DEVELOPMENT PLAN - PARCEL 20R TAX MAP 78, PARCEL 20R ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=2000' 5.34 100.0% Map provided by Google.com SHEETINDEX C1 COVER SHEET C2 EXISTING CONDITIONS C3 GRADING & UTILITY PLAN 13 townhouse ( Single - Family Attached ): 2 Bedroom or more, 2 Spaces/Unit 13 Units Proposed x 2 = 26 Spaces Provided 3 Guest spaces shall be provided 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 Albemarle County Sign Regulations prior to placement of any signs on -site. 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. 9 Y 9 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. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 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 sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.mm INITIAL SITE PLAN ALBEMARLE, VIRGINIA SOUTH PANTOPS DRIVE -PARCEL 20 SUBMISSION: 2022.03.11 REVISION: FILE NO. COVER SHEET SHEET C1 OF C3 22.002 C1 \ (11w O\ � �`\�J / \ I----J // /*30'00"E 15.01"� � \ ``� `����/ / /I / iN37 'OVE 5.00'I / J . . . . . . . . . . . ... .. . 0\ i 78 �''��55,,C,2 �.\ \\S0 HERN PROPERTY, LLC :6,2673�72 Y < v C. i "> .< - •j �'� r, +' TCIyOCA��V vv�� A- %`kc�. 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