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HomeMy WebLinkAboutSDP200800161 Plan - Approved 2009-02-04r?o� eeo"* 11AN mow f V r"I U H a R k =_­­ If IMMUMMIMM.J U n v kc7 : > . y (C) lz�l 14414�) a V (�� h Town Center B"kuflc1ine-vc Three and Four 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: 3.5 3.0 Building Square Footage: 89,814 70,583 160,397 sf Floor Area Ratio: 0.48 (Based on lease area) Maximum Building Height: 56.0' Number of Employees: 280 Industrial/Commercial Use: 0 sf Lot Coverage: (Lease Area Building Footprint: 47,908 sf (14.5%) Parking and Driveways: 192,145 sf (Lease Area) (58.0%) Landscaped Areas: 2.09 Acres (Lease Area) (27.5%) Maximum Impervious Area: 240,053 sf (72.5%) Lease Area: ± 7.64 Acres 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. 1"INOR AMENDMENT TO FINAL SITE PLAN� SDP 2006-00113 THE CcDUNTY OF ALBENlARLE, VIRGINIA RIV'ANNA 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 sof 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, IC;`est edition. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class !II. 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 cormply 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 limes, 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 31x4' sheets as manufactured by nomaca, inc. or equal approved by albemarle county service authority. Insulation to extend 5' beyond centerline of culvert in both directions or 5' beyond ends of culvert when paralle',l. 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 arfe 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. 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 primarily 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 Buildin Density Year Acerage 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 TNnvo 2006 4.3 83,666 Total 36.3 400,584 391,918 Acerage Dev. GSF Density Capacity 307.0 3,000,000 3,000,000 Developed/Sold 6.6 400,584 391,918 Total Remaining 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, ;hull be disposed of within the project. VICINITY MAP l � ATE REVISIONS 10 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. A2 January 4, 20081: 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. 0 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. A October 23, 2008: Minor Site Plan Amendment. Town Center Three building's eastelrn 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 Submittal Type Reviewed and Approved by the Community Development De Date py &1g Department File# -P-,P�IY1St_ inn -i— lvtoY.p� SI�;���6 -Dol/ UUP l C�:uI:�tir 'and y �'a f c G1Aaktg42­ 4A4V& - El C-1.0 Cover ❑ C-2.0 Boundary Exhibiit 93 C-2.1 Boundary Exhibiit ❑ C-2.2 Existing Conditions Exhibit M C-3.0 Site Plan ❑ C-3.1 Critical Slope E)chibit IS C-4.0 Layout Plan ❑ C-4.1 Road "A" Plan and Profile ❑ C-4.2 Road "B" Plan alnd Profile ❑ C-5.0 Stormwater Malnagement Plan ❑ C-5.1 Regional Storm,water Exhibit ❑ C-6.0 Stormwater Proifiles ❑ C-7.0 Waterline Plan (and Profile ❑ C-7.1 Sanitary Sewer (Profiles ❑ C-8.0 General Details; ❑ ES -1.0 Erosion & Sedirment Control Narrative ❑ ES -2.0 Erosion & Sediment Control Details [I ES -3.0 Erosion & Sediment Control Plan EJ L-1.0 Landscape Plain ❑ L-2.0 Landscape Dettails 10 SL -1.0 Site Lighting Plain El SL -2.0 Site Lighting Details E] Filled Box Indicates Drawing Included in Set S1GN.ATU RI. PAN EL opment - Zoning & Current Development Date Albemarle Co. Dept. of Community Dewelopment - Engin Albemarle County Division of Fire and Riescue Albemarle County Service Authority Virginia Department of Transportation Division Date Date Date Date � 1 THE COX COMPANY Planners • Landscape Architects Gvil Engineers • Urban Designers 220 East High Street Charlottesville • Virginia 22902 • (434) 295.7131 Owner / Developer: University of Virginia Real Estate Foundation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22903 P: (434) 9824848 F: (434) 9824852 MINOR SITE PLAN AMENDMENT COVER SHEET Job Number: 06-50 i Lj FRANK 0. COX, JR. ' LIC. NO. 7-779 I w �SSICO NAL 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 1 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 LEWIS & CLARK DRIVE n — ------ ._ _ STATE ROUTE 1571 S, THE COX COMPANY Planners -Landscape Architects z Civil Engineers • Urban Designers L" 0 220 East High Street Charlottesville . Virginia 0 22902. (434) 295.7131 m � Owner /Developer: University of Virginia Real Estate Foundation 465 Crestwood Drive P.O. Box 400218 2 903 Charlottesville, Virginia 0 '� P: (434) 9824848 F: (434) 9824852 TOWN CENTER 1 �'` �' f,-',� s' __•` " - \\� EXISTING !'.�'\� FINAL SITE .rTOWN CENTER 2 \ PLAN /UNDER CONSTRUCTION ry � _,,.,•" .,,• §¢ems .� � '" '� i 4 r=' •,tea.' 3'f:,,n�a" ,..=f9. C'`�::\t^,, d �•'•'^. f.� � j/�I// .% - ,`',f� .. .:,sv� < E a� rte.:$c'.. `Fr`-'< _;��,,,.,•.;,,�ui :'-,.t;', t� M�4: ''77)...:-,:v`��'�s%,'^�:�.�;:iS,;.,.�'y�>,x;i'�,='nyt?F`"'i`�i,sib+'-.�_a3v:�,t:.+5�w'r;.:yt�;t,k-� ✓� i P y/ V a , itt id- t 4 cam Z `w ...,•. /thy j� C J J/ \ V n/ s} : :. , (j uv° riJ„ 1^w 27z7- YW� 1 - ! 4'Mu .r .t .n. \, f , •.nQ. S LL� i n i 3 s i 0 - n 3 - 2 F t r 5 .Q 1 R 3 i { LIJ Cr W ry ` Q S i / a" • � 1 w 1 �Y a t. F / r �i W { t a:w e` T'0WN.CENTER 4 f '' W1 U A TI' •, 2 T TAL P CES l2 S O aq l 30 8 LL V. := 8 0 1 Aro 3 0 9 9 , 0 s,. Z :TO\NN CENTER 3 E: 520 40 O ••z 1 F 'S5 `J3>• B E' 507.07' 0 to v� p to 31.�5JOTAL SPA C S 1 5}'• : a I . .,^ Town to 3 0 a ,. ,.n 0 4 r 1 I o s, 2, :7 ,- _k U o - 1 3 /• Area Leas A ea �- �{� , posed d e a P p 2 n'L^` xuY �. 2 .Q N d` •Iti. ��' 4.492±acs u'•. b� 0 t �.4 >. h., r7M `l �.n P.; C W T - 4 �S r �.y u v - 7, \{' i � 4 own Center -; { �y p / /• ed Lease Ara .. ro os Z v. w �_ .5 r S 1 acres esZD - I qt. Y '•st_ _ "^':5LV ;;"3''1:.1^g'i.�. .. .,t.' .t• - \ M,' S _ P IP- /V� 5,1:2• 59.31' / '� BOUNDARY •� ` � EXHIBIT / 92 Total Proposed 010 Job Number: 00 0 2�0♦`� Dashed line indicates the Lease Area r0, limits of Town Center Three 7.64± acres 06-50 / i s site improvements that are \ Asa i outside of the Lease Area ° i ��"3��� PLS H OF L QO FRANK D. COX, J . LIC. NO. 777 041 SSS/ONAL i 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 1 October 23, 2008 Total 7.64± acres December 1, 2008 / December 16, 2008 North: Scale: 1"=40' Sheet No.: C-2,01 3of22 i STORM SCHEDULE LEWIS & CLARK DRIVE / -- --- ` _---'------- STATE ROUTE 1571 s r w'r ' - f : f ✓N,s / TOWN CENTER 1 w EK.z4 f EXISTING �y TOWN CENTER 2 UNDER CONSTRUCTION 25 v a, / %;n `�as-�e�A.,t' fir• �l q =12' �'`,�.sa ±522.3 z 24"CUT-51",5 �, i� 1 WATERLINE CONNECTIONS ARE - ,f P fl\jj ,,APPROXIMATE ONLY &S H LL , RELOCA- i 1 TE EX I IT .DI # 6 ~. BE FIELD COORDINATED WITH THEA A 1 z CSINSPECTOR. i c, AND EXTEND PIPE •� ^ - »� XT EX. Y ) .J k f AJ WITH 12 , - 15$H.^,�Iti �„ k s , c l si '"�, i � -:-,fis,,, �„ �' . :•„"`,$a hal � `'^ : '""`•m, r''!� C�I 4 " RCP EX M '- '.°' \, ;,a tit's - t'" •h� -s. s `k .`.: _(i!,'%~` �� r . / ,"y' a.-i:.i,�w�,;"'•,,.:�!::�..,,,/ 1sti, k $,.r}„} Y.: . f Z"CtiSF .."1pp++ �l ,eC' / s m;' haw;. e 'k� i:n.n.,•r'�a�tea.. '...•. ! ff � `"^ ,;;;., N 1/ , h `4 na- a ry; /r t v Structure No. Inlet Type Top Invert In Invert Out Downstream Pipe Note 1 36" EW -1 453.00 - 450.00 - 15'- CL. I EC -1 2 DI -3C, 10' 477.50 471.00 462.00 133'- 36" CL. 3 RCP From 3 < - - 471.10 - - From 5 3 DI -313, 8' 483.80 476.50 476.30 203'- 18" CL. 3 RCP - 4 DI -36, 8' 484.30 - 477.00 24'- 15" CL. 3 RCP - 5 DI -3C, 8' 477.50 473.00 471.50 24'- 27' CL. 3 RCP From 6 - - 472.50 - - From 7 6 DI -36, 8' 483.50 - 476.00 71'- 15" CL. 3 RCP - 7 DI -3B, 6' 480.73 476.00 473.50 65'- 24" CL. 3 RCP - 8 DI -36, 6' 485.32 479.50 477.00 67- 24" CL. 3 RCP - 9 DI -36, 6' 490.37 485.50 480.50 68'- 18" CL. 3 RCP - 10 DI -313, 8' 495.17 489.50 486.50 66'- 18" CL. 3 RCP - 1 l DI -313, 4' 500.25 490.70 490.50 67- 18" CL. 3 RCP - 12A DI -313, 10' 502.50 1 495.10 494.90 212'- 18" CL. 3 RCP - 12B DI -1 505.50 502.00 500.00 103'- 15" CL. 3 RCP 8" RDL - - 501.00 - - From YD 12C 12C YD 510.00 506.00 504.00 28'- 8" SDR 35 PVC From Trench Drain 13 DI -3B, 8' 501.50 - 497.00 91' - 15" CL. 3 RCP - 14 24" EW -1 487.00 - 485.00 - 15- CL. I EC -1 15 DI -36, 12' 515.00 510.00 487.00 54'- 24" CL. 3 RCP From 16 - - 502.00 - - From 19 16 DI -36, 12' 520.90 515.20 515.00 145'- 15" CL. 3 RCP - 17 DI -313, 8' 529.50 524.50 524.30 214'- 15" CL. 3 RCP - 18 DI -36, 8' 529.55 - 525.00 25'- 15" CL. 3 RCP - 19 DI -36, 8' 516.30 504.00 503.80 56'- 21" CL. 3 RCP - 20 DI -36, 6' 517.60 511.10 506.00 90'- 21" CL. 3 RCP From 21 - - 506.20 - - From 24 - - 512.00 - - From 28 21 DI -26, 6' 519.60 514.00 513.80 197'- 15" CL. 3 RCP - 22 DI -313,10' 1 17 S 9. 516.00 514.67 5 1'- 15" CL. 3 RCP 8" RDL 24 DI -36, 8' 517.70 508.20 508.00 147- 18" CL. 3 RCP - 25 DI -3C, 6' 517.80 509.20 509.00 64'- 18" CL. 3 RCP - 26 DI -3B, 8' 519.20 510.20 510.00 82'- 18" CL. 3 RCP From 27 - - 516.00 - - 8" RDL 27 - DI 3B, 8 1 20 5 9. 516.0 0 51 1.0 0 60 1- 15 11 CL. 3 RCP 8 11 RDL 28 DI -313, 4' 516.30 - 512.50 41'- 15" CL. 3 RCP - J IT W mix If THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East High Street Chadottesville o Virginia 22902 • (434) 295.7131 Owner / Developer: University of Virginia Real Estate Foundation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22903 P: (434) 9824848 F: (434) 9824852 FINAL SITE PLAN SITE PLAN .. 06-50 ,moi �' • ` ��a FRANK D. COX, JR. LIC. NO. 7719 Date: December 1, 2008 Revision: October 9, 2006 November 30, 2006 December 18, 2006 March 8, 2007 March 27, 2007 April 10, 2007 December 21, 2007 February 19, 2008 May 1, 2008 May 13, 2008 August 4, 2008 October 23, 2008 December 1, 2008 December 16, 2008 North: Scale: 1"=40' Sheet No.: C-3.0 5 of 22 Q =iQ U -Z swms� C� o < oftftfta 121� w = > � � w J LU m \ L LLJ J 'u_UL.L 0 0 z z 0 � 0 U W i z SITE PLAN .. 06-50 ,moi �' • ` ��a FRANK D. COX, JR. LIC. NO. 7719 Date: December 1, 2008 Revision: October 9, 2006 November 30, 2006 December 18, 2006 March 8, 2007 March 27, 2007 April 10, 2007 December 21, 2007 February 19, 2008 May 1, 2008 May 13, 2008 August 4, 2008 October 23, 2008 December 1, 2008 December 16, 2008 North: Scale: 1"=40' Sheet No.: C-3.0 5 of 22 ADT = 1359 VPD 40% 25' / .A- / + R63' BEGIN PAVEMENT WIDTH TRANSITION MM 35.8'. 21' LEWIS & CLARK DRIVE —"'--------- _ STATE ROUTE 1571 Az 0 0 co \ w� ADT = 680 VPD 20% \ rn Q, TOWN CENTER 1 EXISTING TOWN CENTER 2 \ NDER CONSTRUCTION XN / vp � L s,�n,., �Yf'iz�:rtibbzr , D a.. '�•..... f - l A i ` •t n, , .n • l , l t w #�E 1�V. .,., .. .., '; .T..• , . ,Y. ,. .nom „ 6 - k- �L L .f Y f �l j;. / ' Y : - / tt � \y t R5 ` A ,A ,Y `c r� P 2'� A 2 R25' �\ P .0 ,f . + y `2C}' . A Wil. V , , _ „ 151 , v .. ....-. .... . :.. ... ..... .'�. .. ,.\... ... i. , . �., . ..... .-..�.. - .,- ..... ... .. ,..,.. „�, _��.. .`s._. ...., .....,. � �.. ..,. � ..,�4,.... _ i -. ,, v. - . , • .. - -_. ..- /J _n ,:ab .., . ... .- .'�t''�'...-'i"•-+`!'�'., ... , v.... ...-,. ,..... .•,.... 'nn.. '/ --i• 'P1%i`Jr� � .'. i....... T... - . - . !, .._ .... .. - „_. _, t ;+,',; ,, LIMITS OF TOWN / CENTER THREE IMPROVEMENTS u LOW -EMISSION VEHICLE OR FUEL-EFFICENT VEHICLE = FEV HIGH OCCUPANCY VEHICLE (Phasing Narrative: Phase Three: Town Center Three �`P.. HANDICAPPED 1. The Work related to Phase Three shall be generally limited to those improvements that are within the lease parcel for / Town Center Three. See sheet C-2.0 for lease boundary information. 2. Phase Three shall include all Work required to construct Road "A" to the terminus indicated on the plan. See sheet C-4.2 for specific information related to Road "A." 3. Phase Three shall include all Work relate to the installation of the curbing, pavement, sidewalk and landscape improvements indicated by the phasing line on this sheet. 4. Phase Three shall include all Work related to the installation of Research Park Blvd., including the traffic circle. See the, phasing boundary on this plan, located just beyond the back of the curbing. 5. Phase Three shall include all Work related to the installation of the stormwater conveyance system between structures 14 and 27, as indicated by the phasing delineation on this plan. Phase Four: Town Center Four 1. The Work related to Phase Four shall be generally limited to those improvements that are within the lease parcel for Town Center Four. See sheet C-2.0 for lease boundary information. 2. Phase Four shall include all Work required to incorporate the additional leg (Road "C") to the traffic circle. 3. Phase Four shall include all Work required to complete the remaining site improvements indicated on this plan. f' ADT = 1359 VPD 40% LIMITS OF TOWN CENTER THREE �\ IMPROVEMENTS G 1. Building Statistics Proposed Use: General Office Buildings Town Center 3 Town Center 4 Total Number of Floors: 3.5 3 Building Square Footage: 89,814 70,583 160,397 sf 2. Parking Statistics a. Required Parking Spacces: Commercial Office: One Space per 200 sf of Net Floor Space Gross Combined Flo>or Space = 160,397 sf Net Floor Space = 80% NFS = 128,318 sf Required Spaces: 64'2 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) 18.4% 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 Requested) 3. Trip Generation. General Office Buildings (710) Existing Town Centers 1 & 2: 154,249 sf Proposed Town Centers 3 &4: 160,397 sf Total Town Center: 314,646 sf Average Rate: 11.01 /1000 sf Total Trip Generation: 3,464 AT "A7 i111%Ir Iri In n xx ®M THE COX COMPANY Planners - Landscape Architects Civil Engineers - Urban Designers 220 East High Street Charlottesville - Virginia 22902. (434) 295.7131 Owner / Developer: University of Virginia Real Estate Foundation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22903 P. (434) 9824848 F: (434) 9824852 FINAL SITE PLAN LAY OUT PHASING PLAN Job Number: 06-50 FRANK 0. COX—1 '> LIC. NO. 7719 4Q �oAl � ass / 0 N A L Date: December 1, 2008 Revision: October 9, 2006 November 30, 2006 December 18, 2006 March 8, 2007 March 27, 2007 April 10, 2007 December 21, 2007 February 19, 2008 March 7, 2008 May 1, 2008 August 4, 2008_ October 23, 2008 December 1, 2008 December 16, 2008 North: Scale: 1"=40' Sheet No.: C-4-00 7of22 LANDSCAPE CALCULATIONS TOTAL PARKING SPACES 527 TREES REQ'D PER SPACE 1/10 TREES REQUIRED 52.7 TREES PROVIDED 164 INITFRIOR LANDSCAPE AREA CALCULATIONS TYPE AREA AC NOTES PARKING/ROADS 4.62 SID''EWALK/HARDSCAPE 0.11 INTERIOR LANDSCAPE .74 39.8% OF PARKING AND CIRCULATION IMPFRV1011S CI IRPAC'F CAI C'l11 ATIONS TYPE AREA AC PERCENT OF TOTAL NOTES TOTAL 0.00 100.0% 37' 604 SQ. FFT. BUILDING FOOTPRINT 1.06 15.0% 9,690 SQ. FT. PARKING/ROADS 4.62 13.2% LAGERSTROEMIA INDICA SIDEWALK/HARDSCAPE 0.00 0.8% 4' 10 SQ. F=T. OPEN SPACE 0.00 71.0% 79,205 SQ. FT. (1.82 ACRES) TREE CANOPY CALCULATIONS (@ 10 YRS) SPECIES HEIGHT AREA/PLANT AREA/SPECIES ACER RUBRUM 30' 397 SQ. FFT. 49,625 SQ. FT. FRAXINUS PENNSYLVANICA 37' 604 SQ. FFT. 12,684 SQ. FT. GYMNOCLADUS DIOICUS 35' 570 SQ. FFT. 9,690 SQ. FT. COTONEASTER SALICIFOLIUS 18" 22 SQ. FFT. 1,936 SQ. FT. LAGERSTROEMIA INDICA 15' 77 SQ. F=T. 770 SQ. FT. PRUNUS LAUROCERASUS 4' 10 SQ. F=T. 4500 SQ. FT. Cs 88 TOTAL PROPOSED CANOPY 79,205 SQ. FT. (1.82 ACRES) EXISTING CANOPY 0.01 ACRES LAGERSTROEMIA I NDICA "NATCH EZ" TOTAL AREA COVERED 1.83 ACRES (24.2%) LANDSCAPE LEGEND SYMBOL KEY QTY BOTANICAL COMMON SIZE NOTES Q AC 125 ACER RUBRUM RED MAPLE B&B, 1 1/2'Cal. L-1. Fp 21 FRAXINUS PENNSYLVANICA'SUMMIT' SUMMITr ASH B&B, 1 1/2" Cal Gd 17 GYMNOCLADUS DIOICUS KENTUCKY COFFEETREE B&B, 1 1/2" Cal. (CROSSWICK MALE) O Cs 88 COTONEASTER SALICIFOLIUS "REPANDENS" WILLOWLEAF COTONEASTER 15"-18" Li 10 LAGERSTROEMIA I NDICA "NATCH EZ" "NATCHEZ" CRAPEMYRTLE #10, 5-6 ® PI 450 PRUNUS LAUROCERASUS "OTTO LUYKEN" "OTTO LUYKEN" LAUREL 18"-24" 4'- 0" O.C. Lm 6320 LIRIOPE MUSCARI WARIEGATA" VARIEGATED LIRIOPE #1 1' - a, O.C. /: W ®R/ n !"! THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East High Street Charlottesville • Virginlo 22902.(434) 295°7131 Owner / Developer: University of Virginia Real Estate Foundation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22903 P: (434) 982-4848 F: (434) 982-4852 FINAL SITE PLAN LANDSCAPE PLAN Job Number: 06-50 Date: December 1, 2008 Revision: October 9, 2006 November 30, 2006 December 18, 2006 February 6, 2007 March 8, 2007 March 27, 2007 April 10, 2007 December 21, 2007 February 19, 2008 May 13, 2008 August 4, 2008 October 23, 2008 December 1, 2008 December 16, 2008 North: Scale: 1"=40' Sheet No.: L-1. 19 of 22 n TOWN CENTER 1 EXISTING 410 TOWN CENTER 3 FEE; 520,40 BFE; 507.07 315 TOTAL SPACES TOWN CENTER 2 UNDER CONSTRUCTION 1 LUMINAIRE SCHEDULE Symbol Label Qty C'aflog I tuniber Dzeuipt%n Lamp File Lumns LLF alllfatis go 0.0 AME -3 T3At}OMH-VLCG VERTICAL POSiTION. �4m me � METAL HALIDE CONVEX LENS 0.0 0.0 0.0 0.0 0.0 ��31040E1A+C.IE 36000 1.00 2140} J • E G�' Lms. S 0.0 0.0 CO 0.0 00 00 0.0 00 RWINSTON" CAST ALIS MINUM `.1 • Q000.0000.00 r°^ 0 0.00.0:^.(00.00.0 r s L / PemCO 1 008 1.00 175 HOUSING iNITH 0.0 0,a CO 0, 4 D 00.0 0.0 0.0 0.0 DO 0.0 QO cc HALIDE LAMP RATED AT Lighting - TYPE V ALUMINUM REFLECTOR, 14,000 LUMENS. 000.0 ac D. * 'd 01 .1 0.1 0.1 0.1 0.1 0.1 0.000 ` p REFLECTOR CLEAR GLASS 0 FLAT GLASS 0 0,0 0.0 _ .1 1 0.1 0.1 0, _ � J FALL CUT CLASS Q• 0.0 0.0 00 10: 0 02 0.2 0. 0. 0.2 1 0.5 r • ' - UN '/ y+ ' tea' • • • •��y'y��.�gji • • . , � •1 iii VV 60.00.00. 40.60 .t 74 C 0.5 .3 / 1 #+ .5 32.6 4.639 12. 0.9 w a w .0000.0 .00.00.0 # .33.16.7 S.a -7.14 2.5 i 0 C4 (CO4 0) 0.00.00. 3,35.98 139.59 3.3 3�> i .00.00.00 $ 4.79 71 26. 11A W w i + 0.00.00.0 .75.0 .0 b].45 0 r !E. -I �/�f` 0 0.00.00-10 0 287.010+ .77. 685, 7.8 .•try r.. , 0 O 0.00 2.1 5.2 8.5 .0 1 +A O 0.0 0.0 141.34.28 70.97+ .4588.8 / / 0. 0.0 0.0 0.1 - 3 OS 26 8 6 8 0 10.410,210.0 // 1 J . 03 0.0 0.0 0.'+ 04 0.6 1 3 6 5 E. 1 .0 0.0 0.0 0 s< -" 0 d 0.9 1,6 2. ♦ • f Com♦♦♦. ♦.♦♦ i♦I? I I /I. 00000.1 .02.84.95 61 1i 110 000.1' 'R 02.74.79.1 .3 5.43.5 1► C 0.0 0.00. 7 "lt 5.:(��8•'•�{.j .55-� '2 10.29. .0 0.0 ,, 76.71 35.10.6 / TOWN CENTER 4 0.0 O.0 0.1 336.710.2 95.110.1 0.1 / FFE� 520.40 C 0.0 0.0 0.1 'k 34 73 it. 1 5.4 ^ 7 60 "'.62.25.09 S 5. 357x 900990 O 212 TOTAL SPACES .4 0. 0.0 0.0 0.0 , 1.4 4.7 7 2 ' 0 6.00.00.00 ?030.719 I! .0 0.0 0.0 0. 1x +" 0.2 0.3 07 0.2 0.3 0. O0.00.00.0 J' 0.00.00.0 0.4 O.6 90.9 0.70.50.5 0.0 0,0 0. �DU 0.7 1.6 2.3 .2 3.3 1.9 0.9 6. S 3 ... . C O.0 00 0 - 5.0 5. 4 C 0 5571 - 0.0 1 •2.1 0 00 0.0 0.1 0 _X 3.7 [: / 45 .6 , 53111.25 410 TOWN CENTER 3 FEE; 520,40 BFE; 507.07 315 TOTAL SPACES TOWN CENTER 2 UNDER CONSTRUCTION 1 LUMINAIRE SCHEDULE Symbol Label Qty C'aflog I tuniber Dzeuipt%n Lamp File Lumns LLF alllfatis go AME T3 40OMH AME -3 T3At}OMH-VLCG VERTICAL POSiTION. �4m me � METAL HALIDE CONVEX LENS LUMEN RATING: 36,00() ��31040E1A+C.IE 36000 1.00 2140} J • E G�' Lms. S B RWINSTON" CAST ALIS MINUM `.1 • r°^ 10 SERIES CAST r s L 176 WATT ED28 IUIETAI. PemCO 1 008 1.00 175 HOUSING iNITH SPECULAR FLUTED HALIDE LAMP RATED AT Lighting - TYPE V ALUMINUM REFLECTOR, 14,000 LUMENS. WINSTON ` p REFLECTOR CLEAR GLASS 0 FLAT GLASS 0 CLEAR FLAT � J FALL CUT CLASS Q• / r • ' - UN '/ y+ ' tea' • • • •��y'y��.�gji • • . , � •1 iii VV , w a w a i 0 C4 (CO4 0) 3�> i �Cgg m W w i + r !E. -I �/�f` .-aaoo .•try r.. 1 +A / / 1 J . 1 ♦ • f Com♦♦♦. ♦.♦♦ i♦I? I I /I. y� 1i G 1► 410 TOWN CENTER 3 FEE; 520,40 BFE; 507.07 315 TOTAL SPACES TOWN CENTER 2 UNDER CONSTRUCTION 1 LUMINAIRE SCHEDULE Symbol Label Qty C'aflog I tuniber Dzeuipt%n Lamp File Lumns LLF alllfatis go AME T3 40OMH AME -3 T3At}OMH-VLCG VERTICAL POSiTION. �4m me � METAL HALIDE CONVEX LENS LUMEN RATING: 36,00() ��31040E1A+C.IE 36000 1.00 2140} J • E G�' Lms. S B RWINSTON" CAST ALIS MINUM ONE CLEAR VBU M57 r°^ 10 SERIES CAST HOUSING, FORMED 176 WATT ED28 IUIETAI. 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C. 0.20.20.20,20.30.404 GA 0.4040.3030303 0.2 0. 0.10.1020.20 0.20.2.0.10,20.20.30.30.3030.30.30.30.2 1 0-1 0.1 0. 2 0.2 0.1 0.1 0., 0.2 0.2 03 03 0.3 0.3 C 0:0.10.1 .1010.101 0.10.10.20.2020.20.2 J 01 01 0.1 01 01 0.1 0.1 01 01 0.2 0.2 0.1 .1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 J .1 0.1 0.1 0.1 0.1 0.1 0.1 GA 0.1 0.1 0.1 011 `0.1 0.1 0.f •01.,u , i PHOTOMETRIC PLAN 2 0 FREDERICK L "� HUgC �� kN . 18199 oxAL � Sheet No. SL -1.0 Sheet 1 of 2 m go Y U �4m me � I4 v"Q 22 W W J • E G�' U 0 d, Q. V ,-- 0 �E--4 r°^ 0 0 D V Z a w0 ` p z 0 caL/^`j 0 v J Q• - UN VV w a w a 0 C4 (CO4 0) 3�> i �Cgg m W w i .-aaoo Sheet No. SL -1.0 Sheet 1 of 2 m ,Z af"y Y U O � I4 Z O W W J • E G�' U 0 d, Q. ,-- 0 �E--4 a 0 0 D 00 a a z 0 4 0 Sheet No. SL -1.0 Sheet 1 of 2 P, A F lowm thr LVAA W tAUAW AW4EPRIZ" oder d. ME 175w -J1 AME -1 14" 14" 1 W 2!' Fiat nvmss 35 40OW AME2' r2 19' 19' 12' 2p aepi 50 11000W TYPE A AME -3 23" 23' 13' 2" c0rW'X aims OrIv 70 A - 23 t GL"s1'115' 10WIN I AME -4 23 R- 75 The American Series featlims the mcaA advanceit lighting reflector sys. Arne Baan is otered in four enclosure smes and five distribution pat - tem avallable today. S/IsionTIO Is a patsnteftd. revolutionary now m- terns, induding a special fwward throw T4 -A mflattor for auto cleater flector systam unlike any other, The fat le6% vertical lamp, IES full cut. ship front line liGhting, VmbnTh' Reflector SYStarn allows the use of fewer off lurninalre is Dark Sky certified to rest.&I light trespass, glare 9M fight flxtLres and polies Mth wider spacings, providing substantial equipment, p-rill4on for neigh5orhood4friendly ould= lighting, (Corlvex 91 -ass iens is Installation and energy coet savings. available When required,) American is a proven performer for auto dealerships, &tx*rAn9 mritem. The clean, compact housing style festoes a decorstIve reveal avaWte parking jols and general area lighting, A wide seleacri of figlit: Sources ro 00 00 watts are ofered in Metal Halide, H4h Pressures in corrlplemienta.V or Contrasting colors, CmPuterized precision machin- f ml through 10 Metal hich rov es ery and qualfty rraterials ewire manufacbaring to the highest WaWy Sodium, and the new Fulse Start Me w P We awdards- oxW lent offtienc4 lumen maintenance and (oaken. L 1.111 400 MH BOA 10 BZ RON- 4, MEL a AMS -1 0 100 (inti) PS, HPS eba2mMerm �Wl__ FW a=!; a Type I o 150 (15D) PSI HPS a 120 a Dolti-on Arm W 0 aror;ze 15101_dro vwape (T2) o 175 (ITS) W.- IT, PS (l) (13OA6) Wl a (PC120) m (pC203) (m), (P), (S) Cl 208 0 Black a (PC240) a (PC277) (SK) a (PCR480) (2) 13 WA -Or Arm 10' a White 0 Photo Recaptada r3 At E'2 0 254 (25!)) PAH, PS, HPS z) 240 (BOA10) V 'IM sh"aw ir Fmt MIMS 12 Type 111 0 320 (M) PS (3) Svppr*d for MP AME (PER) .'Ccvvex C (T3) 0 400 (400) M14. PSI HPS Cklad MoUrOns, a Quartz Restrike *Reduftd E"veiftipt (p), (6) a 277 13 Gray (QR) 2 Lamp &V Mew 11 (4) F—us-fing 0 4W 13 SpWerrJount MY) 11 S11'Ver Metallic *Sjh_qlv InJUne Fuse (5) JSM) '4-io-An- D ARIS-3 0 Type IV 0 400 (400) N -01H, PSI HIPS (SL) a (SF120) 0 (51=277) Convex Gli4s3 (T4) 0 750 (750) PS 12 M.Tap 13 Custom *Double In-Lirw Fuse E2 1000 (to") PAR, PSI HIPS (6) VCC) 'Soft -*i 0V&W& 'FteducW Emmlopq col Stripe E3 (OF208) 0 (DF240%F ft (P), (S) 13 (OF480) a C3 t3 C L -U&_14 M_ a Type r%X A t— - - 27TV trgms JiAWP) lu W Vd-Elred E 0 House &de 1-101 t &"0d n AME -4 Automotive tJ 760 (750) PS C! i19 apipm fialp, (L$) Gds(T4A) a 1000 (to") N1.9, PSI HIPS S. Tap a si�'& thwiz- 1W Com -ex Glass Lens 'ND1 Aio`ailade *Raftcad Enealme (W (7) 13 4rAd WeALt (4tj AlK.-I & 2 & I WJ ('0"Pu 93 a a SlwkdnTd for MCC) 4DOB 10DOW *AME -1 Uri* RPP -1 4a arm. Round Palo Plate Adaptor MR- MeA911 Hand� MH onty"Mred 0 Mani; Walk 114 (RPP) I r, AM urjaw PS - Pubm SIM 309cilled. *RWX4 Pl* plift C Cis, w NteWrG W) Wia Cwt Wall Plate a Type V . ALW19 aft Ad2fto �RPP5 are WS - XG. h Pmv%ite Wwavaklife; lobe advad (DAWP) sodftwrn r (TS) smarotl�. 477 T Z.; at tat T, 3 TYPE P1 Square Non -Tapered Steel Pole Pate Shaft -ASTMASM Grade Btjbhg%-vfth minimum yield strarigth of4-U00 PSI. Shalt is furnished %tt ground lug inside pole, opposite hand hole opening. 45 13 7(7) Haw Mole 2M arA SMWW. Base Plate 13 G Fj R 0aplp e Fc x 0.94 _} WIA Tylalpa SAsav Ping' base is A5TPJ1­A36 hot rolled stee!, meets or ryfinknurn L (OF4 To 25'14 Square Non -Tapered Steel Pole Pate Shaft -ASTMASM Grade Btjbhg%-vfth minimum yield strarigth of4-U00 PSI. Shalt is furnished %tt ground lug inside pole, opposite hand hole opening. MORMON 13 (4' x 4) 12 11 (11) 13 1 1:3 3 Dolt -On -Arm SNTS 45 13 7(7) BASSAABASS(3WX3r 0 14' 2M arA SMWW. Base Plate 13 G Fj R 0aplp e Fc x 0.94 _} WIA Tylalpa SAsav Ping' base is A5TPJ1­A36 hot rolled stee!, meets or ryfinknurn PZ) (OF4 To 25'14 - RPS R. x 1.85 yield warip of 36,000 PSI. NEED, as Cl Black ist9rdard timd H&I Sho& W I of W-2 F'n=K1m11-TaP W!11'.4 12MM Ecomplawars a 201 No WINSMEM n 13180 (D2) *-W (8 K) 0 Cl 22' C3 12' Base Cover CC -011-A" COICT IR4.N;r1z-rAaI Per-aa(w Full CW-01177ype IV E-4 w D WNle t3 Coupling • Fabricated from heavy gauge quzlity aluminurr. Two pl�ee cover k4 easy oIlia() IRS-VERT=Vertka! Nfirtler Ftdl Cif, 311' IyFe V a 25, BASS (11"XW) This exam* illusfma,*es the standard ardefirig sellierce- Select ewe PA of 15"et*y see *TA benro-ft 240 PC VP ft orclenng rjurrWr trom the Orderbig Chan obwe The ritimber in rhe Cl 28' example specifies the Winston fixtre Aith glasseflector; Fuse, sinde momt, a DDO (D9) 1-1111 13 Green 400 W P*W halide blip: 240 WN pWo controf "m; verde P61-0 wish. Nber V_ 0 20' 13 12" n 22' BASE 01 {t"x36"3El 150 Perncn Way-LVjWngtm, U IoV ftyr. 30ZZ2=3 fax 3W9LMn WA#.-4penr,)fi;lH"g=rn pen ix r�tcam,cr�a Grey a Custom Soft Circle Ganott Fw"y ss stftwum &Ise &W FO*S Adl poles are sli;�blastled and OL"aned to a near -white finish p6cr to paint- 0 m (TO) (GY) a. 2111 and TMar, Ing. A Quall -Guaffdlil textured thermoset t polyester pov4er coat is then ap- D% (CBC) T"Wd plied to a minirrPirn of 3 mils. and then oven baked at a temperature of 400 - I 0 dc-groas Fahrenheit to promette exceptional adherence and finish hardness. Pole finish is warranted for a full tffo years An optional fire yearextended vtarrarRy is also EvallaMe. Anchor 1361ts -Poles we provd-2d with fully ga"nL*ed anchor bogs, vWIh double nt ftand Yr gess. Wis cwf= toASTWAX meets or gxoeeds a minimum yieldrength 2*.000 PSI, st NTS 5S 7 20' 12 1 D180 BZ MORMON 13 (4' x 4) 12 11 (11) 13 1 1:3 3 Dolt -On -Arm SNTS 45 13 7(7) BASSAABASS(3WX3r 0 14' Fc x 0,53 13 Shgte (SI) W- 13 Bronze 13 G Fj R 0aplp e Fc x 0.94 cm WIA "'Wac:) D 16' To 1 WJP4 PZ) (OF4 To 25'14 - RPS R. x 1.85 18' NEED, as Cl Black ist9rdard timd H&I Sho& W I of W-2 F'n=K1m11-TaP W!11'.4 12MM Ecomplawars a 201 No WINSMEM n 13180 (D2) *-W (8 K) 0 Cl 22' C3 12' a 1 CC -011-A" COICT IR4.N;r1z-rAaI Per-aa(w Full CW-01177ype IV E-4 w D WNle t3 Coupling Clrdmanq Butple oIlia() IRS-VERT=Vertka! Nfirtler Ftdl Cif, 311' IyFe V a 25, BASS (11"XW) This exam* illusfma,*es the standard ardefirig sellierce- Select ewe PA of 15"et*y see *TA benro-ft 240 PC VP ft orclenng rjurrWr trom the Orderbig Chan obwe The ritimber in rhe Cl 28' example specifies the Winston fixtre Aith glasseflector; Fuse, sinde momt, a DDO (D9) 1-1111 13 Green 400 W P*W halide blip: 240 WN pWo controf "m; verde P61-0 wish. Nber [3 11 (11) 0 20' 13 12" n 22' BASE 01 {t"x36"3El 150 Perncn Way-LVjWngtm, U IoV ftyr. 30ZZ2=3 fax 3W9LMn WA#.-4penr,)fi;lH"g=rn pen ix r�tcam,cr�a Grey a Custom Soft Circle Ganott Fw"y ss M 7 (7) 0 25' 024"W.) 0 m (TO) (GY) qr r4 'a 04 (D 0 D% (CBC) 1:1 28' to Silver a 30! a 35r Metallic 13 Cuad (OD) + (SL) as (6- X 6') 13 7 (7) 0 287 a 12" U 1 M Custom 3VI 2-BASEM (I -X36-1 Tori3!0' on Options Z I (12AV-(CC) V (7238R) Custom Elose ca 2.718. (7278R) (73R) 21,2 at iTI 111,119 11, InNN W -Ml NOW 010 _W 91 �M6 ISOFMCMDLE LWES OF UMUMA1. ILLUMMMON PK 14 FOOTCANDLE Value how an 160 UPS t%MWWCDCIrtV r-Wric Alternate WaN Mouni F1414D I To 1 W,.'V 114,11 * Fc x 0,53 To 175W Ulm Fc x 0.94 cm WIA Fc x 1.2B To 1 WJP4 HPS Fe x 0.60 To 25'14 - RPS R. x 1.85 ME NEED, as NIP 7M M, IM 5a,04,701 -At IWAH, 120,209, wwpldpml MEN Sho& W I of W-2 F'n=K1m11-TaP W!11'.4 12MM Ecomplawars a No WINSMEM Trsf-Tap Mount VD -Fuse, dotitlie, 0 W3-flvizrugal Paffeaor Full CU -04 Type III W -Sid., Wourd CC -011-A" COICT IR4.N;r1z-rAaI Per-aa(w Full CW-01177ype IV E-4 w lR5=Fcn:T,=z! Peff-mEor Full C41 -Off Typ V Clrdmanq Butple oIlia() Alternate WaN Mouni F1414D I To 1 W,.'V 114,11 * Fc x 0,53 To 175W MH Fc x 0.94 To 25OW MIH Fc x 1.2B To 1 WJP4 HPS Fe x 0.60 To 25'14 - RPS R. x 1.85 Alternate WaN Mouni F1414D I 11vibir Arm PS(' -7R Fole Mount Amn Types 11, 1111, K.arld V segmented PPMB-17 lrefledor, sptems are jail cm -off NVIN-W I -FGr-R5-TM- I 50,MH-MT-BK and. -'dark fir' CoMpliant.mMen OPTIONS specified with afiat Top Mourit MODEL RULECTOR MOUNT LAMP LAMP VOLTS 24* 114 M_ jA A 'N ION T Cim Rims - W I Slunip IES Type IN WaN Mouni F1414D I 11vibir Arm PS(' -7R Type IV q Types 11, 1111, K.arld V segmented 'TYPE BB lrefledor, sptems are jail cm -off NVIN-W I -FGr-R5-TM- I 50,MH-MT-BK and. -'dark fir' CoMpliant.mMen OPTIONS specified with afiat 'lens.:: MODEL RULECTOR MOUNT LAMP LAMP VOLTS NUMBER See W—Vw6no lypes Iffigh fts9tre 50'm D.teSat Haim Dn=wopped Lem - glass - stand&d sod rrftt'A!1,�ln WM 'I," IES Type 11 NIP 7M M, IM 5a,04,701 -At IWAH, 120,209, FL=Flat Lens - glass 440ndw rMActiw IES Type IN 2005.250'x, M 15M4H. 175W. 240, 277 Side-Ywunt I-Virtston ulth solidIES Type IV q 25WH, 410,11-1 10'T 1t STsat� jrJlsectlon and I.V-2 shade OPTIONS ktounthq Electrical FiniSh > MP=71;,,PadDJ Nipple, PC=Ft1CA4 COMM sultv-, RK=Blad (Slarlbrd) Dn=wopped Lem - glass - stand&d sod rrftt'A!1,�ln CR=Casl Fikig3 FS=Fuse, sinals U=11renza MUun FL=Flat Lens - glass 440ndw rMActiw Sho& W I of W-2 F'n=K1m11-TaP W!11'.4 klp-varm Paula pp-P&Mer PM0,4 FG.Fr%led Gw.s te!'_ - 00 16-Wimm fludswion W&WAA Mount Ifill-Indraiao Lamp AL-AlfwyNd WlAllilte W.KidwiAal Refkxtor Full CAR -Off Typm It Loimred mlt[5e0ton Trsf-Tap Mount VD -Fuse, dotitlie, SM-Sllyerklemlk W3-flvizrugal Paffeaor Full CU -04 Type III W -Sid., Wourd CC -011-A" COICT IR4.N;r1z-rAaI Per-aa(w Full CW-01177ype IV E-4 w lR5=Fcn:T,=z! Peff-mEor Full C41 -Off Typ V Clrdmanq Butple oIlia() IRS-VERT=Vertka! Nfirtler Ftdl Cif, 311' IyFe V This exam* illusfma,*es the standard ardefirig sellierce- Select ewe PA of WIN R3 400 MH 240 PC VP ft orclenng rjurrWr trom the Orderbig Chan obwe The ritimber in rhe < example specifies the Winston fixtre Aith glasseflector; Fuse, sinde momt, Rei nctnr Lamp xhdtaga 01ptions finisIm Modelum 400 W P*W halide blip: 240 WN pWo controf "m; verde P61-0 wish. Nber C-6 (2008) Products, Inc. 150 Perncn Way-LVjWngtm, U IoV ftyr. 30ZZ2=3 fax 3W9LMn WA#.-4penr,)fi;lH"g=rn pen ix r�tcam,cr�a MWMCK L 'fl FIXTURE SPEC SHEETS "UC``° SCALE: N/A NO. 18199 rrSheet No. SL -2.0 Sheet 2 of 2 0- W 0 C,4 > r1rY7 _j =0 WW Z Z 0> rX4 <Z 08 IL w0 E-4 w Z r_ o oIlia() 5 U1 6 D < U < r3 1.-0 Z co- 0 t) 0 Uj _j o qr r4 'a 04 (D 0 0 < t)W X 0 M 00 - I 0 rrSheet No. SL -2.0 Sheet 2 of 2 0- W WW Z y 0> rX4 IL E-4 w o P-1 5 U1 6 D < 00 < r3 Z co- Z 0 0 rrSheet No. SL -2.0 Sheet 2 of 2