Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP200700159 Plan - Approved 2008-01-23
University of Virginia Research Town Center Buildings 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 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 St9ti5tic5 Proposed Use: General Office Buildings Town Center 3 Town Center 4 Total Number of Floors: 3.5 2.95 Building Square Footage: 89,814 67,186 157,000 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 47,908 sf 190,085 sf (Lease Area) 1.97 Acres (Lease Area) 237,993 sf (14.9%) (59.1%) (26.0%) (73.9%) 8. Parking Statistics INDEX a. Required Parking Spaces: Buildin Commercial Office: One Space per 200 sf of Net Floor Space ❑ Gross Combined Floor Space = 157,000 sf Acerage Net Floor Space = 80% NFS = 125,600 sf C-2.1 Required Spaces: 628 1995 b. Traffic Demand Managment Reductions: 46,000 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) 19.6% Total Spaces Required after Reduction : 505 c. Provided Parking Spaces: Town Center One On Site: Regular: 436 6.6 HOV: 44 70,563 Scooter/Motorcycle: 11 2002 Handicap: 14 51,000 Total: 505 ETC 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. MINOR AMENDMENT TO FINAL SITE PLAN SDP 2006-00113 THE COUNTY OF ALBEMARLE, VIRGINIA RIVANNA MAGISTERIAL DISTRICT 10. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All materials and construction methods shall conform to current specifications and standards of V.D.O.T. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). D. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizonta1:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. F. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary in order to stabilize a drainage channel. G. Compliance with the minimum pavement width, as shown on the typical pavement/road section detail, shall be strictly adhered to. Exceptions will not be allowed. H. Traffic control or other regulatory signs of barricades shall be installed by the developer when, in the opinion of the County Engineer or his designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). K. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 11. General Water and Sewer Conditions A. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of work. B. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. C. All materials and construction shall comply with the latest edition of the general water construction specifications as adopted by the ACSA. D. Datum for all elevations shown in National Geodetic Survey. E. The contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001). F. All water and sewer pipes shall have a minimum of 10 feet of separation and 3 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. G. 20' Wide easements, centered on the pipeline and appurtenances shall be dedicated to the Albemarle Service Authority, except where the line is in a public road right-of-way. H. 3' min. separation required between waterline and storm sewer culverts or 6" separation when waterline is insulated. Use 1/2" thick therma-cel pipe insulation in 3'x4' sheets as manufactured by nomaca, inc. or equal approved by albemarle 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. Ar "/ 1\/ THE COX COMPANY P r 1< Planners -Landscape Architects Civil Engineers • Urban Designers 220 East Nigh Street Charlottesville • Virginia 22902.(434) 295.7131 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 floe✓s northeastward to the North Fork of the Rivanna River. 13. North Fork Research Park Total Buildout Statistics Complete INDEX ■ Buildin Density ❑ Year Acerage C-2.1 Microaire 1995 4.8 46,000 77,OCO 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 60,0M ETC 2002 3.0 41,778 41,778 Town Center Two 2006 4.3 83,666 ❑ Total General Details 36.3 400,584 391,918 ❑ ES -2.0 Acerage Dev. GSF Density Capacity 307.0 3,000,000 3,000,000 Developed/Sold 6.6 400,584 391,918 Total Remaining 300.0 2,599,416 2,583,c.�8 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. ,MEET INDEX ■ C-1.0 Cover ❑ C-2.0 Boundary Exhibit C-2.1 Boundary Exhibit C-2.2 Existing Conditions Exhibit ■ C-3.0 Site Plan ■ C-3.1 Critical Slope Exhibit R C-4.0 Layout Plan C C-4.1 Road "A" Plan and Profile El C-4.2 Road "B" Plan and Profile 0 C-5.0 Stormwater Management Plan ❑ C-5.1 Regional Stormwater Exhibit G C-6.0 Stormwater Profiles ill 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 F. ES -3.0 Erosion & Sediment Control Plan ® L-1.0 Landscape Plan 0 L-2.0 Landscape Details M SL -1.0 Site Lighting Plan G SL -2.0 Site Lighting Details ❑ Filled Box Indicates Drawing Included in Set SIGNATURE PANEL 4�� t, 11-21 - Albemarle Co. Dept. of Community Development - Zoning & Current Development Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Service Authority Date Virginia Department of Transportation Date Owner / Developer: University of Virginia Real Estate Foundation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia P: (434) 9824848 F: (434) 982-4852 MINOR SITE PLAN AMENDMENT COVER SHEET Job Number: 06-50 Date: January 4, 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 December 21, 2007 January 4, 2008 North: Scale: As Noted Sheet No.: C-1.0 1 of 22 Q =iQ U -Z o Qcliid w - > ae w J oe G W on UJ LL LL O O L � Z � O U W 'Z COVER SHEET Job Number: 06-50 Date: January 4, 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 December 21, 2007 January 4, 2008 North: Scale: As Noted Sheet No.: C-1.0 1 of 22 s . , -) I I I I ' I &- L- T T 1,J LX N- L -r'\ I\ F\ Ld F\ I V L 1 � I I . � / / I I I . -/ f, -J"'-'�--' / . I - - ----� - - - - -------- �-- STATE ROUTE 1571 . - I � , -� " .1 ." I --- . I , / : . , ".� i I - - ---(" � - . ----, -.' I I I 11 . 11 - 1. - . , i j " . I � I - / I � - I I I- � --� �rJ ��i - I ---;;;�' I I ... -1 � - I . � - � � I ---- ' I , - I I - � - -j I p - -- -- - - - . (-(. I - / --- --�� I . - --- -) I - ., 11 1 - - I ,� - I -� - -- I // I . . - �-'? ' I I / --- . � ___----- 11 --- I - . . I . 11 - 11 -11 - --� -, 1-1 .1 I - 1. - I I'll I ". - I ,- . - - 11 I I 1: I �' z " - , '. --- I I � I - -- I - I I I - I I -1 . - - I - 1� .... '. -1 -1 11 � - / I . - -� I I � . - � I - I . / I - I I I I 1, � - I I � . - I 111. � -1 I .... / � . / z : �' ,_------- ; - � ---- I - ... 11 -1 � I . , � . I - I .- : \ , I I I I � � r X 1-1 � I ---- I - � I - I -- I I \ " " � I . / " � . "-" I '-� - . � I . I . - I --� - - I �. . � I 1. I '. I / I I 1- --- ,� I .� I . 1� I I � I . I I . , .. � / I 1--.1 "---� . . I I -� 11.1 "--� - �. - � '-�' -1 ,� I I . . 1. - / I , I- -- I -- �' � " I I I �-� - '' . I 4 " . 11 I 1. -1 .1 . � I 11 , I , .1 , � � . . I "I" I ,� � -- I - , . - I I " I . - � � - I 1, � . ---� / I I I--,- . I - I � -" I I I I I ,---' "-'� - I .1 � '. . - -- ..- " � / I 11 . - z " . . --- I I -.111 1. I I . I I - . I ,. " . - 1. I 11 - - � I I -----, / I . - ." .- - 1. I -1. I / - / .� " I �11 ----, - � , .... I .1 --.- I --�� �-- I I I 1. . 1-11 . I I ,-.- -- '.1 I - - -� I I,. / "'� - � If " .. � I 'I., -1 ,-.*' - -I',., . I I I � I I �''. � I . - I,., 1-1 1\ I .. � "I 11-11-1 I . 7 I., '. I ...- -i -----_, " ��'.. I/ .11 .0, ,.. �' . /I I I I.-, -- 1. I . 'I-, / / I- I ,- , , I ". .11 I . I I ---� .. , X / '.- ", I .��.� . I I/ -I'.. � I �' --\ / I I . - I -1 / . '-"-� " .. . , � I -� / .,- , I " ..'�� / � I . � - �' I,- . '..- I � � � . . ..' 1. I I I . I , , / .. 11, . I I I I . , . I , ,;. � I/ ) , -, � I .. 11 - . � 1. I I'll I .. 1� . .11 � � � � . I/ : I � - I ...' I I / I-,' I � I I . - -.1 EX 19 I - I . \' :1, 2 I I I I / . �- . I ." ,. I - . . I " I I- , . I ..' " . ,:, .. I I � "I '' - . - . . I I I I I-,' - . .� . 11 �. 1� . . I I � I I , . . I , 11 � - 1----1 .... ... I I % I I . 11 .� ,� �� 11 I--, - -- � . I . -' . . . I / 1-1 1%. : � � � I '� I ; � . � --� / .1 . I I . 0 I-, - - �- ,. : --- 11-�--- - �' - 'A�n-v& : , \ =-J24 . r�,- TOWN CENTER 1 z I �' "I ' . I . / EXISTING . / \\ '��-- - -�;�M;' 1-0-0�1- -'-"� - "I - ' - 59�.."' �C��,!" �;'�w"K''p,!!'� �� / / P �-"' ' "I .1, , - . 11 , "LzOt. -1z � . � _ Z' .: I -1 1. '-�� n.1-1 I � I '-';'- ; > 11 / I--,' - / b 0!--'?"'�' \\� .1-1 I--," , S -�ffmami'.-""ik . -� il-.%�' � 1-1 ,-- ' -� � , - -�-,'-"...f.- -a4z.,.'.. \\ - I 11 - - L� / - 111. . '� Z� X / -1- - ;' '. I-- -1-W11 "'�- .� . - - " \\\ / I 111.1�')"". . I � � ,. I I . � '-1 . I 1. . " --& TOWN CENTER 2 , - 11 - I � -1 - .1 \ , .1 , � ; �'. -.- � �17 C12�� � UNDER CONSTRUCTION I " '.1 ,. �' ". I -... ....'' � . 1_25 ';�� .5 1 I 11 . ,1 I ��. , - - . .. - 1b \\ IV I . 1. � ' . i " � " . %, I . - \\ - /1' - %" . 1- e, � . . , . e i�F I � -1- \\ - I %. � � ... . U I--, '. . '..' , L.- I \ '�. I \\ / 4F I I : - . I I . 111.� . I � � . 4 \\ .11 - .k / & 11 Ut 14 ,. '. - ��. / \\ -1 ';� , a 11 L % . -1- I . \\ / // 'C") *1 . - I .1 . . I - ' ."! \\ / \\ � / A -L -j �.'� J." I ; i . �� ' C., -'� - 1.1i I --- �(iKp . � . \I- . \�'- . 1-30 *W !!!:;;: "I. �� V, - ; . \ ---� �2 - ��'- 1-1 I / I .;_, - '68 � / W IN -515.9 % 11", IM -11" NIV-1 --- 24' � I 12 � / "R I ---� - 1� ", I I--, (:E,:X � E8) � - o I -- '. 11 i RELOCATE EX. DI #26 I- Z ----- . \ I,-,' / I � : / (\'2 .-' , - - . I I--, / . � -� / AND EXTEND EX. PIPE �- - I - "*- %�:":v"'- --- e . \ Ilk -1 // ) �" : � WITH 12'- 15" RCP - , , I . Q I - 1� // . , I I fill . . - I � -'1-11 �-*' �-" ' --�- - il , i - ; --� i � I �-� I I ; . . . ; ... - �� -':��4zc'6;;�- . I/ .. - i I -'j z -�� \ # --'..' .� ;. .� �..." i � --_ - ---12� �� Y/ 1. 11 . i r- � Ex mit 16 ; I . .-.. - ' I � . �' .�. (Wo I . j / I �':'::' . � .. .. I ' - IrV.) "I .. .... i 0. " �� " .'& -" I- � . 11 . ( . -'K'-V.",'��"'P -�Q--.-" � I ---- - , . � I , '-'� . I Structure No. Inlet Type - 1 36" EW -I Top - 453.00 Invert In- -----� - Invert Out 450.00 Downstream Pipe .. - Note 15'- C L. I EC- 1 2 DI -3C, I O' 477.50 471.00 451.50 - 133'- 36" -CL3 RCP From 3 - - 471.10 - - From 5 3 - DI -313, 8" 483.80 476.50 - 476-30 203'- 18" CL. 3 RCP - 4 DI -313, 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 -313, 8' 483.50 - - 476-00 7l'- 15" CL. 3 RCP - 7 - DI -313, 6' ----- 481.00 476.00 473-50 63- 24!'CL. 3 RCP - 8 DI -313, 6' 484.00 479.50 477-00 67- 24!'CL. 3 RCP - 9 DI -313, 6' - 490.00 - 485.50 480-5-0 68'- 18" CL. 3 RCP - 10 DI -313' 81 494.00 - 489.50 486-50 - -- 66'- 1 9'CL. 3 RCP - I I I DI -313, 4' 500.20 490.70 . 490.50 67- 18" CL. 3 RCP - 12A DI -313, 10' 502.50 495.10 494.90 212'- 18" CL. 3 RCP - 12B - Dl- 1 -- 507.00 -. 502.00 500.00 126'- 15" CL. 3 RCP 8" RDL 13 DI -313, 8' - 501.50 - - - - 497.00 5, ,_ ___ - 14 36" EW -1 487.00 - 484.00 - 15-'- CL. I EC -1 15 DI -313, 12' 514.50 510.00 485-00 56'- 36'CL. 3 RCP From 16 -- - - 510.00 - - From 19 - --- - 503.50 - - - From 20 16 DI -313, 12' 520.90 516.00 512.80 13 P- 18" CL. 3 RCP - - 17 DI -313, 8' 529.50 - - - 524,50 - 520.50 213'- 18" CL. 3 RCP - 18 DI -313, 8' -- -- 529.55 - 525.00 24'- 1 S'CL. 3 RCP j - 19 -- DI -313, 8' 517.00 - - 511.50 44'- 1 S'CL. 3 RCP 1 - 20 DI -313, 6' 517.00 512.50 505.70 - 177- 24" CL. 3 RCP From 21 - - 505.90 - - From 23 - - 512.00 - 1 - From 28 - DI -213, 6' 519.50 514.00 513.80 - 167- 18" CL. 3 RCP - 22 DI -313, 10' 519.17 516.00 514.67 43'- 1 S'CL. 3 RCP 8" RDL 23 DI -3 50 506.90 506-70 53'- 1 WCL. 3 RCP - . - - - ...70 508.00 If - - I &'CL. 3 RCP - 25 MH -I --- 518.70 509.20 509.00 64'- 16'CL. 3 RCP - 26 DI -313, 8' 519.17 510.20 510-00 - 62'- 18" CL. 3 RCP - From 27 1 - -16.00 - - 27 DI -313, 8' 519.17 - - -.-- I -11.00 59'- 1 U'CL. 3 RCP 28 DI -313, 4' 517.10 - 1 512.50 1 24'- 1 6' CL. 3 RCP - I / . I ' ", /I // I f .. 1, .- I '\ �- � *11�" . . pi -- --mr-, , 'y I � 1 �( -Z - --.�-�---,-�-.,--,�-,��,-,;"�---4,-.e'�,-�,�..,���-��,�,,',�"",�,�;� '-,,.'-'-�����,�'�,�",-�"-F.--��-,'- \\ I �' z '9'.'- .'.'."'. 114 . N 1% ,'-- - , CEX ' - 14 '. �: � . - I I �. -- .... -,.,-�,�'�4�-<� � - I :- , \ � . . � _,�Q - �- , ; -, .' / , \ -- . I - .- 'r - - *�' (� , ,-.,--.,.. ..%�"-- - �-'-�:��'- / - �--" '- 1, I I ,� ,,, , , ... I " :'.. , � �� ". ., .. -� , -" � � . ; " : ,;; . . . . . : .' .: �� -- I ; . -::I��.. �.-"' : � - � - tl-.* .:I- ( t. I .1 � � ,. . , I � -.",,��',*�:,',---.��,-,�.����;-,-�7'�.�.",-.-, � . I ..... ,. " " . X � ,� . I I I.,''., �. , �'.:';: 1, , - � , '.-..' - / - i 0- Itez.- / GENERAL GRADINGNOTE: \\ / / . ; I I 1. � �-' - ., %. . \ I �, 1. � � . ": :-- , 4' - . - -- .... -. -1 -- --Iluz dlwn.' 1. � ' : , . �:'�::::�: � �:. . , -. � � �,��,.',,,,,��,,-�.-,',�,,.-;,,---',- � .... - ( -� i. El 6) 1 -1 I . . I-. 1. - � � ,. 1. � -.�":-. �-'�'.',!!'_. --�� . . . . . . . . . � :-- ) - --�� PARKING LOT PAVEMENT EX 0 1 1 1 1 1 1 - I . �. � F'��, I - , . . � . . . . . � , 1� M&:' - � . � I �' , I "...'..'�!-�-_," I .1 . � � I I . I I I - � ;�; , I 1. . � I I � � �� �' �'.-_��.--,',�& 11 I X 1. 1 � I . R, SLOPE SHALL NOT EXCEED 5 % � -� I -I,--,' -'. -1 I �&��i,-Clig�s�* I � . %.-- � I I � �� I � . - �' CEX- EI) I . 141, - lkefoN* / � -1 . . - . . I ..'. 1. ,. � �'.' ..' " 11 g"o` :�--;- . . .1 . - IN ANY DIRECTION. ':?� ;�� -,/ � I I .. ,� ; �::': I I �. - - �- , �.: . � �. � I - , � v. -- \\ / "I I . 1, � ' - ....", I I . .. -\ IN , , 1, \1 �- i / I I.. -""�-Vll� 1j --�- lk - I 11 '\ 11 11 . . � I " - � ',�� --- I I / . . r, -, 11 - I . , ��' I 1. ��'%�-�'�1-:' I ; . " -1 -� �� TOWN'C f - - 111. �' w - I :z --I� (-EX. VI -0) -- - -----� . - . I ' �. - . � � � � : �- CEX. 4, ,` 11 .1 , I X . - � ... I -�.''.'-. .11 -�52 - I.0 -- 7 ' ' ... I I I ( EL.'� I . I., I N I - � - I . M - , 111--.1.11 " ,. : �- - \ � � .1 I IFFE: I . :' : � -�' �".'!o� - - -- I M � � I - 11 �-- I I -� r -- �� / . � " ' - I., - � � : �-'�;�"-z� ' I.. m'� I __ew- I � 1\ � �\ q3( 19 TOTAL SPACES:,. , , , ''�m.i4�� 7 " ) I � - . I - I � 11 . , .� - - I - . I , . I �� . I � I � .: . ---�' "- ,".,- " Z�' - - � \\ I ' ' I - I I '� � � - --Z�11111,.t,' � � I I .. . '- - � . - I � . . I � . :'. � ''.o.:,"..: " 11 \- - , -`,i"'-�-o'��'t'--' ... I 1. - - � � . I I � . . - . z� :- : 1, . � , - \ - , I I -1 I I 1-1. I I . .:,." . ',-!j.:'. - " ��:"- - - � EX, IE) I I ... " � � 1.11 1: . '"--" ,", . . % � 11 , I-- 1z . . . . ....... - : �"'-""��-�-r""�i��6 I , -. I !'r I - � I - - I -- �. " � . . � I I I I - � I -"- " - 18: -CW I \1 - 1, 11 . - X ,:" � �. I I , - , , : I I - �� I ,� �' �- �. ". , -- � , :.' �'' -- - I � - ", "' - I - . " � I , � - - , " � . I '�---'�' - �. -- � / '-',-'�"z��'%��"' �' , � . I... I � I � �� � ': � �:�,,,,,�,.,�,�����..!,,��.,�"�.' - . . � I '- " -- ,- � I . - ., �'.'- -1- � I . - ;��. -%k " -- . : . � � ". I I �� MT 1�- ,e - '� 11, . ",` . � . � - � '� 11 I 1. I �- � I � .. . . I . I . "-> ' 'k" ',�' - I I � . I � - - I .1b I.- �.-, - . 1. � I . - 1 I � I . I I . 1. I'll �� �g, I Ex km 02 /I . ," o I � W '' I . I':- � � ��-'�:�I;!'.:�.'-- � . . I �",'--'� . . I / ,� - , , 4� � -, --t." --� " , - �..:%�'-:- : � : .. � - . '....." .'� � I I . : � . . ,. . I -W� ' '0.-'Y", -'�' �� � '�.'�-: " �4. . � ,. , - 1.11 � � ''. � .. I � : � I I I .11 I / � � � / I .. . � �-' � - W1 , �-."�� �-'-,::!--']"�'��;� � � -� I � ''. � � - � � �: '' � ' ' - I I I I I '�: . I '- � . , : .: -� , ,:-' .'.� �; -��-"'-,'� � I I I I � ., �, I , �-.--,"�--'�- ;-. � . � . . '"', " 11 ", - ' . ", . - - '�'�;"' �'�' . , .' � I � I , ". - � -0 � � � - ' - ".. - - `;� 11 - -"""� 11 I � / � - � � '', - . *21-z-12', "�"N--. -,* :' -\ I I " t `,,--,-,, �- -!�-��� 'T'!::" . . �w� \ I .1 2 � : �� 1: . A, , , i,;�' - -;- ... � - - - ,.. . i - - I / - . I I I 1. _----, �� ,t"-� -., � :: -:z , " �7 -f�-�4 - " ' , ,:.;; , - , � , , , � , - ' "� / " - �� ' . �" I - - - , . �, ,�_' , , . ..' d' - , 1. � . . , T � . , �: I 1. , � 1� � -'R. I ��Cy\ -OF' �� (W) -471V - 'm 'g, ,� - .. --�:' ' "': I v�J Vy IN �,, tN I tK 0 1 � --,,:`-;--- ... '�' - , \ ' \ , .: , ,-- ��'� , . I . I I WNW �- . '&-."";� " -, -- -,..-,f,-"",- �� -, � � I . - .-- I .� ( ," -r' - ; " . � . - . Z-!,� �: - '��'� \ . ", - � I I 11 -:- I I - I I I I , 1 !-"-0'�`W-�, '��"-�-'!��--'-"�'-.":.' ",�,�, 't ,!,;, , . - � / - - I ,. I .� , "'A", .. ,,,, -- � - -� r - \ � ) . , � -.". Z' "I I '�\ """-, I / . - I � , ..:. � -11 - � I 1, - ----_ - IM - I .- .. I .. r 64;""'�y&-� -.�7 �-�'-' � , , - -'�- -� . .� . .. . � X I I '-- --- , : ' � . ��; - - - - . Ort: Z)UO.0 I '.. 11 �� � I I \ I T -�. 14 -� ' 'it' -j-,"':', ---�� \ P::�"-- - - ---- - ----' � - ,��' - I I I ,:' - . / . " \ - -111� I - � . �' ;;; '��.'g I : I .. ; � � ' " / 110. " 307 TOTAL SPACES �� - I '. --- - --..O- - -. _11.-'-'� 1: I \ 1-tz ,\;, -�--�--- OL, - � I , � � � / � '* � \ -- ,--- - 11 I ..' - .1 I I � � �� . 11 " ' , .. - , ... � � I , . I - I - .-� tll� : .. � .,.--,-f,::: �, , , 11 � I � � � - �"..'' \ I , - / \ � . � . I : - � : : : . / ��Ie'.4k� . "�\ 1�4 � \ . " I "' . � - I Z- --- - z \\ I � - I I - I - . - 1, I .1 '. NZ -.,--,- 1 " ' � . / / \X , - � I , b 1-: --"�" I I � , -� ". ;- -- \\ . - - -- 'li, . .. I . . L'3,,-- I : . � , , ' " \ I 1. ' ::I. � : � � - - I" I -':�.-'.- I / '-, / , -- �: - - - M I '- " 0----�f-'-�"" �-' - -�' -:, � - , ".. ": . *-- I : j � ; t I -1. I - , , �. .- ZU?' I . ' ' . - I I ... w 6) ,�: �� �r- --'. -..� �.' �--�' �' I � - - I \Z' , \' ' - - �' " .�� - '�� - I � " - " -, , I \ , \- ;W--.,-;�",-,-�-,�---,����:"�:�,��.�,���� � , "i I I I - I 1� - " � . , I -� � -- �5-1 . . � , - , 1� 1, I I " - "" -- - - :���.�,:��:�"I���,,,�t�;��.i-�:,�,",�.����""",:: ' - , �'. -- �' . "\\, i - I I , --",- - "�,""- � . I . - I .1 - , �' ` \ �' " '� _ � . , 1� go "!!��- � - I I I " ,;)( I - - I I � I -- . � 6"'��V---'��-'- �,'�--"--",,:�' � , , --- ,- %, --'- � - . z . - . ,'. -- .% . . �'�..-� -�. _7 . ". * k . . ' " 1, - - - -- �11 1 .4 - 1\1. I-/-- I i. -,/ \ / I 11 - , � �Qgi��g' -- -.- - �� I � I \ - � , . � ,- g ,-,,,, -2�- �", - -." I z I \ . I " - - -.-. - I I -'�'-*�'��" -"*�-�' ". - �� -I- 4 -1 � . - - I � N- I- -- I � � .. -;� .1 ., . � I--,' I "\\ , %, --,,' - - N ( I - I � I . . I , -= - '� I �" -1 . - --- I I I � I , - I . ��.:rM - � � - � . . I - .-el - 4 � I I � . � � : , 1-1 I I \\- � . - � .. I .1 1, " I - - - - - I I , I . I ; � % - I I- � , '� I �- I - 11 .1 ' ; , I � - . . . I I . - , � � .'. � . 0 1 � . � I "I ` . - '. r, I �� . q � - � . � . -11 . . - - � I . MENNEEM -1 I . I I - - 11 , - -- I.- 1. .-\ - -1 -, N '.- 36' EW -1 - I t -'l I "... I 11 --1 I I - - 1, � , � / ' 7,,.-'..:,.V ""'�"" �� ' ow I , I \ ' I � -453.0 11 . -1 M, --2i I I , 11 �'-- 3�, U, TOP - I ) i .. ' � �' 1:3� -,-- 1.1-1 ��;. ',I k W�-:_j - I . . I � - I - 1, I., . � I I I - . -.- \ , �� I ---- � -- -.- - - - -----, I. -1-1-1 -.0 I , 1, \ � : I )' :450.0 - " --'- � 1-1-1 . - - --'- - - � - . ::., -- . --,.,,,,-- .... -- I .. - - . I . I - .1 . " : --." -"-, " -1 - i --4 . I . � I . / E : CL. 1, L=15 . - � -.,- -1 . .I -.-- --l-11- -1-1 �-' �-� - I ) � ' . . I I \ � -- -,---- - - - I . I - -,- . -1 I �'� I " , � , i - -I."- ., - - "", 11 - - I -- - -Y'-�-�;X- -,'..". I --I.f .1 ' I-. - - A .' - � I ' - � �. I - ;� . I � � - ,,, I I I \ " I --/' � -11�--Ilzl I . I I �, � - I . ,� I --'� 1, - -41-1 I I . ' -\,/ I � . , 1 2' , 7 � . - \ � __.I-- - ' � � � . . 7� � ---- � " - '-�.. i . . � : I , - \,--/ \ , I I I � . � �. � � , �; I . � . ,� . - I - �, -1 , '.--� I I ---�'/--'�f I � - . .1 � I �' ,� I / . \ I . . - - -,? -'-'...'--- ------ \ -1 \ ��.,' , � \ - � 11 \ � '�' -- � 1 '4 4. : \ 1 �'i� '----"�- -`� - � �. k -, I � . --��'V-----/ I I � RELO - . I I . - � ' - I \ , I \ I I - I 1, \ � , , : \ -.. % . �, ' \ , � AND 3 '�-�-.�-'� 7"-� .' X 1, I � . � I ' I I \ I , I - ' � t \ . I � � � , � � -\ ' , I I I � �' \ I W �%m�i'-'-' \ ' ' - ' - I 1. I . . I . . \ ' I . \ � .. , . % I : ' � � -\%j I .. ..' - � I I -.1. g�A - I \ ' ,' . '. I . \ - '* 'I', � - I \ � I ' % � I- I I 1, . . 1. ' \ I I I � . I � ' ' ' � I . - I I I I . I " k, � , , i, �� A 1� - � \ � I � \ � \ . I I .) - I � I - I � I \1 � ��� . �-'-'-m- �grg! � . � . . ) \ I -,- ' � ' \ v S g-�'�" o", % I . � � , '. I . � . I . I \ � . I ': - � '. -� -, 'I- �-'� " ��� .. I ", -,!- _-'- _ -1 , � \ ", I � �� '� \ i , - - � \-� � , � � ' . ; I . I �' � � - I . , \ I I I . I \ . . \N - '--� - .- I o' , \' -, � -w - I / , I I ; �, . . I � I , , I . I I � . l000, I � i I . � i I I I . . . . I ., , - - '00'� ---1 I I � .,.,--,-, � 1, �� u I \ I I I � . I I 1, k I \ : , \ i; . , , I " I I I . � - I I - - -- -- - � � , �. 1. I- 1-1, 1, . �\ \ 'J��) -,K,. -'fe I LI, . � -'��'-'-A' - \� # . I I � - I . \ ' , . ' ' . . \ 1: . \ i ' . , - \ � ' -, - - � % . I \ � \ ' I I \ . - - - � � � " ' - 1. \ - ,.-- - .1, . � i I . . , - - � \ , \ I . . I I I ; I � .1 I s % . I - - - I 0;1�' I - - - - - I I - - , I - - -",- �- ' I \1 I " I I . I � \ ' � �' k I I � I I . \ , � � , �. \ I I � , . I � � ; ; / I -� I I I , I- - -- \ ' . - N '. . . \ \ "I ..., M-1 M ., j , , � � � I . I . N I � AAQ9 I 1, \ - � ' , \ I � \ � -' ' ' I I I I � I I I I I I I � . � . I . '� - - � Fiw I.- - - 1--* , � \ I I - , I--,' 1. I , - - - \ . � \ �' ��� 0 � ,. \ ' � I � . . I � - 1- -- 1-1 1. � I 1. -1 - .. 11-1� I * . �'� '�' 1, . I I q I I , � t I � I - - _': o H ... � I I I % - I 1. �5�'�' � \ \ �. �. � 1, I � 1, - ' - I I , I I \1 - . I - - \ . , RE I I � 11 11 �, 2�1 � � � � I , . \ \ , I Nil . . . I � I , E . �� , \ - - . . . t � s ., " " . 1� . I . � I I I ' � \ . I '� I . I -- I I \ ' N -C\-\ � -�� �- 1. I IV. �'-W' ��'i '... u 11, k � I I . I I . 1, � I I I . V, .- \ i -., - : ' , �� � I -, 11-1 I'..- - .. - � - �, . � \ .z . - I . , � -- T-'..' 1. ; I I - - . 1'. I : 487i25 . - - .. I � , , ', %'%6 -"""'-- \ � I : s ' I ,' -''- � -, - e � -'$' M`- I_---- � I i I . - , -.� 1.1-- - . I I . . I ' � 1, � . I , 1, ..- '.. I - -- - kv!� E I . I . \ I � - ' I I � I I \ I . I I j - - � � �- I 1. I I I . - � \ ' ' , � \ , I I I I I I . I � %� � ; I . \ \ , 1, I I . I \ I I . I � . e . ,,, '\ '-� - --------I.- I \ \ --�Ilr �A - I I I \ . . 11 I ,� � I � ; � 11 � I I �- - - � I I 1� \ � %, % ' \ � � '' " 'A , 11 . I � F , � ; z 1 490 -----,' " '.. - - - 1* .. .. , ' � � -- , - � . \ - I I 1\ � I . \ � - '� � . 11 I \ I - � I � I -1 - . I I � I � �' .. I - . " - I � I I , . q " , - I r I . I I I --,-, - ; '_1 . I \ I I I '. . - I .' ' � I--,' . --1 I . \ . I .� ." I ". .1 1\ , --� - �11%-" I . - I I . z I � � \ I I . � I I . � - ' .. ; :, � - I . . ".'' .� I I - I ' \ ''I', - r , � I I I .. - v -7.71--l' �' -- .' . 1. - . I - - -1. �- - . - I � I I � . I I �� I , i I 1. . . --- - \' .. "I 11 - \ . , I : \ �' ,� I L � I .- . I I - I . I , �i , �. I ---"� - :: � �-'-- " 1. -. � I I . -, - -.' I �' , . .1 . I � � I � . - I \ I I I 11�1 �' I - - ... �, - , I - - I -'� -�'--�-�- '%", 1- .'' I �- , . �' ; � I - - I . . I I � \ � , . � .\ ' . . .. - I N." I - , I - - ' I � % � � I I I �, �- I � . -.11 ,". I-, - �� � � . - .'' - � . � I . �. � , . I � I � � I � I I , 1. I : � I . - , ' �- �� - - - I " . \ " \ . � . I . I : � I , 1 � \ :: s . - � � �� . I :1 . : \ � I - �-' � % I I I �.. �.' � � " % . . . 11 I 1.11-1 .1 -11 � .1 I � � ; � � '� , \ . � I I . \- . -, � , \ . I I - . . : I I � . . I � . - 1. - I I . I . . I . I I � - - � . I . . �� I � I z . - . . I � - . 1. I I , I I . I .. I . .' I � I � I . , . � . I -- -- � . I 11 1. .� I , __--- I " -. � , : � \ I I I � I I . I � ... I : I � � \ . . - . - ; . I . - . � .' I . I , ; I T I ' - . I 1, I ...' - 1. . , --- - - � I - . I .. - . - I - I '.: .. . I - I I ... . - . - 1. 11 . - I I . - / ; I I . I I � I . - I I .' � � 11 - ... I . .. I I I 11 '\ 11.1 I - I � � - - I . � � . � ; \1 � ; , . .% - I I --- - - � - � � . � ," I �- I I - I .1. I f . � � . i � . . , ,� 1, I "--N �:�' , , I . � �' \ � - . I �11 I -: -1 I 1, ' 5�-'- ' ' . - I - I , I : 1. I .. � . ... � � . I � 1� , --. I -/ .- I - , � . : . � i : � � I I \ �. �' �. � " � .' � . . I '-� % \ . \ ' I I E . I I � I � . '. ' I � I 11 1, � I'� ..' I --� ,� 1, I . , . � .1 -. . I : 1; I / I I 1% . . . 1, I i I u � I , �. --_ I . � I . I . �. .- . � -1. I I '. I . �' I j I ' I 1%, ;' % I � t . - 11 �, � I -11 I---- - � � . . -� . I I- � � , I - ' . I . o I � � \ ,: 1 1 1 N. � . . ." , � I I -- �- I -1. I �' I I -.. - ,,,, . � I . I 11 I I . r I ; I �� . , 11 �% . � � � � 11-1 I \ --i. I - -, -. � . - I ---� " - 7 1 � . . ' � I . . . I I .1. � . - '\_1 � -. . . I . � � I I -� 11, 1. 1. L �. �' / I . �' I " . . I . I .. . �. I � . - I,- �: � I � '; � '� ; ' . � \ \ , I \ . - � I --l' �. p I I I \ - - \�-'\ . I '_1 11 I . - �� . !- I I I � " . I . I I � I . � . I - , . � .--11 . . � . , . e : I , - , % I I I 1, '�-' % - �, � -.. � I, % . � \ -11 - I , - ", - - I--- 4 '--� - '---'� I '. � - �- ,----" I - - -- - - -- 11 I �' " . " '. \ I... � � - , \ ' . � I � . I � I - " I � I �'.' 11� - - �11� 1� - \ I , - . I - ----- . "I / ,� - - - - " . . � 11 I � . . � � � �� I - . . � - .1 I- - . I.". .--� 1. / '. . 2 .� � . I " , � - - I I � I . � � I . . I I I " . i I., 1, � � , �. �� �' %, '. -, 1� 1-1 - '--� I � . t I . . I . � . I � � I ".. � -- 11 '. I � I I " � I I . � . I I k I I . . 0 I . � . \ ' '. 1. I I . I I . I I - . .. . \ 1% 'I.- . ' % � ' I � . \ " " ' -. I � 'I-, - . I-. I \ : , . : �' \ - 5AO : I I I I . I � r . � I �11 I �' - . * ' I--,' � � � I I � I - p I � . . I �' � . � - I . I I I . - . -% � I I . - ". . . I I ,� " . . I I I - . 1, �, t I � I I .- ' L I I � , . .1 I 11, �� � I L � 1� �� � � \ I 1. 1%, 1. I - - 1.� I \ I . .. I I 1, . \ I I 11 ��� ; - ' � I / . . . . " / � I - , . . I - I I I , t. � . . - � I �, 11 i . . . � - I " . I fl� . 11 I ' . . I I %. 11 , . �� � . � -1 . I I , . . - . I , � I I I I ' � I � I �� . .. � , � . I , , 1� , I I I � I I .. � � � � . I . . i 1\1 I-. I 1�1 - 1. I � I I I , I � I / I 1. I � I � . � � I *. . I . . . % . � I 1, 1. -" I .1 . I--- � .1 I � . � . " I I �. � I � I - - I I '1�1 . . i �' I . ' . I I � - .1 � ; . " � . . � I - � : � . % r I \ , " ' ' �, � � . , � . I I 1, � I . , . . I .1 . t , , I . I . % '.1 -11 I I \ il - I I � �. -1 .. . -1 � " I 11 "I I / .1 ... I - - .1-1 1, � � I . � . ., - � "., .11, '. I 11- I -. � � - . . -, . . . � I--- % I � . � � I -1-1 "---' '� I I � ., . � \ � � : � ; � . � � I �. � . I '�- - I I '- �-" I � I . � . \ ' I .. ' '-� I . - � - I , � 11 j I : I � , -. ,.' � � I %� . - . I ". \ . I - \ ' .- � 1. I � I I . � I . ' . . ) : - I . . I .- N \ � � . '� I I . ' I I . � I , � � - I . � / � � .1 " : z �. . I � ) i * I . '. "I . I I q . � I I I 1. .� I / I . 4 1 1 ,.. . 1. I I I I I . i � . I I ; � � . � - � . . �' . I ". . I \ �' '. I., - � 1.1-1-11 I % �� - . - ''.. -. � \ I �, .1 ,� -�-' '' � - .�e. I I... I �' � I . I I I .: I - - I �". I .. I.. '�.' .1 / : . I � . ,111111, ,. . I � . �� ' � : I ; ; � . ' 1. . , , . . 11 I 11, .1 , � / � I I � , � � I 11 � ; q . : I ' � . � I I I --\ � 1, , / I - � I ...' 1- � 11 -.1.1.- � I �. ". -- 11 � I I ; � \ I . 1. : � I I . . . 1- . . . 11 I " � 11-� I , --l- ...-.1- - -, - ; . � � I . . I I I 1. ., ".. .- ., - - I � I . . , . I ,� I .11 . - , . .1 � 11 . . % . ; / r I I ., � � I . . .. ..." '\.� 1. � 1, \ , �. I - - � I" I .�� ,. � I I � I . - - I . I . ; . I I I I w I � . -� . . .- , . I . I : t : I I ; ' I � - ; I "I " I . -� .1 � � . . : I / . . I . , . , � � I I 1. I " � I I - �'- ---�- .�' .1 ,. .� � I -- - . I - - . / . . � I � ; I - : - I I I � ,- I ...' 1. � I 11 . .� ., 11 I � � ; I I . ' . � � %- - . I- I � I .. " / - , I � I - I I � ' . I � . I I . � I I . . � � .1 I 11111111� . I .1 I , ! - : I I I � �� � . �' �. I . I I I I.. 11 I - I- .. ---4 .1 " .. . - I" - - .- - - - �.. 1� � .1-1 -- I I � -1 . � I '. I : I I � - .. \1 .. � .1 I I .1, - - � 1� . � '. � � I . I I . -1- - 11 . � . -- I I j I 11 -1 . 1� , I '. / � I ... ' � i ' .. � 1. - - . '.' . 1. , � . � . I . . I � �, - . ... - �'' � - I � : � . � , -, - I - c �� I . - � 111111"`� , . I ." � , . ,� I . � ; : . I I � :1 ' I ' � \ . I � I ,-"f . I / � "I I . I . . - I I % : . I \ . - I I --- 1. I ' � � - I . ,� "/ . w I 1 1, I i � I . I" I . . 1, I I I - I - � - � �. � .1 ", I '. I., I - .1 ''. I � I � � . I I . I . ) .' � : I , I � � I . ,---* . . ........... I ....... I I ,1 I - � 1� I I � I � , I I . . � � I ' 1. . 1. I I I - . - - . - z I I . 1, / "I a � I % I I �; � I � I . I '---� I � � I i � : � �� \ I . . I 'I-, I . � � � ' ' I ,� I I I .1 I - . I � . I : I . � .1 - �, \ � � 1� - I ... I �� ,---' 1. I . -- I I I 1. - ,-. I � - - 1-1 �. � . . I / . I ' � ,� 1. I I . � � - . I I I -- . % � -- 1.1 --*Io I -1 �. � - - I " .1, I . I'� � � I � . %, r 1, -- � �� - .- I . ,� --, .11 .p . , ' .1 , I � I . . I z I � - w % . -, . - I . . -11 � - . � I , I � I I 11 �' , I � � � -- -1 . I '. " / � , , . � I I I --I I . z � � I " � . . I I -.1 1. 11 " I .. I q :. / , , f : . I � � - � , . .1 � � I . � % : .1 � .." � --"4( -, 1. . " ..' 11 I I I � I I I I I � I ; I . 1. � - � , '. I- �. . � � ...' ---1 11 � . - '' I .. --1 I ,� ''I ; - - �. " / L I Ji -� � , ' . . I % � � I - � ., I I % � � � I 11 . I I \- I --- - . 11 I I � /'-'�. \' .. - - - I - .1 � 1. " "I I 1. I - � �" - � � . �. " . 1. " .1 . . .1 � .� , I I I I : I . : � �' \ I .. � I I j .. .. , I--- . � � I I I -, � ,-i I I I . I . . I . I � �' 1. , . ' � I ,. ,� � :' I , I � 1� . . . .--:110011 - - I - 1, � , �. -1 - �.. .. - - - - I �. � - 1. - . I I I / . � . , I . � I -1 � � � - . I I � � ; �. � I � I . . : � . . I . ,- , � '. I / - ; �; - � , I �, . . 2 I \ � "-� I I � - I .1 �- 11 I . I .1 I I . � I � . I -- - . � . . . . / � / ;: ': , -- -� � . I I ,� . .' � , 1. 1. � I I . I I �'-, 11 � - - �. , 11 .1 '. I I- � . .1 I I . �.. '�� . I I ,� I I , I , , , . I I . --" - 1, -� -� 1. I - . . '.. / �. .. 'I . � . I \ , . I � I . . I I ., � . I � I � - - - I 1. - �� I . I I I . \ -1 I � � I �- N-1, I - . - . ,---' 11 - 1- - - - � � I � I . . / I I . � : ; � k " 1. I I � � I I I . . . I , - . I I . - '. I .11. .� I I , ., � , � \ �- . . � I - I . q .� -1. I . --� I . . - - I I - - - - I � I/ � 11 'r 1-11 ''. I . , ' N. - I � I ---_ -.. � .1 1. - - 11 , -, --1 -. - .1 I . �. . ---- �� . . 11 . I I ,I ,- I" . � � I .. . . 1. " . � I � \-� ""� �� I .. " .... � .-. 11 I . I � I � 1, -1, 1. � . . I � I '. I - ., I ,I I I I �i' / .. ;�� I. e � - , ."; / �, F" I , '.' "'.'.' � . I 11, , \ .. ". � , . � I I . I - �, 11, �-. 1� I- - / ''. . I -. - � I ''.1 - --., - "I. - ". - -- .1 - 1. --- .1, I � I ,' I � , , I � - . 1. � I . I . . . 1, - � I 11 - .1 - I - � - I - I .1 ,. - . I I � � . . � / A I -' ' � .1, I I , , . '. � I . / �� % . 1. - , .1 " . 1-1 ' � . 11 1. - -- --1 - '�. I p � / '� / � � 1. � / I. - �.- � -- .1 .. I . � `- " . . . . . � . ". I , '.-�-� li, -1.. � I . I I " "I' I -1.1. - . 1. - � � I I I �., �. ... I. . t "I : I i � 11 I I .1 . '- .1 I I ". I .1 - '� �1. . - - I - � -. .11 / " ' � I -� '. I - -1 I , - - I . . �. I" I . .1 ' a ; I � 2 � I � , Z � �� I I I " . �'. "I . 1. . ) � I I % \ '�' - i . / �: I - I .. 1, - .1 � - '/ r .1 � . � I - .- - - .. - - . -� I 11 - . - � / I , .; . - " .; .-� : I - i, / "I . -- . ':"�.' .-I. � � ,� I � .. r f J I I I . .1 " .1 - I .1 � ...'. ., � �. --- --' 11 - - . I I � I I . - " ..' I I . 'i ,- ' I � � . . - . ---1 , I � - I ..' . .1 I / ", � - ,:,. - � / - .' - I � � : s ; I I . / . . - - � 11 I . . - I - 1. . . � I . z : .� I I I . � � � .1 � . � 11 I - I "I I I I I 1. - --- .1 - I . . . - - .�� e. . ' . � , ,. � I . � . - 1� I � - 1. - - '' � -.1 -", I- I-- - � ---' I -'. ... � 11 I 1-11 "I I . I .'I. ' . - �" - ; .'. ,� .. " �, - I", � I I., .1 I 1.� : / - , I I : . 11 " I - I - I -1 - �'� ., .. I I I I I . I " I . ... I -- I - - - - - . - I / . I 11 . I / �. "� . -1 ;" I I : 1. . - . , - , --,( " I" 1. I , I .. . . I , - --� -" .1 I � . I I I � . . i . . . . . I 111. '. - 11 I I - �. - - 1. .. - . I . - . I . I - - I , , , / / : ' I :1 .1 I . . , I : � .? � . / , .. . 11 . - -'. ! --- 1. . I I .... I .� � , / , " � . � . i I I 11 '-, - - "I � I � . I I I - I EX. STORM 55TRUCTURE 12 EX. STORM STRUCTURE 19 EX. STORM STRUCTURE 115 EX. SANI ( I . � � . -- -- � .11 I �. - 1. - ... �. ---1 - I I . . I , . . I 1 EX. Wit is - ,* � . . . ; . .1 '�� ''.1 To SEWER W*Qf I � I ; � 11 : :� . . / . � I f . I . I . I . , , , - I , -- .. - � . -.-I - I '. , 1 . I � : � , " � . . I � I I � - 01-4C L-8' DI -3B L-8' DI -3B L-14' TOP ELEVAIM= 47&39' ,. . . '- � , , I � ' . I I . 11 � L -� I / ;1 ' 4 I , I : .. I ( , 11 , . . � - , . . - " --� I , I , . .. I 1, - ,,- ". - .11 , . .1 '. . , . 1. I , I , � - � , / �., . I I . ; I � , '_1 I , I I --, � �.. .. .1 I - - I - --- . - I I . . I � " I ' � : h j , I � : .1 � ,'I � d I . I / I I I - 1, - . 1. � .� TOP ELEVATION - 480,01' TOP EEVATION- 485.44" TOP MATION= 499 -OT 8' P,V.C. IN= 473,59' , -- - . � .- , I I 1. - : I : I I . � I ; I � "I . � -1 � - : ; I - --1 -1 - - - . - --� -1 "I. 1 27' r-M.P. )N=460,86' 18" C.M.P. W- 480,93' ; " i -1 - - I 11 '-.- -- I I . I - -1 ',� � ,: / � ' . . I . --- . I : . . I . .� . I I � �' - - - I 1 , -� . . " � 21' C.M�P. IN- 494.06* 8* RV,r- OUT- 47129' I I I - ,. � I . - '." -11 . . � I . Z ; � . � I � - .1 I , I � I.. I . --- . - . 1. , -�. - . � . / � '. I � ' , I . I . I I I / � . � / . : F, � I 11, '_1 _-- . "I 1 30' C.M.P, IN= 460.77' 18' CA.P. OUT= 476.94' 27' CA.P. (N-- 493,49' 1 ... ... � " . I I -1 - .1 I / .. / - , r ,� ; . " : ' j / I I , �� r ; .� / . � I I ." - I �) �- ' , . � . . I . � I / z I I - -, I " � ,� � I � �� I I � .. i .1 � � ; I 11 � : . I I �� I � I I.- - - - - - ". " " ., I .1 : ; . .1 --- . - 11 I I -11 � ". I - . I . . , -1- . - I - � - .1, � I �' , � :1 I- '- . / ' , I I I , , / - .:, � ' 1, I � I � 11� ,o 1---1 .Ie I 1. �-� ) 1: - " I " I � '': / T '. � I I I � I 1, 1. - 11 1". -1 �� - - � , I 1-1 �-- . 11 . le R.C.P. IN= 468.2' 27' CA.P. OUT= 492.69' EX. SWt4RY SEWER MANI-W 12 1 1 i 11 . - . '-� � - ' . - 1- '. - 11- -- .. �' " - �. . :� / / * ..' ' '; I .: 1 �7 ''i '- / : 11 I " li . . . t I . :: / I .' I I : ., I '. ; ..--, 111. - � '_1 --- -- -.1 - 1. � 42' C.M.P� IN- 449.0 EX. STORM STRUCTURE #12 TOP ELEVATION= 48&90' 1 � I �. . .1 �. - I , ,� I , . f w I ! I � . t � I . � . - . I I � - I I � ! I I I ,! 11 , .� . ,. . I . I / . 11 - - - \- . � . / - -, - . � , / -� I /' - � . I � 1 I �' . . . I , � � 42* C,M.P. OUT= 448.67* DI -38 L=12' EX. STORM STRUCTURE 116 O- RV.C. IN= 479.30' . . I ; : ". 1. 1. " .1 � . - I - - - � ,. I , ' I , . , i . I ' f � � . I -.1 I .. I I .I. ' a � � � : . : " - I .1 .. . / . ! , / . . .. I I I 1-'(-�f . � �� TOP ELEVATION= 479-09' DI -36 L=10' 8� P -V -C- IN( STL6)- 481,04' 1 . . . � I/ - ,� " - � .." �. I 1. ... � , , I , -11' I I- / / ., � , .- I " ". .1 " / , I I ' I 11 I � / : 11 I . � I . �. I .. - - - ' I I � I - - -, - -- , - -, ' ,. , .1 . I � ,! i � I- . ,� I I .� 1. . . I . I -- I ,- .. VC STORM STRUCTURE 13 I$- C -101k IN= 473.49' TOP EIDATION- 5*95' 8* P.V,C. (W- 479X ., ; ; I I . . , ..' - - '' , ,- � I , � I - I I - .� , -1 I , / I : 1. 1 4 / : � ' ,-- . . � I � / I 1, Ili-, .1 - . . . , ,1 I � . I I . � - - -..- �. I I : I . - - MAMfOLE 15" C,M-P. OUT- 473,39' 18" C.M.P. IN- 494,65' . I . ; ; . '� . ; . - I 1 I � � - .1 - .1. . . I I � - . I - . . . ' � I : ' t' - - I � � I . "'. � - - - �' . �..': / . . !: . .: -11 ; ' .: 11 , / I ��- �� � � Z.: I / I . ' I � , : -, � / I I' I I : I I i / , ." . j . : I :: / �, I ; I I � : / I I . I . . . . I I z 11 -- � � - . . �- � . - .� - - � I I � � .1. I I I I I 1-1 1- -1 1. �-11" - -1. TOP ELEVATION- 482,04' 21* C.M.P. OU'r= 494.45' EX. SWARY SEWER MMHOLE J3 1, . I.. '11\ ' " . I" '% r � I r I - 11 - - - - 1. .1111-1 I - - . I .- - I I , . , . � I � . .1 " ,� / I � / I I � . - I . 11 I . � ��. f . I I . I � ; . 1 30' R.C.P. 14- 464,54' EX. STORM STRUCTURE P13 TOP ELEVEATM-- 508.69 �11, �' ' I- -., : � I " -- 1. I I I .. - " -- . . I � I � � . � , I .� . .1 . 1. - . . I , 11 -Z -6' , . I � / -.; '. , .j 1 � . / . , . . . " ' . . � .1 ' . 1. I I I - . I �, � 11 �� � � 27' C.M.P. IN= 464,74' DI V L EX. STORM STRUCTURE fig r D.I.P. IN- 503.72'(DROFI) S.W. \ , �. . `-1 . I 11 � .. I - - , , - --- . - . - . , I I � 1. / . " C-- //� � ; I ,; . e , . I I . - � - I I I ,� ' I " z . I . , I I . I I .. I / � �; , , / i .. z I � \ - -- � � . I . : I � . I . , , -111 I - 11 11 � '\\ �� 1, I 1\ ' � ; --- ' 11 - I .� I .. I i / �, I i . -... � - - � - - I 1. 1. - . . TOP ELEVATION-- 477.95' TOP NOT SET 8* RV -C. N= 5W.12' ,� .1 . .' 1. -� I . I . , - . ., � I . , : . I . . .. , . / ; . ; I I . , ' , - I , � - - I , � . I I I .- - - : I I � .. . 11 - I I . � I - ' ' . -� I � . � . , I . 2 1 � - ,� �. EX. STORM STRUCTURE 18 15' C.M.P. IN= 47175' 27" CAP. IN= 507O4 r P.V,C. IN= 501.02' ' % " It 1 , I � � I . ; , . . . I % I I . - - � � . I � -- - I . . 1 i t . . � \\ - - ,:. \\, - . I I ---� 11-1 I , I , I � / . . i I � � I , ; / z , I z , '/ �. I '� - ri ., � / . . : ; � ,. . . � I , . - I . I 01-313 L-4� -- 501,96' 8' KV.C. IN= 5W.82' � I I I .� 1� I . . - . . 1 I I . � I I � . '. I : � ! I I '. I � . � ' , I - � �� , � : I . I � - � 11 *^1-1 ' - - � I , . I - 1. 1: . � I I ./- ' ' ' . � . I . . . 1� .1 - *' C10. OUT= 473.55' 15' CAY. IN , - . � .." ,. I, . I I � ': � ,� .. I : . � 1. / '; � � , . - I I - TOP ELEVATION- 479.93' 27' C.M.P. OUT= 501.84' 8^ PY.C. OUT= 500.52' - � . I I I - - - .. . I q 11 . I � , 1. - .1 I . 1. � - - I ' ' ' 1-1 , I Vq' I , 1. . - I I . ; . � -- W C�VP. IN= 475.47' E)(- MW STRUCTURE 114 1 1 ; ... .' : I - I . - - I � w � 11 .. I - � - I .� - ' ' t ... , � � - � . I I '�-' : � . , , I I . I - , I .. I I ' ' / .: ; � 1. -'- � -- , \ " 11 �- I - - :� . . - . . , " / � " 11 :' / , ' I ' . , . . �. � � / - , : I -� . - . I / r � ' e � e . � . � . � 11 .1 -- - W C.M,P� IN-- 47i.75' DI -38 L-10* � . - �' - I - � � , I . . I . I 11 I I : . A � � - .. - I 11 -- --- I 11 � % ' I I - �' � i I . � I . ; - �.. 1, 1� � , .� I � 11 . . - .1 I I � � . � ; . �'� . , 1. I ' --� I I � I . ' � . I � ' ! I : - - I / ' \ 1, ", . ,. I : . I j I . � I I I � . � / - � ' �; - / ;- . : : I ; , I � . . � � � -� � �' 1, le C.M.P, OUT= 471.55' TOP ELEVATION- 478.07' 1 � 1, ' I I I I I I I - I : I � 11 , \ -1 1. I I , - / I ' .1 I i �� I I z � -� --- I I � . .. ' - , " , . r - . I � I � \ -, I � I., / - : . . I I � � z - .1 - 15' C -MA OUT= 473.89' \ %� , � � � / - . I � ; I 11 I . . ---- - .. 1. �. -1 - 11 - \ I I I . . 1, I : " --.-. % ---- , ; I I --� - � I -11 I- .1 --" . . . I I 1. I I I ' � I 11 .- � I � I 1� / , 1: ;:, � i' ;� � 11 -, �%- � �� �, � a � 11 --- . I I . ,: . ,� \ � - I 4 . I . - / . _0 � � � / I � I � I . . � � I . . I I -, � � . I . I .r � . I I � - - � / , ' I , I � I I --ML--R---n-z6- ..31111k..��� � THE COX COMPANY Planners - Landscape Architects Civil Engineers - Urban Designers 220 East High Street Charlottesville - VirgInic 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) 982-4852 FINAL SITE PLAN 11* .%Z Cie C1. '**� < , (j ft --.ft z cle Cid () < ft-ftft Ce W ft -ft. > C/) (/) W*' Uj -i W LX W < 0 :E < z U, > Lij -j < LJL. (') LL 0 0 z )..- �- >- �: z F-- D 0 %Lr '# U Cie LU > Z ZD SITE PLAN I Job Number: 06-50 Nx- � - %� 10 Cj/FR;Wk D. CO L / C. N 0. % - k- 4 \ 0 Date: December 21, 2007 Revision: -- October 9, 2006 November 30,2006 - December 18,2006 March 8, 2007 March 27, 2007 _ - April 10, 2007 December 21, 2007 North: * Scale: I " = 40' Sheet No.: C-3*0 - -- . E%. MR 16 5�6 IN =,2 r \�s 24' 011r=519.5 � � � CEX. E8 \ l4,161, Ar -i iy ■ ■ ■ THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East High Street Charlottesville • Virginia 22902 • (434J 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) 9824552 FINAL SITE PLAN CRITICAL SLOPE EXHIBIT Job Number: 06-50 Date: December 21, 2007 Revision: December 18, 2006 February 13, 2007 March 8, 2007 March 27, 2007 April 10, 2007 December 21, 2007 North: Scale: 1"=40' Sheet No.: C-3.1 6of22 Cie Q (I. Q U— Z Q�� w — > w Ce w W >U CIO U. LL �Zo F— Z) 0 � O U W i z CRITICAL SLOPE EXHIBIT Job Number: 06-50 Date: December 21, 2007 Revision: December 18, 2006 February 13, 2007 March 8, 2007 March 27, 2007 April 10, 2007 December 21, 2007 North: Scale: 1"=40' Sheet No.: C-3.1 6of22 ADT = 1359 40% =EX129 MA 14 LEWIS & CLARK DRIVE STATE ROUTE 1571 15 ADT 680 VPD 20% rn EX #A9 (IK.�24 TOWN CENTER I EXISTING NDER CONSTRUCTION TOWN CENTER 2 (TD2D, (I M.2 \\41, --R I 3' 5 100, JF - MR 5' Ek MR. P 1�v a. M.K ja C GR -2 rm GR -7 PI) I (�Ek =EX20 . . ........ CEX. 4 FFE: 521 �Q ........... EX F) CE_X L ADT 1359 VPD 40% N, - :FY01 tAL3PA t:S . - i .9 ; - : 9 1 � .::", ", "�'r - 7r -%E �:� - PINS TOP 42' KM (CW)_471,T X I UVVN CENTER 3 FFE: 5 2, yeg BFE: 5U6.0 A. n 307 TOTAL SPACES §9 X 10, 2 R X Q 4", ,�ACES --gg %IW=451 76 IM IK 5' QW R60' %;.R40' 154 R3' R6' R3'— C�_ I 2A Nil 41 111-0 6' R25' ..... . . . . . . . EX. STORM STRUCTURE J2 EX. STORM STRUCTURE f9 EX. STORM STRUCTURE 115 EX SANITAIT( SEWER W40f #I D; -4C L4' 01-38 L-8, DI -38 L= 14' TOP ELEVATION= 478.39' TOP ELEVATION = 480 01' TOP ELEVATION= 485.44' 70P MATION-- 499,09' 8' P.V.C. IN- 473,59' 27' CXP. )N=460.86' 18" C.M.P. IN= 480.93' 21' QMY, IN= 494.06' S' P.V.C. OUT= 47,329' 30' C.M.R IN= 460,Tr 18* C.M,P. OUT= 476.94' 27' C.M.P. IN= 493.49' 18' R.C.P. IN= 468.53' 27* G.M.P. OUT= 492.69' EX. SWARY SEWER MANHOLE 12 42' C,Mk IN= 449.0 EX, STORM STRUCTURE 112 TOP ELEVATION= 488.W 42' C.M.P. OUT= 448.67' DI -38 L=12* Ek STORM SWTURE 116 8- PY.C. IN= 479.30' TOP ELEVATION= 479-09' U-313 L=W r P,V.C. IN( STUB)- 431,04' EX STORM STRUCTURE 13 15' C -MY. tN-- 473.49' TOP ELEVATION= 500.95' 8' P.V,C, OLT- 479.20' MAI`#W 15' CXP_ W- 473.319' 18" C.MP. IN= 494,65' TOP ELEVATION- 482.04' 21* C.M.P. OUT= 494.45' M SWARY SE*ER MWiOLE #3 30' R.C.P. IN= 464.54' EX STOW STRUCTURE 113 TOP ELEVEATION= 508.69 27' C.M.P� IN= 464.74' DI -313 L=6' U. STORM STRUCTURE 119 r D.I.P. IN- 503.72(DROP) SX TOP ELEVATION= 477.95' TOP NOT SET 8* PV.(,. IN= 500.72' EX- STOW STRUICTURE 18 15* C.M.P. IN-- 47175' 27" C.M.P. IN= 507.04' 8' P.V.C, IN= 501.021' DI_3B L_4� 15' C.M.P, OUT= 473,55' 15" CIM.P. W 501,96, Ir P.V.C. W_ 500.82, TOP ELEVATION= 479.9,Y 27' C.M.P. OUT= 501.84' 8^ P.Y.c. Our= 5oo.52' 18' C.M.P. K-- 475.47' EX. STORM STRUCTURE 114 15! C.M.P. IN= 471.715� D -3B L=10, le C,Mk OUT= 471.56' TOP ELEVATION- 476.07' 15" C-M.P. OUT= 473.89' 1. PB�uilding Statistics Proposed Use: General Office Buildings Town Center 3 Town Center 4 Total Number of Floors: 3.5 2.95 Building Square Footage: 89,814 67,186 157,000 sf 2-Parkiing Statistics a. Required Parking Spaces: Commercial Office: One Space per 200 sf of Net Floor Space Gross Combined Floor Space = 157,000 sf Net Floor Space = 80% NFS = 125,600 sf Required Spaces: 628 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 Reducfion of Required Spaces: (123) 19.6% Total Spaces Required after Reduction 505 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 + (160,397-8,000 / 20,000) = 9 Loading Spaces Provided: 4 (Waiver Previously Approved with SDP 2006-00113) 3. Trip Generation. General Office Buildings (710) Existing Town Centers I & 2: 154,249 sf Proposed Town Centers 3 &4: 160,39 7 sf Total Town Center: 314,646 sf Average Rate: I 1.01/1000sf Total Trip Generafion: 3,464 THE COX COMPANY Planners - Landscape Architects Civil Engineers - Urban Designers 220 East High Street Charlottesville - Virginia 22902 - t434J 295-7131 Owner / Developer: University of Vir Real Estate Foungation 465 Crestwood Drive P.O. Box 400218 Charlottesville, Virginia 22903 P: (434) 982-4848 F: (434) 982-4852 FINAL SITE PLAN Cie z > U.j (/) UJ Uj -j Cie Cie LU > _j o < LL. LL 0 0 .1. F— z F— D vnm� 0 LLJ Z LAYOUT PLAN Job Numbe. 06-50 NK D. CO LIC. NO. 'ONA Date: December 21, 2007 Revision: October 9, 2006 November 30, 2006 December 18,2006 March 8, 2007 March 27, 2007 April 10, 2007 December 21, 2007 January 4, 2008 North: Scale: 1'. Sheet No.: C-4,0 6" DIP SS LATERAL --� EE U FIRELINE CONNECTION W/ 12"X6" TEE BACKFLOW PREVENTION cuanER co,ur.> INSIDE THE BUILDING (TYP.) a 12"X6" TEE 6" GV _ _ a•� s• �. aoaa�Lva 6" GV (wo�x carsr.> .... ._. ._ 6" DIP WL i 540.0 540.001 O } NOTE: O U ** WATER METER SIZE SHALL BE DETERMINED 535.00 UPON SUBMISSION OF THE PLUMBING FIXTURE 535.00 > COUNTS. CONTRACTOR SHALL PROVIDE 0 COUNTS PER ARCHITECTURAL PLUMBING 4) Existing rade U_ PLAN TO THE ALBEMARLE COUNTY SERVICE 530.00 /�r �\� AUTHORITY PRIOR TO INSTALLATION. 530.00 U , 525.00 U i� \~ 525.00 520.0 Pror)bsed Grade 20.001 FOR WATERLINE ONLY \L/ __ ■ ■ ■ L THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East High Street ChadottesOe • 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) 982-4848 F: (434) 982-4852 FINAL SITE PLAN Ex. 12" DIP L Q Q U- Z w-> 515.00 J Propos d 12" CI 51 DI WL Extentinn Uj > LIJ 00 J LL v LL O L O S Z 0 � O 515.00 510.00 i z 510.00 > o f- - 505.00 — 505.00 Q C� C 0 _ C 0 o a E U N C -C 3 500.00 cw 0� o N v o O N = �' C O = aq�� a) 0- 3 -' 500.00 a) O O W N 4- O Oa- O O U �_ O O O U N Q a) > C > O C 0.2:, � O ; C O C: O O O ~a) Oa) C 495.00 0 0 0 ;moo _x O ZnN O No O O NN _ O No O O— � O C CV (V Nw 495.00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 FOR WATERLINE ONLY \L/ __ ■ ■ ■ L THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East High Street ChadottesOe • 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) 982-4848 F: (434) 982-4852 FINAL SITE PLAN WATERLINE PLAN & PROFILE Job Number: 06-50 Date: December 21, 2007 Revision: October 9, 2006 March 8, 2007 March 27, 2007 December 21, 2007 North: Scale: Horz.: 1" = 40' Vert.: 1" = 5' Sheet No.: C-7.0 13 of 22 Q Q U- Z w-> V)�w Uj J < Uj > LIJ 00 J LL v LL O L O S Z 0 � O U W i z WATERLINE PLAN & PROFILE Job Number: 06-50 Date: December 21, 2007 Revision: October 9, 2006 March 8, 2007 March 27, 2007 December 21, 2007 North: Scale: Horz.: 1" = 40' Vert.: 1" = 5' Sheet No.: C-7.0 13 of 22 ---____�_, . - I I � -_ - . I / I 1.1 - . I I 1. - I � , . � I - -,( I _� ,. . . , I 1. I . . Z, I � � I . - - I I � . . .. 1. � - � � I I I -_ . , , - . I - � I .1 � 1. �, I., - I 'i I / I . � I -_ , I I I .. I �. ,� � . I � / - � � I I. I - - -1 .11. . I - . I .., 1. I . I . 11. � I .11'. __ � I I , � I . I _��_ _,� / ___ I 1, - �, � � ff ___ � _� . ,� I I - , I � � - . . ,� ! . I I - _� - � .. . .1 . - , I / � I � I � I , ". - 1 I., I I --- 11 I . � , - . � I . 1 �. (I " f . I 11 . . � - , - 1, I � �. , I I � - - - -- - . � � . � 1 _7-�__11, - - -- , , - . - ' , - __ j �_ I � / � I . . I 11 I . , I � I . - . �; - . . . / . . , I I . I I � I I I . I _� I- - . , I , I . , , � � ___� - . I - I I ___� . . , , � ,-I\- . / I � I . - i � � � 11 I . ___ � . - , - _ I / / ______ ____,� - L���___J___ Ar "Ar lklk . I . I I I I � . , . . ". I � � . - 1. I . .1 / .�. \ � - .1 , � , , I , I , � I I . - , - . . f1__ . I � � I I I - � . I , , , � __� -, I I I __�, � / _J� / I .1 - / - I : I � / ___� - - - I . . .. 11, . __ "I. , � . I I . ____ , 11, 11 1. p - I I , � � . � I .. � . - . � - . _11 . � I� I I . I , . . � ,� __ I I , . I � . � , ___1 " if N IN&K 1_1__� . _r I 1 I I . . I I � � ... � - , I I 1� " __j - I I I � . I .. LEWIS & CLARK DRIVE I \ ,�, I I . - --- ,,, - I 1. I . - , , --_ / I �'j . ) ,�r r / � I . I / I / " . " �, I I ,-- � 1, I . I "__� - . . -, j - f 1_1�' - I I I -_ . STATE ROUTE 1571 1 . �� I � I � , I - � - I ,�, "______, - , " I � � I _____� - - - -------- �_, � � - `- � , __� , I . - --\ 1z 1 I ; I / I � - / - - I � ------- I - ,_ ,_,� J � ..JELJL. � I I -_ . - - � , I , I - " I " I I I-- - , _1 . , . , 1 __4 1 1 .� 1__�_ :5 I1. I - --- ( " � 11 I - - , , _�_ THE COX COMPANY ,-/I - . � I I , . I -_ ___111�_AJ . , . j ..., I I - I I I � I- ''I I � - ___-, � �_ ___1, _ I I., '___ , I I" � .- 1_�, . �? I - I ,�'. - I � I - - ______� . I ,, I .. .. � I � I - I 1, . 1. - - - - � - _j ,. I . , --- I I- I I I - .1 1. 2 / I � I �. � I . I I � - I - .1 I � I I ___ ) '.. - 11 . I .1 . -1 I ___ - _ � I / I � , ___ , . � I � - - � 1_,� � , � I , , 1-1 � I 1 !r� 7---\,-, __� 11 / I � 11 - ' C) Planners - Landscape Architects I _.... � � ........ _,_ � z I � __ .. I .� - _1 � . �. 1-1 .11. � I � � I - � I I -1 - �- - �� . I - I I - . , __� " , . , '. \ 1 . I I I . ___ .1 � I 11 I 11 - � __ . 1. �. I 1. 11'' - I- . . rl.:�, 'I- ___ 11/__�Z_ �_,______ . 1-11.1 - � ___ .1 ,, - I � ; / I .. . I I � 1 22 g . . I - 1. I I I -= .1 / __- /I " . 11 . - , .- '1� ___ ". j I I 1. I - 1. I / __ . �. I - . �. .11 - ., 1. . - I � . - . _ I . 11.1 . � �. / . . : ,.� 11 � - 1. I I ___1 il . , I - - I _� �_, , - . I - I � . . ,� ; ; � � I : � --------- . . - ____ .1 I 1. - ,. � I " �. - I \ , I ; . I ,� I " I , , '1__1 � I .. a89 .1 I . I - '_1 I , I . . I I I ". . . I I I I � I , , , I , I � � 11 I I \ 11 " .. - - , . . � . - , I I �',/ a / - � I / , , Civil Engineers - Urban Designers 220 East High Street - ___ .� . .11 I . "- I'll - . I � � .� , . I/ '.1 - , I -_ � I � ., .. "-, I I I . , � . �, __ I ___ . - I I ". , � .1 I � � I 1, I ,� 1.� ., , `11\ , � .. . .1 , ; �_ . . -1 I I -1 1 . � . .. .1 I I , .1 , . , I / 1-1 I,-,' �. I . . I - 1_� � . . '. .1 I 1. I - . - I --' �� I .� . � .- I I � �. I .1 I I � 11. /1, : I , - _1 I , I-, 1, , - I "I _1� I . '__1 , I - � . � '', , 9 I . I � 11 . .1 ____ - -1, 1, '. , / . I , , I � I . . ..�, I I M I 111� . � I I I I 1. - I .1 . � - 1- - I �. �. . I-- I . I/ .1 .... * . . ...... __1' . 1, .1 � 1�_, , �, I �- I 1, �\ / I � \__�, - - Virginia Chadoffesvill- 22902.(434) 295-7131 I ,1� .1 . I 11 _. - � I , -_ � I . � . - . . . I 1� I . I I I I I I . . - - I �, , / ", .� � . ,_� - � I 1. . ; 1 �_ 11 � '1� " I I . , \� I � I I I . I , I I � .1 . � / I . .. -.1 .... �� . �. * 'I"' I . �, ,� ��11 .- � 11 I __� -, " .. � ,�. � "� 1_1�' I I .1 . '' "I , 1. " 1_____� . . ; : / I . - ,� .� . I I 1 I I � . I . � �� , , � .1 1-11 I r � " � - - ____1 I I- . I 11 " - - / . � I .. . .- � 11\ I . ` ,' "I ", I \1 ,� - I _� __ . I -_ _�� I I . I ,� �. , � , , � I � _ . - ,. -, _ , , - - -----, I . 1. I - I � � 1� -1 \ ': - / / Owner / Developer: ..- "�� . . 1 I � � I .1 _� . � �: I .1 �1. - .. . I z I.". , ,. . 1. - -.- / � . . . e . I - "I I �. I I � �, - �� '1� ,� . "I I , - . I I � .. I �'. 1, % � \ 11 ��, " � I .11 __11 - � I 11 , I . . "'*� / -----___ I i University of Vir in a 1.� , __ I.. 1. I .. . -, - I I - I .. _j " , � " I � 11 1. I I � �` Real Estate Foun Yatj�on 11-1 1� . I- I . -- ! � .. - .. \ . � / r I I . _1 I � I . �, � �, I - � I � I I . I - z 1-11 / - I - . ." , - I , . '1\ , <-, Drive �, � ,-*' � I t1_1 , I I I I . .. - __� . I . , , - . ., I 465 Crestwood I .. . I � 1. 11 _j � I � I , � I I - I . / . I I � // .. I / 1. � ,�\ I � . I , � ,�1.1. I .01 ",� . . I , .1 I . " /11' ". I , � �1� , - I � . .� . / .11 r ,� I � - . r I � - , �. �, . "I _\ / / I - I- I �, I I I . 11, "I - ." I I . %. I I / / -----_, I / P.O. Box 4W218 Charlottesville, Virginia . / I I I/ I . p I ,� '. --- \ .,\ � I . I - I � " . / . 1, I __\ I I 22903 . . I . " I I T . . � ,� I . .. I ;. I � I � \ I I - � I , ___� I 1, I I . � . I .111, ,.�'. . / I 't 1, 1. P_�:; 1; I � I ., �� / .1. I , -1 .. I., I ,. I . . �'. 1, . I . I . .. -- I . 1� ,_ . \' . I / - ___� , . __ I .- . � I t �� , "I � I , , . . .1 I - / ) I I . � I ", i q _. / I I . I . I I I . . , ,� 11 ., ___� / � . I , . I �� . . . I . . I I " - . �. � I - I � . � I r I 1. I'll . - �. -1 � . \ I I - I '. . �_ .1.1 11 -1 _. I I . - 1. . I � ___._,.___._� , (:��,_,L \____� , < I I - /,- , , a �k f9 . I -1 , .11, " I I , 1: , Lj_� - . .. 1� , . I \,/ / P: (434) 9824848 F: (434) 982-4852 I I I ___ - - . � - 11) I , - -1 I / . -1 I I . 'L. " - I - ,r �- \,,� - I I\_1 I . I .1, ,. .. . I --. ---- 1-1 1_��_ . 2 -1 .1 / 1, - ____ - , _ � I _-__1 �, ..., I- I � I 11 � T 11 - " . - . 1 .. . . .1 , . �, _� I I - "I � �_ � - - 1�1 1, , \ I . , . - � - I z .. I . , %, 11 "i",- , , \ I I . 1� . I J . ___ 11 I . �'. . 11 I I . I I-, -, .� � 11 �� " , . 1_,-,_j,,_� I .� � ..1. __ , �. I I I I ,- -11 I . -11 � � . � I . \ ., � I , I � 1_� . `��� ,_ I " I , � 1\ , �, , I , � . . . , - - " .1 . I . ,.; . �, / ., I I 1. . " 1. __ I � . 1. , I .1 I ". 11 ---I '.I I .1 I I . . I I- I .1 . I I ____� X I . .. ., i I � ". . � 11.1 . �_ 1� . I � \ " .-, -1 - "" " / . '. _. 1_� � � - ____� - 1. I � -1. � I I- � �11_ I- ,.\' -, I .. -11 . I .I.- � :� '. ,� '. '. . - --------_ _.. I I . .. I 11 . �� I , - - .1 , � � .� � . � .., 1� I I . - I I I I I __1 \_ 'I, . I . . � �. I / I - "I 11 " . I -1 �, �_, � I I , . I � . � . . I- ,. I., I I (aK� ?f'-- . I 1__� :. � � . . I I .1 1. - I . , ,- - I - ,.,4,.� � \ . I � I .1 . . 0 1__Vr___,j* TOWN CENTER 1 -- X__ -, I 11 I - \__� , , 71 . 1_' " "" - EXISTING 11 . - - 11 � - __ / 1� 1. . �." - I'll. - - I , "I � . /7 / ,�__ ,__,� - � I � .1 _1\ - . . � ,� I 11 I � .1 I 1. � I.- '__� // :: I-- �__, - I - , I I -1 "I _�� , � - 1\ "_�_11 -I'..."....,,........."", FINAL , 11 " , � I � - -1 - � 11 - , . I - �, I - - .. EROSION CONTROL PLAN KEY ". � , I _�, -111. - .11,111. I—- I.."-- .!'�,;, �, \\ � /I _____� -1� . -.1 � I 1, .1- 1, I - 1*1. I � - ,. - I "I ��' \ I -1. � I - N �a� bsk-, .11.1-11 � � ,g�-NJ,WSI��;2 z , __,__� .1 .11-1 ... ..... .� �11 -1\_j I I __ 'IN , - � .,.,. , - . I I , \\ 11 1__� / EROSION BLANKET/MATTING " P, 'v. - , - � ."', - " I � ,�g&,<,,p 0 �_ � .- I I - - I . ... 1. / -"I�i --_ - - . I . I I - , ___�"__ , " - """"'."', I... I �� . \ ,_ , 1, - - � .- I - -11 / OWN CENTER 2 ENTRANCE --- � C SITE PLAN .. \\ -1. / ,, CE PAVED CONTRUCTION - -, I , , ... I ,: I I I I I �_� I �� NDER CONSTRUCTION I'll, __ ____ -1 , � t N, 1� �.11- I .1-11-1.1 ,_1 __ -_ . I � , __� �_ - 11 _,-- � _. . I— . 1. '.. - - I 50, _�' -1 . 1z \ - . I . 1. I 11�1_rl (=1�25) �' \\ IV DUST CONTROL . I . ,� - uk., " 11 \ I I . ","", ._�:t_.�,, �i 6 11 I "-I- '��� I � �. ,.. _. ". . I ..... I I- 11, I I � � A. "_ "�' , / . I _. I 11 I . . . , \\ \\ �F DYKE I _,�,�, . I,- 1.11 / DD DIVERSION - _._ ___ , - N ___ I -1 . I /I I.. I 11 I .'. I 111. . �., .. �. "I .1 _� - I I . . ,� I I I'll %� - . , � I I . z � I - -1 . - \\ A- �Sz I I . I I - . ; k / I " .� I '' - . � I I � , - I .� - ... 11 1. & � I � 19z FD FILL DIVERSION ��_ I---- � L , . I �� , \ I I "I I . � I I . , � \ i ... % \\ Z, 17 a 'I',-, / I 11 ,__� , " 1 14 , . : / \\ 1__111� 1-11 IP INLET PROTECTION 1, 1. 1_�, // I . / ,. i, , % - TF__ V 11�1 %, / �_ " . / \\ #21) -\ I (y I . . , * I 1\ . I . \\ ___ A.� 1 1 : (f L_12_�I) - � 1� �:, - , 1. ', / \ I .1 -.- . #2 " I ;,,,. ;S _ OUTLET PROTECTION \\ I � I 0 11 I ., .1 I I z!�� LL I �__ - � . ��'- I \ ""'\- . , � . / , \\" ( \\I'. I I I \ . , I , I I - I V, - SAFETY FENCE -1, . - I., \ , , , I "I e<*, I . , � \\ I I < 0. 044r - .... � �\ SA3000100 IN -51! I ,�. . , :�,/ . � . -__� ___ - - CEX # D18 /? S F SILT FENCE X \\ .. . . IP/0 I TIONAL LIMITS OF I .1 %WWI , 24o OUT -5 I X - * 7 A . . _.. I /Y��, 0, . � � " / 11 = >, DISTURBANCE 11 X, ,,- 0 1 1-1 \ __1' I 7-f,p, 'Pq ",-�, 11 R SURFACE ROUGHENING � / --,-/, -,�� -I I I , �. , 0 D - "I // /f/', ,�,> 42 . I - , � '4�, � RELOCATE EX. DI #26 � \\ �. � 4 " / (�) < ft-ftft C) z � I . ,> I - - / ___� � I'll SB TEMP. SEDIMENT BASIN / I AND EXTEND EX. PIPE I . .11 �, I I 1, . I �i I � - 0 �� k / :;:�z I I CEX 1 7 o . - I Ilk--,/, : � / WITH 12' - 15" RCP I . _____ i \ FE -1 � \ I I - � I I . - I I Z__�Ca�) - P TREE PROTECTION \ I . /, �, /P Y/ De C)d () I �. Z�___ �: I : I - "., � , I "--" . \\ )� . \ . I .1 . �� ___� I . .. `� \ , I - I � . � I '*z 0� < 1- I ,f., . / . .. I �1_ TS TEMPORARY SEEDING \\ ( �/ 1�,, 1.�. � I I . �.e il I—- 2 . � // . 1� I -1 U, MR 114 . - SD TE�PORARY SLOPE DRAIN �, / - .- .1 . , I -, I 1. \ "IN " - - k, - 1.* � ', ---]t I ,_.,��,�O ,.�M, I () -, ( : \\, //44 / I ., .� ". - �- . - .�.. , . ��, I ..�i�A I Vf ANT SEEDING I I Oft -ft ft-ftft > W . " tor) (/) Uj � I f I . � :1, � z I - C, I . � I \\ // 1, I _j LU Cj� i*," z .: I �. I . / .11 ",.�...�.�,,-.�,�,'-�-.,'������,�.�-��.�-�*,�, � / I 1q)tW 1- ___._. __ .. � NZ��, GENERAL GRADINGNOTE: C"� I .11 . - " 4t, ". I , I � /_ 0�.:,t� �t � - - '..: . I ___bq. I*- PARKING LOT PAVEMENT - - I - 1\ N � o,� -I- , ` Cz ck� < ,/ �, . .1 , :.�_, I . I -1 ". "..1.1- ... "'. � ; , I �� 11 .1 11 10 X . .,_: I :.: - ._.: !:.:�,' ,_; �_�,��C, 1. 1. X SLOPE SHALL NOT EXCEED 5 % . .11 .1 11 . . ___�,!�At�.:.,_ . ..." . ::�. , �� � 11 :_ . �- _ �, . I "'o � . .1 � \ FK . I � I � �� �, _ , _ . N CF - FLI) / _g :�� I I . I I � . 7 ��:v,,:!,'�,'_, . . " \\ t* - I I .. �� ��"��__, , " e- � I . __.�.,,, - � I � I , , " , - / . 1. ., F_ ��.,.� .. I . I I I _.�.__, . 1 7 11 �, IN ANY DIRECTION. I I '\_1 11� .- , I _ - !_ I I " ' , * ]� . P11 ,_�, �� 11 �� V ,� � � ,�. I : i�:" -. . � I - . I I ��. I 1. I , , , " . '�A,_ � ___' -T) __-----!-7-- - ,�?, .. ,. , . ,%: �. I �� .�� � . I it f I _1:9�� " V i . I , -� �!,z-%, I's am � CE X. L7 LU < z -1 - , ,- _1� I 1� . . . . � .1- , " � _ --- ) 1� ., , ,�, .., _�` -,-_ � ', \\ ' ;,_ - ., t - �, I : r ___ �, .1 , ___,�_, I. . � I -1- I I I OWN CENTER4 : � _. ��-�,�-�,,�,��:"�'-'.,,,-,.,'-,,,,,,-, I I -/-,-,"��-- , `_ � :1 ���: ; , 1. - �, - . , '' , - - - , �, . �-` " " � � - .1.r � \ � I � , ., 'l -N I I - .. I � . ,,-�,,,N,-1 .-� - - ,' -_ - �� - I __Bv ..., � � I i�,,,-,,�",."�.�,�t',,�,z-",��,,,�,,�.�,,.,.,,,,"� .,-�� . I � I " ', , �, -- - _� � � � FFE: 521.0 - � - - - .- ` �,�,,-.,- '. / I "I-,, 00 _j > W � - I _,.- , I L :__ � ���,.".".:�,�,.,-.-..,!.-"-,.,,i,�� - / I - I - , � - � � I. \\ I I . . � . " - - :!� , : .� - -1 I - -_ -.;Zz lz�� I - I �, .. _ �:: .. . �.: I �98 TOTAL SPACE& . .� �: � I .. I-, � - - I � . � ,_�'v ,� , - �:, � I __ I I - .- I L I , , **** " I I I . I I � � . . I �_ - � , -, "I .�-�5� � I \_1 _ '. . - �, __ '11� -, . �c �,� - �_** �� . I I �� , I I . I � - � I I" " � 18:.Sw , " / < () � , - .. , .. � I - I . . I I I . :_,� , . . ,::. � , .." _____ :., :11 I �, . . . . . " , Ell �' I . I I : "' ��.",:: %_:�'_�, f,�.� �,: - , � I I �. � .e�___ - . 1-1 I � I - . I , . 1_'_K,,� - �: � � I . F_ ___;t� -1�1 - ., .. . '. " * - � . � . , I �> 1 � '__1 . - . I , - I �,:�-` *,]. . ",:, 11 ) - �%'�,, � ... #2 L / / I I I I / �,,,,,�_,_.�:.�. I : , I I I � , " , , , . ��� "'-' I I '. / I I I . -11,_ I , I �: I . I .1 � I . I 11 .� � ,.'v �� . " ` I, � : � � 4. " .2- , I - .. t�_11 :: � `:, ;�-_Allyl / 11- U. () I , 11 � . � _,, � �'N.171.1" I I � . . -,'� i , "I I - .1. - � I I - , . , " I " I - .:;,.,, I � � �. � � .1 � _�:. - � _ \ .. I __ �1 1 ,� .'j I'll �, , , I I, �,' . I � , - I., % - , � . I , , / - . I :1,11--- . : .:. _,.�_�,, . " \ - I . I I � I �N - �- : 11.- � .- . �- �: � , � , `� I . I / . I 1. �� .. ,_ I . I , _� IT 4�� " -;�,-Ic-`� 0 z �, -�-- - (CMP) -471,W .. . � � ." -, -- ,�� I... '.. .. , :_ -,:. � �._ ., I . _ "," -, -..�, -��:, ��,_ , , � ��,_�.;�� - - , - �, -,- . I \�\ I 500M . , � � , -,(�\ 1, ��,,,_�_ ,:, ,. : ;.,�, , .. -, - �- - ".."', � I , I I., �*:, . , :� I _!` -1 _ - � ! . I �: � '' �� _�_� ___ , t `*�,',",,-"`--,-,-,-_' -:",�' --- I >_ � �� - . �_ , - =,-# 2 9 - / - - - z-�� -,, -� ,-" ., . .1 . ,_, "..", , . � , ,, ,, . : __,�.�_ ._z, -, , � :_ , I \_1 �� � - �'_� / - - - , . __ � ��_!.��_ - , . I / I , _ , - , � - " �: , . � ,_� ". , " , , " _�.Ift_._ .- 17�' --, -� - - - ` �::.,�,:��-�',�� � , , _ A,;� ", , - - - ��� I I . ". �.. �.�,:..,�,' , __ - , �r_�,.� ":, 3 � �,�:��.', � - -�_ � I ��;_� - . 4LL,::- �:!� . . I . ;� � ',�,,_-,.,.,', - __ .__ I ,,���,,��,,�-'���".�,.---',,�--�,.,'.,!�', �,:!. �, . � -! ", - ,,, �--`��," .. I : , \X - '' - � , ��_,-_ / / I F_ z �: --.,.- ,.., , _�-�-',,�',��.,., 11 I �, . , 0 ��,`,�;,._��i�-,,--�� "t: �u I.0 � , , , 0 �� . \\\ � / ,�11 I I . I \ , - I L �, ��,' � -'. - - _ I ,.,-.. �Ik, ",�I_:: , . -11- -'1V___!1*_ . � , ., , ,z 11 . I ( � ` �, '-,�-'-".�,.,;",�"I"'.'..-"��",;�.1-��""I-I.-I�I >. , :, "�' , , , ... .. . !`,'-,',,-;.,.,z:�:" - , . --, - . V\. \& I--- 2 i4i 4� � . __ , .�_�"�171., �:,�, __ __ ---.-- � 1. 1. _f_��'.,�,�r� \ / . � 1. , - .- _�� ��.,',',,;��,4:, I �\ 41� " \ t ,., ; .- / � ` �_ D ,-. ES " � �, _� - /\�) � 0� ,// . . t�"7�12� F ''I . 11 '. ..� � \ ��"__, () 0 I . , �_ lill1l" I -, r0l - , � I , " - 'i, � .,�"Wt ; I . I , , I � - . I - I _11r .. � 1. \ 1 -40 - - .. 1: , ", �_ . � I , . , , . , - , .. , 'N - I I I I - - , I ,,,`�� , . � . 1. ,�� -'�,�].�, � 0 ��, , . . ___11 : 7:.. i I I . I I T , .:��. , ;;, " , 60 - , r iz.--.- I � . - ff n . '\ " '�-, ] R /\\ I C/) . , ., � , . , 11 . � -,��_,l � � . 1. I . . L, . /, I I .1 . I r I _. '! , - ,. . , .�, � . -1 I .1 ;� , ht I _. ,J�zf� I I . . I - .. � :` _: ". � , ��,"'.-,",'_,:, .. I ,,., ! - � .. p, ( I I / �\\ , / , -, __ , ��"! . 0,1,7�. , . I , �, U _:�,,,�--*,,� . I I \ -,,, -, .. --- � . I , I : -- ,\- I ---, I I I �-'-��-�,�.",_-` 17, , , I 0�\ !� � \- 4 � __ :1''..._.. �. , , _1 _._�i I _ ... I 1. 1, I � ; I .�, . . � 1\ , _� _f� -1- .. . -11 -1 . 1: _:% - � - - " �, I � �.�'.._.�, � . .1, , � - - - ---- - , �_ L.r. , , - � - . 400F , 'A , - - _., :� �, ". , � , ,:__ i _-.,_��-_-e,_� - I - - 1-11 I " I �, I I _. , � : �� - , - �. o ��� I R - 'k .. � . z _:_ � �: " - _ .. �. - " - - �_, �_` A � . q I �� �� -- - , ,. _ 1 I �, I - LU �.�,�. , ';: ... --- -- .., � '' , , - .- I .6 1 1 : .N., -,;� __�� � __J_ z_____ S-51- ;_ . - I- i \ , , I . � - , / \,�� .Z., -, � _� "'_ � . , - 1z, - " � __ _ � i.N " ,��`.�_ -1-11 X, � .f., .1 , M & � __ - . - � \' I I I I ... � - - " , '' _.. - �� - �= I ,� ,� � , , � __ , , .1 - - ;--"'-"'-,--' - , " , ..''_, - - �-- .' , _ _ I-- - I - ---- - -"" . �. �. , �_, -, , - 0 -�--,_-, -: � -- ��- , ,��,__ �_,._. � � ��,_� ,',_`P_�- --',c,-,. 2�p " I > ,,___--- -1 I . � ,Q�_�_.,_,,M..r ,,.�.. _;�� ,-...,. ,�- -- --_ ,,� _ , - 55�� I LN __ ,_,� ... � . . , __ I . P . , _ _ . _ __ - � I � - - -, . 1� ��"-�.-- - '�,�,- 9 ", ,��f�,_, , - ,/ , �,,C.l ��,.'.�,'>_� IF . I I __ `�� �Zv"-,�4-�--�-,_�-6 04 __�� � � - .-�'�- 0, � ___ � . * : , NV�4517t I . � � � &;_14.111� 4 , � , ::. M-_W,-�, g .N. , 'Ra r_ 1-1 ." 13 ", �. - . , 1c, I 1 OD � I � li� . I . - % _ 1ENDIALL .. � � CX, � �, ----- I.- �� - - . . .- �_�_- ", z ��. I ,o_ __ - -,- A - - 1� I I � ,., �z I __ __ - - - - - � __ L �_\l I ����_ - z: _, C4 1 - . . . � CL. -I, L - - .___.. - _-_� 1. - . .-A!K�-_ I 1k . - � �'..� - __ " - 1'n I'M - I . �_ �`'1�114 � I I � \ =) ,__Ia��:g I � � .. . I 11 �_ I � � . -_ � I I I . III, 5157t I '.1 "" � I - -- I - I � - _E) � . ' __---- , I . I - ,-1 " - " ;.1.1 I "" r.f LI TST6R13AI'4C s : .50.0 � - - I - � 2_1 " 1. . . . , - E L=15 I - . � 12 - - � : :CL. . I � ". - �� - I : / 1. . /1,10 I / ,_ '5 . .11 � I _ � .- � -1 �, . I ! __ - 1. - I I., I _� I \ I �, - I . -.1 ,��, lww�� '. � .. 1, I- � I I __ - �Eg, - � / j I /--,/ . - �-, - - 11 1. 00, 11-1 ''.., I '... - -1. - - I., , - - _ .- . .1 -% � - I � I . , _11_� - � I \ � - . - - . - �_� - I _�, � . � I I ,� I - I . 7 1 -- � . I - - I ---- -- I . -'- _-.1- I I - � �, � � � � , .--\" _;_�', , \ -1 z - � I 1, -.1 " '�--11. I . � 1, I , � E & S . -1 "I _. I I ,,,� ----.- I __� � - W- � . . , I I � I �_,, I . _ . I \ I - " � � . gm � -, - I . ,� .� . . ? G - ,g I i o/ � � - I \ * , - / , P , ,-Q,z�,t4%,�,O,gnv I - I . .. .1 I m�,�,,, � , , , 11 1% �. �� \ . -- / I � I I . � �"_k, � 21 -- I 1. / . , , % '' \' I . , I \ � _r PUS PLAN f .� I . --_j--_j 11\ � �., I li , - 1'\ 1''. \_.- - \ , I - � TS S 11 , � V -'I,- I - I.,- I— . ��,_ 11"IM'i - OF 1, _. ,-� �. -,-,�--,/-�'v I �.1-1 ".I \ N � I \ �, � ,\ � _\ � Y14 I � I . � _ D TREE, , � I . : �_,� . I -1 . - RELOC ' ' � ' \ \ I ,_ � I N - ', , � � Z.. I \ ��P OTECTIO \ A ... � I I I � 1-11, �_� . \ - _. I I , I I N � \ �, I AND EXTEND E . PIPE I I - .�,_ I . , - �.� � \ �� , . \ - I I . � ." \ W'ITH�24',-34 1, � � 1, _ 11 � _N - , �, I 11 I � I I , . . � � � 1. I 11 I I .... ... ; . �� I � L I -, ,� \ 'I, \ - - '\� I " �k � , I _ I - I � � . - .1 1, I \ s � k_� - , I " 1� , I . - \ . - � 11 I , 11 I I � � *W I � \ \ - I 1. ; .1 � , � I . � � � . \ 11 - - - ___ , . .. I . I en.�� I - , 11 � I- . \ % '. \ I � \ � . � 1, - - - - . - 1, I .---. e,�, , ,�. . % , \ I . - I � - � � � I ICL. 1, L= I �" "�� ____ - -I I - . I , - 1. ., I . , �, \ Job Number: I - -, I - \ I I \ , - . . . , ____1 --- _�_ I . il � , � \ , . � \ , . 1 " * � 1.1- 11 I I . � I - . I . 7 \ 06 -50 1 I 1. I I �6_ - . I I , - . � � � --.1 . . I- I '__1 .,-- , � lj_�41 � � , . 11 \ - � � , , � \ � � . . I � - - - I I , N�� . . - I - . 1, � � 1, . " \ , I I . I I - 7ONAL �� I ., \ � I . . I I , "", . . �ADDIT ; . - I - I 1'1� �, I I . -- --- I I I 11 \ I .. � \ I I I I \ ., � \ � I : DISTI . ; %_� . _'.. 1. � 1. - . - I I I I � . - 1. 11� I I I ) \` I iz . i&_ I AI%J ' I I � . \ , , � \ � 1. I I � \ , I �, . � : I � ; --- 1- I � I . 11 11 -, .... 'ALL TREE PROTECTION A'LO\N.G , I �� I � I � I . I , .. I � - . i � � . I . �. � � . � I :�:�, �,�� - - I . I \ , \ , -,, 1, \ � \ �M,__ -_ - 1 h UF V/ I -I - � �,��,� I . I I _1 - I - .1 .. �� I � _. I LIMITS OF DISTURBANCE \ , � I . , - . * . I - I I- - � I '. _ I .: .-� ..� I I � \ . I � I \ �. � % �11 1� I I � I -1 I I \'- ; z . ; . . - .____..__ 11.11 - I.. I . . 1, 11-11' I 1� - I 11 ., I �, , . 11� _� \ , � � I I 'IF UP , - .� , -, \'%,' � � . , , . I � � � I � �� ., I.. 1''. I I,-,- ,. I � I . I �� � 1___1 �� _', I 000 11 \ -:. I . . , � � � . . �� �_"__ , \ - 1\ Ir�'_ / � � - I I I I k I I . . I . I � � I I?- I � I . - .. . N, . . I . 11,11 1___� I ., � � \ \�' I .\ , � I I _* � I � . I - , � � � . �#.,%2.70 �- - ,, DRAINAGE AREA #'2- - I, � / , ���',_ I ' � ; � I—- � X . \ � , � . I � , , , I I , I , \ L . , � ' I � . .1 I I--' I---- � I I , 1___�'_ � .\ �� , . . -, , I I , I I , � I -1 11- I I I . I ..... . \ � I � . 5.83 ACR�S , ____1 - � , , I I �00� SEDIM�NTBASIN, 1 SP IFICATIONS,* 11 , I - � I � I k�)r C 1-1 .-------C0400, , Lit— N I 0. 9 4I.- � - z . � - - I - ", _. . ,- � 1 � � i - I i : Z, Y4, N("T 1: 4?J/.U3 000� � I---- 000 1� \ ` , - \ z "'. � I I I " 0�,_ I I I� - I � I �. 0 . 11 � . �� V_ , I I . I \ , " % , \ � I � I - - , - : I , � . 11 , N__ - - 'R " 11 � I . I .. � - I IP - 11- I I ___� . DAM: V74.0 . I � . TOP OF . - � I � . 000* - 1. - . . I - - 11 I I . 00 _.. - - I \ , - -1 ." . - � I- I N ,\ 11 �__� � 1100 � -1. -, : I � � I . . v 11 I I � 11. . I k 01<1 .11, -_ ", - .. - ,. 000* I - I , I \ 1\ : I I � I I . I - .1, I - n1a I I � , % - .......... I . I . I . . . "I I., - ", 1� --- ri, ......... - EMERGENCY S�ILLWAY CREST. I . I , . " , . I . � , . Aj * ". - �_ . 0- . . , . I _� \ , � ''i I I p * # \ � - - � � .). I � -.�y gq _"�� .�. * I � p - I . , . �� � . ., I � I � \ , :. o V\ � I ;1; I . I � . . 00 TOP OF TRASH R . . . \ - . - . f � I � I I I I �, _� I , &I � . I .1 I � "I - 11 \ � i L , � � I I I I �W_U�. � _� . . ,�CK: 471.0' , . \ \ , � % -<).- .1 \ /00,7_ 1. - I �- \ � . � -.0000 . .1 DIAME I I I I - - I 1. I I 11 . I I RISER IER. 42" . � . I , : , � , � I � � � I . - , , Date: . I 11 I I . � � I - I . I I I - - I . 1� .. 0 _ - I'll _ - I - � � � I - . � - I .1 I � I � . \ , I , I I \-_ ,_ 1_� . if � . � 1- -1 EVAiON: 468.50 " -1 � . � 4 � � � - V� . I I , \I'- � - - � .1 , 1� ORIFICE EL . : A : - % � .. - � � � . " , I " 11 .- 1. _.. I I . -1 -, 0 . ., . I � � I I . 1, .� .,� - . .1 , 0 ORIFICE DIAM�TER: 4"� � ; � � . , I -1 1-1 . , . . , � I I /_ . ",__ N - N \ December 21, 2007 � i I I . . _/ . .. 1 1 � 1, , � .1 1. . � � � . 1� - ! &P, I I I "I �� I ; 1. - ; , " I . . -_ , . I . � . N 11 . � I I I I 11. . I I � "� - I 1- I I - I - � .- I. I � .1 . � ': BARREL DIAMETER: 30" (CMP) BARREL tNGTA: 100, � . \ I .� I 11 I p I , � ,�. - � I I \ :� � I I . �,,;; � #0 I I , � I I .. � ; I � - � I �. . I � I .. , .. . ,, . . .. . 1% .1. � . . I � I I � ., .� . I 1, \"","o,.,.\ . .1 � �_ I , . . I (�� , I\. Revision: I I ` I 1, �. - . I � � , I I � , I ., _,_� I i I I -11 - I -1-11 - .I 11 . � .. I -1 - j � � , - - - - -_ -_ - --ANTI-SEEP COLLAR QIMIENSION:A�'X&Y I , \ �� . I I �, I I - .1 �. ,,� _1 � �, 1___1 I I \ I I .. � I I I � I .,� __� - . � � � . I - � I % . . I 1, I., I � - I � . I 1__� -OUT SEDIM IENT At ELEV I I , ' CLEAN ATION: 466.50 * . / November 6,2006 I - I I I . � � .1. I ,; I - J() ----- INSTALL TREE PROTECTION ALONG 1-11 I I � . I � - �� , � � I �� . � ., - I 11 \ - 1. 1�', 1.1 I - I., � � � : -1 � � I �: , � o� - \ ' ' ' ( I I ��o - November 30,2006 . . . I �, 11 � I 11 - ., .. � - . : I L. 1, L�\5' .%� _. ., . � - -, �. -,. I . . i. . I / THE LIMITS OF DISTURBANCE MAXIMUM SIDESLOPEOF EMBANKMENT: 2j� 1 . �, \ - . \ I . . I.. I I I - I . . . I � I . I ' . I . . , I � .1 � I � � " . . I I 0 " . , \ - - , ,� 11 I . 11 I I � -, . �� 11 1, I \ � I � I . � . I I . . I � r I \ , , � .1, � . . , . - . I - REFER TO VIRGINIA EROSION & SEDIMENrCONTROL HANDBOOK , � I � � , � --- / 1�, \ , March 8, 2007 � . I �, ,� . .1 .- . I I � I I . I �. I . - I . I I . 1, \ ! , � \ , ... I q I I 1. I � I . " 11 � � �. I -11 I I I ; I .1 � �', I .1 I 1, . . ��, . . - -1. .. . .. . 11��111 .1� . I 11 .. . / I .. 1. . 11 - � . -11 � I . .- , '. .11 . .1 � , \ - --- -- I—— ".., ,,,, �� �� ,, -1 I I.: I . 1 I I : . , , . FOR SPECIFICATIONS , � ! i I ., %.. ., .1 % I I \ `� , I . 1, ".1 -1-1 .. .. I 1 1. . / I / - March 27,2007 I � , I .1. - . 1. I 1___11 . 1. ''I I "I 1. 11 1. I ... � - . I . � � . I .- I - I I � � % .1 11 , _.., - - . I . . .. ., � . I- I -, 1 . I . I I / � �... I'' 1-11.1 . 1-1 1. I - � 1 . I I I., � , I � � . ** . � " \ - I - . - - � \ 1. , I � , , � % I � I , . . I . I . � - 1. . � I I . .. . 1 - . � � t \ I 1� '_� I . (i�6 � � � � - 1. . � I . . .1 I I ,�, I � 1� . I � I k . z . i - .. � ; �, , . \ , � I I '_ - / .- � 1. 1. � ._ ,. I 11, I 4 .1 - N - . � I I � \ I - I a , 11 00000 I 0 T E/. I * EX. BASIN.,SPECIf ICATIONS TAKEN FROM PREVIOUSLY- APPROVED .. I � D I I., . - _ I I . 1�1 I I . 1, 1-11. I � _. I ! , I �'. ''. / b � I 11 . ,. -1 '. 1. I ,. ,_ P N � . . I . � . - _ � � ..'' . "I , .1 - .11 I., . � . " _ - I , , , . . - . . I—- - I I ,*ir L� I . ; I - . I �. " 1 . - , , I, �.� . . I.,. ..� , I 1, " -;,�� - -, � � I 11 .1, MAY REQUIRE ADJUSTM�NTS TO EXISTINGBASIN. CONTRACTOR S " I \ - ,� . A FIELD / \ j \ \. April 10, 2007 - - December 21, 20 07 � I ,- � I 1, , 1, � I - 11, . 1_ , � I _ , I .. I., I ,�: - N I .. _ I .1 ''.. I " � I : I I � I I '. . , ... - . �. I �: ; I � I I � � � �. I I ., I , ,� 1. � - . I ..� . , LIMffS OF bISTURBA' CE SHALL BE THE . I , I J - I I I . _. I . I . � � I I . � . � � I . .,� . 1. I 11 . , I . I i , I", _ 11 , I .1 A � ; � I . . ; I d - �- '� �.. I . � .- - VERIFY. - z / � � � , I . I . . . .. ,: . , I . I � - . 11 1, 1. I., - . '! ; ,� � I . I � �1, . � � 56' 1 .. I � . I -- I I � I I ,- �- -, 1. .- � � I � '.. .� I i I I I : I I � � i I \ �. . __1 .. . I _' 1 ,_4 1 ,. � . I - _ -1. _ - -1 I ,_1 . , . - . � . I . I I - , I . . ....- � 1. " � I - - I . ) , r r I I : . � � � I , , . 4 .. �. ., " -, A TIO - -, �__ �'.. I I � I I �, RAINAGE DIVI`DES FOR THE SITE UNLESS � �. 1, I - ___11 11 - .�, _. / ,� . ; ; � � � . I � '. . I r \ i - I 11 ,� , I - ,- -: / :I � z I : I I . � . .. . � � 1� - �.. " .1 � .1 - �. I I � " I I . I I I-, DIMENT BASIN 2%.SPECIFI NS: 'I-' - I 11 ,� -1 _� . .. � - I 1- � . . I I -1 \ / �� I I . . I , I . I - - - I - � � I . � . , , �, - , , I I ,, 1 I 1. . . � I i I , , � " I . � ''. S . I . I I p - I., I � - � � _ , �, " .1 OTHERWISE NOTED ON THE� PLAN. � - __ 11 .- I I Z) b . I - 1. I \' � -- .1 . , �.. . I .1 ,_ -1 I I � / k � . � . I I .� - . -1 I--,' , I 11 - ". I--- .1 � I ,�. - - I _ - - � . I I / : /I I I I . . . . � . I � I I w . � � .. I - � - ". .. -_ - - - 1. . .. , .� I . � I . , I � i �'. , � . . I : - - - I " S " � ., Uu. I` 11 �TOP - DAM: �.482.0 . . � \ I �� �- _ .. , -11 ,\- .- -Ill '' I ". I I I 1� ____ 1 I . I "'.1 - ,11 -1 - I , - ", � ,. � .. -- .1 - . I... I .1, " I .� I .- I � � " I/ : � , i-:) / I '' �, �� � � I I I . � I I . I % I .1 - I �'. � 1. 1__� - - I "I 1, � �.- 1� . __ 11 . - 1. � ,. . ,� I . I , . I I - - 11. I.. , - -1. ___ �. , - �. . : � I �, I � \ % ".. , : � . . I � I , � '. ��. I., . � ,� . ,. - - .1-1 ". I I.. I . � I � � MER NCY SF'ILLWAY CREST: 481.0. \ 'I-,' .1 - - , I ___1 .1 - . 11 .. 1-1 - .- _., � _� 1. . I . I . - . �. 11 _. � . ., � . , � - � . . . '. . �� � I . I . I I— � �." �. ; , I . �, . , I . . I I � t I . . � . -1 �, _%_ .1 , I I � ,. - . 1. .- .., 11 I I / I ,�' . , I � ., ,� � I . . o I "s. . . . '. . ; I � q . . 1-11 ". .11 '. I .-I �. I -1 - � � 1-111 - - I I � _� . I � . ;. - I � q I / I / ! ` I " � ! I � � . � � I . . ___ 1,�., I � � 1 . I � .L ..�� , - , I I - I I . .- I . � . I I . - I � � � .. ," , � . I . � . I r , / - '. -1 � / � : ,f � , - . 0 , � IDTH SPILLWAY: 8' .". � - . � " I " .� ; 11 1 - � �. -1 I --- . r . , .: I � \ 1, , I I � � I .,� I. .. I 11 . , I ,� T- I .. - , ,. . . I . . 1j I / ..: .1 ,� , ; �_. 1-11 .1 . � I I % I'll . I � I �__:4 - 1, � ST RT TREE I I _1 �.� / I.. -.1 � - - , 11 � . .11 - I . -11 -1 � I - - _�_ .. .. - I I - _ , I .. � - I . � _. 1. i , - .1 , 1 . I 1 : - / ,� e� � I ; / : , , � -11 .1 I �, V_� ` ` �' / -1 4OP10F T SH RACK: 480.01 � ___ -_,_11 .� .1 .1 ' � - . � I � - - ,. I.., "', .1 " . , �, .- I . . . . , , . I I � 4 1 . � � � 1. - � - I PR ECTION .11 � __1 '. -1 � . . � " - _ ____ .-, - ... � " ,- , I �� - I , . � - , -, I . I � � �� ., - I . -1 I � . . / : I I . : I � I I : � o . ; , , ; � - , I " .1 �, " . I , - - I'll ,� ... ! i -, , , . I � I I � , �- - �. I I.. - 1. - .- ----' . I _1 ____ �- - I I I . � , / , � ; , I , / , � �,- 1, , /-- - .. � I I I � / SIZE OF TR HRACK: DIA. = 48" HT. = 16", 1 , � - . I �, I . I - ,.. I 11-1 1 ... .1 I I , 11 ,q � _!% I . � --,, , 11 �- . .� I .. I � . - I , I I __� 1.11 _ .1 - I - ) e : " - I--,' --- " : North: � : I I.. I., �.. - . _. I I I . . . .1 � , . I -- -_ _1 . . I , � , � , : . , ... . � _ -1 . . �, . ,. - � . � . / .1 I . � 1� ._1 I I I � , � / � I - �, , __ , V.:) I ! 1. � I .: r)v e� ; RISER�DIAME k: 27-1 � I .. 1� - - �t. I—- .I 1 I—- -1 - I'-- 1,1( 1-1 ���, . I—- "'. . - .1 I '. 'I, .�.. . I .1 .1 EX STORM STRUCTURE J2 EX. STORM STRUCTURE 19 EX, STORM STRUCTURE #15 EX. WTAR( SEWER MAMOLE #1 - ,� _� �, '.1 - . .1 I.- __ ____ - - ". �. I .. .... ,. I � �, I / �S ; ,. : �� � . : I., W, . " I I '.�: , I . \ � - .., . I.. -1- � I - 1__� I 01-4C L=8' D -3B L-8' DI -313 L-14' TOP EMAIM- 478.39' 1 , - . - I .1. � � I , 11 .11 I . .. '. / . . ;, ., el . � ..1. 11 1-1 " - - I � . . _11'. I .- .. _ _� 1� 11 �. / I � I i * .1 .. �. �. �, ,. . , I I � ., I.., -1 '. . ,� . � I ..� ___1 " ., .,. - 473.59' .1 - .1 _. .- I I I / . "_� ; . , � 1. , "I .... � TOP ELEVATION = 48OD1' TOP RDATION= 485.44� TOP ELEVATION= 499.09' 8' PY.C. IN . .- I .- . � -_ - ,,, I � � � / , I / . 1 I I I . I. . I I � � , 1". 1 I e I . I . __� 21 . .. � . I , . I - . ORIFICE ELEV ION: 477.2 :, /__� --, '-- . __� � , 11 , I I � � � . � I --- I - I _. ,� ; _ - . I . . - : : . , . �� � .. I .,% I I _. I- W 8' P,V.C. OUT _ , , �/ ___ - 473.29' , . I . :, . . I I � EX. R. �� . . 0 �, -1-1 - _. - - 1. 1.11 ... - -1- 11 .. I 1." 27"CAR. IN=460.86' 18"C.M.P. W- 480.93' 21* CAP. IN= 494 . I -11 - __� . - I - 11 �., � 11 .. ,� . , I I . I / 1;_�, � � .1 1. I . c . . ., . ,� 1-1 , -1 1. 1.11 I ... I .. . I - ; �r I I : . 11 I 11 � 30'C.M.P, IN= 460.'r WC.M.P. OUT= 476,94' 27'C.M.P. IN-- 493.49' . � � I I - . , I � / RIFICE DIAM R: 5" .- � 1 -1 11 - / I . ;. ; . I 11 � I,r ___ 1 �. �__ ,, __. � � 1. - - : I I .1 � 1. '_1 _� � " -1 ... - I �. ,- - '' - � : / I , e � I . 1. . 11 . I . I �, 1 p4z; , q I I ; � - � - , 1 18' R,C,P. IN= 468.53' 27* C,M.P. OUT= 492.69' EX. SANTARY SEWER VANHOLE #2 1� � . " I . .1 , I.. I �. - . I :.1 / - , . � / I - I 1. -1 : r � , � I �t" I � - '. rl ': I't , , ��.: , I � I � ,� ; / BARREL INVERT E, ATION: 471.'5 -_ .... -- , 1- - '_ --- I � � � . . w) - " . - IB� , * x - - - � I Ex. sToRm muuuRE #i2 TOP ELEVATION= 488.90' . ,. I ., � � / � I . s � , I � I _, " 42'C.M.P. IN- 449.0 A \_ Scale: � _� I.... , .�' . , I . � , , . I- '. . � I I � ,., :. __ .1 �_ -_ .. D4-30 L=12' EX. STORM STRUCTURE #16 8- PY.C. W= 479.30' � , 4 : .1 � _ 111. I .1 �. .. I I I I � I ,- ; . ) I , �. I ____ - - � 42* CA.P. OUT= 448,67' � / � I � 1. - , � , , 1 � � .. I . __ - - . I TOP ELEVATION- 479.09' DI- -3B L=10; I . . I .. I . - - _ � � ", 1 '. .1 �:: 2 / .� �� :, :1 , I � / I - , ; .1 . � . - - � ;� : '. / BARREL DIAMETER: I " (CMP) BARREL.LENGTH: 7& - . I., I - - � �''. /�.r, I . �, 00 . I I 1. �f� 11 I � � 1 8' PY.C. IN( STUB)= 431.04' . .. 11 _ - , 11 1� I , , / �, )? Ill = 401 .� ; �. I .1 I I . � - . 1: 0 : .. ' - CAY. IN I - " . - I � I I . .1 . � - EX STORM STRUCTURE #3 15 - 473.49' TOP EIDATIOIN= 5M.95' 8' P.V.C, OUT- 479.20' .. : I � - I � 1. I I I , I : � J , , - . I .- ; ANtI-SEEP COLLAR ENSION: 4.5' X 4.5' 1 � . , I ( . I .1 . I - '. � - . I I I / / .1, - � / . I f � � j � . . . 1. I : I I :1 - I I 11., : � I ;' I I / . . 7 ; � I "I( I- . , � I MANHOLE 15* C,MY. OUT- 473- 18'CAP, IN- 494,65' / / 39' I � I ; . I I I . ': . . � . 1 , . I � ., �, - 1 I 1 � I . . �.. - � . � . I 1 I :� I � I 11 � � , -X. SANITARY SEWER MOME J3 � I .- I 1. - I - ,� � I ... � . - .; .1 6 �, -_ . , i 1�� - _. - _1 I I E -.,-- '\ I . I . 1- - I .. .. I I � � I L I : I � I I .. . I 1-i - I - - - - 11 I I I—-, TOP ELEVATION- 482,04' 21* C.M.P. OUT= 49445' I --. . � I . I -r . ' .11 . ----' . " - :1 / � I I . , I . , I I -OUT SEDIMENT ELEVATION: 475.5 - I � I . �.. . I , I / CLEAN � , / , ` : -_ / q - I\, Sheet No.: I.: . j" . . . I . . � ,. .. I 1.11 .11 - � I . . - _. 1 , : � � I I : I �. I I - � - - ', . . � �.. - 70P ELEVEATION= 5W69 ,, _ I 5 ,. 30' R.C.P. IN- 464.54' EX. STORM STRUCTURE #13 , . I � I -1 . � ,� I , \\ . - / � / / I -1 _', . I -1. . I � I .� - .. I I . I -- _ I � . I .. . I 1 I . � � 1. I 4 I . . I , , " : . I I . j 1____�; I MAXIMUM SIDESLOPE 0 � - . . I . I I I I - I . . 27'C.M.P. IN= 464.74' DI -36 L-6' EY. STORM STRUCTURE 119 8* D -1-P, IN- 50-72'(DROP) S* t , z / - �� , . j ., . . ; . . , --- � I I I : ,. � � BANKMENT: 2:1 '. I I . . I '\11 , � . I ! . I . ". � / . � _: I / : / I . . / I- . � TOP NOT SET 8'P.V.(% N= 5W.72' _� I 11 - . ; , �\ I. I I .1 I - - .� I. : - f / w � . , I -1 I A / I I I I : � . � 11 . � " / I I � REFER I TO VIRGINIA EROSION - IMENT NTROL HANDBOOK 1. - TOP ELEVATION= 477.95' ; I I "I 1� . .. - � . , � . I � _� � , - . .1 I . I .1 � . I ... I 11- - � , � � , . , , I . . � : I . I ''I � 11 I_- I'll EX. STORM STRUCTURE 18 15'C.M.P. IN= 473.75' 27'C.M.P, IN- 507b4l' 8* PY.C. IN- 501�02' 1 -_, -� 11 \�11 � 1�� - 2 �- I 1 , I � � I . � I . ! I . , I . . '*�\ �_ I �� 1. I ., I � ; I --- .1 / . I ,. I , � , . I _11 I . � . . . - 1, , � \ I I.- ... 15, Cm.p, IN- 501.96, 8"PX.C. IN- - / *�_, * I / .,.,. 1; I � z - , � :,-' -� X . . I I � I . 11 - �.. � � -, DI -315 L-4' 15'C.M.P. Otff= 473.55' � 11 � I � i 5500.82' 1� ;1 , , : I - . � %, I � � -- 1.1, - I" .1 I 1� I / I I .�, - I I , .. .� .1 .1 .� / . ;_1 ; . : / � I FOR SPECIFICATIONS. -1 . ., 27'C.M,P. OUT= 501.84' 8'PY4� OUT= 50D.52' - � I I q . I - . I , z , I ,. . I , � / I I I .. -1 I TOP EIDATION= 479.93' " I - , k V.1. �. , , " I I . 17 1 � I , . r 1 I I � . � j � . _. - . -, -. � - 11 -1 . / , . , / : , I/ I ; . I I I I I \ � . ., , I , -I' I , � � . , � � � � ! I � \ � -1 I � 1. .. -1 I WC.M.P. IN-- 475.47' EX. STORM STRUCTURE 114 � � 11�� ��, , . � I ". ,.- %� .. � . �.- I , I . I . . I 11 , / ., I I 11.11 � / . � I /11 1� . �. � - 1- - � ., � , , q,� . � � I I., �, � �', � � � . I , I . .1 . I � �. 11 / "" �- � 11 C.M,P. 4711.75' DI -38 L -Io, / , \', ,---' ES-3*0 I . - : , .1 .1 I � - IY IN �- . � I ,� I . I I 11 i : I .: I , , . , __� - - I . I , i, . I I 11 I � � . � , � . /, ;�, I �� ... . - . � , . I � I' : , % .,� -- - � - ,_ � . ,o � I 1� _, ; . : C,MP, OUT- 471.56' TOP ELEVATION= 476.07' r � \ I 1 I � . , , I . I . � , - - -_ -_ --- !�r I � . - . I - � .I.- I �_ '. I / j, : I � � I � . � I . % .. . , . 1 I ,\ , / / / OVr= 473.89' �' I ,. I � . �� , : - 15'C.M.P. I I I � I _, � I - 1, - " . � - , . � I . : : I � � � _� -- . I I .1 I I � . � I . . . I . , � , / :1� : I ____ / ,� ., . .- � "I , � I � I'll . � I . . . � � 1 . , ": \ I . , I I I I I �� I � - . � . - I I I ,� I I . I �\ 1. 2 - I - i I : I I .� � , � I . � _� I., . � .1 I I I I I ; � - - I . I I I . .� / . / � I � '__1 I I , � I : , � � I I I � I I _� - I � I � 3 I I I - , : I I '? I , I I - � , � � � I . � . I I t r -11, -1 11 I � I I I I , / f / , � � � . 1�1 ; �. ____ I I I., I ,� , , I ; : � . , , : . - -, , � I . I I- .1 ____� � . 1 . j I .. / I _1 / I .�, 11 1. I I ; I ,� �1: � L � ( I I I � I I - __ - - I.. __ - :_ - . / .. �� I . 18 of 22 1 i i i Relocate Ex. vegetation that is located within the Ex. ACSA easement. N Y �� y5 j O 7 r r rx . �a �. r t Relocate Ex. EX. 29 vegetation that is located within the Ex. CS A A easement. 4 1 NAP Temporarily Remove and p Y Replace Ex. vegetation as necessary to accommodate for proposed grading (See C-3.0.) Temporarily Remove and Replace Ex. vegetation s eC S es ary to accommodate fo r grading ro osed See C-3.0. p g g( ) } r. - 1 r Y, r M J \ I 11 T h 4 0 O.C. F3-- \ J C II T 160 Lm E 1 1 0u O.C. 9 P1 / Y >2 >i J A e h G ' f . W4 L � - hh i 4r ' V k� r. 1 _ .---� 4 -011 O.C., 260 Lm 1' -01, O.C. 9 PI O.C. \ 260 Lm k 1' -0" O.C. (31' 9 PI } 4-0\�• 260 Lm 1 ' -01, O.C. LANDSCAPE CALCULATIONS TOTAL PARKING SPACES 189 TREES REQ'D PER SPACE 1/10 TREES REQUIRED 18.9 TREES PROVIDED 177 1 ESS. �Ji. i6 Ex. #2 a TOWN CENTER 1 EXISTING � l\ ,i Ex. #25 �\ Relocate Ex. Tree � �86 111'61.515.9 w(I{� 1 I8' 61.515.8 -M j `` 300 L 1' - Oil O.0 5 PI *-0" O.C. 1 1 11 0 r�5.4`. Y 1 4M: �1 ' a s 170 Lr � 1 11 l 0 OC r L rk n r� F r d. v 12F 1 It ,4 0 OC F 50 Lm 1 11 Y 3 1 O11 O.C., 4P 1_n°nIr INTFOOR I AWIISCAPF ARFA CALCULATIONS 24 OU1.51 - 4 Ar fJ � Y }, �Y1�I1rr try � . fF x g 8 Cs '.��?_ i' b i � � C 8 Cs K J,i 2 i• s 41 11 0 O x < 7 r - s rq 4" k `F t l n st OW CE TER T N N 4 4 n'F . x FFE: 521.0 8 Cs a r xi -�� 19$ TOTAL SPAC 1 11 4 �- t x 7F' G. �+ 8 S C F r . S' rim l11 - i F Y a r} ..4 r 3 P3w'- - i 1 M �F .-r. `.k .r + 9 I" i f 6 4 x J ry �1 a- _r i h. r'O1i yt,G 3 1- •� 8 CSS i F t i� N r < O.C. _ a �s ji L- P z' 3 2 a G 2 'f y n� 4: r - Z''�s 40 PI 011 O.C. vi 9 Y by r 4 1 Ar �c z 1 Po 150`Lm'; r, 4 = z 001, x 90 Lm TOWN CENTER 2 NDER CONSTRUCTION m rr 5 Cs `41- o° O.C. • IY51 a --�, 1 51 Y z `�< 2 Ar • 8 Cs +x MA. #3 �h 1 11 4 0 O.C. v �Y. {v } .� Cs 1 11 _{ 4 0 OC +C i• 1 •iii. i '�s.. 4 . h y F t a `i Y 5 x-. M :{ f �7 Y fF4 n 3i r 4 Ar, � � _ �I > 1 Y' Y .-• . 'fir � .., 1i� � ,.,y S 'v 1 Y t � K � f f } It, a. a F �3 '8 Cs -t )2 r Z 1 11 _ x O •G 4 ,y. ad'a:.Y Y .s c>. TOWN CENTER 3 5r M ? 4 f. K 510 _.: , ... u_�.... F FE.: . 2 AREA AC BFE: 506.0 PARKING/ROADS 307`TOTAL S CfS 4 Ar P A - SIDEWALK/HARDSCAPE 0.11 y.8 Cs � 11 4 OC 0 1 t E w e PARKING/ROADS 4.62 13.2% { 4r s r 5 Cs Si^`y `•' s^# �1 0.8% 41 01 - S s, { OPEN SPACE 0.00 I C' #D$ t)) 1% 9 PI 4'-0"OC.17 1 1 PI 160 Lm 1 11 •T6 4 0 .C. .. O 1 - 0 O.C. 1 _ 1 1 PI e570 Lm 4'- 011 O.C. 1 My LTC _ f 011 O.C. �s roJ 7 510 mL a s 1 1 oil f O.C. L y z 10 1x-1 130 LI 7 Po n ; 1' - 011 O.C. / i 3.11 011 NM v' \ 7 Ar ,G / s 4' '. 94 \ 1 1 _ 011 \ \ STOCic P91E / Z- \ Existing Tree Line (Typical)f - r� Proposed Tree Linev (Limits of Disturbance) TYPE AREA AC NOTES PARKING/ROADS gg, Y. 0.00 SIDEWALK/HARDSCAPE 0.11 BUILDING FOOTPRINT INTERIOR LANDSCAPE 3 39.8% OF PARKING AND CIRCULATION PARKING/ROADS 4.62 13.2% 8" P.Y.C. OUT= 473.29' r a � � 0.8% 4' 10 SQ. FT. OPEN SPACE 0.00 I EX. SANITARY SEWER MANHOLE 12 42' CMP. IN- 449.03' EX. STORM STRUCTURE #12 0.01 ACRES TOP ELEVATION= 488.90' 42' C.M.P. OUT= 448.67' DI -38 L=12' EX. STORM STRUCTURE J16 8' P.V.C. IN= 479.30' WILLOWLEAF COTONEASTER TOP ELEVATION= 479.09' DI -38 L=10' 8" P.Y.C. IN( SNB)- 481.04' EX. STORM STRUCTURE #3 15' C.M.P. W= 473,49' TOP ELEVATKJN- 500.95' 8• P.V.C. OUT= 479,20' MA*W 15" C.M.P. OUT= 473,39' C' #D$ t)) 1% 9 PI 4'-0"OC.17 1 1 PI 160 Lm 1 11 •T6 4 0 .C. .. O 1 - 0 O.C. 1 _ 1 1 PI e570 Lm 4'- 011 O.C. 1 My LTC _ f 011 O.C. �s roJ 7 510 mL a s 1 1 oil f O.C. L y z 10 1x-1 130 LI 7 Po n ; 1' - 011 O.C. / i 3.11 011 NM v' \ 7 Ar ,G / s 4' '. 94 \ 1 1 _ 011 \ \ STOCic P91E / Z- \ Existing Tree Line (Typical)f - r� Proposed Tree Linev (Limits of Disturbance) TYPE AREA AC NOTES PARKING/ROADS 4.62 0.00 SIDEWALK/HARDSCAPE 0.11 BUILDING FOOTPRINT INTERIOR LANDSCAPE .74 39.8% OF PARKING AND CIRCULATION IAAPFG\/Inl IC CI IDt=A(`F r'AI r l II ATICINC TYPE AREA AC PERCENT OF TOTAL NOTES TOTAL 0.00 100.0% TOP ELEVAWA= 478.39' BUILDING FOOTPRINT 1.06 15.0% 8' P.V.C. IN= 473,59' PARKING/ROADS 4.62 13.2% 8" P.Y.C. OUT= 473.29' SIDEWALK/HARDSCAPE 0.00 0.8% 4' 10 SQ. FT. OPEN SPACE 0.00 71.0% EX. SANITARY SEWER MANHOLE 12 TREE CANOPY CAI CHI ATInNS ha? In YRS► a' 'r/� Fx. E) i s Ex. z \ 2� 1f X>� Ex, Io L � 1 PI 1 11 f( \ - 0 O.C. 12 PI \ { 1 11 x. E 8 - � J 4 C 0 o.c. 18 Glfe X330 Lm 1 II r - i 9 �l 0 O.C. IX 4 m 70 L 1 11 11 PI - IOP 4 RISfR CLB' �I1.0" 1 O.C.(CMP) f�- 0 C. 0 1 11 -b- sElt t! 4 O.C. mll n� w •;_ I - BASN 0 Lm -�33 Cyt l I 1 1 - •a J 240 Lm r � r 1' 1 11 +M: X \ F F =C \ 1 0 O.C. c7, 4 K \ t [tt+ T , 6 Ar 4Gi L �i fi j at• '/'Ji L _z ^e e \ Y cu a s IV >1 � s_ r - .- :s n :x !.2• ti c 1.� n e r- J Z %F r l < L _ yi1 h •'ss- F s .5: - . t "`s x - 0.'gh;. ENGtC4t1 �u y� Y t 3f f t 1 r r n Zb� • _c -> r n ri >zf a! - .z � a 2 ' 4 [, G n, O f -kr J_y -r J xx 3 Existing Tree Line (Typical) S 167 PI O.C. v ' 21 Fp 50'-0"O.C. Proposed Tree Line (Limits of Disturbance) EX. STORM STRUCTURE #2 EX. STORM STRUM- RE 19 EX. STORM STRUCTURE 115 EX. SANITARY SE*TR MANHOLE 11 D1 -4C L4 UI -3B L=8' DI -3B L=14' TOP ELEVAWA= 478.39' TOP ELEVA M = 480,01' TOP ELEVATION= 485.44' TOP ELEVATION= 499,09' 8' P.V.C. IN= 473,59' 27' CAP, IN=460.86' 18' C.M.P. IN= 480.93' 21• C.M.P. IN= 494.06' 8" P.Y.C. OUT= 473.29' 30' CM.P- IN= 460.71' 18' C-M.P. OUT= 416.94' 27' C.M.P. IN- 493.49' 4' 10 SQ. FT. 18• R.C.F. W= 468.53• 27' C.M.P. OUT= 492.69' EX. SANITARY SEWER MANHOLE 12 42' CMP. IN- 449.03' EX. STORM STRUCTURE #12 0.01 ACRES TOP ELEVATION= 488.90' 42' C.M.P. OUT= 448.67' DI -38 L=12' EX. STORM STRUCTURE J16 8' P.V.C. IN= 479.30' WILLOWLEAF COTONEASTER TOP ELEVATION= 479.09' DI -38 L=10' 8" P.Y.C. IN( SNB)- 481.04' EX. STORM STRUCTURE #3 15' C.M.P. W= 473,49' TOP ELEVATKJN- 500.95' 8• P.V.C. OUT= 479,20' MA*W 15" C.M.P. OUT= 473,39' 18' C.M.P. IN= 494-65 PI TOP ELEVATION- 482.04' PRUNUS LAUROCERASUS "OTTO LUYKEN" 21' C-M.P. OUT= 494.45' D. SANITARY SEWER MARH%E 13 30 R.C.P. I4= 464.54' EX. STORM STRICTURE J13 Lm TOP E]_EVEATION= 508.69 SPECIES HEIGHT AREA/PLANT AREA/SPECIES ACER RUBRUM 30' 397 SQ. FT. 49,228 SQ. FT. FRAXINUS PENNSYLVANICA 37 604 SQ. FT. 12,684 SQ. FT. PLATANUS OCCIDENTALIS 47' 1253 SQ. FT. 15,036 SQ. FT. COTONEASTER SALICIFOLIUS 18" 22 SQ. FT. 1892 SQ. FT. LAGERSTROEMIA INDICA 15' 77 SQ. FT. 693 SQ. FT. PRUNUS LAUROCERASUS 4' 10 SQ. FT. 4500 SQ. FT. TOTAL PROPOSED CANOPY 84,1 10 SQ. FT. (1.93 ACRES) PLATANUS OCCIDENTALIS EXISTING CANOPY 0.01 ACRES TOTAL AREA COVERED 1.93 ACRES (36.5%) LANDSCAPE LEGEND SYMBOL IKEY QTY I.BOTANICAL COMMON SIZE NOTES © Ac 124 ACER RUBRUM RED MAPLE B&B, 1 1/2"Cal. Fp 21 FRAXINUS PENNSYLVANICA 'SUMMIT' SUMMIT ASH B&B, 1 1 /2' Cal Po 12 PLATANUS OCCIDENTALIS SYCAMORE B&B, 1 1 /2' Cal. Q Cs 86 COTONEASTER SALICIFODUS "REPANDENS" WILLOWLEAF COTONEASTER 15"-18" Li 9 LAGERSTROEMIA INDICA "NATCHEZ' "NATCHEZ" CRAPEMYRTLE # 10, 54 ® PI 450 PRUNUS LAUROCERASUS "OTTO LUYKEN" "OTTO LUYKEN" LAUREL 18"-24" 4'- C' O.C. Lm 6320 LIRIOPE MUSCARI ' VARIEGATA" VARIEGATED URIOPE #1 1' - a, O.C. LA 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) 982-4848 F: (434) 982-4852 FINAL SITE PLAN LANDSCAPE PLAN Job Number: 06-50 Date: December 21, 2007 Revision: October 9, 2006 November 30, 2006 December 18, 2006 February 6, 2007 March 8,2W7 March 27, 2007 April 10, 2007 December 21, 2007 North: Scale: 1"=40' Sheet No.: 19 of 22 b.2 ORION ws•- TOWN CENTER 1 EXISTING f 1 6 .2 .0 b.0/ g.5 \'*0 a 1 'l k 4 4 E f:. } r� 1.. k •�. . c i` 3, , f U l t� 'tel i Y 2 A i Y 1: % `r a• a .� S 1 .y !. Y : ::.. .,. • 1 . 5s �k 4 f s 3 Z •. -.-. i' -.2 L 'Z: • , -5 1 4 J - L. wry., ,. E `' '`•`+^s A S • r. _ a%' ^.dew: , �[ N e=�,. "1;?.. .� .1 J. .. Y' %,':•� :vim.,. �' a''$ 1•.Y rx t - "} 3 2 3 � � 8 �z os -IR I r 9 >„ 3` ,. 1 s"rf 3 � 4 l l t�a F f Y C S L eS }- 4 4 �a y "3 rC w Y Q i a R 3 J f 1 28 VIRIA.:� 3 -vi r• .8 �-� 1,8 _ , f , _ .- .. ., _�:. .. , .., :. :•,. -.:•e t, - ..;� .. a . %4: . _: ._..`,. fit- :z. v 4 C s . � • -tire_ �� ,.r":.: `i .' .2 .1 b. ?-..:..., Et -.r c,k it x ,.. ...... .1-. ..... :. 2. ,.. '3...3, _•t, t c,.2'.,, r . .,, -� ,..:: : ", -; ,. ... .. ... :.1". Q "i h a . r xI -t s•. J Y q Y - �+ 3 K 4 S., M '>k k , >iJ+`fE :� > xh, .:. a > e�' a ! . s ?J r = r -c .r>,�sa ??5 .fie. '':.,;. f' u„ -�m :z, Y' i '.,,"w'-•' u•;fx h.V t *i r"�.�c. 8 5 75 b.3 b.t b.t �.t b.3 1).5 -�"'..Yltt:� ' Vii+; :4• '-G--:-a T YSS�� - 3 ... -. -b� . _ 2. '�.L, / 'r w;'� -:`e ti 7u 'ZZ=z:,3F'.s'�- ! _sL`.:i < z :•a / / �1: t .` � �' c., �'h uA� acs' ��}r_ s �. •� ,� Y ih+'' ����� > y: ����.s; ...� � � J\�. W,z -_ ' �z . Yc '2� 'E. _ ;._:. .5 .7 b.9 X1.1 -- `�` tz'� . •. ..,'-,Y-" Y - V --G by .ssh� f .•, rye rW'-� . -yam , Y �f• .2 b.1 b.2 b.1 b.2 b.3 b.4 b.2 b.3 b.1 ti.6 '1.2 •1.3 DC Symbol Label Qty Catalog Number Description b.1 b.2 File Lumens LLF Watts B1 b.1 1b.2 b � b.1 b.1 1b.2 s rg 175 MH TYPE V APPROVED C 1.2 fc ' ROOKWOOD b.3 .8 5.3 fc 13.5 fc .5 22.5:1 8.8:1 75 356.7 MOUNTED ON 12' 13.8 fc b.2 ORION ws•- TOWN CENTER 1 EXISTING f 1 6 .2 .0 b.0/ g.5 \'*0 a 1 'l k 4 4 E f:. } r� 1.. k •�. . c i` 3, , f U l t� 'tel i Y 2 A i Y 1: % `r a• a .� S 1 .y !. Y : ::.. .,. • 1 . 5s �k 4 f s 3 Z •. -.-. i' -.2 L 'Z: • , -5 1 4 J - L. wry., ,. E `' '`•`+^s A S • r. _ a%' ^.dew: , �[ N e=�,. "1;?.. .� .1 J. .. Y' %,':•� :vim.,. �' a''$ 1•.Y rx t - "} 3 2 3 � � 8 �z os -IR I r 9 >„ 3` ,. 1 s"rf 3 � 4 l l t�a F f Y C S L eS }- 4 4 �a y "3 rC w Y Q i a R 3 J f 1 28 VIRIA.:� 3 -vi r• .8 �-� 1,8 _ , f , _ .- .. ., _�:. .. , .., :. :•,. -.:•e t, - ..;� .. a . %4: . _: ._..`,. fit- :z. v 4 C s . � • -tire_ �� ,.r":.: `i .' .2 .1 b. ?-..:..., Et -.r c,k it x ,.. ...... .1-. ..... :. 2. ,.. '3...3, _•t, t c,.2'.,, r . .,, -� ,..:: : ", -; ,. ... .. ... :.1". Q "i h a . r xI -t s•. J Y q Y - �+ 3 K 4 S., M '>k k , >iJ+`fE :� > xh, .:. a > e�' a ! . s ?J r = r -c .r>,�sa ??5 .fie. '':.,;. f' u„ -�m :z, Y' i '.,,"w'-•' u•;fx h.V t *i r"�.�c. 8 5 75 b.3 b.t b.t �.t b.3 1).5 -�"'..Yltt:� ' Vii+; :4• '-G--:-a T YSS�� - 3 ... -. -b� . _ 2. '�.L, / 'r w;'� -:`e ti 7u 'ZZ=z:,3F'.s'�- ! _sL`.:i < z :•a / / �1: t .` � �' c., �'h uA� acs' ��}r_ s �. •� ,� Y ih+'' ����� > y: ����.s; ...� � � J\�. W,z -_ ' �z . Yc '2� 'E. _ ;._:. .5 .7 b.9 X1.1 -- `�` tz'� . •. ..,'-,Y-" Y - V --G by .ssh� f .•, rye rW'-� . -yam , Y �f• .2 b.1 b.2 b.1 b.2 b.3 b.4 b.2 b.3 b.1 ti.6 '1.2 •1.3 DC Symbol Label Qty Catalog Number 9.s .5 9A 1.0 y. x z 1 � r � - } a . (Y' } F t r C £- G a � x+ L t Y � 8 r a �,3 3 c � u > 1 sx x i r•: a -x, a ati t F t zw a r ri Z. Tx t 5� �r. s r �ti/1>•. I rl tn• a 'b .k 3 tis LUMINAIRE SCHEDULE LOCATIONS DC Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts B1 ELA Dk-L-4554- 23 HOR5 NO GLASS DK -L -4554 -NO GLASS IN UNIT IDA DARKSKIES 1; 175W MH, CLEAR ED28, VBD DK-L4554.IES 13600 1.00 208 v 175 MH TYPE V APPROVED 6.0 fc 1.2 fc 5.0:1 ROOKWOOD NORTH PARKING LOT 274.6 5.3 fc 13.5 fc SHUTTER GREEN 22.5:1 8.8:1 NORTHFORK BUSINESS+ PARK II 356.7 MOUNTED ON 12' 13.8 fc 0.0 fc N / A N / A STRESS CRETE 0 5.2 fc 13.8 fc 0.3 fc BELMONT 17.3:1 OA -2 336.5 360.3 SMOOTH JADE -39.3 0.0 6 B1 GREEN 364.5 �- 0.0 0.0 CONCRETE POLE B1 426.5 431.6 13.0 (MATCHING PRA) 0.0 8 BI 394.2 VISIONAIRE AME- TYPE III VERTICA 0.0 0.0 OA -2 14 3 -III-400MH-MTAP- FLAT GLA }CRK 400MH VERTICAL AME 400-T3 36000 1.00 916 13 BOA10-RSG SKI OFF B1 VLFG-SEG.ies 585.9 FINISH -VERTICAL 0.0 0.0 11 B1 LAMP FLAT 653.4 13.0 0.0 0.0 GLASS DARK B1 507.5 367.0 13.0 SKIES CUTOFF 0.0 13 81 STATISTICS LOCATIONS DC Q Description Symbol Avg Max Min Max/Min Avg/Min CENTER COURTYEARD AND OVAL DROPOFF X 2.8 fc 6.0 fc 1.2 fc 5.0:1 2.3:1 NORTH PARKING LOT 274.6 5.3 fc 13.5 fc 0.6 fc 22.5:1 8.8:1 NORTHFORK BUSINESS+ PARK II 356.7 3.1 fc 13.8 fc 0.0 fc N / A N / A SOUTH PARKING LOT 0 5.2 fc 13.8 fc 0.3 fc 46.0:1 17.3:1 NORTHFORK 5% 5% BUSINESS PARK II BLDG 1 NORTHFORK 5% 5% BUSINESS PARK II BLDG 2 NOTES: ALL FIXTURES COMPLY TO THE IDA DARKSKIES STANDARDS FOR FULL CUTOFF THE FIXTURES LUMENS AND LLF ARE INITIAL 1.00 ALL FOOTCANDLE LEVELS ARE MEASURED AT GROUND LEVEL Designer JPM, LC dP^ LUMINAIRE LOCATIONS DC Q No. Label Location X Y MH Orientation Tilt 1 OA -2 184.0 399.7 20.0 -26.0 0.0 2 OA -2 274.6 470.0 20.0 -51.0 0.0 3 OA -2 356.7 548.8 20.0 -32.2 0.0 4 OA -2 241.3 296.0 20.0 -29.8 0.0 5 OA -2 336.5 360.3 20.0 -39.3 0.0 6 B1 443.4 364.5 13.0 0.0 0.0 7 B1 426.5 431.6 13.0 0.0 0.0 8 BI 394.2 485.5 13.0 0.0 0.0 9 B1 423.7 553.5 13.0 0.0 0.0 10 B1 434.5 585.9 13.0 0.0 0.0 11 B1 445.8 653.4 13.0 0.0 0.0 12 B1 507.5 367.0 13.0 0.0 0.0 13 81 501.8 426.5 13.0 0.0 0.0 14 B1 563.2 452.7 13.0 0.0 0.0 15 B1 590.7 397.7 13.0 0.0 0.0 16 B1 565.1 352.3 13.0 0.0 0.0 17 B1 581.7 511.5 13.0 0.0 0.0 18 B1 588.7 533.9 13.0 0.0 0.0 19 81 545.9 515.4 13.0 0.0 0.0 20 B1 556.8 552.5 13.0 0.0 0.0 21 B1 574.0 620.2 13.0 0.0 0.0 22 Ell 650.8 608.7 13.0 0.0 0.0 23 B1 611.8 617.7 13.0 0.0 0.0 24 B1 600.3 576.8 13.0 0.0 0.0 25 B1 760.1 576.8 13.0 0.0 0.0 26 B1 740.3 496.8 13.0 195.7 0.0 27 B11 731.3 462.3 13.0 0.0 0.0 28 BI 714.7 391.9 13.0 0.0 0.0 29 OA -2 876.5 525.3 20.0 -76.2 0.0 30 OA -2 854.4 443.7 20.0 -74.5 0.0 31 OA -2 826.6 343.0 20.0 -71.7 0.0 32 OA -2 887.1 248.1 20.0 -29.9 0.0 33 OA -2 968.6 303.7 20.0 -75.8 0.0 34 OA -2 991.6 407.3 20.0 -76.7 0.0 35 OA -2 1018.5 507.1 20.0 -75.6 0.0 36 OA -2 1152.7 465.8 20.0 -75.7 0.0 37 OA -2 1112.5 369.9 20.0 -76.2 0.0 A 1/ THE COX COMPANY Planners • Landscape Architects Civil Engineers • Urban Designers 220 East Nigh 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) 982-4848 F: (434) 982-4852 FINAL SITE PLAN SITE LIGHTING PLAN Job Number: 06-50 Date: December 21, 2007 Revision: October 9, 2006 December 18, 2006 December 21, 2007 North: Scale: As Noted Sheet No.: S 0 L-1 21 of 22 DC Q CL _ ] Q U -Z Qod� w > > w J Q m ` LL LL O O ` � Z O � O U W i Iz SITE LIGHTING PLAN Job Number: 06-50 Date: December 21, 2007 Revision: October 9, 2006 December 18, 2006 December 21, 2007 North: Scale: As Noted Sheet No.: S 0 L-1 21 of 22