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HomeMy WebLinkAboutSDP201900028 Plan - Approved Major Amendment, Final Site Plan 2020-11-191. 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 210 5th Street NE Charlottesville, Virginia 22902 Tel: 434.973.0045 3. Source of Information: County Research and/or Owner provided. 4. Source of Survey: Kirk Hughes & Associates (Topographic Field Survey), August, 2016 Topography was field -verified by Woolley Engineering in August, 2016 & May, 2019 5. Parcel Information: TMP 32-6A2, 460.60 acres Proposed lease area: 7.115 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 New Drainage Easement, New Private Street Easement, and New Boundary Line Adjustment: DB 5352, p 224-234 New Waterline Easement: DB 5311, p 97-108 Zoning: PD-IP, This Property lies within the Airport Impact Area (AIA) Portions of the site lie within the Managed and Preserved Steep Slopes Overlay Districts 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 Parcels Affected by this Amendment: TMP 03200-00-00-006RO (Parent Parcel) TMP 03200-00-00-019GO (Town Center One) TMP 03200-00-00-019J 1 (Town Center Three) TMP 03200-00-00-006A2 (Town Center Four) 6. Adjacent Parcels: See Existing Conditions Exhibit Sheets C2.0-2.3 Current Use: Research Park 7. Proposed Building Statistics Proposed Use: General Office Space Number of Floors: 4 Gross Building Square Footage: 108,568 sf Floor Area Ratio: 0.36 Maximum Building Height: 65' Proposed Building Height: 61' Lot Coveraae: (Proposed Building Footprint: ± 27,201 sf (9%) Parking and Hardscape: ± 174,212 sf (56%) Interior Landscaped Areas: ±41,262 sf (13%) Open Space: ± 67,472 sf (22%) Maximum Impervious: ± 201,413 sf (65%) 8. Parking Statistics A. Town Center Parking Spaces Required: 1,411 spaces Town Center Parking Spaces Proposed: 1,146 spaces Combined Town Center Reduction: 18.8% See C4.1 for additional parking information B. Traffic Demand Managment Reductions: See C4.1 for reduction totals C. Provided Parking Spaces: On Site: Regular HOV Space Motorcycle Space Handicapped Total Spaces Town Center 1 199 10 13 7 229 Town Center 4 313 14 0 8 335 Combined: 512 24 13 15 564 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 Construction 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). K. Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineered design. Walls require inspections as outlined in the USBC. L, Accessible parking spaces and access isles shall not have a surface slope greater than 1:48. Access isles shall be at the same level as the parking space they serve. M. All water lines, sewer lines, and fire lines from the main to the structure must have a visual inspection performed by the building department. N. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 0. Contractor shall notify the Owner and Engineer of any plan defects, errors or omissions immediately. ' 1 A } 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 ACSA officials at the start of the work. (2) The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. (3) 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. (4) All materials and construction shall comply with the current edition of The General Water and Sewer Construction specifications, as adopted by the ACSA. (5) Datum for all elevations shown in National Geodetic Survey. (6) The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). (7) 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. (8) All water and sewer appurtenances are to be located outside of roadside ditches. (9) Valves on dead-end lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. (10) Trees are not permitted in the ACSA easement. (1 1) The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends The Safe Drinking Water Act). (12) The sewer lateral beyond the connection at the sewer main shall be private. The sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy county testing requirements. Visual inspection of the sewer lateral stub -out shall be witnessed by the County building inspections department. This inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. (13) The sewer lateral beyond the connection at a manhole shall be private. Visual inspection and pressure testing of the sewer lateral shall be witnessed by the County building inspections department. This inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. (14) The fire sprinkler main downstream of the gate valve is private. Visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the County building inspections department. This inspection shall occur under an "other plumbing" permit which must be obtained by the contractor. (15) All flushing of fire sprinkler mains shall not occur until approval is given by the ACSA. 12. Stormwater Management A. The site will primarily drain via 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. C. This amendment proposes a reduction in impervious surface, so the stormwater management approach shall remain the some as the previous amendment (SDP201600051). See C1.1 for impervious surface calculations. D. VSMP/WP02017-00014 approved May 9, 2017. 13. Research Park Total Buildout Statistics (approved building areas from previously approved site development plans) Approved Total Building Project Name Year Acreage Buildings (sf) Constructed (sf) Microaire (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 4.8* 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 2008 4.7 89,814 85,392 Town Center Four 2019 7.1 * 108,568 Total 45.5 601,687 488,151 * revised with this site plan amendment Capacity Developed/Sold Total Remaining Acerage Approved GSF Dev. GSF 307.0 3,700,000 3,700,000 45.2 601,687 488,151 261.8 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. Hazardous Materials: no hazardous materials, including medical wastes, shall be disposed of within the project. SITE DEVELOPMENT PLAIDS 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, 2008: Minor Site Plan Amendment. Town Center Three building's eastern entrance was amended to allow for more sidewalk. Two parking spaces were removed. The decorative site lighting was also amended to a different fixture. SDP200900035 October 23, 2008: Minor Site Plan Amendment. Update the planting boundaries which surround the courtyard for Town Center Three and to provide temporary vegetation which will be removed when future buildings within the Town Center District are developed. SDP201600051 September 12, 2017: Major Site Plan Amendment. Revised Town Center Four building, utilities, and hardscape. PhasingNarrative: This amendment is for the development of Town Center Four. The previously approved site plan was for the construction of Town Center Three and Town Center Four. 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, sidewalk 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 runoff 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 Blvd. will be constructed with this amendment. 3. Site improvements included in this amendment are illustrated on this plan. EM C 1.0 Cover Eg C1.1 Major Amendment Exhibit C2.0 Existing Conditions Exhibit C2.1 Existing Conditions Exhibit Cont. EM C2.2 Existing Conditions Exhibit Cont. IM C2.3 Park Boundary Exhibit EM C2.4 Lease Boundary Exhibit 119 C2,5 Demolition Plan IM C3.0 Critical Slopes Exhibit EM C4.0 Layout Plan EM C4.1 Town Center Parking Plan EM C4.2 Road Plan and Profile C4.3 Sight Distance Profile C5.0 Grading Plan C5.1 Spot Elevation Plan EM C5.2 Spot Elevation Plan Cont. C6.0 Utilities Plan 131 C6.1 Waterline Plan and Profile EM C6.2 Waterline Plan and Profile Cont, C6.3 Storm Drainage Profiles C6.4 Storm Drainage Profiles Cont. C6.5 Yard Drain Plan & Profiles C6.6 Utility Profiles C7.0 General Details C7.1 General Details EM C7.2 General Details 1111 L1.0 Landscape Plan L2.0 Landscape Details S 1.0 Structural Details SL1.0 Site Lighting Plan EM 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 ❑ ES3.1 Erosion and Sediment Control Details Cont. Filled Box Indicates Drawing Included in Set SIGNAITURE PANEL r 111 l 4,2 V 11 Albemarle Co. Dept. of Communit Development - Planning Division Date Albemarle Co. Dept. of Communit Development - Zoning Division Date Albemarle Co. Dept. of Communit Development -Engineering Division Date Albemarle Co. Dept. of Communi y Development - Building Inspections Date Albemarle County Department of F re and Rescue Date Albemarle County Service Authority 11 / Date i ) Virginia Department of Transportati Date 17 boLLEY ENGINEERING Consulting � Civil Engineers 210 5th Street NE Charlottesville . Virginia 22902 (434) 973.0045 www.woolley-eng.corn Landscape Architect Iced Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 Q T Q U Z Q LI 0 UJ V) O > LU LU W Q W m v Q LL 0 0 D ~ o � U w Z r Job Number: 1640 .9 op -. ERIC W. WOOLLE1 LIC. NO./37088 �0�/ .ss Date: May 20, 2019 Revision: May 23, 2019 August 26, 2019 December 20, 2019 July 30, 2020 Scale: Sheet No.: copyright Qo 2019 by Woolley Engineering J ' / r s t 1 1 g — /( \ __ - - - - - -----_ - > r' ----------..--- ----_. -- �°�". a a� v„ �, � »a � - •.. ' __----_-----__-------._—__...._._-_ �« r > ----__. _ _.. d� Ole H `. / / / y✓"0.0 �'m f Ill-` --.A- ••`°z��� "`�;u, "`'-- "�., '''•-„_ 1 If .00 ✓'\tl\ j / ! `YV' J �E X 'HIBIT `NLY w` ® ♦tea r 4 I�NOT FOR CONSTRUCTIONp ` ♦♦ —,m.....'�Y..�.-. '"'.°'.'`"''"�.s� > ♦�``, r /.�♦ `—/ ¢� l � � � '.l � j'� \�\ \\ � i,�F ��� +,.,,gam_ �a,, .. v. ,` ♦`. v", A� \% -------------- r A / g — "_--...�'.e„�"'•,„� t� ♦ems .♦♦ ZZ Qj o Q �! 11 !l !�y/I r � _ - ! , l l pi l , � l ."..-�1" J \ 'a,$ •-. .a'� `g. ''•,,. `* Otis iay '`". ♦... / ! ! �1 / o� � 1 J 1 t / ! J � / ! J J 1 J 1 /t \ \ 5� \ J { i 1 \ \ J/ / I J / / I \ / J \ t / I I I Igo 0 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: 267 HOV: 22 Low Emitting or Fuel Efficient Vehicle: 16 Handicap: 8 Total: 313 Ov 0. � o-' � � / � >• l � l � ! � ,� 1 !� ,/1 ®,_r 1 art, .-,a`.,,- ""�,.e `.,, ',�, �lj : J!� (l 11 � �'�`'-''JJ J.® '����'.`= �5"� ♦`'♦ ~~♦�. ��'m' NOTE. JE I, '� `_✓ ,�,� �`A'�, `�$� > ♦� ' ;! 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WOOLLEY LIC. NO. 3708 Ai 12-20-2019 1 0NAL Date: May 20, 2019 Revision: August 26, 2019 December 20, 2019 Scale: 1"=40' copyright © 2019 by Woolley Engineering DRAINAGE STRUCTURES DRAINAGE STRUCTURES (CON'T) DRAINAGE STRUCTURES (CON'T) #I THRU J20 NOT USED #38 DI-3B L=3' J57 DI-3B L=6' 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. IN= 550.7' 4" P.V.C. IN= 543.4' 18" R.C.P. IN= 511.7' 78" R.C.P. OUT= 544.9' 15" R.C.P. OUT= 542.0' 18" R.C.P. OUT= 511.6' #39 END SECTION 158 DI-12 122 D1-3B L=8' ES-1 15" R.C.P. OUT= 510.5' TOP ELEVATION= 547.84' TOP _ELEVATION= 522.92' 15" R.C.P. OUT= 543.7' 18" R.C.P. IN= 509.9' 140 D1-33 L=6' 18" R.C.P. OUT= 509.7' TOP ELEVATION= 524.71' J59 DI-3B L=6' 15" R.C.P. OUT= 511.4' TOP ELEVATION= 550.98' 123 MANHOLE 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' 24" R.C.P. IN= 510.6' J60 DI-3B L=6' 15" H.D.P.E. IN= 514.9' J42 DI-3B L=6' TOP ELEVATION= 547.63' 6" PVC IN= 516.1' TOP ELEVATION= 521.23' 18" R.C.P. IN= 540.2' 24" C.M.P. OUT= 508.4' 15" R.C.P. OUT= 512.7' 18" R.C.P. OUT= 540.2' J24 DI-3B L=12' j43 D1-3B L=6' J61 MANHOLE TOP ELEVATION= 521.6' TOP ELEVATION= 522.46' TOP ELEVATION= 542.91 ' 8" P.V.C. 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' J25 DI-3B L=14' J44 DI-3B L=9' J62 DI-3B L=10' TOP ELEVATION= 525.8' TOP ELEVATION= 521.18' TOP ELEVATION= 539.89' 15" R.C.P. OUT= 522.0' 15" R.C.P. IN= 516.8' 18" R.C.P. IN (FROM 161)= 534.1' 4 " P. V. C. IN= 518.2' 15" R.C.P. IN (FROM j63)= 534. 5' J26 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= 5/8.7' J45 Dl-3B L=10' 18" R.C.P. OUT= 518.7' TOP ELEVATION= 519.37' J63 DI-3B L=6' 15" R. C.P. IN (FROM 144)= 515.1 ' TOP ELEVATION= 542.71 ' J27 DI-3B L=12' 18" R.C.P. IN (FROM J46)= 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 j 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' J46 DI-3B L=10' TOP ELEVATION= 533.54' 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 ' TOP 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' 141 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 J49)= 521.6' J29 DI-3B L=6' 18" CONC. TROUGH IN (FROM 148)= 524.8' J66 TWIN BOX CULVERT TOP ELEVATION= 527.4' 18" R.C.P. OUT (FROM 146)= 521.0' INLET INVERT ELEVATION= 434.8' 36" R.C.P. IN= 506.2' 36" R.C.P. OUT= 505.8, J48 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' J68 END SECTION 36" R.C.P. IN= 5039' J49 DI-12 ES-1 54" R.C.P. OUT= 452,93' 36" R.C.P. OUT= 502,0' TOP ELEVATION= 530.19' 15" R. C. P. IN= 524.3' J69 END SECTION J3I END SECTION 15" R.C.P. OUT= 522.2' ES-1 54 " R.C.P. IN= 459.0' 36" R.C.P. OUT= 497.7' 150 DI-3B L=8' J70 OUTFALL #32 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' 171 4' DIA. C. M.P. RISER 27" R.C.P. OUT= 491.0' TOP ELEVATION= 481.28' J51 DI-3B L=10' 24" C.M.P. IN= (INACCESSIBLE) J33 Dl-7 TOP ELEVATION= 537.97' TOP ELEVATION= 547.47' 15" R.C.P. IN= 529.5' 172 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' J52 DI-33 L=12' 173 D1-3B L=12' J34 DI-3B 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 I38)= 5430' 15" R.C.P. OUT= 530.2' D1-38 L=8' 4" P.V.C. IN= 549.2' TOP ELEVATION= 516.21' OP T 36" R.C.P. OUT= 528.0' 153 DI-3B L=8' (FULL OF SEDIMENT) TOP ELEVATION= 536.23' J35 D1-38 L=4' 15" R.C.P. lN= 531.5' #75 D1-38 L=6' TOP ELEVATION= 550.83' 4 " P. V.C. IN= 533.3' TOP ELEVATION= 517.41 ' 36" R.C.P. IN= 526.2' 15" R.C.P. OUT= 53I.4' (FULL OF SEDIMENT) 36" R.C.P. OUT= 526.1 ' 54 MANHOLE 176 DI-3B L=8' J36 DI-38 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= 501.8, 36 " R.C.P. IN= 511.6' 15" R. C. P. OUT= 535.1 ' ?" R.C.P. OUT= 507.7' 36" R.C.P. OUT= 511.5' 55 D1-3B L=8' J77 DI-3C L=6' J37 DI-3B L= i3' TOP ELEVATION= 543.10' TOP ELEVATION= 517.78' TOP ELEVATION= 553.53' 15" R.C.P. IN= 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' #78 DI-3B L=8' J56 DI-3B 1=8' TOP ELEVATION= 519.11' TOP ELEVATION= 545.63' 15" R.C.P. IN= 510.3' 15" R. C.P. IN= 54 1. 1' 18" R.C.P. OUT= 510. 1' 4 " H. D.P. E. IN= 542.1 ' 15" R. C.P. OUT= 541.1 ' #79 D1-38 L=8' TOP ELEVATION= 519.17' 8" RV.C. IN= 515.4' 15" R.C.P. OUT= 510.9, SANITARY SEWER STRUCTURES SANITARY SEWER MANHOLE J1 TOP ELEVATION= 534.47' 8" P. V. C. IN= 517. 6' 8" P. V. C. OUT= 517. 4' SANITARY SEWER MANHOLE 12 TOP ELEVATION= 53303' 8" P.V.C. IN & OUT= 5135' SANITARY SEWER MANHOLE J3 TOP ELEVATION= 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 #3)= 4939' 8" P.V.C. OUT= 4938' SANITARY SEWER MANHOLE 15 TOP ELEVATION= 478.04' 8 " P. V. C. IN= 4 70.2' 8" P.V.C. OUT= 470.2' SANITARY SEWER MANHOLE #6 TOP ELEVATION= 523.42' 8" P. V.C. IN= 516.1 ' 8" P.V.C. OUT= 516.3' SANITARY SEWER MANHOLE 17 TOP ELEVATION= 52354' 8" P. V. C. IN= 514.8' 8" P. V. C. OUT= 514. 6' SANITARY SEWER MANHOLE 18 TOP ELEVATION= 523I3' 8" P. V. C. //V= 513.3' 8" P.V.C. OUT= 513.I' SANITARY SEWER MANHOLE 19 TOP ELEVATION= 478.44' 8" P. V. C. IN (FROM J5)= 4 68.6' 8" P. V. C. IN (FROM #I3)= 467.8' 8" P.V.C. OUT (TO #10)= 467.6' SANITARY SEWER MANHOLE J10 TOP ELEVATION= 459.03' (LID SEALED) SANITARY SEWER MANHOLE J1I TOP ELEVATION= 455.51' (LID SEALED) SANITARY SEWER MANHOLE 112 TOP ELEVATION= 457.92' 8" P. V. C. IN= 441. 4' 8" P.V.C. OUT= 441.2' SANITARY SEWER MANHOLE #I3 TOP ELEVATION= 483.99' 8 " P. V. C. IN= 471.8' 8" P. V. C. OUT= 471.5' SANITARY SEWER MANHOLE 114 TOP ELEVATION= 550.12' 8" P.V.C. IN= 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 LINE 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 O = MANHOLE ® = WATER VALVE -6- = FIRE HYDRANT p� = GAS VALVE = UTILITY POLE = LAMP POST E3 = WATER METER �i = WATER MANHOLE = ELECTRIC VAULT & MANHOLE ® = TELEPHONE VAULT & MANHOLE 0 = TELEPHONE JUNCTION BOX © = ELECTRIC JUNCTION BOX W = ELECTRIC TRANSFORMER 0 = GAS METER a = SIGN POST o = POST or BOLLARD ® = IRRIGATION CONTROL VALVE d = STANDPIPE (D = EMERGENCY TELEPHONE 0 = TREE or BUSH X = SPOT ELEVATION ® = WATER METER ED = WATER VALVE 0� = 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 -BUILT PLANS, AND SITE PLANS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNDATION; 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 INFORMATION: 1-800-552-7001 4.) PREPARED FOR: UNIVERSITY 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 OUTSIDE 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 KIRK 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 METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901376 REV: OOA 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 CIVIC 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 CTL 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 CVL 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 DOM 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 LMS 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 LTC "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 CIVIC 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) 05/19/16 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 LIC. NO. 1458 Al2-13-2019 S U PO, "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901387 REV: OOA 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 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 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 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 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 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 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: OOA 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 CMC 1 CTL CVL LMS LTC 90 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 COMCAST (CMC001) 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 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 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 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 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 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 RAPPAHANNOCK ELECTRIC (REC506) 05/20/16 09:45 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: UTILIQUEST (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. WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville a Virginia 22902 (434) 973.0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE 1 Ah U z �- LU l ''' Lu LLJ LU it U_ L' _ 0 0 , U-„I EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: May 20, 2019 Revision: August 26, 2019 December 20, 2019 Scale: As Noted Sheet No.: copyright © 2019 by Woolley Engineering . . . . ......... . .. ............ A Wbmu Y ENGINEERING Consulting Civil Engineers 210 5th Street NE LLJ Charlottesville - Virginia 22902 C) (434)973.0045 N www.woolley-eng.com LLJ LLJ CD Of CIO L-j L- LLJ �5 Of Landscape Architect Of r-� Red Clay Landscape Arch. co 912 Sixth Street SE o Charlottesville, Virginia 22902 Owner NOTE: -54 Univ. of Virginia Foundation SEE SHEET C2.0 FOR One Boar's Head Pointe SURVEY INFORMATION Charlottesville, Virginia 22903 P: (434) 982-3777 co 4�,PE- GAS - ., /i % / A =127 3. 7 + 767 7 g�tiNN 63 F- 7. 5 1 "IAJ S y,-30'A 5 X MAJOR x + SITE PLAN 551.4 417 20 `� 1 / ,/ x.551..eo 5 AMENDMENT 552.3 .7 x N /6-0 20' WATERLIN ESM' I /- ' -642 2 WATERLINE ESM'T. 55�.5 B 1964-650 WALL N 551.6 x 0/ 12" -DIP 'L 18 554.3 7 549.6 RCP x 43� '101 1554.6 .0 550.6 x*� 50. o4 + 1554. x 5517 e 546. T DISTANCE 6 55J. 6 552.6 551.4 550.5 DS 49o"-EMER S Z'3.2Z26 x x 3 Z� E OL co .551.6 523.6 523, / /, / I 550.6 x 549.7 523.8 15524 0WATERLINE ES T. II 551.,6 X 6 D13 1964-650 x523.5 cON�52.9 X RESEARCH PARK BLVD. co 2,.x4 66' SHARED DRIVEWAY ESM'T. v x Lj-) C� x 551.4 549.5 (PRIVATE) L`- hk�5 LLj 550.5 x x 551.6 5214 PT) DB 3413-719 PLAT > 522.. LU LL E3.3 5491 52�, 3 %CO J 4 549. J Kc 551.8 x ee X FFE=524.18 5 JOU.1) Uk� x 529.2 A x x522.11 549, bml - 541.J TAX MAP 03200-00-00-019GO TAX MAP 03200-00-00-019JO rl-- �48 x 525.5 UNIVERSITY OF VIRGINIA UNIVERSITY OF VIRGINIA FOUNDATION z 5� 1. Lq Uu LU 5475 522., FOUNDATION D13 2712-325 8 `2 LAY 4 3 / / } 1 / / , f' DB 2712-325 D13 3413-719 PLAT 551.9 V 4"o DB 2226-642 PLAT "TOWN CENTER 2" zu DIU[-\Ivl "TOWN CENTER 1" < DB 2�16-642 PLAT x \ 1-0\\ LL x JjU.%e 521 J -1 / V C-) -549.2 522.6 / / 0 \ x 6242 C 52�4 W LL- CONC 20' STORMESjV'T 9� D3 4957-705 549..' (PRI VA TE) x jl�/.j S ESM'T. �(PRITVATE) :D I /j� \\ \!I I`PLAT Q) LN4 325.4 1�j , N/ I-- i '\ 11 \\ \ Co Zi'T4 ! \ \ \\ ! r 521. 5 522.1 OZ6.0 I I \\ 2 U -701 �2Y Z X 2,2, W7.6 x 522. 549 x Uj X 116.15 b i 24 354 7 r.�, 5ji. 4 x 522.3 IQ z q/ 554j 511. 7, 1 529,3 x 522. x546.5 26 STORM LSm T,5278 522 7 1 dill DB 1-7SY-"240 t ' I 522, 52 C� #4 % / -719 PLAT 20' SAN. SEWER ESM'T. DI3 3412 :D 25.4 552.91 (PRIVATE) 'U x 5 1�,M t-�M I. x '0. �M- x 522.9 4 524.5,,- Z-: FO 522. 1 07 ',� C� I 1 �t265 �j 52 EX M.H. 546.6 1 x 529. J V x t / f 9 531.4 J,) 52J,-Z 544.4 I�ZW� x 'CO %i 527.6 1 5341 R, E SEA� C H) AR )B �N C Ja- STREET 'E PRI� zv- 20 SAN. SEWER ESM'T. EXISTING U11 U 294 �LAY 20 SAN. SEWER ESM'T. �2 54�7 '7 7,5" 74 DB 3412-719 PLAT DB 3313-139 111cp x ivc ! / / / f / I x 529.2 520.4 (PRIVATE) CONDITIONS 558. x i f/ ,/�/ / 547.Oi / / �' ;284 8.3 r\ __, r. % �8.1 ! / / \ J l l 535.5 / ' t t J l 'i l 1 rl l 4 LU JIUMV1 LJIVI T. 3 TAX MAP 03200-00-00-019,11 EXHIBIT - 64�2-PLA-T-___-----/ �21. -- 7--- --- DR\ 2226 1-1-5-286 / '\ j� CONC UNIVERSITY OF VIRGINIA FOUNDATION / , / h�` % / t i I \ / / lu D13 2712-325 1-0 10 'YARKING 5272� 528.6 52J. DB 3792-292, 294 PLAT V, 1 04 1 "TOWN CENTER 3" x FFE=520.41' Job Number: 11 u X �l `�l i I \ .��� % 2�J-{TIRM ��M T I l ! / / ! / / !' / / ,' X 5282 X FFE=520.48' 1640 I / !l ! % !I Q �, 11 /J / / -_� x 527. 5286 x 528. x ESM. / 524.J x 534 519.5 1 528.6 x x x 8-5 - c) 526.8 PR h + IA' I 9,0 Ct A S, 16'06'05" E 534. / ' �' l % 1 %� x ',\I �\ �-) / 52.J ,52Y4 524.4 0 524.3 X A5A x on 524.4 / it�,�/ l // I 59. l `526. J x 1/! l / i �' 4 /; / -x 526, 1 5253 x TAX MA Up UQ )()AP S11 5 S11 UNIVERSI 0jr M Glk 52J. 4 52J. 4 R I I Q N x P 'Z� x DP 7 Wo I bu -J, 9172 10 tj 0 bur 9 5 x D[3/1084�2 5 PLAT V FF'- /(9 Date: 51 5t 1 I9.9 N May 20, 2019 518.4 - x 521.9 x z J / P�' r ! ��= - \ \ 4��0 '. 0/46 CONCIC7 Revision: X x 40 0 40 80 120 August 26, 2019 2Q-�'�' TERLINE 1 �U j;w 4 9 I PH 11H I December 2 2019 A) C zo, ESM,T 05 4Y�)I--�, 15" R t,5Z-Rc-pl DENSE TREq A s�� / f l ; \� \� i I I \ \ 517.4 (PRI VA, CONTOUR INTERVAL 1' F5 3 Ii/ 5 �/; JIi / / _- - 11 \"--\2d' STOR' 7. 42 51 5172 0 ---------- Scale: -T 516. j MATCHLINE (SEE SHEET C2.2) x 315, ill 40' ;K0 MOW, w- v, Sheet No.: W\�E S4 TREES ' 'I I r / i � � \ '`\ I , I 1 f 1 �� _� --''-_ \ `\� � 4.7 cL X , lh OltLbab 9155 A 1H ulj�,Vvr WL 8" DIP 52,1 544.5 5�4.6 �45 Cz I -545.5 9 Ka� O _ x ` / .--- ! t � � ! t 1 i E I \ \' � \ \ _..--- --" Y1 \ ` 1 , i t _��'_._..__-..,.._.__.._.'.-"'.-._ , Cj ��-. \' !,, � \ e \ 1 ,\ 545 ; t \ �� � \ \ � 544.4 '545. 4 of 36 copyright @ 2019 by Woolley Engineering Z �536 544.4 xl� / If / // x / '/� / %v/ate 28 / / /� 5 7 /!i \ \U 75276 3z� �, J %/ /j / \ p l � 5 / r:' / \ \ \ x 1W b KNIV i S `NLLI /ESM' 4 l I x52 P, L) C-D ?CIO 528.5 x 529.2 559. x g /�! _/ r'� J / X 547 0/\ � . / r � 5284 j 528. STORM ESM'T. j2'1 ---- x x 5286 �` l ; / 11 / / �// i I o° f / \ r' r� \, = i ; �529.6 I I/ /,� / '// l B 00 10, R b lh 527,�� E?\ 528.6 52J. 5J4 �1/ i B 226- 2T4?M ",5262 x (,' . / l l l l� I �cl lJ x 521( / I l Q8. @9 4951-705 C) 528.6 x5 3 20' ISTPRUIESMIT (P)TI 524..." 528.6 x 04, VA TE) )H 4957,-705 B-5 �26. 8 C -30 / , / ' l i i �TE� 24.6 Cb x S 1 b-Ub U�) L 52Y. J 524.4 0 04. 524.3 l /; / I l :,W (, 1 ` ( m , j I \ x 526 3 /x 524.4 / 19.6 526.6/' x L 5253 x W.6 TAX MAP 0. 20 r-vu )PHUbAp x \21i UNIVERSI OF /Vl •U�fll FUqNDATIQN 7,9-- DPB 5J8. 5 x 5�4 q/ H jS q�j \ / J `� \ �._ // A: L DIIAT 52�6( NC vc 20' SAN. SEWER ESM'T.. 20' SAN. SEWER ESM'T.. j D13 3313-139 x C DB '412-719 PLAT (PRIVATE) TAX MAP 03200-00-00-019J1 UNIVUNIVERSITYOF VIRGINIA FOUNDATION L'.j DB 2712-325 CD r--j 7 D13 3792-292, 294 PLAT = F-- "TOWN CENTER 3" U 4 FFE=520.41' LLJ QC) :� V) X FFE=520.48' x,i � 2f CD X ch� 00 NOTE: SEE SHEET C2.0 FOR SURVEY INFORMATION P% v 539.4 18i 11 X I/ M C) -177 x 7-7 518.5 510.4 17, x A 30, 1875 518.521.4 17, 518. ---x LE 20 STORM� ESM'T /z I 1 I f D3 4957-Y05 T9 S 53 '' 5114 (PRIVATq) v \ 20\STORN ES %4D V x Z �0 �DkhSk TEES U DEN SE. TREES ''------ �-'� , 1 + � 1 � 1 ' ` 1 � ` , I \ \ � I I � % i � \ ; } �\\\ • � \cJo � \`' .` \ 1 � r '514.7 �515. s , � � � � ---_ � <. j -�' ',...„. I \ 1 � t i I 1 � 1 t � \ I ' � t 1� ``+ �A V �� - `` 1� 1 /l� '" - `', `- 'tii x + V� 1 1, z GP CONqC? bl� -� y' ® a,` \\ �l / 1' 1 I514;E, ------------------- 7j '1 1711 5JI.-7 2 GA� DW t (It ! f f j/� I / / (1�/ / % / - - _ �_ --'f -. - .`=- ; lry` �_ WL 811 DISC�& X ------ x X\," 574,6 544.5 o ' . _..... 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X 466,E E NSE TREES 49.5 6 V66 -E�- V 9 0 -D(NjSCjT ES DENSE TREES - 4J2� \ X\ 4 X 4614 4JJ7 433.3 = \ �` x 6' :6:7] 4J4,4 x x X 440.3 � MATCHLINE (SEE SHEET C2.1) 40 0 40 80 120 CONTOUR INTERVAL = 1) -V- WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 22902 (434) 973.0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT U rz z Q 0 LU 1z L/) o > LU LA LU Q W Q W m � U Q > U- LL- 0 0 Z D 0 LU z EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: May 20, 2019 Revision: August 26, 201 December 20, 2019 Scale: I" = 40' Sheet No.: copyright (9 2019 by Woolley Engineering N/F KINDIG, JOAN S D.B. 3785, PG. 265 TAX MAP: 20-192 ` ZONED: RA N/F WOODBRIAR ASSOCIATES D.B. 5225, PG. 676 N/F ASHLEY M SHILLING & CHRISTOPHER L MCLEA TAX MAP: 032G0-00-00-001R4 WOOLLEY ENGINEERING D.B. 5110, PG. 133 ZONED: PRD D.B. 4373, PG. 572 `� TAX MAP: 32-04-AO Consulting Civil Engineers ZONED: RA / \ 210 5th Street NE Charlottesville -Virginia 22902 973 °0045 (434) www.woolley-eng.com N/F ASHLEY M SHILLING & CHRISTOPHER L MCLEAN _ �% O N/F WOODBRIAR ASSOCIATES �r 1556, D.B. 5110, PG. 133 NP D.B. PG. 97 TAX MAP: 32-04-JO J� O TAX MAP: 032GO-06-00-000AO ZONED: RA ) ®��� j' ZONED: PRD I Landscape Architect f \ Red Clay Landscape Arch. 912 Sixth Street ?E J �q O Charlottesville Virginia 1 �G ro N/F WOODBRIAR ASSOCIATES 22902 / \ D.B 4931, PG. 701 TAX MAP: 032GO-04-00-000AO �` ZONED: PRD Owner J• � / of lFoundation it One Boar's HeaUniv. d Pointe Charlottesville, Virginia L 22903 N/F GENERAL REALTY, INC. : N/F WOODBRIAR ASSOCIATES P: (434) 982-3777 D.B. 784, PG. 573 j NJF GADD, POLLY A. / D.B. 5225, PG. 676 TAX MAP: 32-04-00 U B. 1039, PG. 384 TAX MAP: 032GO-00-00-001R4 ZONED: RA TAX MAP: 32-04-QO % ZONED: PRD N/F LUCERO, DON SCOTT ZONED: RA �3 ; D.B. 4197, PG. 128 / I TAX MAP: 32-04-RO I ZONED: RA �� ✓ MAJOR N/F SMITH, BENJAMIN E & TARA C SMITH D.B. 4797, PG. 354 / TAX AP: 32 04-SO � SITE PLAN ZONED: RA I N/q RIVANNA WATER & SEWER AUTHORITY AMENDMENT T D.B. 1049, PG. 98 t TAX MAP: 32E-01-AO N/F ZUBY DAVID S. & LINDA C. N/F KERN, JOHN .& CATHY L\ S ' D.B. 1829,.-PG. 367 `` ZONED: RA D.B. 1P: 2- 2- TAX MAP: ' 32-04-NO o TAX MAP TAX MAP: 32-102-00 ZONED: RA 32-6A ZONED: RA \� N/F HUSSAINI, YVONNE N/F BECKMAN, MARK A. & GAIL L `, \\. I N/F BRIARW00 D.HOME HOMEOWNERS 37SSOCIATION INC D.B. AP: 2- 3- D.B. 905, PG. 614 �'� I TAX MAP: 32-103-00 TAX MAP: 32-04-PO TAX MAP: 032G0-00-00-001B0 ZONED: RA ZONED: C1 ZONED: RA . N/F DESMOND, SCOTT A. & DENISE L. : D.B. 1474, PG. 241 N/F SPENDER, MARK & APRIL LEE TAX MAP: 32-77-00 D.B. 4613, PG. 151 ZONED: RA TAX MAP: 32-100-00 \ a� gijil,9 N/F REGION TEN COMMUNITY SERVICES ZONED: RA / D.B. 1719, PG, 116 O •.�.. N/F WOODBRIAR ASSOCIATES TAX MAP: 32-76-00 f \ �' TAX MAP56,3PG 97CO ZONED: RA ''' N/F WEBSTER, WARREN J. & RUTH N. ZONED: RA N/F RICOTTA, PETER J. & AMY S. �� D.B. 1601, PG. 504 D.B. 1148, PG. 504 h TAX MAP: 32-101-00 W0%5)• TAX MAP: 32-75-00 `�.°� ZONED: RA N/F SEMINOLE NORTH LLCN/F WINS RUN LLC N/F UVA REAL ESTATE FOUNDATION ZONED: RA a O�°� / ! 32 -057 BO U D.B. 4242, PG. 386 D.B. 2712 PG. 325 ° *PP ` TAX MAP: TAX MAP: 32-04-FO TAX MAP: ' 32-19-Hl '� ��' �� �° % ZONED: LI Ce ZONED: RA ZONED: PDIP �2)14(31 N/F UVA REAL ESTATE FOUNDATION TAX MAP 32-6AN D.B. 2712, PG. 325 BRIDELU F SHAW, LINAEVA N WILSON , N/F UNIVERSITY OF VIRGINIA FOUNDATION �• = / TAX MAP: 32-19-H 2712, PG. 325 •PP D.B. 1961, PG. 318 % N/F RIVERS EDGE HOLDINGS LLC ZONED: PDIP D.B.TAX TAX MAP: 32-04-DO MAP: 32-19-F1 ZONED: RA \ ZONED: PDIP N/F UNIVERSITY OF VIRGINIA FOUNDATION ; D.B. 2987, PG. 423 D.B. 2712, PG. 325 TAX MAP: 32-05-AO N/F SHAW, LINDA (1 F: & EVA N WILSON ;, a � TAX MAP. 32-19-FO , ZONED: RA D.B. 2848, PG. 46 / ZONED: PDIP �, LU j \ N/F BOSWORTH, BA6, L & FLORENCE M TAX MAP: 32-04-CO D.B. AP: PG. 213 ZONED: RA N F UNIVERSITY OF VIRGINIA FOUNDATION TAX MAP: 32-09-GO 4 // D.B. 2712, PG. 325 N/F ALBEMARCOUNTY SERVICE AUTHORITY �� SERVICE LU ZONED: RA 1 �3 PS i _ \ TAX MAP: 32-19-GO i / D.B.TAX / ZONED: PDIP MAP: 32-06-A1 , Wq,pRl� � ZONED: RA . � �v N/F UNIVERSITY OF VIRGINIA FOUNDATION N/F INCHEON HOLDINGS LLC TOWNCENIERONE PG. 325 D.B. 3678, PG. 498 D.B. 2712, -------�--•.� / � in ®I ioWNCEN,ERTwo TAX MAP: 32-22-K1 TAX MAP: 32-19-JO a..- , ZONED: RA N/F UNIVERSITY OF VIRGINIA FOUNDATION �, f; ZONED: PDIP--------__ �- D.B. 3838, PG. 28 Gv ��' �,'" %ffj, _ ----� -� LL _ TAX MAP: 32-19-E �, ,psfr ; fir: `� -� -®-_ "'� N/F NEIGHBORHOOD INVESTMENTS- NP LLC I ZONED: PDIP �� ® r �� _ -- --�'�',- , / - �/ � D.B. 3350 PG. 509 TOWN CENTER THREE-- �� / '--- TAX MAP: 32-22-KO �- ZONED: PDMC O LL Yy l pT z t�2®J N/F UNIVERSITY OF VIRGINIA FOUNDATION QUAIL RUN UVA D.B. 2712, PG. 325 ` so' 9, / � ; TAX MAP: 32-22-B1 D.B. t�3s, PG. 53 SITE OFT 'F1;` ,' ER N F UNIVERSITY OF VIRGINIA FOUNDATION �,� , �i �� g �� >,f D.B. 2712, PG. 325 �� / ZONED: HI OFFICE " ING 4 TAX MAP: 32-19-J1 '� / � ZONED: PDIP ��� N/F JWT PROPERTIES LLC N/F ACCESS HOLDINGS LLC ;' ,, / i ` ,' D.B. 4414, PG. 53 ��/ D.B. 4634, PG. 564 l f TAX MAP: 32-19-At i ,` % 'a �' ®\X ZONED: u 2-BO ZONED: LI �n`'`� '. 7 1.i� / ...dam---•^ �" `\ / _.-.._-_ N/F GMWTG GHARLOTTESVILLE LLC _ � C-.- �------ .._---•__--�.,•_• ,� \ \\ D.B. 4649, PG. 206 N/F RJ HOLDINGS LLC TAX MAP: 32-19-A2 6.B. 4883, PG. 359 - �' ,f'^~?A •� ZONED: LI TAX MAP: 32-19-132 N/ F BELLEVUE ENTERPRISES LLC. ZONED: LI /' `.� ��� e D.B. 5247, PG. 633 TAX MAP: 32-22-Ll ZONED: LI N/F WRB LLC 1 �� `��� N/F BEARD, C. RAY TRUSTEE OF D.B. 2944, PG. 158 N/F UNIVERSITY OF VIRGINIA FOUNDATION ' N/F UNIVERSITY OF VIRGINIA FOUNDATION co 4' / I �`� `� THE C. RAY BEARD LIVING TRUST TAX MAP: 32-19-C1 D.B. 4277, PG. 64 �,' �•4 � � � D.B. 3851, PG. 182 � ., � �,� � �• `" ZONED: LI '�`� `' TAX MAP: 32-19-CO J TAX MAP: 32-19-DO o D.B. 1657, PG. 626 ^- P ZONED: PDIP 4 �� -TAX MAP: 32-22-10 \ ZONED;-PDIP ZONED: R-4 /,' _ _-�--- - SHED N/F CRUTCHFIELD CORP. D.B. 814, PG. 350 l o-� �,i , 14, TAX MAP: 32 --CO-CO / N/F UNIVERSITY OF VIRGINIA FOUNDATION PARK ZONED: LI O i'�� �'� IPF N/F HALL, LARRY B. & BARBARA A. D.B. 4957 PG. 692 TAXBMAP6, 32-69-00 6.10' \\ D.B. 3792-292 (PLAT) BOUNDARY jj JpF ZONED: HI 1ELE. �, D.B. 1884-225 (PLAT) PAD _ TAX MAP: 32-6R i BLDG. ZONED: PDIP EXHIBIT REMAINS , N/F MILLER, LUCILLE T N/F HALL, LARRY B. & BARBARA A. D.B. 2936, PG. 652 D.B. 2050, PG. 670 / \ TAX MAP: 32-09-Dl ��TAX MAP: 32-22-05 10.8' Job Number: ZONED: RA ZONED: HI TaE , � /� PAD � \ SHED $� MOBILEHOME N/F CRUCHFI L CORP. ��Q, 1640 N/F CRUTCHFIELD CORP. D.B. 1028, N/F NORTHSIDE DRIVE LLC / D.B. 913, PG. 338 TAX MAP: 32-17-BO x D.B. 3532, PG. 599 S� , TAX MAP: PG..33 DO ZONED: LI TAX MAP: 32-22-00 -9,X9, ZONED: LI TH OF ZONED: LI �SHEDS (2) - --- N/F WILLIAMS, JO. 633 V , i 11 D.B. 3795, PG. 633 ERIC W. WOOL -LEY } LrC. NO. 3708 � TAX MAP: �/ ZONE A-OR-OB-11-00 �Q;o IPF \\ / �o 12-20-2019 TAX MAP \ N/F UNIVERSITY OF VIRGINIA FOUNDATION N/F BARBERA, CHARLES A. ,�� a\ `� 32-6R ����v� s � �oNAL D.B. 2712, PG. 325 D.B. 4106, PG. 340 TAX MAP: 32-18-00 10 TAX MAP: 32A-01-08-10-00 // \ ZONED: PD-IP ZONED: R-1 DETAIL All N/F EAST, DAVID A & KATHLEEN B NOT To scAtE D.B. 3346, PG, 432 NOTE: i TAX MAP: 32A-01-OB-09-00 ®ate: May 20, 2019 ZONED: R-1 THIS BOUNDARY EXHIBIT HAS BEEN COMPILED FROM Revision: N/F UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION / s6 N/F BROOKS, AARON M & NICOLE M BROOKS D.B. 5019, PG. 62 BOUNDARY SURVEYS OF THE UVA RESEARCH PARK August 26, 2019 December D.B. 3838, PG. 28 / / : TAX MAP: 32A-9A-00 BY: KIRK HU HES ASSOCIATES, DEWBERRY DAVIS, TAX MAP: 32-18-B i ZONED:: R-1 R-1 ZONED: PDIP i 9A N/F GARWOOD, A. BRUCE, JR. & FRANCES H. ROGER RAY & ASSOCIATES, AND COUNTY GIS DATA. D.B. 1464, PG. 632 HOLLYMEAD FIRE RESCUE STATION AIRPORT ACRES TAX MAP: 32A-01-OB-08-AO THIS EXHIBIT IS FOR INFORMATION ONLY AND SHALL ZONED: R-1 D.B. 350,PG. 193 z C BA N/F PAYNE, RUSSELL W. & ANNIE K. NOT BE CONSIDERED A BOUNDARY PLAT, D.B. 4789, PG. 82 TAX MAP: 32A-01-OB-08-00 B TAX MAP ZONED: R-1 w ' - N/F BREWER, CARL D. & LYNNE EDGELL w e 32-6R D.B. 692, PG. 808 Scale: " �/� O TAX MAP: 32A-01-OB-07-00 o '-- ZONED: R-1 CL 1 = 400' 4 - s z N/F SHIPP, GEORGE D. OR BARBARA A. ® . 0 �� --�_ D.B. 749 PG, 220 Sheet No.: TAX MAP: 32A-01-OB-06-00 l 5 ZONED: R-1 HENSLEY, KELLY L. OR BARBARA A. i D.B. 1018, PG. 497 STgT • TAX MAP: ZO32A 01R-OB-05-00 400 0 400 800 1200 \-N/F 30,p �Q MARSHALL, WILLIAM SCOTT R�SOR/ ROiT�T� D.B. 4464, PG. 203 4o �9 TAX AP: 32R 20-FO ZONEKr 6 Of 36 copyright © 2019 by Woolley Engineering WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street 111E Charlottesville e Virginia 22902 (434) 973.0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Q U Z 0!� < ^ , L-1101, (5 ,-u Z) 0� cn Q > Q, LU J Q ZLU W CIO � U Q � 3 0 � z O ~ 0 cn U w Z LEASE BOUNDARY EXHIBIT Job Number: 1640 V OP ERIC W. I9� Y a� LIC. NO. 3708 p� 7-30-2020 1 Date: May 20, 2019 Revision: May 23, 2019 August 26, 2019 December 20, 2019 July 30, 2020 Scale: III =40' Sheet No.: copyright © 2019 by Woolley Engineering i I _o � I r Z PEW UN DISCOVERY DRIVE p — Cl Y�� 0 ��E_ffln +j -- &L B' DI��—P _ 0 0 0 C-3 Urn, 5-D — t --- - -- --- _��I + { w z 0 N W = U F— z � w O �Cn af w z U _fl�_ o� z � 0 Q z WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973.0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch, 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's .Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Q 2 Q � Z Q � 0 LU v) o > LL W J Q ZLU z L W m > LL 0 o O 1 Z 0 Z SITE DEMOLITION PLAN Job Number: 1640 TH 0P j ERIC W. WOOLLEY LIC. No. 3708 iz-zo-zois �ww ���IONAL Date: August 26, 2019 Revision: December 20, 2019 Scale: 1"=40' Sheet No.: C2.5 �1 copyright © 2019 by Woolley Engineering WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street 1,1E Charlottesville -Virginia 22902 (434) 973.0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 Q I Q U z w W cn o > J Q LU Q Z r� ` �LI W 0� v � (j Q > L.L LL 0 o O0 � � U w Z CRITICAL SLOPES EXHIBIT Job Number: 1640 ASH OP 11 k'CRIW. WOOLLEY LIC. NO. 3708�_ o AV 12-20-2019 �4,? t��,s j 0 NAL F'�cs Date: May 20, 2019 Revision: August 26, 2019 1 December 20, 2019 1"=50' copyright Q 2019 by Woolley Engineering � Cl� tZ, �c LEWIS & CLARK DRIVE STATE ROUTE 1571 C7.0 " � 4 LOADING SPACES G %%tGOCN ATE EX. STOP _ G� . �� Combined TC 1 TC4 STOP BAR "i Q�S�P �,'Ip� ADT = 920 VPD GyA 40� Combined TCl TC4 ��ti G`��\� \ 7AES ADT - 1330 VP BPS �gP /6' gS517iTOWN CENTER 1 A P T RAIL � , ` EXISTING 40 �S ' PAR 1 BAY SECTION ON SHE C7 R DFTA L) o (� ` 216 TOTAL SPACES 'A a jI. o SEGME ED T Ill ALL' 9 • A ES t TOWN CENTER 2�,- EXISTING rHRr\Ilvv s LANDSCAPE r L \ CURB TRANSITIONS FROM CG-7 TO EX. CG-6 - \\ ALONG EASTERN MOST CG-112 SIDE SLOPE \ CURB TRANSITIONS FROM STANDARD CG-6 TO CG-6 WITH 3 i REVERSE GUTTER (SEE C7.1) \ JI \ 3y I \ 3 KEY: \ \ CG-2 °® ®e \ \\ °moo°® °®°® _ CG-7 n \ TRANSITIONAL CURB TRANSITIONS FROM CG-6 TO CG-7 Curb Inset LIMITS OF NEW CONCRETE CURBING Scale: 1" = 100' ------CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ALONG ENTIRE LENGTH OF THE GUTTER BIKE RACK WIT C7NCRETE PAD (TYP) 11.0 SIDEWALK (TYP) CT 21.0 DRIVEABLE CONCRETE sl n DETAIL KEY: \ APPROXIMATE LIMITS OF SOUTH GREEN PARK AREA See arcnifeCTUrOl plans TOr SlaeWalK TreaTmen and scoring patterns. See architectural plans for site concrete deta and crosswalk details. See architectural plans for patio amendment to Town Center 3. See C4.1 for parking information. See C7.0 for limits of pavement and details. Traffic in Plaza Area is two-way. V�= REFERENCE # DETAIL LOCATION SEE C7.0 FOR LIMITS OF EACH PAVING TYPE AND DETAILS LINE LEGEND: PARKING LEGEND: LOW -EMISSION VEHICLE OR - = CENTER LINE FUEL-EFFICENT VEHICLE - — E _ _ = CONDUIT HIGH OCCUPANCY VEHICLE PO — — — — — — = EASEMENT — - — - — - — - — - — - — - — = EX. UNDERGROUND ELECTRIC HANDICAPPED - - - -- ---- - - - - - -- = EX. UNDERGROUND FIBER OPTIC - GAS- GPS- GAS® GAS- = GAS LINE PARKING SPACE (TYP.) ---------- =LEASE LINE MOTORCYCLE SPACE (TYP.) = PROPERTY LINE (4' x 6) sa u = SANITARY SEWER = STORM SEWER SITE LIGHTING SYMBOLS: = EX. UNDERGROUND TELEPHONE SEESL 1.0 FOR FIXTURE TYPE a = = TRAIL( o O -- ------ = EX. UNDERGROUND TV o o = WATER LINE LEGEND AB = ABANDONED LINE ADT = AVERAGE DAILY TRIPS 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 ELEV. = ELEVATION EP = EDGE OF PAVEMENT EW = ENDWALL EX. = EXISTING FFE = FINISHED FLOOR ELEVATION FH = FIRE HYDRANT GL = GAS LINE GM = GAS METER GV = GAS VALVE HDPE = HIGH DENSITY POLYETHYLENE PIPE JB = CONDUIT JUNCTION BOX LV = LOW VOLTAGE MB = MAIL BOX MH = MANHOLE OHE = OVERHEAD ELECTRIC LINE OHT = OVERHEAD TELEPHONE LINE OHTV = OVERHEAD TELEVISION LINE PAV = PRECAST PAVERS PE = POLYETHYLENE PIPE PED = UTILITY PEDESTAL PIV = POST INDICATOR VALVE RCP = REINFORCED CONCRETE PIPE SD = STORM DRAIN LINE SP = STANDPIPE SS = SANITARY SEWER LINE STA= STATION SW = CONCRETE SIDEWALK TW = TOP OF WALL UGE = UNDERGROUND ELECTRIC LINE UGFO = UNDERGROUND FIBER OPTIC UGT = UNDERGROUND TELEPHONE LINE UGTV = UNDERGROUND TELEVISION LINE VPD = VEHICLES PER DAY WL = WATER LINE WM = WATER METER ? = UNKNOWN OR UNVERIFIED LOCATION O = MANHOLE ® = WATER VALVE b = FIRE HYDRANT �q = GAS VALVE -e- = UTILITY POLE 0 = LAMP POST ® = WATER METER ® = WATER MANHOLE 0 = ELECTRIC VAULT & MANHOLE ® = TELEPHONE VAULT & MANHOLE = TELEPHONE JUNCTION BOX © = ELECTRIC JUNCTION BOX = ELECTRIC TRANSFORMER = GAS METER s = SIGN POST o = POST or BOLLARD o = STONE BOLLARD ® = IRRIGATION CONTROL VALVE � = STANDPIPE G = EMERGENCY TELEPHONE = TREE or BUSH X = SPOT ELEVATION M = WATER METER ® = WATER VALVE = FIRE HYDRANT ® = TREE GRATE WVoOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville Virginia 22902 (434) 973 � 0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner U-niv. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Q I Q � Z Q � LU cn 0 Q W Q Z z w � W co U Q o O a � U w Z Job Number: 1640 �11 OP ERIC W. WOOLLEY LIC. NO. 3708 � o� 07-30-2020 c�s'Sj 0 N A L Date: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 July 30, 2020 C LLU z O w Scale: w Q w � 25 Sheet No.: �> o co 0 z 0 0 120 copyright 0 2019 by Woolley Engineering LL, .4 4 LOADING SPACES • 40010 55 SPACES ® •\-, , Town Center One Town Center Two 4 LOADING ® ®� 229 Parking Spaces 269 Parking Spaces SPACES - • \ 57 SPACES ,%� U 10 ® Q`/ 25 SPACES 14SPACES \ 48 SPACES � � �/' � 40 SPACES \` 45 SPACES \ s 44 SPACES • • i 1 41 SPACES'``J ) / ° \ \ 30 SPACES/ / / 37 SPACES 1 / • ��``31 SPACES • /�_---"_i 13 MOTORCYCLE •-:,,, .---..�� SPA • '-- Town Center Four ®335 Parking Spaces �''/ r� - • ® - • / Town Center Three yam-- ; • 31 Parking Spaces • ,_ 5 SPACES 16 SPACES Czzl • t \ 36 SPACES > — U CESc� � r � co �/ C_--97 .J • \ 23 SPACES \ � 2 LOADING do SPACE • • ® 30 SPACES \ (FUTURE� e Town Center Parking Statistics: 1. Town Center Building Statistics Proposed Use: General Office Buildings Town Center 1 Town Center 2 Town Center 3 Town Center 4 Combined Gross Square Footage: 70,563 83,666 89,814 108,568 352,631 80% of Gross Square Footage: 56,466.4 66,932.8 71,851.2 86,854.4 282,105 Parking Spaces Required: 282.3 334.7 359.3 434.3 1,411 Parking Spaces Provided: 229 269 313 335 1,146 TDM Reduction: 19.1 % 19.6% 12.9% 22.9% 18.8% 2. Traffic Demand Management Reductions for Combined Town Center: A. HOV Spaces Provided: 46 spaces (reduces required parking by 92 spaces) High Occupancy Vehicle Spaces: (2) spaces per HOV space B. Bike Racks Provided: 36 racks (reduces required parking by 72 spaces) Bicycle Racks: (2) spaces per bike rack C. Projected Shuttle/Bus Riders: 101 riders (reduces required parking by 101 spaces) Shuttle/Bus: (1) space per shuttle rider 3. Combined Town Center Parking Statistics: A. Parking Spaces Required: 1,411 spaces B. Total TDM Reductions: 265 spaces C. Proposed Parking Spaces: 1,146 spaces Regular Spaces: 1,069 HOV Spaces: 46 Handicapped Spaces: 31 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville = Virginia 22902 (434) 973.0045 www.woolley-eng.com Landscape .Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Bead Pointe Charlottesville, Virginia 22903 P: (434) 932-3777 MAJOR SITE PLAN AMENDMENT Q = Q U Z Q Qe.. � V) o > UJ W Q Z L 0 W W m � Q)LL Q L.L o O r H O N W i z TOWN CENTER PARKING PLAN Job Number: 1640 % TII OF ERIC tiV. WOOLLEY LIC. NO. 3708 k 12-20-2019 Ad �W ti Date: May 20, 2019 Revision: August 26, 2019 December 20, 2019 Scale: GL 1"=50' !J%JQ- Sheet NO.: copyright © 2019 by Woolley Engineering PI Sta = 10+00.00 N = 3942450.56 E = 11501123.79 I = 00°00'00"R 1555 1550 1545 1540 1535 1530 1525 1 O I � 11� g1 69 ' I S CIRCULAR; D� = 57!'7`46" DI = 60°OQ01'` T r 107.2 R 100.00 , 16 4.0 6 C � 146.27 E 46.63 M 31.80 O ¢ + 6i a Ln VPI STA = 10 80.00 II II VPI EL - 546174 Q g1 = -3.00% g2 = -9.25% CURVE LEN = 130.00 ) m K = 20.80 E = 1.02 Centerline'00� �y co 0 � II LID Q J Cn w H�I 0 00 o 4-� z o ci� o 0 ri 00 tri + n + m II — II Q LU Q IT- 0- u) VPI STA = 14+60.00 U-1 > U VPI EL = 523.00 U z > > gl = 5.28% O 2 = - 2. 00% - EXISTING GRADE CURVE LEN = 80.00 0,LU K = 24.36 LO E = 0 33 r,,) N + I-n o �- PROPOSED to II GRADE VPI STA = 13 30.00 VPI EL = 529 87 0 0 co Q I,, g 1 =- 3.00 % CD o n N o M cv Cn El- 0 g2 = -5,28% + n + Ln o CURVE LEN = 60.00 II to II w K = 26.28 _Ln — � � Cf) > U) N > >/ ILO II � w / �V) w (LL- f - VPI S A = 12+30.00 Q 0 VPI E - 532 87 0 `~ -� _ ✓' O 40 0 40 80 120 SCALES: 1" = 40' HORZ. - 1 " = 5' VERT. TYPICAL STREET SECTION B 555 U 26 ft. 6 ft. 8 ft. 13 ft. WalkingTrail Planting Strip 4 ft.-�{ 550 12" 1/4" : 1' 1/4" : 1' 1" : 12" 2:1 2:1 Segmented Block Retaining Wall (See Plan) INSET A STA. 10+00 TO STA. 15+35 545 N W INSET A 5401 O2" ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A ® 2" ASPHALT ONCRETE BASE COARSE 535 TYPE BM-25.0 ®8" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A ®STANDARD CG-6 SEE TYPICAL DETAIL ®SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECS. 530 5251 g2 = -3.00% �' n `�' - co 0.50% 520 520 CURV LEN = 130.00 II I ' K = 20.80 Q ¢ II E = 1.02 v~i w Cn w LU > > I— > > 515 ® 515 s d (,O + 0-)+ in -I-o (-0 d- r I` Q 0-)f� I f) N o f O C6 CO o JQ N� o® N LO Ln LO L ° 510 510 60 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Sill I Q = Q U Z Q � (D w (Z) > LU Q LQ Q Z m W � U Q z p �I 0 0 z ~ 0 V) U w Z Job Number: 1640 zxoPV j ERIC W. WOOLLEY LIC. NO. 3708 O� 12-20-2019 joNAL Date: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 Scale: III =40' Sheet No.: copyright © 2019 by Woolley Engineering x2 x 565.00 560.0 5 M0351' PI Sta = 10+00 I N = 3942445.15 E = 11501128.90 4 r 40 0 40 SO 120 SCALES: 1" = 40' HORZ. R4.45 1 " = 5' VERT. 41 \�`\ (VA '?IA w1jg9 Rkf O R. 0 N 61- o � 1 0 \ FT a X 0 0 X EOP = 14+79.98 N = 3942676.46 E = 11501549.54 565.001 VPI STA = 10+00.00 LINE OF SIGHT 555.00 o L6 `n VPI EL g1 = 1. - 552.25 3� 555.00 Ln II g2 = -2.... II ® EXISTING GRADE o Ln 550.00 n M 550.00 �; °° 1.63% II w -2 27 r 545.00 � �..._...— �' W 545.00 Ki 540.00 540.00 �i 1535.0 1530.00 1525.00 535.001 530.001 525.001 r\ � n O o cal co LO N co - r` d d- L6 r` O N 03 r° Li7 r6 520.00 LO to L0 Ln Ln LO 520.00 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 WboLLE, Y ENGINIJERING Consulting Civil Engineers 210 5th Street NE Charlottesville . Virginia 22902 (434) 973.0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Q U Z w Z) q� v> O > w LLi Q W Q Z z � (5 W m � U Q >U_ L.L � 0 0 Z o ~ 0 V) U w Z SIGHT DISTANCE PROFILE Job Number: 1640 IVY[ OP ERIC W. iY00LLEI' } LIC. NO. 3708 12-20-2019 �_4 1 �4S' O NA I. Date: May 20, 2019 Revision: August 26, 2019 December 20, 2019 Scale: 1"=40' Sheet No.: copyright © 2019 by Woolley Engineering k , f _ l 527.E J_. , e. TOWN CENTER 3 1 , : , EXISTING 't 51 TIN FF S G E 520.41 ' � - X :::. •-- , � :::: LINE LEGEND. i {:,- i; -- r - ..F•rM: ,,. ,,,: - _,,., 'k,, .. - _ _„r ,� - - _ .I.: 1. _ - ✓,r ,"r` • - , , _ - 25W05,4 - - t J _ •� � - - - - _.._ ,..: `� ! . :- . .518.E t5 i _ :50 , . v � l � ! l General Notes: 1. See sheets C5.1 and C5.2 for spot elevation plans. 2. See sheets C4.2 for road plan and profile. 3. See sheet C6.5 for yard drain and trench drainage plan and profiles. 4. The limits of grading/disturbance currently illustrated on this plan generally conform to the limits of disturbance on the previously approved general development plan as shown on SDP2006-1 13 and SDP2016-51. f ' , 501. 502.2 - 1 l I 1 I i r -' _ 500 r ' 498 Ji —490 : t e I t i I l � ; , , : : , k _ r i i� a , y -_ mil• _,. - - -- - - _ 4Q 0 80 e , r '.a r, :.a.' "•-n.,,...,�_ .._ - I--•.L -. a, It `_' _ - `\ 'ter _ — - -'�_ __ _• �:.%�_ - _, �.-`"yam w,,.�„ ___ �-., � _ `_ _~`---_._--___ � � ;' --- _ - --__ - -- - _ ___ - - -----'-� _ -- i _ _ y. , 'CO,WURs I ' WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.wooffey-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Q U Z Ce Q 01:� 0 w cry J Q � Q Z(5 W co Q 5 U_ L.L O O � � � � F— O `n U w Z GRADING PLAN Job Number: 1640 rVIA OF ERIC W. WOOLLEY MC. NO. 370W� o� 12°--20-2019 10 NA L Date: May 20, 2019 Revision: August 26, 2019 December 20, 2019 Scale: 1"=40' Sheet No.: copyright © 2019 by Woolley Engineering 'y ,- r' CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ALONG ENTIRE LENGTH OF GUTTER OOLLEy ENGINEEMNG Consulting Civil_ Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.woolley-eng.com Landscape Architect Iced Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner LTniv. of Virginia Foundation One Boar's Elea- Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 Sz Q 2 Q � Z w cnLU O J Q W Q W � U B LL o � Z Z LPB = LIGHT POLE'BASE �, \ Job Number: SS = SANITARY SEWER 1640 SW = CONCRETE SIDEWALK ` TBC = TOF`BACK OF CURB TOP = TOP OF STRUCTURE TS' -,TOP OF StAIR t --+.5175 +51y�HgqOP _.....J�p E IC W WOOLLE LIC. NO. 3708 12-20-2019 9 Date: + 519 v May 20, 2019 t Revision: May 28, 2019 _ August 26, 2019 October 2, 2019 �\ October 10, 2019 , December 20, 2019 C Scale. \ "0 1"20' Sheet No.: 60 , \ I C5.1 copyright O 2019 by Woolley Engineering 1 ------- --- - ------- WooLLE Y ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 22902 (434) 973.0045 www.woolley-eng.com- Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT u z w < 0 LU De V) O > U.. < Lu < (D LIJ LLJ < U- LL 0 0 O >- F— z ZD � 0 V) Ce u LU z copyright @ 2019 by Woolley Engineering WUOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973 -0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner _ Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN Q 2 Q U Z W J Q Z W m Q 0 U- O o Z ~ o w Z ZD UTILITIES Job Number: 1640 V OP VERIC W. WOOLLEY LIC. NO. 3708 ,O�0-7-32020IONAL Date: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 July 30, 2020 Scale: Sheet No.: copyright 0 2019 by Woolley Engineering 17 of 36 Station: 10+00 Begin Waterline Extension 12" DIP WL w/ 12"x8" Reducer 1.1 x I P. O O O n nse n I A I n n O IJ 15 Station: 18+82.47 12"x8" Reducer 16 Station: 18+86.43 12" Gate Valve 17 Station: 18+91.15 12" Tee 18 Station: 18+95.65 12" Gate Valve 19 Station: 18+99.15 12" Cap 6" - 450 Bend ............... 6" D . I . P ................... 6" - 4511 Bend .................. 6" Fireline Valve ............•••••• ................ �- See Arch. for Continuation •............. • 2" Meter Vault & Setter ................. 2" Copper ...............4" Gate Valve ............... 6" x 4" Reducer .................. 6" x 6" Tee .................. 6" D.I.P. ................... 8" x 6" Reducer . ............1.. 8" x 8" Tee Schematic Water Service Inset (n.t.s.) NOD NCR <ONF 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 l' of vertical separation between the proposed storm sewer piping and the existing waterline. Where appropriate and possible, the Contractor shall to use deflection in the field to minimize bend fittings. Deflections shall be reviewed and approved with the ACSA field inspector prior to completion of work. SCALES: 1" = 40' HOR 1 " = 5' VE R J Q_ 0 > CV 550 550 �o LL 0 o 0 545 545 Ex. Surface rade (Typ.) 540 540 Q 8'- g,0- o 70 ca� I �S2 o w` Proposed Surface Grade (T p.) �' 535 r- 0 Q 0 a. 1 535 }E } o r ` o �'� '� 530 530 3.5' Cover {Typical} 12" Class 51 DIP L 525. f I 525 I 0 520 520 } \ 1 0 8" Class 52 DIP WL .� U ) U 515 0 Minimum 18" separation 25 515 C Co >< v a between water and g> sanitary sewer l es > N U > a 12)IL� 510510 CDCN co N M D N-- L0 � ej C7 o c*7 \ uj + p0. , 0 N o L _ + m� a� CO� b�— r�+o= N + + 0c� + + v p +a + c� ® 7 �n N b -3 + + "U + w + o v >eo Co a 00 +p erg o - � N -g ooU > , U m p. � aow o o� U a � � a a U OO ® ® o O > C O >� • 0 0 o 0 4- 0 0 0 0 o LO O f +- , U+- 'j- U — +Oc=r> Uo Lq a � X o LDL x � �a D O � � -�N 505 505 v) w v>m IV wv>V v> V v�N v>N n V >N n > � in v) � ) t VI) 10 ri cn vi V) 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+0 19+00 20+00 21 +00 CL 11 �9 -W�) WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.wooRey-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT SIZ Q U Z Q �w J Q U Q Z W LL O o Z ~ o U w Z WATERLINE PLAN & PROFILE Job Number: 1640 TH OF ERIC W. fvo01 Y MC. NO. 3708 O� 7-30-2020�� ASSIONAL '' G Date: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 July 30, 2020 Scale: -1 40' Sheet No.: copyright © 2019 by Woolley Engineering Relocate Existing Irrigation Meter 2" Copper to Meter (Contractor shall coordinate shut down with ACSA and Owner) a N 0IN —.._._.—._..,. v M �20 Station:21+93.52 12" Gate Valve 21 Station:21+99.66 12" Tee Relocate Existing Irrigation Meter 2" Copper to Meter (Contractor shall coordinate shut down with ACSA and Owner) _ — I .(? rrruar u� rr�rU v�rrrr�ca ray rrr� v�rr�rur �.urriruuiur. � 25 Stt�fi��: +72�04•� >z � - - � d J Cr' 2" Tee.to FH A55eembly — — Contractor shall ensure a minimum of 3.5of cover over the F2 61 V tion:26+31.73 waterline. ` 12" pite Valve 27 _r.. Station° 6+36.23 12" PJ Tee Contractor shall ensure a minimum of l' of vertical separation between the proposed storm sewer piping and 28 Station:26+628 12" Gate valve the existing waterline. 29 Station:26+63.31 12" x 6" Reducer 30 Station:26+66.31 SCALES: 6" Gate Valve 1" = 40' HOR 31 Station: 26+69.31 1 " = 5' VER Blow -off Assembly I� FIRE HYDRANT COVERAGE INSET EXHIBIT ILLUSTRATING 400' FROM EACH HYDRANT SCALE: F = 200' - FOR INFORMATION ONLY Lewis &Clark Drive TCI -TC 2 `v 545 545 540 3 540 Ex. Surface Grade (Typ.) o Ex. Surface Grade (Typ.) U 535 ° 535 U � 2 530 _1 1 530 525 520 515 are M 500 18+00 19+00 Proposed Surface Grade (Typ.) 3.5' Cover 3.5' Cover ,• (Typical) (Typical) Proposed 12„ C1. 51 ®IP WL a o O � U a Cli v> uU m N fr ®- N 10 O o N N 0 d> >O Q = N- M + �% + ° ° C CO + 0 N N CD> (� + + o + o + 4 + > 4 -0 1) + -U LO v + LO + N 6n + 10 o + -o > N- N.0 N 0 N N v) E N C N N oO N NI- N v o m mo -Mo C 0 o o (D (D •NDi- 00 -Nf- o oLo1O -1L O x vLq OQ 'a io- -0w CN Ln f= o V) V) N V) V) N NN 1;7 N c}ii V) V) to V) - vi 10 to 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 Proposed Surface Grade (Tjyp.) Proposed 1ass 51 DIP L Extension P o r oQ) o° o�0 oL20i D CN Q�� �� 27+00 28+00 29+00 525 520 WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville . Virginia 22902 (434) 973.0045 www.wooUey-eng.com Landscave Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Q a. 2 � Z w Z3 W V) O > 00-00 Ql:� Q Z n t, 1LU yl f CIOV \ J U_ LL O o Z 0 V) U uU Z WATERLINE PLAN & PROFILE Job Number: 1640 515 Nil OP ERIC W. WOOLLEY LIC. .NO. 3708/,' 510 0 7-30-2020 0 NA L �W 505 500 30+00 bL 11 1q 1� Date: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 July 30, 2020 Scale: 1"=40' Sheet No.: copyright Q 2020 by Woolley Engineering Woo=Y E' NGINEERTNG Consulting Civil Engineers Storm Drainage Profiles 210 5th Street NE Charlottesville - Virginia 22902 (434) 973.0045 www.wooUey-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia Nt 22902 Owner Univ. of Virginia Foundation 00 One Boar's Head Pointe Charlottesville, Virginia 50 FD 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT16 ' ' I i Uj W U0 STORM DRAINAGE In PROFILES Job Number: LO 1640 Iq OP G ERIC W. WOOLLEY MC. NO. 3708 O� 12-20-2019 4'S�'0 NA L 1 ®cite: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 Scale: 1"=40' Sheet No.: Note: �L �,�. jq, For manholes to be constructed in fill, Contractor shall place fill under manhole at C64�3 95% compaction and embankment material shall consist predominantly of soil and be placed in successive uniform layers not more than 8" in thickness before compaction in accordance with VDOT 2007 Road and Bridge Specification 303.34. 20 of 36 � 535 535 Existing reds (Typ.} �� 530 � � ! 530 � o o 00 0 00 �� o o� oc� ooco � 0o v"� � 0 0o coo O � `� oa^ � �o ore ol000 O O 00 ' - •lord c000 ��� o� • ��,-' — ^ O '\O� row c�� N � N � � � N 'V'� N c()''n � N uj� ^ N C�J � • �— O� O�%'� �� ^ �— d' uy� � O�!n N N r �� O N � O N N LII � � II � II M II � II � II N II o'• II � II N II O II N II II O II � II II N II II II II O II �I' I� cll N � N / �• � � � N � � � N � � � � N �t � d� � � � � � Q>} a>i � � N / �n � N � � N > > m o = d- O � _ � w N d. � _ _ � _� � II w a0 II w CO II w � I I w II a II w � II � II '-�-� o II � � II � N I I w w � II � r) II '-� w � I I w � II w w 0.7 II � � co I I w � 525 1 ° ° 5 5 �N o �� o �� 0 �N o � �� g� o �� �� ° o� ° �� ° a�,� ° ���° a�,r� o o�� ° --•- o 0 1 � Proposed Grad (Typ.) I l 52a ! 520 --- ,� � .-• Pipe 21 - 6" Con uit `� -•`• Pipe 4 - 47' ! Pipe 20 - 44' PVC Perimete / Bak BVDLP ,,,. � of 15" CP @ ! of 15" HDPE @ Drain � 81 l .l % D Pipe - 1 b' of 18" ! 3.25� . • q 515 pipe17 @1.8�% HD E@0.80� / •" '� 515 0' 7 " %_.-•— 51' of 18 pipe b - Pipe .n J O 1 � Pip 65' of � Q-� p o HDPE of 18" HDPE � 1.14% I I of � 18'� R p @ } .24% � r\ a o ri ri ro to � � � b% O I � ➢ o � 0 b5` •• �u7�� o o II II II q c� 1.9 ®.._. c� N a. 51a � ! p1pe1`f" g% .. II II II II >- -..—.._.. "' 510 �,RCp@2 �� o�� ' 24' RCP @ 1.78 % o o coa, o 0 o a� � � � II - o o Pipe10-158 of 0� �� o_� � oo �. —. — — o00 ,� �a.cL fit\ .—.._ .--..— ._.. 00� II II II II � r2 II II 505 ° o�a�� d- low v � g.a 505 24,RCp@2.45 o o c Pipe 3-43'of�, ! Pipe9= _.... _.,_ •—• — •—• ����� �. �. Q. °' 0- °' J s � Pipe2- 2 „RCP@ _..�•--" oN� ^���� oNa � i i27'of24' 2.36� �I-`t- oo� ommoom �o.Q.�.ra.Q rr r v r RCP@ u u u ���"0'0-" oo� 500 3.71`� �Oo 5aa � I � ,• ®©ram Qom^ Qo �.�-�•�.�-.� o � � o / ! I OON o�� tLt� 00�0 pN�p ! �rz i / t 0000 I II II II ��^p OONbU � 6 0000 ��^N Hydraulic Grade Line(Typ.) �>. OOCVo> oq��p qq^ �n���� 495 N ���o �QQ II II II II ��� I1 � 495 � 1 i•I Nc�P.� ICI � } q �, �,^N a, �.Q� 1 "'off °-���. 490 � 490 �o� �,`CX• �s a ! II � 485 � 485 e� e � II II 480 480 39+00 4�+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 r� 535 � I � �' O � O 00 O O 00 00 OD O r� CO O 535 00 ON � B; O N 00� I�op CSf- `0^ O� ON O N OCU O^ O� a^ SON C`!N NO^ NN NNCr) d'NN Nc>7 NNCY1 d;N NN �N C'7N ^O^ � aNN �O ^N Qi.r� 1 q !n qui �� O� i.r'1 O� ��� q� �� �� i.r?ui ,per �� o,� Cvj�� , 1 p� O II � �° II II O II CO II O II II O II � II II O II N II `� II II � II II O II N II II °o II / N II II 'a `o II � > � > > i.r> > 6ry > ,p > 1v > � > � > > Co > > q > > ^ > > Cy > N > > N > cry > > � �ry > O� d- �O m � O O O Lry � O ^ N co o'J II w w o� II w � II '� o� II w � I' w CO II w II w w � II w - II w O II w w ® II w w ^ II w � II w w II w ! ^ II w = w 530 =o� � ��Eo =�® °�� � °°°Eo - =o� =o� ^o;`�• ^o�� =o� o�� �o ^a,�o o 530 �� ° o� -� ���-- a� o �� ° o �� ° �� � ���° �� ° a�,� ® a�,� � ° o��� a�,� ! o��� �-�� t r 1 � 52a ,< Pipe 3 - 12' Condui 520 .,�,.. -- .••_- of 18" HDPE Pipe 31 12' of 18" @ 4. 5% an Pipe 38 - 38 p Conduit � Conduit HDPE 2.73% Q , � of b" PVC @ b" DIP Bank 12" DIP Ex. 12" Pipe 43 - 47' i Bank pipe 36 45' Pipe 37 - 50' of copyright ©2019 by Woolley Engineering .. ... ..... A WOoLLEY ENGINFMRING Consulting Civil Engineers Storm Drainage Profiles 210 5th Street NE Charlottesville . Virginia 22902 (434) 973 -0045 www.wooUey-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE ID Charlottesville, Virginia 22902 Owner Co Univ. of Virginia Foundation LO One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 DIP 8" MAJOR Ca SITE PLAN 515 AMENDMENT LO U. CL z �J LU V) LLJ Ui w Q 22 U_ 0 '® O V) U LU STORM DRAINAGE PROFILES Job dumber: 1640 NH OF�� ERIC W. WOOLLEY LIC. NO. 3708 o 12-20-2019 �vw t'44Y j 0 NA L Date: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 -2& Scale: 1"=40' Sheet No.: Note: For manholes to be constructed in fill, Contractor shall place fill under manhole at C' 6 4 95% compaction and embankment material shall consist predominantly of soil and be placed in successive uniform layers not more than 8" in thickness before compaction in accordance with VDOT 2007 Road and Bridge Specification 303.34. 21 Of 6 �o o® Existing Grade Typ.) N Sri � � � � � u u � u II 535 ©��� �"�� 535 ' s i � Proposed Grad {Typ.} � T_DP 53Q �o � �- CID o �� o �� �o ��r �, ¢�.� Q� a� o copyright ©2019 by Woolley Engineering A C FRENCH DRAINS _\ SEE SUPPLEMENTAL LANDSC`� INVERTS YD ~ 7 e 16 YD YD YD 15 �v c, 7 D «, YD'' e 13 f )' co YD 12 YD, 3 �v Q C 08� i [W z 0 R LA.I = v� ,LU o Cj�fN U¢ L T � z� 0 z 20 0 20 40 60 Pipe 73 - 8.6 'of 6"PVC @6.0% P6" 535 PVC @ 3� g%of 535 Pipe 75 - 7.4 ' of 6" PVC @ 1. 7% Pipe 76 -12.2 ' of 6" PVC @ 1. 0% 530 Pipe 77 - 23.0 ' of 530 Pipe 78 -12.7 of Ln LID c11 00 o ry N 6" PVC @ 1 6% A C! 0 'IT U 0 Lq\��LO o N N � N N04 N 525 od FD O o � ���N10 CO �� ,, � O7� c, A V�N � Cl?� N , 0 �''"� II 11 10 ® 0. 0 01 00 525 0 + c F4 + O P�`� O 0 } II > > O > c0 c0 Q) Uj it LU O II > N > a) 0 II I I + + 11 + C+) > + > CO > 00 Q) > 00 Q) 00 00 00 -� El 'r) u a 0`1 N •0 O N w .- II 'er �o C 4 C`1 � "' N Ln � � � � Pipe 66 p .59' of + i I I o 0 > o c � w II w 11 "'� 11 E-j 0 11 � oo CoQ) w II ¢ > � > c� > _ aD N II w r 11 w� r) � � II - o O II ��� 00 o II N II 10 u II + + 6" PVC 3.19% C� � u � N I M a � E v> a � a � � v) t� > r 11 w �°oW ��o 11 w - a �© �. � ��� �� > v> L > QO L0 Ln > CO cc Pipe 67 - II 0.04' of ^_ a © > �, 2' >- Li a ® �, S Pipe 59 - 8.37 of 5 E p o �) �, i2 >- a o C� W w W o II �- LL-Qj CV 1 w N II W a a % ° -- 01 o ®� i 52® 6"PVC @ 2.85% Pie Pipe p 6" PVC @ 2.10% ip Pipe Pip i e o�i2rv,i2>---� ®� . >- 520 i Pipe 72 - 23.59' of Pie Pipe 68 - 6" PVC 8.401 o 2.39% 6 0{ 1p a 6 Pipe 68 6 6" PVC @ 6.10% Pipe 72 Pipe 60 - 20.14' of pip e 52 - 40.B3' 0 60 61 Pipe Ipe ip 77 78 31 66 i 16 67 6" PVC @ 1.65% @ 2.08% 59 10 74 75 7 r Pipe 69 55' of PVC @ 296�/n �r �I d °�' 00 co 00 0 "' b„ PVC ao �' - � � onto M °�`'' C\4 73 N 6" PVC @ 1.03% O o 1010 01 o 1010 `� oo Pipe 61 - 28.21 of ! ___ ----- o o '0 °� '0 ry N Co °� od oo c6 00 `0 000 '`� 0 - - � cy O °o °° Pipe70 0.18'of Cl? • ao 00 c° `n LO O o b" PVC @ 1.02% o °° °° 70 � Ln � 'n � o6 o5 oo 70LoLo� �� 515 ir ®OO I� Y ju�^j 'n� �� II)LII) 11 t\�� ICI Pi 62 8.51 ��� II) I II II I �� �, LO n I 515 r-Lo� e of N II u m Pipe71 II II ��u) �O� m� `0`0 Q,o Ion Lo 11 11 11 6 PVC@1.03% r � w� a o �Q II II �°o �r��l. 6" PVC .84of o00000 1.10% � 6ro oc_o .o II a II .o a Q) cll a m m o a Q QQ QQ � ��0� 0 10N � ��L0� °� v Q) a Q) Q� Q �� CL 5� �-a FL o�o �!o �v I.r� o o N a �0. L0 LAO L0 L) oo�oN o f0 �0 1\ QQ Q Q � � � � �� Qi Pipe63 20.56'of o000 100 Q- QL Q iE O- Q- - V• I< 0 0 Q Q ca•2-•�� EL I L Q-. CL 2 CL II 11 11 11 11 0Q� - 6"PVC@1.01% �i�r<� �d 51® 1\MCO� co M �'n a o- LOLOLO� Pipe 64 9.68' of II II II II II II I CO CO 510 Q) Q) Q) Q) r n ��Q - PvL0 QQ o Pipe 65 32,91' of o Q Q Q IL IL N 6" PVC @ 1.03% 5- 5- LOCO -o u 505 m ° 505 79+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 Pipe 84-17.37' of 6" PVC @ 3.97% 535 Pipe 85 - 28.30' of 535 a Pipe 86-16.34' of 6" PVC @ 4.04% 25 St Sf a = 56+22.71 Pipe 87-12.05' of 530 Rim Elev = 519.62 6 "PVC @ 3.38% 530 2 Sta = 86+29.29 St 6" PVC @ 1.81% Rim Elev = SEE C5.1 N 525 10 o0 N 11 L � � L N (0� 525 O 00 00 01 00 O® OO o v II 00 oil II NLn + II oo� > Ij IT w + II SIN + II W o II o0 .00` c0 II w d �w �Chw > ,0 > II N > 0o + Go 0000 + IIOC) oCTO _� C) II CC)r- O II c� II C� II !� Co Lu c0 W N o` W w I I of > I I wCo Q) I I p+. I I Ci i I I 0 v> > tY v) De 520 10 I I �E i t �E o � = N E ��,� N I I ® q _ w ��� �- I I Z a E �V)� a 0 �-- u) _ g�� �-- > w p ®�ir >-V) n a I ' II i np i e p 87 8 520 Pipe 79 - 6. 3' of Pi ip pe Ipe } pe 85 010 6" PVC @ .85% 1p 82 79 80 8 Pipe 49 - 6.30' of 84 v Co o Pipe 80 -16 68' of N N N 6" PVC @ 12.74% 4B - 52.00' o O 00 010, n 7,73 6" PVC @ 1.92% � -q ° K o6 ' cO pipe p @ 1.16% Pipe 47 - 37.86' of of 0 11 11 I I II 515 Pipe 81 6. 8' of '�'. 7 F0 n & 6" PVC 6° PVC @ l .l B% plpe 44 @ AO% 1 1 0 0 C- 00 515 I ��15 vc L0 �, o II II a ��� a) Co Q�peJC° I O oO -a o QQ CL Pipe82 1655of 000 �oo0 0000 0 0 0 be NNC� 0 c° o � '�� o ' °�°- 6" PVC @ 1.06% -q n � 0 o Q a.. Q) Q) Q Q ._ _ a 2-. iEa .L � a o o= QQ . n °- `li) 11 I Pipe 83 -16 27' of 11 11 11 i) 0- Or11 � 510 6"PVC @1.o1°Io M ce) 01 LO 000 0000000/ 0000 000, d 510" In 6- Q 0_0_ 00- 0- Q- 0-0- - I�PI�C)�l � i2 I��r-,M- -q Q) Oe' O ��� i1 II II II ��LoLOLO� 11 it II II II II 0L0LOLOV)V) V)u7LOLOLOLO qIq V 11 II II 11 II II 0'`d'd100 1�0- II 11 II II 11 II -q q T o q 0, 505 Q Q Q D- a Q () Q) Q) Q) Q) Q) 6QQQQQ Q) 0 Q) Q) Q) Q) QQQQ�a � II � �} II a 505 35+00 36+00 37+00 33+00 39+00 90+00 91+00 92+00 STORM SCHEDULE Stir. # Top Invert In Inv. Out Downstream Pipe Note YD1 521.04 517.10 517.05 Pipe 38 9" Yard Drain Grate YD2 521.21 517.35 517.35 Pipe 66 9" Yard Drain Grate YD3 521.29 517.90 517.90 Pipe 67 9" Yard Drain Grate YD4 521.65 518.56 518.56 Pipe 68 9" Yard Drain Grate YD5 521.82 518.64 518.64 Pipe 69 9" Yard Drain Grate YD6 522.05 518.84 518.84 Pipe 70 9" Yard Drain Grate YD7 522.25 - 518.94 Pipe 71 9" Yard Drain Grate YD8 - - - Reserved YD9 520.90 517.80 517.80 Pipe 52 9" Yard Drain Grate YD10 521.07 517.96 517.96 Pipe 59 9" Yard Drain Grate YD11 521.29 518.28 518.28 Pipe 60 9" Yard Drain Grate YD12 521.78 518.56 518.56 Pipe 61 9" Yard Drain Grate YD13 521.97 518.64 518.64 Pipe 62 9" Yard Drain Grate YD14 522.08 518.84 518.84 Pipe 63 9" Yard Drain Grate YD15 522.27 518.93 518.93 Pipe 64 9" Yard Drain Grate YD16 522.43 - 519.26 Pipe 65 9" Yard Drain Grate YD17 - - - - Reserved YD18 520.09 517.57 517.57 Pipe 73 9" Yard Drain Grate YD19 520.06 518.11 518.11 Pipe 74 9" Yard Drain Grate YD20 520.29 518.32 518.32 Pipe 76 9" Yard Drain Grate YD21 520.89 518.45 518.45 Pipe 77 9" Yard Drain Grate YD22 520.90 - 518.64 Pipe 78 9" Yard Drain Grate YD23 - - - Reserved YD24 519.81 517.31 517.31 Pipe 79 9" Yard Drain Grate YD25 519.62 517.62 517.62 Pipe 80 9" Yard Drain Grate YD26 519.22 518.09 518.09 Pipe 82 9" Yard Drain Grate YD27 519.28 - 518.25 Pipe 83 9" Yard Drain Grate YD28 - - - Reserved YD29 518.97 516.22 514.22 Pipe 15 9" Yard Drain Grate YD30 - - - Reserved YD31 518.85 514.00 Pipe 44 18" Yard Drain Grate YD32 - - - Reserved YD33 521.27 518.77 518.77 Pipe 85 9" Yard Drain Grate YD34 521.41 519.41 519.41 Pipe 86 9" Yard Drain Grate YD35 521.46 - 519.96 Pipe 88 9" Yard Drain Grate YD36 - - Reserved Pipe 89 Reserved YD38 521.11 518.95 518.95 Pipe 90 9" Yard Drain Grate YD39 521.18 - 519.58 Pipe 92 9" Yard Drain Grate TD1 521.49 518.50 Pipe 72 4" Trench Drain Grate TD2 SEE C5.1 517.92 Pipe 81 8" Trench Drain Grate TD3 SEE C5.1 516.94 Pipe 49 8" Trench Drain Grate TD4 SEE C5.1 515.16 Pipe 48 8" Trench Drain Grate TD5 SEE C5.1 514.80 Pipe 47 8" Trench Drain Grate NOTE: SEE SUPPLEMENTAL LANDSCAPE PLAN FOR FRENCH DRAIN UNDERDRAINS BELOW GRADE 535 535 530 530 Co 525 O o N 10 = o 01 525 0 + II II N > (D +c > Pipe 39 - 22.13of c� II w w 00 01 0 w 6" F VC@5.09% = EQ oaE oaE Pip ®�� 89 - 21.12' of 0 > v)� >-?ry 520 6" VC @ 1.98%91 Pipe Pipe P pe 52® 2 Pipe 90 - 27.11' of Pipe 89 90 6" VC @ 2.09% 1 39 Lq Pipe 91-27.6l' of o 0 o L0 L0 Co 00 6" FVC @ 1.67% q 06 00 II II 515 pipe 92-9.42'of i' ®il D, 515 o 00000 ooc?oLnLqQ- a Co o, v a Q �vjlicoO co Q fl-n 11 11 II �00 alLO00 11 II 510 0 0 (DQ) (D a- rL i7L a. F - c1i N + LQ -au -an 505 a 505 ccm 91+00 92+00 93+00 94+00 95+00 GL 11. A1110V V V®OLLEY ENGINELI2ING Consulting Civil Engineers 210 5th Street NE Charlottesville- Virginia 22902 (434)9730045 www.woolley-eng.com Landscape Architect I Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner I Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR AMENDMENTSITE PLAN Q I Q U Z Q � �w � LU � w Q W Q Z W m > LL � O o } V) U w Z ZD Job Number: 1640 T11 OP �ERIC W. WOOLLEY LIC. NO. 3708 1_2-20-2019 � j o NAL Date: August 26, 2019 Revision: October 2, 2019 October 10, 2019 December 20, 2019 Scale: 1"=40' Sheet No.: copyright pc 2019 by Woolley Engineering Conduit Ductbank Profiles Existing Grade (Typ.) 545 545 / 540 540 ,� I °� e\ '' e 535 535 ev CL �\ 530 �' e e �, 530 / \ P oposed Grade (TyID.) - -- -- \ \ ung � N / 00CCq e / 0®N \ xo 00 / � ° \ ° � `� � � e m„w � 525 525 +> r � mV 520 Pipe 5 96.14' \ Pipe 6 79.6 6 Pipe 7 - 82. 3' Pip Pip 8 56,68' 33.51' 9 - Pipe - 71.54' Pipe - 36.45' 5 2 ` Pipe- 12 DIP 8 DIP 8" DIP WL 17.46 > J WL 4 WL e / (4) 4" PVC `® (2) 6" PVC (2) 6" PVC J > Pipe 4 - 370.21' �� —�J 515 �/ 515 0 o 18" HDPE (16) 4" PVC I / Storm Pipe 18" HDPE o o a / Storm Pipe 8° DIP 0 - `-' ° + w II w / SS 510 �°11 w °� 510 �� / 505 -I 505 Existing Con uit i 500 storm Pie 500 } Q } s � 495495 0; C4 L0 CV Sri F- L - C'W CO 04 C7 C,4 LO 4: CV,6 O C `0 II LO > > - N II N > � � II � > 00 > 0, > 0, C , 0) (D 0 o, Q) Q) CA W U, 0) o� 0 C, II w w � w I IL-U w Uj 490 ��� �E `� �� LO ��� Z) ��� L�E Q�� �� � 490 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 .r_ C 0 u� Sanitary Sewer Lateral Profile + 530 L � > 530 ,'' =oQ)E + - o m E� i C 525 W 525 w Le) ,�'J 0 0 �- I 520 ! ! 520 II !I II ! ! Q b P vC I�®% 515 45' Of 515 Ex. 8" DIP I o LO C)oo ' C u Mr7CO 510 �;; 510 aco >u ACC a 505 C ® 505 0 0 m o () LU _I 3 0 U ® = IL 0 500 �! 500 30+00 31+00 Length (ft) Sanitary Sewer Profilef 1 510 510 oO 1 Fill Grading (Typj > �0 Ln W 505 4 0 It v ° / 505 LUV)WQ� 500 500 Proposed Gr de (Typ.) 495 ! ! �x. �- �- 495 Existing Grade (Ty .) - Cq a 01 490 a } �� �� 490 ,r Ex.24' u / RCP >> ®> A -- 485 000w ° @ b���° 485 ,�' \era e LU 1z 4i 480 ,- b e�. 480 - �; e3�b �eP Sanitary Sewer Notes: ' .- Contractor shall confirm that the ex. piping between MH 4 and MH5 is PVC. Contractor shall add safety slabs (as necessary,) to MH 4 and MH5. Engineer 475 L I e I shall be notified of any conflicts prior to installation. 475 470 Il II II Ex. �" PVC I o fl i, 470 �- 0 N R,'Rl Ex. 24" CMP (Temp. To be Z) �= Removed) 465 > 465 33+00 34+00 35+00 36+00 37+00 bL t�-jq-100 manholes to be constructed in fill, Contractor shall place fill under sanitary manhole at 95 % compaction and embankment material shall consist predominantly of soil and be placed in successive uniform layers not more than 8" in thickness before compaction in accordance with VDOT 2007 Road and Bridge Specification 303.34. WooLLEY ENGINFX, IZING Consulting Civil Engineers 210 5th Street 111E Charlottesville -Virginia 22902 (434) 973.0045 www.woofley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJ • SITE PLAN Q 0.. U Z Q � � QUj w Q Z m w � U Q > � o p p �- o V) U w Z ZD Job Number: 1640 ERIC W. WOOLLEY LIC. NO. 37084i ®� 12®20-201g ��� 1 �SSI0NAL 'OAC Date: May 20, 2019 Revision: I May 28, 2019 August 26, 2019 December 20, 2019 Scale: Sheet No.: 1"®40' copyright Q 2019 by Woolley Engineering After 3' vertical placement of fill, Contractor shall excavate recently laid fill and install VD®T standard 21 A stone in an 8'x& o.c. compacted 21 A area centered on the MH (s). Contractor shall repeat this operation until an 8'x8' o.c. 21A stone base is installed between the existing ground and the proposed sanitary MH base in efforts to reduce the risk of settling. Contractor shall provide ACSA with compaction results prior to sewer acceptance. �* C TRAIL DETAIL N.T.S. N.T.S. 4" EXPANSION JOINT WHERE CONCRETE SHALL BE ADJACENT TO HARDSCAPE ii VDOT CLASS A3 T_ 6,(3,000 PSI) I _ J 15 " I 1 1 PAVEMENT `t CONCRETE MIN. 4" COMPACTED AGGREGATE BASE NOTE: 6" CONTRACTOR SHALL MATCH THE COLOR OF THE EXISTING CURBING. CONCRETE CURBING (CG-2 TYP.) N.T.S. NOTE: CONTRACTOR SHALL MATCH THE COLOR OF "1V THE EXISTING CURBING. 4" SEE CURB INSET ON C4.0 FOR LOCATION. -III-III-III 6„ 1 /4„ : 1 I PAVEMENT 6" 2, CG-6 WITH REVERSE GUTTER N.T.S. CATCH POINT j7 > z GT \I TRIM BRANCHES )1 FLUSH WITH TRUNK EXISTING GROUND SM-9.5A---\,4 6" COMPACTED AGGREGATE _j BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 PARKING Y DRIVE AISLE �1ilAy i17_•1 1.5" SM-9.5A 6" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 " BM-25.OA i ■."ilf.�l ill t�L'7A1 8" COMPACTED AGGREGATE BASE - VDOT #21-A - COMPACTED SUBGRADE 2115rr 3n 41 1 -III !2- �II' - AMNT lll;l11rr NOTE: -� CONTRACTOR SHALL MATCH THE COLOR OF THE EXISTING CURBING. 1 CONCRETE CURBING (CG-3 TYP.) Product Data Sheat Ride" Bike Rack ' Cahn( ity: 2 %; kes Solace n:caunt or embedded #u et n,rete surfa.`e. Requires only two halts to mount,; ``„ ith ecb-a surface mount anchor holo provided. 4 stainfegs steel ievelvej glides Within the baa3e are provided for 8ne adjustme-nt from top side of t;ase. • Cover plate over bike taclk Lose pru4aes s arnlegs app apanGe. Must be spaced r:*' aparl. and 24' frail a ".vale to rneet AP6P gu€deirines. Hi-Glo" Pedestrian Light and Lo-Glo" Path Light Pleaue refer to product data sheets for V.--h6cal irlforrnatim and specifications. Connect'" Shelter •Prase refer to the f`Aetro:40 World ocr. To Specify 14sit landscapefurns.corn. Designed by BMW Group Designworks Rest Bench Is protested by U,S. Patent No 0600,460:Oc•Ol,3851; IC01I.P520 Cerulect Rail is protected by U.S. Patent No. 0644,4461 0602,271 Goiteutis prctectedby tJ.S. Rater, j',,Ii G607,171; 1)610,322. D608.9fr8 Stop is protecteri by111,S. Paten NQ. D608,013 Fldeis protected by U.S. Patent rlo. D,313,646 jaage 7 of 7 BIKE RACK III1 � _► I I-; NOTE: CONTRACTOR SHALL MATCH THE COLOR OF THE EXISTING CURBING. CONCRETE CURBING (CG-6 TYP.) N.T.S. 6' CURB SHAPE TO MATCH FACE GENERAL NOTES: OF ROADWA`' CURB—, I 1. DETECTABLE WARNING TO BE PRE -FORMED PLASTIC INSERT WITH SLIP RESISTANT SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. 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. PERMISSIBLE CONSTRUCTION 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH JOII'JT 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. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER -- 12 —� ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. 12- MINIMUM CONCRETE COVER 1 1/2". TYPE B PARALLEL 9.0 CONCRETE CURBING (CG-12 TYP.) 5" CONCRETE 3000 PSI HIGH AIR ENTRAINMENT WWF 6X6 - WIDTH VARIES, SEE PLAN MIN WIDTH = 6-0" W2.9 X W2.9 LIGHT BROOM FINISH GRADE FINISH %4'":1' SLOPE A d® Y �..II-1IF — s I 6„ 6" COMPACTED AGGREGATE l . 3/8" EXPANSION JOINT BASE - VDOT #21-A 2. SAW CUT CONTROL JOINTS, MAX 6 O.C. COMPACTED SUBGRADE EXPANSION JOINTS, MAX 30' O.C. 3. WHERE SIDEWALK MEETS CURB WIDTH CBR = 10 SHALL BE C UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL MATCH THE COLOR OF THE EXISTING SIDEWALK. 5. SEE SUPPLEMENTAL LANDSCAPE DRAWINGS CONCRETE SIDEWALK FOR SCORING AND JOINT PATTERNS. N.T.S. N. i .3. B _ ko rack a3" 2H 2y 50;b 10ait fart capefonrtesorrt fer morn irdWnI Sp-rlficatims are %bjest to change viiihoit none. Landscape Fums surports the LanduapeArri;Ntectw Fcun(aaon at the SeNild f ent ify level. *2-017 Laaad% Forms, Inc. Printed h U �.A Fums, Inc.1 800.521.2546 1 F 2o9.w3t ,455 17WO E. Mkhi± aji Au-., Kdarr trso;, W 4rj048 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 #5 DOWELS, 8" LONC AT 1 9" C—C CAP UNIT KEYSTONE COMPAC UNIT v � I 8 F 01 FINISHED GRADE _ Q LEVELING PAD 6" 2' TYPICAL GRAVITY SECTION COMPAC UNITS - I" SETBACK 5 1 /4" FIBERGLASS PIN 8" MIN. LOW PERMEABLE SOIL UNIT CORE FILL RETAINED BACKFILL ra• PLAN FACE ,u cur­ro E"or 5 -w.0 cv+.enxeo.oCm.+es u:Nc wsF,u uw Cur 0 3O.AOtoo O.iOIV ... -C S O CHOt•FR. 0 L • • _. ��• • �. •• A•it j:: 1A �i:l:�J• •J` TYPICAL CORNER DETAIL PLAN VIEW IG ALONG TOP OF RETAINING WALL SHALL BE INSTALLED WHERE HEIGHT MEETS OR EXCEEDS 42' SEGMENTED BLOCK RETAINING WALL 2, [--5„ , F 3„� 4, L2„ i 4__ 1 1 1 RJ ASPHALT CONCRETE SURFACE COARSE TYPE SM-9.5A ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 ... ! I 1=1 11= 2' AGGREGATE BASE MATERIAL I- I I TYPE 1 NO. 21 A NOTE: COMPACTED SUBGRADE CONTRACTOR SHALL MATCH THE CBR = 10 COLOR OF THE EXISTING CURBING. CONCRETE CURBING (CG-7 TYP.) TYPE C PARALLEL & PERPENDICULAR A PERMISSIBLE CONSTRUCTION % JOINT 5' I � i t .1 MAY, �1-.1 MA,X - CC(`CC�C�CnrOCOOC CC OC r^ 2' nCnC'C QCC0 o°C, A PLAN VIEW 50%-65% OF BASE DIAMETER _ TOP DIAMETER 0.9"-1.4" BASE DIAMETER 0.2" TRUNCATED DOME DETAIL 6' 1.6"-2.4" JI III - A c 0000000000c B 0000000000000000000c 0000000000000000000c 0000000000000000000C 0000000000000000000o cV ® 0000000000000000000c 1 0000000000000000000C 0000 000000000000000c C-C o0000000000000000ooc VARIABLE 4' MIN. � TRUNCATED 1.6"-2.4" 0000000000000000 0.65" MIN.— PAY LIMITS DOMES NOTE: CONTRACTOR SHALL MATCH THE DETECTABLE WARNING DETAIL COLOR OF THE EXISTING SIDEWALK. RECLAIMED GRANITE VARIES BLOCK BOLLARD 12 - 14" POLISHED TOP SURFACE co NATURAL FACES V)_ M ®% O > =000NCRETE _1 SIDEWALK, SEE DTL. e¢. COMPACTED 4r) e e d . r VARIES 14- 13" V LLB r® > PLAN Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT = Q U Z w Uj Q W Q z Z m � U Q LI 0 O O z 0 � rz Z GENERAL DETAILS Job Number: 1640 T11 OP ERIC W. WOOLLEY Mc. IVO. 3708 12-20-2019 Liss j O N A L Date: May 20, 2019 Revision: August 26, 2019 December 20, 2019 Scale: 1" 20' Sheet NO.: copyright 0 2019 by Woolley Engineering WOOLLEY ENGINEERING 49 8 f 0l Consulting Civil Engineers 210 5th Street NE � ' Charlottesville> Virginia 22902 7f 8 47 7/ (434) 973 - 0045 [2 [1218 www.woolley-eng.com /8 5/0 7/8 [671 [1083 [ 21 Landscape Architect Red Clay Landscape Arch. NOTES 912 Sixth Street SE -- —CONTINUOUS PIPr r Charlottesville, Virginia OR PRECAST PLUG C� 1. PRECAST PIPE PLUG SHALE. BE SET IN FRESH MORTAR. 22902 4 1 4`0" 2. PRECAST PLUG SHALL O[:MFORM TO PIPE MANUFACTURER'S PARTS LIST ar JOINT DESIGN AND SHALL HAVE A F,�1NIMUM THICKNESS NOT T 18 \, 15" PLAIN OR REINFORCED CONCR. LESS Trlarl PIPE WALL THICKNESS. 18 ITEM CATS gRY PART NU EJE DESCRIPTION OTY• BASE It NI PIPE AS REQUIRED' ON PLANS. - t` �` 121 1 L C080177 E10LT S3 AUG S/8-7 X4.00 HBX 2 E�Ct1 ( �: _ 1 C 3. THIS INLET IS TO BE USED ONLY IN LOCATIONS NOT SUBJECT Owner 42 $ _ _ _ _ _ _ - r _ _ _ _ _ _ , : TO "TRAFFIC. Univ. of Virginia Foundation 4. FRAME IS TO BE SECURELY MORTARED TO TEE SECTION. One Boars Head Pointe 3i} 3/8 t71 [10] � L G9$ti210 YyASHER ID x 1.gU{? o� FL 2 F�cli � 1 I ��. - 'g j [7 2 / n'+ / QQ QQ» ' rdoruNa� Charlottesville Vir 32 1/8 25 1! 8 1 ] J I 0 �1 ' t?ht T R 5. FRkAE AND CRATE SHALL aE GRAY IRON, ASIM A48, CLA S 30S. i ginia +u I I ;�o - 22903 AGE _ / _ - - ', - - _ 6, THE PRECAST TEE IJ SOT IS TO COMFORM TQ THE REQUIREMENTS P: (434) 952-3777 d _� OF AASHTQ M170 FOR 15" CLASS X REINFORCED CONCRETE PIPE. i. IF A PRECAST PLUG IS NEEDED, THE, COST c)F "THE PRECAST PLUG I3 PULL&OT 0 � PLAN SECTION! B-B SHALL BE INCLUDED IN THE PRICE" BID FOR DI-3. 11\ 1t 1�' �� Zia $ [7� 12 [ 1 r I LOCKIfIfl _ 4 dw I T I RISER WHEN SLOTS MAJ®R 30118 u v~i? I I 9 I RECtUIR"cTJ 41- 3 8•-7 SELF' A3JIItr G, 661 � , ro „ CPENIN Y4"\ �r a R; SITE PLA N /8 RIi LA I S.5. --NUT � d � � I ,� I,IORTATt \1 � >3AA i� � . .:: �. LUMMG BOI,T NUNHIIAL � - t AMENDMENT PZ �rES [13 UR AGE MUO i DIAk1EtER \ A 7 1 �1 _ c i. 13/1 B[97as.. i w (. \ 1 8 15" PIPE MIN, \` S1= CTIG�N C-C' PART PLAN Ff'�PriE �� GIRATE 18 [761 - - T" �, BAR STOP FRAME PLAN -I [457 Q ,. la;��" 121✓a, NilE; i f�.,x5. � • 'lz` �t3ag'. � 1'la 1. RATED FOR STATIC DESIGN LOAD C7Fi2,51)0 - 11j p tBS. [100,0851 CIVER A 10 [254) X 2g [5I8j. AREA A 1z rlu"r .._ I f 1. DI SIGNS IN BI ,OKETS ,ARE MIL S AND MUST PASS A MINIMUM STATIC r � i Dr{ILL _. OF 33,750 LBS. [150,120 Nj, 28 1 2 UNLESS NOTED 4Ti VISE. � 4 ry daataautexsltoRnarwxTlswonoDusmtsataeerytr�r,.� i" -----\ LOCr.ii,G B:R- 1 7 DIM ENSIONS ARE IN INCHES � MILUMVERS IN il(ETS UNLE �i E NWD. �, 3i?iINDIAMN:iTAMM � �p BttiR iLOT�X 931a P'-_- gs✓a 217t C�OIRSiTr,TH9m, ti- BAR STflP j +R [GtIT 2021 INDUSTRIAL PARK EAR; I'4C ram+ .� v» 9T i $ � . `` I„x1" A 3629 �.� l„ 16 It/B" BY DATE 1 .# UlI3� Li. LENOIR CITY, TN 37771 � o-K ntp +m T sysc � c�v \ 8590-3-39�.�u C� - aTEEL B R 47 [74 ] clr�N aaf t 6a wrrwr,�yu�Tz#t�.c4aTn + x e a,ri SECTION A --A FRAME ,ECTIOIv A-^� �I�'ATE U13 BOTTOM VIEW L0C;KII�1G) BAP [i194 K � � jp�5 ��JtiLE �NnNG DEScRtP�Icar� REV Ti't�P� VIEW � � QUA7TTE txlv�tt ENOi �.� 12/8/8U !� 1' LISTED APR /a/ 6 z .I5I! PIPE TEE SECTION DROP INf ET �REFEferEl U�? APR � �j' ,J/N/196 B BOX U Z PROJECT NUMBER [1<itrl!VING NIUMBER Rev. 7/04 .ffRGfihllA Q"cPARTMEMT OF TRAbISPdRTA"norT 233 84015 �tc W 048BMEI j 1104.25 LjLj 13.0 CONDUIT JUNCTION BOX 14.0 CONDUIT JUNCTION SOX LID 15.0 PIPE TEE DROP INLET t) j N.T.S. N.T.S. N.T.S. Uj LLJ s i PLANTING BED < a5 BARS a 8" C-C TYP. ® 8 7 Q58e TYP. GRADE BREAK FLUSH CURB BETWEEN STANDARD CG-7 A Lockable in Raised and Lowered Position - BOTH RAMPS - \LU Key required to lowder and raise bollard LU i�I �'- SHAPE TO ELEVATION (number of keys included: Z) OF MID-PONT OF A I t A LARGEST PIPE.SHAPE TO I I 30• DIAI�TER ROUNDED CONCRETE • CONTO+E I `�' I I :; I "�' TRANSITION (TYP.)_ . _ _ - _ - . - 3LL e DF PdPE I ') TTTT_'r_1_ ,; I--�� DETECTABLE WARNINGLL I I DOMES (TYP.) 2 Q Q 35 5/8 STRUCTtRiE SIZE WiO �� . Q Q 04 1/2 \�V•// \ l (✓Jff� PLAN WALL Tr cKr+ESS ve S PLAN " ----•-.SLOVE TO DRAIN TO UiYCRT , V DF DUTI.'ETPIPE STANDARD CG-7 - �-- SECTION A -A g„ 1 4 �� 1/8 Wall METHOD OF TREATMENT IN DROP INLETS - 1 � � I ,• PLANTING BED �-� FLUSI-I CURB 08 5/8 Set top edge of receiver approx. Concrete t �•1 �` 1/4" above grade, build a berm CLASS A3 CONCRETE eLAss A3 00NCRETs �O� around the edge to reduce the 0 Drain Rock ARWHEN FrERENTESZE�OF PIPES �S R 5 / possibility of ground water getting `� ENCOUNTERED. SLOPE To DRAa+ SECTION A -A SECTIaN B-I3 A 14 Grade i LU OUTLLET FIFE � M� MATCH EX. SIDEWALK COLOR � NDTEs= _ \ into the receiver SNTE OF MANHiOLE AND Y1ET PTVERTS W ACCORDBNCE WITH r • I. STANDARD SL-L MANHOLE SAFETY SLAB IS REQUIRED AS PART OF THE DWIACE TH5 DRAWING IS TO APPLY TO THOSE STRUCTURES SPECFIEO DESIGN FOR MM&tOLES �ATNCTiSM BOXES AND DROP MET$ WITH HEKHTS GREATeE - 5" -CONCRETE ,. THAN 12 FEET, 7i£ SITAl:C�'G OF ADJACENT SAFETY 5LASS SHAL _ 8' TO t2' WITH ON PLANS OR WHERE WYERT OF PIPE IS ABOVE EVERT GF i L - 4' STRUCTURE, NO SAFETY SLAB LOCATED WITH'di 5 FEET OF 7Hz TOP OR tiOTTU'id OF THEX// 5THIJ01UR . SAFETY SLABS SHALL NOT UE LOCATED BELOW ANY tt#LET PIPE OF ,� �� ML<!,1{0!E QR [h40P INLET Is r0 6E FiHiMED Aid GYJH:YTRutiTED f A 30" D{W�TER OR GREATER. Rq�S,/r 6 x 6 - W2.9 x W2.9 W WF \, , �• ' Hi AOCOFEETPPlCE VTITH APPLICAa#. STANDPTiD QR SPECIAL DRAWING. a // \\ 'D. . " .. 7tiE ITiVERT SHAPV{O AS DETAa rO t IXI tS 1'O CON�ST OF A 2. TIrE COST OF TIE SL-T IS LUOED YJ THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS O/v �t \ ' s. . .. B \ \ \ \ \.: D • PORTLAND CEMENT CONCRETE hfiIX C4YffORMtiaY3 TQ CLASS A3 WR $ '�• FOR FEKiTt�R OETA%.S '-7� Ct Ip a CLASS C1 EXCEPT THAT 25% DF COARSE AGGREGATE iWY BE • .... V'C . •;1.,;t.� .. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE .SIDE OF STRUCTURE TO THE ,t . - •.,; 4TMtER WHERE APPk.1CASLE. ST�_PS ARE TO StAGOERED A.CCORDdv'C,tY. h \ UP TQ b W DIAMETER AND CONSf5T F STONE,BROKEN BRICK, v ( / 9" 5 BARS a a" C-C TYP. / .. BROKEN CtLEFT S OR BROKEN NSdORETE BLOCK. THE SURFACE d ( _ : a. SAFETY SLAB M.AY BE CAST -IN -PLACE OR PRECAST, CAST-N-PLACE CONCRETE TO BE -----,� OFT BE LEFT SMOOTH TE SHALL RF NAND POSED. LIkFG. FiOT:� I .. , . . 5 sB/ _ CL.AviS A3 BE IN CCI PRECUT THCONCRETE MS T4 BE A9• i+4400 PS'15. F iFORC64G \•• ° p OF irtE COARSE AGGREGATE 5}i?l:_ f{'eMAV1 E:Q%OSED. "�./' . • °` ,a,. , •'•S a - - - \ .. • ` D, • \/\/\/\\ ; ••° 8T�L TO 8E 6YCORDANCE WITH A.4s}ifO #31.! '�'f ', -� DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE r ' - .r •: • •: .. .' . • • .. FLUSH CURB � v ���: 0.. .. PURPOSES ONLY, EACH MANHOLE OR DROP MET LS TO BE SHAPED •� - 5. ACCESS OPENNOS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS � s... '•. UgJIV�tTALLY TO BEST FI7 Tk+E PARTIWLAR ItA,ET NJD OLRt£T S F1GN}! Ja' SF ACCESS OPEtT�•iC sHW1 k RECTA,eiCiR./aR (siRUCTL43.E wgTH BY GRADED Sc THOROUGHLY \ ° • , .•\ \ \ k I•. I> \ CONFIGURATION AND FLOW LBWS. \ \ \ \ SECTION B"E3 / � •: ° / / / / `. D ; , . , . .�D.• ° \ PLAN TYPICAL PRECAST UNIT COMPACTED SUBGRADE \ \ ... \ \ \ \ •' / \ METHOD OF TREATMENT IN MANHOLES 6" - #21A OR #57 AGGREGATE Ao A �E€teA:txn SPECSfiCATWN 42 3/8 \ \ � :• FUU.\ \ TYF'ICAL CONICRTE ST"ET1( SLID BEDDING MATERIAL STD�tD hAETH®D OF SHAPIIfVG M,AhdHOLE $� ii*fLET 13�'VERTS REFERREF�ICE EAR ®R�� iNL�TS M�NH€�LES �AAi[? 4JUt�CTIt�N @AXES 302 VB2GBBA DEPARTMENT OF TttANSF•ORTATIOP! 3B2 ' REV. 7A05 CONCRETE SECTION / N36.08 YIRGA9A €?Ei'ARTMENT OF TRM9S'r'ORTATlON t a.14 54" \\ a4 \\\\\\\\ a 16.0 INLET SHAPING 17.0 MANHOLE SAFETY SLAB 24.0 IFIED G-12 WITH FLUSH CURB Min. \ \ N.T.S. N.T.S. N.T.S. /\i a a � as a \GENERAL SQUARE TAPERED BEEHIVE POLYOLEFIN GRATE / /\\\\\\\ \ a / POLYPROPYLENE CATCH W/ U.V. INHIBITORS. \\\\\\\\ \\ DET A I/ c NHBASIN IBITORSR) W/ U.V. \ as r\ \ \ \ \� \ L /`'iILJ SEE PLAN FOR GRATE WIDTH \\ • \ \ \ \ \ \ as a� \ \ / \\/\/ \/ Job Number: STEEL TRENCH DRAIN GRATE SL®PE ' 'y S14" Min. / 1640 6ARIABLE WIDTH (SEE C6 �� ✓i ` - �\� --'\`-- - ,\\ Notes: e e -- �� - s--�e SECTI®fV A -A TRENCH DRAIN CHANNEL ��� ✓� _ �, -��„ -'�e �"''j�� - --` \; CONTRACTOR SHALL • Embedment details are for reference illustration only. Minimum foundation sizes depend on local soil conditions, weather conditions, and engineering requirements. COMPACT EACH LAYER � j ,..--- _� r..-�.r-• � ✓ •Bollard is provided as shown, with parts listed below. Concrete foundation and/or installation not provided by Reliance Foundry. '`SH OF' OF BACKFILL PRIOR TO • This drawing is not drawn to scale. Dimensions provided herein is for reference only. Please consult Reliance Foundry sales professionals if any dimension is critical to your INSTALLING EACH --.`'` \�`''✓i� �-o.� � e�--' �-�`'e� �'��- --'"-� EXTENSION RISER particular installation. ✓✓ � �� \ �` �\ ��� ✓-� '�`�r eO • Reliance Foundry reserves the right to amend design and specifications without prior notice for product improvement. ' E�� W. WOOLLEY `-� LIC. NO. 3708 9"SQUARE TAPERED � .w POLYPROPYLENE S `/\;r , CATCH BASIN W/ U.V. 26.0 REMO\/ABLE BOLLARD �S(oNAL INHIBITORS. N.T.S. w � 6" MIN. " ,��./ O' �O\P." '',/�'��/✓���/`�,��'°.,/��✓ MIN \;� �1R N ��¢ ®ate: VDOT #57 GRAVEL BASE ®\ 4" DEPTH May 20 2019 Q� 6"MIN,/ ff �,\��' `\�\O\\ \�'\\ \\ �.\ Revision: August 26, 2019 \`\°\\f�� �� December 20, 2019 5�1' \•\,�' �\. �e� .z�', ->�� -R_ .�Cj .� � \���'\\, \ COMPACTED SOIL SUBBASE #3 OR #4 REBAR STAKE SUSPENSION METH OD. \� COMPACTED SOILS. ; �/\\',/\�/ LENGTH OF STAKE WILL VARY WITH SLOPE OF DRAIN. _ #4 REBAR HORIZONTAL PLACE TOP\\ `�\�\ dj �,j \7 7 2 2 & BTM. OF CONC. POUR 3 CLR @ BTM. (TYP) - - =�-y _I -III =1 I I ICI \ 1=1 I I �-I 1vl I Imo\ I ICI 11= 11= 'I iI �i iI II i I 411 NOTE: -III_-I \ -_1 I�I I \ I Imo\ it I I--+1 I I- I-�I I I\I i I I I -I I (=� I- SEE PLAN III- -III-III -�-III-III-III-III-III- I I -III -III -1 II i,I �I I II \ d PAVEMENT - Scale: GRATE TO BE PROTECTED FROM CONCRETE POUR NOTE: " ' t As Noted (COVER HOLES WITH TAPE). _ 1 4 1 1 1 NOTE: CONTRACTOR SHALL SET TRENCH DRAIN WITH A SINGLE POUR APPLICATION CONTRACTOR SHALL INSTALL $' WEEP HOLE `: Q. MATCH THE COLOR OF , - . PAVEMENT Sheet N®.: AND SEAMLESS INSTALL WHERE ADJACENT SIDEWALK/ BASIN PER MANUFACTURER'S IN EACH a THE EXISTING CURBING. ° v a ° PLAZA CONCRETE/PAVERS ARE TO ABUT TRENCH DRAIN SPECIFICATIONS. CORNER FRAMES. AVOID FULL LOAD TRAFFIC FOR 28 DAYS OR � ° 4 v UNTIL CONCRETE HAS COMPLETELY HARDENED, 1 Q 4 C7,61 13.0 TRENCH DRAIN DETAIL 19.0 YARD DRAINS 25.0 MODIFIED CG-7 CURB - PARKING N.T.S. N.T.S. N.T.S. 25 Of 36 copyright © 2019 by Woolley Engineering JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -..--•..®IDS-�---1D'�-- �-- 1 5' I (I �, I I l' . _I WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,> EASEMENT WIDTHS, WATER OR SEWER ONLY 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH Di SEPARATION CIF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90` TO THE RIGHT OF WAY. UTILITY LOCATIONS c EASEMENT WIDTHS NTS FIG. W-1 TD-i NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILI E "THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6` MIN -------•- z' To 10' (270-) 18"-22" VA 7 CU. FL LVE 80X #68 STONE 42°MIN s'.` B" GATE VALVE ►mot. ' ; x 6„ r TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STAB_ SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN WHEN JOINT FITTINGS A HYDRANT IS LOCATED 1N A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE : 1. SURROUND WEEP HOLES YWTH GRAVEL AND KEEP FREE OF CONCRETE. INCLUDING DITCHES 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE:. FIRE HYDRANT ( ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE HITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATIOM IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T"s, FIG. W-4 TD-8 44` MIN. B" MIN, a •. $o GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 4°rT INITIAL BACK€ILL--, 6" BEDDING #68 STONE lima STABLE SOIL ROCK * SCRAPE TIME 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 #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 MI INITIAL BACKFILL 4 ON UNSTABLE s" W SOIL MI MIN MIN hfilN. #68 STONE GRANULAR FILL AS q > r xAPPROVED BY ACSA �?CK STABLE SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS 'SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASE'S. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG, W-2 TD-2 PLACE 5' GALVANIZED " WITNESS " POST WITH /CAPPED ENDS PAINTER) BLUE IN REMOTE AREAS -AS DIRECTED, MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I I ADJUSTABLE TRAFFIC RATED I VALVE BOX W/ LID L.I G z Ca <L' M.J. GATE VALVE WATER 30 LINE 2500 P.S.I. } - CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK • sI NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL CATE VALVE NTS FIG. W-5 4" DIAMETEI AND VALVE WATER TD-9 ON-LINE J. PLUG (TYKE "B") VARIES -- THREADED COUPLING PVC SLEEVE CAP NIPPLE AND PVC I LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES - VARIES 2" BRASS PIPE r WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TDA-19 FOR ALL BENDS FOF WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED, MI' ®BODING AS -- REQUIRED MiIN T SECTION 1--•1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU. BEND L H T L F# T 8o 2.50 2.30 3.01 0.24 4„ & 6" 45 2.00 2,25 2.60 0115 2.00 2.25 Z50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1,50 2.00 2.50 0,10 BO 3.68 3.16 3,21 0.48 $" 45 221/2 2,66 1.60 2.66 2.16 2.77 2.69 0.26 0.13 �.1fi 2:91 2.66 0,32 11 1/4 1.66 2.16 2.67 0,13 91) 4,83 3.83 3,42 0.83 IU' & 12" 45 3.33 3.58 2.95 0,43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0,24 11 1J4 1,83 2.33 2:84 OA8 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, BEAD ENDS AND AT VALVES, 2. USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL bE RESPONSIBLE To THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W--3 CRIMP AND ROLL END OF COPPER PIPING 42" MIN.REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT --OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B Tn-i1 NIFITFi MIN. 60` DIAMETER MANHOLE r= REQUIRED, PJL STEW q _ i)RQP NAWilL£ PVC Cft®SS n 2, USE APPROVED FLEXIBLE RUBBER r �+ BEIDT= 8 o� 5' GASKETM) �Q d STOP COUPLING . _. 21. 7' PIPE STRAPS K; DROP PIPE (STAIILESS STEEL) SPACED EVERY E' VERTICALLY 91J° RESTRAINED BEND e 1 �SEWER INFLUENT PIPE q MAIN �• • a u a : SEWER a a '° PIPE FLAN PROFILE MIN, 6' BEDDING WITH NO, 66 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET, 2. VERTICAL DROP PIPE SHALL BE SOR 26 P.V.C, 51ZF.DTHE SAME AS THE INCOMING PIPE AND CONNECTEDTO THE DROP FITTING WITH STANDARD GASKETJOINT. 3. VEM ICAL DROP PIPE SHALL. BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MALE Or STAINLESS STEEL. 4. SHAPE INVERTAS NEEDEDTO PROVIDE SM09rH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS, 7, MINIMUiVI 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP' CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N:T. S. FIG. -1-C2 TD-30 ASTM A36 AND HEX NUT ASTM A588 MP) UNDISTURBED EARTH UNDISTURBED 2 3/4" DIA SOIL (TYP) ALL-THRFAII ROD + h' WATER MAIN C 2 Z e VALVE --'� 24" MIN UNDISTURBED EARTH PLAN e GLASS A-3 CONCRETE � sy MIN as EGA -LUG MIN UNDISTURDED NOTE: 1. ALL, RODS AND FASTENERS SHALL BE GIVEN M 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 I5 LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY, CROSS_ ANCHOR RESTRAINTS FOR VALVES NTS Fig. W--30 TD-8 VARIES VALVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). TES �'----•-•--2" COPPER M.J. FITTING WATER MAI Ore DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BYTHEACSA. SERVICE LINE TO CONNECT AT MAIN WITH X"x4' TEE, . REEFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE, + NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. + USE 2500 PS,I. CONCRETE, LARGE METER SERVICE LINE NTS FIG. W-60 TD-12 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION INTIAL BACKFILL* 8"MIN (6:' LIFTS) EMBEDMENT* THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF RIPE MECHANICAL TAMPER HAUICIIING NO. 68 STONE _ _ BEDDING o" max4' min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE ; 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -CIF ---WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH TITS FIG. S-3 TD- 34 FINISHED GRADE IT1==i fT='(� •t=1T •----••=T1 T---ITT i 7 rr=-T� r•=1T1=--�r rr= TRENCH REDUCER Fi e` a �-•2500 P.S.I. CONCRETE THRUST BLOCK _ - s=_' _ -� ------ ----_ - UNDISTURBED SOIL _ - - - - - $18° MIN, PROFI EI VIEW UNDISTURBED SOIL, - EDGE ^' 24' MR OF TRENCH k ..,..,.., -.. _.. --....... - - -.,. - - -.-. - - s.... - j...,, . .,....... f - , o -...,....- .-. - - ...,. . /REDUCER 8" TIN, Z500 P.S.I. CONCRETE THRUST BLOCK- ' k d' MN I7-------------�--- m., � ��T UNDISTURBED SOIL - EDGE OF TRENCH a'k 24" MR NOTES: PLAN VIEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA, 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE. CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG, Vi 3D TD-7 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 11R' 311. 5'0` 3'8' 2> 31• 5'a' Val 3` 5' MIN, O` 4' 5' MIN, 12' MIN, GREATER GREATER 4' PROPOSALS WILL DE SUBMITTED. ODOR HINGES I I I I ( I I I 1 I LIFT HANDLE L� _----- --- - d- -� TYPICAL METER VAUL N.T.S. FIG, W-7A TD-14 SIDE VIEW .75' DIAMETER DRILLED TOLE FOR TOUCH READ WITS, TOP VIEW 3" DIAMETER FLAT UNDERNEATUHRFACE x4, X 36, 4LUMINUM ACCESS -LATCH WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville . Virginia 22902 (434)973.0045 www.woolley-eng.coTn Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Q 2 Q � Z QUj J _ W � Q � (Z^ � LU m `.J Q O O O Z O Uj GENERAL DETAILS Job Number: 1640 of ERIC W. WOOLLEY LIC. N0. 3708 �0 12-20-2019 LI'4,SI O N A L S Date: August 26, 2019 December 20, 2019 Scale: As Noted Sheet No.: copyright © 2019 by Woolley Engineering COD 1 , 1^ rf ` am s I1 TT oO �� PH2: (23) RIVER BIRCH -SIZE B �r h� � fir. ` f 14 Jam, 1 N 0 \\,/ O PH2: (18) EASTERN REDBUD � EMERGE i0R � O X_ PH]: (4) RED MAPLE -SIZE A I + L� PH2. (17) SWEETBAY MAGNOLIA H2. (7) LONDON PLANE TREE O PHASE 1 LANDSCAPE LEGEND QTY I BOTANICAL COMMON SIZE NOTES 9 ACER RUBRUM - SIZE A RED MAPLE B&B, 2" Cal. 25O.C. 4 ACER RUBRUM - SIZE B RED MAPLE B&B, 2-1/2" Cal. 30' O.C. 23 BETULA NIGRA RIVER BIRCH 6'-8' Ht. MULTI -STEMMED LLU U 17 LIRIODENDRON TULIPIFERA TULIP POPLAR B&B, 2-1/2" Cal. 29 PLATANUS OCCIDENTALIS SYCAMORE B&B, 2" Cal. 42 QUERCUS BICOLOR SWAMP WHITE OAK B&B, 2" Cal. 25O.C. 18 TAXODIUM DISTICHUM BALDCYPRESS B&B, 3" Cal. 20' O.C. 66 ILEX VERTICILLATA'WINTER RED' WINTERBERRY HOLLY 7 Gal. 6' O.C. 17 ILEX VERTICILLATA'SOUTHERN GENTLEMAN' WINTERBERRY HOLLY 7 Gal. 6' O.C. 3 L.B. SCHIZACHYRIUM SCOPARIUM LITTLE-BLUESTEM SEED SEE HATCHED AREA 1 LB. RUDBECKIA FULGIDA'GOLDSTURM' BLACK-EYED SUSAN SEED 0 1 L.B. MONARDA FISTULOSA WILD BERGAMOT SEED 1 L.B. SOLIDAGO CAESIA BLUE -STEM GOLDENROD SEED w 1 LB. LOLIUM MULTIFLORUM & LOLIUM PERENNE *ADD IF PLANTING IN FALL SEED *ADD FALL OR 1 LB. COREOPSIS TINCTORIA & RUDBECKIA HIRT *ADD IF PLANTING IN SPRING SEED SPRING TO MIX WHEN PLANTING PHASE 2 LANDSCAPE LEGEND (OPTIONAL) QTY BOTANICAL COMMON SIZE NOTES 33 CERCIS CANADENSIS EASTERN REDBUD 5'- 6' Ht. 9 GYMNOCLADUS DIOICA'ESPRESSO' KENTUCKY COFFEETREE B&B, 3" Cal. LU LU 25 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 4'- 6' Ht. ~ 40 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 10' Ht. 7 PLATANUS ACERIFOLIA LONDON PLANETREE B&B, 3" Cal. 133 CORNUS SERICEA'ARCTIC FIRE' REDTWIG DOGWOOD 5 Gal. 3'-6" O.C. 54 FOTHERGILLA x'MOUNT AIRY' MOUNT AIRY FOTHERGILLA 5 Gal. 106 ITEA VIRGIN ICA'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 3 Gal. 2 "' 79 OSMANTHUS HETEROPHYLLUS HOLLY OLIVE 5 Gal. 79 VIBURNUM X PRAGENSE PRAGUE VIBURNUM 5 Gal, W O.C. PH2: (31) MOUNT AIRY FOTHERGILLA - - I PH2: (31) ARCTIC FIRE REDTWIG DOGWOOD PH2: (13) HOLLY OLIVE PH2: (13) ARCTIC FIRE REDTWIG DOGWOOD c4 y 1, PH2: (14) ARCTIC FIRE REDTWIG DOGWOOD PH2: (14) HOLLY OLIVE X LANDSCAPE PLAN KEY: B&B = BALLED AND BURLAP CAL. = CALIPER GAL. = GALLON HT. = HEIGHT LS = LANDSCAPING O.C. = ON CENTER PH1 = PHASE 1 MINIMUM LANDSCAPING PH2 = PHASE 2 (OPTIONAL LANDSCAPING) SQ. FT. = SQUARE FEET TREE CANOPY CALCULATIONS (@ 10 YRS) FOR PHASE 1 LANDSCAPING SPECIES HEIGHT AREA/PLANT AREA/SPECIES ACER RUBRUM 20' 177 SQ. FT. 2,301 SQ. FT. BETULA NIGRA 25' 397 SQ. FT. 9,131 SQ. FT. LIRIODENDRON TULIPIFERA 37' 387 SQ. FT. 6,579 SQ. FT. PLATANUS OCCIDENTALIS 47' 1,253 SQ. FT. 36,337 SQ. FT. QUERCUS BICOLOR 31' 299 SQ. FT. 12,558 SQ. FT. TAXODIUM DISTICHUM 25' 79 SQ. FT. 1,422 SQ. FT. TOTAL PROPOSED CANOPY 68,328 SQ. FT. (1.57 ACRES) EXISTING CANOPY 2,220 SQ. FT. (0.05 ACRES) PROPOSED SITE ACREAGE 7.12 ACRES MINIMUM TREE CANOPY ACREAGE REQUIRED 0.712 ACRES (10% OF SITE) TOTAL AREA COVERED 1.62 ACRES (± 22.8% OF SITE) INTERIOR LANDSCAPE AREA CALCULATIONS FOR PHASE 1 LANDSCAPING TYPE AREA Ac NOTES PARKING/ROADS 3.06 REQUIRED INTERIOR LS 0.15 PARKING LOT LANDSCAPE 0.75 24.5% PARKING/CIRCULATION 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. 3. All disturbed areas shall be seeded per the specification of permenant seeding stated on ES 1.0. 4. All landscaping shall be installed by the first planting season following the issuance of the first certificate of occupancy within the development. 5. Tree canopy calculations include Phase 1 landscaping but do not include optional Phase 2 landscaping. Existing Treeline Proposed Treeline LU z w� :z ,LU o wQ wz o> zco 0 z CL- I1.1J2P2b 40 0 40 80 120 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville > Virginia 22902 (434)973.0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT Q = Q u Z Q 0 w rz W J Q ZLij z L m (j Q L.L 0 O i H GOO 1 Z LANDSCAPE PLAN Job Number: 1640 �11 OP Ekic W. WOOLLEY LIC. NO. 3708 16o� 12-20-2019 �ssj O NA L Date: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 Scale: 1"=40' Sheet No.: copyright @ 2019 by Woolley Engineering copyright © 2019 by Woolley Engineering 24'-0" PLAN PAVEMENT—J #4 REBAR DOWELS @ 2' O.C. 23 1111 Oka Y 011 l0 - 0111 . GENERATOR SCREEN - SOUTH cw,ura 5 IAN' M 16H rl%`W� Tit Pam: ttP� l SECTION TDCV (1(iAAD(1CITC All Cl ATC r•ihl (1 /2" O x 24" LONG) BRICK TO MATCH TOWN CENTER FOUR BUILDING CONCRETE BLOCK BACK-UP FRONT ELEVATION CAST STONE CAP •oP� 3 GENERATOR SCREEN WEST scam 1.s= r.c 5 GENERATOR SCREEN EAST iu�1C-P3 IVA F_ 1-TT IV SIDE ELEVATION W FAD cra: I ,{ Y 1 t' t t Ib NOTE: f ,ays OF „?Y:Y.kET: J'i8b}VtC 31'S1;%1 SEE ARCHITECTURAL I i I { � • DRAWINGS FOR DETAILS f i I? p { lX�A"Ii .Fh'EftAM1Wi ! ). LA 5f,M1 � 1 .-.�-� •R.r.�..�..Rf � 'i(i;;'. I t jjjj3 ru;ar r�.�exrtxa }� / r' y,LL%fiF£1 kyles GbM, GZ 4J I - W EI+A Fz i •• - t nAl4v"•I'JYX.'f' L stt 2 i.�' � ; } jy. t 6.NU GIT �3 - �� ) 1- � CGMYv.,i92FJ93LL`A:YEkItl CtNY_-.I S'I�d ' f S 1 !�. } ,' l S^F L Y iT.SYA GAWIF!!_% 't t�f� .+ I `L�r�'�i. _at.rr Y � {; �` `G��.� \i�rt �'� � •. � s GENERATOR SCREEN W/Al.l PILASTER SECTION �'"�? `"'i GENERATOR SCREEN WALL - LOUVER SECTiOM ('p8 '"*� GENERATOR PAD DETAIL f�r9s KALE. 81 i'A• AcX-Gti WaE 31,s--1'4P .,Se(-0d SCALE 1-=14- -ewe,' tni3otav� ; W'a�ury �. AS;�Ni-Cr".�&�RATi7R SCREEN �fA;tl UVAF01UNDA•r1oN 'roww cmgTER FOUR _ COfl�ERGArd1£Y ' GENERATOR PAD AND SCREENING DETAIL N.T.S. BRICK TO MATCH TOWN #5 X 1'-01, X 31-81, AT 32" (ALTERN, DIRECTION OF F CENTERED IN 8' DUMPSTER SCREP TIO 3/4" _ 1 `-Olt 51 S1 UNILOCK PAVERS (SEE SHEET L5.01 IN LS ARCH SET) HAND -TIGHT JOINTS, STABILIZED SAND FILL 'F . •.-..:.•.;•• •:.•. •.. .•-.:...:.,.....•;.: •. ,.. a •,.,.,...,'. •.. .; ® 111 THICK SETTING BED (CONCRETE SAND) J,� ••� ~- , v-- ' 5" CONCRETE SLAB " a1 WITH 6x6-W2.1xW2,1 WWF a •g.. ` COMPACTED AGGREGATE BASE (SEE SHEET L5.01 IN LS ARCH SET) GEOTEXTILE 11=III=III=III=III=III=III=III=III=III=III=1II®I_I I� COMPACTED SUBGRADE —I I —III —I I —I I —I I —III —I I —I I —I I —I 11=1 I I —I 1=� ®— II—III=III—III—III—III=III=III—III—III=III=III—III NOTE: ��I�I���I�II�II�II�II�II�II�II�II�I��II�Ir��1�1��11�1-1�I-III-III I SEE SHEET L5.01 IN LANDSCAPE ARCHITECT SET FOR DETAILS ON TRANSITIONING FROM PAVER TO OTHER SURFACE MATERIALS �300 PRECAST PAVER SECTION _ UNILOCK PAVERS N.T.S. ---- EDGE OF CONCRETE a�a FOOTING (2" ROUND DIAM.) ANCHOR BOLT PLAN HOLES PER NTS MANUFACTURER — FIXTURE & POLE HEIGHT: VARIES HANDHOLE (SEE SHEETS SL-1 & SL-2 FOR DETAILS) GROUNDING LUG SQUARE ALUMINUM #8 BARE GROUND COVER PLATE WIRE IN Y2" HEAVY I ' I W/ TYP. GALVANIZED WALL P.V.C. CONDUIT ANCHOR BOLT 4 #4 VERTICAL REBAR - 3" CLR [- 1 4 #4 HORIZONTAL REBAR TIES, 12' O.C. I ;I 2 #4 HORIZONTAL REBAR TIES, 6" O.C. @ TOP 3'-0" II Lj FINISHED GRADE 1-11I BACKFILL AND SEED ul - ' - TYP. I. L^�J 5/8" X COPPER -CLAD 21-011 GROUND ROD ROUND MIN. 3" TYP. ALL SIDES CONCRETE SHOEBOX LIGHT PEDESTAL N.T.S. INSTALL ELECTRIC WIRE AND 1" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE X do r I I -1 I I-11 N.T.S. r EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) ❑e ANCHOR BOLT HOLES PER PLAN MANUFACTURER NTS HANDHOLE FIXTURE MOUNTING HEIGHT: 12' (MATCH EXISTING IN TOWN CENTER) GROUNDING LUG SC�UARE ALUMINUM COVER PLATE #8 BARE GROUND W/ TYP. GALVANIZED ANCHOR BOLT WIRE IN Y2" HEAVY 6 #6 VERTICAL REBARS WITH WALL P.V.C. CONDUIT #3 TIES 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) PEDESTAL SHALL BE FLUSH AT SIDEWALK WITH EXPANSION JOINT 1 2-101 1 l . TYP. 3'-6" r L INSTALL ELECTRIC WIRE L - _ J AND 1" (TYP.) CONDUIT MIN. 5/8" X 8' TWO FEET BELOW GRADE COPPER -CLAD GROUND ROD POUND NOTE: MIN 3'-6" MIN. EMBEDMENT IN ZONE OF UNDISTRUBED ORIGINAL SOIL OR 3" TYP. CONTROLLED COMPACTED FILL. ALL SIDES CONCRETE DECORATIVE LIGHT PEDESTAL (WITHIN SIDEWALK) N.T.S. ANCHOR BOLT EDGE OF CONCRETE a❑a HOLES PER FOOTING (2" ROUND DIAM.) N.T.S. 3500 PSI CAST -IN -PLACE CONCRETE PAVING WITH AIR - ENTRAINMENT (6% +)-1 1/2 %) #4 AT 12" EACH WAY AT IN ID -DEPTH OF SLAB (LAP T-10" MINIMUM) CHAIR AND SUPPORT REINFORCING EDGE OF CONCRETE FOOTING (8" ROUND DIAM.) LIGHT POLE (POLE DIMS: 3" x 5") FIXTURE HOUSING EDGE OF RAISED CONCRETE TO BE FLUSH WITH BASE. (DIMS: 3.25" x 5.25") EDGE OF SIDEWALK EDGE OF SIDEWALK PLAN NTS N.T.S. 311 ROUND MIN. CONCRETE BASE SHALL EXTEND APPROX. 2" ABOVE FINISHED GRADE Landscaue Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT t � • t I A' Job Number: 1640 O � i ERIC W. WOOLLEY LIC. NO. 3708 16 0 7-30-2020 �4v �'S�SIONAL Date: May 20, 2019 Revision: August 26, 2019 December 20, 2019 July 30, 2020 Scale: AS Noted Sheet No.: copyright 0 2019 by Woolley Engineering ct� 3 C3 ---_ - M 01 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.00.1 M 0.0 J 0.1 M 0.0 M DUMpsr R w. O �pMn y T 1 l�0.0 0.0 0.0 __--0- 1p.0 0.0 .0 0.0 / s 0�, " E gGENCY 0.2 2 �- 0 J 0 - O 0 // 0.3 - GENERPSOR 0.1 0.0 0.0 f . 0.0 0.0 0. 1 1.1 � 0.2 o.z ,j, 0.0 0.0 0.7 0.8 T� _ 0.0 � 0.0 0.0 1.4 0.7 / 0.0 0. 1.2 k 2t 0003 0.0 o. � 14 E P � ® �' "�. � o.o s 0.0 / 0.1 1.0 1.6 2.9 2. o 0.0 j 2`7 i j 0 0.0 / 0. '" n.2\ 1 0. 1.2 E P 0.0 n 14 3. 5.� ' / .40.0 / 0 " \ 0.5 30 3.0 0 2.7 / 0.0 0 .5 \, 3.3 6 ` 2.2 2 0.0 j I 0.0 O� 0- \ \ 0.3 �XP� 3.4 ` 6.1 4.3 0�0 .D•0 2.1 3.5 1.6 0. i. n Ic ®E��� \ 1 V 0.5 V 6. 3..3 4.7 o �� �, 3n 3 / 0.0 0.0 J0. -0.6 0. / O 0 j 0.1 0 �jr 0.0 �5'r 0.1 0 0.0 0 / �r f j o / 0.0 l l 0 < 9� 2 ; a 3 - N A 3.4 3 g 44.1 �2 . j 0 40 0 40 80 120 Schedule Symbol Label QTY Catalog Number Manufacturer Description Lamp Number Lumens LLF Wattage Lamps per Lamp 26 DAN/WIN-90W4K-TYPE PEMCO WINSTON PENDANT MOUNT LUMINAIRE SAMSUNG 351 B 60PCS 1 9574 1 85.2 V 4 VSS-2-T3-96L-1-40K- NLS Lighting Value Series Square T3 LED 1 35088 1 316 G UNV LLC G2 6 VSS-2-T3-96L-1-40K- UNV NLS Lighting LLC Value Series Square T3 LED 1 35088 1 632 13 1E2774_100_1xLED_- - TARGETTI TITANO ING MULD LED 5W WW FERRITE LED---- 1 158 '1 5.8 I 7 VSS-1-T4-64L-7-40K- NLS Lighting T4 OPTICS WITH BLACK HSS LED 1 8298 1 136 G I UNV-HSS I Ex. DAN(WIN-135W4K-TYPE PEMCO DANVILLE AND WINSTON PENDANT SAMSUNG 351B 90PCS 1 15476 1 125.1 EXP III MOUNT LUMINAIRE Ex. PEMCO WINSTON PENDANT MOUNT LUMINAIRE SAMSUNG 3516 60PCS 1 9574 1 85.2 0 DANM/IN-90W4K-TYPE 13 TRC-1-T5-64L-7-40K- rNLS Lighting TRAC POLE MT-12' 1 17391 1 136 P UNV RC Pole Mt 26 TRC-1-T5-16L-7-40K- NLS Lighting TRAC BOLLARD T5 Optics 1 4137 1 35 oR UNV TRC Bollard Optional Lighting 86 5212-40BZ-25-13W WAC Landscape Lighting LED 1 929 1 13.1 0 ,r LIGHTING 100 BALL GREG TARGETTI BALL GREG LED 1 67 1 1 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Property Line X z 0.0 0.2 fc 0.0 fc N/A N/A fc TOWN CENTER 4 X f� 32.1 fc 0.0 fc N/A N/A a - Luminaire Locations No. Label MH Orientation j Tilt I 1 A 12.00 135.41 0.00 2 A 12.00 315.00 0.000 3 A 12.00 137.19 -� 0.00 4 A 12.00 137.58� 5 A 12.00 139.09 0.00 6 A 12.00 318.65 0.00 7 A 12.00 318.92 0.00 8 A 12.00 323.03 0.00 9 A 12.00 230.33 0.00 10 A 12.00 227.60 0.00 11 A 12.00 185.06 0.00 12 A 12.00 185.53 1 0.00 13 A 12.00 187.50 0.00 14 14 A 12.00 �49.09 i 0.00 15 A 12.00 51.34 0.00 16 A 12.00 229.24 0.00 17 A 12.00 230.29 0.00 18 A 12.00 228.37 0.00 19 A 12.00 228.18 0.00 20 A 12.00 49.69 0.00 21 A 12.00 46.85 0.00 22 A 12.00 319.76 0.00 23 A 12.00 321.19 0.00 24 A 12.00 231.34 1 0.00 26 A 12.00 230.33 --� 0.00 1 AE 12.00 136.64 0.00 2 AE 12.00 136.64 0.00 3 AE 12.00 136.64 0.00 4 AE 12.00 136.64 0.00 5 AE 12.00 136.64 0.00 6 AE 12.00 231.44 0.00 7 AE 12.00 232.13 0.00 8 AE 12.00 227.02 0.00 1 C 1.00 21.52 120.51 3 C 1.00 343.75 139.57 4 C 1.00 21.52 120.51 6 C 1.00 343.75 1139.57 7 C 1.00 21.52 120.51 9 C 1 1.00 343.75 139.57 10 C 1.00 21.52 120.51 12 C 1.00 343.75 139.57 13 C 1.00 21.52 1120.51 15 C 1.00 343.75 139.57 16 C 1.00 21.52 1120.51 18 C 1.00 343.75 139.57 19 C 1.00 21.52 1120.51 21 C 1.00 343.75 1139.57 22 C 1.00 21.52 120.51 24 C 1.00 343.75 11139.57 25 C 1.00 21.52 1120.51 27 C 1.00 343.75 139.57 28 C 1.00 21.52 120.51 30 C 1.00 343.75 139.57 31 C 1 1.00 21.52 120.51 33 C 1.00 343.75 139.57 34 C 1.00 21.52 120.51 36 C 1.00 343.75 139.57 37 C 1.00 21.52 120.51 39 C 1.00 1 343.75 139.57 40 C 1.00 21.52 120.51 42 C 1.00 343.75 139.57 43 C 1.00 21.52 120.51 45 C 1.00 343.75 139.57 46 C 1.00 1 21.52 120.51 48 C 1.00 343.75 139.57 49 C 1.00 21.52 120.51 51 C 1.00 343.75 '139.57 52 C 1.00 21.52 120.51 54 C 1.00 343.75 139.57 55 C 1.00 21.52 120.51 57 C 1.00 343.75 139.57 58 C 1.00 21.52 120.51 60 _ C 1.00 343.75 139.57 61 C 1.00 _ 21.52 120.51 63 C 1.00 343.75 1139.57 64 C 1.00 21.52 120.51 66 C 1.00 343.75 139.57 67 C 1.00 21.52 120.51 69 C 1.00 343.75 139.57 70 C 1.00� 21.52 '120.51 72 C 1.00 343.75 139.57 73 C 1.00 21.52 120.51 75 C 1.00 253.75 1139.57 76 C� 1.00 21.52Y 1120.51 78 C 1.00 253.75 1139.57 79 C 1.00 ! 21.52 120.51 81 C 1.00 253.75 139.57 82 C 1.00 21.52 1120.51 84 C 1.00 220.11 1139.57 85 C 1.00 21.52 1120.51 87 C 1.00 235.31 139.57 88 C 1.00 111.52 120.51 90 C 1.00 343.75 139.57 91 C 1.00 109.14 120.51 93 C 1.00 343.75 139.57 94 C 1.00 76.83 1120.51 96 C 1.00 343.75 1139.57 1 - D 10.00 1 0.00 0.00 2 D 10.00 0.00 0.00 3 D 10.00 0.00 0.00 4 D 10.00 0.00 0.-00 5 D 10.00 0.00 0.00 6 D 10.00 1 0.00 1 0.00 7 D 10.00 1 0.00� 0.00 Luminaire Locations No. Label MH Orientation Tilt 8 D 10.00 0.00 0.00 9 D 10.00 0.00 0.00 10 D 110.00 0.00 0.00 11 D 10.00 0.00 0.00 12 D 10.00 0.00 0.00 13 D 10.00 0.00 0.00 14 D 10.00 0.00 0.00 15 D 10.00 0.00 0.00 j 16 D 10.00 0.00 - 0®00-� 17 D 10.00 0.00 0.00 l 18 D 10.00 0.00 0.00 19 D 10.00 0.00 0.00 20 D 10.00 0.00 0.00 21 D 10.00 0.00 0.00 22 D 10.00 0.00 0.00 23 D 10.00 0.00 0.00 24 D 110.00 0.00 0.00 25 D 10.00 0.00 0.00 26 D 10.00 0.00 0.00 27 D 10.00 0.00 0.00 28 D 10.00 0.00 0.00 29 D 10.00 0.00 0.00 30 D 10.00 : 0.00 0.00 31 D 10.00 0.00 0.00 32 D 10.00 0.00 0.00 33 D 10.00 0.00 0.00 34 D 10.00 0.00 0.00 35 D 10.00 0.00 00 36 D 10.00 0.00 0.00 37 D 10.00 0.00 I 0.00 38 D 10.00 0.00 0.00 39 D 10.00 0.00 0.00 40 D 10.00 0.00 0.00 41 D 10.00 0.00 0.00 42 D 10.00 0.00 0.00 43 D 110.00 0.00 0.00 44 D 10.00 0.00 0.00 45 D 10.00 0.00 0.00 46 D 10.00 0.00 0.00 47 D 10.00 0.00 0.00 48 D 10.00 0.00 0.00 49 D 10.00 0.00 0.00 50 D 10.00 0.00 0.00 51 D 10.00 0.00 0.00 52 D '10.00 0.00 0.00 53 D 10.00 '' 0.00 0.00 54 D 10.00 0.00 0.00 55 D 10.00 - -0.00 0.00 56 D 10.00 0.00 0.00 57 D 10.00 0.00 0.00 58 D 10.00 0.00 0.00 59 D 10.00 0.00 0.00 60 D 10.00 0.00 �0.00 61 D 10.00 1 0.00 0,00 62 D 10.00 0.00 0.00 63 D 10.00 0.00 0.00 64 D 10.00 0.00 0.00 65 D 10.00 0.00 0.00 66 D 10.00 0.00 0.00 67 D 10.00 0.00 0.00 68 D 10.00 0.00 0.00 69 D 10.00 0.00 0.00 70 I D 10.00 0.00 0.00 71 D 110.00 0.00 0.00 72 D 10.00 0.00 0.00 73 D 10.00 0.00 0.00 74 D 10.00 0.00 0.00 75 D 10.00 0.00 0.00 76 D 10.00 0.00 0.00 77 D 10.00 0.00 0.00 78 D 10.00 0.00 0.00 79 D 10.00 0.00 0.00 80 D 10.00 0.00 0.00 81 D 10.00 0.00 v 0.00 82 D 10.00 0.00 0.00 83 D 110.00 0.00 0.00 84 D 10.00 0.00 0.00 85 D '10.00 0.00 0.00 86 D 10.00 0.00 _ 0.00 87 D 10.00 0.00 0.00 88 D 10.00 0.00 0.00 89 D 110.00 0.00 _ 0.00 90 D 10.00 0.00 0.00 91 1 D 10.00 0 0.00 92 D 10.00 0.00 0.00 93 D 10.00 0.00 r 0.00 94 D 10.00 1 0.00 0.00 95 D 10.000.00 0.00 96 D 10.00 0.00 0.00 97 D 10.00 0.00 0.00 98 D 10.00 0.00 0.00 99 D 10.00 0.00 0.00 100 D 10.00 0.00 �� 0.00 1 EXP 25.00 15.64 0.00 2 EXP 25.00 11.04 0.00 3 EXP 25.00 23.20 0.00 4 EXP 25.00 13.50 0.00 5 FEXP 25.00 11.04 0.00 6 EXP 25.00 353.76 0.00 7 EXP 25.00 26.03 0.00 8 EXP 26.00 357.77 0.00 9 EXP 25.00 0.00 0.00 10 EXP 25.00� 14.22 0.00 11 I EXP 25.00 13.42 0.00 Luminaire Locations No. Label MH Orientation Tilt 12 EXP 25.00 0.00 0.00 2 G 20.00 183.57 0.00 3 G 20.00 1 273.89 0.00 4 G 20.00 275.19 0.00 6 G 20.00 316.45 0.00 1 G2 120.00 316.17 0.00 2 G2 20.00 320.71 0.00 3 G2 20.00 4.22 0.00 4 G2 20.00 3.62 0.00 5 G2 20.00 3.53 0.00 6 G2 20.00 I 5.57 0.00 2 H 1.00 39.56 0.00 3 H 1.00 33.69 0.00 4 H 1.00 34.03 0.00 5 H 1.00 34.03 0.00 6 j H 1.00 34.03 0.00 7 1 H 1.00 34.03 0.00 8 H 1.00 34.03 0.00 9 H 1. 0 34.03 0.00 10 H 1.00 1 34.03 0.00 11 H 1.00 34.03 1 0.00 12 H 1.00 34.03 0.00 13 H 1.00 34.03 0.00 14 H 1.00 i 34.03 0.00 1 1 OG1 20.00 i 174.81 0.00 2 OG1 20.00 25.56 0.00 3 OG1 20.00 208.61 0.00 4 OG1 20.00 358.26 - 0.00 5 OG1 20.00 i 45.00 0.00 6 OG1 20.00 42.22 0.00 7 OG1 20.00 23.28 0.00 1 P 12.00 i 135.00 0.00 2 P i 12.00 0.00 0.00 3 P 12.00 0.00 I 0.00 4 P 12.00 1 0.00 0.00 6 P '12.00 0.00 0.00 8 P 12.00 1 0.00 0.00 9 P 12.00 j 0.00 0.00 10 P 12.00 i 0.00 �0.00 11 P 12.00 1 0.00 0.00 12 P '12.00 0.00 0.00 13 P 12.00 91.79 0.00 14 P 12.00 1 91.79 0.00 15 P '12.00 ' 91.79 0.00 1 R 3.25 ' 43.98 0.00 2 R 3.25 12.60 0.00 4 R 3.25 ; 9.28 0.00 5 R 3.25 6.22 0.00 6 R 3.25 1 357.58 0.00 8 ' R 3.25 ; 56.57 0.00 9 R 3.25 51.40 0.00 10 R 3.25 1 57.00 0.00 11 R 3.25 1 53.28 0.00 12 R 3.25 1 56.57 0.00 13 i R 3.25 45.69 0.00 14 R 3.25 50.09 0.00 15 16 R R 3.25 � 55.11 3.25 51.73 0.00 0.00 17 R 3.25 E 48.42 0.00 18 R 3.25 44.64 0.00 19 R 3.25 50.66 0.00 20 R e 3.25 54.78 0.00 21 R 3.25 44.81 0.00 22 R 3.25 l 41.27 0.00 23 R 3.25 232.21 0.00 24 R 3.25 230.66 0.00 25 26 R R 3.25 327.40 3.25 55.99 0.00 0.00 27 R 3.25 55.82 0.00 28 R 3.25 41.88 0.00 SPILLOVER1. THE OF LIGHTING FROM LUMINAIRES PUBLIC PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED O Off- CANDLE. OUTDOOR2. EACH .__ WITH A LAMP A. EMITS ifs' MORE INITIAL LUMENS SHALL BE - LUMINAIRE AND SHALL BE , SHIELDED -_ REFLECT AWAY ADJOININGD-DISTRICTS ADJACENT ROADS. THE SPILLOVER OF LIGHITNG • ROADSOM LUMINAIRES ONTO PUBLIC RURAL Rk AREAS ZONING DISTRICTS SHALL - -O FIELD-VERIFY3. CONTRACTOR SHALL FIBER OPTIC LINE AND TAKE CARE WHILE IN THE PARKING LOT. INSTALLING SHOEBOX LIGHTING (TYPE "G2") WOOLLEY ENGINEEPJNG Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 22902 (434)973.0045 www.woolley-eng.com Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT T Q � Z < 0 W � � LL w Q w Q Z w m � U Q LL � o O O � � o v> U w Z ZD SITE LIGHTING PLAIN Job Number: 1640 `'VIA OF Irk € ERIC W. WOOLLEY LIC. No. 3708 44 12-20-2019�v �SS I O NA L Date: May 20, 2019 Revision: August 26, 2019 November 4, 2019 December 20, 2019 Scale: 1"=40' Sheet NO.: copyright © 2019 by Woolley Engineering 4�-h WIN, bTON M1 W-0 ov fiffilay"NEWFIL LIONT110 F31011111070i A 0681 COMPANY of RA D I A N T"L E D PENDANT MOUNTS Specifications and Features, Raidianit'll' LED Qi rmm iiQ rm; Crinforririal,Gj-adn LEE) light engirie OCT 2700,30 00, -000, 5 000 K IFI. i Distflbiution - IP 6 6 III, Pd, Vfu I Ctlt-'A Electrical ri A U-1 OV Dirnmab V, Dti,,r-, r L - Surge 0 IN43 11SAC F11-akri virge- prote fAon device rrieet-3 IEEE a2 -41200 2 C Fpk I.n Optional Controls 14n G, Yir. MA., kaxj This stylish luminaire iiijith �-s sle_- F�, k arid pra,�i cal Mon le-,,e phot.., crintrol RC ll, . I t ULi Ct 43 C:�- re 17' F,-ptacle. (PC Fla) esig n, -1 L. cap al-il e of sup er 1 or pe rf o rrfan ce n oi -7-riln tifiJ J�43 c+; recet:itacle (PCPj)' m.-Ater what the liqWng, derrand, "Awaiiabi.- on po orairra Orly Pernoo's. Radlanfrm IqVit engine, along iflilfi-i ffie Housing f i,-,t urc-.�- ho u!�Irl�j, pri.-1 Aide. s ful I rjut-rif f and ce -,feri Q ahinlinum upper donle ligI-A distribtion. Finis h "C 'Alper Aut-aWF,- polye-5.1p.r r uat fin4i m ffriiyhu a,,lral a Ae,'ncludiny patina-� and -ZIII RALcolor, Listings & Fl[atings ET L listed to UL 115�0 daridard fo r uket [orArin and IN Pi year irMed ifijarra rit�c - HRMAT 3 lj Exarn1)1P_: V.V I%l-'1A(1 4,1 U- 3-33,tkil 8- -N-DBZ ORDERW SuFfili-0 �;-Rrw I S-Sullitl KW=dm 1.1111:1-mlipmrdliA6z e fAz t- LEO Light 11 Engirip 'ffirHoUnm Lens i%t HA)WENAMMElim 4=K-n-F6,:d I OW 4°Ad4e9i Whrl*Kku _-l'jpt V FE"Dii lifmriir�mrrdilrd) Fu5t,dmnje Cd orn lbndfird U-Aora f?:- 134t t n W=GUAM FWFPSilde Munt ow1pirAe SiMR'i:E4dt ).4)untnqLrjr-_, Fell to n 2r_- 5ll fit ikiElli.; (0;AimuItFntrX) DEL'- [bee. bironxt 13 L�htr-r-tf 5i IMIlP FJ +t K u n itte ''MU -fill(') -Cie l� 40 01111 T 0111.4ired D6,k FRO; Jrd,MJX=_ Lighlir-q N-ox-a X2fffZAW Fzu. ',,C22T2�Ut3 vAw.i1nrw�AQhNc*Fn iTf*perrr0iiIhIinqff_m lAiiii-pq LUMINAIRE TYPE "All N.T.S. 00m A AM, Sol= "Maw"M iIXRQ�a i i TITANO Compact Professional IngrOLInd LED Grazer Concept: Setun -recessed grazing light (4f(-xL fixture lot White LEDs Housing; Slainless stool body. Materials. Dje-ciStaltinflnuin Lrhil.'Stainless stool installation slt3evo. Tvirn; Firtishod Ferrite Grey iriodized alurninaini ring and cover. rubbed glass. lens for blacie of light effect. Optic. High EfVckaw-y inullichip LED Efnluer. tylono-, Lk. pltn-oiriissions. Mounting: Serni-recessea housing to rnount in install aticii skieve r(iqUired (Sold separately). Fixture inclLirles scrwkv domi holes aril stairtless steel Driver: 120V Inteurated nott-difrifiting driver. Installatlom FixtuFixture?mounts In installutlon'l-16' tall x 854' (hartletiir sleeve. Fixturo is provide with aft IP68 connector cable, direct burial bras-s illgr4FIC10 JbVX (r(_,1qU1re,,L sold separatoly), Wattage: "w Color Temperature- 30OVK / 40001K CRE. Ra84 Lumens: 3000K 400,01K Pluf, E:,;;Ssjun PAorio-Efnjssion = 47L!n 531-irt Bi-Ewivsion = 931-ni 106Lrn Pluri-Eonsssiorts = 158Ltyi '18ILrn Lumen Maintenance (00): 50,0001rrr Co1colmop for LED fiylure�; oro rqi that coiriplyevilh,�,,,Rh 19S INI-80 BUG: BO-Ul-GI BO-1-12-G1(bi-), SO-U2-Gl (pluri-) Voltage; 120V AC 50i6W� IP Rating: !P67 IK Rating: 1K10 Load RwUnq: Resistant to 51.adc loads up to 20KN in fklSh inounted cement and pnv,.rllenl lastallation&. Certifications: cUl-us Wet LrstcA E477426 Tested In accamance with L!4-79-08 "Title: 24 rornmerrlEsl in5tallation cornpliarlL Warranty. 5 finlited Walmilty Up to I rVIETER D�PTH of water for Up tO it I MrXil I 1L)"I of 30 Ml NUTE S N.T.S. tun o-E,mv;:,p A- ------ sus174� �-41 ING Im LANDSCAPE LIGHTING FixtureType: Catalog Number: Project: - ----- Location: ff 7 '.4' PRODUCT DESCRIPTION Landscape accent luminalre. One fixture replaces all older halogen landscape accent lights FEATURES Adjustable and lockable beam angle Integral dimmer IP66 rated, Protected against high-pressure wateriets I Includes a detachable shroud Solid diecast brass or corrosion resistant aluminum Factory sealed water tight fixtures Mounting stake, 6'lead wire and direct burial gel filled wire nuts included Maintains. constant lumen output against voltage drop UL 1598 Listed Not suitable to use with external dimmers ORDERING NUMBER ColorTemp Finish Grand Accent 30 3000K "K BlackonAluniinurn 5212 120V FT-4-01,701< IBZ of arizeonAlualiflUrn 8BR Bronze oil Brass 521 2- Example: 5212-408K SPECIFICATIONS Input, II4V-120VAC Power. 13W to 31 VM 701rin/W Brigbtness, 7801m-21501m Beam Angle: 15'to60' CHI: 85+ Rated Life: 45,000 hours watlighting,com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (800) 526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithia Springs, GA 30122 Ontario, CA 91760 WAC Lighting retains the right to modify the design ofourpfoducts at any time as part ofthe companys continuous improvementprograrn. JUL172018 LUMINAIRE TYPE 11cli N.T.S. LUP N.T.S. N.T.S. N.T.S. INTELLISTR AND L^I\A P CABLE LIGHT Key Features Low voltage cable light -age dual circuit c- allble In v,- Low volt, able light av, irlous t for festoon mounting, taught or swa Perfecyed, spacing. Strand is capable of static Warm White or RGS. • 16 gauge conductive cable with factory attached sockets. For indoor and outdoor lighting applications. Available in 2300'K static warm white of addressable full color 24BIt RGB, Individually addressable- lights for dramatic full color lighting effects. Lamp spacing avallablo- In 12" CC and 24" 0C_ Flat base can be easily mounted against a wall or ridged surfacca. - ntinuous length: 50'maxperrun(12'0C) Niax co .............. 100' max per run (24" OC) Multiple climi-nIng options avzillable, See power supply selections. .......... Color cllallqlrlg Shover NOW Dimensional rawings Static whit'o shovill A <D ID i Class 2 Details Spacing 12' or 24' OC Socket Spacing color Ternp Avallable In 2300'K and RGO Wattage 11W p,,-,r Socket Installation Attach to aircraft rabic, (provided by ollx��rs) and to be securndwrlh cable ties wrovidecl t)y oitit�rs). Optional cable ovrap ('11cases all-cFEift 'In(' If1tE_jII"3[fand E4lJle f0l. a Installation Examples ctpan one wire look (,see pate 2) Power Supply LijIPd Cluss 2 output, 24 VDC povior supply rp,(104-d Facade Ile Rating JPGS Certifications cETI_u, Cl;x5s 2 Wetl_jsted 4007019 accordaric�-vvith ...... ------ ... . . .... Titl(,, 24 contaw-r(ial inSUAGIjarl cornpliallL Warranty 3 yoor warrarity Fixture Data Swayed Model Efficacy, LnVBulb VIVBulb Lin/Wt Aircralt Cable—,1_11 230CYK 51.00' 67 Tale 24 High of cucy rounr g, Straight Trac Bollard is a combination of security and vandal resistance that blends beall-Itifl-Illy into any pathway environment. Designed as a slim bollard. A beautiful performance is created while combining uniform illumination for pathways or landscape at 24", 36" or 42" heights. With two designs to choose from; linear and slope. The -rrac Bollard offers Kelvin temperatures of (warm) 3000, (neutral) 4000 and (cool) 5000 in Type 2, 3, 4 and 5 light distribution. Conforms to the strictest Made in America standards —designed, tooled, fabricated and assembled in tl'ie USA. a ITW 26w wmiiil , � Mamp- 56W Project Name MICRO OPTIC SYSTEM Our new cell -enclosed, micro optic silicone modules produce high clarity and outstanding performance. LED WATTAGE CHART Type: 24' in Type 2 '175 3000K 1120-1771 Surge Protector 6 �nchor Base t (24) {T2) (175) (30K) (UNV) (AB) (1 OK White Marine Grade 4000K (WHT) Finish 36 in Type 3 350 rac Bollard (36) (T3) (35) (40K) Silver (MGF) Slope (SVR) Dual Head (7135) F42 �in -type 4 530 5000K (DR) : Hunter Green (T4) (53) (50K) (HGN) Black Type 5 700 OUTMM PHOTOMETRIC REPORT CATALM. TRC-1-T5-16L-7-40K-UffV (BLK) (T5 (7) Fixture Type R" - Trac Bollard Graphite PH) ZONAL LUMEN SUMMARY G rey ZONE LUK34S WMINAIRE (GRY) 0 30 -3. 7A_% G-40 597,0 MAI% custom 0-60 1,815.1 43.8% 60-90 2�26.6 562% % M-100 1,047.7 253 -t5 -120 9G 0,000 0% 1064 282 90-180 4,141.6 100% FORM AND FUNCTION Sleek, low profile housing . ..... Engineered for optimum thermal management Low depreciation rate . ..... Optical system designed for: - Parking Lots - Commercial Applications Spider Mount or Direct Pole mount ggaa CONSTRUCTION Dip- Formed heavej duty Aluminum Corrosion resistant external hardware One-piece silicone gasket ensures IP-65 seal for electronics compartment Two-piece silicone Micro Optic system ensures IP-67 ­M% level seal around each PCB FINISH M— - 3-5 mils electrostatic powder coat. LISTINGS NLS' standard high -quality finishes prevent corrosion - Certified t4UL1598 protects against extreme environmental conditions - CSA C22.2 No. 250.0 * Designt-ightsConsortiurnx(DI-C) . WARRANTY , DesignLights Consortium P remium` (DLCP) Five-year limited warranty for drivers and LEDs. - IP65/ IP67 Rated Jrr I 11A11D us E LISTED 4-11alk LED WATTAGE CHART . ...... .... . ... . .......... ........ .. ......... ........... ...... . . .. ..... . . .. ...... . . .......... ............ ..... ..... 18.0 28 W 6 W . .. ...... 4i, 104" 1WW Pa 36W .... ...... ..... .... . A)510 ----------- ---- ------ 2(Y3W 3 1 blej . ..... ........ I Project Name: Type: Value Series Type 2 350 3000K Direct Pole Bird Spikes (8s) Square Small (30K) !Aarine Grade Finish (MGF) (T2) 16 (161.) (35) r QRnzz Surge Protector (10K) 32 (32L) IVSS-S Only 6- ilupb) (VSS-S) I : white 4000K 1-' a40-480 Nerr.a'/ Pin Fiecepr-.aclE, (PE7) va/ue series Type 3 530 (40K) 1: (NV} ago— _Tgo 11-20, QQ i (WHT) Pnotocell (PC) lb�lhw"al vvifaue'120-YU Square I (T3) YaS_-1 (53) 1 W (DPI 0) Silver , : 5000K ir�­ wd. PPA Adapf", Photocell + Receptaelp (Pon) 32(32L) (SVR) AM-3 f) ly Type 4 48 (48L) (SOK) Mutiojt SFmilw JMS) Black 700 Knuckle Mount (KM) NloiioLse•rasr,r r:,J7 J d rcnaai (641.) : (T4) 64 7) OFor 8'* Below (FSP-8)(WSS-1VSS-2nly *IGL-54L only: Graphite Para to?D'(PSP 20) Types yl5a7z Trunion Vlount (7M) : (GPM) (TS) 80(80L) 'Motion SeasorandrSP-211 areirite9talto *V35;_11 vss!2 only Grethermu're y : Spider INAount (GRY) : fluick Mount Hrackiq (QMB) F9 6 (9-6 L)Fl i overlw�' renon (SPIV12) Tema 3 30,plairow over 3"Tenon (SPM3) custorn Retrofit Quick Nbount sir rr­_� el (RQ6118) Bvim WSS-1, VSS-2 Only (CS) internal Microwave Motion %enso.- (IMMS) chore Optic Highi (ROH) Wall Mount (WM) (N3) Rotare Opiie Left (ROL) Vwludes 5'6oft Oo Arm Flowid Pole Adapor 3'­VPole (RPA4) flu;_,nd Pure Ath3pujr 5-6'Polc (SPAS) Huuue Side Shiolc!3 (HSS) Acrylic, Iption (AO) I If LUMINAIRE TYPE "Gil, "G2", "OGI N.T.S. o I1 "00,0 0 - 10, 00 .A, ...... 4 WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 22902 (434) 973 � 0045 www.woolley-eng.com -Landscape Architect — Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 MAJOR SITE PLAN AMENDMENT n1000 < 0 UJ ly V) > CZ LU < 00, UJ _J z LU > LL U_ 0 O :D O ^.100 LX_ U_J z :D SITE LIGHTING DETA I/-A/LS Job Number: 1640 S11 OP VA LIC. NO. 370841,--'�_ 2-20-2019 w 0 N A L Date: May 20, 2019 Revision: November 4, 2019 December 20, 2019 Scale: As Noted Sheet No.: — 31 of 36 copyright (9 2019 by Woolley Engineering