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Home My WebLink AboutSDP202000076 Plan - Submittal (First) 2020-12-07C1 COVER SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM IMAGE PROVIDED BY GOOGLE MAPS SITE Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. RIVER'S EDGE INITIAL SITE DEVELOPMENT PLAN TAX MAP 32, PARCEL 5A, 5A-1 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1"=500' LIGHTING LEGEND EXISTING NEW DESCRIPTION Boundary provided by plat of record Road topographic survey provided by: Roger W. Ray & Associates, Inc. 663 Berkmar Court Charlottesville, VA 22901 September 11, 2018 Two (2) foot contours provided by: LIDAR, Virginia Information Technologies Agency & Virginia Geographic Information Network PROPOSED Area % Building 48,128 SF 3.3% Pavement 100,953.2 SF 14% Sidewalk 17,795 SF 1.3% Open space 1,249,694.8 SF 81.4% Total= 1,416,571 SF (32.52 ac.) C1 COVER C2 PROFFER, PERMITS & CONDITIONS C3 EXISTING CONDITIONS: OVERVIEW C4 EXISTING CONDITIONS C5 EXISTING CONDITIONS C6 SITE PLAN C7 SITE PLAN C8 SITE PLAN C9 SITE & UTILITY PLAN C10 GRADING & UTILITY PLAN C11 LANDSCAPE PLANTING DETAILS SHEET INDEX OWNER/DEVELOPER Rivers Edge Holdings LLC & Rivers Edge Associates LLC 2027 Woodbrook Court Charlottesville VA, 22901 ZONING TMP-32 5A & TMP-32 5A1 Planned Residential District ZMA201800018 approved on August 5, 2020 SP201800023 approved on August 5, 2020 MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 1528 PG 326 DB 2987 PG 423 SOURCE OF BOUNDARY AND TOPOGRAPHY FLOODZONE RESERVOIR WATERSHED This site is within the North Fork Rivanna Watershed. This site is not within a watershed of a public water supply. BENCHMARK Datum for topography is NAVD 88 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 Transportation (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 otherwise 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 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 EXISTING Area % Building 13,309 SF 0.9% Pavement 58,595 SF 4.2% Sidewalk 0 SF 0% Open Space 1,344,667 SF 94.9% Total= 1,416,571 SF (32.52 ac.) EXISTING USE Single Family Residential PROPOSED USE 100 size-restricted units ; Gross Density= 100/32.52 = 3.07 LAND USE SCHEDULE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0286D), this property is located within a Zone AE 100-year floodplain. 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. Contractor shall provide handicap signs as shown on plan. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. PARKING SCHEDULE ITE TRIP GENERATION Multi-family units: One bedroom, 1.50 spaces/unit, 50 units total = 75 parking spaces Two bedroom, 2 spaces/unit, 50 units total = 100 parking spaces Total 175 parking spaces required , 163 parking spaces provided 12% Parking Reduction requested 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. BUILD-TO LINES Per approved ZMA201800018, residential build-to lines are provided as follows: 50' from US Route 29 5' from parking areas, travelways, accessways, and pedestrian paths 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 RD S W RD S W XX OHUOHU UGUUGU 1010 GAS GAS AM PM Daily TotalUse Description ITE Qty In Out Total In Out Total Multifamily Housing (Mid-Rise) 221 100 9 27 36 27 17 44 543 ROUTE 29 SEMINOLE TRAIL BUILDING HEIGHT Per approved ZMA201800018, maximum building height is 35'. SDP NUMBER PENDING Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance. LANDSCAPE ROUTE 29 SEMINOLE TRAIL LEWIS AND CLARK DRIVE STEEP SLOPES DISTURBANCE NOTES: The property is subject to SP2018-23 approved on August 5, 2020. Per SP2018-23, a maximum area of 39,100 SF of preserved slopes disturbance is permitted. C2 PROFFER, SPECIAL USE PERMITS, & CONDITIONS SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM RIVER'S EDGE INITIAL SITE DEVELOPMENT PLAN TAX MAP 32, PARCEL 5A, 5A-1 ALBEMARLE COUNTY, VIRGINIA SDP NUMBER PENDING C3 EXISTING CONDITIONS OVERVIEW SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM SHEET C 4 SHEET C5 C4 EXISTING CONDITIONS SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM PRESERVED SLOPES MATCHLINE C5 C5 EXISTING CONDITIONS SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COMMATCHLINE C4 C6 SITE PLAN: OVERVIEW SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM SHEET C7 SHEET C8SHEET C9, C10 C7 SITE PLAN SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM A DETAIL AT 'A'DETAIL A, THIS SHEETJack + Bore steel casing under 29 for water and sewer MATCHLINE C8 C8 SITE PLAN SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM MAT C H LI N E C7 MATCHLINE C9 C9 SITE & UTILITY PLAN SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COMMATCHLINE C8 C10 GRADING & UTILITY PLAN SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COMMATCHLINE C8 C11 LANDSCAPE PLANTING DETAILS SUBMISSION: 2020.12.07 REVISION: 15.064 INITIAL SITE DEVELOPMENT PLAN ALBEMARLE COUNTY, VIRGINIA 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN M. SHIMP Lic. No. 45183 T FOR R E VI E W FILE NO. RIVER'S EDGE 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM PLANTING PIT. PREPARED SOIL FOR SHRUBS 3" TALL WATERING BERM SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL FINISHED GRADE 1/2 BALL DIA. MIN.VARIESSOIL SURFACE ROUGHENED TO BIND NEW SOIL