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Home My WebLink AboutSDP201600051 Plan - Approved Major Amendment, Final Site Plan 2017-09-281. Owner/ Developer: University of Virginia Foundation Post Office Box 400218 Charlottesville, VA 22904 Tel: 434.982.3777 Fax: 434.982.4852 2. Engineer: Woolley Engineering 220 East High Street Charlottesville, Virginia 22902 Tel: 434.973.0045 0 0 0 0 0 wlt� - Univ,11111iiiiii..rsity of Virginia Research Pori< -- WOOLLEY ENGINEERING Town Center BuilclinFo U r Consulting Civil Engineers 220 East High Street Charlottesville < Virginia 22902 (434) 973.0045 www.Wooffey-Eng.com 3. Source of Information: County Research and/or Owner provided. 4. Source of Survey: Kirk Hughes & Associates (Topographic Field Survey), August, 2016 5. Parcel Information: TMP 32-6A, 460.60 acres Proposed lease area: 6.848 acres Site is located within the UVA Research Park Current Use: Commercial Office Deed Book 2712, p325; DB 3792, p 292 Plat; DB 1684, p 225 Plat; DB 4957, p 692 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 & ZMA200500003.) Waiver: Ground cover for 3:1 or steeper slopes shall be maintained by Owner Watershed: Rivanna River 6. Adjacent Parcels: See Existing Conditions Exhibit Sheets C2.0-2.3 Current Use: Research Park MAJOR SITE PLAN AMENDMENT SDP 2016-00051 7. Proposed Building Statistics INDEX Proposed Use: General Office Space Total Building Project Name Number of Floors: 4 Acreage Buildings (sf) Gross Building Square Footage: 108,568 sf Microwire (1641 Edlich Dr) 1995 Floor Area Ratio: 0.36 46,889 46,445 Maximum Building Height: 65' 1996 4.0 Proposed Building Height: 61' 30,450 PRA (4105 Lewis & Clark Dr) Lot Coverage: (Proposed) 6.0 80,000 Building Footprint: ± 27,683 sf (10%) 2000 Parking and Driveways: ± 131,987 sf (46%) 70,974 Landscaped Areas: ± 77,537 sf (27%) 7.1 Maximum Impervious Area: ± 206,474 sf (73%) ETC (1670 Discovery Dr) 8. Parking Statistics 2.6 42,388 A. Required Parking Spaces: Town Center Two 2006 Commercial Office: One Space per 200 sf of Net Floor Space 82,068 Gross SF 80% Gross Spaces Req'd Spaces Provided TDM Reduction Town Center 1 70,563 56,450.4 282.3 244 13.6% Town Center 4 108,568 86,854.4 434.3 323 25.6% Combined: 717 567 20.9% B. Traffic Demand Managment Reductions: 601,687 488,151 High Occupancy Vehicle Spaces: (2) Spaces per HOV Space Landscape Plan Bicycle Racks: (36) Spaces provided on Racks L2.0 Landscape Details Scooter/Motorcycle Rack: (1) spaces per 32 sf Surface area SL1.0 HOV Shuttle/Bus Bike Racks Total Reduction Spaces req'd Town Center 1 20 25 36 81 spaces 202 Town Center 4 28 41 0 69 spaces 365 Combined: 48 66 36 150 567 C. Provided Parking Spaces: ❑ ES3.0 On Site: El ES3.1 Regular HOV Space Motorcycle Space Handicapped Total Spaces - Town Center 1 214 10 13 7 244 Town Center 4 301 14 0 8 323 Combined: 515 24 13 15 567 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 for Town Center 1: 1 + (70,563-8,000 / 20,000;) = 4 spaces Existing Loading Spaces Provided for Town Center 1: 4 spaces Required Loading Spaces for Town Center 4: 1 + (108,568-8,000 / 20,000) = 6 spaces Proposed Loading Spaces Provided for Town Center 4: 2 spaces provided with this site plan amendment (Waiver previously approved from SDP 2006-00113) 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 Constrruction Specifications, January 15, 1998. D. The University of Virginia Foundation, North Fork Design Code, May 28, 1998. 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 VDOT unless otherwise noted. 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. F. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). copyright © 2016 by Woolley Engineering THE COUNTY OF ALBEMARLE, VIRGINIA RIO MAGISTERIAL DISTRICT 11. General Water and Sewer Conditions (1) 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 the work. (2) The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where shown, are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and structures as necessary. (3) All materials and construction shall comply with the current edition of the General Water & Sewer Construction Specifications, as adopted by the Albemarle County Service Authority. (4) Datum for all elevations shown in National Geodetic Survey. (5) The Contractor shall be responsible for notifying Miss Utility (dial 811 or 1-800-552-7001). (6) All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of pipe over the centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. (7) All water and sewer appurtenances are to be located outside of roadside ditches. (8) Valves on dead-end limes shall be rodded to provide adequate restraint for the valve during a future extension of the line. 12. Stormwater Management A. The site will primarily drain visa surface flow and existing stormwater piping to an existing stormwater management basin located east of the project area. The existing basin was designed and constructed with full build -out of the subject sub -area of the Research Park incorporated. B. The site does not lie within a reservoir watershed. The stormwater from the site flows northeastward to the North Fork of the Rivanna River. 13. Research Park Total Buildout Statistics (approved building areas from previously approved site development plans) * Revised with this site plan amendment Acerage Approved GSF Dev. GSF Capacity 307.0 3,700,000 3,700,000 Developed/Sold 45.2 601,687 488,151 Total Remaining 261.8 3,098,313 3,211,849 14. Setbacks: Per the approved application plan for development (ZMA-98-27,) setbacks are: 10' Building Setback from internal public road right-of-way 50' Buffer from adjacent residential parcels 80' Building Setback from adjacent residential parcels 15. Note: Hazardous Materials: Nio hazardous materials, including medical wastes, shall be disposed of within the project. SITE DEVELOPMENT PLANS SDP200600113 October 1, 2007: Initial site plan for the development of Town Center District buildings Three and Four. SDP200700159 October 1, 2007: Erosion and Sediment Control Amendment. The plan revision provided direction on the subsequent phasing of Town Centers Three and Four for mass grading activities and soil stockpiling plans. SDP200800043 January 4, 2008: Minor Site Plan Amendment. Initial submission on December 21, 2007 for the amendment to the proposed Town Center Three building footprint and ultimate square footage. SDP200800138 August 4, 2008:; Minor Site Plan Amendment. Submissions on February 19, 2008 and May 13, 2008 to accommodate whole site; changes initiated by Architect and Owner adjustments to the Town Center building placement and footprint. The revision includes adjustments for amending the site to meet subsequent LEED certification. SDP200800161 October 23, 20108: Minor Site Plan Amendment. Town Center Three building's eastern entrance was amended to allow for moire sidewalk. Two parking spaces were removed. The decorative site lighting was also amended to a different fixture. SDP200900035 October 23,20108: Minor Site Plan Amendment. Update the planting boundaries which surround the courtyard for Town Centex Three and to provide temporary vegetation which will be removed when future buildings within the Towi Center District are developed. Phasing Narrative: This amendment is for the devecnpment of Town Center Four. The previously approved site plan was for the construction of Town Center Three and Town Center =our. Town Center Three has been constructed and built improvements have been included in this narrative. See sheet C1.1 for limits and locations of all previous amendments to this site plan. Phase Three: Town Center Three 1. Phase three work from previous plan amendments have been completed and were generally limited to improvements within the lease area for Town Center Three. 2. The previously approved access drive along the eastern boundary was constructed and connects to the Town Center Three parking lot and Lewis & Clark Drive. 3. Curbing, pavement, sidewclk and landscape improvements from the approved site plan located within the Town Center Three lease line have been completed. 4. Research Park Blvd. was extended during the construction of Phase Three. The work included a traffic circle which is proposed to be removed with this amendment. 5. The scope of Phase Three included a stormwater conveyance system outside of the Town Center Three lease line. The storm piping conveys surface rurnoff from Research Park Boulevard inro the dounstream conveyance channel. This amendment includes the removal and relocation of select storm structures which are currently in use and conflict with this plan. Phase Four: Town Center Four 1. Work related to Phase Four shall be generally limited improvements that are located within the Town Center Four lease line. See sheet C2.4 for proposed lease line location. Limited site improvements are proposed outside of the new lease line. 2. This amendment proposes removing the existing traffic circle. An additional access drive to the parking area for Town Center Four from Lewis & Clark Blwd. will be constructed with this amendment. 3. Site improvements included in this amendment are illustrated on this plan. VICINITY MAP 0 40 O S � �LARK_�.,OR/ � DC7 ry Sc0 .,'# AI RUN SITE 111= 10001 SHEET INDEX Approved Total Building Project Name Year Acreage Buildings (sf) Constructed (sf) Microwire (1641 Edlich Dr) 1995 4.9 46,889 46,445 Motion Control (4040 Lewis & Clark Dr) 1996 4.0 30,462 30,450 PRA (4105 Lewis & Clark Dr) 1998 6.0 80,000 80,388 Town Center One 2000 4.7* 69,900 70,974 Biotage (1725 Discovery Dr) 2002 7.1 50,000 50,656 ETC (1670 Discovery Dr) 2002 2.6 42,388 41,778 Town Center Two 2006 4.3 83,666 82,068 Town Center Three 2C08 4.7 89,814 85,392 Town Center Four 2016 6.8 108,568 IIMI Total General Details 45.2 601,687 488,151 * Revised with this site plan amendment Acerage Approved GSF Dev. GSF Capacity 307.0 3,700,000 3,700,000 Developed/Sold 45.2 601,687 488,151 Total Remaining 261.8 3,098,313 3,211,849 14. Setbacks: Per the approved application plan for development (ZMA-98-27,) setbacks are: 10' Building Setback from internal public road right-of-way 50' Buffer from adjacent residential parcels 80' Building Setback from adjacent residential parcels 15. Note: Hazardous Materials: Nio hazardous materials, including medical wastes, shall be disposed of within the project. SITE DEVELOPMENT PLANS SDP200600113 October 1, 2007: Initial site plan for the development of Town Center District buildings Three and Four. SDP200700159 October 1, 2007: Erosion and Sediment Control Amendment. The plan revision provided direction on the subsequent phasing of Town Centers Three and Four for mass grading activities and soil stockpiling plans. SDP200800043 January 4, 2008: Minor Site Plan Amendment. Initial submission on December 21, 2007 for the amendment to the proposed Town Center Three building footprint and ultimate square footage. SDP200800138 August 4, 2008:; Minor Site Plan Amendment. Submissions on February 19, 2008 and May 13, 2008 to accommodate whole site; changes initiated by Architect and Owner adjustments to the Town Center building placement and footprint. The revision includes adjustments for amending the site to meet subsequent LEED certification. SDP200800161 October 23, 20108: Minor Site Plan Amendment. Town Center Three building's eastern entrance was amended to allow for moire sidewalk. Two parking spaces were removed. The decorative site lighting was also amended to a different fixture. SDP200900035 October 23,20108: Minor Site Plan Amendment. Update the planting boundaries which surround the courtyard for Town Centex Three and to provide temporary vegetation which will be removed when future buildings within the Towi Center District are developed. Phasing Narrative: This amendment is for the devecnpment of Town Center Four. The previously approved site plan was for the construction of Town Center Three and Town Center =our. Town Center Three has been constructed and built improvements have been included in this narrative. See sheet C1.1 for limits and locations of all previous amendments to this site plan. Phase Three: Town Center Three 1. Phase three work from previous plan amendments have been completed and were generally limited to improvements within the lease area for Town Center Three. 2. The previously approved access drive along the eastern boundary was constructed and connects to the Town Center Three parking lot and Lewis & Clark Drive. 3. Curbing, pavement, sidewclk and landscape improvements from the approved site plan located within the Town Center Three lease line have been completed. 4. Research Park Blvd. was extended during the construction of Phase Three. The work included a traffic circle which is proposed to be removed with this amendment. 5. The scope of Phase Three included a stormwater conveyance system outside of the Town Center Three lease line. The storm piping conveys surface rurnoff from Research Park Boulevard inro the dounstream conveyance channel. This amendment includes the removal and relocation of select storm structures which are currently in use and conflict with this plan. Phase Four: Town Center Four 1. Work related to Phase Four shall be generally limited improvements that are located within the Town Center Four lease line. See sheet C2.4 for proposed lease line location. Limited site improvements are proposed outside of the new lease line. 2. This amendment proposes removing the existing traffic circle. An additional access drive to the parking area for Town Center Four from Lewis & Clark Blwd. will be constructed with this amendment. 3. Site improvements included in this amendment are illustrated on this plan. VICINITY MAP 0 40 O S � �LARK_�.,OR/ � DC7 ry Sc0 .,'# AI RUN SITE 111= 10001 SHEET INDEX 112 C 1.0 Cover I[01 C1.1 Major ; �rnendment Exhibit 0 C2.0 Existing Conditions Exhibit IM C2.1 Existing Conditions Exhibit Cont. 111 C2.2 Existing Conditions Exhibit Cont. I1111 C2.3 Boundary Exhibit 110 C2.4 Site Boundary Exhibit 1111 C3.0 Critic,_.,,'Slopes Exhibit IM, C4.0 Layout Plan 11101 C4.1 Road Plan and Profile FM C4.2 Sight Di°stance Profile IFA C5.0 Grading Plan 11,01 C6.0 Utilities Pian IM C6.1 Waterline Plan and Profile > C6.2 Waterline Plan and Profile Cont. IM C6.3 Storm Drainage Profiles 11111 C6.4 Storm Drainage Profiles Cont. IIMI C7.0 General Details IM C7.1 General Details I® L1.0 Landscape Plan 103 L2.0 Landscape Details 9 SL1.0 Site Lighting Plan z SL2.0 Site Lighting Details ❑ ES1.0 Erosion and Sediment Control Narrative ❑ ES2.0 Erosion and Sediment Control Plan Phase 1 ❑ ES2.1 Erosion and Sediment Control Plan Phase 2 ❑ ES3.0 Erosion and Sediment Control Details El ES3.1 Erosion and Sediment Control Details Cont. IM Filled Box Indicates Drawing Included in Set SIGNATURE PANEL Albermarle cb. Dep of Community Development - Planning Divisionate ... �. Albeirn Co. Dept. of Community Dey "I ment - Division Dat Z � Albermarle Co. Dept. of Community D el ent - Engineering Division Da 0, , t��o 61 %whonft've U 14wig Albeimarle Co. Dept. of Communr evelopment - Building Inspections - Dat Q Albeirrj6f e County Department of Fire and Rescue Date) i� Z,7 �0 � Albermarle County Service hority Date az�i,6- l � w Virginia Department of Transportation Date Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT SHEET Job Number: 1640 LIC. NO. 87088 A; /.7 'r "'ONAL Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 April 12, 2017 April 14, 2017 April 28, 2017 September 12, 2017 1 Scale: As Noted Sheet No.: C1.0 Q � Q U Z Q � � w � > UJ U..w Q W Q z z � � m Q > U_ 0 0 0 w U z SHEET Job Number: 1640 LIC. NO. 87088 A; /.7 'r "'ONAL Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 April 12, 2017 April 14, 2017 April 28, 2017 September 12, 2017 1 Scale: As Noted Sheet No.: C1.0 EXHIBIT ONLY NOT FOR CONSTRUCTION / i t , t r '} - "/ 3T• f "r y. a r },✓" 1 .•''` . ; � ,F' / �' i xRr ' l i t : ' ,,� /� ��'•�{ � vcc: ,$`- ✓''' ✓ `' j .l'''r,i, r."'f�.r r E / ,� y�'t + ✓' rr r r y : r . At -t04 NOTE: , r O r` THIS EXHIBIT ILLUSTRATES " O - w } Z SDP 2006-00113 yet , { f r /,p'! . i ., '/.y„"` ✓` ;.v / f 3' �. i:: "'"fit✓ r'' �. rr'' . V, / f " s v INCLUDING ALL PREVIOUS SITE PLAN AMENDMENTS — ," e , /,x t; 7 r r ' ''i f ,A ,:✓' ,e' "t f"'s r xwG ry , I 4 f N' -pn ]ut<%r "`r'^W ,^✓� ,,. ,J'fr,✓` ,r ✓ r rJ,,=..1 r x }, '(' _ ;.; F H : ,E Ift i .. p { r • n at r I ...,. { .:N%. _" .. ':. ✓``,.." r rt^` '':'... i!"'. 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'^:. � .;.. - N r � r +' g. 1 > "'; - '", t. •^.:.:r.:�x a #''r j)3'-.,{ J, .:",.- srt :,5, Its1 d` _ __ < ,r .ri - , /:,: ,., :,.:j " . .,.,r „ e5 ,.Y " ,:-ti '. .'..S ,.-: .- .'.,.r ,^' 'r -.. - .. .,.. ... .,.-✓„,,,,.xw_ .' _. ..,,✓.✓- .,..-:. -'.. ,:u._'.' .m,^,," ..,-:.:"ffir•-�.s.. 1 .t ..c t ,; � .,' 1 , >; . x^.w : r.R..�: '*. ,,. -9 :..... "r " ':. _ •`. *., ElrS. r 1 : i ,'.3Y{„a , . v<.a�` i r�f`>^.*R..„.YS.: ,< � l :. - ;. r -s -✓ J. �•.''''',,. e•' :^ r,r .,. ✓ :.�� Yt r. `_j .._.,.�z`f t .� -;” }Y .. .:1 � SXX,'t• :'�tY !jf � t i F_ »'�?... z{ -f:P? �iYYi r'it d Y .... .. ,IY#,�.�nk .1 t &?1 "#o;{ s,: #ft TiY 7/ff - P•d� Ff Ff# 74 ads t,3p € 3, 'u n ?� 1. Building Statistics I i ,l t 1. Building Statistics Existing Use: General Office Buildings Town Center 3 Number of Floors: 3.5 Building Square Footage: 89,814 2. Parking Statistics a. Required Parking Spaces: Commercial Office: One Space per 200 sf of Net Floor Space Gross Combined Floor Space = 89,814 sf Net Floor Space = 80% NFS = 71,851 sf Required Spaces: 359 b. Traffic Demand Managment Reductions: High Occupancy Vehicle Spaces: (2) Spaces per HOV Space (44) Bicycle Racks: (18) Spaces provided on Racks (10) Total Reduction of Required Spaces: (54) 15% Total Spaces Required after Reduction : 305 C. Provided Parking Spaces: On Site: Regular: 269 HOV: 22 Low Emitting or Fuel Efficient Vehicle: 16 Handicap: 8 Total: 315 copyright © 2016 by Woolley Engineering APPROXIMATE LIMITS OF APPROVED TOWN CENTER 4 FROM SDP 2006-00113 (TO BE AMENDED WITH THIS MAJOR SITE PLAN AMENDMENT) �zM APPROXIMATE LIMITS OF SDP 2006-00113 (CURRENTLY BUILT) a 3 1 A z 50 0 50 100 150 WA I WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville o Virginia 22902 (434) 973 0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLA AMENDMENT MAJOR O I EXHIBIT Job Number: 1640 Nil OP ERIC W. WOOLLEY LIC. _NO. 37086V- 0� 4-14-2017Ww 6�sIONAL '' Date: January 20, 2017 Revision: April 14, 2017 Seale: 1"=50' Sheet No.: C i 2 Of 28 i MAJOR O I EXHIBIT Job Number: 1640 Nil OP ERIC W. WOOLLEY LIC. _NO. 37086V- 0� 4-14-2017Ww 6�sIONAL '' Date: January 20, 2017 Revision: April 14, 2017 Seale: 1"=50' Sheet No.: C i 2 Of 28 DRAINAGE STRUCTURES DRAINAGE STRUCTURES (CON'T) DRAINAGE STRUCTURES (CON'T) #1 THRU 120 NOT USED 1,38 DI -38 L=3' 157 D1-38 L=6' I(D TOP ELEVATION= 552,81' TOP ELEVATION= 546.44' 121 DI -3B L=8' 18" R.C.P. IN= 544.9' 4" P.V.C. IN= 544.1' TOP ELEVATION= 522.56' 4 " P. V. C lN= 550.7' 4 " P. V. C IN= 543.4' 18" R.C.P. IN= 511.7' 18" R.C.P. OUT= 544.9' 15" R.C.P. OUT= 5420' 18" R.C.P. OUT= 511.6' = TELEPHONE VAULT & MANHOLE TM = TELEPHONE JUNCTION BOX #39 END SECTION 158 DI -12 122 D1-38 L=8' ES -1 15" R.C.P. OUT= 510.5' TOP ELEVATION= 547.84' TOP ELEVATION= 522.92' s 15" R.C.P. OUT= 543.7' 18" R.C.P. IN= 509.9' 140 DI -3B L=6' (D 18" R.C.P. OUT= 509.7' TOP ELEVATION= 524.71' 159 DI -39 L=6' 15" R.C.P. OUT= 511.4' TOP ELEVATION= 550.98' 123 MANHOLE X 15" R.C.P. IN= 541.8' TOP ELEVATION= 521.61' 141 END SECTION 18" R.C.P. OUT= 541.7' 18" R.C.P. IN= 508.2' ES -1 15" R.C.P. OUT= 515.6' = FIRE HYDRANT 24" R.C.P. lN= 510.6' 160 DI -3B L=6' 15" H.D.P.E. IN= 514.9' 142 DI -3B L=6' TDP ELEVATION= 547.63' 6" PVC IN= 516.1' TOP ELEVATION= 521.23' 18" R.CP. IN= 540.2' 24" C.M.P. OUT= 508.4' 15" R.C.P. OUT= 512.7' 18" R.C.P. OUT= 540.2' 124 DI -3B L=12' 143 DI -3B L=6' #61 MANHOLE TOP ELEVATION= 521.6' TOP ELEVATION= 522.46' TOP ELEVATION= 542.91' 8"PVC IN= 517.7' 4" P.V.C. IN= 519.2' 18" R. C. P. IN= 536.1 ' 18" R.C.P. OUT= 517.3' 15" R.C.P. OUT= 518.1' 18" R.C.P. OUT= 536.0' 125 DI -3B L=14' 144 DI -3B L=9' 162 DI -3B L=10' TOP ELEVATION= 525.8' TDP ELEVATION= 521.18' TOP ELEVATION= 539.89' 15" R.C.P. OUT= 5220' 15" R.C.P. IN= 516.8' 18" R.C.P. IN (FROM #61)= 534.1' 4 " P. V. C. IN= 518.2' 15" R.C.P. IN (FROM 163)= 534.5' 126 DI -3B L=12' 15" R.C.P. OUT= 516.8' 4" P.V.C. IN= 537.3' TOP ELEVATION= 522.2' 18" R.C.P. OUT= 534.2' 15" R.C.P. IN= 518.7' 145 DI -3B L=10' 18" R.C.P. OUT= 518.7' TOP ELEVATION= 519.37' 163 DI -3B L=6' 15 " R. C. P. IN (FROM 144)= 515.1 ' TOP ELEVATION= 542.71' 127 DI -3B L=12' 18" R.C.P. IN (FROM 146)= 514.6' 4" P.V.C. IN= 540.5' TOP ELEVATION=522.7' 4 " P. V. C. IN= 516.4' 15" R. C. P. OUT= 537.5' 18" R.C.P. IN (FROM # 24)= 515.9' 18" R.C.P. OUT= 514.7' 18" R.C.P. IN (FROM # 26)= 515.9' 164 MANHOLE 24" R.C.P. OUT= 515.5' 146 DI -3B L=10' TOP ELEVATION= 53354' TOP ELEVATION= 526.48' 18" R.C.P. IN= 528.5' 128 MANHOLE 18" R.C.P. IN= 519.9' 4" P. V. C. IN= 530.1 ' TDP ELEVATION= 531.21' 18" R.C.P. OUT= 519.6' 18" R.C.P. OUT= 528.5' 8" P. V. C. IN= 512.6' 36" R.C.P. IN= 509.0' 147 MANHOLE 165 DAM OUTLET STRUCTURE 36" R.C.P. OUT= 509.0' TOP ELEVATION= 529.34' TOP WEIR ELEVATION= 452.49' 15- R.C.P. IN (FROM 149)= 521.6' 129 DI -3B L=6' 18" CONC. TROUGH IN (FROM 148)= 524.8' #66 TWIN BOX CULVERT TOP ELEVATION= 527.4' 18" R.C.P. OUT (FROM #46)= 521.0' INLET INVERT ELEVATION= 434.8' 36" R.C.P. IN= 506.2' 36" R.C.P. OUT= 505.8' 148 DI -3B L=8' 167 TWIN BOX CULVERT TOP ELEVATION= 529.60' OUTLET INVERT ELEVATION= 434.36' #30 DI -3B L=6' 18" CONC. TROUGH OUT= 525.1 ' TOP ELEVATION= 524.92' 168 END SECTION 36" R.C.P. IN= 503.9' 149 DI -12 ES- t 54" R.C.P. OUT= 452.93' 36" R.C.P. OUT= 5020' TDP ELEVATION= 530.19' 15" R. C. P. IN= 524.3' 169 END SECTION /31 END SECTION 15" RC.P. OUT= 522.2' ES -1 54" R.C.P. lN= 459.0' 36" R.C.P. OUT= 497.7' 150 DI -3B L=8' J70 OUTFALL 132 MANHOLE TOP ELEVATION= 532.55' 24" C.M.P. OUT= 468.7' TOP ELEVATION= 496.80' 15" R.C.P. IN= 526.3' 27" C.M.P. IN= 491.3' 15 " R. C. P. OUT= 526.0' #71 4' DIA. C.M.P. RISER 27" R.C.P. OUT= 491.0' TOP ELEVATION= 481.28' 151 DI -3B L=10' 24" C.M.P. IN= (INACCESSIBLE) J33 DI -7 TOP ELEVATION= 537.97' TOP ELEVATION= 547.47' 15" R.C.P. IN= 529.5' X72 HEADWALL 24" IN= 533.9 15" R.C.P. OUT= 529.3' 24" C.M.P. OUT= 484.9' 36" R.C.P. OUT= 533.0' 152 DI -3B L=12' 173 D1-38 L=12' 134 D1-38 L=4' TOP ELEVATION= 537.53' TOP ELEVATION= 515.07' TOP ELEVATION= 551.51' 15" R.C.P. IN= 530.4' (FULL OF SEDIMENT) 36" R. C. P. IN= 528. 1 ' 4" P.V.C. IN= 534.2' 18" R.C.P. IN (FROM J38)= 5430' 15" R.C.P. OUT= 53D.2' #74 Dl -3B L=8' 4 " P. V. C IN= 549.2' TOP ELEVATION= 516.21' 36" R.C.P. OUT= 528.0' 153 DI -3B L=8' (FULL OF SEDIMENT) TDP ELEVATION= 536.23' #35 Dl -3B L=4' 15" R.C.P. IN= 531.5' #75 DI -3B L=6' TOP ELEVATION= 550.83' 4" P. V C. IN= 5333' TOP ELEVATION= 517.41 ' J6" R.C.P. IN= 526.2' 15" R.C.P. OUT= 531.4' (FULL OF SEDIMENT) 36 " R.C.P. OUT= 526.1 ' 154 MANHOLE 176 D1-38 L=8' 136 Dl -3B L=6' TOP ELEVATION= 539.83' TOP ELEVATION= 517.51' TOP ELEVATION= 547.78' 15" R.C.P. IN= 535.2' 18" R.C.P. IN= 507.8' 36" R.C.P. IN= 511.6' 15" R.C.P. OUT= 535.1' ?" R.CP. OUT= 507.7' 36" R.C.P. OUT= 511.5' 155 DI -3B L=8' #77 DI -3C L=6' #37 DI -3B L=13' TOP ELEVATION= 543.10' TOP ELEVATION= 517.78' TOP ELEVATION= 553 53' 15" R.C.P. /N= 539.0' 18" R.C.P. IN= 509.1 ' 18" R.C.P. OUT= 546.9' 4" P.V.C. IN= 540.1' 18" R.C.P. OUT= 509.0' 15" R.C.P. OUT= 538.9' 178 D1-38 L=8' 156 DI -3B L=8' TOP ELEVATION= 519.11' TDP ELEVATION= 545.63' 15" R.C.P. IN= 510.3' 15" R. C. P. IN= 541.1 ' 18" R.C.P. OUT= 510. 1 ' 4" H. D. P. E. IN= 542.1' 15 R.C.P. OUT= 541.1' X79 DI -3B L=8' TOP ELEVATION= 519.17' 8" P.V.C. IN= 515.4' 15" RC.P OUT= 510.9' copyright © 2016 by Woolley Engineering 6%nyllf., zy�l�� •� •uert�-1 c� SANITARY SEWER MANHOLE 11 TOP ELEVATION= 534.47' 8" P. V. C. IN= 517.6' 8" P.V.C. OUT= 517.4' SANITARY SEWER MANHOLE 12 TOP ELEVATION= 533.03' 8" P.V.C. IN & OUT= 513.5' SANITARY SEWER MANHOLE #3 TOP ELFVATION= 530.59' 8" P. V. C. IN= 509.5' 8" D.I.P. OUT= 509.5' SANITARY SEWER MANHOLE #4 TOP ELEVATION= 502.09' 8" D.I.P. IN (FROM 18)= 494.0' 8" D.I.P. IN (FROM I3)= 4939' 8 " P. V. C. OUT= 493.8' SANITARY SEWER MANHOLE 15 TOP ELEVATION= 478.04' 8" P. V. C. IN= 470.2' 8" P. V C. OUT= 470.2' SANITARY SEWER MANHOLE 16 TOP ELEVATION= 52342' 8" P. V.C. lN= 516.1 ' 8" P.V.C. OUT= 516.3' SANITARY SEWER MANHOLE 17 TOP ELEVATION= 523.54' 8" P.V.C. IN= 514.8' 8" P.V.C. OUT= 514.6' SANITARY SEWER MANHOLE 18 TOP ELEVATION= 523.13' 8" P. V.C. IN= 513.3' 8" P. V.C. OUT= 5 13. 1 ' SANITARY SEWER MANHOLE #9 TOP ELEVATION= 478.44' 8 " P. V. C. IN (FROM #5)= 468.6' 8" P.V.C. IN (FROM 113)= 467.8' 8" P.V.C. OUT (TO #10)= 467.6' SANITARY SEWER MANHOLE J10 TOP ELEVATION= 459.03' (LID SEALED) SANITARY SEWER MANHOLE ill TOP ELEVATION= 455.57' (LID SEALED) SANITARY SEWER MANHOLE 112 TOP ELEVATION= 457.92' 8" PVC. IN= 441.4' 8" P. V. C. OUT= 441.2' SANITARY SEWER MANHOLE #I3 TOP ELEVATION= 48399' 8" P. V.C. lN= 471.8' 8" R V. C OUT= 471.5' SANITARY SEWER MANHOLE #14 TOP ELEVATION= 550.12' 8 " P. V. C. lN= 533.8' 8" P. V.C. OUT= 533.7' LEDEND AB = ABANDONED LINE ARV = AIR RELEASE VALVE ASPH = ASPHALT BW = BOTTOM OF WALL CB = STORM DRAINAGE CURB BOX CG -3 = CONCRETE CURB CG -6 = CONCRETE CURB AND GUTTER CIP = CAST-IRON PIPE CMP = CORREGATED METAL PIPE CO = CLEAN-OUT C or CONC = CONCRETE COND = CONDUIT CSW = CONCRETE SIDEWALK DI = STORM DRAINAGE DROP INLET DIP = DUCTILE -IRON PIPE DOG = DOGWOOD TREE EP = EDGE OF PAVEMENT EW = ENDWALL GL = GAS LINE GM = GAS METER GV = GAS VALVE HDPE = HIGH DENSITY POLYETHYLENE PIPE LV = LOW VOLTAGE MB = MAIL BOX MH = MANHOLE OE = OVERHEAD ELECTRIC LIME OT = OVERHEAD TELEPHONE LINE OTV = OVERHEAD TELEVISION LINE PE = POLYETHYLENE PIPE PED = UTILITY PEDESTAL PIV = POST INDICATOR VALVE RCP = REINFORCED CONCRETE PIPE SD = STORM DRAIN LINE SP = STANDPIPE SS = SANITARY SEWER LINE TW = TOP OF WALL UE = UNDERGROUND ELECTRIC LINE UFO = UNGERGROUND FIBER OPTIC UT = UNDERGROUND TELEPHONE LINE UTV = UNDERGROUND TELEVISION LINE WL = WATER LINE WM = WATER METER ? = UNKNOWN OR UNVERIFIED LOCATION Q = MANHOLE ® = WATER VALVE = FIRE HYDRANT I(D = GAS VALVE -e-- = UTILITY POLE 0 = LAMP POST H3 = WATER METER = WATER MANHOLE = ELECTRIC VAULT & MANHOLE ® = TELEPHONE VAULT & MANHOLE TM = TELEPHONE JUNCTION BOX © = ELECTRIC JUNCTION BOX 17 = ELECTRIC TRANSFORMER = GAS METER s = SIGN POST o = POST or BOLLARD (D = IRRIGATION CONTROL VALVE d = STANDPIPE = EMERGENCY TELEPHONE 0 = TREE or BUSH X = SPOT ELEVATION ® = WATER METER ® = WATER VALVE = FIRE HYDRANT NOTES: 1.) HORIZONTAL DATUM: NAD -83 VIRGINIA SOUTH ZONE 2.) VERTICAL DATUM: NAVD-88 BENCHMARK: UNIVERSITY OF VIRGINIA BRASS DISK "NF2," SET IN CONCRETE, LOCATED 4.5' FROM THE FACE OF CURB ON THE EAST SIDE OF LEWIS AND CLARK DRIVE APPROXIMATELY 370' NORTH OF THE INTERSECTION WITH DISCOVERY DRIVE. ELEVATION = 543.93' 3.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES; TOPOGRAPHIC MAPS, AS-BUILn PLANS, AND SITE PLANS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNIDATION; AND UTILITY MAPS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNDATION AND THE UTILITY COMPANIES. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. UTILITY OPERATORS: SANITARY SEWER - ALBEMARLE COUNTY SERVICE AUTHORITY WATER - ALBEMARLE COUNTY SERVICE AUTHORITY TELEPHONE - SPRINT, UVA� TELEVISION - ADELPHIA ELECTRIC - DOMINION VIRGINIA POWER GAS - CITY OF CHARLOTTESVILLE MISS UTILITY CONTACT INFORMIATION: 1-800-552-7001 4.) PREPARED FOR: UNIVERS11 Y OF VIRGINIA FOUNDATION 5.) ONLY THE AREAS WITHIN THE "SURVEY LIMITS" SHOWN HEREON WERE SURVEYED BY KIRK HUGHES AND ASSOCIATES. THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION OUTFSIDE OF THESE LIMITS WAS SURVEYED BY OTHERS AND PROVIDED TO US BY THE UNIVERSITY OF VIRGINIA FOUNDATION. 6.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRIK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON STARTING IN MAY THRU AUGUST 2016; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING NVIETADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901376 REV: GOA TAKEN: 05/18/16 01:33 PM STATE: VA CNTY: ALBEMARLE PLACE: SUBDIVISION: NORTH FORK RESEARCH PARK ADDRESS : 1000 RESEARCH PARK BLVD RESPONSES DUE BY: 05/23/16 07:00 AM EXPIRES: 06/10/16 07:00 AM MARKING DESCRIPTION RESPONSE CODE ACS ALBEMARLE - WATER & SEWER (ACSA26) 05/20/16 04:20 PM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: SCOTT KREBELDER (434)531-0714 EXT 146 IN THE EVENT OF DAMAGE TO A FACILITY CALL; (434)531-0714 EXT 146 CTL CENTURYLINK (CTL154) 05/21/16 11:03 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)788-3600 CVL CHARLOTTESVILLE CITY -GAS (CVL222) 05/19/16 08:51 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: BENCHMARK (804)550-7740 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)970-3800 DOM DOMINION VA POWER ELEC DI (DOM710) 05/21/16 11:05 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (888)667-3000 LMS LUMOS NETWORK (LMS578) 05/21/16 11:05 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)411-6930 LTC LEVEL 3 COMMUNICATIONS (LTC903) 05/25/16 09:01 AM 70 CRITICAL FACILITY MARKED. LOCATOR OR UTILITY OPERATOR MUST CONTACT EXCAVATOR AND MUST BE PRESENT DURING EXCAVATION FIELD CONTACT: CALL CENTER (877)366-8344 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)366-8344 EXT 3 "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901400 REV: OOA TAKEN: 05/18/16 01:48 PM STATE: VA CNTY: ALBEMARLE PLACE: SUBDIVISION: NORTH FORK RESEARCH PARK ADDRESS : 1000 RESEARCH PARK BLVD RESPONSES DUE BY: 05/23/16 07:00 AM EXPIRES: 06/10/'16 07:00 AM CLICK HERE TO VIEW ANY AVAILABLE UTILITY SITE LOCATION INFORMATION MARKING DESCRIPTION RESPONSE CODE ACS ALBEMARLE - WATER & SEWER (ACSA26) 05/20/16 04:20 PM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: SCOTT KREBELDER (434)531-0714 EXT 146 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)531-0714 EXT 146 CMC COMCAST (CMC001) 05/29/16 10:08 PM 96 NO RESPONSE REQUIRED FROM THIS TERMINAL FIELD CONTACT: STEVE WAYBRIGHT (704)307-5103 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)441-6917 EXT OPT 1 CTL CENTURYLINK (CTL154) 05/21/16 11:03 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)788-3600 CVL CHARLOTTESVILLE CITY -GAS (CVL222) 05/19/116 08:53 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: BENCHMARK (804)550-7740 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)970-3800 DOM DOMINION VA POWER ELEC DI (DOM710) 05/21,/16 11:05 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (888)667-3000 LMS LUMOS NETWORK (LMS578) 05/21/16 11:05 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)411-6930 LTC LEVEL 3 COMMUNICATIONS (LTC903) 05/25/16 09:01 AM 70 CRITICAL FACILITY MARKED, LOCATOR OR UTILITY OPERATOR MUST CONTACT EXCAVATOR AND MUST BE PRESENT DURING EXCAVATION FIELD CONTACT: CALL CENTER (877)366-8344 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)366-8344 EXT 3 LTH °�A,� G. V. "KIRK" HUGHES LIC. NO. 1458 11<9N1)SURvE�O "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901387 REV: GOA TAKEN: 05/18/16 01:45 PM STATE: VA CNTY: ALBEMARLE PLACE: SUBDIVISION: NORTH FORK RESEARCH PARK ADDRESS : LEWIS AND CLARK DR RESPONSES DUE BY: 05/23/16 07:00 AM EXPIRES: 06/10/16 07:00 AM MARKING DESCRIPTION RESPONSE CODE ACS ALBEMARLE - WATER & SEWER (ACSA26) 05/20/16 04:20 PM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT; SCOTT KREBELDER (434)531-0714 EXT 146 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)531-0714 EXT 146 CMC COMCAST (CMC001) 05/29/16 10:08 PM 96 NO RESPONSE REQUIRED FROM THIS TERMINAL FIELD CONTACT: STEVE WAYBRIGHT (704)307-5103 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)441-6917 EXT OPT 1 CTL CENTURYLINK (CTL154) 05/21/16 11:03 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)788-3600 CVL CHARLOTTESVILLE CITY -GAS (CVL222) 05/19/16 08:54 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: BENCHMARK (804)550-7740 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)970-3800 DOM DOMINION VA POWER ELEC DI (DOM710) 05/21/16 11:05 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (888)667-3000 LMS LUMOS NETWORK (LMS578) 05/21/16 11:05 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)411-6930 LTC LEVEL 3 COMMUNICATIONS (LTC903) 05/25/16 09:01 AM 70 CRITICAL FACILITY MARKED. LOCATOR OR UTILITY OPERATOR MUST CONTACT EXCAVATOR AND MUST BE PRESENT DURING EXCAVATION FIELD CONTACT: CALL CENTER (877)366-8344 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)366-8344 EXT 3 "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901411 REV: GOA TAKEN: 05/18/16 01:51 PM STATE: VA CNTY: ALBEMARLE PLACE: SUBDIVISION: NORTH FORK RESEARCH PARK ADDRESS : LEWIS AND CLARK DR RESPONSES DUE BY: 05/23/16 07:00 AM EXPIRES: 06/10/16 07:00 AM CLICK HERE TO VIEW ANY AVAILABLE UTILITY SITE LOCATION INFORMATION MARKING DESCRIPTION RESPONSE CODE ACS ALBEMARLE - WATER & SEWER (ACSA26) 05/20/16 04:20 PM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: SCOTT KREBELDER (434)531-0714 EXT 146 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)531-0714 EXT 146 CMC COMCAST (CMCO01) 05/30/16 10:02 AM 96 NO RESPONSE REQUIRED FROM THIS TERMINAL FIELD CONTACT: STEVE WAYBRIGHT (704)307-5103 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)441-6917 EXT OPT 1 CTL CENTURYLINK (CTL154) 05/21/16 11:03 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)788-3600 CVL CHARLOTTESVILLE CITY -GAS (CVL222) 05/19/16 08:52 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: BENCHMARK (804)550-7740 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)970-3800 DOM DOMINION VA POWER ELEC DI (DOM710) 05/21/16 11:03 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (888)667-3000 LMS LUMOS NETWORK (LMS578) 05/21/16 11:03 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)411-6930 LTC LEVEL 3 COMMUNICATIONS (LTC903) 05/24/16 09:18 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: CALL CENTER (877)366-8344 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)366-8344 EXT 3 REC RAPPAHANNOCK ELECTRIC (REC506) 05/20/16 09:45 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: UTTLIQUEST (703)754-2116 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (540)891-5945 TOPOGRAPHIC SURVEY: TOWN CENTER 4 SITE NORTH FORK RESEARCH PARK RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA AUGUST 12, 2016 CONTOUR INTERVAL = 1' KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 (434) 296-6942 C:\SURVEYS\2016\2016-056 UVAF TC-4\EX-CONDITIONS\2016-056-01.DWG Plotted on 08/12/16 at 15:49:04. I �RL WboLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973 0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Roar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN A - I tT- �I "M W EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: .August 22, 2016 Revision: January 20, 2017 March 21, 2017 Scale: As Noted Sheet No.: C200 3of28 U z CIO LU r i ry f 17 LLJ ■� L 0 ry 17 ZD EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: .August 22, 2016 Revision: January 20, 2017 March 21, 2017 Scale: As Noted Sheet No.: C200 3of28 11 � , : i,R, I - , I / I I I 1, , :;11r1 I I I I I � ! . , " , 1. "� I I I I , / I I , i , I , ., 1. �, "I I � N.45.15 / / , I ,,�,I� " I 't, I I 1� I / _ I , , .1 I I �A I / / . (!`�?�__ "I" .1 . R, '10 I'I , � I '.1 .__ 1", 1, - - - 55 .1 " x / e / I '. ,f � ". 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ZONED: �qY copyright C 2016 by Woolley Engineering 0 C1 N 88'33'22-767.46 0.00 -V copyright (D 2016 by Woolley Engineering 0 V {i ri f ; f f 31.2"S 226. e j1, _4 CY) rl TOWN CENTER I 4 Or EXISTING k 244 TOTAL SPACES i 'Vii CO /v) DELTA (-V ARC TANGENT CHORD BEARING CHORD C1 63*45'48" 100.00 "y 4 0) 11*50'11" E 105.63 C2 /0 f, TOWN CENTER 2 107.24 S 26*57'18" E K sW) C3 7 38.00 23.61 EXISTING 14 01*45'23" W 23.24 Z, 07*42'38" .432.48 58.20 129.14 1 N + E 158.16 z D Z 0 • U -i U (0 J, X, t kr S 73 % I ODD 55, 173 orf J 4,3' x -T, U\� 6 %\ cc r, -N KICIAl I C A 0C A DCA 0 V {i ri f ; f f 31.2"S 226. e j1, _4 CY) rl TOWN CENTER I 4 Or EXISTING k 244 TOTAL SPACES i 'Vii CO /v) V s, "y T 34.2 TOWN CENTER4 FFE: 522;25 NEW LEASE AREA FOR TOWN .323, TOTAL SPACES CENTER FOUR: 6.848 Ac. D, B. 4957-692 N t N 'x - f, N, t /44 J� 1Z Z 4' IX If 4 4 TOWN CENTER 3 `4F EXISTING FFE 520.41 NUMBER DELTA (-V ARC TANGENT CHORD BEARING CHORD C1 63*45'48" 100.00 "y 4 0) 11*50'11" E 105.63 C2 /0 f, TOWN CENTER 2 107.24 S 26*57'18" E K sW) C3 7 38.00 23.61 EXISTING 14 01*45'23" W 23.24 Z, 07*42'38" .432.48 58.20 129.14 1 N + E 158.16 z D Z 0 • U -i U (0 J, X, t kr S 73 I 55, 173 orf 4,3' -Z V s, "y T 34.2 TOWN CENTER4 FFE: 522;25 NEW LEASE AREA FOR TOWN .323, TOTAL SPACES CENTER FOUR: 6.848 Ac. D, B. 4957-692 N t N 'x - f, N, t /44 J� 1Z Z 4' IX If 4 4 TOWN CENTER 3 `4F EXISTING FFE 520.41 NUMBER DELTA RADIUS ARC TANGENT CHORD BEARING CHORD C1 63*45'48" 100.00 "y 62.20 S 11*50'11" E 105.63 C2 94*00'03" 100.00 164.06 107.24 S 26*57'18" E K sW) C3 7 38.00 23.61 12.20 14 01*45'23" V s, "y T 34.2 TOWN CENTER4 FFE: 522;25 NEW LEASE AREA FOR TOWN .323, TOTAL SPACES CENTER FOUR: 6.848 Ac. D, B. 4957-692 N t N 'x - f, N, t /44 J� 1Z Z 4' IX If 4 4 TOWN CENTER 3 `4F EXISTING FFE 520.41 NUMBER DELTA RADIUS ARC TANGENT CHORD BEARING CHORD C1 63*45'48" 100.00 111.29 62.20 S 11*50'11" E 105.63 C2 94*00'03" 100.00 164.06 107.24 S 26*57'18" E 146.27 C3 35*36'16" 38.00 23.61 12.20 N 01*45'23" W 23.24 .C4 07*42'38" .432.48 58.20 129.14 1 N 74' 17'49" E 158.16 U0 M U "001 z .000,- Si f / C) 6 I Lu > C) L4- ry < Elf THIS EXHIBIT IS FOR CD co INFORMATION ONLY! I H 0 F— z D 0 • U -i U X, M 40 0 40 80 120 IL E_ WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT MA 01 U "001 z .000,- Laic- 0 C) 6 LLJ Lu > C) L4- ry < Elf THIS EXHIBIT IS FOR CD co INFORMATION ONLY! I 40 0 40 80 120 IL E_ WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT MA 01 SITE BOUNDARY EXHIBIT Job Number: 1640 OeAVil OP kkk W.--WOO'LLEY UC. NO. 3708 "'1.1 A; 9-12-2017 Date: January 20, 2017 Revision: April 14, 2017 September 12, 2017� Scale: 1"=40' Sheet No.: C2.4 U z cl-:� Laic- 0 < 0� Lu > L4- ry < LU I H 0 F— z D 0 • U -i U SITE BOUNDARY EXHIBIT Job Number: 1640 OeAVil OP kkk W.--WOO'LLEY UC. NO. 3708 "'1.1 A; 9-12-2017 Date: January 20, 2017 Revision: April 14, 2017 September 12, 2017� Scale: 1"=40' Sheet No.: C2.4 copyright @ 2016 by Woolley Engineering IZX4 IM4 IZ' r 0) WOOLLEY LNGINEERING V Consulting Civil Engineers x".7 - - ------ 220 East High Street M1 x M5 Charlottesville -Virginia 22902 CY) I-0045 (434)973 k www Woolley-Eng.com W 27.3. x M7 Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 Sd 522 MAJOR IW7 SITE PLAN M4 MIJ, > II tr AMENDMENT i RUX 53 + M7 17 ry Itf 227 x au I- M7 547 rp-40 NOTE: U—i I27!5 M4 THE LIMITS OF GRADING/DISTURBANCE CURRENTLY LLj LL� ILLUSTRATED ON PLAN x=8 Ime THIS GENERALLY CONFORM TO THE + LIMITS OF DIS I U RBANCE ON THE PREVIOUSLY APPROVED LJ:� ry + GENERAL DEVELOPMENT PLAN. iI II- - -------- . .. .. ....... LLJ __j ry 519 52 517J ....... . ... I.M.4 25% or GREATER SLOPES U_ X M14 :D I'L7 < > IEj + x A x CRIT11 L xM 51" SLOPE sEXHIBIT I> IIx Job Number: + X-1 50 0 50 100 150 1640 SCALE: 1 50' CONTOUR INTERVAL 2' IIO-P I�Ekic 'w. ILIC. NO. 0 IONA 'Xx Date: < August 22, 2016 N Revision: January 20, 2017 April 14, 2017 September 12,2017 v V, =7 x LL -1 (D xx 498 LLJ Scale: 50' x Sheet No.: CC) II8 of 28 copyright @ 2016 by Woolley Engineering copyright © 2016 by Woolley Engineering :0* copyright @ 2016 by Woolley Engineering WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT �hz ry w LU W Q Z Z � U < > H 0 � pZ F_ D 0 w U ,7 ROAD PLAN & PROFILE Job Number: 1640 ERIC W. WO LIEY LIC. NO. 37080_z�-` 0 4-14-2017 AW SIO NAI. Date: November 17, 2016 Revision: January 17, 2017 January 20, 2017 April 14, 2017 Scale: 140' Sheet No.: C4,91 10 of 28 1565.00 I I INK41M I I INKIwe 1107sieltel 1525.0 130P = 5+85.00 N = 3942115.61 E = 11500876.77 4 .......... V48 / iiq D& 1ZAR, C 9- -1_ 1, W/ 3 0,? It D7 1 480 X x ,I- r__ x 0 o ff N 0-) U z It IN U -i > V-) U-3 ry _j < W < Cd LID Z LID (.) _j > ZLL LL- l� w'�ss 520.00 520.00 >_ F— LO 0 w 130P = 5+85.00 N = 3942115.61 E = 11500876.77 4 .......... V48 / iiq D& 1ZAR, C 9- -1_ 1, W/ 3 0,? It D7 1 480 X x :."'I . . ......... XX i i: VPI STA I = 10+00-00 LINE OF SIGHT VPI EL 552.25 g = 1. 3 V 1 ' E JL % P 1. g2 —2.27% EXISTING GRADE in 1.63% —22 ,I- r__ r__ PI) 0 o ff N 0-) U z It IN U -i > V-) U-3 ry _j < W < Cd LID Z LID (.) _j > ZLL LL- l� w'�ss 520.00 :."'I . . ......... XX i i: VPI STA I = 10+00-00 LINE OF SIGHT VPI EL 552.25 g = 1. 3 V 1 ' E JL % P 1. g2 —2.27% EXISTING GRADE in 1.63% —22 EOP = 14+79.98 N = 3942676.46 E = 11501549.54 0 0 0 co + Ln II LU_j < Cn 0 w a- 0 565.001 560.001 555.001 190"Hwell 540.001 535.001 MOM 525.001 ,I- r__ r__ PI) 0 o ff N 0-) U z It IN U -i > V-) U-3 EOP = 14+79.98 N = 3942676.46 E = 11501549.54 0 0 0 co + Ln II LU_j < Cn 0 w a- 0 565.001 560.001 555.001 190"Hwell 540.001 535.001 MOM 525.001 copyright 9 2016 by Woolley Engineering WooLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDME_NT �Sz ,I- r__ r__ PI) 0 o Q0 N 0-) U z It IN U -i > V-) U-3 ry _j < W < Cd LID Z LID (.) _j > ZLL LL- 0 520.00 520.00 >_ F— LO 0 w 1_0 LO LID ZD LO LID 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 copyright 9 2016 by Woolley Engineering WooLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDME_NT �Sz U z It IN U -i > V-) U-3 ry _j < W < Z Z � (.) _j > ZLL LL- 0 0 >_ F— z D 0 w Z ZD SIGHT DISTANCE PROFILE Job Number: 1640 ,V11 OP j=` ERIC W. WOOLLEY LIC. NO. 3708 s� 4-14-2017 Date: January 20, 2017 Revision: April 14, 2017 Scale: Sheet No.: 1" = 40' C402 11 of 28 copyright © 2016 by Woolley Engineering xnn W z 0 N W = C3 I— Z =D w O W V) � Q w z C� o� 00 0 Q Z 150 VAY WOOLLEV ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973 0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PIAN AMENDMENT GRADIN PLAN Job Number: 1640 "VIA OF EEIC W. WOOUEY LIC. NO. 3708q,1',- - Q; 9-12-2017 4� Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 February 3, 2017 April 14, 2017 April 28, 2017 September 12, 2017 F► • 1"=50' Sheet No.: C5.0 !►m • s r r61000 • < LIJ < Z Uj .a ■ 0 t GRADIN PLAN Job Number: 1640 "VIA OF EEIC W. WOOUEY LIC. NO. 3708q,1',- - Q; 9-12-2017 4� Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 February 3, 2017 April 14, 2017 April 28, 2017 September 12, 2017 F► • 1"=50' Sheet No.: C5.0 !►m BEGIN ADD ALTERNATE #1,-ITIE r c' INTO EX. 12" DIP WATERLINE &t`', EXTEND TO LOOK �r 99 r`. 1+ - ADJUST EX. TELE FRAME & COVER TO MATCH FINAL GRADE_ (±0.3') E'/EX. SS FRAME`& OVER TO MATCH``,, INAL„GRADE (±+2'} TIE-tN._SS LATE RAL \ <' I�LLV \...!11 L LIQ. YY IYI f 1 r+ 1 I Invert In 530 J VAULT AND EXTEND 26B MH -1 530 518.70 518.70 l WL FLUSH WITH SW 27B DI -313,12' 522.70 O 11 � 515.50 Ex. 24" RCP From 107 (FIELD VERIFY DI -3C, 8' = ^X V E - of 18" HDPE m orc, _(D +0 O w - 515.90 - Pipe 27 - 37',Jf C? E u- f r} Z - +r� / of 18" HDPE � � Y MH -1 /r 502.00 525 W l l ~- - X - ;. 501.50 i PROPOSED NEW`I XX 106 r"� 7t t 1 - P ATERAL li ,.. 9, = 519.50 515.40 515.30 0 0 Q 80 DI -313, 6' RELOCATE E.X. WM .J. 503.00 II. 520 //--�n�k:y ' /0111 '(n ' ? �. ` j { "P / , .�' � ..,'' R 711 ( 1)PPFP I i Q 6"PVC @ 2 48'- 20" HDPE - H 515 DI -36, 6' '45, of 506.00 515 EXISTI SSS 83 DI -3C, 8' 101 EMAINj .. _ -- _.. ... _. " __ . -_-1-. 116'- 20" HDPE - 84 LO - 7C! ' 1 - Reserved 85 �V F ` cn coL 509.20 51'- 18" HDPE - 86 510 ;, 522.20 514.00 512.00 147'- 18" HDPE From 87 510 Dbo o - 517.20 i; . P1e 2 38` > y- - 0 15" -HDP - - From 89 87 DI -3C, 8' 521.80 - 515.00 41'- 15" HDPE - 505 DI -213, 6' 0 Pipe`�?9 -\72" 518.00 31'- 15" HDPE Inv In 6" RDL 7 89 a o m � 514.00 513.90 ` \of\15 HDPEbr J �J i , i TOWN CENTER 1 " N r. EXISTING "r C)) 244 TOTAL SPACES JUST EX. HYD. & ALVE TO MATCH FINAL GRADE 6 ` 4e,N f° CO`� �` 'J`, TOWN CENTER 2f EXISTING fy f~ a 7 JEX. FIRE LINE & ' VALVE (TO REty1AlN} rl, ?( -k J p J C 0 1 _0 W �,- I�LLV \...!11 L LIQ. YY IYI f 1 r+ 1 I Invert In 530 J VAULT AND EXTEND 26B MH -1 530 518.70 518.70 Pipe 28 - 571 WL FLUSH WITH SW 27B DI -313,12' 522.70 O 11 � 515.50 Ex. 24" RCP From 107 (FIELD VERIFY DI -3C, 8' = ^X V E - of 18" HDPE m orc, _(D +0 O w - 515.90 - Pipe 27 - 37',Jf C? E u- f r} Z - 484.90 / of 18" HDPE � � Y MH -1 i 502.00 525 W l l { " f : 1 1 r �• `F. - ,,{ fes. ,. :" r 501.50 i PROPOSED NEW`I XX 106 r"� 7t - 511.00 - P ATERAL li 79B 9, = 519.50 515.40 515.30 0 0 Q 80 DI -313, 6' RELOCATE E.X. WM .J. 503.00 II. 520 //--�n�k:y ' /0111 '(n ' ? �. ` j { "P / , .�' � ..,'' R 711 ( 1)PPFP I i Sanitary Sewer Lateral Profile 2" BLOW -OFF ASSEMBLY -'--'-'-'-'-'---_----------- = EX. UNDERGROUND FIBER OPTIC FINAL GRADE (±4') - sa- ass- wa- = GAS LINE -------- =LEASE LINE = PROPERTY LINE ss ss = SANITARY SEWER = STORM SEWER - - - = EX. UNDERGROUND TELEPHONE = TRAIL ----------- -- = EX. UNDERGROUND TV -w -w -w -w - =WATERLINE copyright © 2016 by Woolley Engineering N Str. # Inlet Type I Invert In 530 C6 . 26B MH -1 530 518.70 518.70 f 27B DI -313,12' 522.70 O 11 � 515.50 Ex. 24" RCP From 107 104 DI -3C, 8' = ^X V E r` - - From Ex. 24 m orc, _(D +0 O w - 515.90 - - From Ex. 26B C? E u- .. 488.20 - 484.90 Verify Ex. 15CH, EC -1 � � Y MH -1 516.00 502.00 525 W �; - v 525 501.50 - - From 80 106 - - 511.00 - - From 91 79B DI -313, 8' 519.50 515.40 515.30 0 0 Q 80 DI -313, 6' 518.30 503.00 II. 520 44'- 20" HDPE - 81 520 517.50 I i Q 6"PVC @ 2 48'- 20" HDPE - H 515 DI -36, 6' '45, of 506.00 515 X 83 DI -3C, 8' 101 508.20 .. _ -- _.. ... _. " __ . -_-1-. 116'- 20" HDPE - 84 LO - 7C! do - Reserved 85 DI -2B, 6' cn coL 509.20 51'- 18" HDPE - 86 510 ;, 522.20 514.00 512.00 147'- 18" HDPE From 87 510 Dbo o - 517.20 - - From 88 > W W - 512.10 - - From 89 87 DI -3C, 8' 521.80 - 515.00 41'- 15" HDPE - 505 DI -213, 6' 0 518.75 518.00 31'- 15" HDPE Inv In 6" RDL 505 89 a o m � 514.00 513.90 95- 15" HDPE - ,t 90 06 V) W J 517.00 85- 15" HDPE Inv In 6" RDL 4 91 a) 0 Q - 513.00 45- 15" HDPE - 92 DI -3C, 6' 523.20 0 505.40 168'- 24" HDPE - 500 - io 512.00 - - Inv In 6" RDL 500 r- 30+00 31+00 2" BLOW -OFF ASSEMBLY -'--'-'-'-'-'---_----------- = EX. UNDERGROUND FIBER OPTIC FINAL GRADE (±4') - sa- ass- wa- = GAS LINE -------- =LEASE LINE = PROPERTY LINE ss ss = SANITARY SEWER = STORM SEWER - - - = EX. UNDERGROUND TELEPHONE = TRAIL ----------- -- = EX. UNDERGROUND TV -w -w -w -w - =WATERLINE copyright © 2016 by Woolley Engineering VVI IVI \.11 1 VIVJ. / 1. A Knox Box is required. Please contact Albemarle County Fire & Rescue for location. 2. See sheets C6.1 and C6.2 for waterline plain and EXISTING SEDIMENT BASIN / profile. (SEE ES2.0 & ES2.1) 3. See sheets C6.3 and C6.4 for storm drainage and sanitary sewer profiles. Length (ft) STORM SCHEDULE Str. # Inlet Type I Invert In Inv. Out Downstream Pipe Note 26B MH -1 522.30 VVI IVI \.11 1 VIVJ. / 1. A Knox Box is required. Please contact Albemarle County Fire & Rescue for location. 2. See sheets C6.1 and C6.2 for waterline plain and EXISTING SEDIMENT BASIN / profile. (SEE ES2.0 & ES2.1) 3. See sheets C6.3 and C6.4 for storm drainage and sanitary sewer profiles. Length (ft) STORM SCHEDULE Str. # Inlet Type Top Invert In Inv. Out Downstream Pipe Note 26B MH -1 522.30 518.70 518.70 Ex. 18" RCP Convert DI to MH 27B DI -313,12' 522.70 517.80 515.50 Ex. 24" RCP From 107 104 DI -3C, 8' - - 515.90 - - From Ex. 24 I orc, - - 515.90 - - From Ex. 26B 72B 24" EW -1 488.20 - 484.90 Verify Ex. 15CH, EC -1 105 73B MH -1 516.00 502.00 487.00 55- Ex. 24" RCP From 92 - - 501.50 - - From 80 106 - - 511.00 - - From 91 79B DI -313, 8' 519.50 515.40 515.30 67'- 15" HDPE Ex. DI (Adjust) 0 Q 80 DI -313, 6' 518.30 503.00 502.90 44'- 20" HDPE - 81 DI -3C, 8' 517.50 504.10 504.00 48'- 20" HDPE - H 82 DI -36, 6' 517.80 506.00 505.90 62'- 20" HDPE - 83 DI -3C, 8' 520.70 508.20 508.10 116'- 20" HDPE - 84 - - - - - Reserved 85 DI -2B, 6' 522.50 509.30 509.20 51'- 18" HDPE - 86 MH -1 522.20 514.00 512.00 147'- 18" HDPE From 87 - - 517.20 - - From 88 - - 512.10 - - From 89 87 DI -3C, 8' 521.80 - 515.00 41'- 15" HDPE - 88 DI -213, 6' 522.50 518.75 518.00 31'- 15" HDPE Inv In 6" RDL f;l 89 DI -313, 8' 521.50 514.00 513.90 95- 15" HDPE - ,t 90 DI -213, 6' 521.70 518.00 517.00 85- 15" HDPE Inv In 6" RDL 4 91 DI -36, 8' 519.70 - 513.00 45- 15" HDPE - 92 DI -3C, 6' 523.20 505.50 505.40 168'- 24" HDPE - - - 512.00 - - Inv In 6" RDL 93 DI -3C, 8' 523.50 515.90 508.90 96- 24" HDPE From 94 - - 513.00 - - From 95 - 509.00 - - From 98 if 94 DI -3C, 8' 523.30 518.50 516.00 3'- 15" HDPE Inv In 6" RDL i t•, 95 DI -3B, 8' 524.75 515.20 515.00 104'- 15" HDPE - ;t, 96 DI -1 523.50 516.00 515.80 32'- 15" HDPE Type L, Grate i! 97 DI -313, 6' 522.65 - 517.00 64'- 15" HDPE - ft .f, 98 DI -313, 6' 523.30 518.00 511.30 123'- 24" HDPE From 99 - - 511.50 - - From 101 99 DI -313, 6' 532.70 524.20 524.00 225- 15" HDPE - ;Y r "' 100 DI -36, 6' 532.90 - 524.50 28'- 15" HDPE - / 101 DI -313, 6' 523.30 512.20 512.00 26'- 18" HDPE - 102 DI -313, 8' 523.00 512.80 512.60 18'- 18" HDPE - 103 DI -3C, 6' 522.00 513.50 513.30 37'- 18" HDPE - w a - - 518.00 - - Inv In 6" RDL N 4 104 DI -3C, 8' 522.00 515.80 514.60 57'- 18" HDPE From 105 LLJ I orc, Q)4 > z � � o w - - 514.80 - - From 106 z 105 DI -36, 6' 523.70 - 517.20 72' - 15" HDPE - 17 106 DI -1 521.00 - 515.50 33'- 15" HDPE Type L, Grate 107 DI -3C , 6' 522.50 - 518.50 38' - 15" HDPE - 0 Q z 40 0 40 80 120 VoOLLEY ENGINEEPINO Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT � q8 M UTILITIES PLA Job Number: 1640 T1 OFA `ERIC W. WOOLLEY LIC. N0. 3708f o '3-12-2017 ��i le� �,�-t0NAL 'OA Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 February 3, 2017 April 12, 2017 April 14, 2017 April 28, 2017 September 12, 2017 Scale: 1"=40' Sheet No.: 4 LLJ I orc, Q)4 > LL 0 0 0 ry 17 ZD UTILITIES PLA Job Number: 1640 T1 OFA `ERIC W. WOOLLEY LIC. N0. 3708f o '3-12-2017 ��i le� �,�-t0NAL 'OA Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 February 3, 2017 April 12, 2017 April 14, 2017 April 28, 2017 September 12, 2017 Scale: 1"=40' Sheet No.: 1550 — xl ! w !� : : i station: 15+81 .60 Fire Hydrant Assembly ! IXV* 4 r Itr WMeto l> �* ate 2" r & Backflow Assembly � (v 7 Station'. 1 X48'.3 + + Station: 16+46.8 ' 1� Fire .H rant A' sem I / --- �- Proposed 20' E ement Pro I , `. :e to 1: ; •,. �. f ... i .: i ...— .: ii .; F'r—Y ;' \ _ ......y.: ' - t ; y p 1. D edtoR blic Use) .� station: 16+65.20 1 I i 4o Bend y _ - 'aa 1, k•„ �\ 4 + I Station: 10 ' -- -- d ; 22.5o Bend SIr on ;1 3.96 - o: (' r _. B .en < e i Station: 10+00 _. ::: ,,.>, �-.•; ;� / ,;;n f, ,�- tea, A. /: Begin Waterline Extension / _ z ,,.. , t 11+73.20 -... S Station: 12 DIP WI_ w 12x8 educe _,w " ■ u ,. 4_ YOP 5 Bend +. � :,: t -_ _.., :.:.:.: ... I I„ of s• .r. - :::: 'I '�'' .. L: / ,_.....:. ': i, I .,,:. �r . _: .. ::.,,, '. ''. :, : :':-,.. .:.:.,.. ,. :. „, �. - hl .. ::. .:.:. ':> "i ...... ..:. t' ..... li d xx 1 \�: M / T.Station: 18+78.00 12"x8" Reducer I it / Station: 18+8196 a Station: 18+86.68 12" Tee __ _wi _ _ II _.. 'I station: 18+91,18 i 12" Gate Vallve - - ! _# Station: 18+94.68 — -- I _I 12 Cap t 11 1 E _ { ? - { . 1 XX 1 , Ixx! s ` 1 l o 545 (1} '' Ex. Surface Grade (Typ.) X '14, 8 NpRT R 3 �Rc��gFFRFNC so��F Zp,VF Notes: Existing subsurface grades shown are approximate and must be field verified by the General Contractor. Contractor shall ensure a minimum of 3.5of cover over the waterline. Contractor shall ensure a minimum of 1' of vertical separation between the proposed storm sewer piping and the existing waterline. SCALES: 1" = 40' HOR 1 " = 5' VERS' 5501 5451 540 Q Q Z Q U Z ry Q w � > 540 ry Q W 520 Z z � (r% W m � U Q 0 z 0 w U 8-- iCo Z LU ❑ C6 w S� o/ 7'!y + a Proposed Surf ce Grade (T p.) : 535 4 N Q .� .� 8" Class 51 DIP WL 535 �E r z O O V 515-0 o� -a ° 530530 P 515 , x Q) a_ between water and M § N V)sanitary sewer li es Q } � o 12" Class 51 DIP YVL 525 d� 525 -0 +!� > a 510 C3 (D U' w C ❑ >_ �,,Q)� - W Co � 0 N �. �. a o° O o o O Cq Co Coo 510 520f, Q Z Q U Z ry Q w � > ry Q W 520 Z z � (r% W m � U Q 0 z 0 w U Z a : U D N 8" Class 51 DIP WL 515-0 o� -a ° Minimum 18" separation 515 x Q) a_ between water and o N V)sanitary sewer li es Q } � o N -0 +!� > a 510 C3 (D U' w C ❑ >_ �,,Q)� - W Co � 0 N �. �. a o° O o o O Cq Co Coo 510 > O U LO N O 04 O O N= a O (Y) 111Q1 — � S .- - O U '- .gyp O C7 C7 CO + ` r - 10 C"> Q) a, O -,t L O C O UO CO Oi co o\ t Ccr C) + +o ± + + co N a° p + - 3 N o U+ ++ w C)EU C C14 1 O d k r oo > oo mC° 0 o O a D � Q Win- c� 7C) c� E.Q� cU O �� OO �00>ay ca} cm �� c �C ALU Q)�O � o a� om o0 0 �m cN o. o om �i o c- c> c c>�Q o17- ocN o c o} o o� off, om om o f om o= o� a o f o� oX o 077 0 0 m U 505 X E Q7 Q) 'X C14 CN ��`! � � oo O o ao LO o X x X o v o k- X o �� ,- + �� L } L a s + O O X + o Q)04 o �L Cw 0= o N a o= 0 0 0 505 + V) + w v> -� m C� w sr) CN + cn CN - V) + v3 't + v> -�-- n V) -+- cn � — - cn �- w v) co W �..,.. Z cn w v> cn v) N v� cn j �o cn cn v> w c}n o c}n i (0 cin cin C) i 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 r copyright © 2016 by Woolley Engineering I __aL I WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT YYA i ERLIlN1 PLAN 1 PROFILE Job Number: 1640 Nil OP k ERIC fY. FYOOLLEY j r LIC. NO. 3708$x_`-- , �0 4-28-2017 kT� O NA L Date: January 17, 2017 Revision: January 20, 2017 April 12, 2017 April 28, 2017 Scale: 1"=40' Sheet No.: C6e1 14 of 28 Q Z Q U Z ry Q w � > ry Q W Q Z z � (r% W m � U Q 0 z 0 w U Z YYA i ERLIlN1 PLAN 1 PROFILE Job Number: 1640 Nil OP k ERIC fY. FYOOLLEY j r LIC. NO. 3708$x_`-- , �0 4-28-2017 kT� O NA L Date: January 17, 2017 Revision: January 20, 2017 April 12, 2017 April 28, 2017 Scale: 1"=40' Sheet No.: C6e1 14 of 28 % TOWN CENTER 3 41 X (EXISTING) Z Station: 24+72.00 !.00 �.s Gate Valve (Restrained to Thrust Collar) Relocate Ex. Meter (See sheet C6.0) \'14 r Station: 24+76.80 22.51 Bend Station: 25+30.69 22.51 Bend Contractor shall field -verify subsurface elevation of ex. 12" WL vAi Fire Wy r4 rant j (See STA 47+58.7, sheet C6.3) i4r 1A, ee ray y Location V, W N 7 - Proposed 20' Easement (Dedicated to Public Use) L— s E r,0 Station: 25+72.00 DIP 12" Tee to FH Assembly 12 CJ 5 WL 9 Is Vir W, o Station: 26+31,73 Station: + 12" Tee S Station: 26+60.28 -/,X/ Station: 21+93.52 L 12" Gate Valve t 12" Gate Valve j j Station: 26+63.31 12" x 6" Reducer Station. 1 -66 12" Tee Station: 26+66.31 -, 1 6" Gate Valve Station: 26+69.31 Blow -off Assembly Notes: xisting subsurface grades shown are approximate and must be field verified by the General Contractor. Contractor shall ensure a minimum of 3.5' of cover over the Contractor eparation between the proposed storm sewer piping and he existing waterline. SCALES: 1" = 40' HOR 1 " = 5' VER FIRE HYDRANT COVERAGE INSET EXHIBIT ILLUSTRATING 400' FROM EACH HYDRANT SCALE: 1'= 200' - FOR INFORMATION ONLY Lewis & Clark Drive TC TC 4 e ��r = T 0 01 C 3 _j 0 0 o_- A - o .6 � —0 545 545 s r"'b Q D N�, 5 540 40 n, C- NoU Ex. Surface rade (Typ.) 0 Ex. Surface Grade (Typ.) 0 zz 5 535 35 Cn 0 0 0- U 530 530 Proposed Surface Grade (Typ.) Proposed Surface Grade (Typ.) 525 525 I Plr�posed 17' Cl DIP W1 — — 7- 1515 Proposed 12"� Class 51 DIP WL Extension I 5151 copyright (9 2016 by Woolley Engineering WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Lij U, .9 ry < rV000 LL 0 0 z L/) 0 ry 0 510 Co 510 Co Co 0 10 LU + LU LU Y, + 505 D 0- 0 CN 10 10 CN C) ID 01 CD < 1: 0 a- 0 C�i M Co 505 co C� co r11 N 0 C4 CD " 0 04 co 01 0.. 0� V) c� r-1 -,6 Q (y) C� r-1 0 — 0, 0 C70 CLr)) Zo '0 /) 0 10 > Y) 0 C� > '0 Q> 0 + a) + C) U (y) + + (D + > 'It -0 + LO 7C) + L0 + (1) U-) + Q) 10 + -0 + > '0 — + C) -0 + �0 0 + > 0 + + "o Lo V)t < C) C14 a) eq L) Cl(N V) C14 -5 04 C14 C14 Q) IN CN C14 IN CL C14 C14 CN Q) C14 cl� > N 0 1. Z: > > C ca i� co 0 .. - 0 ** C: �t:. 0 ar 0 2 E 0 0 a) D 0 0 0 0 0"0 X L7- E .9 .9 (D -2 E 0 T x Z (D u LU 0 0 0 C3 Lo Lo cN 0 0 0 0 -- 500 500 �C) Q1) I V) 10 1 (/)IV) I IV),() V)I- C14 rj v> N cis con 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 copyright (9 2016 by Woolley Engineering WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT WATERLINE PLAN & PROFILE Job Number: 1640 TH OP ERIC W. WOOLLEY LIC. NO. 3708V 4-28-2017 4;7Aq tON A 1, Date: January 17, 2017 Revision: January 20, 2017 April 12, 2017 April 28, 2017 Scale: 1"=40' Sheet No.: C 602 &1 no raeD Lij U, LU ry < rV000 LL 0 0 z L/) 0 ry > WATERLINE PLAN & PROFILE Job Number: 1640 TH OP ERIC W. WOOLLEY LIC. NO. 3708V 4-28-2017 4;7Aq tON A 1, Date: January 17, 2017 Revision: January 20, 2017 April 12, 2017 April 28, 2017 Scale: 1"=40' Sheet No.: C 602 &1 no raeD copyright © 2016 by Woolley Engineering Storm Drainage E 3 JUU 530 = '✓ Q Ii Z ry 0 cv0 0 Q W ON o 0N` oN ON Ln 3EJ 525 Cy g Lo 0 `;,' `� M " M 525 H � 0 Cn a)C14a 10 o w Proposed Grade (Typ.) z / 00 I N M II w Co II 495/ w U E V)Q ) E ✓ r- 495 o 520 Pipe 10 - 31' Existing Grade (Ty z).) .) j �� 12" DIP CD ao a g Pipe 9 - 41' of 15" WL @ 2.66% 490 HDPE @ 2.45% ,� �I �I II 490 0 Q CN / Ex. 24' O c c LO LO 515 / RCP a c c c o > L / oCZ -- u °- LU CD / 01 C7 C\ o 000 Ca CV 51 485 = -4 ° CvI-�N ii @ b$�� LO 485 LOLOLOLO + e it n II u n n II ago_ — n LU oLjoo wiYDe moo 'a. [L .9.9 e*. � � � � 505 ' b o� 505 500 480 l ! ��b 51+00 52+00 53+00 54+00 480 r CP ¢�� Sanitary Sewer Notes: Contractor shall confirm that the ex. piping between i MH 4 and MH5 is PVC. Contractor shall add safety slabs (as necessary,) to MH 4 and MH5. Engineer 475 �- EE shall be notified of any conflicts prior to installation. 475 470 I I k !j I� Ex. 8" -PVC_ i ' 470 _.. _ Cv 0 4 00 Ex. 24" CMP ,I II (Temp. To be Removed) 465 , > 465 31+00 34+00 35+00 36+00 37+00 copyright © 2016 by Woolley Engineering Ulm 2 NVOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLA Storm Drainage Profiles a 530 = Q 530 Z ry 0 cv0 0 Q W ON o 0N` oN ON Ln 3EJ 525 Cy g Lo 0 `;,' `� M " M 525 H � 0 Cn a)C14a 10 o w � z F-1 00 it � m II N M II w Co II 0 w U E V)Q ) 6" PVC Elec. o Conduit 520 Pipe 10 - 31' 520 12" DIP of 15" HDPE Pipe 9 - 41' of 15" WL @ 2.66% HDPE @ 2.45% Q 515 LO LO 515 a o L oCZ u °- 510 0000 01 C7 C\ Ca 000 Ca CV 51 �,� �; - CvI-�N -0 - LO ALO LOLOLOLO II ao,07: it n II u n n II ago_ — oLjoo moo 'a. [L .9.9 � � � � 505 505 500 500 51+00 52+00 53+00 54+00 Ulm 2 NVOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLA ic SANITARY PROFILES Job Number: 1640 'Vx of Y Q p f r .ERIC W. WOOLLEY LIC. NO. 3708q_,%`� ,O4-28 2017 Wry �S.tO NA L E�� Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 April 12, 2017 April 28, 2017 Scale: Sheet No.: C6.3 a = Q U Z ry Uj Q W Q Z z 3EJ W Cy U Q H � 0 � z F-1 "' 0 w U Z ic SANITARY PROFILES Job Number: 1640 'Vx of Y Q p f r .ERIC W. WOOLLEY LIC. NO. 3708q_,%`� ,O4-28 2017 Wry �S.tO NA L E�� Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 April 12, 2017 April 28, 2017 Scale: Sheet No.: C6.3 copyright @ 2016 by Woolley Engineering sem" ROAD/PARKING ASPHALT PAVING SECTIONS AND KEY N.T.S. 5" CONCRETE 3000 PSI HIGH AIR ENTRAINMENT WWF 6X6 - W2.9 X W2.9 FINISH GRADE SIDEWALK N.T.S. WIDTH VARIES, SEE PLAN MIN WIDTH = 6-0" -- LIGHT BROOM FINISH Y4, 1' SLOPE 1 5" s 611 . M a w } 3 � 1 � x s , d tx 4 z -•,'� 4y�� c r . 6" COMPACTED AGGREGATE 1. 3/8" EXPANSION JOINT BASE - VDOT #21-A 2. SAW CUT CONTROL JOINTS, MAX 6 O.C. EXPANSION JOINTS, MAX 30" O.C. COMPACTED SUBGRADE 3. WHERE SIDEWALK MEETS CURB WIDTH CBR = 10 SHALL BE 6' UNLESS OTHERWISE NOTED. 4. SCORING PATTERN SHALL MATCH EXISTING. 5. CONTRACTOR SHALL MATCH THE COLOR OF THE EXISTING SIDEWALK. y 2,. F 3" 4" 2"R -ry! V R -- 6" I 2' CONCRETE CURBING (CG -7 TYP.) N.T.S. copyright O 2016 by Woolley Engineering ASPHALT CONCRETE SURFACE COARSE TYPE SM -9.5A ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A COMPACTED SUBGRADE CBR = 10 A PARKING BAY SECTION SM-9.5A---,,� 1.5NiT" -� �E' € � ✓ry ," p ....,,,,PPPP554��h��r � ..,E J' J* x �:. .�' t � �' �"P �,. ifl � 6 EI _..... 6" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 B PARKING BAY DRIVE AISLE 2" BM-25.OA 1.5" SM -9.5A €I<.IliIca sll{I,[., jiI ° i i` € I,.;IIII;'I ,E, 3.;i? EE i ?j i Eiilj!! , , I? i , , 6" COMPACTED AGGREGATE . BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 C HEAVY DRIVE AISLE 4" BM-25.OA 1.5" SM -9.5A vi I.._w...�l j_. 7 E E °.; 8" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 r rr 4 r CONCRETE SHALL BE VDOT CLASS A3 6„ (3,000 PSI) it J 1517 PAVEMENT MIN. 4" COMPACTED AGGREGATE BASE 6 rr CONCRETE CURBING (CG -2 TYP.) N.T.S. P (S SIDE PLAN ,.s 'BING BIKE SHELTER LAYOUT PLAN VIEW N.T.,S. EXPANSION JOINT WHERE ADJACENT TO HA,RDSCAPE CONCRETE - -J 211: „:'I -F 5" 3" 4" I III 211 R --' -._ 1„ PAVEMENT _ I„ € IR ---- -- - 16" _[ CONCRETE CURBING (CG -3 TYP.) N.T.S. ;IJRB H,T1'E 1 ,TFH F, =- GENERAL NOTES: 1. DETECTABLE WARNING TO BE PRE -FORMED PLASTIC INSERT WITH SLIP #�5 [)(__)'A/EL� D)I`,!(, RESISTANT SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. T 1 '" ! -C 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2' --- SECTION A -A TRUNCATED DOMES TO BE STAMPED IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE YELLOW. (_)I 'S T RI Ii . P=ll1 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH T RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH - REQUIRED BARS. - 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SECTION B -B SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 09 J -1- �L r 5.5' 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED U CENTER TO CENTER 12.1 MAx ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". TYPE B PARALLEL CONCRETE CURBING (CG -12 TYP.) N.T.S. EMBEDDED �I' I� - _€-.. J PROFILE BIKE RACK PATHWAY - PARKING LOT ISLAND N.T.S. CAP UNIT KEYSTONE COMPAC UNIT V =OI 8� r FINISHED GRADE _ Q LEVELING PAD 6" 2' TYPICAL GRAVITY SECTION COMPA C UNITS - 1"SETBACK C ( : I t tl E f � I 5 114, FIBERGLASS 75" PIN ' 8" MIN. LOW PERMEABLE SOIL UNIT CORE FILL (1' min.) RETAINED BACKFILL PLAN i I FACE A7ACHEDTflENG - to Offto o=,,PPEA� Ea. TYPICAL CORNER DETAIL PLAN VIEW ,IG ALONG TOP OF RETAINING WALL SHALL BE INSTALLED WHERE HEIGHT MEETS OR EXCEEDS 42" SEGMENTED BLOCK RETAINING WALL N.T.S. ASPHALT CONCRETE SURFACE COARSE rr TYPE SM -9.5A 4" ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 6 1 „ � t 54 I'_ „'" .-' �- fin=` �„' t,i""'" %'. �, :a �},�°`•'J"„s n;;. -akar"moi r i�......, 'a-�«. id',µg`ti +�,... .::.;any} rA .,Y j,;a-. a",dr 7 ? '�B 7kyr "c+.,``�ra h#ti-^""''z . Lg N y i E - ILi i Y _ i. i � Z 3 tet- �y E - I 6" 2' AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A COMPACTED SUBGRADE CBR = 10 CONCRETE CURBING (CG -6 TYP.) N.T.S. TYPE C PARALLEL & PERPENDICULAR _I I R(_,'_1 ; t-1 i 'J T R IC TTED PLAN VIEW 50%-65% OF BASE DIAMETER -} 0 TOP DIAMETER i- -- -- 0.9"-1.4" BASE DIAMETER 0.2"- TRUNCATED DOME DETAIL 1.6"-2..4"_ -� V C N 1.6"-2.4" VARIABLE 4' MIN. 0.65" MIN. - PAY LIMITS DETECTABLE WARNING DETAIL 0 WOOLLE,Y ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville - Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR 1AJOR SITE PLAN AMENDMENT rV Q Z _ ►. .fin ,- - U Z - r 2' Q � � w � - V) �L w Q W T R IC TTED PLAN VIEW 50%-65% OF BASE DIAMETER -} 0 TOP DIAMETER i- -- -- 0.9"-1.4" BASE DIAMETER 0.2"- TRUNCATED DOME DETAIL 1.6"-2..4"_ -� V C N 1.6"-2.4" VARIABLE 4' MIN. 0.65" MIN. - PAY LIMITS DETECTABLE WARNING DETAIL 0 WOOLLE,Y ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville - Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR 1AJOR SITE PLAN AMENDMENT GENERAL DETAILS Job Number: 1640 ,;,Vxo�p�� j ERIC W. WOOLLEY .� LIC. NO. 37088"- ` �O 4-14-2017 �W� �SS"0NAL E Date: January 20, 2017 Revision: April 14, 2017 Scale: As Noted Sheet No.: C7.0 18 of 28 rV Q Z � U Z Q � � w � > V) �L w Q W Q Z Z � U m Q ol 0 p o w U Z GENERAL DETAILS Job Number: 1640 ,;,Vxo�p�� j ERIC W. WOOLLEY .� LIC. NO. 37088"- ` �O 4-14-2017 �W� �SS"0NAL E Date: January 20, 2017 Revision: April 14, 2017 Scale: As Noted Sheet No.: C7.0 18 of 28 UNDISTURBED EARTH 2 - 3/4" DIA ALL -THREAD RODS._ 7.__._ _ VALVE 24" MIN UNDISTURBED EARTH M4 ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED e� SOIL (TYP) PIAN 1 CLASS A-3 CONCRETE 18 MIN ; UNDISTURBED EARTH- 18" MAIN SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W -3C _UIOM SIZE BRANCI VALVE THE WATER MAIN WATER VARIES GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL VE BOX s �4" IN INITIAL BACKFILL 24 TM M.J. PLUG MINS MINI MIN IN IES 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF TOvTEE (COAT RODS WITH BITUMINOUS PAINT) #68 STONE. L FOUNDATION IN POOR SOIL UNDER—CUT CONDITION 3 Y— �• t I ,Il �— INITIAL BACKFILL jj q I VARIES UNSTABLE ; 8" e"t 1 8" 8"; THREADED COUPLING SOIL MIN. ! MIN: '.MIN MIN. PVC NIPPLE AND CAP ""/ #68 STONE or 3 RANULAR FILL AS �I o BRASS NIPPLE AND CAP 'APPROVED BY ACSA %%XIV j LUBRICATE ALL THREADS �p L SIL OR Ock, STABLE SOIL OR ROCK \ METER BOX (SEE FIG. W10 -7) NOTE ;. I NO. 57 STONE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. L. � 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED r: 2' PIPE SLOPED ABOVE THE INITIAL BACKFILL. ' TO DRAIN IF 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. I GRADE ALLOWS 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 2" GALV. OR BRASS IN THE TRENCH. VARIES ti= VARIES PIPE 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. 2" THREADED TAP PLUG DUCTILE IRON WATER PIPE INSTALLATION 8c BEDDING NTS ..,. L r't s..% s L . FIG. W-2 TYPICAL BLOW—OFF ASSEMBLY PVC SLEEVE THRUST BLOCK VALVE BOX``. M.J. FITTING- \ NOTES: CONTINUE GUTTER 1. SEE ARCH. SPECIFICATIONS FOR MASONRY INSTALLATION 2. 3/8" EXPANSION JOINTS SHALL BE USED AT EACH BREAK MODIFIED CG -7 (SEE DETAIL) CONCRETE PAD 8 CY DUMPSTER PLAN DUMPSTER PAD DETAIL N.T.S. copyright CCO 201 b by Woolley Englneenng SIDEWALK STEEL POSTS (TYP.) 1 SLOPE I PAVEMENT #4 REBAR DOWELS @ 2' O.C. CG -6 NTS FIG. W-8 TD -19 BROOM FINISH 6 " - CLASS A3 CONCRETE 6"x6" -W2.1 xW2.1 WWF GRADED & THOROUGHLY COMPACTED SUBGRADE 4" - #21 A OR #57 AGGREGATE BEDDING MATERIAL CONCRETE DUMPSTER PAD SECTION SIDE ELEVATION NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81 A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) YILLE THREADS WHICH IS QOR APPROVED EQUAL THE LOCAL STANDARD. -'LENGTH OF BRANCH VARIES 6' MIN4' r— �— 2' TO 10' .. {270') I T; 4 ! k PA/' y I I 7 CU. FT. c... -... ALVE BOX =� 18 #68 STONE e 36"MI ; 6" GATE M VALVE F , — X 8" TEE IN 2500 P.S.L CONCRETE BASE AND THRUST BLOCK AGAINST 4 t UNDISTURBED STABLE SOIL. STEEL PILE 3/4- THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL EIRE HYDRANT ASSEMBLY DETAIL BRICK TO MATCH TOWN CENTER FOUR BUILDING CONCRETE BLOCK BACK-UP CEDAR PIC=KET, 4" SLATS ON STEEL FRANAE KL 5" 2" R1" 2" 1:12 0.5 + II T } 81 I 6" 1 �2'-O" --I IL 711 MODIFIED CG -7 DETAIL N.T.S. N.T.S. FIG. W-4 TD -7 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 4 TO HIGHWAY DEPARTMENT APPROVAL. i! I FINISHED GRADE o tj 24" MANHOLE FRAME &COVER ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 ---_. a _._ _._ _ __ ___ ;f ......__ ____. Z fi (SCREW TYPE) OR APPROVED EQUAL o) i � { SEE NOTE 1 & 2 b) N I I UNDER TYP. MH - " z I N;. a •. .._.......__ 12 OF ADJUSTING RINGS MAX .I ° ADJUSTING RINGS REQ'D WHEN C) N .... - NECESSARY TO MATCH GRADE, RINGS NOT PERMITTED ON EASEMENTS. .�..\ MIN. 2 BOLTS REQ' D TO SECURE 12'-16" i M.J. GATE VALVE ADJUSTMENT RINGS TO MH ( TO PREVENT HORIZONTAL MOVEMENT) A, ....._- _I BOLTS TO GO THRU RINGS AND - - `• FRAME. SEE LID DETAIL FOR BOLT 50% OF r � _._ SIZE. --I- ', OPENING r i ]BRICKED__.. _..._.._ J r'. . ' WATER PROOF JOINT TYPICAL `.� I 4'-O" MIN SEE SPECIFICATIONS I-' ,, WATER i t LINE , I 1 I i iJ 1..' =1 amt'. STEPS 04�a ... .r; _......... 1 t ° ' _.. __.__..............° INVERT SHALL BE SHAPED _. ---= IN ACCORDANCE WITH VDOT I 2. �j UJ •` DETAIL 2500 P.S.I. CONCRETE A' 2'x 2' BEARING AREA. i'', THRUST BLOCK ;'i' } 4" MIN. COMPACTED °. CRUSHED STONE �� ; •, > _ _ y + _� _ !_ CORE SEAL OR f EDGE DROP MANHOLE DETAIL TYPESFLEXIIB E CONNECTION N.T.S. NOTE IN REMOTE AREAS, VALVE BOXES SHALL. EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-!5 TD -8 IS_; SHAPE O MD TO OFEVTiGR A LARGEST PEE. I ( I I I SOFLOPE TLET�>IIPPE TO INVERT BARS 0 $" C -C TYP. i[ T--"^-- PLAN STRUCTURE SIZE AND WALL THICKNESS VAIIE3 P, zEcrIDN A -A ' �,. METHOD OF TREATMENT IN DROP IINETS Q —TRANSITION BETWEEN PIPE iERS CLASS A,3 CONCRETE CLA.`S A3 CONCRETE PIPES WHEN CYFFEW£NT SIZES OF PI'IF'E$ ARE ENCOUNTERED, 2 SECTION A""A Q .� SLOPE TO DRAIN TOINVEROf° NOTES SECTION B—B �'Y OUTLET ITWE NOTES: � LU 7. STNA?ARO SL -I, MANHCtE SAFETY SLAB, IS REQUITED AS PART OF THE DRAINAGE SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO HAPLY TO THOSE STRUCTURES ED '� 'y � DESIGN FOR MMMtlOLE'S, JUN'CFKk"d BOXES .+t•EF DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET THE SPACING OF ADJACENT SAFETY SLABS SHALL BE $'TMJ 121 WITH rV ON INV RT OF OR WHERE INVERT Q} PIPE !S A�C1YE INVERT Qf NO SAFETY SLAB LOCATED WtTHN R' FEET OF THE TOP OR BOTTLM! OF THE W 1 II a. I IN ACCORDANCE WITH APPLICABLE STAMARD 4R SPECJAI,. fXiAW1A W 2, Tff COST OF T'HE $L, IS 94CLLPDED IN THE; COST OF THE STRUCTURE. E. _ SEE CAST IN PLA&E DRAWINGS THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OFA ,✓ PORTLAND CEMENT CONCRETE: MDC CONFORMING T4 CLASS A3 OR pt r 3, ACCESS OPENING$ ARE TO I STAGGERED FROM ONE SIDE OF SFREICTtIiE TO THE FON FHRTkER DETAILS I,( CLASS C1, EXCEPT THAT ZSi OF COARSE AGGREGATE MAY BE j UP TO 4" IN DIAMETER AMID CONSIST �' STONE. BROKEN OW OTHER WHERE APPLICABLE. STEPS INE TO BE STAGGERED .AL"CihRDINi.LY. e" -I 5 BARS 0 8" C -C TYP. -K, f BROKEN C4tNCKTE OR BROKEN t;iTN(:RETk BLOCX. 'rHE S MFACE / Iti)I ',Ijijlyt I� IAltlal�v' �1�� CLASS A3 <30{3D PSD. PRECAST CONCRETE IS TO 8E Ai f449C PSG, REIAF"ORCiNO STEEL TO BE IN ACCORDANCE. WITH AASHTO WI. I00 DETAILS OF INVERT SN.APING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MM44OLE OR DROP INLET IS TO BE SHAPED =•- ^' w 5. AOCESS OPENINOS MAY BE 30" DoAAETER OR 30" SOTARE. WHENSTWUCTVRE WIDTH IS LESS ESS THAN 30" 8HE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WITH BY I 11� A SECTION SECTION B -B J�It Bill Tfl PLAN ZD PRECAST UNIT METHOD OF TREATMENT IN MANHOLES VMMATO �R �W��O" TYPICAL CONCRETE SAFETY SLAB FZTJTwt STANDARD METHOD CSF SHAPING MANHOLE & INLET INVERTS FOR DROP INLETS, MANHOLES AMC? JUNCTION BOXES 302 VIRGINIA DEPARTMENT OF TRANSPORFAT#t5N n REY 302 VRMiA DEPARTMENT OF TRANSPORTATR3N N l I FRONT ELEVATION CANE BOLT TYP. (1 /2" O x 24" LONG) KL 5" 2" R1" 2" 1:12 0.5 + II T } 81 I 6" 1 �2'-O" --I IL 711 MODIFIED CG -7 DETAIL N.T.S. N.T.S. FIG. W-4 TD -7 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 4 TO HIGHWAY DEPARTMENT APPROVAL. i! I FINISHED GRADE o tj 24" MANHOLE FRAME &COVER ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 ---_. a _._ _._ _ __ ___ ;f ......__ ____. Z fi (SCREW TYPE) OR APPROVED EQUAL o) i � { SEE NOTE 1 & 2 b) N I I UNDER TYP. MH - " z I N;. a •. .._.......__ 12 OF ADJUSTING RINGS MAX .I ° ADJUSTING RINGS REQ'D WHEN C) N .... - NECESSARY TO MATCH GRADE, RINGS NOT PERMITTED ON EASEMENTS. .�..\ MIN. 2 BOLTS REQ' D TO SECURE 12'-16" i M.J. GATE VALVE ADJUSTMENT RINGS TO MH ( TO PREVENT HORIZONTAL MOVEMENT) A, ....._- _I BOLTS TO GO THRU RINGS AND - - `• FRAME. SEE LID DETAIL FOR BOLT 50% OF r � _._ SIZE. --I- ', OPENING r i ]BRICKED__.. _..._.._ J r'. . ' WATER PROOF JOINT TYPICAL `.� I 4'-O" MIN SEE SPECIFICATIONS I-' ,, WATER i t LINE , I 1 I i iJ 1..' =1 amt'. STEPS 04�a ... .r; _......... 1 t ° ' _.. __.__..............° INVERT SHALL BE SHAPED _. ---= IN ACCORDANCE WITH VDOT I 2. �j UJ •` DETAIL 2500 P.S.I. CONCRETE A' 2'x 2' BEARING AREA. i'', THRUST BLOCK ;'i' } 4" MIN. COMPACTED °. CRUSHED STONE �� ; •, > _ _ y + _� _ !_ CORE SEAL OR f EDGE DROP MANHOLE DETAIL TYPESFLEXIIB E CONNECTION N.T.S. NOTE IN REMOTE AREAS, VALVE BOXES SHALL. EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-!5 TD -8 IS_; SHAPE O MD TO OFEVTiGR A LARGEST PEE. I ( I I I SOFLOPE TLET�>IIPPE TO INVERT BARS 0 $" C -C TYP. i[ T--"^-- PLAN STRUCTURE SIZE AND WALL THICKNESS VAIIE3 P, zEcrIDN A -A ' �,. METHOD OF TREATMENT IN DROP IINETS Q —TRANSITION BETWEEN PIPE iERS CLASS A,3 CONCRETE CLA.`S A3 CONCRETE PIPES WHEN CYFFEW£NT SIZES OF PI'IF'E$ ARE ENCOUNTERED, 2 SECTION A""A Q .� SLOPE TO DRAIN TOINVEROf° NOTES SECTION B—B �'Y OUTLET ITWE NOTES: � LU 7. STNA?ARO SL -I, MANHCtE SAFETY SLAB, IS REQUITED AS PART OF THE DRAINAGE SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO HAPLY TO THOSE STRUCTURES ED '� 'y � DESIGN FOR MMMtlOLE'S, JUN'CFKk"d BOXES .+t•EF DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET THE SPACING OF ADJACENT SAFETY SLABS SHALL BE $'TMJ 121 WITH rV ON INV RT OF OR WHERE INVERT Q} PIPE !S A�C1YE INVERT Qf NO SAFETY SLAB LOCATED WtTHN R' FEET OF THE TOP OR BOTTLM! OF THE W UCTQR STWUCT4E. � MANHOLE OR OIROP FLET IS TO BE FORMED AND CONSTRUCTED a. S7RUCTLIRE, SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PPE OF 30" DIAMETER OR GREATER. IN ACCORDANCE WITH APPLICABLE STAMARD 4R SPECJAI,. fXiAW1A W 2, Tff COST OF T'HE $L, IS 94CLLPDED IN THE; COST OF THE STRUCTURE. E. _ SEE CAST IN PLA&E DRAWINGS THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OFA ,✓ PORTLAND CEMENT CONCRETE: MDC CONFORMING T4 CLASS A3 OR pt r 3, ACCESS OPENING$ ARE TO I STAGGERED FROM ONE SIDE OF SFREICTtIiE TO THE FON FHRTkER DETAILS I,( CLASS C1, EXCEPT THAT ZSi OF COARSE AGGREGATE MAY BE j UP TO 4" IN DIAMETER AMID CONSIST �' STONE. BROKEN OW OTHER WHERE APPLICABLE. STEPS INE TO BE STAGGERED .AL"CihRDINi.LY. e" -I 5 BARS 0 8" C -C TYP. -K, f BROKEN C4tNCKTE OR BROKEN t;iTN(:RETk BLOCX. 'rHE S MFACE / .:./ 4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PREUASL CAST -IN-PLACE CONCRETE TO BE SHALL BE LEFT SMOOTH BY MANS OF HAND TROWELLING. NOW 3 OF THE COARSE hCOFt£GATE SHALL REMAIN EXPOSED. `.r!/ a .4 CLASS A3 <30{3D PSD. PRECAST CONCRETE IS TO 8E Ai f449C PSG, REIAF"ORCiNO STEEL TO BE IN ACCORDANCE. WITH AASHTO WI. DETAILS OF INVERT SN.APING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MM44OLE OR DROP INLET IS TO BE SHAPED =•- ^' w 5. AOCESS OPENINOS MAY BE 30" DoAAETER OR 30" SOTARE. WHENSTWUCTVRE WIDTH IS LESS ESS THAN 30" 8HE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WITH BY U MONICUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION ANO FLOW UNES. - - SECTION SECTION B -B LOND, Z PLAN ZD PRECAST UNIT METHOD OF TREATMENT IN MANHOLES VMMATO �R �W��O" TYPICAL CONCRETE SAFETY SLAB FZTJTwt STANDARD METHOD CSF SHAPING MANHOLE & INLET INVERTS FOR DROP INLETS, MANHOLES AMC? JUNCTION BOXES 302 VIRGINIA DEPARTMENT OF TRANSPORFAT#t5N n REY 302 VRMiA DEPARTMENT OF TRANSPORTATR3N TRAIL DETAIL N.T.S. I.AI L_rIr uw4I t EXISTING 5' j/ GROUND 2" CRUSHER RUN CUT y.T _., /•`� " ^":' /fid'='.(" / >` 4" BASE COURSE DITCH SUITABLE MATERIAL CLEARING HEIGHT 15' FILL SLOPE CATCH POINT TRIM \ I BRANCHES FLUSH WITH TRUNK EXISTING GROUND WoOLLL YENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PIAN AMENDMENT GENERAL L/ L TA i ✓ 1 ILS Job Number: 1640 a OP RIC W. WOOLLEY LIC. NO. 37088 0 9-12-2017 �4', I O NAL Date: January 17, 2017 Revision: January 20, 2017 April 12, 2017 April 14, 2017 April 28, 2017 September 12, 2017 Scale: As Noted Sheet No.: C701 19 of 28 Q 2 Q U Z LU w � W rV Q W Q (� W m � U Q 0 0 w U Z ZD GENERAL L/ L TA i ✓ 1 ILS Job Number: 1640 a OP RIC W. WOOLLEY LIC. NO. 37088 0 9-12-2017 �4', I O NAL Date: January 17, 2017 Revision: January 20, 2017 April 12, 2017 April 14, 2017 April 28, 2017 September 12, 2017 Scale: As Noted Sheet No.: C701 19 of 28 k LANDSCAPE LEGEND '' - -` r TREE CANOPY CALCULATIONS (@ 10 YRS) SYMBOL KEY QTY BOTANICAL if IV SIZE NOTES 16,912 SQ. FT. F �O ) ..0 74 ACER RUBRUM RED MAPLE B&B, 1 1/2" Cal. _{d 15 77 SQ. FT. f r ✓ s i(...I, FRAXINUS PENNSYLVANICA 'SUMMIT' SUMMIT ASH B&B, 1 1/2" Cal 7 r LU LU o j Gd 8 GYMNOCLADUS DIOICUS KENTUCKY COFFEETREE '' - -` r TREE CANOPY CALCULATIONS (@ 10 YRS) SYMBOL KEY QTY BOTANICAL COMMON SIZE NOTES 16,912 SQ. FT. 0 Ac 74 ACER RUBRUM RED MAPLE B&B, 1 1/2" Cal. _{d 15 77 SQ. FT. f r ✓ Fp 28 FRAXINUS PENNSYLVANICA 'SUMMIT' SUMMIT ASH B&B, 1 1/2" Cal 52,671 SQ, FT. (1.21 ACRES) LU LU o j Gd 8 GYMNOCLADUS DIOICUS KENTUCKY COFFEETREE B&B, 1 1/2" Cal. (CROSSWICK MALE) TOTAL AREA COVERED 1.21 ACRES (± 17.7% OF SITE) Q z Z � U O Cs 48 COTONEASTER SALICIFOLIUS "REPANDENS" WILLOWLEAF COTONEASTER 15"-18" 4'- 0" O.C. :D + Li 5 LAGERSTROEMIA INDICA"NATCHEZ" "NATCHEZ" CRAPEMYRTLE #10, 5-6' r z � !' ✓ /` r ;may d ., s.... 4, f N %!`, ;;; PI 38 PRUNUS LAUROCERASUS "OTTO LUYKEN" "OTTO LUYKEN" LAUREL 18"-24" 4'- 0" O.C. X Ss 3 LB. SCHIZACHYRIUM SCOPARIUM LITTLE-BLUESTEM SEED ,f Rf 1 LB, RUDBECKIA FULGIDA'GOLDSTURM' BLACK-EYED SUSAN SEED s O a Q Mf 1 LB. MONARDA FISTULOSA WILD BERGAMOT SEED LU Sc I LB. SOLIDAGO CAESIA BLUE -STEM GOLDENROD SEED '' - -` r TREE CANOPY CALCULATIONS (@ 10 YRS) SPECIES HEIGHT AREA/PLANT AREA/SPECIES ACER RUBRUM 30' 397 SQ. FT. 29,378 SQ. FT. ° +t y 16,912 SQ. FT. GYMNOCLADUS DIOICUS , 4,560 SQ. FT. nom" T 1,056 SQ. FT. _{d 15 77 SQ. FT. f r ✓ PRUNUS LAUROCERASUS t 380 SQ. FT. 52,000 sf TOTAL PROPOSED CANOPY 52,671 SQ, FT. (1.21 ACRES) } j 0.00 ACRES wu..w PROPOSED SITE ACREAGE 6.85 ACRES MINIMUM TREE CANOPY ACREAGE REQUIRED 0.685 ACRES (10% OF SITE) TOTAL AREA COVERED 1.21 ACRES (± 17.7% OF SITE) Q z Z � U gip..'. �� x ry • j } , rt 'k' �,� %'{:-^ U_ 0 : �`✓' .r F-� r z � !' ✓ /` r ;may d ., s.... 4, f Z 25 Ar. ,f s SPECIES HEIGHT AREA/PLANT AREA/SPECIES ACER RUBRUM 30' 397 SQ. FT. 29,378 SQ. FT. FRAXINUS PENNSYLVANICA 37' 604 SQ. FT. 16,912 SQ. FT. GYMNOCLADUS DIOICUS 35' 570 SQ. FT. 4,560 SQ. FT. COTONEASTER SALICIFOLIUS 18" 22 SQ. FT. 1,056 SQ. FT. LAGERSTROEMIA INDICA 15 77 SQ. FT. 385 SQ. FT. PRUNUS LAUROCERASUS 4' 1 10 SQ. FT. 380 SQ. FT. 52,000 sf TOTAL PROPOSED CANOPY 52,671 SQ, FT. (1.21 ACRES) LU EXISTING CANOPY 0.00 ACRES wu..w PROPOSED SITE ACREAGE 6.85 ACRES MINIMUM TREE CANOPY ACREAGE REQUIRED 0.685 ACRES (10% OF SITE) TOTAL AREA COVERED 1.21 ACRES (± 17.7% OF SITE) - ,r� LANDSCAPE CALCULATIONS PARKING SPACES (TCI) 244 PARKING SPACES (TC4) 323 TOTAL PARKING SPACES 567 TREES REQ'D PER SPACE 1/10 TREES REQUIRED 57 TREES PROVIDED (TC] & TC4) 120 t 1 tl - r ,� ,` l' ' , 1, ,�t ,�� ✓` ,. j" rte; is ! / f✓y f TYPE AREA Ac NOTES PARKING/ROADS 3.22 REQUIRED INTERIOR LS 0.16 PARKING LOT LANDSCAPE 0.75 23.3% PARKING/CIRCULATION PARKING/ROADS 3.22 47.0% Q SIDEWALK/HARDSCAPE 1.08 =, ``, {' , s INTERIOR LANDSCAPE AREA CALCULATIONS t 1 tl - r ,� ,` l' ' , 1, ,�t ,�� ✓` ,. j" rte; is ! / f✓y f TYPE AREA Ac NOTES PARKING/ROADS 3.22 REQUIRED INTERIOR LS 0.16 PARKING LOT LANDSCAPE 0.75 23.3% PARKING/CIRCULATION r ` Tib ?`�.''s � .✓ '' ,,,�`'r" l IMPERVIOUS SURFACE CALCULATIONS i 1 I zf - 26 Cs 4' o. c. f .f �;,, S Li g � uk t I r ;l � t 1t Or J. r : r Ar,. 2 , k ti • .r + TYPE AREA (Ac) PERCENT OF TOTAL NOTES TOTAL 6,85 100.0% BUILDING FOOTPRINT 0.64 9.3% PARKING/ROADS 3.22 47.0% Q SIDEWALK/HARDSCAPE 1.08 15.8% OPEN SPACE 1.91 27,9% (Slopes 3:1 or steeper in this vicinity) General Notes: 1. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 2. No tree shall be located within 10' from center of tree trunk to centerline of water and sanitary sewer lines. 8 Gd °� �� ` v� rel ✓ t,,,"'" *9r e°✓ / , r t t copyright @ 2016 by Woolley Engineering LLJ J CD r ,v lr. 1 i i f f t / f t ,r ✓ r !t { fs .f fit: Existing Treeline Proposed Treeline VY_ WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973 0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT r2 Ar t \_4�pl Q 112- Q = Meadow Mix (Slopes 3:1 or steeper in this vicinity) See sheet C5.0 for Grading Plan 52,000 sf °� �� ` v� rel ✓ t,,,"'" *9r e°✓ / , r t t copyright @ 2016 by Woolley Engineering LLJ J CD r ,v lr. 1 i i f f t / f t ,r ✓ r !t { fs .f fit: Existing Treeline Proposed Treeline VY_ WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973 0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Job Number: 1640 'Vil OF RRIC W. WOOLLEY I LIC. NO. 3708 % ' p� 9-12-2017 1yxv� SNNAI, F 1 Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 April 12, 2017 April 28, 2017 September 12, 2017 Scale: 1"=40' Sheet No.: Ll a 20 0 20 Q 112- Q = Z LU p wu..w Q w Q z Z � U m ry a U_ 0 F-� z L/') O w U Z Job Number: 1640 'Vil OF RRIC W. WOOLLEY I LIC. NO. 3708 % ' p� 9-12-2017 1yxv� SNNAI, F 1 Date: August 22, 2016 Revision: January 17, 2017 January 20, 2017 April 12, 2017 April 28, 2017 September 12, 2017 Scale: 1"=40' Sheet No.: Ll a 20 0 20 1. EXCAVATE TREE PIT 2 FLAT HEAD PAD SCREWS PLACES) EL PLATE PLACES) 3. ASSEMBLE THE R-8500 TREE GRATE FRAME USING THE HARDWARE PROVIDED. MAKE SURE TO TIGHTEN THE COUNTERSUNK FLAT HEAD SCREWS SO THEY ARE FLUSH OR BELOW THE BEARING SURFACE OF THE FRAME. ,N TREE GRATE 2. PLACE WOOD FORM WITHIN EXCAVATION. SET AT PROPER GRADE. MAKE FORM OUTSIDE DIMENSION: 45 3/4" X 45 3/4" FOR 48" X 48" GRATE, 57 3/4" X 57 3/4" FOR 60" X 60" GRATE OR 69 3/4" X 69 3/4" FOR 72" X 72" GRATE. 4. PLACE FRAME ON WOOD FORM. CAST IRON TREE GRATE 5. PLACE BOTH TREE GRATE HALVES WITHIN THE (FRAME. 6. POUR AND FINISH CONCRETE. DO NOT REMOVE TREE CHECK AND ADJUST FRAME ALIGNMENT AND ELEVATION IF GRATE UNTIL CONCRETE IS SET UP. NEEDED. INSTALL #3 REBAR THROUGH LUGS ON SUPPORT AS REQUIRED. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.PROJECTmarketsite.com REFERENCE NUMBER 071-003 TREE GRATE INSTALLATION DETAIL FOUNDRY COMPANY 90' 2121 BROOKS AVENUE NEENAH, WISCONSIN 54956 P.O. BOX 729 PHONE: 920)725-7000 20)729-3661 KIM "COOL -LENS" 60" WELL LIGHT, #6360 50W" MH, SPOT, W/ SLIP -RESISTANT LENSE (OR APPROVED EQUIV.) SOURCE: RICHMOND LIGHTING VIRGINIA - 804-379-7777 1" 6" 3/8" 11 3� I' 1" BOLT SLOT - m m in � N LIGHT OPENING GRATE BOLTED TO TREE GRATE W/ (2) CNTRSK. 1/4" DIA. FLAT HD. CAP SCREWS TREE GRATE HALVES BOLTED TOGETHER W/ (2) 1/2-13 X 3" STNLS. STL. HEX. BOLT AND HEX. NUT W/ WASHERS kLL (1) KIM WELL LIGHT PER TREE GRATE, ON THE SIDE CLOSEST TO THE BUILDING. CONTRACTOR SHALL INSTALL CONDUIT TO SITE LIGHTING. SEE ARCH. DRAWINGS FOR CONDUIT, BALLAST LOCATION AND ELECT. CONNECTIONS TO BUILDING. TREE GUARD LUG PER NF -42432 1/2" 3/16" 1/� 1" 91 10 3/8" LIGHT OPENING DETAIL LIGHT GRATE COMPONENT NO. 8718-0004 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2, DO NOT SCALE DRAWINGS. 3, CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.PROJECTmarketsite.com REFERENCE NUMBER 071-004C R-8712 SQUARE TRETE GRATES 60" W% LIGHT OPENING copyright Cc7 2016 by Woolley Engineering SLOPE PLANTING BED FOR POSITIVE DRAINAGE 0 ° PLANT SPACING AS PER PLAN. ADJUST SPACING AS NECESSARY 00 TO EVENLY FILL PLANTING BED. ° ° o 2" MULCH INSTALLED BEFORE PLANTING 12" MIN. PLATING SOIL. USE STORED EXISTING TOPOSOIL AND/OR 4: IMPORTED TOPSOIL. I I I-1 11=1 I I-1 I I -I 11 I -I 11=1 I I =1 11=1 11=1 11=1 11=1 11=1 I I- 11=1 I MI 11=1 I I=1 II 1=1 11=1 =111=1 I I=1 I I=III=1 I I=1 11= SET TOP OF FOOTBALL 1" MIN. ABOVE FINISHED GRADE MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY MAINTAIN SAUCER ON LOWER — SIDES OF PLANT TO RETAIN WATER BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TO Y FULL. WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. 3.0 GROUNDCOVER PLANTING DETAIL 4.0 L1.0 L2.0 SCALE: NOT TO SCALE YDI.OL2.0 NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. FORM SAUCER WITH 3" HT WATERING BERM --� BACKFILL PIT WITH STORED— EXISTING OR IMPORTED TOPSOIL TO Y3 FULL. WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. 3 X BALL DIA. 2?" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES 5,0 MULTI -TRUNK TREE STAKING L1.0 L2.0 SCALE: NOT TO SCALE 0 a r r" w 7( L U G -t, . 20" +BALL DIA. ORIGINAL GRADE OF SLOPE CUT AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL SHRUB PLANTING ON SLOPES SCALE: NOT TO SCALE PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. • FLAG GUYING WIRES WITH SURVEYOR TAPE RUBBER HOSE 1" DIA. GUYING WIRES 2 STRAND TWIST 12 GUAGE WIRE 3 2"X4"X24" PRESS TREATED STAKES - TOP OF STAKE 6" ABOVE GROUND SPECIFIED PLANTING MIX — WATER & TAMP TO REMOVE AIR POCKETS (2.0 TREE PLANTING - GUY WIRES L1.0 L2.0 SCALE: NOT TO SCALE SET TOP OF ROOTBALL 1" MIN. e??� ABOVE FINISHED GRADE FORM SAUCER WITH 3" HT WATERING BERM BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TO % FULL. WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. MULCH 3" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. CUT AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL 0.Q SHRUB PLANTING L1.0 L2.0 SCALE: NOT TO SCALE • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I" DIA. 2 STRAND TRISTED 12 GUAGE GAL. WIRE ENCASED IN 1" DIA. RUBBER HOSE HARDWOOD STAKES 3 STAKES 2" X 2" DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING STAKE -4" ABOVE FIRST BRANCHES PLANTING PIT DEPTH ISAVERAGE FORM DISTANCE BETWEEN TRUNK FLARE SAUCER AND BOTTOM OF ROOT BALL, LESS 2". (CAREFULLY EXPOSE TRUNK FLARE IF �,1 NECESSARY) _��) �I r I, ; 1111=1 SPECIFIED PLANTING MIX - WATER & TAMP TO REMOVE AIR POCKETS I Il NOTE: STAKING AS REQUIRED SPREAD 3 X BALL DIA. (MULCH 2" DEPTH IMMEDIATELY AFTER PLANTING AND WATER S THOROUGHLY.) Y z - MULCH f— UNDISTURBED SOIL 1.0 TREE PLANTING - VERTICAL STAKES L1.0 L2.0 SCALE: NOT TO SCALE WJAY WOOLI.PY ENGIlNEIGRING Consulting Civil Engineers 220 East High Street Charlottesville - Virginia 22902 (434) 973 -0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 IF DETAILS Job Number: 1640 �THO�y .ERIC W. WOOLLEY LIC. NO. 37084,,---` 3-31-2017 �Av Date: January 20, 2017 Revision: March 31, 2017 Scale: As Noted Sheet No.: L2100 I) i L Ljj ILL.. Uj 77 cc I_ U 0 0 J— z D C/) 0 0::� W Z DETAILS Job Number: 1640 �THO�y .ERIC W. WOOLLEY LIC. NO. 37084,,---` 3-31-2017 �Av Date: January 20, 2017 Revision: March 31, 2017 Scale: As Noted Sheet No.: L2100 !Schedule 4 !Pemco !Newport 400M 'Area Luminaire, 400W SR3 (PROBE) MH, High Performance !SR3 Reflector, Full Cutoff !MEETS THE'NIGHTTIME IFRIENDLY' CRITERIA Statistics Lamp I Number I I Lumens Per Light Loss a0 Lam F€lename l Wattage / I Lamps I Lamp Factor LED 1 LP3-N18- 14040 1 120 " -' J 0 0 j �120W-4000 I i 15000KTYPE IVIES I ! \ LED 1 LP3-N18 14040 I 1 240 0.0 0.0 0.0 f ,. f7 0 0.0 1120W-4000 I I ISOOOKTYPE ;+ VIES r ) #s y pR1VE i j 2 e� 0� c D0LED 00 00LP3-N18 14040 1 120 0.0 .. ? 120W-4000 15000K TYPE 1 I LED ARRAY- ; 12000 I 1 120 ISTR3M-90- i N27 -400- !5000 -TYPE i IV 12-20- 12 ies 2-20-12.ies 400 -WATT 1 1 iKAD_400M E 32000 1 1 1 462 �R ED -28 I SR3_(PROBE NL HALIDE, j }.ies 1 Catalog Description 3 Symbol Label Quantity I Manufacturer Number Description Avg/Min ..... 12 .. . ............ !Pemco _____-______ Newport NPT FL ILED ARRAY AREA ii 1.0 fc 2.6:1 jNewport LF SPV 120W9005K (LUMINAIRE I I '-N18-120W- lU SP9 BZ f Parking ! i4000i�5000 j , iK 7 _-- . _ _ _ New Parking --_ ____ _._ ❑ ........... 12.9 fc 7.7 fc 6 'Pemco ;TWIN @180 LE ARRAY AREA B 3 ,Newport LP3- {Newport NPT FIL ';LUMINAIRE ! N/A ROW E -N18 -120W- ;SPV 120W9005K I 0.0 fc II N/A... 4000i05000 .0 SP9 BZ X 12.7 fc i 11.6 fc K . 1 N/A ! N/A I 26 Pemco LP3 Pemco Winston DECROATIVE ROUND 20.00 I N18 -120W- TWIN WI FL TG ILED DARK SKIES FLAT 1000 i I j4000i¢5000 ITR5120LED iGLASS 3 C 1 IK 14000K MED BRZ 4 C 2000 ;000 PPMB-17-PM- ] 20.00 I 6 1MRDBRZJ PLB __- ___ 0.00 1 418-5-10.5 MED 7 C 20.00 =BRZ 1 --........ .__�...... D 2 ,Pemco Pemco Newport 1 D '• (v�1l'T�f I , ;Newport LP3 i ILED type III I I 4 !Pemco !Newport 400M 'Area Luminaire, 400W SR3 (PROBE) MH, High Performance !SR3 Reflector, Full Cutoff !MEETS THE'NIGHTTIME IFRIENDLY' CRITERIA Statistics Lamp I Number I I Lumens Per Light Loss a0 Lam F€lename l Wattage / I Lamps I Lamp Factor LED 1 LP3-N18- 14040 1 120 " -' J 0 0 j �120W-4000 I i 15000KTYPE IVIES I ! \ LED 1 LP3-N18 14040 I 1 240 0.0 0.0 0.0 f ,. f7 0 0.0 1120W-4000 I I ISOOOKTYPE ;+ VIES r ) #s y pR1VE i j 2 e� 0� c D0LED 00 00LP3-N18 14040 1 120 0.0 .. ? 120W-4000 15000K TYPE 1 I LED ARRAY- ; 12000 I 1 120 ISTR3M-90- i N27 -400- !5000 -TYPE i IV 12-20- 12 ies 2-20-12.ies 400 -WATT 1 1 iKAD_400M E 32000 1 1 1 462 �R ED -28 I SR3_(PROBE NL HALIDE, j }.ies 1 !Luminaire ;Locations Description 1 Symbol Avg Max Min Max/Min Avg/Min Bike Shelter j 1.9 fc 1 2.6 fc ii 1.0 fc 2.6:1 1.9:1 Existing Lighted j X 1.5 fc 7.1 fc i 0 1 fc Il 71.0.1 15.0:1 Parking 0,00 6 B 1 20.00 0 00 7 _-- . _ _ _ New Parking --_ ____ _._ ❑ ........... 12.9 fc 7.7 fc 0.8 fc 9.6:1 3.6:1 . ....... ._..._ Property Line B 0 1 fc 3 0.3 fc 0 0 fc N/A ! N/A ROW X '0.0 fc = 0.1 fc 0.0 fc II N/A... NIA Town Center 4 X 12.7 fc i 11.6 fc 0.0 fc . 1 N/A ! N/A !Luminaire ;Locations Univ. of Virginia Foundation No i Label Mounting Height _I ; Tilt One Boar's Head Pointe Charlottesville, Virginia j 3 ----------- i._ ...20 00 -LL 0.00 4 B 20.00 0.00 l 5 B 20.00 0,00 6 B 1 20.00 0 00 7 i B 20.00 0.00 i ....9 i B 20.00 µ0 00 10 B 20.00 0.00 11 B 20.00 10.00 AMENDMENT 12 1 B 20.00 0.00 13 € B 20.00 W 000 t Z 14 B 20.00 0.00 15 B 1 2000 1000 i 2 C 2000 1000 i 3 C 1 20.00 10.00 4 C 2000 ;000 5 C 20.00 , 1000 1 6 __. _ C __- ___ 0.00 i_.. i .._......20.00.., 7 C 20.00 10.00 1 --........ .__�...... D _ ..._.__ 1000 I 000 i 2 1 D .. 10.00 10 00 j 3 D 1 1000 1000 D 10.00 0.00 D { 10.00 ; 0.00 ! 6 D 10.00 0.00 7 . D j ........._._....._......._.____ 10.00 _ ...... ;000 ! 8 . D 10.00 0.00 9 D 10.00 1000 10 D 1000 1000 11D 1 I 10.00 10.00 12 _.D 3 ., . 10.00 10.00 13 D 1000 1000 14 D j _ _ 10.00 1000 16 ? D 10.00 10.00 17 s D 10.00 10.00 18 D '1000 ........ _ _...., 1000 I . _ .. 19 D 10.00 0.00 _ 20 I D I _ .. _ _.. 10.00 _. _..j OAO j 21 I D i _. _ ... ....._.. 10.00 I 000 1 22 € D 10.00 0.00 s 24 1 D 10.00 ri0 00 25 D 10.00 _- 10.00 26 _ D 10.00 0.00 127 € D 1000 1000 ; 128 ! D 10.00 ; 0.00 I 1 : EXST I 25.00 10.00 i 2 EXST 25.00 ,i0 00 3 ( EXST ._ 25.00 ! o.00 1 4 1 EXST 25.00 ; 000 1 F 20.00 ' 10.00 2 F ..... 20.00 1 0.00 copyright © 2016 by Woolley Engineering LEWIS & CLARK DRIVE STATE ROUTE 1571 I wl� I WOOLLL, Y ENGINLL, RING Consulting Civil Engineers 220 East High Street Charlottesville - Virginia 22902 (434) 973 -0045 www.Woolley-Eng.com -- Owner Univ. of Virginia Foundation LFWIS One Boar's Head Pointe Charlottesville, Virginia r, n22903 P: (434) 982-3777 MAJOR r r SITE PLA 0) AMENDMENT ©N f t Z U TOWN CENTER 2 p % WQ EXISTING ` 1 t� r1,00, LLj ry ry t igr i . .... . z LLJ co 1�1 J.. .}-' ... .-.��._........ .' - !ice F, -z LL LL 3 TOWN CENTER 3 W �r EXISTING FFE 520.41 rV r ITE LI GHAN PLAN Job dumber: 1640 �H DP V " ERIC W. WOOLLEY' LIC. NO. O� 9-12-2017 �W Date: January 20, 2017 Revision: April 14, 2017 September 12, 2017 Scale: 1"=50' Sheet No.: SLI 00 22 Of 28 Oral F3. WA 14 ls;2t' 97• = !� 1, H')U'3w9 of ficivy 9311tre aiurrinwr, 2. Rerictcf ,~riga spa,_V11r QW In ;, -h i5 rnornte% 10 an alar 11,um SuDipod f-Wne, rol9tade if, G ffell, 3. Heakesi-viant teem; --fed dear giass lens is fully g8skefed and rourted to an alum',nurr- ,door irarrc, 4 Pofceaii moc'nol q&sp rated. 5, safest mwirtQd cr a ixOzed tray `.OF easy fer,-aQval to fadit- lalp fiErd otitic(.. quick d,sconned,; 6. Mounhng ams heavy gaugo extr0ed redangtilar 11urnfl,U]n for round 0, =quafe pole". 7- Sever standar.-3 lin,shes on W 'mrires consult Chart- & Cistern CC!= upa"I npmic<1,10n. The targest in the Newport family, the Newport Reflectors are highly polished Alzak0s, pred- It also has a vertical lamp capability in 250W, sion formed for extremely high efficiency. IES 40OW, 75OW and 1000W high pressure sodium Types 11, 111, V asymmetric plus forward throw and metal halide, with horizontal lamp are available. Optics can Fabricated in heavy gauge aluminum, welded be rotated in 90' increments in the field for internally with a formed cover, peaked for effi- precise lighting requirements, cient water run off, sealed for protection The HID ballast is high power factor, constant against moisture, dust and dirt and pollutants, wattage auto -transformer able to start at -20'F and available vivith a heat -resistant, tempered Ballast and components are mounted on a flat glass tens as well as a dropped lens this removable unitized tray, with quick -disconnect fixture offers maximum versatility, efficiency plugs for easy, efficient maintenance. and economy, Premium colors are: Finished in an extremely durable polyester TYP. powder coat, electrostatically applied over a We 708� leis, 150S ,A)IN IR2 IE!S Type 11 'LeVeiing Knuf 70PSMH, 100PSMI-1. 120� 208 live stage cleaning process, and offered in Mounting Configurations seven standard colors plus custom colors upon _V2 18 0 application. As an added architectural feature, 0—a-_0 decorative contrasting bands are available to T3 - 12 0 highlight any lighting project, Bands can be midsection and W-2 shade either one at the top or two evenly spaced. r;0 EPA: 2.2 Size: 23 1/2" x 23 1/2" x 12 3/4" 2 Year Lirnited Warranty Laminate Type i'F" ETL Listed To U L 1598 Standards For Wet Locations (CSA - Canada) Lighting Products, Inc � 150 Romco Way. -Wilmington, DE 19804 Phone 302.392,90W Fax 302 892,9005 www.pemc4gh1ir,9.conn pemco@ixnetcom.com E-9(2017) EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) ANCHOR BOLT PLAN HOLES PER NITS MANUFACTURER FIXTURE & POLE HEIGHT: VARIES, SEE SHEETS SL1.0 & SL2.0 HANDHOLE FOR DETAILS GROUNDING LUG COVER PLATE #10 BARE GROUND W1 TYP. GALVANIZED ANCHOR BOLT WALL A EAVY WIP.V.IRE C. CONDUITHEAVY TV\/IF VY 3" III, IF 2'-10" TYP. LJ I TYP. 51-0 1 1 ---------- --------- � Y4" X 10'-0" Z -O" COPPER CLAD GROUND ROD ROUND MIN. 3" TYP. ALL SIDES 6 #6 VERTICAL REBARS WITH #3 TIES 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) FINISHED GRADE BACKFILL AND SEED CONCRETE DECORATIVE LIGHT PEDESTAL NOT TO SCALE copyright C 2016 by Woolley Engineering INSTALL ELECTRIC WIRE AND 1" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) ANCHOR BOLT PLAN W—HOLES PER NTS MANUFACTURER FIXTURE & POLE HEIGHT: VARIES, SEE SHEETS HANDHOLE SL1.0 & SL2.0 FOR DETAILS GROUNDING LUG SQUARE ALUMINUM #10 BARE GROUND COVER PLATE WIRE IN Y2" HEAVY W1 TYP. GALVANIZED WALL P.V.C. CONDUIT ANCHOR BOLT 4 #4 VERTICAL REBAR - 3" CLR 4 #4 HORIZONTAL REBAR TIES, 12" O.C. 2 #4 HORIZONTAL REBAR TIES, 6" O.C. @ TOP — FINISHED GRADE BACKFILL AND SEED Y4" X 10'-0'• 2'-0" COPPER CLAD GIROUND ROD ROUND MIN. 3" TYP. ALL SIDES CONCRETE SHOEBOX LIGHT PEDESTAL NOT TO SCALE INSTALL ELECTRIC WIRE AND 11" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE 3'-0" '"TINSP 11 ON Doubte Arrn PSC -28 WOOLLEY TEAR DROP LUMINAIRE Mounting L 4 I II W. II SP#4'arrn-, square pole This stylish luminaire, with its sleek and practical ON, RP4=4' arm: round po,fe r) i design is capable of superior performance no matter rn Q Ll 2'-10„ GR-�reoi SM -Sliver tiletaffic FTzForward Throw what the lighting demand. The fixture's housing is I LAMP LANIP VOL -Is Premium colors are: NUMBER Sao "ountnq TYP. 6'-0" We 708� leis, 150S ,A)IN IR2 IE!S Type 11 'LeVeiing Knuf 70PSMH, 100PSMI-1. 120� 208 even light distribution, without compromising the night Side-rocrunt Winston with soh IR3 IES Ty eIII sky to light pollution. IR4 IES _1"ype IV 0pherial drepped lens Lutminaire Pole IR5 IES TypeV nn — midsection and W-2 shade Thy housing is made of castalirrinurn tipper dome and a spun The shaft is an extruded fluted or straight spnooth aluminuol Mounting Bectrical Finish Optical Midsections CR-(e,,t Rincis PC---PW1Q crpird Buttur, L _J body, trade of 6061J6 allcy, welded to a cast aiiiminurni 4 #4 VERTICAL REBAR - 3" CLR 4 #4 HORIZONTAL REBAR TIES, 12" O.C. 2 #4 HORIZONTAL REBAR TIES, 6" O.C. @ TOP — FINISHED GRADE BACKFILL AND SEED Y4" X 10'-0'• 2'-0" COPPER CLAD GIROUND ROD ROUND MIN. 3" TYP. ALL SIDES CONCRETE SHOEBOX LIGHT PEDESTAL NOT TO SCALE INSTALL ELECTRIC WIRE AND 11" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE ( Luminare Type ''B" & "U" ) 201 'the Newport I is the perfect fixture for parking lots, walkways, parking spaces, landscaping, stag - Ing areas, and access roads. Excellent quality and value are produced in every outdoor luminaire through durable construc- tion of premium materials, skilled craftsmen and sound engineering. Extremely high, performance is the end result. in this economically priced cut off fixture. With many reflectors, mounting configurations and other aptlans, flexibility is optimized. This allows for maximum spacing and increased econo- my. Units can be wall mounted or arm mounted, The housing is precision die -formed from one L Applied DecordMu Bd,,,j ruin 5.f Dort piece aluminum weldpd internally with a lormob cover, peaked for efficient water run off, silicone Mounting Configurations sealed, A formed aluminum door completely gas- T2-180 keted holds the clear heat -resistant, tempered glass lens. An extremely durable polyester powder coat isT2-90 T3-120 electrostaticallyelectrostatically applied aver a five -stage cleaning process, the best known pretreatment available. The IES Type Ii & III short cut-off, reflectors are made from specular Alzakl, contained in a separate compartment. The HID t-allast is mount- ed on a tray, removable without tools. All electrical connections are quick disconnect for easy, effi- cient maintenance. 'NQwpc,rt fixtures mounted at RO degrees from one another require an arm length of at least Tto allove for proper fixture 5 7 4 1 2 3 1 — spacing. Typical Components 0 Ll 1Housing of hoaAry gauge alurni, um 2. Reflector with, specilla, ALZAK"finish is mounted to an 71/8" aluminum support fr@rne. J i 3. Heat tempered clear glass lees is fully qasOied and mourted to an aluminum door frame, lorcniair,, moqulrr rriediurn base socl;(A: pulse rated. 1— 12" —1 14' HID Ballast mounted on a ur*i2ed modure fay for easy removal tonitate field vdrinq. EPA: 1.1 3. MGunting arm is heavy gauge extruded aluminum for square Size: 19 1/4" x 13" x 7 1/8" or round poles. T. Standard finish on all fixtures and arms is polyester powder. 2 Year Limited Warranty See colors listed. ETL Listed To ULI 598 Standards For Wet Locations Custom cGiors availabe ons;ult factor,. (CSA - Canada) Lighting Products, Inc. 150 Pewco)/Vay-ftlmington, DE 19804 Phone 302.892.9000 Fax302.892.9005 wwwriemcdighting.com perricoCoixrietcom.com E-1(2016) Mounting Options Shade Options 76p rriount Winston PLA -692 Mth 1AX-4 shade (Wall or Pole Mourri) Winston with 4-windowedrnidsec- tion and Gast Rings - W- I Shade Vinston with louvered midsection - F f n '"TINSP 11 ON Doubte Arrn PSC -28 WOOLLEY TEAR DROP LUMINAIRE Mounting it pes 11 . V. and V segmented killsystems Finish (Housing) Reflector SP#4'arrn-, square pole This stylish luminaire, with its sleek and practical ON, RP4=4' arm: round po,fe r) i design is capable of superior performance no matter rn 05Z=Dar,, Bronze WH=Whitt: R-5=iES -typo V Seginentcd Ordering Chart TYPE III GR-�reoi SM -Sliver tiletaffic FTzForward Throw what the lighting demand. The fixture's housing is I LAMP LANIP VOL -Is Premium colors are: NUMBER Sao "ountnq styled to provide full cut-off performance, ensuring VIR=\ierde Patina PP=Pewtor Patna 'Types If and V snmentel reflector sys- We 708� leis, 150S ,A)IN IR2 IE!S Type 11 'LeVeiing Knuf 70PSMH, 100PSMI-1. 120� 208 even light distribution, without compromising the night Side-rocrunt Winston with soh IR3 IES Ty eIII sky to light pollution. IR4 IES _1"ype IV 0pherial drepped lens Lutminaire Pole IR5 IES TypeV nn — midsection and W-2 shade Thy housing is made of castalirrinurn tipper dome and a spun The shaft is an extruded fluted or straight spnooth aluminuol Mounting Bectrical Finish Optical Midsections CR-(e,,t Rincis PC---PW1Q crpird Buttur, aluminum lower shade. The dcrne houses the ballast assembly body, trade of 6061J6 allcy, welded to a cast aiiiminurni BK=Blacx B=28 �I=Flat Lens glass "'Ynova, rnidsectiov 9hade w,1 or WQ FDruse., douLte 1' BZ-Dak Bronze INH'*Nte rGnFjat Fmsted Lens - glass midsecticn and tare lower poflion of the housing is designed to provide full anchor base made of 3aiv-Ti; a,urnintirri. Four gaivanized steel P&Top, Noumt IND =IpduvQrl Lame Premium Coors are, F3=ftizonlal Refltcicr Full Gut -Off Type N Skl=Side Potmt cul -o1 ciplics with "night sky compliance. anchor hells are included. A€l fasteners are stainless steel and SS=8jJver Sparkle CC=CusJcni QQlor R5Honzwtol Refledor lull Cut -Off Typa V Ordering Example IR5-VEWVerficai Refiertor Fall Cut -Off Type V The enclosure oas a heat-treated clear glass Ions, wNch is vandat resistant A servicing handhole and removable cover I WIN IR3 400 PSMH 240 PC VP I ordeingnurnber from, the Drdedrig Chartabove, The nurniaer in the example speci- sealed and gasketed for durabilty� and avei:ade as either a are r slendeId feature,,. Voilage Options Finish photo control button: verde patina finish. %inbe( dropped or flat styled lens, Finish 6,00 Armature The finish is a polyester powder coaling, efcctfostaficaliv The armalwe is extruded I V2' dia. alae ninuni pipe, 8063-16 applied and theunccufed over a five -stage chemical wash and allay, with a 180' bend to Gonform to the slandard'Shepherd', process. Available in co!ofs listed below. All RAL Crook` type arm. The luminaire is hold hi place on t -,c arm by colors are available, contact us for information. rnear3 of a leveling device with a rernavable door, allowing for EFTA: 1.80 Weight: 38 lbs the pole's shaft by means of a cast aluminum hub fitter, which 2 Year Limited Warranty sve'ded to fie arn-i and secured !W, the shaft, by arearis of three ETL Listed To UL 1598 Standards For set screws and a through bolt ;o prevent possible rotation. Wet Locations (C,13A - Canada) Meets IP -65 IGRESS Weather Pruat Testing (Entire Fixture) 10 1 Wets ANSI 3G Vibrabon Testing 136.31 - 2001 Typical Components Shown 111,,A): :AV A-UlliNL41 EJJNG Winston f Wrlre wilih 16- wndaKed mrdsec:trorr on Shepherd's Crook aarl- PU`�R F �01`011, (with decorative scm-3� and ;luted extruded prxe� I It Lill wim c1st allirrihnulfri case PLB- 193. See sedicir AA �J 1,1 f 1 1, 1] . . . ........... . ....... . . M C� Types It, 111, IV, and V It Z segmented taftertor systems are full cut-off _,T_ ARA� and "dark sky" compli%- ant when spetified with --- - ------ a, flat lens. ----- ----- L13 2611 Lighting Products, Inc. 150 Pamco W&y-Wilmington, DE 19804 Phone 302,892,9000 Fax 102.892.9005 www,pernrolighting.corn perinco@ix,netrom,corn. C-5(2016) ( Luminare Type ''B" & "U" ) 201 'the Newport I is the perfect fixture for parking lots, walkways, parking spaces, landscaping, stag - Ing areas, and access roads. Excellent quality and value are produced in every outdoor luminaire through durable construc- tion of premium materials, skilled craftsmen and sound engineering. Extremely high, performance is the end result. in this economically priced cut off fixture. With many reflectors, mounting configurations and other aptlans, flexibility is optimized. This allows for maximum spacing and increased econo- my. Units can be wall mounted or arm mounted, The housing is precision die -formed from one L Applied DecordMu Bd,,,j ruin 5.f Dort piece aluminum weldpd internally with a lormob cover, peaked for efficient water run off, silicone Mounting Configurations sealed, A formed aluminum door completely gas- T2-180 keted holds the clear heat -resistant, tempered glass lens. An extremely durable polyester powder coat isT2-90 T3-120 electrostaticallyelectrostatically applied aver a five -stage cleaning process, the best known pretreatment available. The IES Type Ii & III short cut-off, reflectors are made from specular Alzakl, contained in a separate compartment. The HID t-allast is mount- ed on a tray, removable without tools. All electrical connections are quick disconnect for easy, effi- cient maintenance. 'NQwpc,rt fixtures mounted at RO degrees from one another require an arm length of at least Tto allove for proper fixture 5 7 4 1 2 3 1 — spacing. Typical Components 0 Ll 1Housing of hoaAry gauge alurni, um 2. Reflector with, specilla, ALZAK"finish is mounted to an 71/8" aluminum support fr@rne. J i 3. Heat tempered clear glass lees is fully qasOied and mourted to an aluminum door frame, lorcniair,, moqulrr rriediurn base socl;(A: pulse rated. 1— 12" —1 14' HID Ballast mounted on a ur*i2ed modure fay for easy removal tonitate field vdrinq. EPA: 1.1 3. MGunting arm is heavy gauge extruded aluminum for square Size: 19 1/4" x 13" x 7 1/8" or round poles. T. Standard finish on all fixtures and arms is polyester powder. 2 Year Limited Warranty See colors listed. ETL Listed To ULI 598 Standards For Wet Locations Custom cGiors availabe ons;ult factor,. (CSA - Canada) Lighting Products, Inc. 150 Pewco)/Vay-ftlmington, DE 19804 Phone 302.892.9000 Fax302.892.9005 wwwriemcdighting.com perricoCoixrietcom.com E-1(2016) Mounting Options Shade Options 76p rriount Winston PLA -692 Mth 1AX-4 shade (Wall or Pole Mourri) Winston with 4-windowedrnidsec- tion and Gast Rings - W- I Shade Vinston with louvered midsection - C-6(42016) Products, Inc. 150 Pemco Way-Wilrinington, DE 19804 Phone 302.892.9000 Fax 302.892,9005 www.perricoliqhting.corn pemco@ixnetcom.com Isolux Chart (TYPE 11) ISOFOOTCAND E LINES OF HORIZONTAL ILLUMINATION Values based on 15 foot mounting height 2 NOWPORT I N 5'N IMETIL HALIOE 1 14, h SHORT TYPC H J Z, a 4 7 'T 1,75 r-7 7' .2 L 235, 9 2 s 7 21 Isolux Chart (TYPE 1111) ISOFOOTCANDLE LINES OF HORIZONTAL ILLUMINATION Values based on 20 foot mounting height Walt Mount PWMD-21 LAMP REFLECTOR VOLTS Pulse StertMetal Halide R-2AES type 1 20 208, 7OP&,AH 1, 'WPSMH, MIPSMIll-1, R-3-�IES:fyfpe It: '240,277 Mult�tap� 175PSMH R-5=tES Tyre V 480 Sirlgie-tap FT=Forward Thrmv Doubte Arrn PSC -28 WOOLLEY LIC. NO. 370841"--' Mounting it pes 11 . V. and V segmented killsystems Finish (Housing) Reflector SP#4'arrn-, square pole retl;rare full cut-off and ON, RP4=4' arm: round po,fe 'dark sky, tcon . ipliant: when",:s df, of i SP9=9a-ni, square pore rn 05Z=Dar,, Bronze WH=Whitt: R-5=iES -typo V Seginentcd Ordering Chart TYPE III GR-�reoi SM -Sliver tiletaffic FTzForward Throw MODEL {REEFLEECTOR MOUNT I LAMP LANIP VOL -Is Premium colors are: NUMBER Sao "ountnq Tgrts Kgh Pms sure Sodium Puse Clett, lv!oial alide VIR=\ierde Patina PP=Pewtor Patna 'Types If and V snmentel reflector sys- We 708� leis, 150S ,A)IN IR2 IE!S Type 11 'LeVeiing Knuf 70PSMH, 100PSMI-1. 120� 208 J Side-rocrunt Winston with soh IR3 IES Ty eIII 2008,250S,400S 150PSIH,175P&MH, 240,277 IR4 IES _1"ype IV 21KIPSI'Ahl, 400PSNIH Meld -tap tures maunted at W degrees from one anoffier IR5 IES TypeV nn — midsection and W-2 shade OPTIONS Mounting Bectrical Finish Optical Midsections CR-(e,,t Rincis PC---PW1Q crpird Buttur, S"arldaml ealpf, qne: DRzOrQpped Lem, - glass ai 'n'd-cctIM GR=Glov,' RNJs FSFuse, single BK=Blacx B=28 �I=Flat Lens glass "'Ynova, rnidsectiov 9hade w,1 or WQ FDruse., douLte 1' BZ-Dak Bronze INH'*Nte rGnFjat Fmsted Lens - glass midsecticn I AIM=Vvall �&urt 'NIT4,11LA-Tap 15aflaat i I Lou-,ered midsection GR=Greep. foetalf c R24tofizontal [Reflector Full Cut -Off i ype r P&Top, Noumt IND =IpduvQrl Lame Premium Coors are, F3=ftizonlal Refltcicr Full Gut -Off Type N Skl=Side Potmt VPnVerdopafi;te P?i Pe,ter Palina W=Hanzont_nl Reflector Full Cut -cif Typre IV Finish Option pole wth a 4" arm, 100 High Pressure Sodiurri Lamp, SS=8jJver Sparkle CC=CusJcni QQlor R5Honzwtol Refledor lull Cut -Off Typa V Ordering Example IR5-VEWVerficai Refiertor Fall Cut -Off Type V ,.Y R usdVe$ the crderirg uence. Select each part of the T� his example v -,q I WIN IR3 400 PSMH 240 PC VP I ordeingnurnber from, the Drdedrig Chartabove, The nurniaer in the example speci- fres the Winston fixture with glass reflector; 400 W meta' halide lamp" 240 volts: Model Reffectair Lam.) Voilage Options Finish photo control button: verde patina finish. %inbe( C-6(42016) Products, Inc. 150 Pemco Way-Wilrinington, DE 19804 Phone 302.892.9000 Fax 302.892,9005 www.perricoliqhting.corn pemco@ixnetcom.com Isolux Chart (TYPE 11) ISOFOOTCAND E LINES OF HORIZONTAL ILLUMINATION Values based on 15 foot mounting height 2 NOWPORT I N 5'N IMETIL HALIOE 1 14, h SHORT TYPC H J Z, a 4 7 'T 1,75 r-7 7' .2 L 235, 9 2 s 7 21 Isolux Chart (TYPE 1111) ISOFOOTCANDLE LINES OF HORIZONTAL ILLUMINATION Values based on 20 foot mounting height MODEL MOUNT NUMBER Sec tlouriting Types hvf'T4" Arm -Round Pole 4'Amn-Squaine Pole 9'Arrn-- Rourd Pole r`Arnn$qusrQ Pole LAMP Nigh Pressure Sef.,iurn 70S, 100S. 150S 200S LAMP REFLECTOR VOLTS Pulse StertMetal Halide R-2AES type 1 20 208, 7OP&,AH 1, 'WPSMH, MIPSMIll-1, R-3-�IES:fyfpe It: '240,277 Mult�tap� 175PSMH R-5=tES Tyre V 480 Sirlgie-tap FT=Forward Thrmv OPTIONS WOOLLEY LIC. NO. 370841"--' Mounting Electrical Finish (Housing) Reflector SP#4'arrn-, square pole PC=Photo Control Buttart ON, RP4=4' arm: round po,fe INEWPORT 1 BK -black BZ41Gdi Bronze 14-3'-11ES Type III Segmented SP9=9a-ni, square pore rn 05Z=Dar,, Bronze WH=Whitt: R-5=iES -typo V Seginentcd RP99'arm: round poign TYPE III GR-�reoi SM -Sliver tiletaffic FTzForward Throw iNW4=4' airn wood poile or wall nnourit Z7) Premium colors are: , irqvi`9411' area wood PNP, or wail mount 0 VIR=\ierde Patina PP=Pewtor Patna 'Types If and V snmentel reflector sys- iS$=House Side Shield J SS, -Silver Spaekle, CC--Custorn color tams are full cut-off and 'dark sky'compliant VG=Vandal Guard Shiltud Qt� when specified with a flat lens. AF=Actustable Filter 'Ne,vVcdrix tures maunted at W degrees from one anoffier 06=Dircoradve Band requu an arm[onqlh ofarczsr 9- to a,lcwr nn — spadng. Ordering Example LLJ 00 This example illustrates the standard orderinq U 7 sequence. Select each part of the ordering number 1,75 R-3 120 BZ FS from the Ordering Chad above. The ncirn6er in the I 0 example specif es the Newport 1, mounted or, a scliare Model Mountling Larrip, Reflector tioftage Finish Option pole wth a 4" arm, 100 High Pressure Sodiurri Lamp, Number T!"pe L IES Type III reflector, 120 voila, single fuse in a bronze ,.Y f �; I �rl�Z 7 6,00 MODEL MOUNT NUMBER Sec tlouriting Types hvf'T4" Arm -Round Pole 4'Amn-Squaine Pole 9'Arrn-- Rourd Pole r`Arnn$qusrQ Pole LAMP Nigh Pressure Sef.,iurn 70S, 100S. 150S 200S LAMP REFLECTOR VOLTS Pulse StertMetal Halide R-2AES type 1 20 208, 7OP&,AH 1, 'WPSMH, MIPSMIll-1, R-3-�IES:fyfpe It: '240,277 Mult�tap� 175PSMH R-5=tES Tyre V 480 Sirlgie-tap FT=Forward Thrmv OPTIONS WOOLLEY LIC. NO. 370841"--' Mounting Electrical Finish (Housing) Reflector SP#4'arrn-, square pole PC=Photo Control Buttart Standard colors are: R-2=LIE4Type it Segmented RP4=4' arm: round po,fe FS=Fuse, single BK -black BZ41Gdi Bronze 14-3'-11ES Type III Segmented SP9=9a-ni, square pore FD=Fuae, doubt( 05Z=Dar,, Bronze WH=Whitt: R-5=iES -typo V Seginentcd RP99'arm: round poign 11-49duclion Lamp GR-�reoi SM -Sliver tiletaffic FTzForward Throw iNW4=4' airn wood poile or wall nnourit Z7) Premium colors are: , irqvi`9411' area wood PNP, or wail mount 0 VIR=\ierde Patina PP=Pewtor Patna 'Types If and V snmentel reflector sys- iS$=House Side Shield U. - SS, -Silver Spaekle, CC--Custorn color tams are full cut-off and 'dark sky'compliant VG=Vandal Guard Shiltud Qt� when specified with a flat lens. AF=Actustable Filter 'Ne,vVcdrix tures maunted at W degrees from one anoffier 06=Dircoradve Band requu an arm[onqlh ofarczsr 9- to a,lcwr for propel fixture spadng. Ordering Example LLJ 00 This example illustrates the standard orderinq U _J sequence. Select each part of the ordering number NPT I SPS 100S R-3 120 BZ FS from the Ordering Chad above. The ncirn6er in the I 0 example specif es the Newport 1, mounted or, a scliare Model Mountling Larrip, Reflector tioftage Finish Option pole wth a 4" arm, 100 High Pressure Sodiurri Lamp, Number T!"pe Z D IES Type III reflector, 120 voila, single fuse in a bronze 0 polyester powder coat flnish P' �'iiWK.0 Lighting Products, Inc. 150 Pemco Way -Wilmington, E 19804 Phone 302392,9000 Fax 302.892.9005 www.pemcolighting.com pemco@ix.,fletcom.com E-2(2016) JFV_�n� l WooLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Vir&ia 22902 (434) 973 0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT SITE LIGHTING /__X DETA ILS I Job Number: 1640 �il OP X Z --ERIC W. WOOLLEY LIC. NO. 370841"--' 4-14-2017 NAL Av C) Z rploo ae� / rN U < Z7) ry U_J 0 > Lei U-3 U. - r%.100 Qt� < < U_J LLJ 00 ry U _J > LL LL_ 0 0 Z D 0 LU SITE LIGHTING /__X DETA ILS I Job Number: 1640 �il OP X Z --ERIC W. WOOLLEY LIC. NO. 370841"--' 4-14-2017 NAL Av Date: January 20, 2017 Revision: April 14, 2017 Scale: As Noted Sheet NO.: S L2 •0 23 of 28