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Home My WebLink AboutSDP202000022 Plan - Revision 2020-05-14MAJOR SITE PLAN AMENDMENT OF LEGEND EXISTING x OWNER/DEVELOPER OWNER (TMP 32-19A2) NEW DESCRIPTION GMWTG CHARLOTTESVILLE LLC. 7421 RANCO RD BOUNDARIES HENRICO, VA 23228 BENCHMARK ZONING SITE PROPERTY LINE LIGHT INDUSTRY ADJACENT PROPERTY LINE Airport Impact Area BUILDING SETBACK Steep Slopes - Managed PARKING SETBACK MAGISTERIAL DISTRICT SITE TEXT 10 PARKING COUNT RIO SOURCE OF TITLE TOPOGRAPHY Tax map 32 Parcel 19A2: DB 4649 PG.206 INDEX CONTOUR Area: 1.22 Acres INTERVAL CONTOUR SOURCE OF BOUNDARY AND TOPOGRAPHY X SPOT ELEVATION Boundary and topography is provided by: TOP OF CURB ELEVATION Meridian Planning Group LLC 440 Premier Circle, Suite 200 TOP OF WALL ELEVATION Charlottesville, VA 22901 11IMW BOTTOM OF WALL ELEVATION Additional boundary and topographic information is provided from a draft ALTA survey prepared by: Balzer and Associates, Inc. STREAM 15871 City View Drive, Suite 200 STREAM BUFFER Midlothian, VA 23113 Additional topographic information is provided from Albemarle County GIS services. 100 YEAR FLOODPLAIN BENCHMARK BUILDING Datum for topography is NAVD 1988. BUILDING See sheet 2 for a benchmark and control point provided on site. RETAINING WALL FLOODZONE STAIRS FEMA flood insurance rate map (community panel 51003C0140D), effective date February, 04 2005 shows this property is not EDGE OF PAVEMENT within zone AE and no portion of the property lies within the 100-year flood plain. ROAD CENTERLINE FRONT OF CURB RESERVOIR WATERSHED BACK OF CURB This site is within the North Fork Rivanna River Watershed (below water intake). CG-12 TRUNCATED DOME WATER & SANITARY SERVICES SIDEWALK This project lies within the ACSA jurisdictional area for both water and sanitary sewer service. An existing well is also located BIKE PARKING on site and is shown on sheets C2 andC3. HANDICAP ACCESSIBLE AISLE GENERAL CONSTRUCTION NOTES HANDICAP PARKING 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained MATERIAL from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the a CONCRETE 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 RIPRAP noted. ASPHALT 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. EC-2 MATTING 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. EC-3 MATTING 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. WETLAND 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is TREELINE deemed necessary in order to stabilize a drainage channel. X 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. FENCE 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. UTILITY 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). - UTILITY POLE m m GUY WIRE OHu oHu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM O STORM MANHOLE ,o 0 DROP INLET STORM SEWER ROOF DRAIN SANITARY =' SANITARY MANHOLE 16 SANITARY SEWER MAIN S SANITARY SEWER LATERAL WATER w w WATER LINE 0 WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE 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. 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." "water 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. FIRE PREVENTION New Fireflow = 1500 gpm Provided AWWA Q20 Calculation = 3654 gpm BUILDING HEIGHT Existing building height = 25 FT (One Story Building) Building height = 40 FT (One Story Building) EXISTING USE 8,000 SF Warehouse, including approximately 1,200 SF internal office space. SDP198500047 (Cooke -Taylor Warehouse Site Plan) was approved on December 30, 1985. An amendment to SDP198500047 was approved on August 25, 1986 deleting 160' of guardrail and dumpster screening. PROPOSED USE A 5,760 SF addition is proposed for the front of the warehouse building. The resulting building will be a total of 13,760 SF, including the existing 1,200 SF internal office space. SETBACKS Front (Min.): 10' from the right-of-way or the exterior edge of sidewalk Side & Rear (Min.): 50' for structures adjacent to residential, rural, or Monticello Historic district zoning. 30' for parking spaces adjacent to residential, rural, or Monticello Historic district zoning. note: this site is not adjacent to residential, rural, or Monticello Historic district zoning. STEPBACK Front (Min.): For each story that begins above 40 feet in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 feet. Building maximum height = 40 ft, no stepback required. PARKING Requirement: Wholesaling or warehousing use not otherwise identified : one space per employee plus one space per each 500 square feet of floor area open to the public for customer parking. Employees: 15 = 12 spaces Area Open to Public: 1,200 SF = 3 spaces Total Parking Required: = 15 spaces Parking Provided: = 15 spaces including 1 HC space LAND USE SCHEDULE PARCEL AREA=1.21 AC Parcel Land Use Schedule Existing SF AC % Building 8,000.0 0.18 15.1% Pavement 20,781.6 0.48 39.3% Concrete 0.0 0.00 0.0% Impervious Area 28,781.6 0.66 54.4% Managed Turf 7,789.2 0.18 14.7% Woods 16,353.3 0.38 30.9% TOTAL 52,924.1 1.21 100.0% Proposed SF AC % Building/Canopy 13,758.9 0.32 26.0% Pavement 13,572.0 0.31 25.6% Concrete 66.5 0.00 0.1 % Impervious Area 27,397.4 0.63 51.8% Managed Turf 9,173.4 0.21 17.3% Woods 16,353.3 0.38 30.9% TOTAL 52,924.1 1.21 100.0% ITE Trip Generation AM PM Weekday Use Description ITE Qty in out Total in out Total Total Mini -Warehouse 15113760sf 2 21 4 2 1 3 21 Trip generation reflects AM and PM peak hour traffic as well as weekday traffic. 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. Accessible routes and parking must be in compliance with ICC ANSI A117.1-09. Accessible parking spaces and access isles shall not have a surface slope greater than 1:48. Access isles shall be at the same level as the parking space they serve. SDP198500047 (Cooke -Taylor Warehouse Site Plan) 1620 QUAIL RUN S D P202000022 TAX MAP 32, PARCEL 19A2 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1°=1000' � 1 I + Lewis A�nd•C�drk pr �D,Is COyerYdDr r SIT Ra C Quail -Rut) Ades �' Se9VO�dry� S,Or_. 1. i 1Qu/etgcres: Nbrtbside:pr A m Map provided by Albemarle County GIS Services SHEET INDEX C1 COVER SHEET C2 EXISTING CONDITIONS / DEMOLITION PLAN C3 SITE PLAN C4 LANDSCAPE PLAN HIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 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 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM JUS SHIMP > Li . .41183 ONAL MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.09 REVISION: 1.2020.05.14 2. 3. 4. 5. FILE NO. COVER SHEET SHEET 1 of 19.061 C1 OHU --I- OHU i APPF 30' i IOHU - OHU - TMP: 32 - 6R VI VER SI T Y OF VIR GINIA FO UNDA TION ZONED: PD -IP D.B. 4634 PG. 564 SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v JUS SHIMF > F Li . .4 183 0 AWA MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.09 REVISION: 1.2020.05.14 2. 3. 4. 5. FILE NO. 19.061 EXISTING CONDITIONS & DEMOLITION PLAN • • 20 40 •• ■ ■ ■ ■ ■ .- • SHEET 2 of 4 C2 3i5 .375 15 2 E ERVE 2C PARKING- -2C Te a•• s 3875 3.875 ' 1S 1117-8 NO PARKING LEGEND — GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND — WHITE {RETROREFL} "Reduce spacing 5[}%. "See page 6-31- -See page 6-2 for arrow design. I. I) I E V N IP B K K �, g XACCESSIRI N O A R7-8a VAN ACCI I E VAN ACCESSIBLE VAN ACCESSARIE A U C 0 E F G H I J iS L I2 6 Z75 .9aa 1-5150 .5 11) 1.17n 3.5UH },5 �, 13 9 -TE .439 225 2 D 1 I.5 D 2493 5.784 1.5 PARKING APPLICATON ORIMURAL APPLCATHIN COLORS, LEGEND -63EEN (RETROWLECM)OR BLACK COLORS: LEGEND -4VHHE IRETRDREFLECTIVE) BACKGROUND-9RRTE (RMMEETEMM BACKGROUND -BLUE (RETRDREFLEMTVE) 1 HANDICAP PARKING SIGN C3 NOT TO SCALE CHU —1— OHU — TOW -AWAY ZONE PENALTY S100-S500 FINE R7-VP 1 `" v PENALTY SIGN DETAIL NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 0000000000000000 6" — VDOT #21 A BASESTONE II I II I II I II I II I II I II I II I II 11= — COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED 3 PAVEMENT SECTION FOR PARKING LOT C3 Not To Scale z � n O APPROX.[ 30' VEPC D.B.. OHU r LIMITS OF DISTURBANCES A 286 SF PROTECTION FENCE O ° ° a d ° a 0-0°0°0°0°0°0°00- 70' X 46.77' ACCESS EASEMENT fl D 1-7 G r) D (` G 71 4" — 3,000 PSI CONCRETE 4" — VDOT #21 A BASESTONE COMPACTED SUBGRADE TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION Not To Scale APPROX. LOCATION OF 15' VEPCO EASEMENT D.B. 1825 PG. 657 NOTESD 1. _EN Aw . 2 COI—M TO BE CLA55 AS IF CASiTN PLACE• 4000 PSI IF PRECAST. 3. 00N910TION CLRB E GUTTER H&NG A RAONS OF 300 FEET OR LESS C&MG PACE OF CURBI SWLL BE PAD FOR AB RAdAL COWBNATION O e GUTTER. 4. FOR USE WITH STABEIIED OPEN -GRADED ORANAGE LAYER THE BOTTOM OF THE CURB AM GIRTER BE CONSTRUCTED PARAl1F1 TO THE SL SUBBASE COLWBES TIE DEPT H OF TIE PAVET.ENT. 5. ALLOWABLE CRAFOR THE l5E OF CC-8 5 BASED M ON ROADWAY CLASSIFICATION OF TIDE —T . ....Ix PEHOIX A AT0THE MY K THE XAM011 COMBINATION 6" CURB & GUTTER REV.B OB —A-1-1a TRNiSPORTATpN PO1.OJ H K'-5CURB & GUTTER DETAIL C3 Not To Scale SHIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Q v JUS SHIMP > Li . 4 l83 AWA MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.09 REVISION: 1. 2020.05.14 2. 3. 4. 5. FILE NO. SITE PLAN 19.061 • 20 40 •0 Scale:• SHEET 3 of 4 C 3 uired Street Trees: Per Sec. 32.7.9.5 Street Length along the property line = 213.5 FT Large Tree Calculations: Street Length Along the property line _ 213.5 FT _ 4.27 Large Trees Required 50 FT 50 50 FT OR: Medium Tree Calculations: Street Length Along the property line _ 213.5 FT _ 5.34 Medium Trees Required 40 FT 40 40 FT Provided: Seven (7) Preserved existing trees. Required Landscaping Parking Areas Per 18-32.7.9.6. A minimum of five (5) percent of the parking area must be landscaped. 5.1 % of the parking is landscaping Required Tree Canopy Per18-32.7.9.8 10% tree canopy is required for this use. 30.1 % Preserved Existing Trees LANDSCAPE SCHEDULE Plant Planting Botanical Common Min. CaI./Heig Quantity Canopy Total Canopy Symbol Type Name Name ht SF a0 Large Shade Quercus Pin Oak 1.5" Cal. 2 370 740 Tree Palustris NOT TO SCALE 740 TOTAL CANOPY SET TRUNK PLUMB, SEE C L PLANS FOR EXACT LAYOUT AND SPACING I ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. II_ 3X ROOTBALL DIAMETER DIM 1 FINISHED GRADE EXISTING GRADE OHU -L- OHU z � n-, Q � n C0 SPACING OF EX�INGIZ N SHADE OHU - Of LANDSCAPE CALCU LAT CIN S DESCRIPTION AREA (SE) AC % NOTES PRESERVED SITE 159908.8 0.37 30.1 % * TOTAL SITE AREA = 5Z924.10 SE TREES LANDSCAPING 567.0 0.01 5.1 % ** TOTAL PARKING AREA = 11,197.0 SE PARKING AREA IF SHIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v JUS SHIMF �' Li . 4 l 83 OV AWA MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.09 REVISION: 1. 2020.05.14 2. 3. 4. 5. FILE NO. LANDSCAPE PLAN 19.061 • • 20 40 •• Scale:• SHEET 3 of 4