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Home My WebLink AboutWPO200900065 Plan - Submittal (First) WPO VSMP 2022-02-08C1 COVER SHEET Boundary and topographic information provided by Foresight Survey P.C. on October 10, 2021 Supplemental planimetric and topographic information for adjoining parcels provided by Albemarle County GIS . SITE BELVEDERE BLOCK 2 VSMP PLAN AMENDMENT C1 COVER SHEET C2 EXISTING CONDITIONS C3 GRADING & UTILITY PLAN OVERVIEW C4 GRADING & UTILITY PLAN C5 EROSION NARRATIVE C6 EROSION CONTROL PLAN - PHASE 1 C7 EROSION CONTROL PLAN - PHASE 2 C8 EROSION CONTROL DETAILS SHEET INDEX (8 TOTAL) VICINITY MAPOWNER SCALE : 1"=1000' Map provided by Google.com JE LIESFELD CONTRACTOR INC 1851 Bennington Rd Rockville, VA 23146 ZONING NMD - Neighborhood Model District ZMA2004-07 Overlays: None DISTRICT Rio SOURCE OF TITLE DB 5215 PG 435 SOURCE OF BOUNDARY AND TOPOGRAPHY FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0279D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Meadow Creek Watershed. This site is a watershed of a public water supply. HUC:020802040401 BENCHMARK Datum for topography is NAD 83 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 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. 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). 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.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. GENERAL NOTES SUBMISSION: 2022.02.08 REVISION: 21.064 VSMP PLAN AMENDMENT FOR ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 FILE NO. BELVEDERE BLOCK 2 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM LAND PLANNING - PROJECT MANAGEMENT STEEP SLOPES Steep slopes (managed & preserved) are not present on this property. LEGEND EXISTING NEW DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE MFA/SFA BUILDING SETBACK SFA BUILDING SETBACK ACCESS EASEMENT DEMOLITION PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS RAILING 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 CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS TREELINE FENCE UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY UNDERGROUND UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SANITARY SEWER PIPE SANITARY SEWER LATERAL WATER LINE WATER SERVICE LINE WATER METER WATER VALVE AND BOX FIRE DEPARTMENT CONNECTION FIRE HYDRANT ACSA EASEMENT GAS LINE GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre-construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial-type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repaired immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commenced. (Water Protection Ordinance section 17-207B) AMENDMENT TO WPO200900065 TAX MAP 62G, PARCEL 2-22 ALBEMARLE COUNTY, VIRGINIA LAND USE SCHEDULE EXISTING AREA SF AC % Managed Turf 29,229 0.67 100.0% Total 29,229 0.67 100.0% PROPOSED Area SF AC % Building 4,377 0.10 15.0% Pavement/Concrete 1,266 0.03 4.3% Impervious 5,643 0.13 19.3% Managed Turf 23,586 0.54 80.7% Total 29,229 0.67 100.0% BELVEDERE BLVD FREE STATE ROAD (ROUTE 651) RUSKIN DR. DEVELOPER Craig Builders 338 Rio Road W Charlottesville, CA 22901 EXISTING CONDITIONS SUBMISSION: 2022.02.08 REVISION: 21.064 VSMP PLAN AMENDMENT FOR ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 FILE NO. BELVEDERE BLOCK 2 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM LAND PLANNING - PROJECT MANAGEMENT C2N GRADING & UTILITY PLAN OVERVIEW SUBMISSION: 2022.02.08 REVISION: 21.064 VSMP PLAN AMENDMENT FOR ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 FILE NO. BELVEDERE BLOCK 2 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM LAND PLANNING - PROJECT MANAGEMENT C3N +++ + +++ + + + + + + + +++++ + + + ++ ++ + + + ++ + ++ + ++ ++ + ++ ++ ++ + + + + + + + + + + + + + + + ++ ++ ++ ++ ++ ++ + ++ ++ + + ++ + + + + + + + GRADING & UTILITY PLAN SUBMISSION: 2022.02.08 REVISION: 21.064 VSMP PLAN AMENDMENT FOR ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 FILE NO. BELVEDERE BLOCK 2 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM LAND PLANNING - PROJECT MANAGEMENT C4N EROSION CONTROL NARRATIVE SUBMISSION: 2022.02.08 REVISION: 21.064 VSMP PLAN AMENDMENT FOR ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 FILE NO. BELVEDERE BLOCK 2 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM LAND PLANNING - PROJECT MANAGEMENT PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION C5 EROSION CONTROL PLAN - PHASE 1 SUBMISSION: 2022.02.08 REVISION: 21.064 VSMP PLAN AMENDMENT FOR ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 FILE NO. BELVEDERE BLOCK 2 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM LAND PLANNING - PROJECT MANAGEMENT SOIL EROSION & SEDIMENT CONTROL SYMBOLS C6N EROSION CONTROL PLAN - PHASE 2 SUBMISSION: 2022.02.08 REVISION: 21.064 VSMP PLAN AMENDMENT FOR ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 FILE NO. BELVEDERE BLOCK 2 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM LAND PLANNING - PROJECT MANAGEMENT SOIL EROSION & SEDIMENT CONTROL SYMBOLS C7N EROSION CONTROL DETAILS SUBMISSION: 2022.02.08 REVISION: 21.064 VSMP PLAN AMENDMENT FOR ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 FILE NO. BELVEDERE BLOCK 2 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM LAND PLANNING - PROJECT MANAGEMENT CROSS SECTION OF OUTLET OUTLET (PERSPECTIVE VIEW) **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 SECTION A-A PLAN VIEW SIDE ELEVATION ADHESIVES USED FOR DUST CONTROL TABLE 3.39-A Adhesive (Adhesive: Water)Nozzle Gallons/Acre Application RateType of Water Dilution Anionic Asphalt Emulsion Latex Emulsion Resin in Water Acrylic Emulsion (Non-Traffic) Acrylic Emulsion (Traffic) 7:1 12.5:1 4:1 7:1 3.5:1 Coarse Spray Coarse Spray Coarse Spray Fine Spray Fine Spray 1,200 235 300 450 350 PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE PERSPECTIVE VIEW METAL FENCE C8