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Home My WebLink AboutSDP202000022 Plan - Approved Major Amendment, Final Site Plan 2020-09-02LEGEND EXISTING 9 3115 J T �N x B"N GAS min 0 0 m OHU UGU O W DESCRIPTION oC-I'P .F] fAr-,r\ SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY IIVUCx UUIV I uutU 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 AIISLE 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 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 RANCO 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 lof 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. Ail 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. 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 dumpste!r 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. �Cc 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: = 18 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 7,7892 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 2 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. SDP1 98500047 (Cooke -Taylor Warehouse Site Plan) 1620 DUAIL RU 1v SDP202000022 TAX MAP 32, PARCEL 19A2 ALBEMARLE COUNTY, VI RG I N IA VICINITY MAP ';(-Al F - 1"-1nnn' A xx :J p �Q4letq�r 'wrtbstd - Map provided by Albemarle County GIS Services SHEET INDEX C1 COVER SHEET C2 EXISTING CONDITIONS / DEMOLITION PLAN C3 SITE PLAN C4 LANDSCAPE PLAN HIM ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING COM J ) TC T M� S I�4p 3 MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN APPROVALS, ALBEMARLE COUNTY, VIRGINIA SUBMISSION: ,r (>�(/�>/ 2020.03.09 Current Development Planner Date REVISION: 1.2020.05.14 I 2.2020.08.12 Current Develo ment Engineer Date 3. i 4. Fire Official Date 5• Building Officia� Date I FILE NO. Albemarle Col�nty Service Authority Date COVER SHEET Virginia Dep" rt ent of Transportation Date SHEET 1 of 4 19.061 9 H171 IW- 00 o� Q0 -+-I v) TMP: 32 - 6R IIVERSITY OF VIRGINIA FOUNDATION ZONED: PD -IP D.B. 4634 PC. 564 z In n C Q - =D o a c APPf 30' SHIMV ENGINEERING2- LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227,5140 CHARLOTTESVILLEVA, 22902 JUSTIN@SHIMP-ENGINEERING.COM - OHU'OHU -OHU `- arx�--� OVER EAD UTILITY LINE � ' " ASPHALT °F"` ; °H" _-- o,-__,,�____ �1S T BE REMOVED AND �. r (TBR) OHU POLE 0 B y U REL A - EX. P DRAINAGE �� m" rrfl' SW --�_ _ L.i RAISE - _ La'ISTiRG" V - DI" 3 TOP MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.09 REVISION: 1.2020.05.14 2.2020.08.12 3. 4. 5. FILE NO. 19.061 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 2of4 cry/��/26) C 2 rl B C 0 I F I i 8 1 it I J K I t tz a 375 a� � ¢au x i to t.atr �� tb fB fl ]75 m 225 20t 1-5D 240 5784 151 1 HANDICAP PARKING SIGN C3 NOT TO SCALE 2 PENALTY SIGN DETAIL C3) NOT TO SCALE 2" OF SM-9.5A SUPERPAVE 000000000000000oc 6" — VDOT #21 A BASESTONE A A A COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED z Iz n U m <C � :::D n C�J CO CD APPRC 30 V I ONU —1 OHu --- _ OHU -- I OHU--. PROM A AA a a a A. .. c o°o°o°o0o0o0o0o° 4" — 3,000 PSI CONCRETE -4" — VDOT #21 A BASESTONE COMPACTED SUBGRADE TO BE FIELD VERIFIED OP Uri i1£ BOTTCN QF 1HE CLR9 t0 ii 3LOF E L891L CUIRgS ��L S ALLON!BLE C9TEMA ipt iNF WE OF CG-B IS 94 ON ROADNAVlIntYN CLASSIiIC DIX KD LESGN SPEEO AS 5IN APRFNCIK A w n mE voo+ Ra.n ce�cN Mrw.i. Ar 1. �Tw1pN W 1. CCNIwACTOw rNirewTrieN ee cu�rs�Ruci� P ALLEL TO -HE — Oi BAN PTROVElE➢ A 6 MPNTNItlEO. SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUST IN@SHIMP-ENGINEERING COM Ck- ! M, S 1:1' L ic. lo. 45 3 I 'Slit I? i MAJOR SITE PLAN AMENDMENT 1620 QUAIL RUN ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.03.09 REVISION: 1.2020.05.14 2. 2020.08.12 3. 4. 5. FILE NO. =PEA 19.061 K�3 PAVEMENT SECTION FOR PARKING LOT I TYP I CAL SIDEWALK SECTION COMBINATION 6" CURB &GUTTER Dve�A 501 V�RgNA DEPAR1MEUT OF LRAVS9IXi(ATpN zm.ca C3 Not To Scale — C3 Not To Scala SITE PLAN r�5 CURB & GUTTER DETAIL C3 Not To Scale SHEET 3 of 4 20 0 20 40 60 C3 Scale: 1 "=20' Required 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 FT OR: Medium Tree Calculations: Street Length Along the property line _ 213.5 FT = 5.34 Medium Trees Required 40 FT - 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. Provided: 5.1 % of the parking is landscaping Required Tree Canopy Per18-32.7.9.8 10% tree canopy is required for this use. Provided: 30.1 % Preserved Existing Trees SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING 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. C L I. 3X ROOTBALL DIAMETER DIM.--) County of Albemarle Corrservation flan Checklist -To be placed on Landscape }Tans (Handbook, pp 111-284-111-297 for complete specifications) 1. The following items shall be shown on the Wan: Trees to be saved; AAA L3 Limits of clearing (outside dripline of trees to be saved); 14 Location and type of protective fencing, tJjA iJ Grade changes requiring tree wells or walls; 0IA ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector.. 3. Pre -Construction aConference: W Tree preservation and protection measures shall be reviewed with the contractor on site. FINISHED GRADE EXISTING GRADE 4. Equipment Operation arrd Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. S. Soil Erosion and Stormwater Detention Devices: 01A ® Such devices shall not adversely affect trees to be saved. 6. hires: Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 "toxic materials shall not be stored within 100 feet of the dripline of trees to be s:at ed 8. Protective Fencing: Trees to be retained within :10 feet of proposed building or grading activity shall be protetited by fenicing Id Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading for construction 9. Tree Wells: 41,40 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Waffi: 1%�°► When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: C3 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible_ Tunneling under a large tree shall be considered as art alternative when it is anticipated that necessary trenching %vill destroy feeder roots. 12. Cleanup:- 121 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged 'Trees: Darnaged trees shall be treated inunediately by pruning, fertilization or other methods recommended by a tree .specialist. NOTE: ITIS THE DEVELOPER'S RESPONSIBILITY TOCONFER WITH THE CONTRACTOR OIM TREiE CONSERVATION REQUIREMENTS. �iEit�T1 - -(DATE) - - CONTRACT PURC14ASER SIGNATURE (DATE) 5/1/06 Page 1 or 1 oHu A— OHu ---� z lz n- U m Q n 0 �1 SPACING OF EXISM SH) — OHU LANDSCAPE SCHEDULE Plant Planting Botanical Common Min. Cal./He!ig Quantity Canopy Total Canopy Symbol Type Name Name ht SF 0 Large Shade Pin Oak 1.5" Call. 2 370 740 Tree PalQuercusustris NOT TO SCALE 740 TOTAL CANOPY oe •i ■ ■ ■ ■ ■ •- i LANDSCAPE CALCULATIONS DESCRIPTION AREA (SF) AC % NOTES PRESERVED SITE 15,908.8 0.37 30,1 % * TOTAL SITE AREA = 52,924.10 SF TREES LANDSCAPING 567.0 0.01 5.1 % ** TOTAL PARKING AREA = 11,197.0 SF PARKING AREA S IMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM era j M, S . W MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020, 03.09 REVISION: 1. 2020.05.14 2.2020.08.12 3. 4. 5. FILE NO. 19.061 MI I! Iipii ro SHEET 3 of 4 UK 0 �> /moo C4