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HomeMy WebLinkAboutSDP201600051 Plan - Submittal (First) Major Amendment, Final Site Plan 2016-08-22• • • • • WF_ IL I University of Virginia Research Pori< OOLLEY ENGINLLRING Consulting Civil Engineers 220 East High Street Town Center Builclin F Charlottesville . Virginia 22902 (434) 973 =0045 www.WooHey-Eng.com 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 220 East High Street Charlottesville, Virginia 22902 Tel: 434.973.0045 3. Source of Information: County Research and/or Owner provided. 4. Source of Survey: C 1.0 Kirk Hughes 8, Associates (Topographic Field Survey), August, 2016 Date 5. Parcel Information: On Site: TMP 32-6A, 460.60 acres Acerage Site is located within the UVA Research Park Density Current Use: Commercial Office Capacity Deed Book 2712, p325; DB 3792, p 292 Plat; DB 1684, p 225 Plat. 3,700,000 Zoning: PD -IP, This Property lies within the Airport Impact Area (AIA) Town Center 1 215 13 6 7 241 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.) 560,315 Watershed: Rivanna River Town Center 4 313 24 7 8 352 6. Adjacent Parcels: See Existing Conditions Exhibit Sheets C2.0-2.2 300.0 Current Use: Research Park 3,283,028 7. Proposed Building Statistics Landscape Plan Proposed Use: General Office Space Filled Box Indicates Drawing Included in Set Number of Floors: 4 Gross Building Square Footage: ± 103,440 Floor Area Ratio: 0.005 W Maximum Building Height: 65' Lot Coverage: (Proposed) Building Footprint: ± 29,765 sf (0.0015%) UJ Parking and Driveways: ± 131,774 sf (0.0066%) Landscaped Areas: ± 37,589 sf (0.0019%) Maximum Impervious Area: ± 161,539 sf (0.0081%) Parcel Area: 460.60 Acres 8. Parking Statistics 0 A. Required Parking Spaces: Commercial Office: One Space per 200 sf of Net Floor Space Gross SF 80% Gross Spaces Req'd Spaces Provided TDM Reduction Town Center 1 70,583 56,466.4 282.3 241 14.6% Town Center 4 ± 103,440 ± 82,752.0 413.8 355 14.3% B. Traffic Demand Managment Reductions: O High Occupancy Vehicle Spaces: (2) Spaces per HOV Space Bicycle Racks: (18) Spaces provided on Racks Scooter/Motorcycle Rack: (1) spaces per 32 sf Surface area HOV Shuttle/Bus Bike Racks Total Reduction Spaces req'd Town Center 1 13 15 18 46(19.1%) 241 Town Center 24 20 18 62(15.0%) 414 MAJOR AMENDMENT TO FINAL SITE PLAN SDP 2006-00113 THE COUNTY OF ALBEMARLE, VIRGINIA RIVANNA MAGISTERIAL DISTRICT 11. General Water and Sewer Conditions A. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. the Contractor will be responsible for notifying the proper ACSA officials at the start of the work. B. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and structures, as necessary. C. All materials and construction shall comply with the current edition of the General Water and Sewer construction specifications, as adopted by the ACSA. D. Datum for all elevations shown in National Geodetic Survey. E. The Contractor shall be responsible for notifying miss utility (1-800-552-7001). F. All water and sewer pipes shall have a minimum of three (3) feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. G. All water and sewer appurtenances are to be located outside of roadside ditches. H. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. I. Trees are not permitted in the ACSA easement. J. 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. 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. 13. Research Park Total Buildout Statistics Complete Year Acerage Building Density Microaire 1995 4.8 46,000 77,000 Center for Applied Biomechanics 1996 4.0 30,462 60,000 PRA 1998 6.5 82,577 82,577 Town Center One 2000 6.6 70,583 70,563 Biotage 2002 7.1 51,000 60,000 ETC 2002 3.0 41,778 41,778 Town Center Two 2006 4.3 83,666 Town Center Three 2007 4.4 89,814 Town Center Four 2016 3.0 100,000 Total 36.3 560,315 391,918 C. Provided Parking Spaces: C 1.0 Cover Date C2.0 On Site: Albemarle Co. Dept. of Community Development - Zoning Division Acerage Dev. GSF Density Regular HOV Space Motorcycle Space Handicapped Total Spaces Capacity 307.0 3,700,000 3,700,000 Town Center 1 215 13 6 7 241 Developed/Sold 6.6 560,315 391,918 Town Center 4 313 24 7 8 352 Total Remaining 300.0 3,139,685 3,283,028 D. Loading Spaces: Requirement: One (1) space for the first eight thousand (8,000) square feet of office space plus one (1) space for each additional twenty thousand (20,000) square feet of office space. Required Loading Spaces: 1 + (103,440-8,000 / 20,000) = 5 Loading Spaces Provided: 2 (Waiver Previously Approved) 9. Standards and Specifications: A. Virginia Department of Transportation (VDOT) Road and Bridge Specifications, 1993,1994. B. Virginia Department of Conservation and Recreation, Division of Soil and Water Conservation, Virginia Erosion and Sediment Control Handbook, 3rd Edition, 1992. C. Albemarle County Service Authority, General Water and Sewer Construction Specifications, January 15, 1998. D. The University of Virginia Foundation, North Fork Design Code, May 28, 1998. 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). copyright © 2016 by Woolley Engineering 14. Setbacks: Per the approved application plan for development (ZMA-98-27,) setbacks are: 10' Building Setback from internal public road right-of-way 50' Buffer from adjacent residential parcels 80' Building Setback from adjacent residential parcels 15. Note: Hazardous Materials: 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. f fr,fr� VICINITY MAP r f ,a ill A k. �., .._-w.... r co�FRy AIL RUN \ 7/ F ;f s .. SITE 1 " = 1000' 5 4. OD SHEET INDEX SIGNATURE PANEL C 1.0 Cover Date C2.0 Existing Conditions Exhibit Albemarle Co. Dept. of Community Development - Zoning Division C2.1 Existing Conditions Exhibit Cont. Date C2.2 Existing Conditions Exhibit Cont. IM C3.0 Critical Slopes Exhibit III C4.0 Layout Plan III C5.0 Grading Plan IN C6.0 Utilities Plan 11 L1.0 Landscape Plan ❑ Filled Box Indicates Drawing Included in Set SIGNATURE PANEL Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - Zoning Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Building Inspections Date Albemarle County Service Authority Date Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 I NI TIA L SITE PLAN COVER SHEET Job Number: 1640 THoFij`�G' r� U ERIC W. WOOLLEY ti' Q �o� SSI O NAL ��w ti 'OA 2 Q U Z Q � � w � > L/) w Q W 0 UJ m Q)> LLQ 0 0 O w U Z COVER SHEET Job Number: 1640 THoFij`�G' r� U ERIC W. WOOLLEY ti' LIC. NO. 37088 Aq �o� SSI O NAL ��w ti 'OA Date: August 22, 2016 Revision: Scale: As Noted Sheet No.: C100 1 of 9 DRAINAGE STRUCTURES DRAINAGE STRUCTURES (CON'T) DRAINAGE STRUCTURES (CON'T) #1 THRU 120 NOT USED #38 DI -3B L=3' 157 D1 -3B L=6' IT TOP ELEVATION= 552.81' TOP ELEVATION= 546.44' 121 Dl -3B L=8' 18" R.C.P. IN= 544.9' 4" P.V.C. IN= 544.1' TOP ELEVATION= 522.56' 4" P.V.C. IN= 550.7' 4" P.V.C. IN= 543.4' 18" R.C.P. IN= 511.7' 18" R.C.P. OUT= 544.9' 15" R.C.P. OUT= 542.0' 18" R.C.P. OUT= 511.6' = TELEPHONE VAULT & MANHOLE MT = TELEPHONE JUNCTION BOX #39 END SECTION //58 D1-12 122 DI -3B L=8' ES -1 15" R.C.P. OUT= 510.5' TOP ELEVATION= 547.84' TOP ELEVATION= 522.92' W 15" R.C.P. OUT= 5437' 18" R.C.P. IN= 509.9' 140 DI -3B L=6' ® 18" R.C.P. OUT= 509.7' TOP ELEVATION= 524.71' 159 DI -3B L=6' 15" R.C.P. OUT= 511.4' TOP ELEVATION= 550.98' 123 MANHOLE X 15" R.C.P. IN= 541.8' TOP ELEVATION= 521.61' 141 END SECTION 18" R.C.P. OUT= 541.7' 18" R.C.P. IN= 508.2' ES -1 15" R.C.P. OUT= 515.6' = FIRE HYDRANT 24" R.C.P. IN= 510.6' 160 DI -3B L=6' 15" HD.P.E. /N= 514.9' 142 DI -3B L=6' TOP ELEVATION= 547.63' 6 " PVC IN= 516. 1 ' TOP ELEVATION= 521.23' 18" R.C.P. IN= 540.2' 24" C.M.P. OUT= 508.4' 15" R.C.P. OUT= 512.7' 18" R.C.P. OUT= 540.2' 124 Dl -3B L=12' 143 DI -3B L=6' 161 MANHOLE TOP ELEVATION= 521.6' TOP ELEVATION= 522.46' TOP ELEVATION= 542.91' 8" PVC. IN= 517.7' 4 " P. V. C. /N= 519.2' 18" R. C. P. IN= 536.1 ' 18" R.C.P. OUT= 517.3' 15" R.C.P. OUT= 518.1' 18" R.C.P. OUT= 536.0' 125 Dl -3B L=14' 144 D1 -3B L=9' 162 DI -3B L=10' TOP ELEVATION= 525.8' TOP ELEVATION= 521.18' TOP ELEVATION= 539.89' 15" R.C.P. OUT= 522.0' 15" R.C.P. IN= 516.8' 18" R.C.P. IN (FROM 16 l)= 534.1' 4 " P. V. C. IN= 518.2' 15" R. C. P. IN (FROM 163)= 534.5' 126 D1 -3B L=12' 15" R.C.P. OUT= 516.8' 4" P.V.C. IN= 537.3' TOP ELEVATION= 522.2' 18" R.C.P. OUT= 534.2' 15" R.C.P. IN= 518.7' 145 DI -3B L=10' 18" R.C.P. OUT= 518.7' TOP ELEVATION= 519.37' 163 DI -3B L=6' 15" R.C.P. IN (FROM #44)= 515.1 ' TOP ELEVATION= 542.71' 127 D1 -3B L=12' 18" R.C.P. IN (FROM 146)= 514.6' 4" P.V.C. IN= 540.5' TOP ELEVATION=522.7' 4 " P. V. C. 1N= 516.4' 15" R.C.P. OUT= 537.5' 18" R.C.P. IN (FROM 24)= 515.9' 18" R.C.P. OUT= 514.7' 18" R.C.P. IN (FROM # 26)= 515.9' 164 MANHOLE 24" R.C.P. OUT= 515.5' 146 DI -3B L=10' TOP ELEVATION= 533.54' TOP ELEVATION= 526.48' 18" R.C.P. 1N= 528.5' 128 MANHOLE 18" R.C.P. IN= 519.9' 4" P.V.C. IN= 530.1' TOP ELEVATION= 531.21 ' 18" R.C.P. OUT= 519.6' 18" R. C. P. OUT= 528.5' 8" P. V. C. IN= 512.6' 36" R.C.P. IN= 509.0' 147 MANHOLE 165 DAM OUTLET STRUCTURE 36" R.C.P. OUT= 509.0' TOP ELEVATION= 529.34' TOP WEIR ELEVATION= 452.49' 15" R.C.P. IN (FROM 149)= 521.6' 129 DI -3B L=6' 18" CONC. TROUGH IN (FROM 148)= 524.8' 166 TWIN BOX CULVERT TOP ELEVATION= 527.4' 18" R.C.P. OUT (FROM J46)= 521.0' INLET INVERT ELEVATION= 434.8' 36" R.C.P. IN= 506.2' 36" R.C.P. OUT= 505.8' 148 DI -38 L=8' 167 TWIN BOX CULVERT TOP ELEVATION= 529.60' OUTLET INVERT ELEVATION= 434.36' #30 Dl -3B L=6' 18" CONC. TROUGH OUT= 525.1 ' TOP ELEVATION= 524.92' 168 END SECTION 36" R.C.P. IN= 5039' 149 D1-12 ES -1 54" R.C.P. OUT= 452.93' 36" R.C.P. OUT= 502.0' TOP ELEVATION= 530.19' 15" R. C. P. IN= 524.3' J69 END SECTION #31 END SECTION 15" R.C.P. OUT= 522.2' ES -1 54" R.C.P. IN= 459.0' 36" R.C.P. OUT= 497.7' 150 Dl -3B L=8' If 70 OUTFALL #32 MANHOLE TOP ELEVATION= 532.55' 24" C.M.P. OUT= 468.7' TOP ELEVATION= 496.80' 15 " R. C. P. IN= 526.3' 27" C.M.P. IN= 491.3' 15" R.C.P. OUT= 526.0' 171 4' DIA. C.M.P. RISER 27" R.C.P. OUT= 491.0' TOP ELEVATION= 481.28' #51 DI -JB L=10' 24" C.M.P. IN= (INACCESSIBLE) 133 Dl -7 TOP ELEVATION= 537.97' TOP ELEVATION= 547.47' 15" R.C.P. IN= 529.5' 172 HEADWALL 24 " IN= 533.9 15" R. C. P. OUT= 529.3' 24" C.M.P. OUT= 484.9' 36" R.C.P. OUT= 5330' 152 DI -3B L=12' 173 D1 -3B L=12' #34 DI -3B L=4' TOP ELEVATION= 537.53' TOP ELEVATION= 515.07' TOP ELEVATION= 551.51' 15" R.C.P. IN= 530.4' (FULL OF SEDIMENT) 36" R. C. P. /N= 528. 1 ' 4 " P. V. C. lN= 534.2' 18" R.C.P. IN (FROM 138)= 5430' 15" R.C.P. OUT= 530.2' 174 DI -3B L=8' 4 " P. V. C. IN= 549.2' TOP ELEVATION= 516.21' 36" R.C.P. OUT= 528.0' 153 DI -3B L=8' (FULL OF SEDIMENT) TOP ELEVATION= 536.23' #35 D1 -3B L=4' 15" R.C.P. IN= 531.5' 175 Dl -3B L=6' TOP ELEVATION= 550.83' 4 " P. V. C. IN= 533.3' TOP ELEVATION= 51741' 36" R.C.P. IN= 526.2' 15" R.C.P. OUT= 531.4' (FULL OF SEDIMENT) 36" R.C.P. OUT= 526.1' 154 MANHOLE 176 DI -3B L=8' #36 Dl -3B L=6' TOP ELEVATION= 539.83' TOP ELEVATION= 517.51' TDP ELEVATION= 547.78 �- 15 R.C.P. IN= 535.2 18" R.C.P. IN= 507.8' J6" R.C.P. IN= 511.6' 15 " R. C. P. OUT= 535.1 ' ?" R.C.P. OUT= 507.7' 36" R.C.P. OUT= 511.5' 155 D1 -3B L=8' 177 DI -3C L=6' I37 Dl -3B L=13' TOP ELEVATION= 543.10' TOP ELEVATION= 517.78' TOP ELEVATION= 553.53' 15" R.C.P. IN= 539.0' 18" R. C. P. IN= 509. 1 ' 18" R.C.P. OUT= 546.9' 4" P.V.C. IN= 540.1' 18" R.C.P. OUT= 509.0' 15" R.C.P. OUT= 538.9' 178 Dl -3B L=8' 156 DI -3B L=8' TOP ELEVATION= 519.11' TOP ELEVATION= 545.63' 15" R.C.P. IN= 510.3' 15" R.C.P. IN= 54 1. 1 ' 18" R.C.P. OUT= 510.1 ' 4" H. D. P. E. IN= 542.1' 15" R.C.P. OUT= 541.1' X79 Dl -3B L=8' TOP ELEVATION= 519.17' 8" P. V.C. 1N= 515.4' 15" R.C.P. OUT= 510.9' copyright © 2016 by Woolley Engineering SANITARY SEWER STRUCTURES SANITARY SEWER MANHOLE #1 TOP ELEVATION= 534.47' 8" P.V.C. IN= 517.6' 8" P.V.C. OUT= 517.4' SANITARY SEWER MANHOLE 12 TOP ELEVATION= 533.03' 8" P.V.C. IN & OUT= 513.5' SANITARY SEWER MANHOLE #3 TOP ELEVATION= 530.59' 8" P.V.C. IN= 509.5' 8" P.V.C. OUT= 509.5' SANITARY SEWER MANHOLE 14 TOP ELEVATION= 502.09' 8" P. V.C. IN (FROM #11)= 494.0' 8 " P. V. C. IN (FROM //6)= 493.9' 8" D.1.P, OUT 493.8' SANITARY SEWER MANHOLE //5 TOP ELEVATION= 478.04' 8" D.L.P. IN= 470.2' 8" D.I.P. OUT= 470.2' SANITARY SEWER MANHOLE 16 TOP ELEVATION= 523.42' 8" P.V.C. IN= 516.1' 8" P.V.C. OUT= 516.3' SANITARY SEWER MANHOLE 17 TOP ELEVATION= 523.54' 8" P. V. C. IN= 514.6' 8" P.V.C. OUT= 514.8' SANITARY SEWER MANHOLE jf8 TOP ELEVATION= 523.13' 8" P. V.C. IN= 513.3' 8" P.V.C. OUT= 513.1' SANITARY SEWER MANHOLE #9 TOP ELEVATION= 478.44' 8" P.V.C. IN (FROM #8)= 468.6' 8" RVC. IN (FROM 116)= 4678' 8" P.V.C. OUT (TO #13)= 467.6' SANITARY SEWER MANHOLE 110 TOP ELEVATION= 459.03' (LID SEALED) SANITARY SEWER MANHOLE #1I TOP ELEVATION= 455.57' (LID SEALED) SANITARY SEWER MANHOLE 112 TOP ELEVATION= 457.92' 8" P.V.C. IN= 441.4' 8" P.V.C. OUT= 441,2' SANITARY SEWER MANHOLE #13 TOP ELEVATION= 48399' 8 " P. V. C. IN= 471.8' 8" P. V. C. OUT= 471.5' SANITARY SEWER MANHOLE 1114 TOP ELEVATION= 550.12' 8" P. V. C. /N= 533.8' 8" P. V.C. OUT= 533.7' LEDEND AB = ABANDONED LINE ARV = AIR RELEASE VALVE ASPH = ASPHALT BW = BOTTOM OF WALL CB = STORM DRAINAGE CURB BOX CG -3 = CONCRETE CURB CG -6 = CONCRETE CURB AND GUTTER CIP = CAST-IRON PIPE CMP = CORREGATED METAL PIPE CO = CLEAN-OUT C or CONC = CONCRETE COND = CONDUIT CSW = CONCRETE SIDEWALK DI = STORM DRAINAGE DROP INLET DIP = DUCTILE -IRON PIPE DOG = DOGWOOD TREE EP = EDGE OF PAVEMENT EW = ENDWALL GL = GAS LINE GM = GAS METER GV = GAS VALVE HDPE = HIGH DENSITY POLYETHYLENE PIPE LV = LOW VOLTAGE MB = MAIL BOX MH = MANHOLE OE = OVERHEAD ELECTRIC LINE OT = OVERHEAD TELEPHONE LINE OTV = OVERHEAD TELEVISION LINE PE = POLYETHYLENE PIPE PED = UTILITY PEDESTAL PIV = POST INDICATOR VALVE RCP = REINFORCED CONCRETE PIPE SD = STORM DRAIN LINE SP = STANDPIPE SS = SANITARY SEWER LINE TW = TOP OF WALL UE = UNDERGROUND ELECTRIC LINE UFO = UNGERGROUND FIBER OPTIC UT = UNDERGROUND TELEPHONE LINE UTV = UNDERGROUND TELEVISION LINE WL = WATER LINE WM = WATER METER ? = UNKNOWN OR UNVERIFIED LOCATION O = MANHOLE ® = WATER VALVE -6 = FIRE HYDRANT IT = GAS VALVE = UTILITY POLE = LAMP POST BH = WATER METER @ = WATER MANHOLE 0 = ELECTRIC VAULT & MANHOLE ® = TELEPHONE VAULT & MANHOLE MT = TELEPHONE JUNCTION BOX ® = ELECTRIC JUNCTION BOX 7p- = ELECTRIC TRANSFORMER 7 = GAS METER W = SIGN POST o = POST or BOLLARD ® = IRRIGATION CONTROL VALVE c� = STANDPIPE = EMERGENCY TELEPHONE 0 = TREE or BUSH X = SPOT ELEVATION EB = WATER METER e = WATER VALVE (:x = FIRE HYDRANT NOTES: 1.) HORIZONTAL DATUM: NAD -83 VIRGINIA SOUTH ZONE 2.) VERTICAL DATUM: NAVD-88 BENCHMARK: UNIVERSITY OF VIRGINIA BRASS DISK "NF2," SET IN CONCRETE, LOCATED 4.5' FROM THE FACE OF CURB ON THE EAST SIDE OF LEWIS AND CLARK DRIVE APPROXIMATELY 370' NORTH OF THE INTERSECTION WITH DISCOVERY DRIVE. ELEVATION = 543.93' 3.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES; TOPOGRAPHIC MAPS, AS -BUILT PLANS, AND SITE PLANS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNDATION; AND UTILITY MAPS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNDATION AND THE UTILITY COMPANIES. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. UTILITY OPERATORS: SANITARY SEWER - ALBEMARLE COUNTY SERVICE AUTHORITY WATER - ALBEMARLE COUNTY SERVICE AUTHORITY TELEPHONE - SPRINT, UVA TELEVISION - ADELPHIA ELECTRIC - DOMINION VIRGINIA POWER GAS - CITY OF CHARLOTTESVILLE MISS UTILITY CONTACT INFORMATION: 1-800-552-7001 4.) PREPARED FOR: UNIVERSITY OF VIRGINIA FOUNDATION 5.) ONLY THE AREAS WITHIN THE "SURVEY LIMITS" SHOWN HEREON WERE SURVEYED BY KIRK HUGHES AND ASSOCIATES. THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION OUTSIDE OF THESE LIMITS WAS SURVEYED BY OTHERS AND PROVIDED TO US BY THE UNIVERSITY OF VIRGINIA FOUNDATION. 6.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON STARTING IN MAY THRU AUGUST 2016; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901376 REV: OOA TAKEN: 05/18/16 01:33 PM STATE: VA CNTY: ALBEMARLE PLACE: SUBDIVISION: NORTH FORK RESEARCH PARK ADDRESS : 1000 RESEARCH PARK BLVD RESPONSES DUE BY: 05/23/16 07:00 AM EXPIRES: 06/10/16 07:00 AM MARKING DESCRIPTION RESPONSE CODE ACS ALBEMARLE - WATER & SEWER (ACSA26) 05/20/16 04:20 PM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: SCOTT KREBELDER (434)531-0714 EXT 146 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)531-0714 EXT 146 CTL CENTURYLINK (CTL154) 05/21/16 11:03 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)788-3600 CVL CHARLOTTESVILLE CITY -GAS (CVL222) 05/19/16 08:51 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: BENCHMARK (804)550-7740 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)970-3800 DOM DOMINION VA POWER ELEC DI (DOM710) 05/21/16 11:05 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (888)667-3000 LMS LUMOS NETWORK (LMS578) 05/21/16 11:05 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)411-6930 LTC LEVEL 3 COMMUNICATIONS (LTC903) 05/25/16 09:01 AM 70 CRITICAL FACILITY MARKED. LOCATOR OR UTILITY OPERATOR MUST CONTACT EXCAVATOR AND MUST BE PRESENT DURING EXCAVATION FIELD CONTACT: CALL CENTER (877)366-8344 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)366-8344 EXT 3 "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A6 1 390 1 400 REV: ODA TAKEN: 05/18/16 01:48 PM STATE: VA CNTY: ALBEMARLE PLACE: SUBDIVISION: NORTH FORK RESEARCH PARK ADDRESS : 1000 RESEARCH PARK BLVD RESPONSES DUE BY: 05/23/16 07:00 AM EXPIRES: 06/10/16 07:00 AM CLICK HERE TO VIEW ANY AVAILABLE UTILITY SITE LOCATION INFORMATION MARKING DESCRIPTION RESPONSE CODE ACS ALBEMARLE - WATER & SEWER (ACSA26) 05/20/16 04:20 PM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: SCOTT KREBELDER (434)531-0714 EXT 146 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)531-0714 EXT 146 CMC COMCAST (CMC001) 05/29/16 10:08 PM 96 NO RESPONSE REQUIRED FROM THIS TERMINAL FIELD CONTACT: STEVE WAYBRIGHT (704)307-5103 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)441-6917 EXT OPT 1 CTL CENTURYLINK (CTL154) 05/21/16 11:03 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)788-3600 CVL CHARLOTTESVILLE CITY -GAS (CVL222) 05/19/16 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 V °F y O� f� G. V. "KIRK" HUGHES LIC. NO. 1458 19ND �o, "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901387 REV: OOA TAKEN: 05/18/16 01:45 PM STATE: VA CNTY: ALBEMARLE PLACE: SUBDIVISION: NORTH FORK RESEARCH PARK ADDRESS : LEWIS AND CLARK DR RESPONSES DUE BY: 05/23/16 07:00 AM EXPIRES: 06/10/16 07:00 AM MARKING DESCRIPTION RESPONSE CODE ACS ALBEMARLE - WATER & SEWER (ACSA26) 05/20/16 04:20 PM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: SCOTT KREBELDER (434)531-0714 EXT 146 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)531-0714 EXT 146 CMC COMCAST (CMCO01) 05/29/16 10:08 PM 96 NO RESPONSE REQUIRED FROM THIS TERMINAL FIELD CONTACT: STEVE WAYBRIGHT (704)307-5103 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)441-6917 EXT OPT 1 CTL CENTURYLINK (CTL154) 05/21/16 11:03 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)788-3600 CVL CHARLOTTESVILLE CITY -GAS (CVL222) 05/19/16 08:54 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: BENCHMARK (804)550-7740 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)970-3800 DOM DOMINION VA POWER ELEC DI (DOM710) 05/21/16 11:05 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (888)667-3000 LMS LUMOS NETWORK (LMS578) 05/21/16 11:05 AM 10 MARKED FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)411-6930 LTC LEVEL 3 COMMUNICATIONS (LTC903) 05/25/16 09:01 AM 70 CRITICAL FACILITY MARKED. LOCATOR OR UTILITY OPERATOR MUST CONTACT EXCAVATOR AND MUST BE PRESENT DURING EXCAVATION FIELD CONTACT: CALL CENTER (877)366-8344 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)366-8344 EXT 3 "MISS UTILITY OF VIRGINIA" CALL 811 TICKET : A613901411 REV: OOA TAKEN: 05/18/16 01:51 PM STATE: VA CNTY: ALBEMARLE PLACE: SUBDIVISION: NORTH FORK RESEARCH PARK ADDRESS : LEWIS AND CLARK DR RESPONSES DUE BY: 05/23/16 07:00 AM EXPIRES: 06/10/16 07:00 AM CLICK HERE TO VIEW ANY AVAILABLE UTILITY SITE LOCATION INFORMATION MARKING DESCRIPTION RESPONSE CODE ACS ALBEMARLE - WATER & SEWER (ACSA26) 05/20/16 04:20 PM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: SCOTT KREBELDER (434)531-0714 EXT 146 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)531-0714 EXT 146 CMC COMCAST (CMCO01) 05/30/16 10:02 AM 96 NO RESPONSE REQUIRED FROM THIS TERMINAL FIELD CONTACT: STEVE WAYBRIGHT (704)307-5103 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)441-6917 EXT OPT 1 CTL CENTURYLINK (CTL154) 05/21/16 11:03 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (800)788-3600 CVL CHARLOTTESVILLE CITY -GAS (CVL222) 05/19/16 08:52 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: BENCHMARK (804)550-7740 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (434)970-3800 DOM DOMINION VA POWER ELEC DI (DOM710) 05/21/16 11:03 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (888)667-3000 LMS LUMOS NETWORK (LMS578) 05/21/16 11:03 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: S & N (804)608-5640 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)411-6930 LTC LEVEL 3 COMMUNICATIONS (LTC903) 05/24/16 09:18 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: CALL CENTER (877)366-8344 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (877)366-8344 EXT 3 REC RAPPAHANNOCK ELECTRIC (REC506) 05/20/16 09:45 AM 30 NO CONFLICT; UTILITY IS OUTSIDE OF STATED WORK AREA. FIELD CONTACT: UTILIQUEST (703)754-2116 IN THE EVENT OF DAMAGE TO A FACILITY CALL: (540)891-5945 TOPOGRAPHIC SURVEY: TOWN CENTER 4 SITE NORTH FORK RESEARCH PARK RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA AUGUST 12, 2016 CONTOUR INTERVAL = 1' KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 (434) 296-6942 C:\SURVEYS\2016\2016-056 UVAF TC-4\EX-CONDITIONS\2016-056-01.DWG Plotted on 08/12/16 at 15:49:04. 7AY WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973 °0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 INITIAL SITE PLAN 2 Q U Z Q w � > w UL w ul � ck� U Q > z LL � 0 w U Z EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: August 22, 2016 Revision: Scale: As Noted Sheet No.: C200 2of9 .13 1111 13 p.4 i x 591r 5514 5115 1 YO r r r 'i z p " e e4F621 + . - ---- J RAVE _ 4,55�.s3 �e — If WK Mt 551.e — — — ZZ = 18 ' RCA J o i 31 P R ssrte fl- 5MS – — alit N _< .�1 \ / A - r � .ZK% �� " r . zl7. .SM,v_ 540 F _S .ffie StX /.x M25 x F � I+ x lL / P s 5215 r sae x 544R7 © Z1.11 ■ x szzs X I .sixe s:,.. sus -� . ..Hai;. ; • ; I C. 0 \. / ---".` - ,.. - 6 / copyright © 2016 by Woolley Engineering WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 INITIAL SITE PLAN EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: August 22, 2016 Revision: Scale: 1"=40' Sheet No.: C2,01 3of9 Q � Q = Z Q W w � 1 L/) LL ui Q W (D U -j LU (j > LLQ U_0 � O z 0 w U Z EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: August 22, 2016 Revision: Scale: 1"=40' Sheet No.: C2,01 3of9 copyright © 2016 by Woolley Engineering y MoouEY ENGINEERING Consulting Civil Engineers 220 East High Street :harlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Dwner f INITIAL SITE PLAN i Sheet No.: C22 4of9 MoouEY ENGINEERING Consulting Civil Engineers 220 East High Street :harlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Dwner Univ, of Virginia Foundation Dne Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 INITIAL SITE PLAN i Z U — be� � 0 < LU> U-3 w Q Q Z Z � W m `J Q > Z U_ LL- 0 o o� }— Z F_ Z) LU 0 Z EXISTING CONDITIONS EXHIBIT Job Number: 1640 Date: August 22, 2016 Revision: Scale: 1"=40' Sheet No.: C22 4of9 WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973 0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 INITIAL SITE PLAN CRITICAL SLOPE EXHIBIT Job Number: 1640 �xr� OP � ERIC W. WOOLLEY 9 LIC. N0. 37088 Date: August 22, 2016 Revision: Scale: 1"=50' Sheet No.: CIO 5of9 copyright © 2016 by Woolley Engineering ry Q n.. Q = Z Q W LU Q > L/") w Q W LU CIO � U Q Z U_ � 0 F_� z 0 w U Z ZD CRITICAL SLOPE EXHIBIT Job Number: 1640 �xr� OP � ERIC W. WOOLLEY 9 LIC. N0. 37088 Date: August 22, 2016 Revision: Scale: 1"=50' Sheet No.: CIO 5of9 copyright © 2016 by Woolley Engineering a 2 X43.93 A. 23 SPACES y�~513�� ,55.51 nm Combined TCI & TC4 ADT = 1380 VPD6X copyright © 2016 by Woolley Engineering u 42 SPACES - l 16 SPACES rf 8' PE)F1,� LT RAIL t ., fF / 27 SPACES 28 SPAC S .. - 28 SPACES � r �29 SPACES J- ® I 15 SPACES %i 28 SPACES 21 SPACES 0 0 49 47 h TOWN CENTER 1 EXISTING 241 TOTAL SPACES + 31.18. S JS1T26. f ,Q om v Combined TC I & TC4 m ADT = 920 VPD 40% Ar %��jTOWN CENTER 2 ; jl ✓�/ EXISTING TOWN CENTER 3 Z EXISTING FFE 520.41,� \ I 0.00 N 131• w 1n.,,. OIY- CIV /Road ae Om w z 0 IV w = C-) F— z � w O �Q w— �Z Z00 0 Q z '1 1 41 :1 120 W/\ WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ, of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 INITIAL SITE PLAN LAYOUT PLAN Job Number: 1640 rSH OP op TWOOLLEY Date: August 22, 2016 Revision: Scale: 1"=40' Sheet No.: C4.0 bof9 Q Z V) O w ry Q W Q U -i Ica Q z LL O O H L/) O w U Z LAYOUT PLAN Job Number: 1640 rSH OP op TWOOLLEY Date: August 22, 2016 Revision: Scale: 1"=40' Sheet No.: C4.0 bof9 f j j.'`'''`' TOWN CENTER 2�.',rr-� �/. `✓ EXISTING ! f, f / �Jdl U j > a , / / l f TOWN CENTER 3 j f� l , l It �..l l i ___ k ✓�`` _ `J l' '� l� l l 4., f EXISTING FFE 520.41 r i r f r --�—FM Yff ti ---_ ; copyright © 2016 by Woolley Engineering ----51 !H4 su Stu xwj v I` i t w Z CDN w= U wo Ofco �Q wZ cl:�> o� Zco 0 Q z 50 0 50 100 150 SCALE: 1 " = 50' CONTOUR INTERVAL = 2' mz� WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 nviriaL SITE PLAN GRADING PLAN Job Number: 1640 CW.WOOLLE Date: August 22, 2016 Revision: Scale: 1"=50' Sheet No.: C5.0 7of9 Clef Q Z Q U Z Q w LU � > L/-) w Q W Q � U Q > U_ U_ 0 0 >-- "' 0 w U Z GRADING PLAN Job Number: 1640 CW.WOOLLE Date: August 22, 2016 Revision: Scale: 1"=50' Sheet No.: C5.0 7of9 copyright 0 2016 by Woolley Engineering IL O WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973 0045 www.Woolley-Eng.com Owner Univ. of Virginia Foundation One Boar's Head Pointe Charlottesville, Virginia 22903 P: (434) 982-3777 INITIAL SITE PLAN UTILITIES PLAN Job Number: 1640 OF r� ERIC W. WOOLLEY � LIC. N0. 37088 0 4� �S'I0 Date: August 22, 2016 Revision: I Scale: 1"=40' Sheet No.: C&O 8of9 Q 2 Q U Z 04"00 0 Q � � L/) O ui Q Wry m Q 1 z U_ LL_ � O O z t/1 Q w U Z ZD UTILITIES PLAN Job Number: 1640 OF r� ERIC W. WOOLLEY � LIC. N0. 37088 0 4� �S'I0 Date: August 22, 2016 Revision: I Scale: 1"=40' Sheet No.: C&O 8of9 TOTAL PARKING SPACES 352 TREES REQ'D PER SPACE 1/10 TREES REQUIRED 35.2 TREES PROVIDED 104 TYPE AREA AC NOTES PARKING/ROADS 0.60 SIDEWALK/HARDSCAPE INTERIOR LANDSCAPE TYPE AREA (AC) PERCENT OF TOTAL NOTES TOTAL 0.00 100.0% BUILDING FOOTPRINT 0.68 14.0% PARKING/ROADS 3.03 61.2% SIDEWALK/HARDSCAPE 0.64 12.9% OPEN SPACE 0.60 12.1% SPECIES HEIGHT AREA/PLANT AREA/SPECIES ACER RUBRUM 30' 397 SQ. FT. 27,393 SQ. FT. FRAXINUS PENNSYLVANICA 37' 604 SQ. FT. 16,308 SQ. FT. GYMNOCLADUS DIOICUS 35' 570 SQ. FT. 4,560 SQ. FT. COTONEASTER SALICIFOLIUS 18" 22 SQ. FT. 2,376 SQ. FT. LAGERSTROEMIA INDICA 15' 77 SQ. FT. 0 SQ. FT. PRUNUS LAUROCERASUS 4' 10 SQ. FT. 0 SQ. FT. TOTAL PROPOSED CANOPY 50,637 SQ. FT. (1.16 ACRES) EXISTING CANOPY 0.00 ACRES TOTAL AREA COVERED 1.16 ACRES (24.2%) SYMBOL KEY QTY BOTANICAL COMMON SIZE NOTES © Ac 69 ACER RUBRUM RED MAPLE B&B, 1 1/2" Cal. Fp 27 FRAXINUS PENNSYLVANICA 'SUMMIT' SUMMIT ASH B&B, 1 1/2" Cal ® Gd 8 GYMNOCLADUS DIOICUS KENTUCKY COFFEETREE B&B, 1 1/2" Cal. (CROSSWICK MALE) O C5 108 COTONEASTER SALICIFOLIUS "REPANDENS" WILLOWLEAF COTONEASTER 15---18- Li 0 LAGERSTROEMIA INDICA "NATCHEZ" "NATCHEZ" CRAPEMYRTLE #10, 5-6' ® PI 0 PRUNUS LAUROCERASUS "OTTO LUYKEN" "OTTO LUYKEN" LAUREL 18"-24" 4'- 0" O.C. Lm 0 LIRIOPE MUSCARI ' VARIEGATA" VARIEGATED LIRIOPE #1 1' - 0" O.C. copyright © 2016 by Woolley Engineering