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Home My WebLink AboutSUB202000005 Plat - Submittal (First) 2020-01-07PRELIMINARY SUBDIVISION PLAN LEGEND EXISTING NEW 10 - 1.00' - -10 -12 57B'X 57B' TC X Tw 57B'X 57B' BW X 0 ZEN 0 0 f f 00 0 0 q Oq DESCRIPTION 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 STAIRS 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 RI PRAP 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 GAS LINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER / DEVELOPER Borderline, LLC P.O. Box 8183 Charlottesville VA, 22906 \ 1 1 Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING RA - Rural Areas EC - Entrance Corridor AREA AND BULK REGULATIONS GROSS DENSITY: 0.5 dwelling units per acre MINIMUM LOT SIZE: 2.0 acres MINIMUM FRONTAGE: 250' along existing public roads 150' along internal public or private roads SETBACKS FRONT: 75' minimum from any existing public road 25' minimum from any internal public or private road SIDE: 25' minimum REAR: 35' minimum BUILDING HEIGHT: 35' maximum MAGISTERIAL DISTRICT White Hall SOURCE OF TITLE DB 5219 PG 139 DB 3205 PG 319 & 320 Plat Greene Co. Instrument # 190002114 Greene Co. P.C. 3871 & 3872 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary survey and parcel information provided by: Roger W. Ray and Associates, Inc. 663 Berkmar Court Charlottesville, VA 22901 Additional topographic information is extrapolated from: Albemarle County GIS BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005.(Community Panel 51079CO200B) this property is located within one X", and referred to as an area of minimal hazard. RESERVOIR WATERSHED This site is within the North Fork Rivanna River Watershed. HUC - 020802040304 WATER & SANITARY SERVICES The proposed Albemarle County subdivision is served by well and septic. EXISTING USE Single family residential PROPOSED USE Existing single family residential use New public road 0.44 acre special lot 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). 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 subgrade 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." %voter 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. 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. 10. AII water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Greene County Building Department from the main to the structure. BORDERLINE TAX MAP 21 PARCELS 6H ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 "=2000' SHEET INDEX C1 COVER SHEET C2 EXISTING CONDITIONS C3 PRELIMINARY SUBDIVISION PLAN APPROVALS Current Development Planner Date Current Development Engineer Date 50' PUBLIC RIGHT-OF-WAY Architectural Review Board Date 4.0'-� 0 0 _T 0' Fire Official Date 2.0 /0 2.0 /o 2.0" SM-9.5A ASPHALT Building Official Date 6.0" VDOT #21A Albemarle County Service Authority Date TYP. CROSS SECTION FOR PROPOSED PUBLIC ROAD 1 "=10' Virginia Department of Transportation Date HIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 00 o v JUST�SHIMP a I� o. 45183 11 �_d"06-0 SIONAL PRELIMINARY SUBDIVISION PLAT BORDERLINE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.12.30 REVISION: 1. FILE NO. 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