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Home My WebLink AboutSDP202000022 Plan - Submittal (First) Major Amendment, Final Site Plan 2020-03-09MAJOR SITE PLAN AMENDMENT O LEGEND EXISTING NEW ►:0 -O- -0- m T) - OHU HHH - UGU UGU - O q q OO S GAS DESCRIPTION btZN1 _NIVIHKr% SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK 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 bUILUIINJU 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 kluNI.Kt I C RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN 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 OWNER (TMP 32-19A2) GMWTG CHARLOTTESVILLE LLC. 7421 RANCID RD HENRICO, VA 23228 ZONING LIGHT INDUSTRY Airport Impact Area Steep Slopes - Managed MAGISTERIAL DISTRICT RIO SOURCE OF TITLE Tax map 32 Parcel 19A2: DB 4649 PG.206 Area: 1.22 Acres SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary and topography is provided by: Meridian Planning Group LLC 440 Premier Circle, Suite 200 Charlottesville, VA 22901 Additional boundary and topographic information is provided from a draft ALTA survey prepared by: Balzer and Associates, Inc. 15871 City View Drive, Suite 200 Midlothian, VA 23113 Additional topographic information is provided from Albemarle County GIS services. BENCHMARK Datum for topography is NAVD 1988. See sheet 2 for a benchmark and control point provided on site. FLOODZONE FEMA flood insurance rate map (community panel 51003C0140D), effective date February, 04 2005 shows this property is not within zone AE and no portion of the property lies within the 100-year flood plain. RESERVOIR WATERSHED This site is within the North Fork Rivanna River Watershed (below water intake). WATER & SANITARY SERVICES This project lies within the ACSA jurisdictional area for both water and sanitary sewer service. An existing well is also located on site and is shown on sheets C2 andC3. 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 amt 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. 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. 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. 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 = 15 spaces Area Open to Public: 1,200 SF = 3 spaces Total Parking Required: = 18 spaces Parking Provided: = 21 spaces LAND USE SCHEDULE PARCEL AREA=1.21 AC Parcel Land Use Schedule Existing SF AC % Building 8,000 0.18 15% Pavement 20,139 0.462 38% Concrete - 0.00 0% Imperious Area 28,139 0.65 53% Managed Turf 9,035 0.21 17% Woods 15,750 0.36 30% TOTAL 52,924 1.21 100% Proposed SF AC % Building/Canopy 13,760 0.32 26% Pavement 13,161 0.30 25% Concrete 718 0.02 1% Impervious Area 27,639 0.63 52% Managed Turf 9,535 0.22 18% Woods 15750 0.36 30% TOTAL 52924.0 1.21 100% ITE Trip Generation AM PM Weekday Use Description ITE Qty in out Total in out Total Total Mini -Warehouse 151 13760 sf 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. SHEET INDEX C1 COVER SHEET C2 EXISTING CONDITIONS / DEMOLITION PLAN C3 SITE PLAN SDP198500047 (Cooke -Taylor Warehouse Site Plan 1620 QUAIL RUN TAX MAP 32, PARCEL 19P ALBEMARLE COUNTY, VIRGINI VICINITY MAP SCALE: 1°=1000' f �n wa Is And•C�ark p� YOrY Dr n SIT � � 4 �Qualll=Run ell, r/ w e SQQ`Oj .5� spy L- / �Qtj"e Nbrthslde-o� °�en•�OpA m Map provided by Albemarle County GIS Services SHEET INDEX C1 COVER SHEET C2 EXISTING CONDITIONS / DEMOLITION PLAN C3 SITE 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 SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��ALTH of O � Gam-_ v JUST�3HIMP a . 45183 !611 SIONAL 0�64� MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.09 REVISION: FILE NO. COVER SHEET SHEET 1 of 3 19.061 C1 (3 i OHU L- OHU OHU OHU TMP: 32 - 6R DIVERSITY OF VIRGINIA FO UNDA TION ZONED: PD -IP D.B. 4634 PG. 564 I� SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NL T I-1 Q41 O� J JUSTI0410�5s HIMP 183 KssloNaL MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.09 REVISION: FILE NO. 19.061 EXISTING CONDITIONS & DEMOLITION PLAN • • 20 40 •• ■ ■ ■ ■ ■ Scale:• SHEET 2 of 3 C2 OHO \ OHU OHU OFIU j 2" OF SM-9.5A SUPERPAVE °°°°°°°°0 6" — VDOT #21 A BASESTONE 000000000000000 II I II I II I II I II I II I II I II I II COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR PARKING LOT Not To Scale 4" — 3,000 PSI CONCRETE 4" — VDOT #21 A BASESTONE COMPACTED SUBGRADE TO BE FIELD VERIFIED 2 TYPICAL SIDEWALK SECTION C3 Not To Scale TMP: 32 — 6R VIVERSITY OF VIRGINIA FOUNDATION ZONED: PD —IP D.B. 4634 PG. 564 NOTES I. Tres TEM MA . 0 PSI IF 3. CONB"APONPCURB 4 GUTTER H`VMG A N.. OF 300 FEET OR LESS tW.ONc A@ OF CIRBI SH— BE — FOR AS RMI& COMSINATMN CURB M GUTTER. A. FORRAGUSE WITH STOBI—D OPEN- MED E LAYER, THE BOTTOM OF THE CURB _ GUTTER SHxi BE CONSTRUCTED PMALLEi _ TO TLHE DEPPTH OF " IAENEENET. S. —WABLE CRITERIA FOR THE USE OF CS-6 IS BASED ON ROMWAY CLASSIFICATION R OFDTHESV00TPROM DESIGN MNXIAL. HOWN IN EWIX A D. I O D D • D � D � D 50z" ` COMBINATION 6" DCURB TRANSPORT -ON& GUTTER 3 CURB & GUTTER DETAIL C3 Not To Scale SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTI-1 - O `J JUSTI#i45183 HIMP KssloNaL MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.09 REVISION: FILE NO. SITE PLAN 19.061 • • 20 40 •• ■ ■ ■ ■ ■ Scale:• SHEET 3 of 3 C3