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HomeMy WebLinkAboutSDP202200012 Plan - Submittal (First) 2022-03-02INITIAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - - - - ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 101 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 5 X >� SPOT ELEVATION �11-L TC x >�' TOP OF CURB ELEVATION I W X >i'- TOP OF WALL ELEVATION 11. 3VV X >�'- 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 L� HANDICAP PARKING l� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING ! EC-3 MATTING WETLAND TREELINE X FENCE UTILITY UTILITY POLE T GUY WIRE sHu OHu OVERHEAD UTILITY ucu UNDERGROUND UTILITY STORM STORM MANHOLE q DROP INLET STORM SEWER ROOF DRAIN o AenTAnv S W O 0 A NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY 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 FROM WHAT IS SHOWN. OWNER/DEVELOPER Rivers Edge Holdings LLC & Rivers Edge Associates LLC 2027 Woodbrook Court Charlottesville VA, 22901 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING Planned Residential District ZMA201800018 approved on August 5, 2020 SP201800023 approved on August 5, 2020 Airport Impact Area, Dam Break Inundation Zone (State), Entrance Corridor, Steep Slopes - Managed & Preserved 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. Approximately 25,000 SF of disturbance is proposed with this SDP submission. See C6 for exhibit of disturbance. MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 1528 PG 326 DB 2987 PG 423 SETBACK LINES Per approved ZMA201800018, residential setback lines are provided as follows: 50' from US Route 29 5' from parking areas, travelways, accessways, and pedestrian paths BUILDING HEIGHT Per approved ZMA201800018, maximum building height is 35'. SOURCE OF BOUNDARY AND TOPOGRAPHY 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 BENCHMARK Datum for topography is NAVD 88 Site Benchmark Elevation: 396.48 Iron & Cap Located in Route 29 median. FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO286D), this property is located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the North Fork Rivanna Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. 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 Ian as drawn may not accurate) reflect the requirements of the 9 P P ( ) P Y Y q 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). 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. Backf ow prevention is required for all connections to the water main. EXISTING USE Single Family Residential PROPOSED USE 34 Multi -Family Buildings w/ 32 @ 3 stories = 96 units 1 unit per story 2 @ 2 stories = 4 units 960 SF per unit Total = 100 units Gross Density = 100/32.52 = 3.07 DUA LAND USE SCHEDULE EXISTING Area % Building 17,989 SF 1.3% Pavement 57,665SF 4.1% Sidewalk 8518 SF 0.6% Impervious Total 84,172 SF 5.9% Managed Turf 140,354 SF 9.9% Open Space 1,192,045 SF 84.2% Total= 1,416,571 SF (32.52 ac.) PROPOSED Area % Building 42,670 SF 3.0% Pavement 152,308 SF 10.8% Sidewalk 17,450 SF 1.2% Impervious Total 212,428 SF 15.0% Managed Turf 266,643 SF 18.8% Open Space 937,500 SF 66.2% Total= 1,416,571 SF (32.52 ac.) PARKING SCHEDULE Multi -family units: 2 spaces/unit = 200 required 200 spaces provided LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. LANDSCAPE Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance. RECREATION Recreation shall comply with Section 4.16 of the Albemarle County Zoning Ordinance. Per the approved ZMA201800018, natural alternatives may replace minimum facilities as required by Section 4.16.2, to be approved by the director of planning and community development. Total recreational area is 18,257 SF of natural playscape area with approximately 3,617 LF of walking trails 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. 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. ITE TRIP GENERATION AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Multifamily Housing 221 100 9 23 32 9 26 35 67 (Mid -Rise) RIVER'S EDGE SDP NUMBER PENDING TAX MAP 32, PARCEL 5A, 5A-1 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 "=500' CAMELO] at ��. P5,5 J 9. Group Clayton Homes Q Seraphlr ABC Supply Co.. Inc SITE LEWIS AND CLARK DRIVE 0 Q The KI tty Of ROUTE 29 of k. SEMINOLE TRAIL JW Townsend Q ROUTE 29 Landscapes SEMINOLETRAIL 5 Ider for Applied id, anics Fabrics Unlimited Y� s- T N 0 R T H S I D E INDUSTRIAL PARK p PINFRIDGF 'RS SHEETINDEX C1 COVER C2 PROFFER, PERMITS & CONDITIONS C3 EXISTING CONDITIONS: OVERVIEW C4 EXISTING CONDITIONS C5 EXISTING CONDITIONS C6 PRESERVED SLOPES DISTURBANCE C7 SITE PLAN OVERVIEW C8 SITE PLAN C9 SITE PLAN C10 SITE PLAN C11 GRADING & UTILITY PLAN C12 GRADING & UTILITY PLAN C13 GRADING & UTILITY PLAN C14 NATURAL PLAYSCAPE LAYOUT C15 LANDSCAPING PLAN C16 LANDSCAPE & SITE DETAILS IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O G iIJS�� �I v JUSTI�Ro. HIMP a 45183 I �`yS10NAL ��O INITIAL SITE DEVELOPMENT PLAN RIVER'S EDGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.01 REVISION: 1. FILE NO. COVER 15.064 C1 INITIAL SITE DEVELOPMENT PLAN 9 4 ORDINANCE NO. 20-A(9) ZMA 2018-00018 AN ORDINANCE TO AMEND THE ZONING MAP FOR TAX PARCELS 03200-00-00-005A1 AND 03200-0000-005AO BE IT ORDAINED by the Board of Supervises of the County of Albemarle, Virginia, that upon consideration of the transmittal summary and staff report prepared for ZMA 2018-00018 and their attachments, including the application plan last revised on April 14, 2020, the information presented at the public hearing, any written continents received, the material and relevant factors in Virginia Code § 15.2-2284 and County Code §§ 18-19.1 and 18-33.27, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-00018 with the application plan last revised on April 14, 2020. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a regular meeting held on August 5, 2020. Clerk, Board of County Supe ors Ave Nay Mr. Gallaway Y Ms. LaPisto-Kirtley Y _ Ms. Mallek Y _ Ms. McKee) Y _ Ms. Palmer _ Absent Ms. Price Y RESOLUTION TO APPROVE THE RIVER'S EDGE REQUEST FOR A CENTRAL SEWERAGE SYSTEM ON TAX PARCELS 03200-00-00-00SAl AND 03200-00-00-005AO NOW BE IT RESOLVED that, upon consideration of the staff report prepared for this request and all of its attachments, the infomation presented to the Board of Supervisors, and the factors relevant to central sewerage systems in County Code Chapter 16 and the Albemarle County Comprehensive Plan, the Albemarle County Board of Supervisors hereby approves the request for a central sewerage system on Tax Parcels 03200-00-00-005A I and 03200-00-00-005AO, subject to the conditions contained herein. x+r I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a regular meeting held oil, August 5, 2020. 2zkg" Clerk, Board of County St e - rsors Mr. Gallaway Ms. LaPisto-Kirtley Ms. Mallek Ms. McKeel Ms. Palmer Ms. Price A,Le Nay Y Y _ Y _ Y _ Absent Y RESOLUTION TO APPROVE, SP 201800023 RIVER'S EDGE BE IT RESOLVED that, upon consideration of the staff repots prepared for SP 201800023 and all of their attachments, the information presented at the public hearings, the additional data submitted by the applicant, any written comments received, and the factors relevant to a special use permit in Albemarle County Code §§ 18-30.7.1, 18-30.7.4(b)(2), and 18-33.40, the Albemarle County Board of Supervisors hereby approves SP 201800023, subject to the conditions attached hereto. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero, as recorded below, at a regular meeting held on August 5, 2020.. sete i Clerk, Board of County Sup s Aye Nay Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee[ Y _ Ms. Palmer _ Absent Ms. Price Y _ a I The River's Edge Central Sewerage System Conditions 1. The central sewerage system must be established and operated in accord with the Preliminary Central Sewage System Plan prepared by Shimp Engineering, P.C., last revised on July 24, 2020, and with DEQ's Reliability Classification Woksheet for Sewerage Pump Stations completed by Shinnp Engineering, P.C.; 2. Before any building permits may be issued for dwelling units to be served by this sewerage facility, the facility must be either (a) fully completed and authorized for use or (b) bonded with the County; 3. The Owner(s) of Tax Parcel 03200-00-00-005A1 and 03200-00-00.005AO assume full responsibility for the proper operation and maintenance of the sewerage system; and 4. If requested by the County Engineer, the Owner must demonstrate annually to the County Engineer full compliance with all State operation and maintenance requirements. SP2018-23 River's Edge Special Use Permit Conditions 1. The limits of disturbance within the Preserved Steep Slopes Overlay District are to be limited to the sizes, locations, and extents of disturbance as proposed in the "River's Edge: Steep Slopes Disturbance" application prepared by Shimp Engineering, P.C. and dated February 28, 2020. 2. Improvements related to stoinwate•, drainage, and grading shown on the final site plan and water protection ordinance plan fu River's Edge must be in general accord with the improvements and grading shown on the exhibits "River's Edge: Road Grading+ Profile" and "River's Edge: Conceptual Stornnwater" in the "River's Edge: Zoning Map Amendment Application Plan" application prepared by Shimp Engineering, P.C. and dated February April 14, 2020. 3. Any blasting of rock must be performed subject to a blasting plan reviewed and approved by the County Engineer and other Authorities havingjurisdiction, prior to commencing such activity. 4. Two -layer erosion and sediment control measures will be installed around the perimeter of the site, where feasible, at the discretion of the County Engineer. 5. Erosion and sediment control basins and traps may not be located within the floodplain limits. RIVER'S EDGE SDP NUMBER PENDING TAX MAP 32, PARCEL 5A, 5A-1 ALBEMARLE COUNTY. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ALTH C)p O U NST�HIMP a 45183 lt�sSI(1NAT Q� INITIAL SITE DEVELOPMENT PLAN RIVER'S EDGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.01 REVISION: 1. FILE NO. LANDSCAPING PLAN 15.064 30 0 30 60 90 .� R C15- .} }, �, Scale: 1"=30' PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Caliper/Height Quantity Canopy Total Canopy SF • Large Shade Tree Quercus bicolor Swamp White Oak 12" 25 299 7475 0 Large Shade Tree Liriodendron tulipifera Tulip Poplar 12" 6 387 2322 Large Shade Tree Fagus grandifolia American Beech 12" 32 227 7264 TOTAL PROPOSED CANOPY 17061 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. PLANTING PIT. `ip PREPARED SOIL FOR SHRUBS pt SOIL SURFACE ROUGHENED,j� TO BIND NEW SOIL ` SHRUB PLANTING DETAIL C16 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIM 1-1/2" SQ. OAK ST SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOOD WATER THOROUGHLY 4" COMPACTED EAR' WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, PLAT SOIL AMENDMENTS. REMOVE BURLAP & 113 OF ROOT BALL UNDISTURBED SOIL 2 TREE PLANTING DETAIL C16 Not To Scale SET SHRUB PLUMB. TOP OF FOOTBALL SHALL NOT BE MORE THAN 1"ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 1992 FENCING AND ARMORING 3.38 LANDSCAPING REQUIRED: SITE REQUIREMENT (32.7.9.8) SITE AREA: SITE AREA: CANOPY REQUIRED: CANOPY PROVIDED: EXISITNG TREELINE : 20% CANOPY REQUIRED. 283,314.2 SF 283,314.2 SF x 20% = 56,662.8 SF 56,662.8 SF 17,061 SF + 711,530 SF 728,591 SF PROVIDED INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKED PAVED AREA. 100953.2 SF x 5% = 5,047.6 SF REQUIRED: 5,047.6 SF PROVIDED:11.108 SF INTERIOR/PARKING LANDSCAPE (32.7.9.6): LARGE SHADE TREES (1"-14" MIN. CAL.) 162 PARKING SPACES (162/10 = 16.2) REQUIRED: 16 LARGE SHADE TREES PROVIDED: 47 LARGE SHADE TREES NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 4. Visibility of all mechanical equipment from the entrance corridor must be eliminated. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 1/2 BnLL DIA MIN w DRIP UNE I I �J _ - � All'� _ I OTTTCHTMP a 0 0 SNOW FENCE BOARD FENCE CORRECT METHODS OF TREE FENCING am TRIANGULAR Source: Va. DSWC _NCE CORRECT TRUNK ARMORING 00 BOARD FENCE TREE PROTECTION FENCING III - 401 Plate 3.38-2 EARTH, MULCH, OR STONE DUST �3-5'� PRIMITIVE TRAIL TRAIL DETAIL INITIAL SITE DEVELOPMENT PLAN RIVER'S EDGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.01 REVISION: 1. FILE NO. 15.064 LANDSCAPE & SITE DETAILS Scale: 1"=5' C16