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Home My WebLink AboutSDP202200023 Plan - Submittal (First) 2022-04-10LEGEND EXISTING NEW 311.5 x 311.5 TC x 311.5 TW x 311.5 BW x >2� -x x - -x -x - m m -OHUGHU-- OHUGHU - - UGU UGU - - UGU UGU - O X q q W W -W W - O O - GAS GAS GAS GAS 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 OWNER/DEVELOPER Third Mesa LLC P O Box 6551 Charlottesville, VA 22906 ZONING R6 - Residential Steep Slopes - Managed only AIA -Airport Impact Area SETBACKS 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 FRONT MAXIMUM: 25' from the right-of-way or the exterior redge of the sidewalk if the sidewalk is outside of the right-of-way SIDE MINIMUM: 5' unless the building shares a common wall SIDE MAXIMUM: None REAR MINIMUM: 20' REAR MAXIMUM: None DISTRICT Rio Magisterial District SOURCE OF TITLE DB 1385 PG 162 DB 1717 PG 240 DB 534 PG 154 (R.O.W. on Woodburn Road) SOURCE OF BOUNDARY AND TOPOGRAPHY Commonwealth Land Surveying LLC - physical survey dated November 17, 2016 Commonwealth Land Surveying LLC - physical survey dated December 8, 2017 Right -of -Way dedication recorded in DB 534 PG 154 2-FT contours are imported from LIDAR data Additional data is downloaded from Albemarle County GIS BENCHMARK No benchmark was provided with the physical surveys referenced above. An approximation was made to translate the parcel boundaries into state plane coordinate system. FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 04, 2005(Community Panel 51003CO280D) no portion of this property lies within the floodplain. RESERVOIR WATERSHED This site is within the South Fork Rivanna River Watershed, below the reservoir. This site is not within a public water supply watershed. DAM BREAK INUNDATION ZONE The parcel is not within the State Dam Break Inundation Zone and is not within the Federal Dam Break Inundation Zone WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. 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 (horizontal: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). 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. BUILDING HEIGHTS Maximum Allowable: 35' Proposed Height: 35' EXISTING USE Two single family residential structures exist on the property. PROPOSED USE 26 Multi -Family Units = 3.51 acres = 7.4 DUA DENSITY CALCULATION By -Right R-6 residential standard density = 6.0 DUA Bonus factor - Environmental (10%) = 0.6 DUA Bonus factor - Affordable Housing (15%) = 0.9 DUA Allowable gross density = 7.5 DUA = 26 Units BONUS FACTOR PROVISION In conjunction with this application, the Owner/Applicant will be requesting an official determination from the Albemarle County Zoning Administrator to allow the use of bonus factor provisions as stipulated above. LAND USE SCHEDULE EXISTING Area % Building 2,752 SF 1.8% Pavement 1,761 SF 1.2% Sidewalk 0 SF 0.0% Open space 148,426 SF 97.0% Total= 152,939 SF (3.511 ac.) PROPOSED Area % Building 13,851 SF 9.1% Pavement 21,176 SF 13.8% Sidewalk 4,585 SF 3.0% Open space 113,327 SF 74.1 % Total= 152,939 SF (3.511 ac.) PARKING SCHEDULE 26 multifamily units: 2 bedrooms or more, 2 spaces/unit 26 units proposed x 2 = 52 spaces required 64 spaces provided ITE TRIP GENERATION Trip Generation Manual, 10th Edition AM PM Daily Use Description ITE QTY in out Total in out Total Total Multi -Family Housing (Mid -Rise) 221 26 2 7 9 7 4 11 141 Trip Generation reflects AM and PM peak hour traffic. 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. 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. INITIAL SITE DEVELOPMENT PLAN BERKMAR FLATS County File Number Pending TAX MAP 45, PARCELS 81, 82, & 82A ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1°=1000' Map provided by Google.com SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE LAYOUT C4 GRADING & UTILITY PLAN 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 ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTIJ O L U H TRTThhVMMP a 45183 INITIAL SITE DEVELOPMENT PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.04.08 REVISION: FILE NO. SITE PLAN 19.075 C1 \ \ J Q = 18'34'557 _ R = 475.00' \ 1 I T - ,TlJ1' BOUNDARI<.EROM PI-IYSICAL SURVEY -6 \ J) 1 // / l( \ PREPARED BY-GOMN[OUWEALTH LAND / // ----- 4 SURVEYS, LLC�ON D \ER 8, 2017 34.30' M O — \� D N ROAD ST N 6 '08'44' E 76.� ' N 62'08'44' E 11 \ ---- _ ,- — i ATE ROUTE 45.59 J - ,- 4+u / 23.98 I.,VV WM uILD 1 1 LP ( /BR) EI$ 0K \ ,� n \ N 5757.4. E\\ I 10 1 I / \ / % _ i APPROX. BOUNDARY BASED ONi�-------------- \ 40' DEDICATION AS DESCRIBED IN DEED BOOK 534 PAGE 154 VD / \ / / >- / / K \ ��_\�� I / yam\ / I m \ \ ( I / T�v1P -46 �82 / < 1 \ / T\HFJRD +MI�S4 LLC—+ '7777 AGAES ZONEI\T Ry6- \ 11.F.l kOPANE LS. I 1 I \ 1 STORY FRP�ME I / TA NK (11fBR) '$ \ �\ \\ ,