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Home My WebLink AboutWPO201700014 Plan - VSMP WPO VSMP 2019-12-20E ?I 0 WOOLLEY ENGINEERING niversi ® I r I n I e s e a r o r Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973.0045 www.woolley-eng.com Town Center Building Four WATER PROTECTION ORDINANCE PLAN WP020 7 7000 7 4 - AMENDMENT 1 1. 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 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 03200-00-00-019J1 (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 Coverage: (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: ±201,413sf (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 (ho(zontal: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 some 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. O. Contractor shall notify the Owner and Engineer of any plan defects, errors or omissions immediately. THE COUNTY OF ALBEMARLE, VIRGINIA RIO MAGISTERIAL DISTRICT 11. General Water and Sewer Conditions (1) Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper 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/WPO2017-00014 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 4.7* 69,900 70,974 Biotage (1725 Discovery Dr) 2002 7.1 50,000 50,656 ETC (1670 Discovery Dr) 2002 2.6 42,388 41,778 Town Center Two 2006 4.3 83,666 82,068 Town Center Three 2008 4.7 89,814 85,392 Town Center Four 2016 6.8 108,568 Total 45.2 601,687 488,151 * revised with this site plan amendment Acerage Approved GSF Dev. GSF Capacity 307.0 3,700,000 3,700,000 Developed/Sold 45.2 601,687 488,151 Total Remaining 261.8 3,098,313 3,211,849 14. Setbacks: per the approved application plan for development (ZMA-98-27,) setbacks are: 10' building setback from internal public road right-of-way 50' buffer from adjacent residential parcels 80' building setback from adjacent residential parcels 15. Hazardous Materials: no hazardous materials, including medical wastes, shall be disposed of within the project. SITE DEVELOPMENT PLANS SDP200600113 October 1, 2007: Initial site plan for the development of Town Center District buildings Three and Four. SDP200700159 October 1, 2007: Erosion and Sediment Control Amendment. The plan revision provided direction on the subsequent phasing of Town Centers Three and Four for mass grading activities and soil stockpiling plans. SDP200800043 January 4, 2008: Minor Site Plan Amendment. Initial submission on December 21, 2007 for the amendment to the proposed Town Center Three building footprint and ultimate square footage. SDP200800138 August 4, 2008: Minor Site Plan Amendment. Submissions on February 19, 2008 and May 13, 2008 to accommodate whole site changes initiated by Architect and Owner adjustments to the Town Center building placement and footprint. The revision includes adjustments for amending the site to meet subsequent LEED certification. SDP200800161 October 23, 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. Phasing Narrative: 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. VICINITY MAP 0 A �A L Q �9 O\O J1� & 'CLAR O 0 �/ O�SCOO O Q � - t/FRrOR Q�O QUAIL RUN n .a� G SITE F� OO 1 " = 1000' SHEET INDEX C1.0 Cover C1.1 Major Amendment Exhibit C2,0 Existing Conditions Exhibit C2,1 Existing Conditions Exhibit Cont. C2.2 Existing Conditions Exhibit Cont. C2.3 Park Boundary Exhibit C2.4 Lease Boundary Exhibit C2.5 Demolition Plan C3.0 Critical Slopes Exhibit C4.0 Layout Plan C4,1 Town Center Parking Plan C4.2 Road Plan and Profile C4.3 Sight Distance Profile C5.0 Grading Plan C5.1 Spot Elevation Plan C5.2 Spot Elevation Plan Cont. C6,0 Utilities Plan C6.1 Waterline Plan and Profile 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 C7.2 General Details L1.0 Landscape Plan L2.0 Landscape Details S1.0 Structural Details SL1.0 Site Lighting Plan 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 SIGNATURE PANEL Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Zoning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - Building Inspections Date Albemarle County Department of Fire and Rescue Date Albemarle County Service Authority Date Virginia Department of Transportation Date 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 VSMP / WPO PLAN AMENDMENT Z Q LU 0 - V) O > LU LL_ LU Q LU Q z 1'`1 W( LU(� m r \ `J >zLL H 0 O i- z 0 I� U LU Z COVER SHEET Job Number: 1640 OF ,I` r� U ERIC W. TOO= LIC. NO. 37088 G ZONAL �AP Date: May 20, 2019 Revision: I Scale: As Noted APPROVED by the Albemarle County Community Development Department Sheet No.: Date 03/21/2020 File WP0201700014L Amendment #1 copyright © 2019 by Woolley Engineering C1.0 1 of 36 DRAINAGE STRUCTURES DRAINAGE STRUCTURES (CON'T.) /I THRU J20 NOT USED JJ38 0I-3B L=3' TOP ELEVATION= 552.81 ' JJ21 D1-38 L=8' 18" R.C.P. IN= 544.9' TOP ELEVATION= 522.56' 4" P.VC. LN- 550.7' 18"R.C.P. IN= 511.1' 18" R.C.P. OUT= 544.9' 18" R.C.P. OUT= 511.6" JJ39 END SEC17ON 122 DI-3B L=8' ES-1 15" R.C.P. OUT= 510.5' TOP ELEVATION= 522.92' 18" R.C.P. IN= 509.9" JJ40 DI-3B L=6' 18" R.C.P. OUT= 509.7' TOP ELEVATION= 524.71' 15" R.C.P. OUT= 511.4' 123 MANHOLE TOP ELEVATION- 521.61 ' J41 END SECTION 18" R.C.P. IN- 508.2' ES-1 15" R.C.P. OUT= 515.6' 24" R.C.P. IN= 510.6' 15" H.D.PE 1N= 514.9' 142 DI-3B L=6' 6" PVC IN= 516.1' TOP ELEVATION= 521.23' 24" C.M.P. OUT= 508.4' 15" R.C.P. OUT- 512.7' 124 DI-3B L=12' JJ43 DI-3B L=6' TOP ELEVATION= 521.6" TOP ELEVATION= 522.46' 8" PV.C. IN= 51Z7' 4" P.V.C. 11V= 5192' 18" R.C.P. OUT= 517.3' 15" R.C.P. OUT= 518.1' JJ25 D1-33 L=14' 144 DI-3B L=9' TOP ELEVATION= 525.8' TOP ELEVATION= 521.18' 75" R.C.P. OUT= 522.0' 75" R.C.P. LN= 516.8' 4" P.V.C. IN= 5182 126 DI-3B L-12' 15" R.C.P. OUT= 516.8' TOP ELEVATION= 5222' 15" R.C.P. IN- 518.7' JJ45 DI-3B L=10' 78" R.C.P. OUT= 518.7' TOP ELEVATION= 519.37' 15" R.C.P. IN (FROM /J44)= 515.7' JJ27 DI-3B L-12' 18" R.C.P. IN (FROM JJ46)- 514.6' TOP ELEVATION=522.7' 4" P.V.C. IN- 516.4' 18" R.C.P. IN (FROM # 24)= 515.9' 18" R.C.P. OUT- 514.7' 18' R.C.P. IN (FROM f/ 26)= 515.9' 24" R.C.P. OUT= 515.5' 146 DI-3B L=10' TOP ELEVATION= 526.48' J28 MANHOLE 18" R.C.P. IN= 519.9' TOP ELEVATION= 531.21' 18" R.C.P. OUT- 519.6' 8" P.V.C. LN- 512.6' 36" R.C.P. IN= 509.0' 147 MANHOLE 36" R.C.P. OUT= 509.0' TOP ELEVATION= 529.34' 15" R.C.P. IN (FROM JJ49)= 521.6' 129 DI-3B L=6' 18" CONC. TROUGH IN (FROM JJ48)= 524.8' TOP ELEVATION= 527.4' 18" R.CP. OUT (FROM J/46)- 521.0' 36" R.C.P. IN= 506.2' 36" R.C.P. OUT= 505.8, 148 DI-38 L=8' TOP ELEVATION= 529.60' JJ30 DI-3B L=6' 18" CONC. TROUGH OUT= 525.1' TOP ELEVATION= 524.92' 36" R.C.P. IN- 5039' 149 DI-12 36' R.C.P. OUT- 502.0' TOP ELEVATION= 530.19' 15" R.C.P. IN= 524.3' /J31 END SECTION 15" R.C.P. OUT= 522.2' 36" R.C.P. OUT= 4977' JJ50 DI-3B L=8' 132 MANHOLE TOP ELEVATION= 532.55' TOP ELEVATION- 496.80' 15" R.C.P. IN= 526.3' 27" C.MP. LN= 491.3' 15" R.C.P. OUT= 526.0' 27" R.C.P. OUT= 491.0' JJ51 DI-3B L-10" JJ33 DI-7 TOP ELEVATION= 537.97' TOP ELEVATION= 547.47' 15" R.C.P. IN- 529.5' 24" lN= 5339 15" R.C.P. OUT= 529.3' 36" R.C.P. OUT= 5330' 152 Dl-3B L=12" JJ34 DI-3B L=4' TOP ELEVATION= 537.53' TOP ELEVATION= 551.51' 15" R.C.P. IN- 530.4' 36" R.C.P. IN= 528.1 4" P.V.C. IN= 534.2' 18' R.C.P. IN (FROM JJ38)= 5430' 15" R.C.P. OUT= 530.2' 4" P.V.C. IN= 549.2' 36" R.C.P. OUT- 528.0' 153 DI-3B L-8" TOP ELEVATION= 536.23' JJ35 DI-3B L=4' 15" R.C.P. IN= 531.5' TOP ELEVATION= 550.83' 4" P.V.C. IN= 5333' 36" R.C.P. IN= 5262' 15" R.C.P. OUT 531.4' 36" R.C.P. OUT= 526.1' 154 MANHOLE JJ36 D1-38 L=6' TOP ELEVATION= 539.83' TOP ELEVATION= 547.78' 15" R.C.P. IN= 535.2' 36" R.C.P. IN= 511.6' 15" R.C.P. OUT 05.1' 36" R.C.P. OUT= 51 L5' 155 DI-3B L=8' JJ37 DI-3B L=13' TOP ELEVATION- 543.10' TOP ELEVATION= 55353' 15" R.C.P. IN= 539.0' 18" R.C.P. OUT= 546.9' 4" P.V.C. IN= 540.1' 15" R.C.P. OUT= 538.9' /J56 DI-3B L-8' TOP ELEVATION= 545.63' 15" R.C.P. IN- 541.1' 4" H.D.P.E IN= 542.1' 15" R.C.P. OUT= 541.1' DRAINAGE STRUCTURES (CON'T) 157 DI-3B L-6' TOP ELEVATION= 546.44' 4 " P. V. C. 1N= 544. 1" 4" P.V.C. IN= 543.4' 15" R.C.P. OUT= 542.0' JJ58 DI-72 TOP ELEVATION= 547.84' 15" R.C.P. OUT- 543.7' 159 DI-3B L=6' TOP ELEVATION- 550.98' 75" R.C.P. IN= 541.8' 18" R.C.P. OUT- 541.7' 160 DI-38 L=&' TOP ELEVATION 547.63' 18' R.C.P. IN= 540.2' 18" R.C.P. OUT- 540.2' J61 MANHOLE TOP ELEVATION 542.91' 18" R.C.P. IN- 536.1' 18" R.C.P. OUT= 536.0' JJ62 DI-33 L=10' TOP ELEVATION 539.89' IS- R.C.P. IN (FROM JJ67)= 534.1' 15" R.C.P. IN (FROM 163)- 534.5` 4" P.V.C. IN= 5373' 18" R.C.P. OUT- 534.2' JJ63 DI-3B L=6' TOP ELEVATION= 542.71' 4" P.V.C. IN- 540.5' 15" R.C.P. OUT= 5375' 164 MANHOLE TOP ELEVATION= 53354' 18" R.C.P. IN- 528.5' 4" P. V.C. IN- 530.1 ' 18" R.C.P. OUT- 528.5' JJ65 DAM OUTLET STRUCTURE TOP WEIR ELEVATION- 452.49' 166 TWIN BOX CULVERT INLET INVERT ELEVATION= 434.8' JJ67 TWIN BOX CULVERT OUTLET INVERT ELEVATION- 434.36' JJ68 END SECTION ES-1 54" R.C.P. OUT= 452.93' 169 END SECTION ES-1 54" R.C.P. lN= 459.0' JJ70 OUTFALL 24" C.M.P. OUT= 468.7' 171 4' DIA. C.M.P. RISER TOP ELEVATION= 481.28' 24" C.M.P. IN= (INACCESSIBLE) 172 HEADWALL 24" C.M.P. OUT= 484.9' JJ73 DI-38 L= 72' TOP ELEVATION= 515.07' (FULL OF SEDIMENT) 174 D1-33 L=8' TOP ELEVATION= 516.21' (FULL OF SEDIMENT) 175 DI-3B L=6' TOP ELEVATION= 517.41' (FULL OF SEDIMENT) 176 DI-3B L-8' TOP ELEVATION= 517.51' 18" R.C.P. IN= 5078" ?" R.C.P. OUT= 507.7' J77 DI-3C t-6' TOP ELEVATION- 517.78' 18" R.C.P. IN= 509.1' 18" R.C.P. OUT- 509.0' 178 DI-3B L=8' TOP ELEVATION- 519.11' 15" R.C.P. IN= 510.3' 16" R.C,P. OUT- 510.1' J79 DI-38 L=8' TOP ELEVATION= 519.17' 8" P.V.C. IN- 515.4' 15" R.C.P. OUT= 570.9' SANITARY SEWER STRUCTURES SANITARY SEWER MANHOLE #1 TOP ELEVATION- 534.47' 8" P.V.C. 1N= 517.6' 8" P.V.C. OUT- 5174' SANITARY SEWER MANHOLE J2 TOP ELEVATION= 53303' 8" P.V.C. IN & OUT- 5135' SANITARY SEWER MANHOLE JJ3 TOP ELEVATION= 530.59' 8" P.V.C. IN= 5095 8" D.LP. OUT= 509.5, SANITARY SEWER MANHOLE 14 TOP ELEVATION= 502:09' 8" D.I.P. IN (FROM J8)= 494.0' 8" D.1.P. IN (FROM JJ3)= 4939' 8" P.V.C. OUT- 493.8' SANITARY SEWER MANHOLE J5 TOP ELEVATION= 478.04' 8' P.VC. LN= 4702' 8" P.V.C. OUT= 470.2' SANITARY SEWER MANHOLE 16 TOP ELEVATION= 52342' 8" P.V.C. IN= 516.1' 8" P.V.C. OUT= 576.3' SANITARY SEWER MANHOLE 17 TOP ELEVATION= 52354' 8" PVC. lN= 514.8' 8" P.V.C. OUT= 514.6' SANITARY SEWER MANHOLE 18 TOP ELEVATION= 523:13' 8' P.V.C. IN= 5133' 8" P.V.C. OUT= 5131' SANITARY SEWER MANHOLE JJ9 TOP ELEVATION= 478.44' 8" P.V.C. 1N (FROM JJ5)= 468.6' 8" P.V.C. IN (FROM /J13)= 4678' 8" P.V.C. OUT (TO JJIG)= 467.6' SANITARY SEWER MANHOLE JJ10 TOP ELEVATION- 459.03' (LID SEALED) SANITARY SEWER MANHOLE /I I TOP ELEVATION- 455.57' (LID SEALED) SANITARY SEWER MANHOLE J12 TOP ELEVATION= 457.92' 8" P.V.C. IN= 441.4' 8" P.V.C. OUT= 441.2' SANITARY SEWER MANHOLE J13 TOP ELEVATION= 48399' 8" PVC. lN= 471.8' 8" P.V.C. OUT= 471.5' SANITARY SEWER MANHOLE J14 TOP ELEVATION= 550.12' 8" PVC. LN= 5338' 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 CC-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 FED = 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 NOTES: 1.) HORIZONTAL DATUM: NAD-83 VIRGINIA SOUTH ZONE O = MANHOLE ® = WATER VALVE = FIRE HYDRANT Kq = GAS VALVE = UTILITY POLE ( = LAMP POST HE = 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 cD = IRRIGATION CONTROL VALVE b = STANDPIPE 0 = EMERGENCY TELEPHONE { = TREE or BUSH X = SPOT ELEVATION EE = WATER METER ® = WATER VALVE p = FIRE HYDRANT 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 MEIADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901376 REV: ODA 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 "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: 05/23/15 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 CMC 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 CMC COMCAST (CMCC01) 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 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 (CMCC01) 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 ylltl[i111i1ni�191 4L1�/SG1lI�11�41I1ut.911�[i1�L1QiL�hlri7:1�1.111iP1 MARKING DESCRIPTION RESPONSE CODE ACS ALBEMARLE - WATER & SEWER (ACSA26) 05/20/16 04:20 PM 30 CMC 1 CTL CVL DOM LMS LTC REG e1,TH OF� G. V. "KIRK" HUGHES LIC. NO. 14]9) 12-13-20 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 G9:45 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 FORT( RESEARCH PARK RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA AUGUST 12, 2016 CONTOUR INTERVAL = V KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 (434) 296-6942 C:ASURVEYS\2016\2016-056 UVAF TC-4\EX-CONDITIONS\2016-056-01.DWC Plotted on 08/12/16 at 15:49:04. L Z 0 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 VSMP / WPO PLAN AMENDMENT < U Q � 'Z V LU V o \� / LU Lij Q W Q z 3�J 1'`1 LU o r \ `l >zo H O O >- z 0 � U Uj M EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: May 20, 2019 Revision: Auaust 26. 2019 Scale: As Noted Sheet No.: copyright © 2019 by Woolley Engineering C200 3 of 36 / 59%4 CON �\,T6 / Q Q f? Q Q Q Q Q - 40-- N CO 4 PE GAS IJNE Q A=273. 77' oo. - + 63 + R=767.27' M 57.5 /-.. s 5gti .5114.13, S 81°30'15° W II R 2P1 �0, 11 I I 4 - } w / 552. J Q 7 \\�= 20' WATERLINE ESM' . 1875-642 a 555' WALL S5. 5 �`� ��\- vE. II _ 2 BAT1964 WATERLINE J Q '6, SJ7 551.6 549.E 569.8 CL PR 1 P RP R O w - = I 12" DIP WIL _ - - = 18 11 554.3 4 i -s, - - R ZJ�J��'S54.6 554.8 / \\.\ EwOg \1 aj\2P�g` C ':� ^�..,I o-_SIc.WM ' \C S� P '550.6 550.9 5 5 w % - �,,,,.� I _0 2 _ \ 6S + 552z 51.4 Pg� i, r / \ 1 sue, /554.7 ss37 l P SIGHT � IGHT DISTANCE ESM" . 6 - - - Rws 55J6 / �. 5526 551.4 5505 DB 4957-7� - V I \ 31. S 2T _y\ 152. 28' � 28 f Q 3 552 5 �5 Q 5 31, I } .off x } 48.7 i, NC. R U� DO I SJ N 61 "12 / �'�52. f . 557.E _ \ / _ o / 523 6 52J. coNc ° I a I l 550.6 .549.7 t,� 52J 14 5s24 3 / 20' WATERLINE ES 'T. N 6 i % DB 1964-650 5z35 C I ^II s5ts 2G � l > 6 F \ , 529 38 '� x. /' 1�1 526x4 - .. ae°�°c RESEARCH PARK BLVD. 66' SHARED DRIVEWAY ESM'T. Q m Io \ . 6`F\ 55/74 549.s �\��S ti (PRIVATE) o 550.5 ��. 49y QPR a/ 6 52 s5>.s /� p s2�4 FO DB 3413-719 PLAT Q o- _ h + / 4 5228 z a I / Q 55 54.R 15 521�.3 DO / o 5 551. 551.8 5503 549.J / '/ �r Q / X FFE=524.18 " • a� / t/ v. m 5292 ../ � m /�. 522. 549.7 / + 5�� 54z3 5�2�,' s3o.3 � TAX MAP 03200-00-00-019G0 I / / TAX MAP 03200-00-00-019J0 NOTE: SEE SHEET C2.0 FOR SURVEY INFORMATION a a G 20' TORM E T 548.5 \\ oc 5255 ,, s4zs � � / UNIVERSITY OF VIRGINIA I I / � / UNIVERSITY OF VIRGINIA FOUNDATION 537E 549 / / �Q\ 522s FOUNDATION I ? / / DB 2712 325 34 R 35 551 o / �" 0_ DB 2712-325 DB 3413 719 PLAT / G D' 1789-2 PE4T? 5 t S / 7, 5Jd2 � / Q DB 2226-642 PLAT I y "TOWN CENTER 2" 20' STORM ESM'T. (PRIVAT) "TOWN CENTER 1" 25 5225 �\ a 5 Q n 5504 5487 52iJ DB 2226-642 PLAT -549.2 Q �� \ \\ 5226 \ -a\\\ I / 52 .4 I l I / / l 20' STORM ESM'T s4s.a Q 55 . DB 4957-705 5489 (PRI A 1 y m I / Q 549.3 � .547.5 / � - S ESM'T. ',(PRIVATE) \ \\ / 5 s 55 Q ` / 2226-642 PLAT / p Q 525.4 .4 522.5 522.1" VA C I Q S/ 57 701SM,T x 22 4 a 5265\I \ I _ \\\ 52 ° / yam 548.5 5223 4 u _ S �'� N>73. - CG, _� 522. J � 3 � 554.q �3 I 531.7 °52,3�3 � � 1 cn l 1f 5465 I I \ i - s 529.3 � l , m 2©' STORM ESM'T. � Q ° � 5227 7 � 5228 5 , i DB 17��240 522.2 T `� 521- - a� 1 20' SAN. SEWER ESM'T. 3529 / I J 530. I I �254 5236/ / 5 zn p» a- wN ///� 1 / DB 3412-719 PLAT 54z2 Q HDp - - _ PRIVATE / 5485 - � . 3285 Jp /, ' \ 3°55, SD o{ 5 5 / S 20 ORM ESM'L E (PRIVATE) 5229 5 2. HMV W Q" s4sa A oP 3 $ �� j / / v�� ` (P ATE)�7A \ / / 524.5 6 °Q \\ , ti J6 y B 2226- 2 PLAT 5227 �4 ppDAq,,� 8 Dlp o \ 7 M r (i 6 °265 9 j �• \ 521.4 "�l 9 �j EX. M.H. � `V . 529.3 / Q / 536.7 \ o F 523��.5 I 5469 7 �J �'S31.4 � J� ,5�9. �' � I l .0 544.4 / 7 �o � - 28 � � ,>6 ��F � I � oo / • 1� / M � s2a7- �� 5276 � � � RESEARCH ARK 'BEV �QJ 519 66 PRIVAT STREET ESM' - ? 6 9 DB 379 294 PLAT h / 20' SAN. SEWER ESM'T. \.� 536.'7 Q / 20' SAN. SEWER ESM'T. O DB 3313-139 \ Q a 15" DB 3412-719 PLAT / o\R\p �0.// 528.5 \� �� 5292 / Q 33 // 520.4 z o / 558.4 h ^QW %54�'. // 528.J- � o � � � g \ � , , i- /� � � / � (PRIVATE) �, 54 "� 528.4 83 \ - \ & 1 . / 20. l / 20' STORM ESM'T. 3 d75 �! l _ V � 2 � � ,� � o / TAX MAP 03200-00-00-019J1 J p s29.s )'8 2226-642 PLAT -- s2Bs { 2J4 / 5 6 aNc UNIVERSITY OF VIRGINIA FOUNDATION .s�io o DB 2712-325 10' PARKING BA LIN 11 0 528.6 Q ��q + DB 3792 292, 294 PLAT DB 226- 4248RAT 0 52Z5 E _ 528.2 ✓ {y 52Is sJ47 "TOWN CENTER 3" / o P� 2i4.-�DRM 'T.- I / I /� / /� / FFE=520.41' I - i i7 3 X FFE=520.48' _' , 527 I I - . 52B. �,a 0 4957-705 l / / l , 5 / / g s2B. s 52 .3 I ' I f / 20 STORM ESM'T + - Q 528.6 � (PRIVATE) 524.3 / 534.2 I 519.5 5 b. � � l as„ 900; x R� �. / e�� Q . ( ) QQ De �957-70� o + m Il 52s.B 43-,, W E T a s (PRlH4rE) ll/ -- 5 , l I d' I s24. s Q 510 1,1 Q Q g S 16'0605 E O R9- , 0 52 3524.4 534.¢ SRC l 524.3 5 3 ' 34:2s 2 G p8 V� N Q ,� I I l / 5 9 Nc �y �� / J - - 5263 S" Q , 524.4 I ' I _ // 5 9 I w II - 525� \, ' S26.6 - / I I 79 26576� TAX MAP 0320 00 00r006Ap 53JB/// I J ,523.4 5253 3 �� UNIVERSI OF UI GINI FOUNDATION II 5234 �24.5 x 24.91 // `L 245�� 27p2- 2`J6 3. s3B.s� - 0 , - 5 __ C - z54 S DB 1' I_ x % I W 160. "� B 57' z q PLAT' 158 Sz47-V 235 �� DB, 1 8,4-2 5 PILAT /\' / 539.4 I I �,- Q, •�. / �ti 579.5 / FFE- _ - \ / p8„ �� 5>ZB le7/ Z / /A 7 / 8-11/ 51Z7 77 519.9 518. I ' / 518.5 57B 4 _ 517 oNc = -- 521.9 1 \ 2 \ I I 1 �\ `L / Q coN � u u �� a CP_. - �� / e Q 20 ATERLINE E� MT: I 5' 0 A �i - \°�: Nc� D 1875-64 p I 4 - 41 , 0 � slz7 578.5Q Q 519..3 yJ �o _ _ 2 cc ' 40 0 40 80 120 521.4 39 RIP-. A 51B Q R� �/ d 1B.B •oti I \I 15" RCP 3�g'35 55 - 4 NSE TREES 20' STORM ESM'r. "^-�.,, 93 3' rR 6A DB 4957-705 DENSE TREES ,, \ 7/ 517.4 (PRIVATE) 518.3. � Q Q� CONTOUR INTERVAL - I 52 I w _PLAT\ 1 \ / \ DB 642 ', 52 20' STORM ES (PRIVATE),, \� \ -5>z5 e_ - - g � 53 \ - - A\ DENSE TREES \ \ \ \\ \\ \\\ �- 532 2" PE GAs - - �>.'� DISCOVERY DRI �IIx52. Wl a� _� o W% �147 0 5 + 1 x f � II \A S .5514.� /5756 ,, 514.s/ 515.5 s1.T3/. 574.6 (� A 5456 544.5 ,6126 �,� �5o5 rs455 \\ 73 5 5 1 545.4 45 / .544., �� 11 A• 1 MATCHLINE (SEE SHEET C2.2) LE 0 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 VSMP / WPO PLAN AMENDMENT 2 Q Z Q w LL LU LU .J < Z z � � W m U J _ >LL. z LL O 0 z O LU Z EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: May 20, 2019 Revision: Au ust 26, 2019 December 20. 2019 Scale: 1 40' Sheet No,: C201 4of36 copyright © 2019 by Woolley Engineering // %ab \�\53Z1�� 544.4 . �O --- - - J6, \_ E6S` F \ �00 �0- / 520.7 5447 5 / .\ Q 52y.��27s - j / �5 RESEARCH _,ARK BLV 547 A F / o 52B.x / 52 / _� 9 66DB 379 S294EpLE5M' .51 = h \I Rcp 56 ® / / \ \ \ / 33s'7 AT ti 1 Q 20' SAN. SEWER ESM'T. / 20' SAN. SEWER ESM'T. Q a 1 7,5' / - \ a / 0 DB 3313-139 Q o Rcp / 52Bs \ \ 5z9z \ 33 l / / 5zo.4 = o / oNc DB 34PAT // / \ \ 558.4 h a / 578. J ` o (PRIVATE) �T x 54 'S470: / ,'S: 528.4 B3 Q 20' STORM ESM'T. �2z 2 , 53z5 52 V / TAX MAP 03200-00-00-019J1 h Q 5296 DB 2226-642 PLAT - 52Bs ��4 / /' coc UNIVERSITY OF VIRGINIA FOUNDATION a o / R 6 DB 2712-325 v ', w '� 10 PARKING BA LIN 11 i �h� 1 � � 1 / l r DB 3792-292, 294 PLAT ill l 52z To 52Bs Q s239 5341 TOWN CENTER 3 z DB 226 434FMT d 4 m w o 11\ X 528.2 / o cn \ � � � l/ 1 ' � � / � � FFE=520.41' n l 52Z I 7 X FFE=520.48' ti w 4957-705 I I Q 526..6 52Bs °52B. .5. 30j 495 - 524.J I ' / 20" STORM ESM'L 5 z o v \„534.2, 5195 j w a J fl Q i 3 001 x 1, �� K DB 4957-705 5 b. o f 5268 W 9 P� B-5 ', c� o 3g51'46 ORM E� //. �� Q (,PRIVATE) a �l 524.s? - - Sj 51- C? 8 - / s 1s'os'o5 E �o' n9 �El 524.a fl i' R0 z -f , 8-4 R x 5J4. 524.3 � U - - �� 34:26 / IV/ � ��yy fs 5263 . wQ / , 524.4 W 5253 5 333E _ 4 // / NOTE: I TAX MAP 0320 00 00 006A0 SEE SHEET C2.0 FOR �l 5234 x52a4 245 5Z53 24 3 25Y 65 ��NIVERSI OF VIGINI FOUNDATION// / % SURVEY INFORMATION Q h/ 524.5 DB 27� 2- 25 I ❑ 53B5� __ B 37J-2-29 PLAT.`575.B 235 DB/ 1684-2 5 P IAT r \\ 579.5 / FFE= ' / 7��51ZB r/ ,� � '_ 775185 58�4. 5>Z' S19.9 578. oec �® I \ 57 , II 521.9 P- r 2 -� I \ \ `L / � coN v \' J Q " 20' ATERLINE EM'T. 5 - \ �/ �� n�75 zB _ g coNc� II I I' 521.4 41 / -� I'I -- \ o51B5Q l a0. 5>8 3 D 11875 6 39 \751z7 5181 4 -15' RCP- �' RAP 5 W /� \ 4 / DENSE TREES \ �, DB 4957-705 x --__- �\ \ _ �. q 29 >9. 57 .2 1 I 52 53 N N'88° '22' W 746' 20' STOR ES ' . PRIVA / � \ , \ �, � \ r 5174 (PRIVATE) 5>B3 ' ' DENSE TREES ' M ( T ��- 5>z5 -642 PLAT' \., , � F � � ��// � e_i z517.2 2 Q \ y A �- R��515 // v I A DENSE TREES \ \ v T; �� DB 49 L 00 _ \ / - --- DENSE TREES EE i 6_2 I 5/6 Sd SJ � SE TREES i 2,, PE GAS \\! I o��/� // 531.E � \ 1 z s>55 COVERY DWI �IIx52.� w Wt 8 2 I \ \� 5133/ 574.6 / ¢ / s45s 544.s �,SM� .5455 5 x \ -�� 9 /5 f 1 I 7�.' � 5 s454 \ i 544.4 I _ o 4957-705 (PRII/ATE,)544.5 ,5439 5458 ,5455 / x 545.9 545J 544.5 5436 544'3 ,44/.54J;3 54.7 j" h w / TEMPORARY STORMWATER MANAGEMENT ACCESS EASEMENT �' 5,' 542s DB 1789-230 (PLAT) 5176 , �, 476.9 �. r --_. - i �`-.. 2 47zs 514816 x - -- / I ,1 DENSE ZREES,\ //,,' W/E 47J7.,4474'7 / l �-- �\ 70 S 481.1 \ I / DENSE504 I 501.4 / 502T - 6 - 1 DENSE TREES i 1 DENSE TREES / 54J.3 I i - -- - 1 5Od9 DENSE TREES - - - - - - / 469 - - - 4NDON- _ - - -- /_�_-- / DENSE TREES 72 - \ _ iDENSE-TREES - i -470 / DENSE TREES - 48a � PVC S$ -4-779.z -�- \8 DENSE TREES f 4767 �.. x4757 473.1 - --_-/ J FH-- 7 \ 47�5 - _ DIP WL WV - - - D L- 4 - 68 d79.9 \ � 475E _ _... / _ \ - 469.4 \� 4754 470..E - - - - - \ DENSE TREES 4b'9.5 / /i -DENSF�rnEEE / \ I I : . - LD SET EES i I 452 DENSE T>EES � -- �� m MATCHLINE (SEE SHEET C2.1) 1 �4 I I \ \ \ \ 467.4 / / // 1 40 0 40 80 120 \ 4675� 4J3.7 499. 434.4 CONTOUR INTERVAL = 1' �. �v �499.3 � �� 4s71 __..... 440.3 0 LW WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville = Virginia 22902 (434) 97310045 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 VSMP / WPO PLAN AMENDMENT Z Q O > W LK LL w W Z z � 0 W Lu m U J _ > z LL 0 O O z O v / LU Z EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: May 20, 2019 Revision: Au ust 26, 2019 December 20. 2019 Scale: 1 " = 40' Sheet No.: C202 5of36 copyright © 2019 by Woolley Engineering zF KINDIG, JOAN S B. 3785, PG. 265 TAX MAP: 20-192 ` ZONED: RA t.� N/F D,B BRIAR ASSOCIATES 676 N/F ASHLEY M SHILLING & CHRISTOPHER L MCLEA TAX MAP: 032130-00-00-001134 WOOLLEY ENGINEERING D.B. 5110, PG. 133 ZONED: PRO D.B. 4373, PG. 572 Consulting Civil Engineers TAX MAP: 32-04-AO ZONED: RA \ 210 5th Street NE Charlottesville. Virginia 22902 / (434) 973.0045 www.woolley-eng.com N/F ASHLEY M SHILLING & CHRISTOPHER L MCLEAN -_/ N/F WOODBRIAR ASSOCIATES % D.B. 1556, PG. 97 D.B. 5110, PG. 133 ��Q TAX MAP: 32-04-JO JP TAX MAP: 032GO-O6-00-000AO ZONED: RA I �� j' ZONED: PRO Landscape Architect f v Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 N/F WOODBRIAR ASSOCIATES J ti ` D.B 4931, PG. 701 TAX MAP: 032GO-04-00-000AO ZONED: PRD Owner Univ. of Virginia Foundation One Boar's Head Pointe J Charlottesville, Virginia U N/F GENERAL REALTY, INC .\r�: N/F WOODBRIAR ASSOCIATES 22903 P: (434) 982-3777 D.B. 784, PG. 573 N//F GADD, POLLY A. t D.B. 5225, PG. 676 TAX MAP: 32-04-00 d.B. 1039, PG. 384 TAX MAP: 032GO-00-00-001R4 / ZONED: RA TAX MAP: 32-04-QO ZONED: PRO DOZONED: RA N/F C N SCOTT B. 9 D.B. 41�, PG. 1 TAX MAP: 32-04-RO ZONED: RA VSMP / WPO N/F SMITH, BENJAMIN E & TARA C SMITH / 97 TAX MAP: 32-045 SO PLAN ZONED: RA N/FI RIVANNA WATER & SEWER AUTHORITY AMENDMENT D.B. 1: PG, 98 N/F KERN, JOHN .& CATHY\ N/F ZUBY, DAVID S. &LINDA C. j \ TAX MAP: RA 1-AO D.B. 1379, PG. 142 D.B. 1829,. PG. 367 TAX MAP: 32-102-00 TAX MAP: 32-04-NO oTAX MAP ��•. ZONED: RA ZONED: RA 32-6A �\ N/F HUSSAINI, YVONNE �N/F BRIARWOOD HOMEOWNERS ASSOCIATION INC N/F BECKMAN, MARK A. & GAIL L., , D.B. 4916, PG. 37 D.B. 2777, PG. 228 TAX MAP: 32-103-00 D.B. 905, PG. 614 l''\ I TAX MAP: 032GO-00-00-001BO TAX MAP: 32-04-PO ZONED: C1 ZONED: RA .ZONED: RA �• N/F DESMOND, SCOTT A. & DENISE L. Yqp D.B. 1474, PG. 241 N/F SPENDER, MARK & APRIL LEE \ � .\`•\ F TAX MAP: 32-77-00 D.B. 4613, PG. 151 *- ZONED: RA TAX MAP: 32-100-00 \-.- N/F REGION TEN COMMUNITY SERVICES ZONED: RA \.��ry D.B. 1719, PG. 116-,\._ N/F WOODBRIAR ASSOCIATES TAX MAP: 32-76-00 f \ \ D.B. 1556, PG. 97 ZONED: RA-��'�-' TAX MAP: 32-GO-CO Q N/F WEBSTER, WARREN J. & RUTH N. ZONED: RA N/F RICOTTA, PETER J. & AMY S. OD.B. 1601, PG. 504 \ TAX MAP: 32-101-00 D.B. 1148 PG. 504 �10 y ((40%(5): TAX MAP: 32-75-00 ` ZONED: RA f N/F SEMINOLE NORTH LLC N/F WIN SI)ONS RUN LLC N/F UVA REAL ESTATE FOUNDATION ZONED: RA O� Q°V r 'I D.B. 4328, PG. 674 D.B. 4242, PG. 386 r 1 �J Z e4P' _� D.B. 2712, PG. 325 \ `(` 414 •pp / TAX MAP: �05-BO TAX MAP: 32-04-FO TAX MAP: 32-19-H1 '. ZONED: RA ZONED: PDIP (2)&(3) N/F UVA REAL ESTATE FOUNDATION `' ` TAX MAP 32-6A -��D� Q 0 N/F SHAW, LINDA F. & EVA N WILSON D.B. 2712, PG. 325 J/ N/F UNIVERSITY OF MRGINIA FOUNDATION \.,�-� D.B. 1961, PG. 318 O.B. 2712, PG. 325 'PP TAX MAP: 32-19-H N/F RIVERS EDGE HOLDINGS LLC ZONED: PDIP LU - V) o % TAX MAP: 32-04-DO TAX MAP: 32-19-Fl ZONED: RA (1ZONED: 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 F. ) & EVA N WLSON ,, o TAX MAP: 32-19-FO ZONED: RA D.B. 2848, PG. 46 ' / ZONED: PDIP , U'"� L L L U � J E N/F BOSWORTH, BARRY L & FLORENCE M D.B. 2846, PG. TAX ZONED:32RA4-CO / N/F UNIVERSITY OF VIRGINIA FOUNDATION ��W�� w Q 9- TAX MAP: 32-09-GO < s - o '\ D.B. 2712, PG. 325 N/F ALBEMARLE COUNTY SERVICE AUTHORITY = ZONED: RA 1 .+ _ \ ' / i O TAX MAP: 32-19-GO D.B. 3885, PG. 183 i 7 ~ L J p / 6 / ZONED: PDIP TAX MAP: 32-06-Al - ` W / ZONED: RA N/F INCHEON HOLDINGS LLC N/F UNIVERSITY OF VIRGINIA FOUNDATION _ / TOWN CENTER ONE ,owNCEwEerwo D.B. 271$ PG. 325 --.� / TAX•MAP $� 32-22 K1 (� Lu Cn � J O Q� , TAX MAP: 32-19-JO �, ZONED: RA N/F UNIVERSITY OF VIRGINIA FOUNDATION �• , ZONED: PDIP __ �.-. O Q D.B. 3838, PG. 28 Cv e� eFt' •- - \ 1-"' LL. TAX MAP: 32-19-E N/F NEIGHBORHOOD INVESTMENTS- NP LLC ZONED. PDIP �� ' / I__ - / D.B. 3350, PG. 509 Gj 11 I ( / TOWN CENTER THREE TAX MAP: 32-22-KO 0 ILL ZONED: PDMC O o N/F UNIVERSITY OF VIRGINIA FOUNDATION ' QUAIL RUN UVA R ' �� /-\ / D.B. 2712, PG. 325 ��` R/W9, P N/F UNIVERSITY OF VIRGINIA FOUNDATION Y i w' V TAX MAP: 32-22-Bl �`• ` D.B. 1439, PG. 53 SITE OFT ER °• ( O ZONED: HI �__ / D.B. 2712, PG. 325 `\ //// l i OFFICE ING 4 TAX MAP: 3PDIP -Jl N F ACCESS HOLDINGS LLC N/F JWT PROPERTIES LLC / D.B. 4634, PG. 564 l %/ ��D.B. 4414, P- - [ TAX MAP: 32-19-Al i TAX MAP: 3222BO \ / 1 w /� / �o ZONED: LI l , ZONED: LI N/F GMWTG CHARLOI (ESVILLE LLC 1 ^- ` f _ -----"�-� "~ / o / - > D.B. 4649, PG. 206 -- - - f--- --� TAX MAP: 32-19-A2 N/F RJ HOLDINGS LLC 6.B. 4883 PG. 359 �a ZONED: LI n `\yam TAX MAP: 32-19-B2 � \ ZONED: LI 1... N/F BELLE ENTERPRISES LLC. `, �� \ D:B.EW5247, PG. 633 MAP: 32-22-Ll ZONED: U /`\TAX D.BN 2944 BPG 158 I N/F UNIVERSITY OF VIRGINIA FOUNDATION j 1` N/F UNIVERSITY OF VIRGINIA FOUNDATION Q� co 41 TN/FHE BEARD, C. RAY TRUSTEE OF TAX MAP: 32-19-Ct D.B. 4277, PG. 64 I /� D.B. 3851, PG. 182 THE C. RAY BEARD LIVING TRUST ZONED: LI 1-- TAX MAP: 32-19-CO _J TAX MAP: 32-19-DO o� \ D.B. 1657, PG. 626 ZONED' PDIP i'-- ZONED: PDIP TAX MAP: 32-22-10 ZONED: R-4 / - °g SHED N/F CRUTCHFlELD CORP. �/ \ D.B. 814, PG. 350 i ri 4y, \� TAX MAP: 32-09-CO L4' ZONED: LI / O �i'� N/F UNIVERSITY OF VIRGINIA FOUNDATION iPF PARK N/F HALL, LARRY B. & BARBARA A. (r D.B. 4957 PG. 692 D.B. 886, PG. 395 s.1D' BOUNDARY I TAX MAP: 32-67-00 y D.B. 3792-292 (PLAT) ZONED: HI PF i .! D.B. 1884-225 (PLAT) PAD ' /TAX MAP: 32-6R ��' \ ; ZONED: PDIP BLDG. REMAINS EXHIBIT 0 N CF MILLER, LUCILLE T / �� I E N/F HALL, LARRY B. & BARBARA A. D.B. 2936, PG. 652 ; ' i D.B. 2050, PG. 670 / Job Number: TAX MAP: 32-09-Dl ; i TAX MAP: 32-22-05 10,6, ZONED: RA �` ZONED: HI TELE. - . PAD //' \_SHED MOBILE HOME 1640 N/F CRUCHFIELD CORP. / 8'X'18' PARK N/F CRUTCHFlELD CORP. D.B. 1028, PG. 107 N/F NORTHSIDE DRIVE LLC B�, /D.B. TAX MAP: 32-17-80 D.B. 3532, PG. 599 s� 0 OF 913, PG. 338 x TAX MAP: 32-09-DO ZONED: LI TAX MAP: 32-22-00 B ' -9'X9' ZONED: U C11 D ZONED: LI 'SHEDS (2) 8'X8' ERIC W. WOOLLEY r- N/F WILLIAMS, JONATHAN V ,/ n D.B. 3795, PG. 633 LIC. NO. 3708 TAX MAP: 32A-01-OB-11-00 oa ZONED: R-1 ^� IPF o 12-20-2019 4W n�s TAX MAP N/F UNIVERSITY OF VIRGINIA FOUNDATION I ` N/F BARBERA, CHARLES A. ; % 32-6R G'N 'ONAL D.B. 2712, PG. 325 D.B. 4106, PG. 340 TAX MAP: 32-18-00 1 to / TAX MAP: 32A-01-OB-10-00 / \`� ZONED: PD-IP ZONED: R-t DETAIL A NOT TO SCALE N/F EAST, DAVID A & KATHLEEN B Date: D.B. 3346, PG. 432 NOTE: May 20, 2019 f TAX MAP:32A- Revision: R01-OB-09-00 ZONED: THIS BOUNDARY EXHIBIT HAS BEEN COMPILED FROM N/F UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION / 98 N/F BROOKS, D.BR05019, PG. 60LE M BROOKS BOUNDARY SURVEYS OF THE UVA RESEARCH PARK August 26, 2019 December 20, 2019 D.B. 3838, PG. 28 / / TAX MAP: ZONED- R01-OB-9A-00 TAX MAP: 32-18-8 BY: KIRK HUGHES & ASSOCIATES, DEWBERRY & DAVIS, ZONED: PDIP / / 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 w D.B. 350,PG. 193 z of 6A N/F PAYNE, RUSSELL W. & ANNIE K. NOT BE CONSIDERED A BOUNDARY PLAT.CD D.B. 4789, PG. 82 Lij TAX MAP: 32A-01-OB-08-00 TAX MAP e ZONED: R-1 w C) 32-6R N/F BREWER, CARL D. & LYNNE EDGELL w Z r D.B. 692 PG. 808 - Scale: �� a _ TAX MAP: 32Q-01-OB-07-00 p ZONED: R-1 1" = 400' ti 6 ZM Sheet No.: is NQ , N/F SHIPP, GEORGE D. OR BARBARA A. aO D.B. 749, PG. 220 z 2 / TAX MAP: 32A-01-08-06-00 I/ 5 ZONED: R-1 "*�N/F HENSLEY, KELLY L OR BARBARA A. i D.B. 1018, PG. 497 TAX MAP: 32A-01-08-05-00 400 0 400 800 1200 STgTF ZONED: R-1 C23 3a PRFS aq R�vT N/F �W4 DFBM 4464A PG. W203AM SCOTT O4� 49 TAX MAP: 32R 20-FO 6 of 36 copyright Oc 2019 by Woolley Engineering 0 I I I� TMP 03200-00-00-006RO UNIVERSITY OF VIRGINIA FOUNDATION D.B.2712-325, D.B. 4957-692 (PLAT) ZONED: PDIP m J 2 / / °ePpetibb�e�\�GS0'0o- m� TM 0-019 'OPOS EASE ARE TOWN CENTER ONE: 4.77 Ac. DAMP57-692 M � W 7 � � I �V F TMP 03200-00-00-006A2 NEW LEASE AREA FOR TOWN c CENTER FOUR: 7.11 AC. D.B.4957-692 ,1 \ ti / TOWN CENTER 4 FIFE: 522.25 335 TOTAL SPACES 0 TOWN CENTER 1 EXISTING 216 TOTAL SPACES 73°5532 °G , �f �8$ I5, /4 U LEWIS & CLARK DRIVE STATE ROUTE 1571 TOWN CENTER 2 j EXISTING / N,3 553�Qw 21 TOWN CENTER 3 EXISTING FFE 520.41 L&wls CLARK TMP 03200-00-00-019JO UNIVERSITY OF VIRGINIA FOUNDATION ED Bc D.B. 2712-325, D.B. 3413-719 (PLP ZONED: PDIP Scole: 14= NUMBER DELTA RADIUS ARC TANGENT CHORD BEARING CHORD C1 63045'48" 100.00 111.29 62.20 S 1105011"E 105.63 C2 94000'03" 100.00 164.06 107.24 S 2605718" E 146.27 C3 3503616" 38.00 23.61 12.20 N01045'23"W 23.24 C4 07042'38" 432.48 58.20 29.14 N 7401 T49" E 58.16 TMP 03200-00-00-019J1 UNIVERSITY VIRGINIA FOUNDATION z D.B. 2712-325, D.B. 3792-292 (PLAT) ZONED: PDIP L SHADED AREA DENOTES "OPEN SPACE' AREA (26% OF TOTAL LEED SITE) TOWN CENTER FOUR LEASE UNE LEER BOUNDARY 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 VSMP / WPO PLAN AMENDMENT IZ UU� LL W IY p > w LLJ < zzw �vm LL >zo LL O O Z D 0 � U LU Z LEASE BOUNDARY EXHIBIT Job Number: 1640 s'CH OF I ERIC �W. WOOLLEY LIC. NO. 3708 12-20-2019 $�W ti �SSI O N A L �1yG Date: May 20, 2019 Revision: May 28, 2019 Auaust 26. 2019 0 w Scale: wo 1"=40' �N LL< wZ Sheet No.: 00 THIS EXHIBIT IS FOR INFORMATION ONLY! Z C2A 40 0 40 80 120 7 of 36 copyright C 2019 by Woolley Enginee6ng . eei 5.5614 SSSS \ 53 551.6 554,J `554.6 554.8 - - _ 552� 531.4 1550.6 ^550.9 554.7 + / ^ -5837 54B.4 55J6 • 552.6 557.4 550.5 +'; , .551.4 9526 4i7 / � /55",I 552. f .551.6 + �• / 550.6 / 5524 ' - 551,6 551.3 6 29 e 96 ' 551:4 �549.5 � 550.5 / 351.E 317.4 / 551.8 549.3 / 2 •/ 55L 550.J 54 ,55J. 549.y .650.4 5487 ^ <5492 ' I I �R 5466 l- ' S49J �5 599.J � 550. .547�� h I / 5474 , 549.7 / 531.6 "NIT, ,1 � .52 i 548.7 554.2 - a0 _ 548.4 5465f 529.J 3529 / 548..5 5475 + s454 /a� / 53I',, J 5J0.1 546.E js a� 5469 + 5J74IX 52s7 \ 5444 5295 -5472 10001 ' - � A VA !F2 U,F� .7 e i = 5265 57B j\ � "5470 r" ` 7 4 83 x . �2Z5 � 329.6 l 517$ 544 4 „5766 S1B.6 i + 5268 524. - ; 52b 1 1 \ - - 525J 5245 - �52J4 5753 �y'pa^'15 _ i \ 24.5 - 5J85 1 \ ? 5r 1 I 5J9.4 � - ' � O � • ' f r, s + >i 513 5292� T\ = 5�19 k + \ I III{ r r 5439 5027 5027 + - U f ^5235 / 52,2- , \ / / \ i 5221 \ o o / + „ e 5285 / U Z 1 I .--- I r � / �22J / NOTE: 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. 5045 25% or GREATER SLOPES 50 0 50 100 150 SCALE: 1'= 50' CONTOUR INTERVAL - 2' ...- 5042 EV 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973.0045 www.woolley-eng.corn 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 VSMP / WPO PLAN AMENDMENT Q UUU2 Z I..L Q 0 W O > L W Q W < Z r� � m � z LL 0 0 O z o W Z CRITICAL SLOPES EXHIBIT Job Number: 1640 H OF Dr G1 G/ ERIC W. WOOLLEYOLLEY A LIC. NO. 3708e--' o� 12-20-2019 ysn �S,s! 0 N A L ECG% Date: May 20, 2019 Revision: Auaust 26. 2019 Scale: 1"=50' Sheet No.: C3*0 9of36 copyright © 2019 by Woolley Engineering a� I O LA1A `e � 0 \ \ %N0 ;ITIONAL / CURB ALC CURB TRANSIT STANDARD CG-6 TC REVERSE GUTTE II f %k - W\ \; w i r r/ n — \10 0 ,/ ,/ .� ,//./ ,.100 go // / CURB TRANSITIONS FROM vj CG-6 TO CG-7 LIMITS OF NEW CONCRETE CURBING DETAIL KEY: V1.0 REFERENCE # C7.0 DETAIL LOCATION SEE C7.0 FOR LIMITS OF EACH PAVING TYPE AND DETAILS LINE LEGEND: ---------------- =GPS- Gt3- GAS.- Gt3= I11111111111111111111111111 = CENTER LINE = CONDUIT = EASEMENT = EX. UNDERGROUND ELECTRIC = EX. UNDERGROUND FIBER OPTIC = GAS LINE = LEASE LINE = PROPERTY LINE = SANITARY SEWER = STORM SEWER = EX. UNDERGROUND TELEPHONE = TRAIL = EX. UNDERGROUND TV = 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 FIFE = 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 PAY = PRECAST PAVERS PE = POLYETHYLENE PIPE RED = 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 = UNGERGROUND FIBER OPTIC UGT = UNDERGROUND TELEPHONE LINE UGTV = UNDERGROUND TELEVISION LINE VPD = VEHICLES PER DAY WL= WATER LINE WM = WATER METER 8 = UNKNOWN OR UNVERIFIED LOCATION PARKING LEGEND: LOW -EMISSION VEHICLE OR in FUEL-EFFICENT VEHICLE �mI ^ IHIGH OCCUPANCY VEHICLE PARKING SPACE (TYP.) (9' x 18') MOTORCYCLE SPACE (TYP.I (4' x 8') SITE LIGHTING SYMBOLS: SEE SL 1.0 FOR FIXTURE TYPE A v 4 o O p =MANHOLE ® = WATER VALVE -6- = FIRE HYDRANT CU = GAS VALVE 9 = UTILITY POLE J = LAMP POST EB = WATER METER = WATER MANHOLE © = ELECTRIC VAULT & MANHOLE ® = TELEPHONE VAULT & MANHOLE T❑ = TELEPHONE JUNCTION BOX © = ELECTRIC JUNCTION BOX 7 = ELECTRIC TRANSFORMER [51 = GAS METER r = SIGN POST o = POST or BOLLARD a =STONE BOLLARD ® = IRRIGATION CONTROL VALVE M =STANDPIPE (9 = EMERGENCY TELEPHONE O = TREE or BUSH X =SPOT ELEVATION EB = WATER METER = WATER VALVE O = FIRE HYDRANT ■ =TREE GRATE 40 0 40 80 120 L Z 0 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 VSMP / WPO PLAN AMENDMENT n Z U z Q � 0 w ::7D q/ c/ O > LU Q W Q z (� 1 '`1 Wm( LLJ r \ `l >zo 0 O z O U W z LAYOUT PLAN Job Number: 1640 OF 'RIC W. WOOLLE�Y�� LTC. NO. 3708ry/a 12-20-20.19 ti IkIONAL ECG Date: May 20, 2019 Revision: I Scale: 1 " = 40' Sheet No.: C4.0 10 of 36 copyright © 2019 by Woolley Engineering / 55J.3 550.E 549.7 i i/ 3 ,."- i 5524 � . s 557.1 / S23 ° 52d8 � � � � _ . ` 5235 / l D.A. 109 D.A. 121 0.08 Ac. 0.24 Ac. C = 0.90 D.A. 1 13 C = 0.90 A tc = 5min tc = 5min i 557"4 � �� 526.4 ° / 0.31 Ac. D.A.110 C=0.70 0 550.5 549.J 5 557.6 5274 "n � 0.08 Ac. tc = 5min C = 0.90 WnOLLEY ENGLNGERING � �.6 + � 4 5 4?4 � 5"-, - SEGMENTED3i V ,! 5�g// 52 � / / i / / tC = 5min � � � � D.A. 114 D.A.107 �� 1 019Ac I Consulting Civil Engineers 2105thStreetNE Tar ottesville= Virginia Charlottesville 22902 55J. x5r.a 3303 RETAINING WAL �579' TOW:546.0 49.7 BOW:544. 52J "1'�� 522 TOWN CENTER 1 EXISTING 0.08 Ac. tc = 5 min I C=0.90 �� tc 5min D.A. • 1 I 1 (434) 973.0045 www.woolley-eng.com 4as jP�- /y � \\ 5235 " _-- ° _ - �! �' U/� p55L 216 TOTAL SPACES �0.07 D.A. Ill 0.38 A 0 ♦ • Ac. c _0.9oI �/5%8 cld�? "� 53 2 S \, h N x��26 / / OWN CENTER 2 %1 tc Ymi A. 112 I 0.21 AC� I ♦ I D A. 96B i = 0.3sAc. I Landscape Architect Red Clay Landscape Arch. i 5492 / 54&7 / / \ 2Z3 I all - \� EXISTING RETAINING \ 5726 523 �� 52a l / / EXISTING U MP 03 00 00 00-019io FOUNDATION D.B. 2712-325, D.B. 3413-719 ( / / ♦ I t 5 4 . I C = 0.30 I tc = 5 rr� =0.80Charlottesville, • tc = 5 m' I22902 PL T 10 I I = 5 min 1 Ac. SE Sixth Street Virginia Charlottesville, Vir 'nia i 55 4 5�'� �5 s WALL TO REMAIN I 54a6 1 549.3 550. . 5475 / + \ 6 Q / /, ZONED: PDIP / / / / .26 1 - 0 ♦ � � I n♦ D.A. 105 � .A. 95 � ♦ 0.41 Ac. 47 Ac. I Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia h - % / 54Z4 .6 �a� 2 - p J L /5254 r / , �' Q of ®. ° 522_1 �, F , ° /,' 51 + / l m / % C = 0.90 = 0.80 I ♦ ♦tc=5min =5min I I 6 I C. 22903 P: (434) 982-3777 / 549.7 _ \- n 2� - ° °l / 5227 /s / D.A. 1 J N.85 C= 80 • tc-5min •�� 54H7 ��- } 554a / .5484' S4s5 537.7 \ I 53>.2 �_ - nr :_ _ f 2t,, /` � tc = 5min D . 97 0.12 Ac. l D.A. 103 .3s Ac. 0 C = 0.85 �' 0. 3 Ac. OC12 3� C=0.85 I tc=5min C=0.80 VSMP / WPO % \ r = c = minim , tc = 5min � tc = 5min PLAN 54z2 / 548.5 547.5�,. 1 ;F ',� ,__. 53 .5 �E s ,' d 6 ° ` _ ., ' , I ♦ AMENDMENT / / 5 nary 530. J I s5 LT / / [ d / D.A. 82 � � 0.49 0.26 Ac. I � _ 1 I 546B / P C = 0.90 ID.A. ♦ _0.55 l 546.9 ' /. 531'4 -/��5293 `/ l tc=5min I tc-5min 1 10.28 Ac. ' 544.4 529.4 � / J / ` 1 I C = 0.9 L - 1 .. I Y54Z2 52s.5 ' \ tc 5 ,1000 �� 71 ��z ANF _"� ! / 545�7 - ,"---- ^JL� / -� / -. \ /. � �' ° �. �0 is / l ° D A 83 , v OC.30 9c0. ` , 1 D.A. 85 / ._ 559.4 y 5470 5285 /!! j a a.3 `pA ' / ; s tc = 5min 0.2 c. 0.7� / \ tc n Drainage Area Inset Q o, 529.6 1 / / � _ ' I / Scale: 1" - 100' �i l I / l s44.4 ,.. 52Z$- '_ - _ 5279 / �� i� TOWN CENTER 3 Q / � EXISTING FFE 520.41 „5266 `7n6 524,� � ,I'/�� , � � � LINE LEGEND: Z + I i CENTERLINE CONDUIT Q LU � 524.' -- I � ! 524.3 -' S254 � - � V l l l � � M/ � �V f$'V 524.4 (� O � TOWN CENTER 4 - CIS. � EMENT EXSUNDER GROUND ELECTRIC - --- EX. UNDERGROUND FIBER OPTIC 0 w / � I I l n` n` -, -, - GAS LINE - -=LEASE LINE LL W I; > - 5Z53 �-, � 52J4 5253 - .' ` � �. A I7 FFE: 522.25 / 335_TOTAL SPACES l I/ / TMP 03200 00 00-019J 1 UNIVERSITY OF VIRGINIA = PROPERTY LINE = SANITARY SEWER Q i' 5385 I w.�` I - ' 24 � 5 / 505. FOUNDATION � _._._._ ._._._._._._.- =STORM SEWER = EX. UNDERGROUND TELEPHONE - I� " ! \ -., '�� / / r SrB4 _ .�Ps. J D.B. 2712-325, D.B. 3792-292 (PLAT) �_: ZONED: PDIP -TRAIL Z Z 539.4 - : _ i O -- y/ �' �- _ _- / 2 =, a I _ y ze`� - - - - _- i / �l?E 7� 504.5 ---------------------------EX. UNDERGROUND TV = WATER LINE Wm W J �R -� 504.6 � ,. - - - � ., �" General Notes: /� L� 0 ' -_- � - �a-Rna -- � `\ A-� \ 514.3 / c so4.4 So�4 l . See sheets C5.1 and C5.2 for spot elevation plans. 2. See sheets C4.2 for road and O � H C 5J9.2 s. so 0 plan profile. 3. See sheet C6.5 for yard drain and trench drainage and Z 5357 \ I \ ` � - - 5036 SF324 plan profiles. 4. The limits of grading/disturbance currently ~ 0 ,� I �/ illustrated on this plan generally conform to the limits of disturbance on the previously U I Q approved general development Ian as shown on DP2006-113 and SDP2016-51. w > _ / \ LIMITS OF SOUTH LAWN 27 , soa,3 sa J. SEEDING AREA I \ 1 111 1 1 I � � I I � ��55 � 1 _ y -. � I 7.4 ,><52 5 1 50©.7 0 / ° x5� + .+ l 14.v � Y46 J 541. 545J 5444 o / / 545.7 y 5445 „s43 GRADING 5455 54a5 � '�, � _ PLAN r TMP 03200 -00-00-006R0 VIR INIA UNIVERSITY( FOUNDATION I // \ / - Job Number: B. 2712-325, D.B. 4957-692 P AT 1 I 1 I \ I ZONED: PDIP \ / i \ \ sJs.s - LIMITS OF CLEARING 1640 I i i i 5176 \ \ ! (PROPOSED TREELINE) OP / Contractor shall verify with Geotechnical Engineer that the existing sediment basin � z � has been properly and i � �I � � � �� ' ERIC W. WOOLLEY i V compacted prior to commencing / / �� - LIc. No. 3708 permanent fill operation in this area. j / / ✓ \ %' b o� tz-20-20ts $ww Tv' qjV Date: May 20, 2019 �N7 �/ � �,' Revision: August 26, 2019 / ! December 20, 2019 �N_ w o - - - - - - - - - , Scale: Sheet No.: ,_ _- CD �® rH - -- - o15 ' w - - " � 1 _ -- - _- ------ -------% + r 40 0 40 80 120 C5*0 OWL 4 -r7e- SCALE: 1'= 40' CONTOUR INTERVAL 2' 14 36 of copyright © 2019 by Woolley Engineering copyright © 2019 by Woolley Engineering copyright © 2019 by Woolley Engineering \\\�� e \ 9, �\ -1 / 11 + �v + \ + / 20' WATERLINE ESMT DB 1964-650 / / / / / BEGIN ADD ALTERNATE #, - INTO EX. 12" DIP WAT & EXTEND TO LOOP - 1 251 I LACE EX. JUNCTION EXISTING ° OX AND EXTEND EX. �° (A TOP COMMUNICATIONS TO 5 2.7 {� vv vv m III---- WITH WITH CONDUITS (SEE C6.6 & C7.1) ; I RAISE EX. SS FRAME ,& \ / COVER TO MAT��C��H\ FINAL GRAB (±2') I� I � T m IMP �F�V/S cCgRK 1 1 � I TOWN CENTER 1 / EXISTING 1 / 216 TOTAL SPACES I ATE EX. HYD. & + ALVE TO MATCH FINAL GRADE / RELOCATE EX. W / / 0 SAN. SEWER ESM7. - & 2" COPPER / / DB 3412-719 PLAT 1 / 96B _ SERVICE LINE / J (PRIVATE) r / TOWN CENTER 3 / EXISTING FFE 520.41 / W / BEGIN 6" PVC / CONVERT EX. DI TO CONDUIT AT SPLICE MH (MATCH / BOX GRADE TO SW) _ TIE INTONE 12" DIP / / k WATERLINE w/ GV, 22.50 BEND & EXTEt� / / TMP 03200-00-00-019J1 95 / UNIVERSITY OF VIRGINIA / FOUNDATION D.B. 2712-325, D.B. 3792-292 (PLAT) / ZONED: PDIP SPLICE BOX EC. / RELOCATE EX. 12" DIP WATERLINE & / HYDRANT �y.ill ...`I` ) CONDUIT \Y// C� JUNCTION BOX �, ♦ \ � \ A PROPO ED E 2 � � i DRAI A E S T \ 9 FIRE HYDRANT RAISE EX. SS FRAME & B. tb } / • ° 0 0 �- PROPOSED NEW 12" COVER TO MATCH I I I \ \�2 ( \ V i / / / �. 0 */ \ / } + FINAL GRADE (±10') O / a SRO �E OQPRE-CAST ELEC. MH REPLACE EX. SS PIPING , / �, -, 80 \ E E i /" / Oi END ADD + i FROM 8" PVC TO M DIP f �O \ ° / / ALTERNATE #1 (FROM MH 4 TO MH 5) 7� / A A \ � (WL LOOP) \ tX. OUTLET PROTECTIO CONT. SHALL HAND -PLACE ADDITIONAL ® CL.1 RIP -RAP (AS SHOWN) CONT. SHALL ®� CL�\ RIP -RAP, L = 15' NOTIFY MR. VINNY PERO, USACOE, PRIOR \ \ b9 �Lp 4P TD TO START OF THIS WORK (434) 973 0568 � �� 81 0 TOP OF BANK EX. �\ -1` I I' DRAINAGE CHANNEL •`�\ \�`72B> (DO NOT DISTURB) ®� \ 1 , TMP 03200-00-00-006R0 UNIVERSITY OF VIRGINIA �\ \ I 8 FOUNDATION \ \ \\ D.B. 2712-325, D.B. 4957-692 (PLAT) \ ZONED: PDIP } 83 1 } STORM DRAIN \ \ fb CURB INLET T RAISE EX. SS FRAME & \ \ 71 \ COVER TO MATCH FINAL GRADE (±4') \ ROPOSED\ / \ \ STORM DRA PIPING (T .) , , EXISTING SEDIMENT BASIN (SEE ES2.0 & ES2.1) i I I i / S 2 % OWN CENTER 2 I7'MP03200-00-00-019JO EXISTING W / �1NIVERSITY OF VIRGINIA Q / FOUNDATION D.B/ / 2712-025, D.B. 3413-719 (PLAT) / / Q /ZONED: PDIP 121 ADJUST EX. FRAME � / &COVER TO (27B, 0/ + / ;/ / / MATCH - EX. FIRE LINE & , - TIE IN � SS %A RAL \ - O /! VALVE TORE � .'0' SAN. SEWER ESMT. DB 3412-719 PLAT / II 0 0' \ PRIVATE) \ If / ! +v / / o o / / I I A , o I'� � -, , y � � / 20' SAN. SEWER ESM'T. i DP 3313-139 T //ELO A W NA0/ \ RAI ' al\V w PI G�(TYP 0 1000 ' r A VA/NF2 ♦ w 4- g� zz P OPOSED '< _ JB 0 ' � ,§• <l�f� W VC SS LA ER -- m ;-' GENERATOR,PAD F RE HYDRANT CAD /SEA / E 6 UNDERDRAIN (TYP) / 544] \ v // 9 Q / TOWN CENTER 4 / FIFE: 522.25 335 TOTAL SPACES ` ..\ ELECTRIC SERVICE 140 \ CONNECTION (SEE ARCH. / FOR CONTINUATION) ° ' F / / WATER METER VAULT ° WITH DOUBLE CHECK ♦♦ 39 ',1 V / ��1 / ! VALVE (SEE ARCH. FOR \ ° cP ------------- \ \ I / CONTIUATION \ ° �l__= / ) 20' WATER NE ESM'T 41 / 31 \ / / f \ \ WATER PRESSURE MAY DB 18 642 ♦ RIP -RAP \ y \ \ �7��r� -___ EXCEED 80 psi 'ft� •. --- , } \ �RANSFCR 53 10 i •� ) }} \ \ \ SPA ( 0' 2 6" M10 I \ \ FIRE DEPARTMENT AI. N i\ \CONNECTION WITH 11 STUB -OUT & CAP 6" PVC CONDUIT SHOEBOX SITE LIGHTS IN PARKING AREAS (TYP.) DECORATIVE UP -LIGHT (TYP.) O DIP WATERLINE (TYP.) 0 0 0 2" BLOW -OFF ASSEMBLY PROPOSED NEW 15' CONDUIT EASEMENT (DEDICATED TO DOMINION POWER) General Notes: 1. A Knox Box is required. Please contact Albemarle County Fire & Rescue for location. 2. See sheets C6.1 and C6.2 for waterline plan and profile. 3. See sheets C6.3 and C6,4 for storm drainage profiles. 4. See sheet C6.5 for yard drain and trench drainage plan and profiles. 5. See sheets C6.6 for sanitary sewer and conduit profiles. 6. See Storm Schedule for drop inlet nosing detail types. Refer to C4.0 for curb types. 7. Refer to supplemental landscape plan for specific underdrains within planting beds. 8. All conduit bends shall be sweep bends. Radii shall be 60 inches or greater. STORM SCHEDULE Str. # Inlet Type Rim Top Invert In Inv. Out Downstream Pipe Note 23 Ex. MH-1 - 521.61 510.60 508.40 Ex. 27" CMP Adjust Frame & Cover 26B Ex. DI - 522.17 - 518.70 Ex. 18" RCP Convert DI to MH 27B Ex. DI-3B,12' 522.20 522.53 517.80 515.50 Ex. 24' RCP From 121 -Type A - - 515.90 - From 26B - - - 515.90 - From Ex. 24 72B Ex. 24" EW-1 - 488.20 - 484.90 Verify Ex. 15CH, EC-1 73B Ex. MH-1 - 516.00 497.00 487.00 Ex. 24' RCP Adjust Ex. Top 80 MH-1 - 518.80 499.00 498.00 27- 24" RCP From 81 - - 511.00 - From 97 - - 502.00 - - From 101 81 MH-1 - 517.70 500.20 500.00 43- 24" RCP From 87 - - - 509.00 - - From 83 - - 512.17 - From 82 82 DI-38, 6' 517.80 518.30 512.30 - 16' - 18" HDPE Type B 83 DI-3C, 8' 517.00 517.50 510.20 510.00 51' - 18" HDPE From 84 - Type B 84 DI-3B, 6' 516.25 516.75 511.20 511.00 70' - 18" HDPE From 85 - Type B 85 DI-3C, 8` 521.40 521.90 - 513.00 102'- 18" HDPE Type B 87 MH-1 - 521.80 504.20 504.00 156- 24" RCP From 88 - - - 514.00 - - From 98 88 MH-1 - 520.05 511.00 507.00 158' - 24" RCP From 89 -Type A - - - 507.20 - - From 92 - - 513.00 - - From YD 6" PVC - - 514.59 - - From TD 6' PVC - 514.38 - - From TD - 6" PVC 89 DI-3C, 8` 519.85 520.18 - 511.80 88'- 18" HDPE Type A 92 MH-1 - 520.35 509.20 509.00 65' - 18" RCP From 94 - - 512.00 - - From YD - 6" PVC 94 MH-1 - 519.94 512.00 5IU.00 65- 18" RCP From 96A - 511.85 From 79B - 511.00 - From 95 95 DI-9 - 518.80 - 512.80 37- 15' RCP Plug end pipe 96A MH-1 - 521.30 513.70 513.50 81'- 18" HDPE From 96B - 517.00 - - From YD - 6" PVC - 517.00 - - From YD - 10" PVC 96B DI-9 520.06 - 514.20 47- 15" RCP Plug end pipe 97 DI-3B, 8' 519.20 519.70 - 513.00 48' - 15" HDPE Type B 98 DI-3C, 6' 521.30 521.63 516.00 515.40 44' - 15" HDPE Tie-in Perimeter Drain 101 MH-1 - 522.00 505.00 504.80 124' - 24" RCP From 105 - - 514.00 - - From 102 102 DI-3B, 8' 522.15 522.65 516.00 515.00 40' - 15" HDPE Type B 103 DI-1 - 523.00 517.20 517.00 64' - 15" HDPE 104 DI-38, 8' 523.75 524.25 - 518.00 32' - 15" HDPE Type B 105 DI-3C, 8' 520.80 521.30 508.00 507.80 131' - 24" HDPE From 107 - - - 513.00 - - From 106 - - 518.80 - - From UD - 6" PVC 106 DI-3C, 6' 521.07 521.40 516.00 515.00 85- 15" HDPE From RDL - Type A - - 519.40 - - From UD - 6" PVC 107 DI-36, 6' 522.70 523.20 511.00 510.80 127' - 18" HDPE From 108 - Type B - - - 520.00 - - From UD - 6" PVC 108 MH-1 523.04 515.00 511.30 12'- 18" HDPE From 109 109 DI-3B, 6' 532.80 533.30 ---- 523.00 229' - 15" HDPE Type B 110 DI-3B, b 533.00 533.50 - 524.00 27- 15' HDPE Type B Ill DI-38, 6' 522.70 523.20 512.20 512.00 12'- 18" HDPE Type B 112 DI-1 - 522.00 514.00 513.80 45- 18" HDPE From 113 - - 516.50 - - From 116 113 DI-3C, b` 520.68 521.01 516.00 514.80 50' - 18" HDPE From YD (6") - Type A - - 517.00 - From YD - 6" PVC - - 518.50 - From UD - 6" PVC - - 518.50 - - From UD - 6" PVC 116 DI-3B, b' 522.40 522.90 - 517.20 63' - 15" HDPE Type B 120 DI-2A 522.20 522.53 513.00 512.90 EX. 24" RCP From 27B -Type A 121 DI-1 - 522.00 - 518.50 36' - 15" HDPE Align with Drive LINE LEGEND: = CENTER LINE F-E-F-F =CONDUIT - - - - - - = EASEMENT - - - -- --- = EX. UNDERGROUND ELECTRIC -- - - - - - - - - - - - - -- = EX. UNDERGROUND FIBER OPTIC -GAS-GAS-GM-GAS- =GAS LINE -------- =LEASE LINE = PROPERTY LINE tt u =SANITARY SEWER = STORM SEWER - = EX. UNDERGROUND TELEPHONE 111111111111111111111111111 = TRAIL = EX. UNDERGROUND TV = WATER LINE EX WOOLLEY ENGINFERING 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 VSMP / WPO PLAN AMENDMENT Q Z LU o w LLJ W < Q zzw W m U _ LL LL 0 z 0 \w Z UTILITIES PLAN Job Number: 1640 s'CH OF D� I ERIC �W. WOOLLEY LIC. NO. 3708 a 12-20-2019 $�W �SSI O N A L Date: May 20, 2019 Revision: May 28, 2018 Auaust 26. 2019 Scale: I" = 40' Sheet No.: copyright © 2019 by Woolley Engineering 17 of 36 LE 0 WOOLLEY ENGINEERING Consulting Civil Engineers Storm Drainage Profiles 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 PQ 22902C) CR \1 ./ Owner Univ. of Virginia Foundation One Boar's Head Pointe 00 00 00 00 Charlottesville, Virginia 10 22903 P: (434) 982-3777 43 VSMP / WPO PLAN AMENDMENT 00 CL UU= Q Lo LL LCA ca Q LU w o %04 J <_ W Q zzw w �.J Q z LL o o O Z 0 U LU 00 00 00 OL z STORM iP DRAINAGE PROFILES Lo Job Number: 510 cq 1640 LO cx of G I 11 �� r EAR C W. WOOLLEY LIC. NO. 3708 � 12-20-2019 $�W �SSIONAL S Date: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 Scale: 1 " = 40' Sheet No.: Note: For manholes to be constructed in fill, Contractor shall place fill under manhole at C6,3 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 rode (Typ.) 530 �_ o O o / o ` � � o .� o O / 530 ^ I� N M Oo ^ M I� o0 � �� ^ o0 U 0\ OM �O �(h� O� 'OC' ^ ^N ` ENO O� � �N �iV O^ O�� O^ o�^^ W �� CNN ON ONN ro�� ^� M� / N � \ V � i(7 Cy ul ph pin.� pN �N� �l(�,(7 / � h� ph \ ^ham M + II � II + II \ + II + II P II + II + II � II + II II O II + II II + Cl) II II O II \ + II II \ = v m O v m ^ v a� / ^ v� \ v� N v� � v o � v o m v m ^ v im v� a� ^ v� v i m h a) a) / h�� h� � m II W M II W W II W co II W \ II W a II W U II � II W � II W II W N II w W II W M II w W V II w W � II w W II w \ W II w W 525 a° �o a° / i°° ` o o �N� ih� o o �� o =oQ oEo- o 0 =ao 0 - _aEa- 0 _oEa- 0 _aEo- 0 =oE \ o,°Ho 525 .- �� .- .- .- o�� << <NH � �N�-' H C <inH �hKH H / H � - NQ' �in�H Proposed Grad (Typ.) 520 520 Pipe 21 - 6" / Con uit Pipe - 4T / Pipe 20 - 44' PVC Perimeter / Bak BNDLP of 15" RCP @ of 15" HDPE @ Drain I 1.1470 / 3.25% � 17 f Q Pipe - 16' of 18" / O 515 Pipe � 1 • % HDRE @ 0:80% / 515 Pipes _ 0, 7.102 9 18 HD � � I I o N c �o �o 51of 18" Pipe b - Pipe Pipe 16 - 65' °f — — — o000 � ^ o o d 'o •� � � @ of 18" HDPE 1.14% / � i a 1 18"R P@1.24% 8 `n op`n`n O 1.96% o - 14-65'of Pipe @2 8% —.. ��G, u r n u `p^^ M _ 510 I I \ RGP II II II II �� N � Q 510 B, OO \ / oN 'o aaaa aaCJ�� ooNo / a i Pipe10-158'of24,„RCP@1.780 o00 aaa � u n aaN I,n� � � � Q � u7 vl .o l� / � 00� II II II II II II 505 @ 2.45 � � v v v to � m o. o. � o_ 505 24 RCP IN.' o a� o -- Pip / Pipe9- — — '— 'n�n'n�� QQQ �� 3-43'of\ — — II II II II II II / / I I I I Pipet - 2 "RCP@ — oo �vv^m �� o0 / 535 �n / Co a o o o 0 0 o O O O O o o v o 0 0 / �� 0 535 00 Cl) O 00. ^� O � O Oc0 •-POD OOJ `ON NO'- NNM NM NNM ^N 'n0 O N v� D` / N � �n � N �n N ' �n O �n ' �n �n O � �n N N �n C N N v� �n �; N N �n �n � N C N N �n v� �n M N � O; N N h � ^ N \ � O O II o p ,o O II M II O O II II p O II � II II p O II ^ N II _ `� II II _ O` II II ,o O II N II II o. `� II N N II II ,o \ `� II M> M > �> �> Q.p> > ^> ^>> M> P> O>> �> > MN> N > > N > M> > �p+j> �,o � o �o �o �o o �o h�o �o �o moo moo �a� .��o �o / moo �o II W / D` II W a II W � II W P II W � I W II W II W W II W � II W O II w W O II w W � II W - II w W �' II W / � II w W � II W 530 aQ / ooa Q Q. °'a =aQ °� °- =oa - aEa- aQ =aa- ^oEo- ^aEa- =ao- ^aEaa- 530 ��° o�-O ° o�° ° ° � ° ° o �° ova° ° o �°o��o o�0 525---- ------ ------ 525 520 Pipe 3 - 12Aco 520 of 18"HDP � / I Pipe 31 12' of 18" @ 4. 5% an Pipe 38 - 38 p Co duit / Conduit HDPE 2.73% of 6" PVC 6" DIP Bank 12" DIP Ex. 12" Pi e 43 - 47' P / Bank Pipe 37 - 50' of ° 2.08% WL � WL Pipe 42 - 37' I / Pi e 36 p 45' O of 15" RCP DIP WL of 15 RCP @ Pipe 19- 48' of of 18" HD E @ 18" HDPE l.bl% ^ } 515 @ s.29% .I 1.14% 15" HDPE @ 4.25% / 3.64 o 515 Pipe 11 - 8 0 _ 18" HDPE 0.92% O o000000 �•� / 000 `�' •� �' ` � / PE 2.22% o000o V�OI:oOoD ac � Mri� c+iV.p �n �n �n �n �n a •� . �..—.. a� �-127'Of1 Plp — — II II II II II o / O� �� U � Cl) � \ 00 510 p � V . M O �n cV N .� ^ o �, �, �, �, �, 0 � oo�no � � o o v�n�n�`n� �v7 �n��n ��oo II .omo � � aaa � CJ ` �� aaa U ^��hdddd ipe28-131'of24oNo MM ._ � _ II II II �N V MMM a) a) 00 W � Q II II II22% — '— 0000 moow �r>� a� o o Q¢ t 505 0000coo` '�� ^coN � `of24'RGP@ oo�� aaa aaa � 505 Pipe24-1 � u u,�� u u u u u aaa moo N�m,� � V �itJ QL2QQ � � � � QQO. 11Q II II II a�aad� 'IT 500 � � � 500 did 0000 0000 495 �� 495 N M U V N M U V N N �� ag aaa as �� 490 490 a 0 3 485 485 �, o_ o 480 � i� 480 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 copyright ©2019 by Woolley Engineering LE 0 WooLLEY ENGINEEMNG Consulting Civil Engineers Storm Drainage Profiles 210 5th Street NE Charlottesville= Virginia 22902 Cq (434) 973.0045 www.woolley-eng.com LO Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE Charlottesville, Virginia 22902 IT 10 Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 ri VSMP / WPO PLAN LO AMENDMENT co /I LL /Q/� LL = Q U Z Q 0 W w O > LU Q LLl < Q zzw UCIO Q LL LL O O Z 0 r U w Z STORM DRAINAGE PROFILES Job Number: 1640 �*CH OF D� �e r ERIC �W. WOOLLEY LIC. NO. 3708 a 12-20-2019 $svW SSIONAL S ti Date: May 20, 2019 Revision: May 28, 2019 August 26, 2019 December 20, 2019 Scale: 1' = 40' Sheet No.: Note: For manholes to be constructed in fill, Contractor shall place fill under manhole at C6A 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 36 oroo 000 `�n' °�n' M co Existing Grade Typ.) m � 535 ^ °' °' O ^ °i °' 535 II W W � Proposed Grad (Typ.) o � \ U 530 \ a DPL 530 00 00 00 "'� � I�.c��l OMo /� ^o � v .o O� oN� 00 o,M _^ O N NNN O N N N N � M M� 0 0 � �� O M � O � N N a O N Cl) N N �nN O N C N N inN a N N N 'inh O N N � O N N C ON O N O N I� N N M N N v)h aD N O N N v> N U^h ph .p ph �.-j p� pink �� chi O� ph Nines �.j pin O II `� II I I O I I O I N II O M O I I co I I I I ^ II II II O I I I I ^ I I � > � > > _ � > � > > .o > > > ^ >P I� > > q�m > m a > Pipe 33 - 2T N Cl) > M > > ^ � > > � > ^ ,o > > � ,o > � �°w `O�ww ��w a) a) U'I°�°—,' ��w OflS"HDPE ww �Ij ww �^ww �Ij w o�ww o�w o I o��w o�ww �^w �Ij N�w 525 �° o � a E o o � a E o �_ a o E o '- ti E o �_ a E o o� E @ 1.88% X° o �°� o X°� o ^° o X°� o X° 0 525 O (nH O(n�H <hH O(n�H �N1-H Mtn lY H HH _ �---Ex.�oPipe 121 - 0Ex,of5"FiberOptic0{1@30%�o o �IIi jr32 iH2D.005520 Fiber-OticPE@ Conduit Pip 53-35' 32-2 I I I I 6-7 520 40 - 63' ° of 2.52% Bank I of 12' PVC � M Pipe pipe 26 copyright Oc 2019 by Woolley Engineering u m- 0 C] FRENCH DRAINS SUPPLEMENTAL FQR INVERTS _ (27 -' YD 7 � e �\26B;) a YD 6 b z ` C YD e 15 �v 5 `�� a a mac' 14 CO YD a ` T �4-, \ \\ 1 ^ YD 1D \ v{ j� 3 LP 6'• 6,, i i,. c a YD YD n ro 2 a 11 s o YD 1 �c TD v YD < 10 6 6"P 80 YD 39'-YD "PV b 38 71'-611pV 39 11'-6"pV l Il,-6"pV e YD y' 33 1/ 3D 11' 6"pV 355 / \ '� n J U C�] `4 0 0 0 a CP r 0 Oak TIE FRENCH DRAIN INTO ` EXISTING MANHOLE FRENCH DRAIN ` u21 - � 2 a A t,7 19 !p'- 6„pV 96B 9 G RVG a `o a `' 24 / 0 YD a 26' �o 3D �179 ;> � J / 95 TD 3 CrIl G� 0 YD \� 29 O �L o jl TD '( _ / o O 4 mac' a C�7 0 0 0 Pipe 73 - 8.6 'of 6" PVC @ 6. 0% Pipe 74 -13.4 ' of 535 6' PVC @ 3. 9% 535 Pipe 75 - 7.4 ' of 6" PVC @ 1. 7% Pipe 76 - 12.2Y of 6" PVC @ 1. 0% 530 Pipe 77 - 23.0 ' of 530 Pipe 78 -12.7Y of N o N o N 6" PVC @ 1. 6% Cq O N N Lu cy� O .p P (IRM0 C14 ct�525+525 P O O cO O h + II II + > O > > O CO N W cp a) ,L + II N > O II + II + II 0+-) > Cl) � W a)�0wv)°Dw I I II W �� C;LO N n Pipe 66- O .59' Of + O> W a) M a) I, LL V II W `O 11 w n E 0 N> 00 N a) w Q Cl)> N) > m > W a) N N II W Cl) W I - II O a E C) aD O 11 N II + O a 11 II + + > h 6" PVC O 3.19% O > w N - II N W W Cl) Q a E ° o E 5- N >- cl�- - II W ° E o II W p II lu - uJ .- II ° E E p Eo ._ r ._> n } .- } N + K h> + > h> h > N N a) a0 a M II W p O U C2 U D }ham h!Y a E �inK = a E E 0° }N�}�n E� ° a' �Mw CDMw �oD IN 0 II wN II W N II W Pipe 67 0 04' of �_ a Q } o } Pipe 59 - 8.37' of i2 } } iv 'o ° ° E ° E E o a E o ° 520t b PVC 2 85% o N ° Pie Pipe P b' PVC @ 2.10% Pie Pi P P p e o }•- } ` } }`�}h� 520 ripe Pine 9'of Pipe12-23.5PI Pie P 01 6 68 6 6" PVC @ 6.10% Pipe 72 P 60 P6' e 52 Plp 40.8038% 60 61 ip IPE P 4e Pe 7 77 78 b""PVC 2.39% 3j.88 peg d7 PVC @01.65%f 59 MM 10 73 Pipe p .55'of b'pVC @29b% �� a o n 6'PVC@2CR 04CID04 n �� C ry a �� I `ro 6' PVC 1.03% h 1010 o o � h D` D` �1 mco _m DD Pipe 61 - 28.21' of �10 00 0 co 00 0; c6 O2 OD aD ao CROR tl} ui h LO ^ O��M O o6 ` W CO 00 0 06 C6 ao ^^ o- - LO 6"PVCQ1.02% .�^^ LO 06 515 Pipe70- 0.1Fat ,n00 � - zo n n u 000 KKK 11 LOh LO,n II 11 11 11 11 ,n n�� II II n 515 �77 L0LO 11 11 II II Pipe62-8.5l'of hb 11 II MV vu] .O bh II II II II Pipe 71- h�� n wo `0^ r �h� u 11 11 6"PVC@1.03% NIr 0.0 ,0 0 0 a a N Q 1 a��rz �^ m b PVC .84'of 0000,00� 1.10% V�:W I II II 10� 0 0 a a a) m Q QQ QQd a) �^ ° �� a) o a) Q ° QQ �� d dd OO My nn c m a) a) d 0010N a) a) a) QQ Q. �� a0_ Em Pipe63-20.56'.of OOo0 a) a QQ•- CI- - �• ' e �CL 0- n- 0a. - M 10 Q 0- d � a) a) a) v7 6" PVC 1.01% I. O O ad o_ Q Q. p_d II II II II II QQQ E: LQ Cj^,� �� Jr10 MMMh ddd � PI e64-966'Of """""" P unu II II M^ 510 amoma �� Pipe 65 - 32.9 Vat �' v n v) QQQ s a all tL� o N 6"PVC @1.03% aaaa 0 �00 + i II 505 m ° 505 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 Pipe 84-17.37' of 6" PVC @ 3.977o 535 Pipe 85 - 28.30' of 535 Pipe 86-16,34' of 6" PVC @ 4.047o YD 25 Pipe 87-12.05' of Sta = 86+22.71 530 Rim Elev = 519.62 6" PVC @ 3.38% 530 TD 2 Sta = 86+29.29 6" PVC @ 1.81% Rim Elev - SEE C5.1 525 `O N Cq co co co co co g � N v) h Co N 525 O N W n 0 0 a 0 0 itj O 0 0 O V M O N O . LO - a 0 LO M U 0 LO O w O LO 0 W ± o• N ±> ±> O `O O II W N +> W O II h O II N O II O. M L1,1 II a, a O• a) O+ II II + 10 a) > + II CO w n� W > W w � II W> T > ^ W + I I O > �' O II M j M II W M II W. o E a E W a) 0o a) N b> N II W W m C^ II I I a0 II W W a) lL II co a0 II w II a. QN � i°n � � 10 II W II W N II W SaE PCOw N > N =aE II W =aE CO =aE N 520 P ° ° aE � a � � w �i - ° � - n Q a � - � � p, II w e ipe 8 520 0 a o .E o t .E M Pine 87 Pipe 79 - 6.03 of Pie 1P p peZ: 81=1} w pe 85 0 -0 b" PVC @ 85% 1p 82 79 80 8 Pipe 49 - 6.30' of 84 N v v m 0, o; a Pipe 80 -16 68' of N N 0, o, 0, 0 6" PVC @ 12.74% 48 - 52.00' of O o�' o 11 `° I1 6" PVC @ 1 92% N N �o o rz co Co Pipe P pipe 47 37.86' of 515 Pipe81-6.8'of ^_^ ' ' ° u �3°S 6"PVC@1.16% 6,„pVC@1.18% P1Pev�@2 6 V) 11 1 10 515 a m 1 II 00OD II II N e@ QQ O O O -a a) QQ a° � n00 Q NPipe82-1655'of OP 0 nc, a- ma. �� 6"PVC @106% � QQad � v10 ; 0 -4 LOLO h h i 0- 0- a Er � 7) .- 1 11 11 1 II II 83 - 16 27' of 11 11 11 I ^ O LO W 510 6"PVC@1.01% vM.� 000 n� 0000mo 000000 o0oocoo v coam m m m 510 a a ddd cPPN o0QQ O^O d OOa- O LO�to E: Ea 11 11 ��LO 11 I O-V VFW II It II II II �-�VV� ��Nh II 'C' 01amh-77 o } o + Q. O. O-O-a a-C.a a)a)a)a)a)a) QQQQQQ NNNCNN QQQaQQ II ° II ° 505 aid �� daddda aadaaa n min 505 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 STORM SCHEDULE Str. # 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 YDl 1 521.29 518.28 518.28 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 YD 22 520,90 518.64 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 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 '0 0 M N Cl)N 525 o� ^� + II II + > a)M M > Pip 6" 39 - 22.13' of M VC @ 5.09% II ,L L 00 p E a w a E E Q p Pip 89 - 21.12' of } h � } n 520 6" VC @ 1.98% Pipe P Pipe pe 520 2 Pipe 90 - 27.1 V of Pipe 89 6" F VC @ 2.09% I 39 LO h Pip 91 - 27.61' of O �t o 6" F VC @ 1.677, CO °j n n 515 Pip 92-9.42'of I ,O i n o 11c a 515 ° 0 0 0 (P00 0 0 Ln Un -a `o 0, a) a) a) a) QQ Q. v10:Cocc m Q ad LOLOLOLOLO II II II �a 510 II �NOPnco co corn II Nh 51 a) a) a) a) a) aEaEa (V 0 + N o + 0 505 ° ° 505 91+00 92+00 93+00 94+00 95+00 L Z 0 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 VSMP / WPO PLAN AMENDMENT Z Q U z Q � w � � o � w LL LU Q LU J Q z 1'`1 LU r \ `l >zo LL � ®O i- z O I..L W Z YARD DRAIN PROFILES Job Number: 1640 H OF vf� E/RIB c W. WOO LEY LIC. NO. 3708 a oo� 12-20-2019 sn 1 �SSIONAL Date: August 26, 2019 Revision: Scale: 1 " = 40' Sheet No.: C6*5 22 of 36 copyright @ 2019 by Woolley Engineering LE 0 WOOLLEY ENGINEERING Consulting Civil Engineers 49 6/B s [1200] Charlottesvilles Virginia 22902 (434)973.0045 7/8 47 7/8 WWW.Woolley-eng.com [22] [12161 2 5/8 42 5/8 7/8 [87] [1083] [22] I Landscape Architect Red Clay Landscape Arch. 912 Sixth Street SE UOPIPE NOTES Charlottesville, Virginia CONTINUS OR PRECAST PLUG B 1. PRECAST PIPE PLUG SHALL BE SET IN FRESH MORTAR. 22902 4 2 1 AS REQ'D. ON PLANS 2. PRECAST PLUG SHALL CONFORM MI PIPE MANUFACTURER'S I PARTS LIST JOINT DESIGN AND SHALL HAVE A MINIMUM THICKNESS NOT 47 518 15" PLAIN OR REINFORCED CONCR. LESS THAN PIPE WALL THICKNESS. 3 [1210] ITEM CATEGORY PART NUMBER DESCRIPTION OTY BASE UNR PIPE AS REQUIRED ON PLANS. Owner 1 L C080177 BOLT SS AUG 3/8-7 X 4.00 HIX 2 Each C �- -_ C 3. THIS INLET IS TO BE USED ONLY IN LOCATIONS NOT SUBJECT 30 3/8 I [78] 42 516 2 L C080210 WASHER SS 3AT ID X 1.000 OD FL 2 Eech I- - - - - - - - - - - - - - TO TRAFFIC. Univ. Of Virginia Foundation 772 [10831 00000 5" 4. FRAME IS TO BE SECURELY MORTARED TO TEE SECTION. One Boars Head Pointe 32 1 8 [ ] 25 1 8 I 7/8[22] Y �a Ua NOMINAL 5. FRAME AND GRATE SHALL BE GRAY IRON, ASTM A48, CLASS 30S. Charlottesville, Virginia / / I00 DIAMETER 22903 [818] [83L1] I BEARING y \ _ _ - - _ _ _ _ _ _ - _ _ I- _ _ 6. THE PRECAST TEE UNIT IS TO COMFDRM TO THE REQUIREMENTS P: 434 982-3777 LUGEt I OF AASHTO M170 FOR 15" CLASS Ill REINFORCED CONCRETE PIPE. ( ) D PULL SLOT B BPL SECTION B-B 7 SHALPRECAST BE AINNCLUDED IN THE NEEDED. PRICETHE BID FOR DI-9.ST OF THE PRECAST PLUG I 4 PLAN - �AT [1021 [131 — — — [457] f112] [63e] ® m ^ { I BAARCKNc L ] o cF I I I RISER WHEN SLOTS T / 301/6 ` V a� I I I REQUIRED--�--�- VSMP WPO W N? --3/8-7 SELF ALIGNING, 7651 a D MORTM OPENING ;e^ p ry 2[8 j8 A REPLACEABLE S.S. EZ—NUT 1/2-13 UNC ® a _ •\; BARS 1I,�• 2" PLAN 5 '\ry `-� AMENDMENT LIFTING BOLT I I 6X 1/2 SKID RESISTANT 4 DI°AAME7ER 4 PLACES IF+— [13] SURFACE MS86 L I A O O O A 0 2 I y a I D A [51]a;c i o � iv n0 ® n j� [97] 15" PIPE MIN. 18 r761 SECTION C-C I'll STOP PART PLAN FRAME & GRATE .SECTION A —A FRAME PLAN [457] 781.. 121/4" NOTE: �I/'S"/i 13iS11*TOrII�I:I LOAD OF 'tA1. Iffi. [100,085] OVER A 10 12RATED FOR A STAUC 2554]] X 20 [508150AREA ANUT DRILL•\11/�1. DIMENSIONS IN BRACKETS ARE IN MILLIMETERS COLD AND MUST PASS A MINIMUM STATIC TEST LOAD28 1/2 UNLESS NOTED OTHERWISE. of 33,750 LBs. [150,1zo n]. T' LOCKING BAR W RllgM M[ N I W?Itl M I111Y[lDl1 N N1YLlIO IM9! OIIO[A1R Itll® 48 [724] DIMENSIONS ARE IN INCHES OR MIWMETERS IN BRACKETS UNLESS OTIERIll NOIID.0BAR SLOT[1189] 2Ut uRa .n ml BM STOP -36 29 1/2W3821 INDUSTRIAL PARK DR LOO • •" M°" °B• 5 STEEL BAR1LENOIR CITYr TN 37771oR «aM .Y[ - '47 [749] eY DATE 8 XUBB LL 800-34B-30B2 •• • /q• SECTION A A FRAME SECTION A -A GRATE DRN 11/Ti0/BB www.quazltacam STED xR QUAurE mvER 1194 aHK �� SCALE DRAWING DESCRIPTION REV Ba-RL)i� �� »W uIE BOTTOM VIEW LOCKING BAR U� LISTED a0 9� u�� 1IZ �% •ns 15 PIPE TEE SECTION DROP INLET U Z g 4 3 2 1 �� scE�AN _ APR 127Y/88 �� quaire APR PN 1E�Y�BB VIRGINIA DEPARTMENT OF TRANSPORTATION 233 fA •r�' PROJECT NUMBER ORAWINO NUMBER R104.'�S 4 V eaoi6ISHEFT OFso s Q 13.0 CONDUIT JUNCTION BOX 14.0 CONDUIT JUNCTION BOX LID 15.0 PIPE TEE DROP INLET C/) O N.T.S. N.T.S. N.T.S. LU � W �_ W < PLANTING BED R-8472-RA �' tB BARB a Trc-c Tn. •• FLUSH CURB BETWEEN A Lockable in Raised and Lowered PositionLU �_ Z • •• T P GRADE BREAK STANDARD CG-7 q "' ''`• ,. • BOTH RAMPS Key required to Lowder and raise bollard /r I^� W LU TI7_I I ' • (number of keys included: 2) sx,PE TO E EVA DN , T T Q OF 1D-Paxr OF A A e e �% LMfEST PPE. 1 +r- SHARE T, I I :' I I I I I 3D DINEIEN L 1 ROUNDED CONCRETE OOF FIRE I I I I '::� I+ TRANSITION (TYP.) • 3 % Z TT DETECTABLE WARNING °'� °°°°o°o°o°o°°°o°o°o°o°o°o„ LL- TTTT..T' [ 0 °°°°°°° °° [ }- I DOMES (TYP.) o ° o 0 0 0 '. loo°000 355/8 % STRUCTURE SUE ND ° O Q / ti °j fb4 1/2 L Z �� PLAN WNL TNLIWES.S vIPoEs PLAN - �o o° �� f� 9 OF To DRIN To xWERT - 2 U I 1 SECTION A -A L` °w E' PPE •, STANDARD CG-7 \ �� 4 �� 3 1/8 Wall I 0 METHOD OF TREATMENT IN DROP INLETS % 08 5/g I Concrete �1 O I I l � � Set top edge of receiver approx. 6 PLANTING BED �p FLUSH CURB 1/4 above grade, build a berm l! ZTR. BETWEEN APE OLVETE1iS M COngETE CLA55 M CaNgETE '- o°�° ` I Drain Rock WREN aFFERENr SIZES OF PPES o c j\� around the edge to reduce the rRE ENIFFERET SECTION A -A o°° 1/4 possibility of ground water getting W TO NVERT OF NOTES:SECTION B-8 °o MP MATCH EX. SIDEWALK COLOR into the receiver SLOPE TO DR,w Rq Grade OUTUT PINE NOTES •. 1. STMDIRD SL 1 YNt10LE SKETY AIB 6 REOUNEO M PART OF THE piANME - I I I I f I r > AOPNG OF YNNOLE ARE EaET INVERTS N XMRDNICE WITH \\ OESNN FOR 11WlDIES. ANCTDN BONE$ AVD CROP KETS WITH IEDMS GREATER _ \ 5" - CONCRETE THB piAWNG 4 TO IPRT TO THOSE SIHUCTMES SPECFEO TWIN 1G FEET TIE SPA^JD Qi IQIMENT SKETY SLABS SNML 8E PTO YI'WRN • 3 r _ S TUR OR WIEPE INVERT OF APE 6 ABOVE INVERT OFW WETY SLAB LOCATED OR R a I \ STRUCTURE qwE EA �GIER. S�NGT�BET LOCATm ROW BOTTOM PPE OF \ %R6" x 6" - W 2.9 x W 2.9 W W F \ D •,...\ \ • D ' MNNOLE OR CROP HET 6 TO SE FORMED AND CONSTPUCTED N ACCORDAWCE 114 VPPLC.•BLE S4ERl I T SPOOK DRAIWID. / • B • t. THE LOST OF TIE SL-1 6 R(CLUOED W THE COST a THE STRUCTURE. SEE CAST N PUCE DRAWHGS Or y C 8 / /\/'. ° e- r° 6, \/\/\/\/\D r • / / THE INVERT AVPNG M OETNLID HEREON 6 TO CONSIST OF A l-V ` ___ :N;yti„ 3. ACCESS 0PD•RGS ARE TO WE STAGGERED FROW ONE SOE OF STRUCitWE TO THE _ _ __ y ° PORTUND CEMENT CONCRETE Mx MFORMNO TO CLASS M OR ' fM FUiTIEA DETAILS �/ CUMO Ci, EXCEPT THAT fsX Di LON6E AGGREGATE WY BE LP TO C1 W pMETER MO CON55T OF ST0xE, BAVNEN BNLN. ..ro.p.i,.v' ' OTTER WHERE /PPUC/BIE. STEPS IRE TO BE Si/OWED ICCORON0.Y. •S BN6 • B• C-C IMP. \_ .-.... _.. _ \ D e T WALL CONCRETE OR RROREN COXCPETE BLOCK. THE suRFICE I / / •• r.�Nl�a V1. fW CURB // Bil BE NCR SLDOTH By YEINB OF HIND TNOWELLMG. NC4E 1 _ : : ;Pi'i; • {. SKETY SLIB WY BE CAST-N-RICE OR FRECMT. CAST -IN -RICE CONCRETE TO 8E OF THE COARSE AGGREGATE SHNl REYIN EIPOSED. •, • CLASS M (WOO M. PRECAST CONCRETE 6 TO BE M 14000 PA). RE•1FORCNG r \ ' I Ib D • DETHS OF INVERT SWPWD n SHOWN HEREON ARE FOR ERAVRE Y • STEEL TO BE N ACCgDNICE WITN AASMO WI. ' .'�•—[I.' i'+i';-i •.;;• FLUSH C PINPOSES ONLY. EK MNHOLE OR diOP HET 6 TO BE S~ED — S. ICCE55 VfHWN:S YAY BE 30. OWETER OR 3O' SOU/iE. WHEN SiRULTURf WDTX 6 \\ '. N. HINWNLY TO BEST ITT THE PARTICLLM NET AND OUTLET LESS Ti SO' THE ACCESS OPFMIG SIMLL BE RECTKWdANi (STRUCTURE WDTM BYGRADED / \\ •°D .r s° D "\/\\/\\/\\/� P D .{ /\ LoraTGURATDN ANo FLOW LIES. w• . GRADED & THOROUGHLY SECTION B-B PLAN - TYPICAL PRECAST UNIT \ D COMPACTED SUBGRADE METHOD OF TREATMENT IN MANHOLES 6" - 421 A OR #57 AGGREGATE P ° [ \ \ WO6Y.gCN REFERENCE 42 3/8 /\\ �' D�•_ -., \ I r •.. STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS REFERENCE TYPICAL CONCRETE SAFETY SLAB BEDDING MATERIAL D \ FOR DROP INLETS, MANHOLES AND JUNCTION BOXES - B CONCRETE SECTION 54 \j\ D4 302 VIRLNIA OEPMTLIENT OF TRM'SPORTATWN 3Dt REV. 16.0 INLET SHAPING TDB 17.0 MANHOLE SAFETY SLAB AOEPMYEMOFTRANSPORrATDN 24r0 MODIFIED CG 12 WITH FLUSH CURB j� Min. N.T.S. N.T.S. N.T.S. a a[\//\//\/X1 SQUARE TAPERED BEEHIVE POLYOLEFIN GRATE \\/\ GENERAL POLYPROPYLENE CATCH W/ U.V. INHIBITORS. / 4�\//\//\//\//� DETAILS BASIN (RISER) W/ U.V. \ Dd INHIBITORS. SEE PLAN FOR GRATE WIDTH //\//\// STEEL TRENCH DRAIN GRATE SLOPE /D%%.. SLOPE / I^l� /\ /\ /\ / Job Number: VARIABLE WIDTH SEE C6 14° Min.— 1640 6" 6" TRENCH DRAIN CHANNEL /\\\/ \\ / Notes: SECTION A -A \\\ /\�1 n �\\ \/\\ ;\/1`\ CONTRACTOR SHALL •Embedment details are for reference illustration only. Minimum foundation sizes depend on local soil conditions, weather conditions, and engineering requirements. 'SIT OF COMPACT EACH LAYER • Bollard is provided as shown, with parts listed below. Concrete foundation and/or installation not provided by Reliance Foundry. _w�, P 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 l.- _ particular installation. EXTENSION RISER Reliance Foundry reserves the right to amend design and specifications without prior notice for product improvement. ERIC W. WOOLLEG�% LIC. NO. 3708 a SQUARE TAPERED POLYPROPYLENE o� t2-2D-2o19 �sv CATCH BASIN W/ U.V. 26.0 REMOVABLE BOLLARD Ss,oNAL INHIBITORS. N.T.S. w Z 6" NIIN. „ MIN ��/�\/�\/��°~ \/�\\\\ F o �Q a / / 4" DEPTH 7 GRAVEL BASE Xy Date: 00. 6" MIN. �j�j�j�j�j� 0 �j�j�j�j�j May20,2019 Revision: August 26, 2019 December 20, 2019 COMPACTED SOIL SUBBASE #3 OR #4 REBAR STAKE SUSPENSION METHOD. COMPACTED SOILS .\�\ LENGTH OF STAKE WILL VARY WITH SLOPE OF DRAIN. #4 REBAR HORIZONTAL PLACE TOP \=_ 1 7 7 2 2 & BTM. OF CONC. POUR 3" CLR @ BTM. (TYP) I 1 _I—) I I 1 11— 4 a NOTE: -III—III—III—III—III—III—III—III-I —III—III— —) — — SEE PLAN -1—I 1—I PgVEMEN7 Scale: GRATE TO BE PROTECTED FROM CONCRETE POUR I —III —III —III —III —III —III —III —III I I —III —III -III-1 I� NOTE: As Noted (COVER HOLES WITH TAPE). - CONTRACTOR SHALL 14M 1 1 1 NOTE: SET TRENCH DRAIN WITH A SINGLE POUR APPLICATION CONTRACTOR SHALL INSTALL 8" WEEP HOLE MATCH THE COL OR OF PAVEMENT Sheet No.: AND SEAMLESS INSTALL WHERE ADJACENT SIDEWALK/ BASIN PER MANUFACTURER'S IN EACH THE EXISTING CURBING. 4' a PLAZA CONCRETE/PAVERS ARE TO ABUT TRENCH DRAIN SPECIFICATIONS. CORNER a FRAMES. AVOID FULL LOAD TRAFFIC FOR 28 DAYS OR d UNTIL CONCRETE HAS COMPLETELY HARDENED. 18.0 TRENCH DRAIN DETAIL 19.0 YARD DRAINS 25.0 MODIFIED CG-7 CURB — PARKING CT N.T.S. N.T.S. N.T.S. 25 of 36 copyright © 2019 by Woolley Engineering EROSION AND SEDIMENT CONTROL NARRATIVE University of Virginia Research Park Town Center Four Erosion and Sediment Control The County of Albemarle, Virginia PROJECT DESCRIPTION The scope of this E&S narrative and plan is for the purpose of developing soil in preparation for the construction of Town Center Four. A total of approximately 12.5 acres will be disturbed during construction EXISTING SITE CONDITIONS The topographic and built improvements existing on the subject property are depicted on the accompanying E&S plan, utility plan & profiles, and the general notes sheet. ADJACENT AREAS The UVA Research Park is located in northern Albemarle County, adjacent to U.S. Route 29. The Park consists of approximately 565 acres and is zoned Planned Development - Industrial Park, to allow for mixed use office, research and development and light industrial use. The Park consists of several "Districts." The subject project is located within the Town Center District. The site is bound to the north by Town Centers One and Two, and to the east by Town Center Three and is located adjacent to Lewis and Clark Drive. The remainder of the adjacent areas are reserved for future phases of the Town Center and are currently undeveloped. These areas are subject to mass grading in preparation of the future development as outlined on the approved Master Plan. OFF -SITE AREAS All land disturbing activities shall occur on -site and within the limits of project shown on the plans. At this point, no off -site borrow, waste or grading activity will occur. This development also includes the construction of a proposed new extension/connection of the existing trail network. Significant land disturbance is not anticipated with the new trail work, if necessary the contractor shall apply erosion control measures as directed by the erosion & sediment control inspector. SOILS This site is located in a geologic area referred to as the Piedmont Physiographic Province. The soils in this geologic area are weathered from the underlying metamorphic bedrock. The naturally occurring soils at this site were found to be moderately to highly plastic silts weathered from the Catoctin formation which consists of basic lava flows schist and gneiss composed of chlorite plagioclase, am hiobole and a idote. The soils observed 9 P .P 9 P P here appear to be weathered from metamorphosed sedimentary soils such as h Ilite and schist. PP P ry P Y The map units on the detailed soil map depicted on the Erosion and Sediment Control Plan, represent the soils in the survey area. The map unit descriptions, along with the soil maps, can be used to determine the suitability and potential of a soil for specific uses, and, precautionary erosion and sedimentation control measures which must be adhered to. They also can be used to plan for the management needed for those uses. The profile of the soil classifications follows: Hayesville Loam (36B): This deep, gently sloping (2-7916), well -drained soil is on broad, convex ridge top. Typically, the surface layer is brown and strong brown loam about seven (7) inches thick. The subsoil is red clay and red clay loam about fifty-one (51) inches thick. The substratum is mostly multicolored sandy clay loam derived from strongly weathered granite gneiss. Permeability and available water capacity are moderate. Shrink -swell potential is low. Runoff is moderate, and the hazard of erosion is moderate. Bedrock is generally at a depth of rive (5) feet or more. Hayesville Loam (36C : This deep, strongly sloping (7-15910 ). well -drained soil is on narrow, convex ridge tops and on side slopes. Typically, the surface layer is brown and strong brown loam about seven (7) inches thick. The subsoil is red clay and red clay loam about fifty-one (51) inches thick. The substratum is mostly multicolored sandy clay loam. Permeability and available water capacity are moderate. Shrink -swell potential is low. Runoff is rapid, and the hazard of erosion is severe. Bedrock is generally at a depth of five (5) feet or more. Hayesville Clay Loam (371013): This deep, moderately steep sloping (15-25%), well -drained soil is on side slopes that border small drainage ways. Typically, the surface layer is yellowish red loam about four (4) inches thick. The subsoil is red clay and red clay loam about forty-seven (47) inches thick. The substratum is mostly multicolored sandy clay loam derived from weathered granite gneiss. Permeability and available water capacity are moderate. Shrink -swell potential is low. Runoff is rapid, and the hazard of erosion is severe. Bedrock is generally at a depth of five (5) feet or more. CRITICAL AREAS There are several critical areas on the site. These include three utility stream crossings and several areas of steep slopes greater than 4:1. The steep slopes on the site have been defined by The County as either preserved or managed areas and are illustrated on sheet C3.0. Steep slopes within the site were impacted minimally and only for instances when it could not be avoided. EROSION AND SEDIMENT CONTROL MEASURES The contractor shall provide, construct and maintain erosion and sediment control measures on the site, in accordance with the Virginia Department of Transportation and the County of Albemarle erosion and sediment 9 P P tY control measures (refer to the Erosion and Sediment Control Plan sheet). All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. Soil stabilization refers to measures that protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the early application of gravel base on areas to be stone. Soil stabilization measures should be selected to be appropriate for the time of the year, site conditions, and estimated duration of use. Temporary sediment filters and traps, perimeter dikes, sediment barriers and other measures intended to retain sediment shall be constructed as a first step in any land -disturbing activity and be made functional before up slope land disturbance takes place. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. The following structural practices will be implemented according to the requirements set forth by the Virginia Erosion and Sediment Control. a). Safety Fence (3.01) A protective barrier consisting of polyethylene web secured to a conventional metal post driven into the ground a minimum of 18 inches. Posts should be spaced at 6-foot centers. Used to prevent undesirable use of an erosion control measure by the public. To prevent access to an erosion control measure. Specific Application: Safety fence will be used at areas where existing Town Center employees and visitors may come into contact with the planned work area. Contractor may substitute temporary chain -link fencing where deemed appropriate. Contractor shall coordinate with project manager regarding substitutions. bh Temporary Stone Construction Entrance (3.02) A seventy (70) foot stone section shall be installed at the point of vehicular ingress and egress on the construction site. This stone area shall be used for washing sediment from vehicles exiting the site. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as larger land disturbing activities. Specific Application: A construction entrance shall be placed adjacent to Lewis and Clark Drive at the southeastern parking lot entrance and additional gravel shall be applied if the Erosion Control Inspector deems it necessary. If deemed necessary by The County Inspector the temporary stone construction entrance shall be converted into a temporary paved construction entrance. Silt Fence (3.05) A temporary sediment barrier consisting of synthetic filter fabric stretched across and attached to supporting posts and entrenched. Used to prevent sediment from leaving the site. To decrease the velocity of sheet flows. Specific Application: Silt fence will be used at the foot of the cut / fill slopes and as shown on the plan. Inlet Protection (3.07) A temporary sediment filter around a storm inlet or curb inlet, in order to prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. Specific Application: Inlet protection will be used around all storm drainage inlets and curb inlets existing within the project area and as shown on the plan. Temporary Diversion Dike (3.09) A temporary ridge of compacted soil constructed at the top or base of a sloping disturbed area. Used to divert sediment -laden runoff from a disturbed area to a stabilized outlet. Specific Application: Diversion Dikes will be used to divert runoff away from the disturbed areas of construction as shown on the plan. Fill Diversion (see 3.09) A temporary ridge of compacted soil constructed at the top or base of a sloping disturbed area. Used to divert sediment -laden runoff from a disturbed area to a stabilized outlet. Specific Application: Diversion Dikes will be used to divert runoff away from the disturbed areas of construction. gL Diversion (3.12) A channel constructed across a slope with a supporting earthen ridge on the lower side. Used to reduce the slope length and to intercept and divert stormwater runoff to stabilized outlets at non -erosive velocities. Specific Application: Diversions will be used on the high side (above construction) of slopes to direct "clean" water into the slope drains to outfall below the disturbed areas. hZ Temporary Sediment Trap (3.13) A temporary ponding area formed by constructing an earthen embankment with a stone outlet. It is used to detain sediment -laden runoff from drainage areas less than three acres for enough time to allow most of the sediment solids to settle out. It can be constructed only where there is sufficient space and appropriate topography. Maximum effective life is 18 months. Specific Application: Sediment traps will be used to detain runoff on the site and will be situated as shown on p pp p the plan. i . Temporary Sediment Basin 3.14 P ry ( ) A temporary barrier or dam with controlled stormwater release structure that is formed by constructing an embankment of compacted soil across a drainage way. It is used to detain sediment -laden runoff from drainage areas three acres or greater for enough time to allow most of the sediment solids to settle out. It can be constructed only where there is sufficient space and appropriate topography. Maximum effective life is 18 months unless designed as a permanent pond by a qualified professional. Specific Application: An existing sediment basin located southwest of the site will be dug out and restored to it's original size and will be used to detain and treat runoff. The location of the sediment basin is shown on the site plan. j) Temporary Slope Drains (3.15) A flexible tubing or conduit extending from the top to the bottom of a cut or fill slope. The drains will temporarily conduct concentrated runoff safely down the face of a cut or fill slope without causing erosion on or below the slope. Specific Application: The drains shall be used to divert "clean" water from the high side of slopes affected by the installation of the utilities. Outlet protection shall be applied at the bottom of the drain. See detail sheet ES3.1 for conduit sizing. k).. Outlet Protection (3.18) Structural) lined aprons or other acceptable energy dissipating devices laced at the outlets of pipes or paved Y P P 9Y P 9 P P P channel sections. To prevent scour at stormwater outlets and minimize downstream erosion. Specific Application: This form of protection shall be utilized on all stormwater outlets by using nprap. Surface Roughening (3.29) This erosion and sedimentation control measure involves creating horizontal depressions on slopes or leaving slopes in a roughened condition by not fine -grading them. This is done to aid in the establishment of vegetative cover or seed, to reduce runoff velocity and increase infiltration, and to reduce erosion and provide for sediment trapping. Specific Application: This form of protection shall be performed on all slopes 3:1 or greater as shown on the accompanying E&S Plan. Slopes less steep than 3:1 should have the soil lightly roughened and loose to a depth of 2-4"prior to seeding. mZ Temporary Seeding (3.31) The establishment of a temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing annual plants. This protects slopes exposed during construction until permanent vegetative cover can be established. Temporary seeding will apply to all areas on the site that will not be brought to final grade for periods of thirty (30) days to one year. Selection of the appropriate seed mixture depends upon the time of year it is to be applied (See schedule on E&S details sheet.) Specific Application: Temporary seeding shall be applied to all denuded areas prior to permanent stabilization in the form of either hardscape or permanent seeding. Temporary seeding shall be used on all fill slopes and diversions. Permanent Seeding (3.32) Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be brought to final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. Specific Application: Permanent seeding will be applied to all portions of disturbed area. 21 Soil Stabilization Blankets & Matting (3.36) Stabilizing disturbed areas of a steep slope, channel, or a shoreline by applying protective covering on a prepared area. The matting will protect the young vegetation and promote its establishment while increasing the permissible velocity of turf grass stands. Specific Application: Soil Stabilization blankets & matting will be utilized as shown on the plan p). Tree Preservation and Protection (3.38) Protection of desirable trees from mechanical and other injury during land disturbing and construction activity. Specific Application: Tree protection shall be applied to select vegetation on the site as illustrated on the plan. g)_ Dust Control (3.39) Reducing surface air movement of dust during land disturbances, demolition or construction activities in areas subject to dust problems in order to prevent soil loss and reduce the presence of potentially harmful airborne substance. Specific Application: Dust control shall be applied as necessary. PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding immediately following finish grading. All seeds will be approved by the "Virginia Crop Improvement Association," Blacksburg Virginia. Seeding will be done with the following: Two (2) parts Kentucky Bluegrass (Poe pratensis), by weight; minimum 98 % purity and 90% germination; maximum 1 % weed seed. Three (3) parts perennial Ryegrass (Labium perrene) by weight, minimum 85 % purity and 90% germination; maximum 1 % weed seed. Fifteen (15) parts Falcon Fescue; minimum 98 % purity and 90% germination; maximum 1 % weed seed. Permanently seeded areas shall be protected during establishment. Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks will not be permitted. Mulch and/or lime shall be applied at a rate of two (2) tons per acre. Specifications for fertilizer are FS 0-F-241C, Type 1, solid form; Grade A or B; recommended for grass, with one hundred (100) percent of the elements derived from organic sources of the following properties: a) Nitrogen 12.0% b) Phosphoric Acid 8.0% c) Soluble Potash 8.0% With at least fifty (50) percent of the nitrogen from a non -water soluble organic source. The following measures shall be incorporated during fertilization: Apply fertilizer at a rate of 10001bs./acre. Apply after smooth raking of topsoil. Do not apply fertilizer at same time or with same machine as will be used to apply seed. Till fertilizer into upper two (2) inches of topsoil. Lightly water dry topsoil to depth of six (6) inches at least forty-eight (48) hours prior to seeding to obtain a loose friable seed bed and to aid in the dissipation of fertilizer. The following rates and practices will be adhered to for all seeding that occurs on -site: Apply seed a rate of 6-lbs.11000 sq. ft. evenly at right angles with a spreader or seeding machine. Rake in lightly, covering seed to depth of 118 inch. Do not seed area in excess of that which can be mulched on same day. Do not sow immediately following rain, when ground is too dry, or during windy periods. Roll seeded area with roller not exceeding 112 lbs. Immediately following seeding and compacting apply mulch to a thickness of one (1) inch. Maintain clear of shrubs and trees. Apply water with a fine spray immediately after each area has been mulched. Saturate to six (6) inches of soil. MAINTENANCE All erosion and sediment control measures must be maintained and repaired immediately to insure continued performance of their intended functions as stated in the Virginia Erosion & Sediment Control Handbook, Third Edition 1992. In general, all erosion and sediment control measures will be checked weekly and after each runoff -producing rainfall event. All seeded and sodded areas will be checked regularly to ensure that a good stand is maintained. Areas will be fertilized, reseeded and resodded as needed. DISPOSITION OF TEMPORARY MEASURES All temporary erosion and sediment control measures including the temporary sediment basins shall be P ry 9 P ry removed within 30 days after final site stabilization is achieved or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. STORMWATER MANAGEMENT The Town Center Four site will primarily drain via surface runoff into an existing sediment basin. The Town Center Four site lies within the Town Center District which is part of a larger existing watershed and was included within the previously approved stormwater master plan for the UVA Research Park. Master planning for the Research Park assumes a full build -out to the region and the Town Center District was included in the design to be captured and treated in a wet pond located southwest from the site and close to the Center for Applied Biomechanics building. The pond was constructed and designed to "bank" allowable impervious areas as they each phase of the Park developed. Excerpts from the approved storm water management study were copied and are included within the stormwater management calculations booklet. No other treatment is proposed with this development. EROSION AND SEDIMENT CONTROL NOTES UVA Research Park: Town Center Four Major Site Plan Amendment: Erosion & Sediment Control Plan The County of Albemarle, Virginia ES-1 The Albemarle County Department of Community Development must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-2 All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR625-02-00 Erosion and Sediment Control Regulations. ES-3 All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4 A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5 Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6 The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7 All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8 During dewatering operations, water will be pumped into an approved filtering device. ES-9 The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. ES-10 All fill material to be taken from an approved, designated borrow area. ES-11 All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. ES-12 Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28, ES-13 All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. ES-14 Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. ES-15 Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. ES-16 The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. ES-18 Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/acre, and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. ES-18 Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade . P 9, 9 limestone shall be appliedP P at 90lbs/1000sf incorporated into the to 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved b the County 9 PP AI 1 PP Y erosion control inspector. ES-19 Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessaryto achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. ES-20 All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. I �4ft,111111%, SOIL MAP KEY 36B HAYESVILLE LOAM 36C HAYESVILLE LOAM 37D3 HAYESVILLE CLAY LOAM 36F 14 151 47 E 0 0 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 VSMP / WPo PLAN AMENDMENT ^Y I..L Z LL Q 0 LLJ Q/ V o \ / LU u W Q J 02 Q 7W LU r \ `l >zo `L ® O >-- D O V rV U UJ Z E&SC NARRATIVE Job Number: 1640 OF xrc W. WOOLLEY LIC. No. 3708a� 12-20-2019 $ ti 4&IONAL V'J Date: May 20, 2019 Revision: I Scale: As Noted Sheet No.: copyright © 2019 by Woolley Engineering ES 1.0 32 of 36 + LEWIS & CLARK DRIVE 0 - --.;q- -_- _ _ STATE ROUTE 1571 554J /ca' / 549.6 9.d /.__ �7(� 7�N V YooLLEY L'GITvEER1NG _ `554.6 \ 564.8 /' / - '.- ,--_ i�� 53b� _ _ _ / - - - - / Consulting Engineers - - - / ' �� %` � /"� � 552j / 531.4 "550.6 "550.9 /' S 5 i' '� + J 54.7 5537`\ / ' ' Q' / -' 21O Sth Street NE 5t Street Charlottesville = Virginia 22902 (434) 973=0045 / s4a.a �'/ % , !' S5J6 ' 5526 / 55t4 www.woolley-eng.com 5� ,551.E /-' / / /y/ /' I Imo' SZS6 52d ° ��' ' / l ' ' S524 /' 550.6 " 549.7 / ' y' / //'/ \/ / � \ I \ / ' S2J8 \ / / / 55, 3 / - I l `7 /l 52 / / / 5516 / 6 /, / y y / / % / / e ,5215 l / ' / ' r° I / / Landscape Architect P Red Clay Landscape Arch. 912 Sixth Street SE S2;4 s5i.4 \ 5495 /L/' '\ ' ' "I, ' / 551.E . 550.5 \ . }•. / / / P�Y��'666,1,yb' / / X / , , l % / / Charlottesville, Virginia 22902 a 5401i + SA / / /j// / Q / i „522.8 / l r O/!/ l l Owner 55t8 �5 sa9.J sSo.J P / 5s1 / `/ y/ 5z9� / l fJ TOWN CENTER 1 / Univ. of Virginia Foundation g z / _ r ©/ I o I \ / / , Igs asm"512 x EXISTING / / •5497 ( / q$� /I/ 530=J l 216 TOTAL SPACES 548.5 Q 551.8 �� l I � i /l 52.�.5 / r ° 'il ! l / \ One Boars Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 sU5 // o Q` szz 5Jd7 \S� / $F Q I _✓' TOWN CENTER 2 a'/ \r� p / /' - / / I I• ' ' i 5225 'gin 5487 /� / / / 51IJ , \;�, / / / EXISTING /i v / / / I 5226 .�, / \ JMP 03200.00-00 019J0 1.1NIVERSITY OF VIRGINIA , FOUNDATION VSMP WPO K6492 0 I l 52J2 512" D.B/2712-B25, D.B. 3413-719 (PLAT) \ 0 ��' /'/ // \\ �� ; •I I fl �:.I ' , / , / ZONED: PDIP //////,' / 6 54J / / .549.J, \5i48 \O Q .254 rnl' PLAN s%6s I : \ ©w o ,, F ! \ / ; l AMENDMENT /' 5316 I / 529,9.0° \ IP5221 / 5277 /549.7//,/, _ _ lu{'j111 ($ `o' •"\ 5485 ✓/, =-= \ l / EROSION CONTROL PLAN KEY , , Q , 2 /,, /,/ / ; 554.1 /' / ® 546.5 SJl.7 /,' / @ EROSION BLANKET/MATTING ,.' ,'✓ / 52 5227 i / / l l O i "527B I ❑ _ 'Lis A 5_LB , g I / �25.4 .4 SdJ � � �-,�M290,I`/ �iI CONTRUCTION ENTRANCE Q \;l 5485�5 s2d5 l CONSTRUCTION ROAD STABILIZATION P � �EX. M.H. #3 DUST CONTROL DDIVERSION DYKE 5469 \ 529.J 11167 / D FILL DIVERSION 544.4 I �• \ �[ / / / / / {�- a. �/ •54-: l: / / / / �S2Z6 ,529.7 roo / ' / I I IP INLET PROTECTION Q / / 6 co. --/l l f -� l / 528.5 52 529.2 / Q / / S` / , / l / \ l / l l / / 520.4 l l OP OUTLET PROTECTION ---- SAFETY FENCE 5584/ /, ! h i / , l / / , / / / / rL% / o � 57Z5 / l eJ < 51 / l / / // ! 529.6 �75 "r`52B�6 / Q / i (\ 5254 / l ! i '/ '/ �l � ae l ; SF SILT FENCE �jr Q U J n // j /^' l l !' l' IP 528.5 / / S SURFACE ROUGHENING O Z 527.3 534.1 / / ! / / III / / l , l i / ! TOWN CENTER s i / SB TEMP. SEDIMENT BASIN Q "0 92F'p/„ l Q 528.8 Q� ; l / I /' ! l / l l / 5196 EXISTING FFE 520.41 It n / _\ 528.E i 524,3 _ t o x 1 1 1 ! y x516 524.I 1 I .i e, ST TEMP. SEDIMENT TRAP I I I - i ; lli ' + /\�' _ 526d.`i;i IP TREE PROTECTION TTSPD / l % I l/ ;I; ,/ - - 51<. Q s / / / ',_ ' / 5174 5z5 524.4 191 l _515JQ -_. �' TTEMPORARY SEEDING w 1 i l I / y y l{ /l , 524J 4 Q524.4 "�-_-/ 'S/26.3 / Q/e " ✓ n x/ C64/ SIP F�: 522.25 / 31 ; / ;;/ // Q S14.6 53J8 '\,'v TEMPORARY SLOPE DRAIN J _J _•v / y 0 . 5134 4 5//'_� /1 OTALSPACESIP TMP0Z3O2N00E-D0:0-00-019J1 UNIVERSITY OF VIRGINIA PERMANANTSEEDING _ Q /yam l55 538.5 5245 A \_247 21.41 8 ; FOUNDATION D.B. 2712-325, D.B. 3792-292 (PLATI LU SJs. 52J5 PDIP 5195 504.5 / b799 LUa W ° _, 505.4 518 7 -- ---�/' ../// s--v., Sediment Basin 1 Specifications: 516 577 p s11.3'�e\; -_ _ - - ,' \ \ \ \ \�ze- i /'/ / '% s,ze, / f s �� so4.6 Top of Dam: 482.0 LL _ v v v v v / r, 77 / 0 v v s,dJ s RAP - \ \ \ \ \ \ \ \ I I \ / / , / / / 518.( S3 \ \ f 50Q.4 I Emergency Spillway Crest: 481.0 Width of Spillway: 8 s1¢ v / / v / \_- \ fl� I \ 504.4 F- Y 521.4 / v A A V �� A \ V 1 V A A\/ 517.4 \ 5!§.3 ,- - -_-- I I I \\ \ / Top of Trash Rack: 480.0 0 l � \ \ \ 1 / q ° y _ _ _ 0 � \ \ \ \ \ \ I I \ \ 1 1 \ \ \\__i//'/ /' "51Z5 / ' ___ __ __ __ ___ _ '- \ \ \ I 1 \ - 1 1 I \ �/' \ \\ \\\ 1 0- s0 o 903. Size of Trashrack: dia. 48", ht. = 16" Riser Diameter: 27" Orifice Elevation: 477.2 i� 1 53sz 1 I \ \ \ / / / 50 \ ) I \ / '- _-- --__ --__ 0 \ 1 �\ VIV' �_ 0 S \ \ \ 0 5rzz/ f .6 5d2.4 1 Orifice Diameters 5" 0 i -- _ _ \ \ I ❑ IP / \ \ _ \ \ / / y - - - - _ - - _ _ dry \ \ \ \ \ \ / s16.o 2 \ " \ \\ \\ ' \ Barrel Invert Elevation: 471.5 Darrel diameter: 21 (cmp) Barrel length: 78' ' ' Anti -seep Collar Dimension: 4.5x 4.5 i) I_I_I // - - - \ \ \ \\ \ \ \ \ \ \ \ \\ \ \\ \ \ /\ / so3 sov ' � Clean -out Sediment at Elevation: 475.0 Maximum Sideslo e of Embankment: 2:1 Refer to Virginia Erosion &Sediment Control Handbook \ _ L 5146 1 ` ` I5746 1 I I I l 1 I / I ` 456 \ \ \ \ \ Cpntrdcto 11 t�einto I ll\1 III 11� a500.7 o / \ fl (51209 for specifications. tions.50 . ppapproved m515s plan. Contractor shall field verify. - \ 32d \ 5 v�r1 i�l I I \ \ \ \ \ \ -545.5 1 - of, and r r nn via s�di ont l 1 �\ \ _ _ _ °--, \ \ \ \ \ ` \ \ P P� Y \ \ \ \ \ \ \ \\ - ___ _ \ \\ \ \ \ \ \ \ \ 5454 Sa57 S4J9 \\ \ \ \ \ \\ \ \ \ \ \ fro , the e is i glsediment dsi \ \', -- \ v \ \\ 5 \ \\ �\ ___-_-_ _ \ \ \ \\ �\ \ \\ \ \ 546.3 ` 5444 \\ \\ \\ \I ro \ \\\ / Pri r t p mincing Wok\k\ \ \ \ \ _ \\ \ \ \ \\ \ \ \ \ \ \ GE DIVIDE \ ' - \ \ \ RAINA \ / \ \\ \ \\ \\\\ \\ / Sediment TrapSpecifications: _ --- \\ \ \\ \ \ \ \,\ 5-544.5 - - -_ _ \\\ \ /sass / � 1 �� \ \ s4sd � I I 1 \ \ \ _ \ _ To of Trap: 496.0 P P• 543.9 a X 5416 Top of Stone We1r. 495.0 Bottom of Stone Weir: 493.3�4 544J\\\\ / Bottom of Trap: 490.0 7\TMP 0k200 I0 O1 Q 0t0 545 /, IA !.7 \ D5419 51i 125 D.BI495i-69 IF AT) Refer to Virginia Erosion &Sediment Control Handbook for specifications. E& SC PLAN NVE�SITYpFV2GI PDIj 5426Bi$ 57 - 57ZONES PHASE1 1�111A\ \V�, y' /' SD y ` V v / / / / / / / �� v 1 r 47z� V A \ \ v v VVA V A 1 V v v -- _- --- , ; j y / - _ _ / // ; / \ -\\_ - / ^ \---' / / / / /;' / / / / /, / / / , \ / -- - _ t�rat�ageAA�edi / / - _-- _-' �.9�acres" `��_-,� /' /' w'� = 1�> / SjY#1 O ' / ,' �yy y/ / /'� // // ' N/ � ected prior to construction to ensure that it is structural) sound, in suitable working order Y g that the sediment has been cleaned out and properly disposed of. Job Number: 1640 \ / 4749 ) N _ _ _, _ _ _ _ _ ,, ,� / f - / y / >' 2. The basin embankment and emergency _ _ _ _ _ _ _ / j !l /I / '/ �l;'ll ( / '" ' y' ' ! ; I j Ill \\ - \ -� _ - _ // / / y/ /' spillway shall be checked regularly and after each rain event to ensure that the structural TH OF DI _ J{ __ _, _ _- \- >054 � _-- __ � / / 0 y integrity of each is sound and that no damage has occurred. \---------------- --- -\ r s64y --- ----- ___---- '-" \ -"' ' /' / /' /' / - / / y' y' y- -- 3. The basin shall be checked after each runoff -producing rainfall for sediment cleanout. ERIC W. WOOLLEY Lrc. No. 3708 - _ - _ _ _ _ _ _ -' \ 501..4 s021 ,, / % / / / / y - - -- = / /' / // / °- ,' When the sediment reaches the clean -out level it shall be moved and properly a �� 12-20-2019 $�W /' / /� �4&g- ssto E1yG NAL General Construction Sequence. 1. Install perimeter erosion control and so tD \ 5006 features, construction entrance---------_____ and sedimen trap. Date: May 20, 2019 - - - - - - ` \,' 2. Verify condition of existing sediment basin, _ _ ,- �- �� /� /',',' / y - - , -" / / ,' / /' clean out (if necessary,) usablitywith Albemarle County E SC Inspector. Revision: 26, 2019 -_- </ _ /August 3. Adjust erosion control elements as necessa 1 ( ryl Burin r aidin operation to continue to direct December20, 2019 I/ it 1 I \\ \\\ \\ \\ _-- - , / - - - _- - �_----- ,_- ___ -a8e - / / /' //'/' //�/--_ _\ g P g g the storm drainage into the sediment trap& \\ \ \ ----i --------', ' - 4. Contractor shall not remove erosion control \`\ \\I�\\_�/ ,- -- _ ©O� J�// 1 j \\ \ \ //' �'�///� ,' �5` elements for phase 2 prior to authorization from the Albemarle County E&SCinspector. � /' i;;,-'i -------ice_-r/e_ _ -'J- - - - - - - - -\ 479, ----- ` q I \\_ �\ - _- ' y ' ,�' ,� i __' _--� / - -- _- - / / -------- - -- ,-__,-' di I Scale, 4 l Sheet No.: 0 476.7 _\ - -�i -- �� y /' i (_ ___------__--\ ° c .475.7 471 ---- - / - - -_ OZ 475.8 4694 CIS ✓79.9 460! 489.5 4754 \ \ / 470.3 \ \ 1 Z. ES2 0 __ 50 0 50 100 150 _=-=_ SCALE: I"=50' _-------- CONTOUR INTERVAL2' 33 36 of copyright © 2019 by Woolley Engineering i' r� i� 5554 55i5 _ _ -� LEWIS & CLARK DRIVE EROSION CONTROL PLAN KEY 0 + 554J a$' .. / S496 - .... - • 9.8 _ - - `554.6 \ - - - _ - y- _ I� _ =- � �- - 53b- STATE ROUTE 1571 I EROSION BLANKET/MATTIN )� L,E,Ei i wo ENGINEERING 554.8 i ".. -- 550.6 5 5 -" / -', _ _ - CONTRUCTIONENTRANCED Consulting civilEngu Engineers NE -��g 552� £31.4 + / - /484 - _- -_ ° CRS CONSTRUCTION ROAD STABILIZATION Charlottesville- ille- Virginia n a 22902 5537'\ / / '---5536 ,. / 552.6 557.4 550.5 �C DUST CONTROL (434)97s•oo4s www.woollev- eng' com 552.6� 7 D DIVERSION DYKE+ LandscapeArchitect L ./ _ � 5�F" .551.E �'� . " - F5524 � 550.6 `549.7 �-� �s2aa 55L6� / 6 %' 53�Red - - �I 52J6 52d i 523.5 ca a / � / FD IP FILL DIVERSION INLET PROTECTION Clay e Arch. 525'4 ' 961�3/ v, P Q 4 . ` 551.6 550.5 - -'o , SA �`Ly 527. Q b..� OP SAF OUTLET PROTECTION SAFETY FENCE 912 Sixth Stre eLandt Charlottesville, Virginia 22902 fl 6 + h0 / % + Q 5228, ,.:. S1L�.J i y TP - o' - 3474 5 55L8 549� i / SF SILT FENCE Owner `- 55'` 53°.' �- = 529z 54s7 , . " l 2 -� _ 522 TOWN CENTER 1 EXISTING SR SB SURFACE ROUGHENING TEMP. SEDIMENT BASIN UTl1V. OE Vir lnla Foundation g One Boar's ille,�ieaPointe Charlottesville, Virginia _ " 530=3 "' u7485 Q �� 5$1.8 I ,' °�� 52.3 w ml ° 216 TOTAL SPACES / = / / / TEMP. SEDIMENT TRAP 22903 P: (4) 982-3777 � � �� TOWN CENTER 2� MP0320G-00-00-019Jo TP TREE PROTECTION / t� � .550.4: ��' �•� 5487 �� I / 52iJ �r� 5492 5226-''° Q Q i o 51 r T � �/ sg7.4 , � / EXISTING N � � NIVERSITY OF VIRGINIA FOUNDATION D.B 271 D.B. 3413-719 (PLAT) / ZONED: ZONED: PDIP TS TSD TEMPORARY SEEDING TEMPORARY SLOPE DRAIN Q 5486 % / �• CRS n _ , � � l Q e599.J� .54L5 J O � � � �+ / / / / PS PERMANANT SEEDING VSMP WPO PLAN I 6 �, / p O, 'I /.�154 � � (&�/ _ /, I , ' I 5474 � 6 x5765� ; , _" IP � , o + � / � �/� �/ / AMENDMENT 331q .E �; ;,.TP 0548.7 IP � j DC I- 537.7 554.1 546.5 1 �I57^ ✓ ®AI \ 0548, ° 54Z2 i 5�5 5456 r r_ / + tr i l I 5461 546952s,7 / z � IP � 5 z 1 OOO Y 5 a �� \ �)I i ° / I a v NF2 � / Q / -__-- �� •1 ,a Q P IP /'� 4 l Q fl / 5zz5 329.6 l i ,� •; / 527, �J T OWN CENTER 3 � EXISTING FFE $20.41 0 l + - �' - 5258 l / • l l \ �/ / O / 525J TOWN FFE 522.25 C / / W LL Li Li LL Q 5753 � \\ `' ' � ` I / 335 TOTAL SPACES / // / O T IF 03200-00-00-019A Q W Q .5134 245 ;51�. 5385' I -UNIVERSITY I OF VIRGINIA FOUNDATION 1� Z- i 5J9.4 IF - - - D.B. 2712-325 D B 3792-292 (PLAT) ZONED: PDIP / / 5045 w r n LU V r ` - ---rl �, IPA° 5 p _ �� j 9(} `/ IF _ .8 50 6 _4' LL - -� 5 / RIP AP- , R / _ j y,�,/ / i \ \ \• 1 1 I t3s,� �'. __ _ _., \ _ �_ Y 504 �+ \ 504 4 p�' p L O _I$J _.. \ O Iy X, U 51 0 XLU '27 i 1 1i / 55 ` \ IP so»r 501. - 531 ° IP _ 1 lJ� i i 5O Z�. � ecu �a � 5J/.7 -� •'. �i 1 � 11 �V A � l � i � � 1 ( J � � � � � <` :� .., 1.4 - C) 5000.9 V A \ I O - q I 5439 � \ \ T P03200-QO 00 006R0 I� , FOUNDATION NIA) �� -- � - - E&SC PLAN 9'2712-325, DB4955�62 AT) '',,I i I A� `� ZONED: PDIP v __- 1 I I / PHASE2 1,76� �I �� Job Number: 1640 w ' " Ph. 2 Drainage Area: If 1 /arm/,7 j I 2.20 acres / / PS SR PS ` �''-Tx of / i ' _ EERIC W. WOOLLEY / /♦ //�� FD SD #2 . TSD FD �/ - o41 12-20-2019 G�yw{v SIONAL /� ; i i TSD - - /----- - - �♦� J - - - - Date: o ♦ SR May 20, 2019 _" T j -, (� - _ ' _ �� -, August 26, 2 - - December20�2019 .4804 _ 4797 \ - - -- --_ '- Scale: , -f ,'' ,-' ,- __- w= -_ 477. - - - - - Sheet No 476.7 � 475.7 ---' i 47S 1 mho �ci Z 4158 479.9 479:4 469. 4 495 ES2 1 _ 4b3J -'-� -- _--_- - 50 0 $0 100 150 /7/G IN - _ CONTOUR INTERVAL 2' _ i77 _ _ - j/ 5/,,r - --- - ' xa - --_ - - - 34 36 of copyright © 2019 by Woolley Engineering TP TREE PROTECTION SURFACE ROUGHENING DOZER TREADS CREATE GROOVES o ono PERPENDICULAR TO O O O O O THE SLOPE O O O O 00 00� 0000 O �O e 00�00�0�00 SOD S\oP0�00000� �O� 0� O 000 TRACKING OUTLET PROTECTION A 1 'IPE OUTLET TO FLAT AREA WITH NO DEFINED :HANNEL a d SECTION A -A FILTER CLOTH KEY IN 6"-9", RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6INCHES. TS TEMPORARY SEEDING ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS PLANTING DATES SPECIES RATE (Ibs./acre) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (Lolium multiflorum) & 50 - 100 CEREAL (WINTER) RYE (Secale cereals) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60 - 100 (Lolium multiflorum) MAY 1 -AUG. 31 GERMAN MILLET 50 (Setana italica) DEBRIS FROM SLOPE ABOVE IS CAUGHT BY STEPS D D TEMPORARY DIVERSION DIKE ' —Yeah 1v g1�' DRAINAGE GREATER THAN VERTICAL GROOVE BY CUTTING FURROWS ALONG THE CONTOUR. IRREGULARITIES IN THE SOIL SURFACE CATCH RAINWATER AND RETAIN LIME, FERTILIZER AND SEED. 2-3' (DEPENDING ON MATERIAL) CUT STEPS WITH DRAINAGE TO THE BACK. AVOID LOW SPOTS. STAIR STEPPING CUT SLOPES 6-15" GROOVING SLOPES (-r)MPAMM C1711 4.5' MIN. DU TYPICAL TRAPEZOIDAL DIVERSION 10% SETTLEMENT 0.3' FREE BOARD DESIGN FLOW DEPTH PACTED SOIL PAVED CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 3" SM-2A ASPHALT TOP COURSE 70' MIN. -' 6' MIN, FILTER CLOTH SIDE ELEVATION EXISTING GROUND EXISTING PAVEMENT 6" 21A AGGREGATE BASE EX. CURB OR EDGE OF PAV'T 70' MIN. ASPHALT PAVED A WASHRACK CRS 2% 2% —�! 12' MIN. SEE �2�. EXISTING °I^" PAVEMENT POS. DRAINAGE ,-'I A TO SEDIMENT TRAP MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION IPZ 2x2 x2' SEDIMENT TRAP 1 'x0.5' OUTLET #3 STONE PLAN VIEW (SEE TYP. SED. TRAP FOR DETAIL) 12' MIN. SECTION A -A NOTE: A MINIMUM WATER TRAP OF 1 " IS REQUIRED WITH A MINIMUM WASH HOSE DIAMETER OF 1.5" SAf�S SAFETY FENCE/SILT FENCE COMBO SAFETY FENCE STAKE \ i EXTEND SILT FENCE I 5' MIN. FILTER FABRIC INTO Il TRENCH 4" L� 1-I '11 I ..I ° Ell IFEl l 1 _„ IIFII] 4" BACKFILL AND COMPACT THE EXCAVATED SOIL. . . . . . . . . . . . . . . . . . SILT FENCE FILTER FABRIC POINTS A SHOULD BE HIGHER THAN POINT B. P BLOCK & GRAVEL CURB INLET SEDIMENT FILTER RUNOFF WATER WITH OVERFLOW SEDIMENT CURB INLET FILTERED WATER SEDIMENT CURB INLET WIRE SCREEN 2" X 4" WOOD STUD SF EXTEND FILTER FABRIC INTO TRENCH SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. SILT FENCE BACKFILL AND COMPACT THE EXCAVATED SOIL. A POINTS A SHOULD BE HIGHER THAN POINT B. GENERAL NOTES - SILT FENCE A 1) The height of a silt fence will be a minimum of 16 inches and a maximum of 34 inches above ground elevation. 2) Extra strength filter fabric shall be a continuous roll. When joints are unavoidable, a splice may be made at a support post with a 6" overlap. 3) The excavated trench shall be 4 inches wide and 4 inches deep on the upslope side of the proposed location. 4) Support posts shall be a maximum of 10 feet apart where wire support is used, and no more than 6 feet apart where wire is not used. When placing silt fence across a ditch or swale, the posts are to be set at a maximum 3' interval. 5) The trench shall be backfilled and the soil compacted over the filter fabric. 6) Silt fences shall be removed when the upslope area has been permanently stablized. SAF TEMPORARY SAFETY FENCE CONVENTIONAL METAL (T) OR (U) POSTS POLYETHYLENE FABRIC (ATTACH TO POSTS WITH METAL WIRES) 5-0" MIN 6-0" MAX NOTE: CONTRACTOR MAY SUBSTITUTE TEMPORARY CHAIN -LINK FENCE WHERE APPROPRIATE. GATES AND OPENINGS SHALL BE FULLY COORDINATED WITH THE OWNER PRIOR TO INSTALLATION. E 0 0 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 VSMP WPO PLAN AMENDMENT Q U z Q 0 LU ::7D Q:� V)W o LC LU Q W LU Q z (� 1z1 Wm( LU r \ `l >zo H O O >- Z D 0 ry UJ E&SC DETAILS Job Number: 1640 OF R[c W. WOOLLEY LIC. No. 370 ft� 12-20-2019 $J� r:lONAL Date: May 20, 2019 Revision: Scale: As Noted Sheet No.: copyright © 2019 by Woolley Engineering ES3.0 35 of 36 BIM 2" 2" [PAN BLANKET MATTING TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA NOTES ANCHOR SLOT APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". JUNCTION SLOT CHECK SLOT' 12" MAX. 4:1 OR FLATTER _ TERMINAL FOLD 6" MAX. STEEPER THAN 4:1 EDGE AND END JOINTS I I I I I TO BE SNUGLY ABUTTED I LAP JOINT 2" MIN. (JUTE MESH WILL HAVE (JUTE MESH ONLY) STAPLED LAP JOINT IN LIEU OF EDGE JOINT) I I I I I I I I I I I 5' MAX. 4:1 OR FLATTER I 3' MAX. STEEPER THAN 4:1 1 1 I I I I I I 1 1 I I I I I I II I II I 1 I TAMP FIRMLY CHECK SLOT I I I ANCHOR SLOT I _ I I I I I I 1 " TO 2" _r VAR. VAR. 76"TO 12" PLAN VIEW Tlti 6" TO 8" MI STAPLING DIAGRAM TAMP FIRMLY CHECK SLOT STAPLE FORMED FROM NO. 11 STEEL WIRE. CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL, 50' C-C INTERVALS; 6" STAPLE MIN. LENGTH FOR OTHER SOIL. NOT REQ.'D WITH ALL "COMBINATION" BLANKETS 6" TO 12" JUNCTION SLOT TAMP FIRMLY —12" MIN TSD 6" TO 12" TERMINAL FOLD TAMP FIRMLY 2" TEMPORARY SLOPE DRAIN PROVIDE INLET SLOPE DRAIN STAKED TO EARTHEN DIKE PROTECTION (IF SLOPE AT EACH JOINT OR 18' (COMPACTED) NEEDED) MINIMUM r-- A PROVIDE OUTLET PROTECTION STANDARD FLARED \ END SECTION D. L A SECTION A -A SECTION VIEW STANDARD FLARED END SECTION SLOPE NUMBER DRAINAGE (ACRES) (INCHES) 1 0.25 12 2 0.57 18 3 0.79 18 TEMPORARY SEDIMENT TRAP VARIABLE» VARIABLE —1 1.0, ORIGINAL / ACRE N VARIABLE GROUND ELEV. E67D. YD. /ACREEXCAVATED) FILTER CLOTH 1 4' MAX.* CLASS I RIPRAP ' SEE TABLE BELOW Cross -Section COARSE AGGREGATE p CLASS I RIPRAP Length (in feet) _ 6 x Drainage Area (in ac.) DIVERSION ~ e i DIKE '"w MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) ^!� EXACAVTED AREA I I -I =1 1=ORIGINAL (SEE CHART)-III1—illl—I GROUND The maximum allowable drainage area is 3 acres. Sediment should be removed from the basin when the volume is reduced by one—half. TEMPORARY SEDIMENT TRAP DATA STRUCTURE DRAINAGE (ACRES) EXCAVATED STORAGE (C.FT.) EX AV ATED (BOTTOM) EXCAVATED FEET) DRY STORAGE (C.FT.) LWEIR ENGT (FEET) HEIGHT (FEET) BERM EIGHT (FEET) REQUIRED DESIGN REQUIRED DESIGN 1 2.98 5,391 6,289 1,073 3.30 5,391 5,645 18 1.70 2.70 CONTRACTOR SHALL EXCAVATE AND PROPERLY REMOVE SEDIMENT FROM EXISTING BASIN TO ENSURE 2:1 SIDE SLOPES TACKWELD ALL AROUN #6 X 12" SPACER BAI (TYPICAL) L SEDIMENT BASIN SCHEMATIC ELEVATIONS DESIGN HIGH WATER .(25-YR. STORM ELEV.) MIN. 1.0' 67 C.Y./ AC., " DRY "STORAGE 67 C.Y./ AC. " WET" STORAGE RISER CREST DEWATERING DEVICE SEDIMENT CLEANOUT POINT ( WET" STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY PLAN VIEW D SECTION A -A ANTI- VORTEX DEVICE DESIGN PRESSURE RELIEF DLES 1/2" DIA. A N. ...,PPORT BAR (#6 REBAR MII ISOMETRIC CREST OF EMERGENCY i SPILLWAY TOP STIFFENER (IF REQUIRED) IS ANGLE WELDED TO TOP AND ORIENTED PER- PENDICULAR TO CORRUGATIONS TOP IS SUITABLE GAGE CORRUGATED METAL OR 1/8" STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. CYLINDER IS SUITABLE GAGE CORRUGATED METAL PIPE OR FABRICATED FROM 1/8" STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER. RECOMMENDED DEWATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING CORRUGATED METAL RISER POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) " FERNCO-STYLE " COUPLING DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE *DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 DEPTH VARIES AS REQUIRED FOR "DRY" STORAGE WET STORAGE E 0 0 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 VSMP WPO PLAN AMENDMENT Z U n' 'z Uj V o \� / Uj LU Q 02 Q z1'`W W (� 1 m( r \ `l >zo ®o z 0 U Uj z E&SC DETAILS Job Number: 1640 OF RIC A. WOOLLEY LIC. NO. 3708e 12-20-2019 $ 1 RkfONAL Date: May 20, 2019 Revision: Scale: As Noted Sheet No.: copyright © 2019 by Woolley Engineering ES3.1 36 of 36