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Home My WebLink AboutSDP202300002 Plan - Submittal (First) 2023-01-03INITIAL SITE DEVELOPMENT PLAN SEMINOLE HEIGHTS County File Number Pending TAX MAP 45, PARCEL 68C ALBEMARLE COUNTY, VIRGINIA LEGEND OWNER/DEVELOPER BUILDING HEIGHTS VICINITY MAP SCALE: 1°=1000' TAP Investments LLC Maximum Allowable: 65' EXISTING NEW DESCRIPTION 2903 North Augusta Street Proposed Height: 50'(self-storage building) y, �a Staunton, VA22401 EXISTING USE BOUNDARIES ZONING Vacant y� g BENCHMARK HC - Highway Commercial 10� Steep Slopes - Managed only PROPOSED USE eta a SITE PROPERTY LINE AIA - Airport Impact Area P P Building A: 10,000 SF Daycare (1-story) �eG' - - - - ADJACENT PROPERTY LINE EC - Entrance Corridor Overlay Building B : 100,400 SF Self -Storage (4-story) 0 BUILDING SETBACK Building C : 20,250 SF Wholsale Distribution (upper level) �� SIT SETBACKS 10,000 SF General Retail (lower level) JO ❑ PARKING SETBACK FRONT MINIMUM: 10' from the right-of-way or the exterior edge of the sidewalk Building D : 3,928 SF Drive -through car wash �O SITE TEXT if the sidewalk is outside of the right-of-way Building E: 1,458 SF Drive -through oil change service o�� Od FRONT MAXIMUM: 30' from the right-of-way or the exterior redge of the sidewalk if Building F : 2,210 SF Drive -through specialty food store �0 10 10 PARKING COUNT the sidewalk is outside of the right-of-way TOPOGRAPHY SIDE MINIMUM: No minimum side setback if abutting lot is zoned commercial or industrial � 00 INDEX CONTOUR SIDE MAXIMUM: None REAR MINIMUM: None INTERVAL CONTOUR REAR MAXIMUM: None 311.5 x )1 SPOT ELEVATION DISTRICT 311.5 TC x )1" TOP OF CURB ELEVATION Rio Magisterial District IN 311.5 TW x TOP OF WALL ELEVATION 311.5 BW x 1� BOTTOM OF WALL ELEVATION SOURCE OF TITLE STREAM INSTRUMENT NO. 202200004019 Map provided by Google.com STREAM BUFFER 100YEAR FLOODPLAIN SOURCE OF BOUNDARY AND TOPOGRAPHY BUILDING A Boundary Survey and partial physical survey, locating utilities, was prepared by Forsight Surveying LLC BUILDING 2-FT contours are imported from LIDAR data RETAINING WALL Additional data is downloaded from Albemarle County GIS STAIRS EDGE OF PAVEMENT ROAD CENTERLINE BENCHMARK FRONT OF CURB NAVD88 BACK OF CURB SHEET INDEX CG-12 TRUNCATED DOME FLOODZONE PARKING SCHEDULE SHIMP SIDEWALK According to the FEMA Flood Insurance Rate Map, effective February 04, Building A 39 spaces required 39 spaces provided C1 COVER BIKE PARKING 2005(Community Panel 51003CO280D) no portion of this property lies within the Building B 4 spaces required 4 spaces provided C2 EXISTING CONDITIONS ENGINEERING floodplain. sospaces required 30 spaces provided HANDICAP ACCESSIBLE AISLE Building C (food distribution) 30acerace p q p P LAND PLANNING -PROJECT MANAGEMENT L L RESERVOIR WATERSHED Building C (general retail) 65 spaces required 43 spaces provided C$ SITE LAYOUT (ram, (ram, HANDICAP PARKING This site is within the South Fork Rivanna River Watershed, below the reservoir. Building D 3 spaces required 4 spaces provided MATERIAL This site is not within a public water supply watershed. Building E 4 spaces required 7 spaces provided C4 GRADING & UTILITY PLAN 912 E. HIGH ST. 434,227,5140 CONCRETE DAM BREAK INUNDATION ZONE Building F 5 spaces required 5 spaces provided CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM RIPRAP - ASPHALT The parcel is not within the State Dam Break Inundation Zone and is not within the Federal Dam Break Inundation Zone EC-2 MATTING WATER & SANITARY SERVICES EC-3 MATTING Site is served by Albemarle County Service Authority. ��NLT$ Op L 0 WETLAND�� TREELINE GENERAL CONSTRUCTION NOTES - x x - x x FENCE 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be U JUS HIMP a UTILITY obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of .45183 the permit.Where any discrepancies occur the requirements of the permit shall govern. 0 -0- UTILITY POLE 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise yUk m m GUY WIRE noted. ASS 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be ZONAL - OHU OHU- - OHU OHU- OVERHEAD UTILITY installed prior to any clearing, grading or other construction. - UGU UGU- - UCU- UCU- UNDERGROUND UTILITY 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to STORM be acheived. SIGNS x 6. Paved rip -rap or stabilization mat lined ditch may be required when in the opinion of the Count Engineer or designee it is O STORM MANHOLE deemed necessaryin order to stabilize a drainage channel. P y 9 9 9 All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. INITIAL SITE DEVELOPMENT PLAN q q DROP INLET 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. STORM SEWER 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. S E M I N O L E 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR GENERAL NOTES ROOF DRAIN Part 1926). O SANITARY GENERAL WATER & SEWER NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are HEIGHTS 0 SANITARY MANHOLE based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor APPROVALS ALBEMARLE COUNTY, VIRGINIA SANITARY SEWER MAIN notifying the proper service authority officials at the start of the work. shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the s s s s SANITARY SEWER LATERAL 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any SUBMISSION: are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor WATER necessary. shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2022.1 0.03 W W W WATER LINE 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to Current Development Planner Date as adopted by the Albemarle County Service Authority. protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. REVISION: O O WATER METER 4. Datum for all elevations shown in National Geodetic Survey. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the 0 o WATER METER VAULT 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). owner can make necessary arrangements to modify/protect existing structures from damages. i 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. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and Current Development Engineer Date T FIRE HYDRANT This includes all fire hydrant lines, service laterals and water lines, etc. the Virginia Department of Transportation prior to completing any off -site work. AFIRE DEPARTMENT CONNECTION 7. All water and sewer appurtenances are to be located outside of roadside ditches. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start GAS 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. of construction. 9. Trees are not permitted in the ACSA easement. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and Fire Official Date - GA`-- GAS LINE 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 engineer. EASEMENTS (Senate Bill 3874 which amends the Safe Drinking Water Act). 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not CONSTRUCTION 12. Backflow prevention is required for all connections to the water main. relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. Building Official Date - - GRADING 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. FILE NO. ACCESS 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 2 .086 11. Retaining walls require separate building permits. Albemarle County Service Authority Date SIGHT DISTANCE 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building UTILITY Department from the main to the structure. - - - - - STORMWATER FACILITY MAINTENANCE 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. SITE PLAN Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional Virginia Department of Transportation Date STORMWATER ACCESS requirements and permits for demolition projects. DRAINAGE 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 SANITARY drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole Architectural Review Board Date WATERLINE cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. - - GASLINE 1 11 \ 1 \ \ ` 1 II II l I \ - I I I _ _J ,! 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