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HomeMy WebLinkAboutSDP200800161 Plan - Approved 2009-02-04 (2)University of Virginia Research Town Center Buildings Three and Four MINOR AMENDMENT TO FINAL SITE PLAN 1. Owner/ Developer: University of Virginia Foundation 465 Crestwood Drive Charlottesville, VA 22903 Tel: 434.982.4848 Fax: 434.982.4852 2. Landscape Architects/Engineers/Planners The Cox Company 220 East High Street Charlottesville, Virginia 22902 Tel: 434.295.7131 3. Source of Information: County Research and/or Owner provided. 4. Source of Survey: Kirk Hughes & Associates (Field Survey), May, 2005 Jim Bell (Aerial Topography), 1997 5. Parcel Information: This is an internal lease parcel to the North Fork Office Park, Parcel E, 33.26 acres TMP 32-6A, n/f University of Virginia Foundation Current Use: Commercial Office Deed Book 2712, p 325; DB 2635, p 454; DB 1936, p 589; DB 1684, p 225. Zoning: PD -IP, This Property lies within the Airport Impact Area (AIA) Proffers: As listed in the proffer statement by University of Virginia Real Estate Foundation, March 21, 1996 (Ref. ZMA-95-04, ZMA-98-27). Watershed: Rivanna River 6. Adjacent Parcels: See Sheet C-3.0 Boundary Exhibit 7. Building Statistics Proposed Use: General Office Buildings Town Center 3 Town Center 4 Total Number of Floors: Building Square Footage: Floor Area Ratio: Maximum Building Height: Number of Employees: Industrial/Commercial Use: Lot Coverage: (Lease Area) Building Footprint: Parking and Driveways: Landscaped Areas: Maximum Impervious Area: Lease Area: ± 7.64 Acres 3.5 3.0 89,814 70,583 0.48 (Based on lease area) 56.0' 280 0 sf 47,908 sf 192,145 sf (Lease Area) 2.09 Acres (Lease Area) 240,053 sf 160,397 sf 14.5%) 58.0%) 27.5%) 72.5%) 8. Parking Statistics a. Required Parking Spaces: Commercial Office: One Space per 200 sf of Net Floor Space Gross Combined Floor Space = 160,397 sf Net Floor Space = 80% NFS = 128,318 sf Required Spaces: 642 b. Traffic Demand Managment Reductions: High Occupancy Vehicle Spaces: (2) Spaces per HOV Space (88) Bicycle Racks: (18) Spaces provided on Racks (18) Scooter/Motorcycle Rack: (1) spaces per 32 sf Surface area (12) Total Reduction of Required Spaces: (118) 19.6% Total Spaces Required after Reduction: 524 c. Provided Parking Spaces: On Site: Regular: 430 HOV: 44 Scooter/Motorcycle: 12 Low Emitting or Fuel Efficient Vehicle: 27 Handicap: 14 Total: 527 d. Loading Spaces: Requirement: One (1) space for the first eight thousand (8,000) square feet of office space plus one (1) space for each additional twenty thousand (20,000) square feet of office space. Required Loading Spaces: 1 + (160,397-8,000 / 20,000) = 9 Loading Spaces Provided: 4 (Waiver Previously Approved) 9. Standards and Specifications: a. Virginia Department of Transportation (VDOT) Road and Bridge Specifications, 1993,1994. b. Virginia Department of Conservation and Recreation, Division of Soil and Water Conservation, Virginia Erosion And Sediment Control Handbook, 3rd Edition, 1992. c. Albemarle County Service Authority, General Water and Sewer Construction Specifications , January 15, 1998. d. The University of Virginia Foundation North Fork Design Code, May 28, 1998. SDP 2006-00113 THE COUNTY OF ALBEMARLE, VIRGINIA RIVANNA MAGISTERIAL DISTRICT 10. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within any existing public 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. C. All materials and construction methods shall conform to current specifications and standards of V.D.O.T. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). D. 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. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. F. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary in order to stabilize a drainage channel. G. Compliance with the minimum pavement width, as shown on the typical pavement/road section detail, shall be strictly adhered to. Exceptions will not be allowed. H. Traffic control or other regulatory signs of barricades shall be installed by the developer when, in the opinion of the County Engineer or his designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). K. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 11. General Water and Sewer Conditions A. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of work. B. 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 contractor shall on his own initiative locate all underground lines and structures as necessary. C. All materials and construction shall comply with the latest edition of the general water construction specifications as adopted by the ACSA. D. Datum for all elevations shown in National Geodetic Survey. E. The contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001). F. All water and sewer pipes shall have a minimum of 10 feet of separation and 3 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. G. 20' Wide easements, centered on the pipeline and appurtenances shall be dedicated to the Albemarle Service Authority, except where the line is in a public road right-of-way. H. 3' min. separation required between waterline and storm sewer culverts or 6" separation when waterline is insulated. Use 1/2" thick therma-cel pipe insulation in 3'x4' sheets as manufactured by nomaca, inc. or equal approved by albemarie county service authority. Insulation to extend 5' beyond centerline of culvert in both directions or 5' beyond ends of culvert when parallel. I. Touch read meters are being used by the Albemarle County Service Authority. to accommodate these meters, meter lids will require a 1-3/4" hole tapped into the center of the lid. Blind taps or plugs shall be provided to prevent debris from entering the box prior to meter installation. J. All water and sewer appurtenances are to be located outside of roadside ditches. K. Certification that 95% compaction is obtained shall be provided for all fill areas under water and sewer lines and appurtenances. This certification shall be signed by a professional geologist. The certification shall state the exact area that the certification applies to. L. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. Park 12. Stormwater Management A. The site lies within two different watersheds. Town Center Three will primarily drain via surface flow and proposed stormwater piping to an existing stormwater management basin located northeast of the project area. Town Center Four will primarRy drain via surface flow and proposed stormwater piping to an existing stormwater management basin located southwest of the project area. Each of the existing basins were designed and constructed with full build -out of the subject sub -area of the Research Park incorporated. B. The site does not lie within a reservoir watershed. The stormwater from the site flows northeastward to the North Fork of the Rivanna River. 13. North Fork Research Park Total Buildout Statistics Complete INDEX Building Density Year Acerage C-2.1 Microaire 1995 4.8 46,000 77,000 Motion Control 1996 4.0 25,000 60,000 PRA 1998 6.5 82,577 82,577 Town Center One 2000 6.6 70,583 70,563 Biotage 2002 7.1 51,000 60,000 ETC 2002 3.0 41,778 41,778 Town Center Two 2006 4.3 83,666 Total General Details 36.3 400,584 391,918 ES -2.0 Acerage Dev. GSF Density Capacity 307.0 3,000,000 3,000,000 Developed/Sold Landscape Details 6.6 400,584 391,918 Total Remaining SL -2.0 300.0 2,599,416 2,583,028 14. Setbacks: Per the approved application plan for development, setbacks are: 50' from public R.O.W. to building 10' from public R.O.W. to parking 15. Note: Hazardous Materials: No hazardous materials, including medical wastes, shall be disposed of within the project. REVISIONS October 1, 2007: Erosion and Sediment Control Amendment. The plan revision provided direction on the subsequent phasing of Town Centers Three and Four for mass grading activities and soil stockpiling plans. January 4, 2008: Minor Site Plan Amendment. Initial submission on December 21, 2007 for the amendment to the proposed Town Center Three building footprint and ultimate square footage. August 4, 2008: Minor Site Plan Amendment. Submissions on February 19, 2008 and May 13, 2008 to accommodate whole site changes initiated by Architect and Owner adjustments to the Town Center building placement and footprint. The revision includes adjustments for amending the site to meet subsequent LEED certification. October 23, 2008: Minor Site Plan Amendment. Town Center Three building's eastern entrance was amended to allow for more sidewalk. Two parking spaces were removed. The decorative site lighting was also amended to a different fixture. SHEET INDEX C-1.0 Cover C-2.0 Boundary Exhibit C-2.1 Boundary Exhibit C-2.2 Existing Conditions Exhibit C-3.0 Site Plan C-3.1 Critical Slope Exhibit C-4.0 Layout Plan C-4.1 Road "A" Plan and Profile C-4.2 Road "B" Plan and Profile C-5.0 Stormwater Management Plan C-5.1 Regional Stormwater Exhibit C-6.0 Stormwater Profiles C-7.0 Waterline Plan and Profile C-7.1 Sanitary Sewer Profiles C-8.0 General Details ES -1.0 Erosion & Sediment Control Narrative ES -2.0 Erosion & Sediment Control Detains ES -3.0 Erosion & Sediment Control Plan L-1.0 Landscape Plan L-2.0 Landscape Details SL -1.0 Site Lighting Plan SL -2.0 Site Lighting Details Filled Box Indicates Drawing Included in Set SIGNATIHE PANEL Albemarle C 105Wt. of Community Development - Zonings Current Albemarle Co. Dept. of Community Albemarle County Division of Fire and Rescue Albemarle County Service Authority LN • 71 Division Date Date Date Virginia Department of Transportation Date I IL ff THE COX COMPANY Planners • LandsCape Architects CIA Engineers • Urban Designers 2117 East High Sfroet chartotbsme • ftkva 22902.(434) 29s.7131 Owner / Developer: University o'VVirgt Real Estate Foundation 465 Crestwood Drive P.O. Box4OM8 Charlottesville, Virginia 22903 P: (434) 9824M F: (434) 982-4852 MINOR SITE PLAN AMENDMENT Q CL 17 QUZ Cy. 06 w -> 1 N v) W J w Wm LL. UILL OZ° Z 0 De~ U W i z COVER SHEET Job Number: 06-50 AI 1H OF -7 FRA AIX 0. COX, JK./ ' UC. N0. 71r9 /1,/ k, R'r' Date: December 1, 2008 Revision: October 9, 2006 November 6, 2006 November 30, 2006 December 18, 2006 February 13, 2007 March 8, 2007 March 27, 2007 April 10, 2007 October 1, 2007 December 21, 2007 January 4, 2008 February 19, 2008 May 13, 2008 August 4, 2008 October 23, 2008 December 16, 2008 North: Scale: As Noted Sheet No.: C_ 1 0 1 of 22 Ar "Ar LEWIS & CLARK DRIVE STATE ROUTE 1571 THE COX COMPANY Plonners • Landscape Architects Civil Engineers • Urban Designers a l 220 East High Street ChonbriesvNe • Vlpg * 22902 • (434) 295.7131 Owner /Developer• University of Virginia Real Estate Foundation ol465 Crestwood Drive P.O. Box 400218 Cr3ottesville, Virginia 2290 P: (434) 9824848 F: (434) 9824852 TOWN CENTER 1 —"-- \ \ EXISTING Fl NA L SITE TOWN CENTER 2 PLAN\ NDER CONSTRUCTION \ a- Q 00w ft -we > SAS3Uj2?03' LU NJ 00, TOWN CENTER 4 F FFE; 52ry0.40 1 212 TOTAL SPACES y, !" i r«1r!4 / - J Q y Rad 2308 8 LL. IL os, 3,99.00, TOWN CENTER FFE: 520.40 cos Z 1-1 1b, BFE: 7.07 0 0 l, sem: N f ``' w 31..5 TOTAL SPACES / c co M a 3 O Qa / ProposedCente ”' Z 2a 71' Proposed Leash Area / i— 4.492± acFes a N w CQ own Center 4 Proposed Lease Ar / ,;' 3.15± acres BOUNDAR59.31' a3° EXHIBIT Total Proposed s Job Number: Dashed line indicates the Lease Area limits of Town Center Three 06-50 7.64_± acres 56 site improvements that are outside of the Lease Area H OF i s V FRANK D. COX, J UC. NO. T%1 SSS 1 0 N A L E C9 Date: December 1, 2008 Revision: December 18, 2006 December 21, 2007 February 19, 2008 Proposed lease Area Table: March 7, 2008 Phase Three 4.49± acres August 4, 2008 Phase Four 3.15± acres October 23, 2008 Total 7.64± acres December 1, 2008 December 16, 2008 North: Scale: 1"=40' Sheet No.: C-2 1 3 of 22 Ilk 0 s r{t }'' 'i t I V, vf MWAE, 4U^« 1 iolllAIR M 1,,/ / ' ',' r HT1 . low M6&. ftit 4t - lo, INW4F pr lR" 711 10-5 K -T P.r. A v Z C". Rm eRWO 16 RYT 4 p, ;4ry M'iol an- iMR, Q. rr w Lp 44 t x, 14,- UZ R 7 IIP, Ntt VF Hopp, I " P' 14P' el e z --O- 4 mi P-1: 1 44 , F, L64 4 SAN I rlI igffia. t. nrS. v -17 wy MR0 IkN t. P.K`Y•Ew1;e .Aiwa. - i{"?LWP•t 4 A dN'. , Ar"i 1"NZEN 4r W kAemveVI"11 I:4E``'` NN Pvx M, RXNoll 49 IM4 M,: I a I A d0 91, qhs wr 7, A 1g, LENA," WE "W",I. PU T vi-p 'Tq-'tsqruX, x. 7F r. AN mu NM M I'S 11w t. Re da L tv b. ti MOVE, AWN, h xfk.. '1" ff-'i. m! 1 4 4 7-- OVo) ry il V 4g/ Y"; 1 *;,1 11 ALX ri F est a4 A ?94PZ1t.C. IAC F ha R 0, V6, 710- M., Sma wF 0ili 4,77 lle-OPA IN 5e MIITLi 1 0 01, 5 UA30 t. Jhlirt fps to FFE: 520.40 8FE: X7 07 315 TOTAL SPAWrx IMML F Mm 41, ar 41 u, 7 9IRI 14 r 7,- 1 >< NO IN ZIFJF4 41 i -j vt am wok ,.ler. 2k : -, .. .. vim gpYm%p pi -"ft mY'W il V , 1 11 , I g 44.k I Kim, QTY OR 07t', 4 1,v -If, T ff1_,_1 AFX—. M! 1 4 a i II TOWN CENTER 4 FFE-- 520.40 212 TOTAL SPACES TOWN CENTER 1 EXISTING 0,0 0.00.0000000 0.00,00.00.00.00.00.00.0 0.000000.00 o.Co.0 0.00.00.0 000,00.00. o 0.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0 .1 0.1 0.1 01 0.1 01 0.0 0.0 0.0 0.0 0.0 .1 1 01 0.1 0. 0.0 0.0 0.0 0 0.2 0.2 0. 0.2 .1 0.1 O .0 0.0 0.0 0. .4 0.6 0. 1.1 U .3 00.00.0 .0 ,5 2.6 . 4.6 19 .1 2. 0.9 00.00.0 33A 133 8. 7,1 2.5 0.0 0.0 0. 3.3 5.9 8 .39.5 9 .3 0 0,0 0.00 4. .1 5.5 .26. 14 0.0 0.0 0.0 .1 5. 5. 5 .0 0 0.00.00.1 2.87.010 .77. 6.8 S. 8 0 0.0 0.0 0. 2.1 5.2 8.5 .0 00.00,0 41.34.2 8. 10.97 .45.88.8 0.0 0.0 0.1 .3 0.8 2.6 6.8 10.410.210.0 0.0 0.0 0. 0.4 0.6 1.3 .6 5 6.5 00,00.0 0 * 0.91.62, 3 73.7 3. 0.0 0.0 0.1 .0 2.8 4.9 5 .6 1. 0.0 0.0 0.1 2.7 4.7 9.1 3 .4 3. 0 0.0 0.0 0.5. .5 5. 10,29. 0 0.0 0.0 1 .7 5. .3 S. 10.6 s 0.0 00 0.1 .3 6.7 10. .9 6.1 10.1 0.0 0.0 0. 3.4 7.3 11. .1 5. 7 6.0 0 0.0 0.0 0 2.2 5.0 9. 0.0.0 0.0 0.0 .4 1.4 4.7 7 .2 .d 1 0 0,0 0.0 0. 0.3 0,7 1.9 .7 0 .5 0 0.0 0.0 0. 0.2 0.3 0.7 5.2 4.2 00.0 O.0 1 0.2 0.3 0. 0.71 0. 0.0 0.0 0.0 .3 0.4 0.6 0.9 0.7 0.6 0.5 0.0 0.0 0. 07 1.6 2.3 .2 3. 1.9 0.9 0 0.0 0.0 O 2.1 5JQ5+6. .8 4 00 0.0 0.1 1.5 6 00 OA 0.1 1 37 1911 5 11.2 0 0.0 C.0 0. 0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0. 1 0 0.0 0,0 0. 00 0.0 0.0 C 0.0 00 0.0 0 0.0 0.0 0. 0.0 0-0 0.0 0.0 0.0 0.0 0.0 00 0. 00 0.0 0. .0 0.0 0.0 .1F 0 0.0 0.7 0.0 0.0 0 0. 0.0 0.0 .E 0 0.0 0.0 .E 0.0 0.0 0.0 4.5 0.0 00 0.0 .1 3.9 0.00.00.00.00001 DA 0.20. E 0-0 0.0 0.0 0.0 0.0 0 1 0.1 02 0.4 17 TOWN CENTER 3 EE'E, 520,40 BFE; 507.07 315 TOTAL SPACES K TOWN CENTER 2 UNDER CONSTRUCTION 1 LUMINAiRE SCHEDULE Sym" LAW A B aw Cob lop um*w mraipdon L"v Fft Limns LLF V1lnttii 9 AME T3 400MH AME -3 T3-4001MH-VLCO VERTICAL POSITION. 31000MC.IE BMW 9.OQ 214QMETALHALIDECONVEXLEN$ LUMEN RATINQ: 3s 001} 10 1&9&*TOW CAST ALUMINLIM ONE CLEAR VBU M57 1E4000 1.00SERIESCASTHOUSINGFARMED176WATTED28METAL HOUSING WITH SPEHALIDE LAMP RATED AT NTYPEVALUUINUMREFLECTOR, 14VNS7O000LUMENS. FIAT GLASSREFLECTORCLEARGLASS CLEAR FLAT ENCLOSURE. 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