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SDP200600113 Plan - Approved 2007-05-08
University of Virginia Research Park Town Center Buildings Three and Four FINAL SITE PLAN SDP 2006-00113 THE COUNTY OF ALBEMARLE, VIRGINIA RIVANNA MAGISTERIAL DISTRICT 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 Building Square Footage: 83,666 70,583 154,249 sf Floor Area Ratio: Maximum Building Height: Number of Employees: Industrial/Commercial Use: Lot Coveraae: (Lease Area) Building Footprint: Parking and Driveways: Landscaped Areas: Maximum Impervious Area: Lease Area: ± 7.39 Acres 0.48 (Based on lease area) 56.0' 280 0 sf 46,060 sf 190,085 sf (Lease Area) 1.97 Acres (Lease Area) 236,145 sf 8. Parking Statistics a. Required Parking Spaces: Commercial Office: One Space per 200 sf of Net Floor Space Gross Combined Floor Space = 154,249 sf Net Floor Space = 80% NFS = 123,399 sf Required Spaces: 617 (14.3%) (59.1%) (26.6%) (73.4%) b. Traffic Demand Managment Reductions: High Occupancy Vehicle Spaces: (2) Spaces per HOV Space (88) Bicycle Racks: (3) Spaces per Rack (24) Scooter/Motorcycle Rack: (1) spaces per 32 sf Surface area (11) Total Reduction of Required Spaces: (123) 19.9% Total Spaces Required after Reduction : 494 c. Provided Parking Spaces: On Site: Regular: 436 HOV: 44 Scooter/Motorcycle: 11 Handicap: 14 Total: 505 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 + (154,249-8,000 / 20,000) = 9 Loading Spaces Provided: 4 (Waiver Requested) 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. 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. I. 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. 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. VICINITY MAP ac 51TE 'tirPo �zR411 SHEET INDEX G C-1.0 1. Owner/Developer: 10. General Construction Notes: 12. Stormwater Management C-2.1 University of Virginia Foundation A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of A. The site lies within two different watersheds. Town Center Three will primarily drain via C-3.0 465 Crestwood Drive Transportation. The term County refers to the County of Albemarle, Virginia. surface flow and proposed stormwater piping to an existing stormwater management C-4.0 Charlottesville, VA 22903 C-4.1 basin located northeast of the project area. Town Center Four will primarily drain via C-4.2 Tel: 434.982.4848 B. Prior to any construction within any existing public right-of-way, including connection surface flow and proposed stormwater piping to an existing stormwater management C-5.1 Fax: 434.982.4852 to any existing road, a permit shall be obtained from the Virginia Department of basin located southwest of the project area. Each of the existing basins were C-7.0 waterline Plan and Profile Transportation (VDOT). This plan as drawn may not accurately reflect the requirements designed and constructed with full build -out of the subject sub -area of the Research C-8.0 2. Landscape Architects/Engineers/Planners of the permit. Where any discrepancies occur the requirements of the permit shall Park incorporated. ES -2.0 The Cox Company govern. Erosion & Sediment Control Plan L-1.0 220 East High Street L-2.0 B. The site does not lie within a reservoir watershed. The stormwater from the site flows SL -1.0 Charlottesville, Virginia 22902 C. All materials and construction methods shall conform to current specifications and northeastward to the North Fork of the Rivanna River. Filled Box Indicates Drawing Included in Set Tel: 434.295.7131 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). 13. North Fork Research Park Total Buildout Statistics 3. Source of Information: WV) F►U County Research and/or Owner provided. D. Erosion and siltation control measures shall be provided in accordance with the Complete Building Density approved erosion control plan and shall be installed prior to any clearing, grading or Year Acerage 4. Source of Survey: Y other construction. Microaire 1995 4.8 46,000 77,000 Kirk Hughes 8, Associates (Field Survey), May, 2005 Motion Control 1996 4.0 25,000 60,000 Jim Bell (Aerial Topography), 1997 E. All slopes and disturbed areas are to be fertilized, seeded and mulched. The PRA 1998 6.5 82,577 82,577 maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser Town Center One 2000 6.6 70,583 70,563 5. Parcel Information: slopes of 3:1 or better are to be achieved. Biotage 2002 7.1 51,000 60,000 This is an internal parcel to the North Fork Office Park, Parcel E, 33.26 acres ETC 2002 3.0 41,778 41,778 TMP 32-6A, n/f University of Virginia Foundation F. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of Town Center Two 2006 4.3 83,666 Current Use: Commercial Office the Albemarle County Director of Engineering, or the Director's designee, it is deemed Total 36.3 400,584 391,918 Deed Book 2712, p 325; DB 2635, p 454; DB 1936, p 589; DB 1684, p 225. necessary in order to stabilize a drainage channel. Zoning: PD -IP, This Property lies within the Airport Impact Area (AIA) Acerage Dev. GSF Density Proffers: As listed in the proffer statement by University of Virginia Real Estate Foundation, G. Compliance with the minimum pavement width, as shown on the typical Capacity 307.0 3,000,000 3,000,000 March 21, 1996 (Ref. ZMA-95-04, ZMA-98-27). pavement/road section detail, shall be strictly adhered to. Exceptions will not be Developed/Sold 6.6 400,584 391,918 Watershed: Rivanno River allowed. Total Remaining 300.0 2,599,416 2,583,028 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 Building Square Footage: 83,666 70,583 154,249 sf Floor Area Ratio: Maximum Building Height: Number of Employees: Industrial/Commercial Use: Lot Coveraae: (Lease Area) Building Footprint: Parking and Driveways: Landscaped Areas: Maximum Impervious Area: Lease Area: ± 7.39 Acres 0.48 (Based on lease area) 56.0' 280 0 sf 46,060 sf 190,085 sf (Lease Area) 1.97 Acres (Lease Area) 236,145 sf 8. Parking Statistics a. Required Parking Spaces: Commercial Office: One Space per 200 sf of Net Floor Space Gross Combined Floor Space = 154,249 sf Net Floor Space = 80% NFS = 123,399 sf Required Spaces: 617 (14.3%) (59.1%) (26.6%) (73.4%) b. Traffic Demand Managment Reductions: High Occupancy Vehicle Spaces: (2) Spaces per HOV Space (88) Bicycle Racks: (3) Spaces per Rack (24) Scooter/Motorcycle Rack: (1) spaces per 32 sf Surface area (11) Total Reduction of Required Spaces: (123) 19.9% Total Spaces Required after Reduction : 494 c. Provided Parking Spaces: On Site: Regular: 436 HOV: 44 Scooter/Motorcycle: 11 Handicap: 14 Total: 505 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 + (154,249-8,000 / 20,000) = 9 Loading Spaces Provided: 4 (Waiver Requested) 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. 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. I. 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. 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. VICINITY MAP ac 51TE 'tirPo �zR411 SHEET INDEX G 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 Existing Sanitary Sewer Profiles C-8.0 General Details ES -1.0 Erosion & Sediment Control Narrative ES -2.0 Erosion & Sediment Control Details 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 THE COX COMPANY ora F3p. • Urhan Desoi 120 Cml Mgh Sheet Ch.,b.ftht 22902 •/131) 195.7131 Owner / Developer. University of virguua Real Estate Foanda 'hon 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia P: (434) 982-4W F: (434) 9824852 FINAL SITE PLAN SZ SIGNATURE PANEL Cie Almode Co. Dept. offtommunity Development- Zoning & Current Development Date OL 5/1 zoo Albemarle Co of m bpment - Engineering Division Date U� #S•O& • n Albtorke County Dlvisioa of Fre and Rescue Date 6 �i� s'(7 (07 Albemarle County Service Auth 4L Date /7 Virginia Depart nt of Transportation Tote THE COX COMPANY ora F3p. • Urhan Desoi 120 Cml Mgh Sheet Ch.,b.ftht 22902 •/131) 195.7131 Owner / Developer. University of virguua Real Estate Foanda 'hon 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia P: (434) 982-4W F: (434) 9824852 FINAL SITE PLAN SZ Cie OL � U� Z Q LU L/) LLJ LLJ W <J Q W Loun \ J U_ r U LL OZ° 0 WV) F►U w Z ZD COVER SHEET Job Number: 06-50 ceznFCATERo _ ms Date: April 10, 2007 Revision: October 9, 2006 November 6, 2006 November 30, 2006 February 13, 2007 March 8, 2007 April 10, 2007 1 North: Scale: As Noted Sheet No.: C-1.0 1 of 22 551.4 / X X_ 2$77, � � � \ \ \ 482.9 i X \ \ 481.4 A \ \ �� S K� w 5493 •q K IX. MR. 10 / C�% \ \ \ \ THE COX COMPANY Monne- LorM� AmWects OW Engiro • Urban DesVp FILM ELEV.-524.18' 1u � \ 482.5 \ Ma X y3 X 227Cosl NTBh Sheol Chalo�vft.Vkphig X 549.3 r X 547.5 ' 1991E I _ � 71902 •/431/ 295-713131.7 / X 50.9 \ \ \\ \ E 23� l \ / r ` OFM 549.3 319.3 TREE 'S I X5710 \ ®/ n\ \ \`\ \\ LV. At48, I �' W Q / l ?4 \ \ 7 489.3 \ti' Owner / Developer. Universi of Vlr81'nia X OAD ±IEE x \ GPAiS 5 TREE TCUIFIN I6' On YOF E PFOB110 ° I � COMM O IX. �� / \ �\ \ \ \I \ \\ `"'\\ \ �+4a1 � �.// z V. \ \ Real Estate Foundatlon 465 Crestwood Drive P.O. Box 400218 MEV-5zsm, `�\\ \\ 1\ g°\ 4 / / + \ �\ 491.3 \ Charlottesville, Virginia 22903 \\ • I PNRiWIMPIALs\\ \ \\ \ \\ \\\ \ \ \ P: (434) 982-4848 \ \\ M,H, I Ex.i1N \ 511.6 570.2 \�\`�� \\�i,. `�,o /a�\ \ \\ u\ \ �� ..'� wiw� / / 4 MRD- / \\ \ 4914 \ \ S +' \ \ + F: (434) 9824852 'Sal 1 X \ .\� \ \\\\ \ \\\ IX. 2 /9 t9q �.' Y, l TAX IUP 32 PARCEL 6A 'M" CDM Two, PARCEL \ \ 489.1 / \\\ \�\ 7.7 531. a II I 1REE 541 i� REOBLO'e '° e gg H 1 � \ \� \ •` \ \ \� \4� \\N \ \ \\ IOL \\ ® ` 711 JU/ i UNOEp , semu4ifts 7 \ �. h 'J �f � Q7 � S9E gMEA uwmvn YwaRE ra9anox D.B.2712 325 IMIFL'OROfD PIAT BY TRDWS OAIED AM S. 2006 n� \ \ \ X39923 773 Nn. \ \ E115Q2377.32 \ \ E1.-449.45 ASIW I PA7 I t TAX IUP 32, PNICEL 19G \\ \" \ `` _ _-• _- DlF1O/l 7@ ` \�7 \ DL , ®rl' �iy''r1�i'`1. \\\\ FINAL X I II 531.1 I I 570.9 'rOMN CENTER OE' PARCR 6.381 ACRES ��X �yC�`,� .�` \ / I ', I. _ 3 YI 523.1 ASPNNT 7 . I✓R / fLOOt EIEV.-525.01' 77 `` = _\ _ _ 7_` _ \ 1 \ ` %% `` `�� 7 \\ \ \ \ \ S / 76➢2 487.3 \ \� \ 1-6.66' \\ \ SITE .l UWARSP O wUJ1M FOUIXTICK C.B. 27,2 Pg 325 PARKING'527.9 \ �L / EX. 10 , `_'� �>i��� :� 1 - q- SO , _ T 071 z. ` \\\ �� \\ \ PLl11Y 5 1R'� / DI. 15 I / 5' 570.7 X5287 D.B. 2216. Py 642 Pur / ysF�, %"7_"- /' 522.3 / / X / i _ $ 523., �' 711. "'�- �QRHy�1 X�J" �-�� n \��M57 �a 88 \ �1L` \ \ `\ , I QL'6 p 6 2' 529.9 / / 'X / . / i 5231 ,// \` fU,j� `- 7fa s \ LIG7 E7C ) -�/� 1 1 PNNNG 1 525.8 / / Y-� 522.3 �_7 \ ��� I V /� , S RV \ p \ 1 \ \5]0.5 1 TREE ., X529.6 mac,,'/// / 4• / _ \7r \\�317J `_ %� Y EIC 1 ,1•" �//T^_ \\ t/ \\\\\ EX \ \ / / ///,/ \aM1�\a 5111 Imim � Fx Mxp -_� / /� _ \/I/ \ \\• \\ 5' 1•X ///` ,// ��`_ �Kl �)` ��� p`S91!P $p_EX 1 `T / 4Cs�`\ 2 • \\ \ `` \ •; \ GP.A58 .� /526.9 pa X 529.7 •MVIE ,/ ,/ // ..44 / 521.1 4T X 520.9 X I 520.6 / Ib`- / 4 ` `��� �� �K/ _� �`�_ate _` IX. 1 , PNNNG \"^�\\\ \ \ ♦ y 529.9 , , ` / 4• qi'� / X 520.6 UNDER CONSTRUCTION AREA X \ \ ASR PARKING / 77.591E 4" \ \ X5X2 // FX.ftll i,l \ Z 1 \\ 4• 522.7 1 \ \� E. _ II / < old 3 � IX. 5' WXPIE 527.7 , / / 52.2']1 / ' � �- n 461.1 I' �-����� 11$ __��� 527.6 3265 528.8 YN3E �, \470\' 5212 � / BPoISN ` 519.9 i� 520.1 X X _ Yp /// SFD•iM \ - �-0 / \ fj• BASIN � �_ � 5' X51624' ^\ / \ FA, Y.N p \ \ \aie \ I I // \ � \ -/ \ \ ( /� (^ 518.1 � / � � � �� - 41N IX 12 �• 1765 ;\ V / LLJ 527.1X I 516.9 j / 510.2 -� ``$• 478 w'P W J 5' T I lI _ 7K REIIBIID'a 5272 ,/ / / X j / 524.3 X \ X TAX MAP 32, PARCEL BA 194.FRSIIY OF 1Z Pq FOU0ITION D.B. 2712 Pq 325 GNSS \ \ 483.2 � 476.6 EX. 13 IX 14 ♦\ X m m. R \ �'�/ •� Q L ASPWLT I \\ 34.28' DR 1684, P9 226 PUT \ \\ w / I / PAIp6 i yp l L 2 526.5 \ /, // / i 5229 X 521.4 \\ \ 'g \ \ NV-449 1 W > i• < 515.4 s\s �� / 524.5 / / X \ ¢ ---� \ LL v O 526. X 529.7 529.9 \PLE X \ 5789 529.4 4 / BRUSH / \ 5\0 \ \ 520 //� O \\ II• 524 WASS W MUODS X 329.3 \ sroac P9E \ \ 197.7 \\ \ � 520 � \\ \ 521,1 X 047.9 EXISTING � CONDITION \� / \ ` SIOa(PlE EXHIBIT \ / 503.3 X \ 1 Sro X 516.1 0000 Job Number: \\ \ 06-50 \ / em 5oB \ \\ 16 X20 / qp a \\ A 519.659 I DRAINAGE STRUCTURES 116 01-38 L=10' 128 MA4IOLF SANITARY SEWER STRUCTURES IX yWARY SEWER WMW is LEGEND: NOTES: TOP ELEVATION- 500.95' DI-3C L-8' TOP EIDATION- 531.21' TOP EIEVATI N- 523.42' OF yfv 12 18'C.M.P. N- 494.7' TOP ELIVATION- 480.01' 21' C.M.P. OUr= 491.5' 8' P.V.C. N- 512.6' 36' R.CP. N- 509.0' EK SANITARY SEWER WORE 11 TOP EUVATON- 478.39' B' P.Y.C. 9M 516.1' B' P.V.C. OUr= 516.3' AB = ARV ABANDONED LINE 0 = MANHOLE = AIR RELEASE VALVE 1.) Horizontal Datum: NAD-83 Virginia South Zone 27' C.M.P. 114-460.9' 30' C.Y.P. N- 460.7' 119 Di-313 L-12' 36' R.C.P. OUT= 509.0' e' P.V.C. N= 473.6' ASPH = ASPHALT ® = WATER VALVE 2.) Vertical Datum: NAVD-88 Date: 18' C.Y.P. M- 468.5' 8' P.V.C. OUT- 473.3' IX SNWTARY SEWER MANNOF 10 1 BW = BOTTOM OF WALL � Benchmark: University Virginia "NF2," s" U A. 0136 9 December 18, 2006 IOP ELEWIMRI- 51030' n9 oH>B L-6' TDP ETF/A7ION- 523.54' CB = = FIRE HYDRANT STORM DRAINAGE CURB BOX of brass disk set in concrete, located 4.5' Revision: 42' C.Y.P. N- 449.6 27' C.Y.P. N- 507.0' TW ELEVATION- 527.4' IX. SANOARY SEWER MVIIOtE #2 8' P.V.C. 5514. from the face of curb on the east side of Lewis and Clark Drive approximately NO. 2317 CG-3 = CONCRETE CURB 41' C.Y.P. OUT= 1487' 15' C.MP. 501.5' 36' R.C.P. 506.2' 498.90' TOP F.C. 11- OU 8' P.V.C. OUT= 514.6' CG-6 [J] = GAS VALVE = CONCRETE CURB AND GUTTER 370' north of the intersection with Discovery Drive. 4 b 24w"1 OU 2T c.MP. aur= 501.x' 13 WMIDLE our. 36' R.C.P. aur= SDs.5' 4 6' P.v.c. N- 479.3' a' P.V.c. N (SNB)- 481.0' Ex. SANIWIY SEWER MANHOLE 111 CIP = CAST-IRON PIPE 6 = UTILITY POLE Elevation = 543.93't 4 October 9, 2006 April 8, 2007 TOP REWITION- 482.04' 120 WMW 130 DI-38 L-6' 8' D.I.P. N- 485.1' TOP 11EYATION- 527.13' CMP = CORREGATED METAL PIPE Temporary benchmark at southwest corner of existing DI-25 shown hereon. 4ryD 30' R.C.P. IN- 164.5' TOP ELEVATION- 510.35' TOP EIEVATIpI- 524.92' 8' P.V.C. OUT- 479.1' 8' P.Y.C. N- 513.3' CO = CLEAN-OUT }.0 = LAMP POST Su NIS 30' C.M.P. OUT- 464.7' 12' NDAL N= 502.3' 36' R.C.P. N- 503.9' 8' D.I.P. OUT- 513.1' C or CONC = CONCRETE ® = WATER METER 3.) The locations of existing underground utilities are shown in an approximate way 12' HARE N- 501.5' 36' R.C.P. OUT- 502.0' EX. SANITARY SEWER 11V4NOLE 3 COAD = CONDUIT y g g 9 17 ILAM101E TOP ELEVATION- 50889 1 only. The following sources were utilized in drafting the locations of underground 6' N.DP.E N= 504,9' TOP ELEVATION- 481.24' 15' C.Y.P. OR- 5020' 131 END SECTION e' D.I.P. N (FROM SX)- 583.7'(MP) CSW = CONCRETE SIDEWALK ® = WATER MANHOLE utilities: field surveys of marked lines; topographic maps, as-built plans, and site TOPOGRAPHIC SURVEY: 27' R.C.P. IN- 467.5' 36' R.C.P. OUT= 497.7' 8' P.V.C. N (FROM S.W.)- 500.7 DI = STORM DRAINAGE DROP INLET plans provided by the University of Virginia Foundation; and utility maps provided by 27' C.Y.P. OAT- 167.6' 121 DI-38 L-8' 132 MN•IOLE a P.V.C. IN (FRDY w.)- 501.6 8' P.Y.C. DIP = DUCTILE-IRON PIPE © = ELECTRIC VAULT & MANHOLE the University of Virginia Foundation and the utility companies. investigation The No underground determine the TOWN CENTER 3 & 4 SITES TOP ELEVATION- 522.41 IN (FRAM N.M.)- 500.8' DOG = DOGWOOD TREE of utilities was performed. contractor shall exact DF-7e L-4' i = TELEPHONE VAULT & MANHOLE 21' R.C.P. N- 511.6' IOP EIEVATMMM 4.5.93' 21' R.0.P. WT- 511.4' TOP MOON- 49880' 27' C.MP. N- 491.3' 8' P.V.C. OVr- 500.5' EP = EDGE OF PAVEMENT location of all existing utilities before commencing work. The contractor agrees to NORTH FORK RESEARCH PARK be fully for damages be by his 18' C.M.P. N- 4755 27' R.C.P. OAT= 491.0' EX SWTARY SEWER WMO E 14 EW = EN DWALL = TELEPHONE JUNCTION BOX responsible any and all which might occasioned or IV C.Y.P. N- 471.1 123 WM DLE TOP ELP/ATIOX- 534.47' GL = GAS LINE her failure to exactly locate and preserve any and all underground utilities. 18' C.Y.P. OUT- 471.5' TOP ELEVATION- 521.99' 8' P.V.C. N- 517.6' GM = GV = GAS METER = ELECTRIC JUNCTION BOX GAS VALVE Utility Operators: Sanitary Sewer - Albemarle County Service Authority RIVANNA MAGISTERIAL DISTRICT 24' R.C.P. N- 510.8' 19 0-39 L-8' 27' R.C.P. w- 5011.5' 8' P.V.C. OUT- 517.4' HDPE = HIGH DENSITY POLYETHYLENE PIPE ❑A = ELECTRIC TRANSFORMER Water - Albemarle County Service Authority ALBEMARLE COUNTY VIRGINIA TOP BMW- 485.44' IV N.D.P.E. 91- 515.1' DL SANRARY SEWER YANUE 15 LV = LOW VOLTAGE ® = GAS METER Telephone - Sprint, UVa 9 IB' C.Y.P. N- 4902' 27' C.MP. OUT- 509.3' TOP UVATIN- 533.03' MB = MAIL BOX Television - Adelphia ,8' C.N.P. CUT- 476.9' r (P.V.C.?) N 6 OUT- 513.6±' MH = MANHOLE T = SIGN POST Electric - Dominion Virginia Power AUGUST 157 2006 21 L 38 L 12 1,2 521.6 L=12' TOP F.C. sIRLIcnNRE IS ) OHE = OVERHEAD ELECTRIC LINE Gas - City of Charlottesville North: WN. EVAT TOP ElEVA1ION- 179.09' 8' P.V.C. 9N- 517.7 D. SANITARY SEWER YAMIUE 16 OHT o = POST or BOLLARD = OVERHEAD TELEPHONE LINE Miss Utility Contact Information: 15' C.M.P. N- 4722' 18' R.C.P. OUT- 517.3' TOP ELEVATION- 530.59' OHTV = OVERHEAD TELEVISION LINEm = IRRIGATION CONTROL VALVE 1 -800-552-7001 Io 0 4o 80 lzo Peet s' C.M.P. our- 472.1' 6' D.I.P. N- 509.5' PE = POLYETHYLENE PIPE 125 DI-38 L-14' S' D.I.P. OUT- 509.5' PED = UTILITY PEDESTAL M = STANDPIPE 4.) Prepared for: University of Virginia FoundationScale: SCALE: 1"=40' 113 DI-3B L-8' WP REVATMN- 5250 TOP MAIM- 477.95' 15' R.C.P. OUr- 5220' EX. SA WARY SEWER MNANOE 07 PIV = RCP POST INDICATOR VALVE = REINFORCED CONCRETE PIPE 0 = EMERGENCY TELEPHONE 5.) Only the areas within the "Survey Limits" shown hereon were surveyed by Kirk CONTOUR INTERVAL = 2' 1„ = 40' 15' C.Y.P. M- 472.5' 15' C.Y.P. qlr= 472.3' 126 O-3B l-17' TOP 11EVIN DN-(FR 50jIl) 9' D.I.P. N (FROM 111)- 494.0' SD = STORM DRAIN LINE (� 0 = TREE or BUSH Hughes and Associates. The topographic and lanimetric information outside of 9rP Sheet NO.: TOP ELEVATION- 522.2' 0-38 B' D.I.P. w (FROM j6)= 493.2' SP = SS = STANDPIPE SANITARY SEWER LINE these limits was surveyed by others and provided to us by the University of KIRK HUGHES & ASSOCIATES 114 L-10' 15' R.C.P. IAM 518.7 r P.V.C. OUR- 493.8' X = SPOT ELEVATION Virginia Foundation. TOP E1IVARO14- 478.01 ,8' R.C.P. ovr= 518.7' TW = TOP OF WALL LAND SURVEYORS do PLANNERS 15' C.M.P. OUT= 4726' 127 0-38 L-12' 115 DI-30 L-14' 70P 11044710X- 522.7' EX. SANITARY SEWER MWRFOLE 18 TOP ELLVAgN= 478.04' 8' P.N.C. w- 470.2' UGE UGT = = UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE 220 EAST HIGH STREET _ �i - l TOP MA7ION- 499.09' 18' R.C.P. N (FROM n4)- 515.9' 8' (P.V.C.?) OUT- 470.2' UGTV = UNDERGROUND TELEVISION LINE CHARLOTTESVILLE VIRGINIA 22902 L L 27' CANw P. - 494.1' IB' R.C.P. 515.9' WL = WATER LINE (434) 296-6942 27' CAP. N: 193.5' 24' R.C.P. OAN T- 51 515.5'.5' WM = WATER METER 27' CAP. oIR- 492.7' ? = UNKNOWN OR UNVERIFIED LOCATION FILE: 2006-068 DRWG: 06068-01 4of22 MMM ti. • // _ J _ J / � / / / ay 6 / i LEWIS & CLARK DRIVE STATE ROUTE 1571 CENTER 2 % LEGEND: \ \\ � / C a J7 j EXISTING CRITICAL SLOPES \\ , F i f 1 0 E III, AiiIL THE COX COMPANY nplllpR • LOlIG� AfCNfKiS CIO Englre • Uban De Krp 220fast Mgh Shwt chorrw5Vlg7�181 Owner / Developer. University of Vir ' Real Estate Four ation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22900 P: (434) 9824848 F: (434) 982.4852 / FINAL SITE PLAN o r r •rti — , Qj • ,� ` I `i � � � �/� a .• ` rl r '4•' . �Iri/ x:;- ', -`_ � !. ��_� ��� - � . r� NIP WN CENTER 4 FIFE: 52— I TOTAL SPACES Or r/TOWN CENTER / � \tel.-� . �� / / / , , No \ / \') ,l`�✓ der r /////,/: .,/ l l l l l ! % it / l I loll ' � �� 7 �� :,/% i<:3 : /iiiiir / . % % % Vii'• I , /' . I 11 1 11 NOW N ' 4 -1 U�� cl::. Q w > o r r •rti — , Qj • ,� ` I `i � � � �/� a .• ` rl r '4•' . �Iri/ x:;- ', -`_ � !. ��_� ��� - � . r� NIP WN CENTER 4 FIFE: 52— I TOTAL SPACES Or r/TOWN CENTER / � \tel.-� . �� / / / , , No \ / \') ,l`�✓ der r /////,/: .,/ l l l l l ! % it / l I loll ' � �� 7 �� :,/% i<:3 : /iiiiir / . % % % Vii'• I , /' . I 11 1 11 NOW N ' 4 -1 THE COX COMPANY Nmnns • WrWscgie NGifn:if CM Erglnens • Uiban De�iprws 220 &3V HAph rf.„ 225b2. rp l295�7t/31 Owner / Developer. University of V�'r�tua Re,l Estate Found, 'hon 465 Crestwood Drive P.O. Box 400218 Ch,rlothmville, Virginia 22903 P: (434) 9824848 F: (434) 9824852 FINAL SITE PLAN Y JZ U�� V Q _LZ w W De W Q Q 7 CD `� m J LL LL 0Z° O U W Z ZD ROAD PLAN & PROFILE Job Number: 06-50 FRANK O. LOX CEOV77FICATE 770 Date: March 27, 2007 Revision: October 9, 2006 March 27, 2007 North: Scale: Vert.: 1'= 5' Sheet No.: C-4.2 9of22 TQ :ENT 1 I i H -1A, ti I I � 1 �1 FUTURE BLDG. SITE � I CIRCULAR Da = 76'23'40" I ` 1 Dc = 83'3714" 1 T = - I R - 75.00 75.0 ' I L 102.95 = C 95.05 PI Sto = 31+62.18 I E = 21.95 N = 3942368.55 / M = 16.98 E = 11501202.21 4z ! 1 I = 78'38'44"R � 1 i ? PI Sto = 32+91.61 \ " N = 3942246.10 = BOP 30+70 /� E = 11501116.70 ii O I = 50'31'57"L PI Sto = 33+32.61 D \6 N = 3942200.64 \ : ti> E = 11501129.40 1(L��= C� �-�-^- \ U+ >• + `s. SAO n 1 = 00'00'03"R 1 _ CIRCULAR .. \ `� /,560 `L 0...P4 Yui` "9, a /\ - / ;. \� ® ..... Do 19'05'55" Dc \ + \ -'$ S m 3x+08.29, =. 1611'17". + _..N - 94ZO31.43 T - 3$11 o��o : .- Q'(S 4 .€ = 1501t76.66' R = 300.00 4 I. = 1 '21'05"L - L 68.91 e . 5 l 11 E- / 11 \ / M =.:2.03_... tp CIRCULAf( Da = 571747" ��Fp Dc = 60'00'03" 1` 15' �� f\(��� ❑ JJ u EOP = 37+41.06 N = 3941827.489.5 E = 11501289.50 5" E �\ T = 47.20 R = 100.00 175..6 W 8.57?... E - a 33.09 FT \ \ L = 88.19 C = 85.36 E= 10.58 , �� / ROAD "0 >' This sheet for Road "B" SCALES: �\ O M = 9.57 �? i ,n n Layout only. 1" 40 HOR /" VER � 1» = 5' L \ � t � VPI STA = 3C+80.00 O m * Road "B" VPI EL = 547 70 M 555.00 gl = -4.00% Q Design Speed: 25 mph - a 555.00 92 CURVE LEN = 20.00 K = 8.43 a° E = 0.06 a 550.00 Centerline fx S "- 550.00 U 545.00 g 545.00 g + 0 0 0 ', •6J s"Ni n 540.00 060o 0 a + n 4 - II w o c oao I 540.00 o Q II li cy w < \ V Ci u" m� g \ `-- a VPI STA = 34+80.00 535.00 " w VPI EL = 52700 - 535.00 - \ F g2 -5.00% CURVE LEN = 100.00 K=43.33 530.00 �� E 0.29 o 0 530.00 2.69 o ao N + N O O 525.00 M II O 0 if yJ + N 525.00 0 o \\ t' O + U g II W a �- VPI ST = 33+50.00 520.00 VPI EL 530.50 ,ar N \11 w 91 = -3.37% n 'n �-- 520.00 9 = - CURVE LEN = 120.00 a (n w o o + \u? K = 32 61 515.00 E = 0.'5 II �\\ -3.009 515.00 cn w \ 510.00 \\ � - q 510.00 \ i VPI S A, = 36--80.D0 + VPI EL=�st,7. 0 „^s vi 505.00 g2 = -3.00% \ a e CURVE LEN = 50.0 g ~ 505.00 rr1 CD 0p ;,� r 'vi K = E= 30.00 0.15 CN d H a. waw a U� O� O0 500.00Ln � ,`n 0 - LO n � n t' n 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 500.00 40+00 THE COX COMPANY Nmnns • WrWscgie NGifn:if CM Erglnens • Uiban De�iprws 220 &3V HAph rf.„ 225b2. rp l295�7t/31 Owner / Developer. University of V�'r�tua Re,l Estate Found, 'hon 465 Crestwood Drive P.O. Box 400218 Ch,rlothmville, Virginia 22903 P: (434) 9824848 F: (434) 9824852 FINAL SITE PLAN Y JZ U�� V Q _LZ w W De W Q Q 7 CD `� m J LL LL 0Z° O U W Z ZD ROAD PLAN & PROFILE Job Number: 06-50 FRANK O. LOX CEOV77FICATE 770 Date: March 27, 2007 Revision: October 9, 2006 March 27, 2007 North: Scale: Vert.: 1'= 5' Sheet No.: C-4.2 9of22 � � I . " , " f � I g, I 4M. � I I 1/7' I I z I ' ,; ' 1�-' . 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I I 11 of 22, TSD TEMPORARY SLOPE DRAIN SLOPE DRAIN STAKED TO SLOPE AT EACH JOINT OR 18' MINIMUM PROVIDE OUTLET PROTECTION PROVIDE INLET EARTHEN DIKE PROTECTION (IF (COMPACTED) ` NEEDED) STANDARD FLARED END SECTION SECTION VIEW D V TYPICAL TRAPEZOIDAL DIVERSION )0% SETTLEMENT 0.3' FREE BOARD DESIGNFLOWTDEPTH g�M BLANKET MATTING JUNCTION SLOT 0J1CHECK SLOT ` Q MINAL FOLD LAP JOINT 2" MIN. (JUTE MESH ONLY) TAMP FIRMLY ANCHOR SLOT 1 6" TO 12" JUNCTION SLOT TAMP FIRMLY �12" MIN -1 SOIL TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 12" MAX. 4:1 OR FLATTER _ 70' MIN, Engineering Calculations for the Erosion & Sediment Control Plan 5" MAX. STEEPER THAN 4:1 Computations 2168 DEPTH EDGE AND END JOINTSI Reduced from original design' Wet Storage Required: VARIES AS 7.06 Acre 207.19 WASHRACK I I I TO BE SNUGLY ABUTTED 67 (cy/ac) x I FOR "DRY' 473.02 cy (JUTE MESH WILL HAVE CRS 29 I Orifice Elevation: STAPLED LAP JOINT IN Retrofit it necessary Pricipal Spillway: \ APPENDIX 3.14-A) LIEU OF EDGE JOINT) ._'�.---" I 1 I I 474.00 I I I I I F MAX. 4:1 OR FLATTER I I I I 18354.0 T MAX. STEEPER THAN 4:1 I I 1 I I I 1 I I I I I I I 16365.5 `CHECK SLOT I I I I I I I I I I I 15634.0 PAVEMENT I II I POS. DRAINAGE I I VTO2 I I I I I I I I I I VAR. VAR. f MUST EXTEND FULL WIDTH Ti PLAN VIEW 6" TO 8" MI STAPLING DIAGRAM STAPLE FORMED FROM NO. 11 STEEL WIRE. `CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL. 50' C -C INTERVALS; 6" STAPLE MIN. LENGTH FOR OTHER SOIL. NOT REWD WITH ALL "COMBINATION" BLANKETS TERMINAL FOLD TAMP FIRMLY 4" MIN. z^ CE PAVED CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN J" SM -2A ASPHALT TOP COURSE EXISTING I PAVEMENT 70' MIN. 6' MIN. J \ FILTER CLOTH SIDE ELEVATION EXISTING GROUND 6" 21A AGGREGATE BASE EX CURB OR EDGE OF PAV'T SECTION A -A NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIAMETER OF SAF PLASTIC SAFETY FENCE 18" MIN Irl I I- ; I I-II I -I I �-III--III-III--i I It I 6-0" MAX GENERAL NOTES - SILT FENCE 1) The height of a silt fence Will be a minimum of 16 inches and a maximum of 34 inches above ground elevation. 2) Extra strength filter fabric shall be a continuous roll. When pints are unavoidable, a splice may be made at a support post with a 6" overlap. 3) The excavated trench shall be 4 inches wide and 4 inches deep on the upslope side of the proposed location. 4) Support posts shall be a maximum of 10 feet apart where wire support is used, and no more than 6 feet apart where wire is not used. When placing silt fence across a ditch or swale, the posts are to be set at a maximum 3' interval. 5) The trench shall be backfilled and the soil compacted over the filter fabric. 6) Sift fences shall be removed when the upslope area has been permanently stablized. A L ALL /6 x 12 - SPACER BAR FYACAL) SB SEDIMENT BASIN SCHEMATIC ELEVATIONS CREST OF EMERGENCY SPILLWAY DESIGN HIGH WATER 25 -YR. STORM ELEV.)li I MIN. ID' 0.5' MIN. 1.0' j. RISER CREST 67 C.Y./AC. T DEWATERING DRY "STORAGE DEVICE 67 C.V./ AC. WET STORAGE SEDIMENT CLEANOUT POINT L I ( WET"STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY ANTI VORTEX DEVICE DESIGN PRESSURE RELIEF DLES I /Z' DIA. PLAN VIEW f D 1 A O O TOP STIFFENER (IF REQUIRED) IS ANGLE WELDED 00 TO TOP AND ORIENTED PER- PENDICULAR TO CORRUGATIONS. O O TOP IS SUITABLE GAGE CORRUGATED O METAL OR I /8" STEEL PLATE. PRESSURE REUEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. > WE DED ' CYLINDER IS SUITABLE GAGE CORRUGATED H METAL PIPE OR FABRICATED FROM 3 1/8" STEEL PLATE. 9 S' N. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER RSER ql l SUPPORT BAR SIZE ATTACHED BY STRAPS (1l6 REBAR MIN.) BOLTED TO TOP OF RISER. SECTION A -A ISOMETRIC RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP 70' MIN, Engineering Calculations for the Erosion & Sediment Control Plan Temporary Sediment Basin Computations 2168 DEPTH ASPHALT PAVED Reduced from original design' Wet Storage Required: VARIES AS 7.06 Acre 207.19 WASHRACK A Dry Storage Required: 67 (cy/ac) x DRAINAGE TUBING, DIAMETER FOR "DRY' 473.02 cy 5252 CRS 29 29 Orifice Elevation: 1 468.50 Retrofit it necessary Pricipal Spillway: \ APPENDIX 3.14-A) Emergency Spillway: ._'�.---" I I II \ Ir KK 474.00 Existing sSE2% FtM 606.13 cy I Dry Storage Available: 579.04 c 18354.0 679.78 EXISTING Sub -Total: Wet @ Elev.: 464.0-468.5 16365.5 1 Sub -Total: Dry C& Elev.: 468.5-471.0 15634.0 PAVEMENT Total: POS. DRAINAGE A- 11 B5.2 'Original design Calculations taken from SDP 02-110, Amended Dec -2005 TO SEDIMENT TRAP f MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS lk OPERATION 2'x2'x2' SEDIMENT TRAP 1'x0.5' OUTLET JJ STONE PLAN VIEW (SEE TYP. SED. TRAP FOR DETAIL) SECTION A -A NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIAMETER OF SAF PLASTIC SAFETY FENCE 18" MIN Irl I I- ; I I-II I -I I �-III--III-III--i I It I 6-0" MAX GENERAL NOTES - SILT FENCE 1) The height of a silt fence Will be a minimum of 16 inches and a maximum of 34 inches above ground elevation. 2) Extra strength filter fabric shall be a continuous roll. When pints are unavoidable, a splice may be made at a support post with a 6" overlap. 3) The excavated trench shall be 4 inches wide and 4 inches deep on the upslope side of the proposed location. 4) Support posts shall be a maximum of 10 feet apart where wire support is used, and no more than 6 feet apart where wire is not used. When placing silt fence across a ditch or swale, the posts are to be set at a maximum 3' interval. 5) The trench shall be backfilled and the soil compacted over the filter fabric. 6) Sift fences shall be removed when the upslope area has been permanently stablized. A L ALL /6 x 12 - SPACER BAR FYACAL) SB SEDIMENT BASIN SCHEMATIC ELEVATIONS CREST OF EMERGENCY SPILLWAY DESIGN HIGH WATER 25 -YR. STORM ELEV.)li I MIN. ID' 0.5' MIN. 1.0' j. RISER CREST 67 C.Y./AC. T DEWATERING DRY "STORAGE DEVICE 67 C.V./ AC. WET STORAGE SEDIMENT CLEANOUT POINT L I ( WET"STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY ANTI VORTEX DEVICE DESIGN PRESSURE RELIEF DLES I /Z' DIA. PLAN VIEW f D 1 A O O TOP STIFFENER (IF REQUIRED) IS ANGLE WELDED 00 TO TOP AND ORIENTED PER- PENDICULAR TO CORRUGATIONS. O O TOP IS SUITABLE GAGE CORRUGATED O METAL OR I /8" STEEL PLATE. PRESSURE REUEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. > WE DED ' CYLINDER IS SUITABLE GAGE CORRUGATED H METAL PIPE OR FABRICATED FROM 3 1/8" STEEL PLATE. 9 S' N. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER RSER ql l SUPPORT BAR SIZE ATTACHED BY STRAPS (1l6 REBAR MIN.) BOLTED TO TOP OF RISER. SECTION A -A ISOMETRIC RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP WET "FERNCO-STYLE"COUPUNG STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB I -FOOT MINIMUM, CORRUGATED METAL RISER DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER. USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE `DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 UVA Research Park: r Vol. (ItA3) Engineering Calculations for the Erosion & Sediment Control Plan Temporary Sediment Basin Computations 2168 DEPTH TACK WELD Reduced from original design' Wet Storage Required: VARIES AS 7.06 Acre 207.19 PERFORATED POLYETHYLENE ' REQUIRED Dry Storage Required: 67 (cy/ac) x DRAINAGE TUBING, DIAMETER FOR "DRY' 473.02 cy 5252 VARIES (SEE CALCULATIONS IN STORAGE Existing Orifice Elevation: 1 468.50 Retrofit it necessary Pricipal Spillway: \ APPENDIX 3.14-A) Emergency Spillway: none I I II \ Top of Dam: 474.00 WET "FERNCO-STYLE"COUPUNG STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB I -FOOT MINIMUM, CORRUGATED METAL RISER DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER. USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE `DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 UVA Research Park: Existing Basin 1 Vol. (ItA3) Engineering Calculations for the Erosion & Sediment Control Plan Temporary Sediment Basin Computations 2168 Disturbed Drainage Area: 7.06 Acre Reduced from original design' Wet Storage Required: 67 (cy/ac) x 7.06 Acre 207.19 473.02 cy 468.0 Dry Storage Required: 67 (cy/ac) x 7.06 Acre 0.1108 473.02 cy 5252 Bottom of Basin: 464.00 Existing Orifice Elevation: 1 468.50 Retrofit it necessary Pricipal Spillway: 471.00 Existing Emergency Spillway: none 254.09 Top of Dam: 474.00 Existing Wet Storage Available: 606.13 cy 0.1860 Dry Storage Available: 579.04 c 18354.0 Elevation Area (ttA2) Vol. (ItA3) Vol. Icy) Area (ac) 464.0 2168 Wet Storage Required: 67 (cy/ac) x 5.83 Acre 0.0498 466.0 3426 5594.0 207.19 0.0787 468.0 4826 8252.0 305.63 0.1108 468.5 5252 2519.5 93.31 0.1206 470.0 6446 8773.5 324.94 0-1480 471.0 7275 6860.5 254.09 0.1670 472.0 8104 7689.5 284.80 0.1860 474.0 10250 18354.0 679.78 0.2353 Sub -Total: Wet @ Elev.: 464.0-468.5 16365.5 606.1 Sub -Total: Dry C& Elev.: 468.5-471.0 15634.0 579.0 Total: 31999.5 11 B5.2 'Original design Calculations taken from SDP 02-110, Amended Dec -2005 UVA Research Park: Basin 2 Engineering Calculations for the Erosion & Sediment Control Plan Temporary Sediment Basin Computations Disturbed Drainage Area: 5.83 Acre Wet Storage Required: 67 (cy/ac) x 5.83 Acre 0.0257 390.6 cy Dry Storage Required: 67 (cy/ac) x 5.83 Acre 107.85 390.6 cy Bottom of Basin: 472.00 Orifice Elevation: 477.20 Pricipal Spillway: 480.00 Emergency Spillway: 481.00 Top of Dam: 482.00 Wet Storage Available: 397.4 cy Dry Storage Available: 398.4 c Elevation Area (ttA2) Vol. (ftA3) Vol. (cy) Area (ac) 472.0 1120 0.0257 474.0 1792 2912.0 107.85 0.0411 476.0 2592 4384.0 162.37 0.0595 477.2 3133 3435.0 127.22 0.0719 478.0 3520 2661.2 98.56 0.0808 480.0 4576 8096.0 299.85 0.1051 482.0 6400 10976.0 406.52 0.1469 Sub -Total Wet @ Elev.: 477.2 10731.0 397.4 Sub -Total Dry @ Elev.: 480.0 10757.2 398.4 Total: 21488.2 795.9 IP BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET CD - RUNOFF WATER WITH OVERFLOW SEDIMENT FILTERED WATER I SEDIMENT CURB INLET WIRE SCREEN 2"X 4" WOOD STUD SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. �P OUTLET PROTECTION 'IPE OUTLET TO FLAT AEA WITH NO DEFINED :HANNEL NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6INCHES. DD TEMPORARY DIVERSION DIKE rnuoerTrn enu 4.5' MIN. TS TEMPORARY SEEDING ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS PLANTING DATES SPECIES RATE fibs /acre) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (Lollum mullfllavm) & 50-100 CEREAL (WINTER) RYE (Secale tarsale) FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 (Locum multlllorum) MAY 1 - AUG. 31 GERMAN MILLET 50 (Sefana Italica) THE COX COMPANY CIA1 Enrs • pan - Umo A esigneiS CIN Ergi,ners • Urbon Designers 220 Eon High Sheet Crcoc".n"• wg9,b 22902•(434) 295.7131 Owner / Developer: University of Vir ria Real Estate Foungation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22903 P: (434) 9824848 F: (434) 9824852 FINAL SITE PLAN QY/ U� � Q ` fY W > L-0 (/) L LU LLJ CJ < zLLI 00 W Q LL U LLL 0Z° 0 U Cie LU _/ Z E&S DETAILS SHEET CER'IlF/CAIE NO. 7119 Date: November 6, 2006 Revision: North: Scale: As Noted Sheet No.: ES -2.0 17 of 22 LY. / Q�49 TOWN CENTER 1 ExIsrlNc / 0 \\ CX12 A A RELOCATE EX. DI #26 IP 1s 'RD AND EXTEND EX. PIPE \ WITH 12'- I S' RCP iK LEWIS & CLARK DRIVE STATE ROUTE 1571 / ` \ EROSION CONTROL PLAN KEY \ TNTOWN EROSION BLANKET/MATTING CENTER 2 C PAVED CONTRUCTION ENTRANCE DER CONSTRUCTION DC DUST CONTROL \ .X, DD DIVERSION DYKE \ `� / ru FILL DIVERSION IP INLET PROTECTION / OUTLET PROTECTION SAFETY FENCE CB � SF SILT FENCE SURFACE ROUGHENING B TEMP. SEDIMENT BASIN \\ �� m� a CID d ER. m � P TREE PROTECTION \ \ ` / TS TEMPORARY SEEDING 14. 1 �,�� TEMPORARY SLOPE DRAIN Ts s , TOWN CENTER 44 198 TOTAL SPACES s ' �l � Ire Y'�a£fr� i t � A i MY -b, C•'�/q Ts s / 1 , MER CY SPILLWAY CREST: 481.0... ' / \ IDS H SPILLWAY: 8' �. V TREE QOPOFT HRACK: 480.0', �f PR RECBON - / SIZE OF TR HRACK: DIA. = 40' M. = 16" _ RISER DIAM R'- . 27' L4, snnxrte6: h ad-. sn6JcnYa N di. sTL-1us' lacme /Is dO. sLL11%mn 4 aA' ORtF)CE ELEVA ON: 477.2 \ / J w sLVLnw .46001, mP armros 485.4' lw my 41sw' r Pxn w 47159• / . . 0. / �/ - 2T GYP 111 160.66' 16' CAA w mm }r CYP W 19 M r P.vG W- 47329' ORIFICE DIAM R: S' - \ - _. le C2LP w 46129 t1, CAP. W. naa' 2r c KP.w me, I - ' Y 4 / . - / 42' RCP.w 4e L' 27• CAP. M. 491 m' IX SYIZYa SPaR IIVIdE 12 BARREL INVERT NATION: 471.5 .. .. _. _ - - ,_ - i u' cxP w 4war d STaal s1n.a9LaE lrz TOP norma 4mm / .. 1 z L 4S CAP. Wf- 446r 6.220 L-12' OL SmBI 51RLCM 116 P.M. w 4Ndp' BARREL DIAMETER: I" (CMP) BARRELLENGTH:-78' _ \ \ -- — _ - - uLM6a1• Mat � o -m' a Pec. 9{ sr0e� 49i.a'- • ANTI -SEEP COLLAR ENSION: 4.5'X 4.5' - d smw 9AI61aY is 1S' CW.. W 47149' Luwuxw Mw 6' PVC, art. x I _ . / YV9mE IS' CYP. Wl- 474ZW 16 CAF. IIF 4N0' CLEAN-OUT SEDIMEN ELEVATION: 475.5 - . _. _ -. w nEY16 4m.a' z1, CAP. W1,- 4x.45' M sw nir sdw WY N \ � A' R.CP. w 464.N d. STU61 SIaICiLYE 113 IDP LLEVEI Swm / MAXIMUM SIDESLOPE O . BANKMENT: 2:1 z1, "P. w 40.74' n -a w' d. srOYY 6mxrua H9 6• mF. w sw.n'(emP) sY. .. . -. TW nEr6 477 m' T w m Y P.Y.C. w =7z ) / \ REFER TO VIRGINIA EROSION - IMENT .NTROL HANDBOOK _ ._ _ d. sTOYP sneY9L4a 18 15'(W. w 47IN 27CAP. W 507.W 6• Pvc w wM, FOR SPECIFICATIONS. 45-69 w Is' C.YP. W- 47W 6s' W,, w "M r P.r.O. w =52, \ ` lop afor� IS, C". 475411 d. stu 56aYlwE 114 27• Cap. M. mLx' 8• P.YC M. WIN, W CYP. w 471.75' 01A b16' / / , / ,: / 1 - 16•CAP. W1,- 4n.%' TOP ti w mor IS'MP. WI. 17561' THE COX COMPANY Planner • Larxlscape ArcN7ecis CM EnpRleer • Ulbon Desow, 7457 £as7Mpn 3»ee7 C71�bZ7enUe • L'4'8L'Yr ?TJk7Y •(I34/ 295.7131 Owner / Developer: University of Wgiria Real Estate Foundation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22903 P:(434) 9824848 F: (434) 9824852 FINAL SITE PLAN CL 0::5 od 3 <2� W = > LU LU W < LILJ W U- 0 0 F 0 U W Z E 86 S PLAN Job Number. 06-50 rns Date: April 10, 2007 Revision: November 6, 2006 November 30, 2006 March 8, 2007 March 27, 2007 April 10, 2007 North: Scale: I"=40' Sheet No.: ES -3.0 18 of 22 , / 1 , MER CY SPILLWAY CREST: 481.0... ' / \ IDS H SPILLWAY: 8' �. V TREE QOPOFT HRACK: 480.0', �f PR RECBON - / SIZE OF TR HRACK: DIA. = 40' M. = 16" _ RISER DIAM R'- . 27' L4, snnxrte6: h ad-. sn6JcnYa N di. sTL-1us' lacme /Is dO. sLL11%mn 4 aA' ORtF)CE ELEVA ON: 477.2 \ / J w sLVLnw .46001, mP armros 485.4' lw my 41sw' r Pxn w 47159• / . . 0. / �/ - 2T GYP 111 160.66' 16' CAA w mm }r CYP W 19 M r P.vG W- 47329' ORIFICE DIAM R: S' - \ - _. le C2LP w 46129 t1, CAP. W. naa' 2r c KP.w me, I - ' Y 4 / . - / 42' RCP.w 4e L' 27• CAP. M. 491 m' IX SYIZYa SPaR IIVIdE 12 BARREL INVERT NATION: 471.5 .. .. _. _ - - ,_ - i u' cxP w 4war d STaal s1n.a9LaE lrz TOP norma 4mm / .. 1 z L 4S CAP. Wf- 446r 6.220 L-12' OL SmBI 51RLCM 116 P.M. w 4Ndp' BARREL DIAMETER: I" (CMP) BARRELLENGTH:-78' _ \ \ -- — _ - - uLM6a1• Mat � o -m' a Pec. 9{ sr0e� 49i.a'- • ANTI -SEEP COLLAR ENSION: 4.5'X 4.5' - d smw 9AI61aY is 1S' CW.. W 47149' Luwuxw Mw 6' PVC, art. x I _ . / YV9mE IS' CYP. Wl- 474ZW 16 CAF. IIF 4N0' CLEAN-OUT SEDIMEN ELEVATION: 475.5 - . _. _ -. w nEY16 4m.a' z1, CAP. W1,- 4x.45' M sw nir sdw WY N \ � A' R.CP. w 464.N d. STU61 SIaICiLYE 113 IDP LLEVEI Swm / MAXIMUM SIDESLOPE O . BANKMENT: 2:1 z1, "P. w 40.74' n -a w' d. srOYY 6mxrua H9 6• mF. w sw.n'(emP) sY. .. . -. TW nEr6 477 m' T w m Y P.Y.C. w =7z ) / \ REFER TO VIRGINIA EROSION - IMENT .NTROL HANDBOOK _ ._ _ d. sTOYP sneY9L4a 18 15'(W. w 47IN 27CAP. W 507.W 6• Pvc w wM, FOR SPECIFICATIONS. 45-69 w Is' C.YP. W- 47W 6s' W,, w "M r P.r.O. w =52, \ ` lop afor� IS, C". 475411 d. stu 56aYlwE 114 27• Cap. M. mLx' 8• P.YC M. WIN, W CYP. w 471.75' 01A b16' / / , / ,: / 1 - 16•CAP. W1,- 4n.%' TOP ti w mor IS'MP. WI. 17561' THE COX COMPANY Planner • Larxlscape ArcN7ecis CM EnpRleer • Ulbon Desow, 7457 £as7Mpn 3»ee7 C71�bZ7enUe • L'4'8L'Yr ?TJk7Y •(I34/ 295.7131 Owner / Developer: University of Wgiria Real Estate Foundation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22903 P:(434) 9824848 F: (434) 9824852 FINAL SITE PLAN CL 0::5 od 3 <2� W = > LU LU W < LILJ W U- 0 0 F 0 U W Z E 86 S PLAN Job Number. 06-50 rns Date: April 10, 2007 Revision: November 6, 2006 November 30, 2006 March 8, 2007 March 27, 2007 April 10, 2007 North: Scale: I"=40' Sheet No.: ES -3.0 18 of 22 AN HOUM9 aro manulacIUM Using TeamobgicaN adtan0ed - An extruded +Nanblus.t*'On'Rna(804), Yd01 a1 al-pDM,,mF canputanrad mm al control(CNC)) maoliarwy. Pmasion plate, asoWbTg(2) 112 aich 20teOtose i)616 Well rtsI1110" It" shaend and formed* 6411 a. P1900-081) gauge, COM09100 W INSONWOinflandrd. ARosalie! Pole, F1MAdeptor(RPP) is sistaid Asuntnun, wo bow saftnial vasal. wound formourving to 7.6 -Rana Pd". • TM cernpidisMed GNC madhhery snalit" all American hWefnga to be constructed quickly, aMcwnsy, and Soho- Bodriead Atwrnbly sup to saactIng 130 W02. WtovdarCs. M s, 0101 rAMw Is . AN ballasts re premarm gr>be 000 or tPF roguWbg sub steiaess a", traNfamiasi. BOW acepebla4MproMine eoisstantMmpost- Lelu and DOot AeeeRlbly n9 doral to -20 digress FaMarils". Available i1: t RnmvtW. Hilyed door aaes"y is C14Cprecison, sheered •bwW-Hufds(R4H) and formed from ons, place, .030 gauss, osrloaign rMialaM • Pulse Shit tAatad Halide (PS) siunsum VON oaptwo maYYMa>r"Issl o". • Hijjnpiessuw Soaum (LIPS) •T014strndeed"asiteloarMipe(aSiMatlllaq.ifoardhM .©uck elsoww"t Wmg or standard. vandp Ira rehfasls sa aaM6MN10nepNcsaAudedalladdn ,Booklets gl=edDAl ms,dian or moprt lase Wtn'.nietal optialM romix mnaYtl4 Morn rsgOSW. W MM MOW WIIWAOITgs,rAbd at 4K (5X kr 7a0Q.WaNlasi 800V VYbn"Q�tltalEyatarr-tPatrApanolal�' CPNanr +Ftalfiotor is prPRtnM a4MeW two a vea" of opt": merl9ad, ryi�ij+,slFciard9616 Iesaoaea ahxlls,iNm. AvailebN in ,.p aeE • Tloussside agm etaaas -Toa trleMste"antr. •Taw •1Mloto niaepl+,wlb •1uaa10 • TN ANdOnlsaw Radeitar is Field RtWahhM. AWbar, 12"Reloc econfatywrra •: WOW Tomb" QUali-GUANO FOAM Raw consult faaary for carton Optica.. •The Inhis N a CUaY4011aNF texll rod, ctrelalWPy pnfrs,atad uA1Nr 57,4 % through a multiple ease veuhr, el timta6eMry Applied, aarir tilted, sestaON id'wat laeatleils. s,t pWyeshr powder Onnk, a minimum Of t*o . Oero sky � celt0is,d by the Intimations] Dart mi. Due" tiswfth 400 ml. W11dI Fal Faslp # dA1rn hadso at is 09 M M a d7 40s � FahreeylaN to proms,. masemun aNwward and AfaOaPaan. (File LWW nuidua Wit Type III ar TT9e V flhietl hardnaaa. /1N finNhs,s. ars aveipWa In staaara and Refreacsa) LUEN&iNIP 4P711tAMa"Vaft a vAth M ,j E4 1.4 2.a E.2 2.2 4.0 %xise alihttindard 6•1411IN ch AM 10.2 T �- rnnsivAsnpS N. . CATALOG, NUMBER: Iiaw FflENALE: D65970a-175W IES IESNA, M 2002 Photonwtric Report MWiRE WITH FOCUSED AND VAAINERTONE SPECULAR TYPE S TOP, FLAT TEMPERED CLEAN GLASS IFAS. MED SASE MH TAMP fG0' MCr Ou016�tWS4.0aC IIMUASTI 175M ^Y I..L SUMMARY DATA FLAB & CDM DLMWAN —_—.17' Painted. EFFICENCY (raw: 57,4 % ❑Bled ❑Most EFFICENCY(Gisn l W): 5741410.0% ❑Verde ❑Gray ❑Other ❑Branae 130 EFFICa]ICY(SCss, I Naps)' DECORATIVE CA. I Speci(p 2� LUEN&iNIP , ALUM, NEV F%V1ALIEL4 > L/) NO. OF LIPS: 1 DS4554 DARK SHIES I.D.A. DARK SKIES CUT OFF TI'YE 3 SEGMENTED REFLECTOR DECORATIVE 120 ❑Mercury Vapor ❑Metal Halide S ❑ HFLamp CaaCURA t FIXTURE �� I HORIZONTAL MOUNTING MEDIUM BASE in Incandescent .Rocket lie 110 PORCELAIN SOCKET ❑Medium hese 0Z° Ll Mogul kisae 100 100 F— 90 ao '----- TEMPERED FIAT 035 13150 __CLEAR CLASS Z 050 0175 070 ❑200 ❑75 ❑250 ❑Other i]Do DS4554 CAST I 0120 0120/277 ALUMINUM CAGE I NO LENS(OPEN) I 0200 0347 D240 0460 ❑277 ❑Multi -Ta 431'B' ALUM. TUBING FOR WIRE -NAY ❑Dther_ TOOL -LESS 054554 TRUST LOCK CONE D 1 ❑III HOUSING ASSY. ❑V ❑Shield IOOWMETAL HALIDE 00lher _ 120V BALIA5T — (WILL FIT UP TO 40UN BAWSf) ]]�iillell' ❑Class LICK DISCONNECT ❑Acrylic i1uxan 7/8-IeV 3/4" SIB �I SELF LOCKING SETSCREW (3X) I___._ DDlher_ - ❑Clear A says a uas an muse TO FR A 03- POLEI PROJECT` UVA-NORTHFORK ❑Frosted ❑Opel ❑Other._ BUSINESS PARK TOWNCENTER DS4554 Ce t. of Spec. No, QTY - FINISH: - NOTEAplarvissicirsaisigiaskise Is. edsleasse. le De.n- : Moss, Alta my aarecdow or reddiss W&a drairMA l"or .Nlitr rte• lac' ENVIRONMENTAL LIGHTING FOR ARCHITECTURE, INC. pproved 17nl Ara&ATe- a4srlaYryGCa.e/14&I1e7 Phan: 626961411121- BW4234%1• Fac U61654M Le pprove: TW drsvha Y we prop" or UA Capsq,lae. It m" Wad be save b7 my ocher PSM for WKM mdtl appranis or reproAlAfoea vrllbo 1 approval or EIA Comosay, lar. rnnsivAsnpS N. . CATALOG, NUMBER: Iiaw FflENALE: D65970a-175W IES IESNA, M 2002 Photonwtric Report MWiRE WITH FOCUSED AND VAAINERTONE SPECULAR TYPE S TOP, FLAT TEMPERED CLEAN GLASS IFAS. MED SASE MH TAMP fG0' MCr Ou016�tWS4.0aC IIMUASTI 175M ^Y I..L SUMMARY DATA FLAB & CDM DLMWAN ^Q^ I..L� i EFFICENCY (raw: 57,4 % EFFICENCY(Gisn l W): 5741410.0% 130 130 EFFICa]ICY(SCss, I Naps)' 2x.7%120.7% 2� LUEN&iNIP 117M > L/) NO. OF LIPS: 1 120 120 LUAINOUS OPENING: CaaCURA t m DlannNo 1.56(Fssdl lie 110 INPUT WATTS: 213 0Z° / 100 100 F— 90 ao MOAM)OWANCE D& 91 a1W (le) mm 10IAD 15 1810 20 Oisx 25 O.2a2 30 0,203 35 0.1Aa 0 0.114 0 Om 50 0.073 Paled alms aWlOw • 135 Masee say. CANDLEPOWER: 2Tl1 is ir Th ssday, FabuaT a, 20(R ll{.W{,BrCli KIJ... r1110101" is Vl*~ ■i THE COX COMPANY Plan—-LaMlcopa Archilech CNA [roman • Urbon Delbrlsn 2205mrHyh Seeal Chvoffmv#e-Vlyhll 229M./AU) 295.7131 Owner / Developer: University of VIlGitiia Real Estate Foundation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22903 P:(434) 9824848 R (434) 982-4852 FINAL SITE PLAN SITE LIGHTING DETAILS Job Number: 06-50 FRANK D. CO)( /%tC'] Date: March 8, 2007 Revision: October 9, 2006 February 13, 2007 North: Scale: As Noted Sheet No.: S L-2.0 22 of 22 S/P"D7 ^Y I..L ^Q^ I..L� U�< -V V < 2� W > L/) w W <J m 0Z° / t— F— 0 0 U \W Z SITE LIGHTING DETAILS Job Number: 06-50 FRANK D. CO)( /%tC'] Date: March 8, 2007 Revision: October 9, 2006 February 13, 2007 North: Scale: As Noted Sheet No.: S L-2.0 22 of 22 S/P"D7