The URL can be used to link to this page

Home My WebLink AboutSDP202200025 Plan - Revision 2022-09-09DS TAVERN SDP202200025 MAJOR SITE PLAN AMENDMENT TO SDP202000062 (PLAN TO SUPERSEDE SDP202100077) 1. Owner/Developer: Ivy Road RE LLC 800 E Canal Street STE 1900 Richmond, Virginia 23219 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 3. Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 4. Parcel Information: TMP 59-15A, n/f Ivy Road RE LLC (1.98 acres) Property Address: 3449 Ivy Road, Charlottesville, Virginia 22903 Magisterial District: Samuel Miller Current Use: Commercial Deed Book 5123 Pg. 91 Watershed: Ivy Creek (Water Supply Protection Area) 5. Zoning Information: Existing Zoning Primary: Cl (Commercial) Existing Zoning Secondary: RA (Rural Areas) There are areas of Steep Slopes on the project site that are defined within the Albemarle County Code as Critical Slopes. The site is located within the Entrance Corridor and Scenic Byway Overlays The site is subject to proffer ZMA-1984-00026 Special Exception (SE202200022): grading within the use buffer to allow for utility installation approved by Board of Supervisors on September 7, 2022 Shared Parking Agreement (Inst.#202200010773): Halifax House shared parking agreement that allows for a combined total number of parking spaces split amongst the two properties. 6. Minimum Yard Requirements: A. Front -Minimum: i.) Ten (10) feet from the (ght-of-way ii.) Off-street parking or loading spaces shall be ten (10) feet from any public street right-of-way B. Front - Maximum: I.) Maximum setback does not apply to any structure existing on June 3, 2015 C. Side and Rear - Minimum: i.) No portion of any structure, excluding signs, shall be located closer than fifty (50) feet to any rural areas or residential district boundary and no off-street parking or loading space shall be located closer than thirty (20) feet to any rural areas or residential district boundary. ii.) No construction activity including grading or clearing of vegetation shall occur closer than twenty (20) feet to any residential or rural areas district. Screening shall be provided as required. D. Side and Rear - Maximum: I.) None 7. Planned Land Use: Additional parking and hardscape changes Maximum proposed site impervious surface: 0.37 ac. 8. Maximum Building Height (by Code): 65 feet 9. Adjacent Properties: IMP 59-15A1, n/f Ivy Road RE LLC Deed Book 5123, p 91; C1 Current Use: Office Space IMP 59-15, n/f Jerry D or Lili Stowe Beninate Deed Book 1654, p 396; RA Current Use: Single Family Residence TMP 59-15B, n/f Hallam Roth Deed Book 4263, p 729; RA Current Use: Single Family Residence TMP 59-16A, n/f Ivy Hill Gardens LLC Deed Book 5002, p 71; RA Current Use: Residential - Multi -family US Route 250 - Ivy Road 80' Width Right of Way 10. Datum and Benchmark Reference A. Virginia Landcraft, LLC, P.O. Box 148, North Garden, Virginia, 22959; Boundary, physical and topographic dated June 14, 2021, revised March 4, 2022. SAMUEL MILLER MAGISTERIAL DISTRICT ..; =910 11. 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 also. Walls require inspections as outlined in USBC. L. Accessible parking spaces, access isles, and accessible routes shall be installed in accordance with ICC ANSI Al 17.1-09 and the Virginia Construction Code. M. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. N. Smoking shall be prohibited in any areas where smoking becomes a hazard. Any areas where smoking would be a hazard shall be marked "No Smoking" with signs posted per Virginia Statewide Fire Prevention Code. O. Smokine areas shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code. P. Per the Virginia Statewide Fire Code, vehicular access for firefighting shall be provided at all construction and demolition sites, provide access to within 100 ft. of temporary or permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. Q. Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the Virginia Statewide Fire Code. R. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. S. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fire Code. I. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where combustible materials have accumulated, in every storage and construction shed and in areas of special hazards, such as where flammable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code. U. Operations involving the use of cutting and welding shall comply with Virginia Statewide Fire Prevention Code and shall require a permit from the Albemarle County Fire Marshal's Office. 12. General Sewer Conditions 1. Modifications or substitutions to the specified equipment or layout must be approved by the Engineer. 2. The Contractor should inspect the site prior to submitting an estimate to the Owner. Any potential conflicts should be reported to the Engineer. By submitting an estimate the Contractor identifies that he has investigated the site and has found no discrepancies with the plans and specifications. 3. A preconstruction conference is mandatory before starting installation of the system. Contact the Engineer to discuss important aspects of installation. The Engineer will not certify the system at the final inspection unless a preconstruction conference is done prior to installation. 4. A final inspection is required - The installation must pass inspection by the Engineer. Notify the Engineer of the planned inspection date in advance. Prior to final inspection the Contractor shall provide as -built measurements to all components of the system to the Engineer at the final inspection. The Owner is responsible for paying the Engineer's inspection fees. 5. If adverse subsurface conditions are encountered (rock, groundwater, utilities, etc.) contact the Engineer. 6. If site conditions vary contact the Engineer. 7. The Contractor is responsible for maintaining all set back distances as required by local ordinances and Health Department and payment for all inspections by the Health Department. 8. Installation shall be in accordance with Virginia Department of Health Sewage Handling and Disposal regulations and in accordance with erosion and sediment control guidelines. 9. A separate Project Manual contains calculations, equipment cut sheets, etc. A separate package contains AOSE soil information. 10. Notify "MISS Utility" prior to excavation. 1 � Ell 1 II 11 13. Stormwater Management A. Stormwater Quality: The total amount of Phosphorus removal required for site improvements related to this site plan is 0.28 lb./yr. The 12 digit HUC for the site is: 020802040202. The Owner has purchased 0.29 lb. of nutrient credits from the Ivy Creek Nutrient Bank, LLC to meet water quality requirements under 9VAC25-870-65. This purchase allows for 450 sf of impervious surface for future development. B. Stormwater Quantity: The post -construction point of discharge for stormwater from this site releases into an existing stormwater conveyance piping system located on the 3447 Ivy Road (Halifax House) property. The post -construction 10-year 24-hour design storm was modelled and the peak flow rate hydraulic grade line is shown on the existing conveyance pipe profile located on sheet C5.1 within this site plan. This project meets 9VAC25-870-66 C.I. due to the 10-year 24-hour peak flow being fully confined within the existing stormwater conveyance piping system. Outfoll Analysis: Runoff from the site discharges into an existing manmade conveyance system located on the 3447 Ivy Road property. The stormwater conveyance channel at the point of analysis was modelled to determine if 4" river rock lined outlet protection would be adequate to prevent erosion. The outfall calculations show that the maximum velocitythrough the outlet protection during the 10 ear 9 P 9 Y 24-hour design storm is 5.34 ft/s and the peak flow rate is 11.05 cfs. The outlet protection was modelled as a 5' wide, 0.5' depth, 31' long parabolic channel. A 4" river rock is defined by AASHTO to be a "course gravel". The allowable velocity for a 2-year 24-hour design storm through a course gravel channel should be less than 6 ft/s to prevent scour (Source: Virginia Erosion & Sediment Control Handbook - Table 3.18-B). The maximum velocity through the propoosed outlet protection is less than the allowable velocityso a 4" river rock lined outlet protection is considered to be adequate with respect to erosion resistance. The peak flow rate will not cause erosion to the q P conveyance system and therefore qualifies to meet 9VAC25-870-66 B.1.a. for Channel Protection. 14. Parking A. Existing Parking 1.) 7 regular spaces ii.) 0 HC accessible spaces B. Required Parking I.) A shared parking agreement is being proposed to meet parking requirements for both the IDS Tavern and the adjacent parcel, Halifax House (IMP 59-15A1). ii.) Office space = 1 space/200 sf of net office floor area (County Code Ch. 18, Sec. 4.12.6) Net sf office area IDS Tavern = 2,484.8 sf (Actual net office floor area) Net sf office area Halifax House = 1,874.4 sf (Net = 80% of County GIs 2,343 gsf) Combined net sf office area = 4,359.2 sf ii.) Required spaces IDS Tavern (2,484.8/200 = 12.4) = 12 spaces Halifax House (1,874.4/200 = 9.4) = 9 spaces Combined number of required spaces = 21 spaces C. Total Proposed Parking i.) IDS Tavern = 9 regular spaces + 1 HC accessible space = 10 spaces ii.) Halifax House = 15 regular spaces + 1 HC accessible space = 16 spaces iii.) Combined number of proposed spaces = 24 regular spaces + 2 HC spaces = 26 spaces iv.) Per County Code section Ch. 18, Sec. 4.12.4(a) you may not exceed the minimum required number of parking spaces by more than 20% Maximum allowable combined = ((12.4+9.4)* 1.2) = 26.2 spaces = 26 spaces 15. Fire Flow Information A. NFF = 700 gpm for primary structure B. The closest rural water supply for fire fighting services is the tributary leading to Ivy Creek that is located to the east of the property entrance. 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 VICINITY MAP y �O W lylu O q O FOG T F O so/ 709 q7l o Q N, (' o O Oy SITE T v3 SCALE. 1"= 500' SHEET INDEX 0 C1.0 Cover C2.0 Existing Conditions Exhibit C3.0 Critical Slope Exhibit & Demolition Plan C4.0 Site Layout Plan C4.1 Site Grading Plan C5.0 Site Utility Plan C5.1 Storm Drainage Profiles C5.2 Septic Design Plan and Profile C6.0 Stormwater Management Plan C6.1 Mitigation Plan C7.0 General Details L100 Vicinity Site Plan L101 Planting Plan L102 Planting Plan - Continued L500 Site Details L501 Planting Schedule & Details SL1.0 Site Lighting Plan ES 1.0 Erosion & Sediment Control Narrative ES2.0 Erosion & Sediment Control Plan ES3.0 Erosion & Sediment Control Details Filled Box Indicates Drawing Included in Set (Total Included = 15 Sheets) E ?I 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Q) Z zQ)w ry J W C� L LJJ lb CL Q cri n ` LL Q O • O :::) 0 U COVER SHEET Job Number: 22010 TH OF vj�r ERIC W. WOOLLEY Y LIC. NO. 37088 CS G� �SIONAL EV�dr Date: April 8, 2022 Revision: June 21. 2022 Scale: As Noted Sheet No.: C1.0 1 of 20 copyright © 2022 by Woolley Engineering E I 0 WOOLLEY ENGINEERING PLAT SHOWING TOPOGRAPHIC SURVEY OF PORTIONS OF TAX MAP 59, PARCEL 15A AND PARCEL 15A1 SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA ,! ' SCALE: 1" = 20' ' DATE: JUNE 14, 2021 - ' Pale REVISED: OCTOBER 21, 2021 REVISED: MARCH 4, 2022 21-034 -/ ••+ j+ -/ t e / j dbl dog d + dbl mag olio Wtree 625 rte 3 dogwood Pole s / I .. ....ia m rtle ``'''' 523. dog ad .......... ..523 5 qSS rile a .; tiy� � 527.4 52'7'.0 CO , 60 t � .'0. 0 2 • 8 do oad 5ti9 27 •:�6�- • i' S .B 524.0 / ' :fro � 524.7 --� 4.7 S° 527.67 Floor I baXWoad . ' ' • , a.. dbl hemlock 527 8 �$� : • 525.1 • 524.3 9 hemlock ° r� i 525.0 Lelbl hemlo k 527.4 bry O vFec / tri hemI B Q-s `�•✓/ 7" hello �p ��/- 529.1 527.4 a tri he silo atio a • .'S? - 28.8 527 12" heJ lock 527.8 T Shrub '; 525.3 h� e 12" he0{lack 529.3 527.E ES N Pole ;: ? `/ 27.6 Aand Gravel 526.54 Floo 529.0 TW •' 14" emlock 1 11 526.56 Flo h115� ZfS �531.2..� 529.4 528.1 m '•. •yb�� / ' � • 9v� ; � �/ yrtle 527.8 LP ' 27.5 To'�.-� • 525.1 526.56 Fbor o��*/ c ee9 Rock Wall f / , w•' / - Pole l 526.7 525.1 526.56 Floort_ k'$%i10* .01 Notes: 0 N GRID NORTH - SPC VA SOUTH ZONE Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT' W Z L> Z w W i Q 2 Q � W v J LL- O .ram^ v J � • O O U EXISTING CONDITIONS EXHIBIT Job Number: 22010 %G 11 1/ Lic. No. 2576 Date: 1. This plat Is based on survey prepared 10-26-2018, 06-14-2021, 10-21-2021 and this date. h ;� r �rr�•-I RallFance April 8, 2022 2. No title report furnished. utilities and easements other than those shown may exist. �'�� % I I 87 0444 yy 86 8r a '7 TMrs9as q y Revision: 3. TMP 59-15A and TMP 59-15A1 are subject to the following: -f-' RV Virginia Electric and Power Company Easements, DB 307-183 and DB 316-562 June 21 , 2022 Virginia Telephone and Telegraph Company Easements, DB 338-415 and DB338-424 00, / Electric easements reserved, DB 263-230 and 08 263-440 Waterline easement, DB 263-440 Well and water rights, DB 357-219 ,' Virginia Landcrafl, LLC 4. TMP 59-15A and TMP 59-15A1 appear to lie in an area designated as Zone X as , / Land Surveying shown on F.E.M.A. Flood Insurance Rate Map, Community Panel 51003CO265D.' P.O. Box 148 5. OHE = Overhead Electric North Garden, Korginia 22959 OHT = Overhead Telephone 434-293-2583 Traverse PC Scale: I" = 20' Sheet No.: copyright © 2022 by Woolley Engineering C200 2of20 A 15 poplar ' walnut 3907309.120/11463623.028 REMOVE EXISTING LIGHT POLE , REMOVE SELECT LANDSCAPE POI , , / 38 poplar REMOVE EXISTING ELECTRIC LINE rile •, REMOVE EXISTING CONCRETE WALK / / myrtle i myrtle \ / RE -SHAPE EXISTING GRAVEL PARKING AREA *tree / ° dbl dogwood 5 dogwood \ 519.8 db✓magno� \ RELOCATE EXISTING POND FILTER ,� // tree tree � myrtle / shrub \ \ 3 do ood / \ \ 23 hardwood � �N� tree yr/ Pole / (e myrtle 6 dogwood \ o shrub \ ° [ myrtle / ° tr/ j HATCHED AREA DENOTES V � � / � \ o \ \ ALBEMARLE COUNTY DEFINED / \ \" myrtle shrub CRITICAL SLOPES tree�� boxood Z§ shrub \ o shrub �LOocete\ \ ogwood� \ / \ o shrub o \ / \ � _shrub — ° %3 trek REMOVE EXISTING STAIRS AND WALKWAY 1 Gravel 1 \ tre �� \ hemlock dbl hemlock V 1�oQa Qe hemlock ' Fey dbl hemlo °\ tri hemn�k 7" hemlock erg tri hock potak hemlock /12" hem ck / P 'Iter 0 } \ � pood 14" hemlock \ \ Ex. Rock Wall \ Myrtle \ REMOVE EXISTING GRAVEL —/ \ REMOVE EXISTING UTILITY POLE AND BURY SERVICE LINES \ \ (BY OTHERS) 2" walnut 24" gum \ 16" cedar 12" poplar \ 8" poplar 8" walnut \96 S) \ o o \ 10" cedar 16" poplar \ \ ' A �o\ 8" poplar 14" cherry 18" walnut 10" poplar 18" walnut 18" walnut 20" walnut 8" walnut APPROXIMATE LIMITS TO REMOVE AND REPLACE EXISTING ASPHALT APPROXIMATE LIMITS TO MILL AND REPAVE EXISTING ASPHALT `(OPTIONAL) �Pr Pd \\ \ \ 10 REMOVE EXISTING BRICK WALK C� 9 boxwood \ \ � REMOVE EXISTING STAIRS / ogw\ood ub 3shr/ dogwood boxwot d 1� ` \ � � / \ \ dogwood \ 1 / o bo w�od \dogwood / \ 77 / / l /'olio \ b ad \ /61, +LPjS27.5 i op ' Pole \n„_ \ dogwood xi ting \ F ame / uildi g / RELOCATE UNDERGROUND PROPANE TANK (BY OTHERS) \ \ \ \ Pole 12" walnut L� o O� P E ?I 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT W Z E z Q) LLJ LU CC L C) LU Q co_� 121, Q C/) Q n ` ILL O � O Z O U SITE DEMOLITION PLAN Job Number: 22010 ERIC W. WOOLLEP A LIC. NO. 37088 6-21-2022 G krONAL boa'" EXISTING POLE (TO REMAIN) 1/ r TMP 59-15A dbl walnut \ Date: 1.98 Acres \ \ April 8, 2022 \ 6" walnut Revision: \ June 21, 2022 \ 12" walnut \ \ Scale: \ crab apple / 5" dogwood \ 1"= 10' 8" walnut 16" walnut \ / � Sheet No.: Exposed / Rock \ \ Brick \. �CIO 1 p 5" �pgwood 10 2 % 30 \/ \ r 1 Stony i \ \ ° Scale: 1" = 0' 3of20 copyright © 2022 by Woolley Engineering RELOCATE EXISTING POND FILTER AND EQUIPMENT WOODEN ENCLOSURE z zzoolo�x 3907309.120/11463623.028 ` POST MOUNTED LIGHT FIXTURE CURB RAMP Pole MILL AND REPAVE ENTRANCE (OPTIONAL) %% FLUSH CURB / / REMOVE AND REPLACE PORTION / \ OF EXISTING PAVED ENTRANCE VDOT CG-3 CURBING (TYP) CURB TRANSITIONS FROM FLUSH // / oJ5�G5/ 09 j CURB TO FULL HEIGHT CG-3 CURB (1) HANDICAPPED PARKING SPACE WITH ACCESSIBLE AISLE. DEFINED BY SEPARATE BRICK COLOR AND HC PARKING SIGN. / POST MOUNTED KNOX BOX - CONTRACTOR SHALL COORDINATE / LOCATION WITH ALBEMARLE COUNTY FIRE RESCUE ASPHALT SURFACED PARKING LOT SEE C7.0 FOR DETAILS WOODEN ENCLOSURE FOR HVAC L06 // BRICK PAVERS WITH VDOT CG-3 03 CONCRETE CURB L500 COTTAGE STAIR DETAIL 0 / / 18' (TYP) 81 \ 3'� 9' (TYP) R / 9 ARKING SPA S 8 / 19' llool 6A Q / 28.2' 60 4� Fof °1P CUT EXISTING °o0P � ASPHALT HERE / 'Role O so.9' \ / \ \ 20 \ \ RS' 147 / 1 R 15 \ t 0 24' 8 w \ , 5 \ -3 �� R20' / 2.1' "22 � 3' 3 R 9 �\G 3 3 5.6' �' O 23' / 121� (3 > R 12' / rick / p k 0.602 aro ° ss / O O „i�17.4' I I O 5A / 9 O 23' , 1q ° 1 20' \\ WIDEN AND EXTEND ASPHALT Pole O 1 PAVED ENTRANCE aid 10 � y\ / \ ENTRANCE GATE WITH MINIMUM 20' WIDE CLEARANCE 11 \ Ex. Rock Wall / \ STONE DUST PATH WITH STEEL OS LEGEND \ EDGING (OPTIONAL) L500 APPROX. = APPROXIMATE 13 BOW = BOTTOM OF WALL CO = CLEAN -OUT CONC. = CONCRETE DB = DEED BOOK \ DEL = DOUBLE DI = DROP INLET \ DIA = DIAMETER OHU = ELECTRIC OVERHEAD ELEV = ELEVATION \ EP = EDGE OF PAVEMENT EQUIP. = EQUIPMENT \ EX = EXISTING CRAWL SPACE ACCESS FFE = FINISHED FLOOR ELEVATION HDPE = HIGH DENSITY POLYETHYLENE PIPE HVAC = HEATING, AIR CONDITIONING \ \ INST = INSTRUMENT JB = JUNCTION BOX PVC = POLYVINYL CHLORIDE PIPE \ \ BRICK LINED PATHWAY RDL = ROOF DRAIN LEADER SBL = SETBACK LINE s \ SQ. FT. = SQUARE FEETCHI X�o TTOW = TOP OF WEALL OVERHEAD9 \ ` /Y / 34 / Existing 1 Story Frame ° 1 0 // O \ WHILE GATE IS OPEN. (DESIGN BY OTHERS) SEE C7.0 FOR GENERAL GATE DETAILS (OPTIONAL) 20 O / \ 31 WAYFINDING SIGN LOCATION 61 (TYP) 25 \ o // // \ \ NEW 20' WIDTH PRIVATE PARKING 0� ACCESS EASEMENT // 7, / \ \ INST # 202200010773 19.08' 20 ° � KOI POND � \ BY OTHERS) 5.8' 12.2' Ek Roc 27.5 k Wo// 4 1.1 xlsting Fame (� uildi g / / / GRASS PATH � RELOCATE EXISTING\\ \ 1 \ O FOOTBRIDGE \ \ 18 /05 / ,/ 07 \ 50 WOODEN ENCLOSURE\FOR HVAC / L500 BRICK SLOT TRENCI DRAIN L500 \ 17 NOTE: \ \\ SEE VICINITY SITE PLAN HEET \ L100 FOR ADDITIONAL \\ 96 F STONE DUST PATH WITH STEEL 05 / / 9 0'• LAYOUT INFORMATION A1YU \ TYP =TYPICAL / / \ WL = WATER LINE EDGING (OPTIONAL) L500 , 9' DIMENSIONS \ 2 = UNKNOWN OR UNVERIFIED LOCATION \ LINE LEGEND oho\ TMP 59-15A = EX. CONTOUR 1.98 Acres = PROP. CONTOUR C =CONDUIT S So FD = FOUNDATION DRAIN P =GAS LINE ...... _ _ _ = LOW VOLTAGE ELECTRIC —SS—SS— = SANITARY SEWER LINE ® =STORM PIPE — UGE— = UNDERGROUND ELECTRIC LINE \ WL =WATERLINE E?] 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Q) z z Q) LLJ _J W Q > W co _C) CL Q C/l Q) ILL O O Z O U SITE LAYOUT PLAN Job Number: 22010 oIli OFE� ERIC W. WOOLL A LIC. NO. 37088 a A0 9-9-2022 �ysn �SSIONAL ' � / � _\ // GENERATOR LOCATION a \ \ / ( 40) / \ \ Date: April 8, 2022 \ \ Revision: SL1.0 PATH LIGHT (TYP) \\ \\ June 21, 202' \ \ August 9, 202 September 9, 21 / / 1 Scale: / / 1 \ Exposed/ Rock \ i i / Sheet No.: A I ) // NEW 20' WIDTH PRIVATE / DRAINAGE EASEMENT I \ / INST #202200010773 Brick / 10 0 101 2 i 1 Stor IN IN IN \ 7 r /ny scale: 1" = 0' C400 4of20 copyright © 2022 by Woolley Engineering 0 (3) 5-1/2" RISERS FC ESN CU�,B 525.98 GRADE BREAK (TYP) 210 � CURB RAMP 25.64 O O wil 526.17 27 \ 0V 525.83 \ �� 29 \ �\\O.g2o O 527.60 527.54 TOP \� OF STAIR *526.02 — — — 52, S� �� + 525.99 527.53 0 h H� 6. 1 59 26.55 LN10-\ II S26 SS 26.51 19 26.4 79 �° 79 26.40 526. PAVER INSET 29 SCALE. 1 - 5 526. X, 6" x 6" TIMBER RETAINING WALL TOW = 523.25 BOW = 522.75 LIMITS OF DISTURBANCE (TYPI� NOTE: CONTRACTOR SHALL ATTEMPT TO MINIMIZE FILL IN PROXIMITY TO THE EXISTING TREE AT THE NORTH EAST ,P / /3907309.126/11463623. S \ / J CORNER OF THE COTTAGE �1��j // r myrtle 23 / myr le / tree \ / ° dbl dogwoo / 5 dogwo6d A- / 38 poplar \ \° i /� /. i �o V 526 526.63 TBC O G \ I n \ / :4 b^0 J� / /n / /YV C / sc�j� 5.98 FLUSH CURB J Existing 1 Story Frame /1 hemlock / dial hemlock dbl hemlockz� / mlk / / \ �3 7" hemlock / // 0.602 �'" / // / tri hock �r l/ �S � Y2rhemloc \ / /12" hemlock/ / \ Pole / \ W po12d + I / / �/ / 5 14 he lock \ / /z ole J " F D D F 24" pin oak / �ysi N dogwood \ / fruit I \ / dogwood y1 °`P/ / \ Ex. Rock Wo/I i V ( \Nyrtle 532 N s 535 \ o "� / �, 524 dogwood \ — — k f \ NOTE' \ 553 _ ��/ I _ 536 \ \ C \ // % \ SEE VICINITY SITE PLAN SHEET 536 5 �� lr� \ , 51 \ /r ` /// /� \ \ 100 FOR ADDITIONAL SPOT \ 09 — �— �� 5 oc� �ux� ti g ELEVATIONS \ _ T ? 5� A 12 1-i > Fuild�g 539 24 q mot— � 16 " cedar /aa4 \ \ \ / b30� J \ \ —8 pla5`�5 -oln Q 545 \6r 4212" walnut 0 5" poplar 548 V _ 00, p A V V 15\o S 3ti \ SS A 0" cedar d 54 9 � 16" poplar '� 5 0 \ 54 \ A o TMP 59-15A \ \ \ ` \ \ \ /\ y y bl walnut \ �N 8" poplar — — 5� �_ yQ� �, 1.98 Acres \ \ \ \ \. V \ \ \ \ / //// ° A /3 �� OS�✓A \ \ V \ �' \ \ walnut V A . �. walnut 8"waln� \� �\\ 5 Icy\, 14" cherry 0" poplar _ \ \� �i A .> V V A \ \ // 12" w Inut - - — \4— _ �v �\ i \\ \ \\ \\\ \\\ \ \ Q / 18" walnut \ S� _ 8" wal \ \\ �\ �� \ \ apPl� Q A \ V S 5" dogwo d e _ �— — 8 aInut \ \ \ \ alnut \ \ \ \ \ 559 — — — \ �� \ E osecl S • O �, 8 / 18" walnut ' ) 20 -walnut \v 8" walnut SS \ \ 1 \ Brick S \ \ � 60 —� ��V \ \ V `S S A \ \ �� 0 10 0 �+wood \ 10 2 _ 1 X, � S r 1 Story S� \ . 4 Scale: 1" — 10' E ?I 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Q) Z z Q) LLJ w W _C Q C/l Q) LL O O Z O U SITE GRADING PLAN Job Number: 22010 Tx of v�� ERIC W. WOOLL RR� A LIC. NO. 37088 A0 9-9-2022 $ l �SSIONAL ECG Date: April 8, 2022 Revision: June 21. 202' Scale: V = 10' Sheet No.: C401 Sof20 copyright © 2022 by Woolley Engineering f%r 18'' walnut ' I 0 i i i Vl �I53 i T -t- - 0 • _ \ S 440 - 2„SCH ss �- 4-2e�C F S .S0RCEMAfN - - -- S iCONT/NVED) 20' -walnut \ 160 --_ _- ____1S \ S S � ;1-RESERV�A = 2,300 sf \ (4) LOW PRESSURE DISTRIBUTION LINES _ TO BE INSTALLED ON CONTOUR 36" DEPTH TRENCH 9" GRAVEL BELOW CENTERLINE OF DISTRIBUTION LINE 3" GRAVEL ABOVE CENTERLINE OF DISTRIBUTION LINE VALVE BOX 2 (TYP) 1 we Drainfield Area -- - - - - - - -- - -e -\ - 2"SCH 40 PVC PRESSURE MANIFOLD 1,000 GALLON MID SEAM CONCRETE PUMP TANK - DEEP BURIAL ORENCO MVP S1 /2 DM FLOAT SYSTEM ZOELLER El91 PUMP 1,000 GALLON TOP SEAM CONCRETE SEPTIC TANK - DEEP BURIAL 24" RISERS WITH LIDS ZABEL A300 12X20-VC-BALL EFFLUENT FILTER \qP �C - -f - - - - --y 9' (MIN) IS \3/ I R\ VALVE BOX 1 (TYP) 20" walnut NOTE: SEE SANITARY SEWER PLAN AND PROFILE ON SHEET C5.1 FOR ADDITIONAL DETAILS e S -� 1-1 / +Pole /G Q / 4" RIVER ROCK OUTLET o41 PROTECTION - T LENGTH `1'P��/ Q. / LOCATION OF UNDERGROUND PROPANE TANK (BY OTHERS Outfall31 12" ES-1 Rim - 524.80 Inv Out = 523.60r: / 3907309.120/11463623.028 POST MOUNTED KNOX BOX - CONTRACTOR SHALL COORDINATE LOCATION WITH ALBEMARLE COUNTY FIRE RESCUE / VEHICLE DETECTION LOOPS TO TRIC GATE OPENING - DESIGN BY OT (ENTRANCE GATE - OPTIO \ 92' - 4" FOUNDATION DRAII• O------------- \ •6 CH 40 3q5 24RpVIT\ $ \ S \\ C \ p\ / \%\\ �;� TIE-IN NEW PIPE TO EXISTING �`,` GCAPPED PIPE \ P / SEPTIC DRAINFIELD INSET jr QR `' �1 WE S \y4 C\\ 6A p\ DAF \ SCALE: 1" = 10' / Z �\ ce`G pVL G C / N e\ \ �(rjZl C MH 6A / ' Role S qC C �\ c �S. ti1q!N Rim =525.25 k XI2 / / � \ � �'<� � C � �Pi e 9 = 521.80 � \ Rim = 528.00 , 34 Q / Pipe 32 = 525.20 / Pipe 33 - 526.00 Pipe 34: 15'- 6" PVC Pipe 34 = 526.00 -r'(32 4000�o. YD 34 Rim = 527.50 9 { EXIStin Pgr(d Pipe 34 = 526.50 -Filter 1 Story Frame YD 33 Rim = 528.00 C / " O Pipe 33 - 527.00 s / 33 / otak Rim 9 527.55 /\Pine 12 = 526.05� Ex. Rock Wolf \ APPROXIMATE LOCATION OF UNDERGROUND KOI POND EQUIPMENT TIE-IN SHOWN. (INSTALLATION BY OTHERS) N \ LEGEND APPROX. = APPROXIMATE BOW = BOTTOM OF WALL CO = CLEAN -OUT N CONC. = CONCRETE DB = DEED BOOK DEL =DOUBLE I DI = DROP INLET DIA = DIAMETER W CHU = ELECTRIC OVERHEAD I ELEV = ELEVATION \ EP = EDGE OF PAVEMENT EQUIP. = EQUIPMENT \ EX = EXISTING N FIFE = FINISHED FLOOR ELEVATION HDPE = HIGH DENSITY POLYETHYLENE PIPE I HVAC = HEATING, AIR CONDITIONING \ \ I NST = INSTRUMENT JB = JUNCTION BOX PVC = POLYVINYL CHLORIDE PIPE 1 N \ RDL = ROOF DRAIN LEADER SBL = SETBACK LINE s SQ. FT. = SQUARE FEET �QS OHT = TELEPHONE OVERHEAD TOW = TOP OF WALL f �C96 9 TYP =TYPICAL \ WL =WATER LINE ? = UNKNOWN OR UNVERIFIED LOCATION \ Aye LINE LEGEND c \ ---------= EX. CONTOUR yQp = PROP. CONTOUR A d' LC C =CONDUIT xO FD = FOUNDATION DRAIN 4'C p =GAS LINE �4-/ ...... = LOW VOLTAGE ELECTRIC 'P 1/f -SS-SS- = SANITARY SEWER LINE \�ccsFo ®=STORMPIPE - UGE- = UNDERGROUND ELECTRIC LINE f 'C''C'O WL =WATERLINE \j� �i�/O f --- Op 00 S \GAT/O tij f S _ N I S S S S I � S FIRM- h/h/hi�I` � • , , 1 1 •7ILCi S:/i•�°i/:i:/� is/T�:'h.� �i' �i'M�i'ey%' •* ! / /. n/"„ •� ••� •� •tom-. .. . '•-`•`!•-'-3`'/,^..°/:•`/" N. ,� !i��il+Crime .b / � I"�/'�2'i:'•i:'4id`'i:'/i�/'/i��/'i:/i�dii`:i. , , , � � ►�i'i�i��+^.:�y.♦. ''„'/` \� �'/h'h/hh'h'h'h'1 �'/�'h/hi.. ` .. ♦ � rir i•ir i� 4�-� n§'v./i � !��i./i:/is°i:'i:•i:/i:/i:/�/ii:'i:'ivi.. • - : 1 ' 1 • �\ d/:�T.�, iyi:�i:'/i:'°ir:'/iZ'/i:'/i:'i:'i:/i:... , • �• • • �Ii � �/'h'•J h•• • •• .! 12•I�I! ,»III:/h'/Zvi,!'IV'jo/''/�'h'h�1'/h'IVIVh. O • • • • `^'h'h°`'/�•h°I`' 'hh• I, /ern/ "I� �"I`�/I` '/�'h I 1i � h . • I ��, I h h h/ I�'h'I�//�'h•h'I� • a �4K• I�^'h°/�'/ � �'•`'h'/Iw°`/`'Iw'/yam `'h''/�'/ �. •jam°`hh/�A � •- • _ �, hhn.I Th.•��•`hI�°=/. _ �4`'i:/T./iidi `y.,` •X•i`•ri=is/i2i:°ij% . ,•`yi:!•:'tii:'i:•i:/i:°i:°l' •' • � @ �`hI`�°`rH hI� Iy�° ^�i: `` Lam•• 4 ..'. 1 • • y� 1 YD 10 Rim = 526.20 Pipe 13 = 523.70 Pipe 14 = 523.70 /m 12:23.6'�c'f YD 8 Rim 526.50 Pip 11 = 523.50 Pi e 12 = 525.00 P pe 13 = 523.50 13 dim°`h• • - 1owIll 11 IPA • it �' / './:`:%�''%' � � • . � 41Y: '/`I hl�hi� , ^hh: •him . .. / /. . ... \ Exposed \ Rock Pipe 17= ��/ Pipe 4=520.20 \ Ex. 4" = 523.00 YD 19 18 // JG /� / Q`e� ( / Rim = 526.00 / x}' ) / Pipe 24 = 525.00(/ \ Pipe 25 = 525.00 YD 18 / % SD 20 (2) RDL = 525.00 Rim = 525.85 / / / /) Rim = 526.10 Pipe 22 = 524.50 / /' ) Pipe 35 = 524.95 Pipe 24 = 524.50 / C / TD Inv = 525.20 Pipe 23 = 524.50 YD 17 �h /%/ \ / 2 TD Inv = 524.95 Rim = 525.75 �� / / C / Pipe 21 = 522.75/ p / / Pipe 22 = 524.26/ Ex. DI 40 // \ Rim 21 526.10 / Rim =01.00 Rim = 526.05 / Pipe/4 = 523.50 \ \ Pipe 23 = 525.20 40 Pine 5 - 524.00 C TD Inv = 525.27 ipe 6 = 524.50 \ \ TD Inv = 525.05 C \ APPROX. LOCATION OF 6" CORRUGATED PIPE OUTFALL WITH UNKNOWN ORIGIN. TIED -IN TO STIR 15 CAPPED STUBOUT FOR FUTURE C _` v , / / EXPANSION OF DRAINAGE SYSTEM. \ / Q / C / / / PROPOSED 20' WIDTH PRIVATE (41 > // DRAINAGE EASEMENT / / C j Ex. DI 41 / 10 0 10 20 30 Rim = 5,39.00 Brick \ Pipe 5!= 533.00 • �� A Scale: 1° = 10' // r c Structure No. Inlet Type Rim Invert In Invert Out Downstream Pipe Note 1 ES 1, 12" 520.20 519.00 Outfall 2 24' x 24" DI 521.50 519.50 70' 12" HDPE 3 ES-1, 18" 520.45 - 518.95 Outfall - 4 24" x 24" DI 522.00 519.40 519.20 44.2' - 18"HDPE From 5A SA 24" x 24" DI 524.00 523.40 523.40 50.4' - 15"HDPE - - 58 YD, 9" x 9" 524.40 523.00 523.00 19' - 6" PVC - 6A MH-1 525.25 522.50 521.80 57.3' - 12"HDPE From 7 6B YD, 9" x 9" 524.25 523.25 17.4 - 6" PVC 7 YD, 18" x 18" 527.20 523.00 523.00 38.3' - 8" PVC 8 YD, 12" x 12" 526.50 525.00 523.50 12. V - 8" PVC From 9 - - - 523.50 - - From 10 9 YD, 9" x 9" 527.55 - 526.05 23.6' - 6" PVC - - - 526.55 - - From RDL 10 YD, 12" x 12" 526.20 523.70 523.70 6.2' - 8" PVC 11 YD, 12" x 12" 526.00 524.00 524.00 18.9' - 8" PVC - - - (2) 524.50 - - (2) RDL 12 YD, 12" x 12" 526.10 524.60 524.60 10, - 8" PVC - - - 524.60 - - From RDL 13 YD, 12" x 12" 526.10 525.10 525.10 T - 6" PVC 15 24" x 24" DI 524.00 520.60 520.00 34'- 18" HDPE From 16 520.20 From 40 - - - 523.00 - - Ex 4" 16 YD, 18" x 18" 525.90 (2) 524.50 521.40 30.3' - 12" HDPE (2) RDL 521.60 From 17 - - - 524.70 - - From 21 17 YD, 12" x 12" 525.75 524.25 522.75 32'- 8" PVC 18 YD, 12" x 12" 525.85 524.50 524.50 12.5- 6" PVC From 19 - - - 524.50 - - From 20 19 YD, 12" x 12" 526.00 525.00 525.00 12.5- 6" PVC - - - (2) 525.00 - - (2) RDL 20 SD, 6" 526.10 524.85 1 V - 6" PVC 21 SD, 6" 526.10 524.90 5.3' - 6" PVC 31 ES-1, 12" 524.80 - 523.60 Outfoll 32 DI-1 528.00 526.00 525.20 79.5- 12" HDPE From 33 - - - 526.00 - - From 34 33 YD, 12" x 12" 528.00 - 527.00 19.5- 6" PVC 34 YD, 12" x 12" 527.50 - 526.50 15'- 6" PVC 40 DI-1 531.00 524.00 523.50 57' - 18" HDPE From 41 - - 524.50 - - From 42 41 DI-1 539.00 - 533.00 47' - 12" HDPE 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Q Q) z z 0 LLJ -i W E Q ly i z Q W 01- Q 0 n ` � LL 0 v J 0 •� 0 U SITE UTILITIES PLAN Job Number: 22010 TH OF ERIC W. wooLLP A LIC. NO. 37088 9-9-2022 G ►ZONAL E% Date: April 8, 2022 Revision: June 21. 2022 Scale: 1"= 10' Sheet No.: C590 6of20 copyright © 2022 by Woolley Engineering Elevation (ft) Elevation (ft) Elevation (ft) Elevation (ft) V (D `V (D (D � ZT � o Cw v w�y8 o O bom N N ��°�a �� z ° DS TAVERNrrl �_cN�o� �o� o o D of n (�j T n D 'O O �iPyO 5 �/ O P. O n O rS N ' WO O m z x� 5 O D ~ Z R1 ��70 C V� 0 Cn N °° o T D° Major Site Plan Amendment o Nn W z D V N rA ry O r p O �G+ m �'' m » qo ca'ii oq z O Z rn w.s nby -*, m COUNTY OF ALBEMARLE, VIRGINIA z z N O ~ N N Un Un Un �n Un U n o Iv Iv w w � CD CD 0 o 0 O 0 0 0 0 O O O O + Ul 0 �n �n �n �n �n �n o Iv Iv w w � o � o � 0 o 0 O 0 0 0 0 O O O O + Ul 0 ipe 3 = 520.00 Pipe 18 = 520.60 ipe 4 = 520.20 DI 15 Electric Ex. 4" = 523.00 Sta = 15+g0.0 Rim Elev = 52 .00 Sta = 15+g2.5 Low -Voltage Electric Sta = 15+g3. l �n �n �n �n �n �n o CD U1 CD U1 0 o 0 O 0 0 0 0 O O O O Pi 2 = 519.20 DI 4 + O Pip 8 = 519.40 Sta 13+00.00 O Pip 3 = 519.40 1 Rim I I I I lev = 522.00 Low -Voltage lectric I 1 1 1 I Sta = 13+14.1 Propane �I .� 1 Sta = 13+17.6 � 1 •1 of i AI , 1 o I I ml � I Foundation D ain I �I o I Sta = 13+36.4 I I j I I I I � I I Pipe 8 = 520.4 � DI SA Pipe 9 = 520.E I Sta = 13+52.5 P pe 8A = 521.3 I 'I Rim Elev = 52 .00 Ex. Waterline Approx.) I I I I Sta = 13+63.7 'I I I 'I I I I � I -a I � I ,I � I V I i I o I � I m I �e I N I ;I � I Low -Voltage lectric I I � I I Sta = 14+0.2 � I 0 : I I I 'I Sta = 14+1.2 Pipe 9 = 5 I 1.80 I i Pipe 10 = 5 2.50 , RDL = 5 2.65 \ � MH 6A Pipe 9A = 5 2.65 Sta = 14+1 .84 Sanita �n �n �n �n �n �n o Iv Iv w w � o � o � 0 o 0 O 0 0 0 0 O o O O � r� I ` I � � Pipe 1 = 519.00 I I Outfall 1 o I I Sta = 10+ 0.00 O I Rim = 520 20 I I I � I I N I I I z � en o � I N � I � � I O I I x I � I m - I I N g I = o en D I `� r I o m II � I o II O it � r I I II z II :I II ;I II •I 'I DI 2 Pi e 1 = 519.50 Sta = 1 +70.69 Rim= 21.50 r-� I I + Pi 2 = 518.95 Outfall 3 O I I Sta = 11+ .00 O I ;� Rim Elev = 20.45 I I ' I pl !I it hl I �I i Ix I �� I I \I N I A 1 � I = 1 �I Ex. Waterline Approx.) I � rn I Sta = 11+34.4 i i � I I I, V I b I Pip 1 2 = 519.20 11 /1 DI 4 Pip 8 = 519.40 y- =IE- Sta 1 1+45.08 Pip 3 = 519.40 i I � Rim lev = 522.00 I I �I I m x 1 I 'I� I lip I ,m _I o = li� � i I m I '�J o � I � r n ' I '' I O I A o ipe 3 = 520.00 II 1 <Z3 1 DI 15 � Pipe 18 = 520.60 Sta = 1 1+g1.1 O ipe e4' 'i I 11 Ilil I Rim Elev = 52 .00 � "' = 523.00 1 � rn 1 1 � ii 1 1 rn 1 1 1 o O i I �� 1 1 � 1� 1 1 IA 1 1 1 1 rn x Conduit m 1Ni 1 z Sta = 12+15.6 I 1� 1 I 10 1 1 A D 1 1 1 ' I ' 1 1 \ ' i 1 '1 Pipe = 523.50 � DI 40 Pipe = 524.00 � Sta = 1 1 41.06 Pie p = 524.50t�\Rim ---------- - ' Ele = 531.00 \ 1 � n Q \ \ Pipe 5 533.00 I I DI 1 � St = 12+92.19 W Ri Elev = 539.00 + O � (� CJl CJl CJl CJl O W Cl) o CJl o CJl o CJl 0 0 0 0 0 0 0 0 0 0 0 0 E ?I 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 HATCHED AREA DENOTES LIMITS OF Richmond, Virginia COUNTY DEFINED CRITICAL SLOPES 2" SCH 40 PVC FORCEMAIN CONTINUES 23219 TO SEPTIC DRAINFIELD Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 Sta 19+99.00 anholdla.com MAJOR SITE PLAN AMENDMENTSta 20+23.60 -I. Q Z z LLi �..0 C W _� Q v �r n ` LL Q � O Z U SEPTIC PLAN & PROFILE Job Number: 22010 oTx of ERIC W. WOOLLEN A LIC. NO. 37088 a •0 6-21-2022 �ysn l �SSrONAL Date: April 8, 2022 Revision: June 21, 2022 Scale: 1"= 10' NOTE: THIS PLAN SHEET IS FOR Sheet No.: SANITARY PLAN ONLY C502 8of20 INVERT OUT OF BUILDING � �� •\�� ¢, �� IbS �� -_ � --IDS °o eeS O o. Vl Zoy 45° BEND Sta = 22+33.86 45° BEND c ° / LIMITS OF EXISTING TREE REMOVAL SAS \V cp�J'Fro Cory ,b 114 °"\-�__�-- L �\ I 1,000GALLONSEPTICTANK d+ Sta = 20+76.53 � ��b� PVC GRAV TYH 40 o, ' MAIN � 1,000 GALLON � - W � PUMP TANK � S 65°1T28" Sta = 20+86.53 S CH 40 j O � \ � � 27.4 22.5° BEND i PVC FORCEMAIN Sta = 21+26.94 2p• USA 45° BEND Sta = 20+99.44 � 9� ✓i' i SCALES: 1" = 10' HOR 540.00 1" = 5' VER � 540.00 1,000 GALLON MID SEAM CONCRETE Existing Grade (Typ) PUMP TANK -DEEP BURIAL / ORENCO MVP S1 /2 DM FLOAT SYSTEM / 535.00 ZOELLER E191 PUMP / 535.00 1,000 GALLON TOP SEAM CONCRETE � SEPTIC TANK -DEEP BURIAL 24" RISERS WITH LIDS _ - - 530.00 ZABEL A300 12X20-VC-BALL EFFLUENT FILTER 530.00 525.00 - - - - - - 525.00 520.00 520.00 515.00 515.00 1,0 OGALLON 1,000 GALLON SEP IC TANK PUMP TANK TO = 522.47 TOP = 522.14 INV IN (2) = 521.14 INV IN = 520.89 510.00 INV OUT = 520.97 INV OUT = 520.81 510.00 505.00 505.00 c a Q :_ O) � � d a 500.00 O � � � M a M a � �_ � O � 500.00 �O n � O h h V CO P V O W M � a V `O I� to � N P h- h � h N co N O N-a N O� N� N O N M O� N� O N N � O N � P O N N� N� N a) N� N � N -a C � N� o 0 N� � M N N-a o � 00 0> 00 00 a 00 a 0 o a o0 0`° 00 00 0 � O° •->:-> O� a- O� •-o a •-o a a a a �> 0 a� ._N O �> a� ._> O� a° 20+00 21 +00 22+00 23+00 copyright ©2022 by Woolley Engineering ''aflP R 1000 GALL CAST ON TOP SEAM TANK 1 1 27" sit ` MAXIMUM BURIAL DEPTH 3 FT. 4" CLOSED END q INCH PRESSURE BOOT SEAL,,.,SEALS (ASTM 1227) ASTIR INLET' �'�� SIDE VIEW I: 71" SEPTIC TANK I 55 " WWW.HANOVERPRECAST.COM I — 4112" T '0R-17" NOT TO SCALE 9911 Z/-_ -a- 24^---w 1 �i I I I •OR-17' NOTE: DEEP BURIAL REQUIRED ConSeal CS-102 314" MEETS OR EXCEEDS ASTM C-990 4" CLOSED END BOOT SEAL A- 923 , OUTLET -7 53if WEIGHT 12500 LB. INLET AND OUTLET HAVE 4INCH .`TOP VIEW 6X6X10X10 REINFORCING WIRE CLOSED END BOOT SEALS. MEETS / INPVC C SIDE ON SIDES. TOP HAS #5 REBAR SIDE INLETS HAVE PRESSURE SEALS OR EXCEEDS ASTM 1227 & 923 }� _ 5000 PSI CONCRETE WITH FIBER I. NO RUST POLY HANDLES �' " 24"INCH ROUND �� FOR SECONDARY REINFORCMENT TAPER MANWAY "THIS DRAWING IS THE PROPERTY OF HANOVER PRECAST INC. OF ASHLAND,VIRGINIA. IT IS INTENDED FOR USE BY THOSE DESIGNING WITH AND SPECIFYING HANOVER PRECAST PRODUCTS. REPRODUCTION AND DISTRIBUTION BEYOND THE INTENDED USERS WITHOUT EXPRESSED CONSENT OF HANOVER PRECAST INC. IS FORBIDDEN." COPYRIGHT VID112U12 (804) 798-2336 FAX (804) 798-2339 JANUARY 2015 PAGE 2 1,000 GALLON SEPTIC TANK DETAIL n.t.s. APPROX. 22' - CONTRACTOR SHALL ENSURE MINIMUM 20' WIDE CLEARANCE WHILE GATE IS OPEN NOTES: GATE DESIGN - BY OTHERS SEE MANUFACTURER SPECIFICATIONS FOR ELECTRICAL GATE COMPONENTS, WIRING, AND ACCESS HARDWARE. CONTRACTOR SHALL ENSURE MINIMUM OF 20' WIDE CLEARANCE WHEN GATE IS OPEN CONTRACTOR TO COORDINATE LOCATION OF KNOX BOX WITH ALBEMARLE COUNTY FIRE RESCUE ENTRANCE GATE DETAIL N.T.S. SEE PA' 14" ------- COTTAGE STAIR DETAIL N.T.S. SEE PAVER DETAIL '(TYP) 1 x W2.1 WWF MAXIMUM BURIAL INLET 4" HIGH P SURE SEALS(ASTM 1227) SIDE VIEW 69" 54" WWW,HANOVERPRECAST,COM 21.64 GALLONS PER INCH ' oR--1l2" NOT TO SCALE 99" NOTE: �T DEEP BURIAL P TANK REQUIRED USE SILICONE ADHESIVE BETWEEN RISER JOINTS JOINT DETAIL I 4,1 TOP HALF 1 OF TANK 12" 4" HIGH PRESSURE SEALS (ASTM 1227) _pUTLET BOTTOM ;,' HALF OF ' rANK ConSeal CS-102 1" 53" MEETS OR EXCEEDS 49" ASTM C-990 34" APPROX. WEIGHT T TOP HALF 4,500 LB. BOTTOM 4,500 LB. OR - la" TOTAL 9,D00LE. INLETS & OUTLETS HAVE 4 INCH TOP VIEW HIGH PRESSURE PIPE SEALS 11 "� 6X6X10X10 REINFORCING WIRE MEETS OR EXCEEDS ASTM 1227 6�P4" E-Z SET4 (10 PSI) POLY RISER 6000 + PSI CONCRETE WITH FIBER FOR SECONDARY REINFORCMENT f USE 30" RISER FOR DUPLEX PUMPS "THIS DRAWING IS THE PROPERTY OF HANOVER PRECAST INC. OF ASHLAND,VIRGINIA. IT IS INTENDED FOR USE BY THOSE DESIGNING WITH AND SPECIFYING HANOVER PRECAST PRODUCTS. REPRODUCTION AND DISTRIBUTION BEYOND THE INTENDED USERS WITHOUT EXPRESSED CONSENT OF HANOVER PRECAST INC. IS FORBIDDEN." COPYRIGHT ItO112012 (804) 798-2336 FAX (804) 798-2339 WWW,HANOVERPRECAST.COM JANUARY 2016 PAGE 271 PUMP TANK 1,000 GALLON SEPTIC PUMP TANK DETAIL n.t.s. 12' SM-9 6" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 3" BM-25.0 ASPHALT PAVING SECTION DETAIL - DRIVE AISLE n.t.s. SQUARE TAPERED POLYPROPYLENE CATCH BASIN (RISER) W/ U.V. — INHIBITORS. SQUARE GRATE 111 111 11T 11 T- 11T 11T 11T 11T I -III —III —III —III —III —III -I I I I- -I I - NOTE: � I -III -III -III -III -III: III —III —III —III —III —III —I �— NOTE: CONTRACTOR SHALL INSTALL BASIN PER MANUFACTURER'S SPECIFICATIONS. YARD DRAINS N.T.S. 2" SM-9.5A ✓\I 1n I I, ,I I I "- 6" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 — NOTE: THIS DETAIL ONLY APPLIES TO ASPHALT SURFACED PARKING SPACES ASPHALT PAVING SECTION DETAIL - PARKING SPACE n.t.s. SEE STORM SCHEDULE ON SHEET C5.0 FOR GRATE SIZE SLOPE 1 1 11 1 11 -ICI-ICI —III—III —g' WEEP HOLE IN EACH CORNER CONTRACTOR SHALL COMPACT EACH LAYER OF BACKFILL PRIOR TO INSTALLING EACH EXTENSION RISER 9"SQUARE TAPERED POLYPROPYLENE CATCH BASIN W/ U.V. INHIBITORS. VDOT #57 GRAVEL BASE 4" DEPTH COMPACTED SOIL SUBBASE EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) @E::7MANUFACTURER ANCHOR BOLT HOLES PER PLAN NTS FIXTURE & POLE HEIGHT: (20' Height) HANDHOLE SQUARE ALUMINUM COVER PLATE W/ TYP. GALVANIZED ANCHOR BOLT GROUNDING LUG #8 BARE GROUND 6 #6 VERTICAL REBARS WITH WIRE IN Y2" HEAVY #3 TIES 12" O.C. WALL P.V.C. CONDUIT (EXCEPT @ 3" O.C. FOR TOP 2 TIES) 3" FINISHED GRADE BACKFILL AND SEED ¢.... TYP. 3' 6" 7}' INSTALL ELECTRIC WIRE AND 1" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE 5/8" X 8' COPPER -CLADS GROUND ROD ROUND NOTE: MIN. 3'-6" MIN. EMBEDMENT IN ZONE OF UNDISTRUBED ORIGINAL SOIL OR 3" TYP. CONTROLLED COMPACTED FILL. ALL SIDES CONCRETE SITE LIGHT PEDESTAL N.T.S E I 0 WOOLLEY EVGIVEERIVG Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Z ry ^z^' LPL Q) LLJ LU E � W Q ~ Q, Q LL 0 O • Z 0 U GENERAL DETAILS Job Number: 22010 OF ERIC W. WOOLLE; LIC. No. 37088 B-a-2022 `SrONAL E% Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10, Sheet No.: copyright © 2022 by Woolley Engineering C700 11 of 20 18»AMP\\— ll� NNN 6ti _— S�6 525 S 50•04,10, _ 801 250 2 5 /o EnPan e Q) S(17 A v�— / a co ni /n J �s \ V A\ EXISTING� HALT ENTRY PAVING Q / A SEE CIVIL DRAWINGS /(�) V J4C'IV /Z MEMEMONX d \ V A '4 `V PROPOSED ASPHALT PAVIN / \ OP OF CURB SHALL BE FLUSH WITH / ADJACENT ASPHALT AND BRICK R1Cf<PAVER \ � � / / 1 \ PAVEMENTS. SEE ELEVATIONS ON CIVIL CG-3 CURB DTL.< \ // o i SIGN, \ CIVIL PLANS, TYPICAL \ \ AREA `BRAIN INLET z DELINEATED BY, L FOR ALL / v SAVER COLOR', INLET TOP=522.00 v v S\ SEE CIVIL L 00 BRICK PAVERS VEHICULAR T _ P k \ / I� k \ \ / _ v �.i A V In v — — � \ II O PORCH STAIRS, SEE O \ - O \ III —\ \ \ ARCH. DWGS. \ — I / / / PARKING SPACE BOTH SLOPES' 2'-6" RC OOD E LOSURE FOJi HVAC I:50 M WVAYS ETA ,SEE L500, h / EXISTING TREE TO REMAIN 4, 0„ C DWG . / 0 \ ADA' / � \ I l� - v Gu Z/ /. / Ot DA VAN AISL I v S p � � / ACC co / LIMI S OF VEHI ULAR \ \ PKG. E 06 T-6. /I / WOOD ENCLOSURE FOR HVAC \ / BRIC PVMT. \ — L500 U SEE ARCH PLANS FOR ALL BLDG. LANDING ❑ / BRICK S A RS WIT 10" 8 -0" 52 DIMENSIONS AND ELEVATIONS, TYP. METAL ILIN 5 r + I / Z� \ ALIGN C.L. OF WALKS \ THE COTTAGE DS TAVERN 524.65 DOORSILL WITH C.L. OF DOOR CONFIRM ACTUAL FFE OF FRAMES, TYPICAL FFE EXISTING PORCH=527.60 \ ❑ 02 HYPHEN BLDG. 02 CALCULATED AS / CONTRACTOR SHALL CONFIRM L500 BRICK PAVERS -SAND SET BRICK PAVERS -SAND SET L500 526.40 5z o / / \ ALIGN C.L. OF WALKS DOOR ING, E 0 7.10 FWITH C RAMES, L. OF DOOR = - 26.15 ARCH. DW / \ \ AL ADA VAN PARKING SIGN. ADA ACCESSIBLE ALI TRENCH DRAIN, ', MOUNT ON 4" CEDAR TO THIS DOOR. + \ EDGE OF LA N / — — — \ POST. SEE DTL. 526.05 ALIGN -.EDGE SEE �C�S \ ROUTE IS PROVIDED - 5 � 6'_6„� 9 5.95 PLs"hl PLAN 4.0, \ 4` 0" 'GRASS S THE PLAN ASSUMES THE FFE / PATH SHOWN BY THE SURVEYOR , k%- / � eLANDSCAPE 10'-2 \ \ SUB -FLOOR. y / / \ \ 'fF \ / / \ \ 526.30+ 7 1.\ ACTUAL FFE OF ADDITI b 3 4 I I" 3 0" Z �/ \ \ S ��\ \ \ PAVEMENT K E Y Cl)\ \ \ \ g \ CALCULATED A5 526.62 PR P SED / 33'-0" i _ 95 ALIGN ` / A 5 �\ ALIGNC.L. C.L. OF DOOR // �_ _ �L OF WALKS 0$ LANDSCAPE LIGHTS. SEE KO OND m / \ CIVIL PLANS, TYPICAL. BY OT ERS / \ _ FRAMES, TYPICAL / / \ \ \ PROPOSED SAND SET BRICK PAVERS SECRET GARDEN \ cc, /I/ / /� /nj IT-0 . I / / / / �./ � \ o \ EXISTING BRICK / PATIO C') Cj / /� n 00 STONE DUST PATH _ 526,.9+ I 3 WIDE WESTERN RED CEDAR c�C- k WOOD STAIRS. SIX (6) 8" RISERS /� WITH 12" TREADS. BUILD LANDING \ OVER TOP OF WALL BY OTHERS. v vSAND SET BRICK 53 /Q) A v A \ \ \ \ \ ROCk EXISTNIG STONEWALL N \ PAVERS "c\ Ln \ TO REMAIN, TYPICAL v �� 0 4 " �\ MOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434)973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 MAJOR SITE PLAN AMENDMENT -L� Q Q) Z Z Q) Lu LLJ LLI QQ CL Q v 0 Q) L.L O (d) O • O U SITE PLAN Job Number: 22010 I&NLTH OF G �a �� CJ DAVID T. ANHOLD r Lie. No. 0031 l ti June 21, 2022 �w� �sC, EAR C Date: April 8, 2022 Revision: 6/21 /22 Scale: 1/8" = 1'-0" Sheet No.: L100 12 of 20 LANDSCAPE CALCULATIONS AND NOTES Plantings shown on this Sheet are required by County regulations and will also provide Owner desired site screening. These plantings will be installed as a basic part of the MSPA and WPO plans. Any other project plantings may be installed at the discretion of the Owner. See Sheet L102 for all optional plantings. I. STREET TREES REQUIRED STREET TREES = 153 LF. / 35' = 4 TREES PROVIDED STREET TREES = 4 TREES 2. PARKING AREA TREES INTERIOR TREES REQUIRED = 10/ 10 = I TREE INTERIOR TREES PROVIDED = 4 3. PARKING AREA LANDSCAPING: AREA REQUIRED = 4038 SF PAVEMENT X 5% = 201 SF AREA PROVIDED = 2,465 SF 4. SITE CANOPY REQUIRED = 86,248.8 SF SITE AREA X 10% = 8,625 SF EXISTING CANOPY PRESERVED = 31,078 SF PROPOSED REQUIRED CANOPY = 3,962 SF TOTAL SITE CANOPY PROVIDED = 35,040 SF (40.6%) 5. STREAM BUFFER MITIGATION CALCULATION UNITS REQUIRED = 7.5 CANOPY TREES REQUIRED = 8 CANOPY TREES PROVIDED = 8 UNDERSTORY TREES REQUIRED = 14 UNDERSTORY TREES PROVIDED = 18 SMALL SHRUBS REQUIRED = 21 SMALL SHRUBS PROVIDED = 21 PIEDMONT MEADOW IN MITIGATION AREA = .03 ACRES 6. ALL SITE PLANTING OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' CMp \ ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 7. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE SCHEDULE & THE PLANS, THE CONTRACTOR SHALL FOLLOW THE PLANS. EXISTING SPECIMEN TULIP \ \ 8. TREE AND SHRUB PLANTING PIT SOIL SHALL CONSIST OF SCREENED HIGH POPLAR TO REMAIN \ QUALITY, NATIVE TOPSOIL AS APPROVED BY THE ARCHITECT AND \ ENGINEER. TREE PIT DEPTH SHALL BE 1-1/2 TIMES ROOT BALL DEPTH. THE PIT DIAMETER SHALL BE 5 TIMES ROOT BALL DIAMETER 9. CONTRACTOR SHALL APPLY 4-INCHES OF TOPSOIL TO ALL PLANTING O O O O \ BEDS SHOWN ON THE PLANS. THE CONTRACTOR SHALL THEN O O O PROPOSED NATIVE GRASS POWER -TILL THE PLANTING BEDS TO A MINIMUM DEPTH OF 12-INCHES TO ; %� O O AND WILDFLOWER PREPARE THE PLANTING AREA. ,.j O 0 O 0 0 0 0 O O MEADOWS \ 10. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND O O 0 O O O 0 HARDWOOD BARK MULCH. SEE LIMITS SHOWN ON THE PLANS. " / 0 0-" O O O O O 0 -- O 0 \ �J 11. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT % / O O TINRA� 0�,. O O \ AND OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. / Die 0 0 0 0 0 �O' 4 O O \ � 25O P O O O O E \ 12. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL PUBLIC AND PRIVAT UTILITIES MARKED PRIOR TO BEGINNING 0 0 0 O 0 O O 0 0 0 O O O O 0 O 0 1 CAR \ /�� // ANY CONSTRUCTION WORK. O - O O O O O �'� O O D� RD oO o �00O0O0o0Ooo 000- 0O*1 o0 0 oo - 255- 4 13. THE PLAN SHOWS THE FOLLOWING: A) PLANTINGS TO MEET MINIUMUM O O O O O O O O 0 O O O O 0 ALBEMARLE COUNTY SITE PLAN AND ARB REQUIREMENTS, AND B) O 0 O O O O O O O O O -- \ OPTIONAL PLANTINGS THAT ARE IN ADDITION TO COUNTY O O O O O Q C 1 0 0 O 0 \ J REGULATIONS. ALL COUNTY REQUIRED PLANTINGS WILL BE INSTALLED O O 0 0 0 0 0 Y 0 0 0 0 �� 0 P \ DURING SITE PLAN CONSTRUTION. HOWEVER, BASED BUDGETS AND O D O D O 0 0 0 0`O 0 0 0 0 0 0 0 0 0 0 0 0 x Ent ah e PHASING STRATEGIES, THE OWNER RESERVES THE RIGHT TO INSTALL OR TO NOT INSTALL ALL OPTIONAL PLANTINGS AS A PART OF THIS SITE PLAN AMENDMENT. OO OOOOO � O 00000O 0 0�0 x 00Cpi�000 O�0O O 0 DOD 0 O x O "', O O O O O O O O 0 v 9 � 0 0 0 0 � 0 0 O H O � O� � O O 0 + x O O O O O O O O a3 O O O O O O - x O 0 / O O O O O O Qr Eq O E StN R� O x O 0 0 0 0 0 o 6 0 0 S o o x o 0 O O O O O O O O � AIN O O (_)^ O O 00 O MOWE O O O 0 O 0 O O O O EJ � O EDGE O ITO O O O O O O O O 0 O 0 90 O O �0 O OEX�ITO� 1Q000000000 OOOO OOOO x� xx e x S, 4 V / O O 0 � O O O O O O 0 0 0 O O O O O � 0 O O O O O O O O O O T®R " O O O O O O O O O O 0 O O O 0 OZD, .Q O- O S� O 0 O D O I D 1 O D O 'D ,F-, O, D LIMITS OF X / 23 BS ALL EXISTING TREES IN THIS / AREA TO REMAIN. i • /ham / / s i / THE COTTAGE % / Al - ' 0 v ® / 55 EXISTING BRICK PATIO EXISTING KOI POND klLum ",MM �k\ O DS TAVERN v ® / 55 EXISTING BRICK PATIO EXISTING KOI POND klLum ",MM �k\ O DS TAVERN PR P SED KO OND BY OT ERS 4 FG6 BGM EX. HVAC WITH SCREEN FENCE 8 BGM \ STREAM SETBACK LINE , f� \ l 2 � \ o Cot \ Di/ f \ n-i o I — / i 2 .� y 1 O DRIVEWAY PLANTING KEY + PROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREE / SHRUB ° EXISTING DECIDUOUS TREE ° EXISTING EVERGREEN TREE / SHRUB PROPOSED HERBACEOUS PLUG BEDS + + PROPOSED LAWN oo°oo PROPOSED NATIVE PIEDMONT PLANT MEADOWS PROPOSED PLANTING BEDS PROPOSED ELLIPSE BED PROPOSED KOI POND BEDS 0 4 8 16 0 MOLLEY E NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 MAJOR SITE PLAN AMENDMENT Q) Z Z LU I_L_I Q Q W Q Q ~ � m Q 0 Q) LL O � •O O U PLANTING PLAN Job Number: 22010 NLTH Op L .k, U��- Y DAVID T. ANHOLD r� Lic. No. 00311 JUNE 21, 2022 PE AR�� Date: April 8, 2022 Revision: Q 6/21 /22 Scale: 1 /8" = 1'-0" Sheet No.: L101 13 of 20 8 AMP OA EX G SPECIMENTULIP 04j POPLAR T IN__� �� ' O ° PROPOSED NATIVE GRAS U O AND WILDFLOWER O Dows v0 O b O ___-- �O0O°O � C�, ��°O O O i o o' ° o °' o o o ---� o U S Rl O N �� U O O O O TI Q NO, ' ° 0 o O o 0 0 0 - gu' 25 0 0 o 0 0 0 0_-- --- ----- --- 0 0 0 Q o O o o �_ --0-- O O__ 0 o00000 00 0 0000 R ° ° 0 O --O o o O O O- o 0 0 0,-- e�---o ------ -- -- 255, 1 AD o 0 0-o---o--- o 0 0 0 0 4� O O O O O cc) O O O O�-2�o 0 0 0 A- , ' o 0 0 0 o o-- o- - -- o O o 0 0 g---c� 0 0 0 0 0 O O O O o' 0 o O U o o _- _ Pq� O; O O 0 O O O O O Q' O Entrap d O�°O A-°O ° O°-C�°O O 0O° - e � O O O O O �� O O O -- O O 0�00000 00�0 A- 0"0 O °O'°0°0° O 1 r ° 000 0 -- k,�O °O x x x b° °0° O R LSO° 000 O°0° °O 0 k x x x 0°0 O;� �O Q+ O O O O, O O O O k - °O° O O '�0 ; O 0 O O O O' O O O O k�� r O0 O O O O O O O €1 I O O O O O O O O k / O O O% Dow T O O O O O O O O C� O O"� O O -'b O O k 1t� O O O O OO O O / O O G� O O O '' O �O ' O O 0 O O 0 O O O S I O O O O O O 'O O O , O O O O %� ® O O O O O 0 O O 0O O O O k x - x / O T®R ill ° OO 00 00O0 0 Lx-0000000 00000°®000 A- U O O O O' O O O O O O O O O O O O O O O O ; O O O O O O O 0 O O O x, , r k k k k k k `A' k A- x ALL EXISTING TREES IN THIS A- S�4 AREA TO REMAIN. x i x x x x '® No i 0 / o 0 N -- S� a! 31 e90-"' 17�� I CHV 5 FGG 6 BGM 3 FGG ,eir 3 FGG ARID k Al k t I EXISTING -'REE v- _ TOREMAI ` I i ' �+_, ,, i 37 dr HBW II IV - �� 2 CA,1r1 DM, 44No 10. C. FIXED, } ;�_El I FC �Z + PLANTING KEY ��' /THE COTTAGE DS TAVERN i ' � y 15CA, 5DM, AND 10 4RO M 3 PM SC, MIXED, PLANTED 6 + PROPOSED DECIDUOUS TREES / y \ 18" O.C. IN SPECIES 2 VAC k GROUPS OF 5 -10 O 125 DM AND 125 CA, PLA TE i 68 ANC, PROPOSED EVERGREEN TREE / SHRUB IN SPECIES GROUPS OF 5-I PLANTED 12" ,'Big ++ + 4 \ EACH PLANT 6- 12 , O * / / _, OC �_� I PBD ��. + o o EXISTING DECIDUOUS TREE -2 D �� Q ��.x -- V + + i x 4 HB 34 A —LI AK 3 PMA i x X xx x 7 HV xx x xxxx x xx x x x x AR — 10�1V x x x x x x x x x x x x x xx Rt_ ETx9ARbEf�l x x` x x x PLANTEDNI2" x x - x x x x x x + x X+ + + x x OC x x x x x x x x x x LbWER LAWN AREA x x x x x + StEDED WITH TURF xx x xx + i �' EXISTING BRICK i PATIO , i x x x x x x xGRA S AN PLA TF�D x a x x xx x x x X x x x x-,WITHRXNDOMLY x x x "► MP, P PR P SED KO OND BY OT ERS 24 AL NTE + + 12" O( A+R+E4 Z + I+PA+ + o f EXISTING EVERGREEN TREE I SHRUB i + + + + o + + +� ° >' + + + o a� PROPOSED HERBACEOUS PLUG BEDS , 6�BGM ° 6 VAC ' + + PROPOSED LAWN 2i. 4 O ° + + T1 °°°°° PROPOSED NATIVE PIEDMONT x x x xx x x x MIXED BULBS CAS, CV+ x x x x + `� - ---- o- o°o°o PLANT MEADOWS x x x x x x x x x x x J -- ---- x x x x x x* AN®MAx x x 2PV •a. I ' ° 30 x x � PROPOSED PLANTING BEDS ,� x x x x x x 55 ARD 53O x x x x x x x x x x x x x ° PROPOSED ELLIPSE BED x x v ® x x x x x x Ror„ 'PJa'i I PJV 2 PBD _ 2 \ 2 PMA PROPOSED KOI POND BEDS EXISTING xx x xx x xx x HEMLOCK x x x x x x CA, 23 DM, AND 50 PLANTED 112" OC PLANTED 12" O ° - SCREEN TO x x x ALONG SC MIXED, PLANTED SPECIES OC .__ ,, - � 0 4 8 16 REMAIN LAWN AREA x 18" O.C. IN SPECIES 3 BGM �� Wa11 GROUPS O 5 0 f ,� OG �G Rock S WALL. ALL GRAVEL �yE� S�p� LNG g3 �� PATHS ARE OPTIONAL.00 S?� O 0 MOLLEY E NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 MAJOR SITE PLAN AMENDMENT Q) Z Z QQ) Lu W Q Q Q W Q � Q) m CIS 0 LL O r� O • Z O U PLANTING PLAN OPTIONAL Job Number: 22010 NLTH OF � G UO DAVID T. ANHOLD 9 r Lie. No.00311 June 21, 2022 ��U PE ARC Date: April 8, 2022 Revision: Q 6/21/22 Scale: 1 /8" = 1'-0" Sheet No.: L102 14 of 20 BRICK PAVERS WITH SAND SWEPT JOINTS. TRYON HAND MOLDED BRICK BY OLD CAROLINA BRICK CO. FINAL SELECTION BY OWNER & ARCHITECT. 1" SAND SETTING BED 5" CONC. BASE WITH 6X6 W1.4/1.4 WWM SURE -LOCK 136" THICK COMMERCIAL ALUMINUM EDGING - O.C. ASTEN TO CONCRETE @ 12�7 E 2 C F�;7 0 CM 2" 4/ LO _4 CD VDOT 21A AGGREGATE, COMPACTED AT 100% UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN NOTE: SEE PLANS FOR PATTERNS AND LAYOUT INFORMATION. BRICK PAVERS - VEHICULAR VEHICULAR BRICK PVMT. SEE DTL 8" EXPANSION MATERIAL WITH CAULK VDOT CG-3 IN BACKGROUND FOR CLARITY FLUSH CONCRETE CURB VEHICULAR ASPHALT PARKING AREA L7 PAVEMENT SECTION. SEE CIVIL DTLS. las a UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN NOTE: SEE PLANS FOR ELEVATIONS. FLUSH CONCRETE CURB BRICK PAVERS WITH SAND SWEPT JOINTS. TRYON HAND MOLDED BRICK BY OLD CAROLINA BRICK CO. FINAL SELECTION BY OWNER &ARCHITECT. 1" SAND SETTING BED SURE -LOCK 136" THICK COMMERCIAL ALUMINUM EDGING. A3622M OR APPROVED EQUAL. SECURE WITH 8 21'X10" SPIRAL STEEL SPIKES @ 12" O.C. N. GRADE 4" VDOT 21 A AGGREGATE, COMPACTED AT 100% UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN NOTE: SEE PLANS FOR PATTERNS AND LAYOUT INFORMATION. BRICK PAVERS - SAND SET PM ?.q 4X4 POST. SEE PLANS FOR LOCATIONS. — 1 X 4 FRAME — 1 X 4 FRAME WOOD LATTICE AS SHOWN. 1 X 4 FRAME —C,)C, BRICK PAVERS WITH SAND SWEPT —JOINTS. SEE DTL. 3" EXPANSION MATERIAL WITH CAULK VDOT CG-3 CONCRETE CURB, SEE CIVIL FOR EXACT LOCATIONS VEHICULAR ASPHALT PARKING r AREA PAVEMENT SECTION. SEE CIVIL DTLS. UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN BRICK PAVERS WITH CG-3 CONCRETE CURB NOTES: SET POSTS IN 8" DIA. 1. ALL WOOD SHALL BE NO. 1 GRADE, KILN DRIED CONCRETE FOOTER. WESTERN RED CEDAR. 2. ALL WOOD SHALL BE JOINED AND FASTENED WITH COATED, EXTERIOR RATED WOOD SCREWS. 3. ONE SIDE PANEL SHALL BE REMOVABLE FOR HVAC EQUIPMENT ACCESS. WOOD ENCLOSURE FOR HVAC 111=11-01. _5 291t If loo, D8 263-W 15 ffghl of WW X 263-4M — - — — - — — -- — ---------------- ----- --------------- ------ ------- — ------------ — ------- — ------ ---- — ------- --- -------- -------- - -------- 001, 0 EXISTING WOODLAND TO REMAIN 0 20 40 80 EXISTING TREE CANOPY EXHIBIT Nib MM ME` EXISTING TREES TO REMAk TYPICAL N� EXISTING TREES NTYPTO REMAI, ICAL i(D 00 CA FACE OF PROPOSED KID POND WALL BY OTHERS. SITE CONTRACTOR SHALL COORDINATE ALL SITE AND LANDSCAPE WORK WITH THE POND CONTRACTORS WORK. BRICK PAVERS SHALL BE BONDED TO CONCRETE AND ACO BRICKSLOT. CONTRACTOR TO PROVIDE SHOP DRAWING. TRIM BRICK THICKNESS AS REQUIRED. SEE PLANS FOR BRICK PATTERNS AND LAYOUT. 3/16" X 6" STEEL, COMMERCIAL EDGING FROM COL -MET OR APPROVED EQUAL. BLACK POWDER COAT FINISH. FLUSH WITH TOP OF #10 STONE DUST 1 #10 STONE DUST FINISHED GRADE VARIES, SEE PLANS VARIES. SEE PLANS r* 4" VDOT #21A AGGREGATE — AT 100% COMPACTION. LANDSCAPE FABRIC, CONTINUOUS BELOW STONE 100% COMPACTED SUBGRADE 16" X 1 O-GAUGE STEEL TESTED & APPROVED BY OWNERS STAKE FROM COL -MET. GEOTECHNICAL ENGINEER BLACK POWDER COAT FINISH NOTES: 1. STEEL EDGING SHALL BE INSTALLED ALONG THE EDGE OF ALL GRAVEL WALKS AND SEATING AREAS THAT ARE NOT CONTAINED BY AN ADJACENT PAVEMENT OR BY ANOTHER HARD EDGE. 2. LANDSCAPE FABRIC SHALL BE PERMEABLE, SPUN BONDED, TYPAR LANDSCAPE FABRIC OR APPROVED EQUAL. STONE DUST WITH STEEL EDGING ACD RECOMMENDAT ON I BOND SLOE TO SLOPE TD BRICK PAVERS SAND SET. SEE BRICK DETAIL. SEE PLANS FOR BRICK PATTERNS AND LAYOUT. CONC. ENCASEMENT 4 4 4 . AND INFILL. A -4 10 . . U . I A 0.5 II 44, E, 4' 1100mml 4' 1100mml NOTES. 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAYBE REQUIRED. 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8' [3mml ABOVE THE TOP OF THE CHANNEL EDGE. 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO DETERMINE PROPER LOAD CLASS, 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS, BRICKSLOT TRENCH DRAIN SPECIFICATION CLAUSE K100 KLASSIKDRAIN WIBRICKSLOT 100 HEEL RESISTANT - LOAD CLASS A GENEWIL THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K100 CHANNEL SYSTEM WITH GALVANIZED STEEL EDGE RAILS AND BRICKSLOT AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC. MATERIALS CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS: COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI TENSILE STRENGTH: 1,500 PSI WATER ABSORPTION: 0.07% FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES BI 17SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 4' (100..) NOMINAL INTERNAL WIDTH MATH A5.1"(130mm)OVERALL WIDTH. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE(FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. MY DEVIATION OR PARTIAL SYSTEM DESIGN MD/OR IMPROPER INSTALLATION WILL VOID MY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC. CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. BRICKSLOT SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. CHANNEL AND BRICKSLOT SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. THE BRICKSLOT GRATING SYSTEM SHALL HAVE AN OVERALL INTERNAL WIDTH OF 0.88' (22.35MM) WITH TWO 0.31' (8mm) SLOT OPENINGS AND WITH A 0.25' (6.35mm) TAPERED BAR BETWEEN THE TWO OPENINGS TO PREVENT DEBRIS FROM BEING TRAPPED. THE BRICKSLOT GRATING SYSTEM ADDS 3.27' (83mm) TO THE OVERALL HEIGHT OF THE KIOO SYSTEM VOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville- Virginia 22902 (434)973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rol Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Q) z > Q) LLJ LU > M rn _j < Q) ILL c) 0 U SITE DETAILS Job Number: 22010 LTH OX e6o' 7 "N DAVID T. ANHOLD > Lic. No. 00311 ,,P, June une2l,2022 'C)J N N �it�'4 P E 'V Date: April 8, 2022 Revision: 6/21/22 Scale: As Noted Sheet No.: copyright 0 2022 by Woolley Engineering L500 15 of 20 STAKE TREE WITH (2) TREATED 2" TREE STAKES (8'-0" LENGTH) "ARBORTIE" OR EQUAL TREE TIE MATERIAL (V WIDTH). NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. 3" DOUBLE SHREDDED HARDWOOD MULCH, DO NOT PLACE AGAINST TRUNK ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING I IIIII IIIIIIIII IIIIIIII�� III- II -III-III 2.5 X ROOTBALL DIAMETER MINIMUM DECID TREE PLANTING DETAIL 1/2" = V-0" XREF PROPERTY TREE CANOPY CALCULATION PROPERTY AREA (SQ. FT.) 86,249 COUNTY REQUIRED SITE CANOPY @ 10% 8,625 EXISTING CANOPY PRESERVED (SQ. FT.) 31,078 PROPOSED REQUIRED CANOPY (SQ. FT.) 3,962 TOTAL CANOPY PROVIDED (SQ. FT.) 35,040 TOTAL PROPERTY CANOPY PROVIDED (%) 40.6% u SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE T DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO _ AVOID OVEREXCAVATION I- County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. The following items shall be shown on the Dlan: m Trees to be saved; 63 Limits of clearing (outside dripline of trees to be saved); m Location and type of protective fencing; 63 Grade changes requiring tree wells or walls; m Proposed trenching or tunneling beyond the limits of clearing. 2. Markines- ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. m No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: RI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 63 Heavy equipment, vehicular traffic and storage of construction materials including sail shall not be permittedwithin the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: RI Such devices shall not adversely affect trees to be saved. 6. Fires: m Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: I� Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: m Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. m Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: RI When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: la When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneline: Ia When trenching is required within the limits of clearing, it shall be done as far away from the trunks o£trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 63 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: m Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06. PagCUf 1 DRIVE STAKES AT ROOTBALL EDGE 6" TO V-0" INTO UNDISTURBED SOIL BELOW ROOTBALL DS TAVERN PLANT SCHEDULE - COUNTY REQUIRED & SCREENING PLANTING (SEE SHT. 1.101) QTY SYM BOTANICALNAME COMMONNAME SIZE ROOT SPACING NOTES CANOPYEACH CANOPYTOTAL CANOPYTREES 2 BLACK GUM 31/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER I81 362 1 QUERCUS ALBA WHITE OAK 21/Y'CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 423 423 2 QUERCUS IMBRICARIA SHINGLEOAK 21/T'CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 137 274 1 :NSNYSSASYLVATICA QUERCUS RUBRA NORTHERN RED OAK 21/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 424 424 3 QUERCUS RUBRA(STREET TREE) NORTHERN RED OAK 31/2'CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 541 1623 3106 UNDERSTORYTREESI 1 CAR CARPINUS CAROUNIANA AMERICAN HORNBEAM 11/2"CAL B&B AS SHOWN WELL FORMED, SINGLE LEADER 129 129 3 CHV CHIONANTHUS VIRGINICUS FRINGE TREE 6' HT B&B AS SHOWN MATCHED, SINGLE LEADER 125 375 22 1V JUNIPERUS VIRGINIANA"BURKII" BURK EASTERN RED CEDAR 81HGT B&B AS SHOWN MATCHED, FULL, WELL FORMED 16 352 Safi SHRUBS 14 BGM BUXUS X'GREEN MOUNTAIN' GREEN MOUNTAIN BOXWOOD 2.5'-3a'HGT. B&B AS SHOWN FULL, WELL FORMED 31 BS BUXUS SEMPERVIRENS AMERICAN BOXWOOD 4.0'-4.5'HGT. B&B AS SHOWN FULL, WELLFORMED 4 EGG FOTHERGILLAGARDENII DWARFWITCHALDER 7gal. CONT. AS SHOWN MATCHED GRASSES & FORBS 500 CA CAR FX ALBICANS WHITE -TINGED SEDGE PLUG CONT PLANTED MIXED WITH CLAND DM, IN CLUMPS OF 5 TO 30 350 CL CHASMANTHIUMIATIFOLIUM NORTHERN SEA OATS PLUG CONT PLANTED MIXED WITH CA AND DM, IN CLUMPS OF 5TO 10 350 DM DRYOPTERIS MARGINALIS MARGINALWOOD FERN PLUG CONT PLANTED MIXED WITH CLAND CA, IN CLUMPS OF 5 TO 10 36 HF HEMORACALUS FULVA'OLD FASHIONED ORANGE' OLD FASHIONED ORANGE DAYLILY GAL CONT AS SHOWN DS TAVERN PLANT SCHEDULE - OPTIONAL SUPPLEMENTAL PLANTING (SEE SHT. L102) CANOPY CANOPY QTY SYM BOTANICAL -NAME COMMONNAME SIZE ROOT SPACING NOTES EACH TOTAL UNDERSTORY TREES 3 CHV CHIONANTHUSVIRGINICUS FRINGETREE 6' HT B&B AS SHOWN UPRIGHT, SINGLE LEADER 125 375 7 HV HAMAMELIS VIRGIN IANA'HARVEST MOON' HARVEST MOON WITCH HAZEL 6! HT B&B AS SHOWN 113 791 1 PA PRUNUS AVIUM'WHITE GOLD' WHITE GOLD SWEET CHERRY 8'HT B&B AS SHOWN STANDARD ROOT STOCK 87 87 1253 SHRUBS 28 BGM BUXUSX'GREEN MOUNTAIN' GREEN MOUNTAIN BOXWOOD 30"HGT. B&B AS SHOWN FULL WELL FORMED 1 FC FICUS CARICA'BROWN TURKEY' FIG 11 EGG FOTHERGILLA GARDENII DWARFWITCHALDER 5gal. CONT. T-O"O.C. FULL WELL FORMED 31 IV ITEAVIRGINICA'SPRITCH' LITTLE HENRY ITEA 5gal. CONT. AS SHOWN FULL WELL FORMED 8 VAC VACCINIUMASHEI X CORYMBOSUM SUNSHINE BLUE DWARF BLUEBERRY gal. CONT. AS SHOWN KITCHEN GARDEN 24 ALL ALLIUM SPAEROCEPHALON DRUMSTICKALLIUM BULB AS SHOWN 8 AO ASPARAGUS OFFICINALIS ASPARAGUS ROOT AS SHOWN 6 MP MENTHA PIPERITA PEPPERMINT GAL CONT. 15 OGV ORIGANUMVULGARE OREGANO GAL CONT. 12 PM PYCANTHEMUMMUTICUM CLUSTERED MOUNTAIN MINT QUART CONT. 10 RO ROSMARINUS OFFICINALIS ROSEMARY 1GAL CONT. AS SHOWN HERBACEOUS BEDS 225 ARD ASTER DIVARICATUS WHITEWOODASTER PLUG CONT. 12"O.C. 135 CA CAREXALBICANS WHITE TINGED SEDGE PLUG CONT. 10"O.C. 39 DM DRYOPTERIS MARGINALIS MARGINAL WOOD FERN PLUG CONT. 24'O.C. 79 HBW HEUCHERA'BRONZE WAVE' BRONZE WAVE HEUCHERA PLUG CONT. 12"O.C. 70 SC SANGUINARIACANADENSIS BLOODROOT PLUG/BAREROO CONT. 61 O.C. ELLIPSE & KOI POND 323 ANC ANEMONE CANADENSIS CANADAANEMONE PLUG CONT. AROUND PEONIES, 1211O.C. 125 CA CAREXALBICANS WHITE -TINGED SEDGE PLUG CONT. AROUNDPEONIES, RANDOMLY MIXED WITH DM, 6-12" O.C. AROUND PEONIES, RANDOMLY MIXED WITH CA, 6-12" O.C. AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 125 DM DRYOPTERIS MARGINALIS MARGINALWOOD FERN PLUG ICONT. 8 PMA PAEONIA LACTI FLORA 'MISS AMERICA' MISSAMERICA PEONY GAL CONT. 5 PBD PAEONIA LACTI FLORA'BRI DE'S DREAM' BRI DE'S DREAM PEONY GAL CONT. 3 PKK PAEONIA (INTERSECTIONAL HYBRID) X'KOPPER KETTLE' KOPPER KETTLE PEONY GAL CONT. 5 PJV PAEONIA LACTIFLORA'JAN VAN LEEUWEN' JAN VAN LEEUWEN PEONY GAL CONT. 1 PCM PAEONIA'CORAL MAGIC' CORAL MAGIC PEONY GAL CONT. FLOWER LAWN too CS COLCHICUM SP. AUTUMN CROCUS SPECIES BULB 50 CV CROCUSVERNUS VERNALCROCUS BULB 150 MS CHIONODOXASARDENSIS GLORY OF THE SNOW BULB 50 MA MUSCARIARMENIACUM GRAPE HYACINTH BULB r PLANT SCHEDULES L501 NTS FINSH GRADE PLANT ROOTS TC BE STRAIGHT F UNDAMAGED B) INSTALLATIOP MINIMUM BURIAL, 5" INTO SOIL PLAN VIEW SECTION VIEW PLUG PLANTING DETAIL L501 NTS 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING TRIANGULAR SPACING ROOT CROWN LEVEL WITH OR JUST ABOVE FINISH GRADE MP FIRMLY I ELIMINATE 2 POCKETS IN )IL SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DS TAVERN SEEDING SCHEDULE ERNST CONSERVATION SEEDS PARTIALLY SHADED ROADSIDE MIX -ERNMX-140 PERCENTAGE/I BOTANICAL NAME COMMON NAME ECOTYPE PRICE/LB 49.70 % Schizachyrium scoparium Little Bluestem Fort Indiantown Gap -PA Ecotype $16.22 16.80% Elymus vi rgi n i cus Virginia Wildrye PA Ecotype $10.14 9.00 % Echinacea purpurea Purple Coneflower $43.20 6.50 % Elymus hystrix Bottlebrush Grass PA Ecotype $30.20 3.50% Chamaecrista fasciculata Partridge Pea PA Ecotype $7.20 3.00 % Rudbeckia hirta Blackeyed Susan $31.20 2.00% Heliopsis helianthoides Oxeye Sunflower PA Ecotype $33.60 1.30 % Zizia aurea Golden Alexanders PA Ecotype $96.00 1.20% Pycnanthemumtenuifolium NarrowleafMountainmint $168.00 1.00% Penstemon digitalis Tall White Beardtongue PA Ecotype $168.00 0.90% Tradescantiaohiensis Ohio Spiderwort PA Ecotype $192.00 0.60% Liatris spicata Marsh Blazing Star PA Ecotype $252.00 0.50% Baptisiaaustralis Blue False Indigo Southern WV Ecotype $96.00 0.50% Geum canadense White Avens PA Ecotype $192.00 0.40% Asclepias tuberosa Butterfly Milkweed PA Ecotype $312.00 0.40% Aster lateriflorus Calico Aster $336.00 0.40% Aster macrophyl lus Bigleaf Aster PA Ecotype $336.00 0.40% Monarda fistulosa Wild Bergamot Fort Indiantown Gap -PA Ecotype $96.00 0.30% Asclepias syriaca Common Milkweed PA Ecotype $96.00 0.30% Oenothe ra f ruticosa var. f ruti cosa Sundrops $360.00 0.20% Aquilegia canadensis Eastern Columbine Eastern Columbine $432.00 0.20% Aster prenanthoides Zigzag Aster PA Ecotype $432.00 0.20% Penstemon laevigatus Appalachian Beardtongue PA Ecotype $336.00 0.20% Solidago bicolor White Goldenrod PA Ecotype $240.00 0.10% Aster pilosus Heath Aster PA Ecotype $264.00 0.10% Penstemon hirsutus Hairy Beardtongue Hairy Beardtongue $480.00 0.10% Sol i dago ju ncea Early Goldenrod PA Ecotype $336.00 0.10% Solidagonemoralis Gray Goldenrod PA Ecotype $264.00 0.10% Solidago odora Licorice Scented Goldenrod PA Ecotype $394.00 100.000/0 MIX PRICE/LB $37.40, Seeding Rate: 20 Ibs/acre with 301bs/acre of a cover crop. For a cover crop use either grain oats (1 Jan to 31 Jul) or grain rye (IAug to 31 Dec). VA Northern PERCENTAGE/I • Piedmont UPL Meadow Mix - ERNMX-851 BOTANICAL NAME COMMON NAME ECOTYPE PRICE/LB 67.90% Schizachyrium scoparium 'Camper' Little Bluestem 'Camper' $17.97 15.00 % Elymus virginicus Virginia Wildrye PA Ecotype $10.14 3.20 % Coreopsis lanceolata Lanceleaf Coreopsis $28.80 3.00 % Rudbeckia hirta Blackeyed Susan $31.20 2.00% Chamaecrista fasciculata Partridge Pea PA Ecotype $7.20 1.20% Pycnanthemumtenuifolium NarrowleafMountainmint $168.00 1.00% Asclepias tuberosa Butterfly Milkweed $312.00 1.00% Chamaecrista nictitans Sensitive Pea NC Ecotype $57.60 1.00% Heliopsis helianthoides Oxeye Sunflower PA Ecotype $33.60 0.70 % Eragrostis spectabilis Purple Lovegrass Fort Indiantown Gap -PA Ecotype $240.00 0.60% Aster lateriflorus Calico Aster $336.00 0.60% Aster pilosus Heath Aster PA Ecotype $264.00 0.40% Monarda fistulosa Wild Bergamot Fort Indiantown Gap -PA Ecotype $96.00 0.40% Vernonia noveboracensis New York Ironweed PA Ecotype $264.00 0.30% Monarda punctata Spotted Beebalm FL Ecotype $312.00 0.30% Penstemon canescens Eastern Gray Beardtongue WV Ecotype $480.00 0.30% Penstemon laevigatus Appalachian Beardtongue PA Ecotype $336.00 0.30% Solidago nemoralis Gray Goldenrod PA Ecotype $264.00 0.30% Tradescantia virginiana Virginia Spiderwort Southeastern PA/Northern VA bl $480.00 0.20% Asclepias syriaca Common Milkweed PA Ecotype $96.00 0.20% Oenotherafruticosavar. fruticosa Sundrops $360.00 0.10% Solidago bicolor White Goldenrod PA Ecotype $240.00 100.000/0 MIX PRICE/LB $35.26, Seeding Rate: Seed at 20lbs/acre with a cover crop. For a cover crop use one of the following: grain oats (30lbs/acre; 1Jan to 30 Apr), brown top millet (10lbs/acre; 1 May to 31 Aug), or Grain Rye (30 I bs/acre; 1 Sep to 31 Dec). VA Northern PERCENTAGE/I • Piedmont Riparian Mix - ERNMX-852 BOTANICAL NAME COMMON NAME ECOTYPE PRICE/LB 20.00% Elymus virginicus Virginia Wildrye Madison -NY Ecotype $10.16 17.00 % Sorghastrum nutans Indiangrass PA Ecotype $16.83 16.90 % Schizachyrium scoparium 'Camper' Little Bluestem 'Camper $17.97 16.00 % Andropogon gerardii Ecotype Big Bluestem 'Prairie View' -IN Ecotype $11.70 10.00 % Panicum virgatum Switchgrass NJ Ecotype $14.31 5.00% Chasmanthiumlatifolium River Oats WV Ecotype $96.00 5.00 % Panicum rigidulum Redtop Panicgrass PA Ecotype $57.60 3.00 % Rudbeckia hirta Blackeyed Susan $31.20 2.00% Chamaecrista fasciculata Partridge Pea PA Ecotype $7.20 1.20% Asclepias incarnata Swamp Milkweed PA Ecotype $177.60 1.00% Chamaecrista nictitans Sensitive Pea NC Ecotype $57.60 0.50% Helenium autumnale Common Sneezeweed Northern VA Ecotype $216.00 0.50% Heleniumflexuosum PurpleheadSneezeweed VA Ecotype $144.00 0.40% Aster puniceus Purplestem Aster PA Ecotype $432.00 0.40% Eupatorium perfoliatum Boneset PA Ecotype $192.00 0.40% Solidagorugosa WrinkleleafGoldenrod PA Ecotype $264.00 0.40% Vernonia noveboracensis New York Ironweed PA Ecotype $264.00 0.30% Eupatorium fistuIosum Joe Pye Weed PA Ecotype $273.60 100.00%.1 MIX PRICE/LB $29.93, 20 lb per acre Riparian Sites � MEADOW SEEDING SCHEDULE NIS 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTS IN OFFSET GRID UNLESS OTHERWISE SHOWN ON PLANTING PLAN MOLLEY E NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434)973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 MAJOR SITE PLAN AMENDMENT .i Q Q) Z Z(I ) LU LLJ Q Q W CL Q C� n ` LL Q O • O � � 0 U DETAILS PLANTING Job Number: 22010 pNLTH OF � G U DAVID T. ANHOLD 9 r Lie. No. 00311 ti June 21, 2022 �w� Date: April 8, 2022 Revision: 6/21 /22 Scale: Sheet No.: CONSERVATION PLAN CHECKLIST & CANOPY CALC. NTS SHRUB PLANTING DETAIL L501 1/2" = V-0"_XREF l ti l HERBACEOUS PLANTING DETAIL L01 1 L501 16 of 20 CLASSIC MINI ARCHITECTURAL LIGHTING The Classic LED Post Top Lantern blends traditional design with modem LED and optical technology. The Classic is able to provide illumination at (70) seventy percent energy savings compared to previous technology. The Classic LED is also virtually maintenance free with the LEDs lasting up to 483,000 hours and beyond. The Classic is Dark Sky Friendly and features a full cutoff optical reflector system. Micro Optics - recessed within the fixture's surface and can distribute light up to five times the mounting height, creating powerful uniformity. The Classic LED provides uniform illumination with up to four to five mounting heights. The optical system is completely concealed inside the fixture top eliminating glare. The Classic is available in 3000, 4000 and 5000 Kelvin and is available from 18-71 watts. The Classic LED Series is the perfect Iuminaire for traditional American neighborhoods. The standard Classic LED comes with flat glass lens MICRO OPTIC SYSTEM in the top of the fixture with open sides. Opal, Frosted, our new cell -enclosed, Micro Optic and Clear side lenses can be ordered as options. silicone modules produce high clarity and outstanding performance. LED WATTAGE CHART 350mllliamps t8w no mllliamps 2$w 700 mllliamps 36w 1050mllliam s 56w Project Name: Type: NO LENS 1 112.11111 Classic Mini : Type 2 16 350 3000K 120-277 Bronze (BRZ) Post Top Marine Grade Finish Over 2-3/8 OD (MCF) (CLA-M) (T2) 15L (35) (301 (UNV) White (T2R) photocell PC ( ) T e3 530 4000K YP (T3) (53) (401 HT (W ) Post Top nsaf VoOage r an Over 3 OD iSIVR1 Phot ell + Rec facie (T3R) (PI Type 4 700 5000K (TI) (7) (50K) Hu : Arm Mount ; Recepta eC+ ortening (HGN)een AM (a ) Type 5 1050 : Black •Foruse with Ll+mlerilcAms NEMA7Pi Rece tacle +Shor ing Lpap R5) (1) (Bull Pendant Mount 1 ) i Graphite p (Comes with 7/2'Couphng) i Surge ro[ec[ rCOK) 1 PH) 3' PGre��yy�� 4' IPPMM121pRT')5' PFr ted Sitle Lens ( L) Custom (CS) ermine) Block (TB Tooless Entry ITT) 3907309.120/11463623.028 0.0 o + .o 0 0.0 P0l +.o+. o+.0+.0+.0 +a�+.0 +.0 +.0 +.0 + .0 +.0 +.0 + ° + 'a + . 0.0 +.0 +.0 +.0 +0.0 + 0 +0.0 +.0 + . `'•• .• +.0+.o+.0+. 0.0+0 0.0+.o+.0+. 0.0 0.0+.0III 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 1 a.1 a1 0.1 a1 0.1 a1 0.1 .1 0. a1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 .0 + + + + + + + + -+ + + + + + + + •• +.1 . . 0.1 0.1 . . . +��Toy1 +.1 +.1 + 1 +.1 +.1 +.1 +0.1 + 1 0.0 . + o �•••` 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ®J�� P0.1 0.1 0.1 0.1 0. 0.1 0.1 0.1 0.1 0.1 0.1 ' `S S 0.1 +.1 +.1 +.1 +.1 +.1 0.1 0.1 0.1 1 `AEI ' 0.1 0. 0.1 0.1 0.1 0.1 0.1 1 0.1 0.1 0.1 0. 0.1 0.1 NON, 00', `�` +�P�j + + + + + + + + + + + + + + + 0.1 0.1 o.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 0.1 o.1 a o.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 a1 0.1 0. o.1 + + + + + + + + + + / + + + + + + + + + + + + + / . 0.1 +.1 +.1 +.1 +.1 +.1 +.1 +.1 + ' +.1 +.1 +.1 +.1 + .1 + .1 +.1 +.1 +.1 +.1 +a.1 +.1 +.1 + .1 +.1 +.1 +.1 + .1 +.1 '+.1 + .1 `'`, 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 el�1 1 0.1 0.1 0.1 0.1 o.i 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 1 ` + + + + + + + + + + i + + + + + + + + + + + + + + + + + + + + + 1 ` / 0.1 0.1 0.1 0.1 0.1 0.1 0.1 a.1 0.1 a.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0.1 0.1 0.1 ' 0. 0.1 0.1 / + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + j+ + + / 0.1 0.1 a1 1 a.1 0.1 0.1 1 0.1 0.1 0.1 0.1 0.1 a o.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 a1 1 a1 I 0.1 0 0.1 01 0.1 a 1 i\ 3 0.3 0.3 0.3 0. 2 0.2 0.2 0.2 ° 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0.1 0.1 0.1 1 0.1 \0. 0.1 11 e 5� + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + \� 0.4 0.5 0.5 0.6 0.7 0.7 0.8 0.7 0.4 0.4 0.5 0.5 0.5 0.4 0.1 0.1 0. 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 0.1 0.1 .1 3 0.3 OA 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.3 1.2 0.8 0.7 0.9 1.2 1.8 1.6 0.6 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0.1 I 1 0. 0. 0.1 0.1 0. 0.1 0.1 1 7 1 + + .3 - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 7 1 / 0 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1 1.3 2 0.9 1.1 1.7 2.5 0.9 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1I0.1 0.1 0. 1 0.1 0.1 0.1 11 / + + + + + + + + j + + + + + + + + + + + + + + + + +� + + + + + + + +' + +' + + I / 1 1 I 0 0.3 0.3 0.3 0.3 0.4 0.4 0 ° 0.7 0.8 1.1 1.3 1.7 2.1 8 3.1 1.3 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0 0.1 0.1 0.1 0.1 uh 0. 0.1 0.1 .1 0.1 + + + + + + j + + + + + +' + + + + + + + + + + + + �o•+ + + + + + +' + + + + + +' 1 / 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0 5 0. 0.7 0.9 1. 1.4 1.8 2.3 2.7 2.9 3.4 3.8 2.2 1.2 0.8 0.6 0.3 0.3 0.2 0 2 0.2 0.2 0. •0.2 0. 0.1 0.1 0.1 p 1 0.1 0. 0.1 0.1 1 1 1 0.1 0.1 ' / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +; + + �+ + + +°}L +/ 0.1 +.2 +.2 +.3 +.3 +.3 +.4 +.4 +.5 0. 0.6 0.8 +1.0 .2 +1.5 +1.9 +2 +3.1 +4.1 +4.9 +4.6 +2.8 +1. 2 0.9 +.8 +.6 +.4 +.3 +.3 +.3 +.4 +O + + . 02 02 +.2 +.2 +.1 +.1 +.1 +4.1 0.1 0.1 + .1 +.1 + 0.1 +.1 0.1 + . 0.1 +.1 0.1 / +.1 + .1 +.2 +.2 +.3 +.3 +.3 +.3 +.4 +. .5 +.6 . . +1.0 +1.2 +1.5 +1.9 2.4 +'I +4.o + .8 +4.7 +.9 +2. +2.3 +1.8 + . 1.6 +1.2 0.8 0.6 0.6 0.6 0.7 +.9 +.9 +.7 +.3 +.2 +.2 +.2 +.2 +.1 .1 +.1 +.1 + . + .1 +.1+ 0.1 + . 0.1 +. 0.1 .1 + .1 �0. 0. +.1 +.1 +.1 +.3 +.3 +.3 +.3 +.4 +.4 0.5 +.5 +.6 +.7 +.9 .0 +1.2 +1.5 +1. +2.3 +2.9 +3:5 +3.9 +3.9 +3.5 .1 +2.7 +2.4 + 1 +2.3 + . 1.9 +1.4 +.9 +.8 +1.1 +1.5 +2.0 +1.8 +1.4 +.6 +.3 +.2 +.2 +.2 + . +.1 +.1 + . .1 0.1 0.1 + 1 +.1 +.1 +.,. +.1 +.1 +.1 +.1 +.3 +.3 +.3 +.3 0.4 +0.4�+.5 +.5 0.6 + . + .9 +1.0 +1.2 +1.4 + .7 +2.1 +2.6 +3 +3.2 +3.2 +3. +2.7 +2.5 +2.3 2.0 +2.0 +2.2 .1 +2.0 + 6 1.2 +1.4 +2.3 +2.81+3. +'�.y/ 1.1 +.6 +.3 +.2 +.2 00.2 +.2 +.2 +. +a.1 42.1 +. 0. 0.1 T+.1 1 +.1 + 0.1 + 10.1 +'1 .1 +.1 +.1 +.1 +.1 +.1 +.2 +.3 +.3 -}0.3 0.4 0.4 0.5 + +.6 +.8 +.9 +1.0 +1.2 +1.4 +1.6 +1.9 +2.2 2.5 +2.6 +2.6 .4 +2.2 +2.1 +2. +1.8 +1.8 +2.0 +2.4 +2.7 +2.9 2.7 + . .1 R / 1 +� +1.2 08 +.5 +.3 +/ +.2 + 2 +.2 0.1 +.1 +.1 + .1 0.1 1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.5 .6 0.7 0.8 0.9 1.0 1.1 1.3 1.5 1.7 1.9 2.1 2.2 2.2 2.1 2.0 1.9 1.8 1.7 1.7 .0 2.4 2.9 3. 3.9 4.6 5.0 yc.� 3.6 1.9 1.1 0.8 0.7 .4 0.2f 0. 0.2 0.2 0.11 0. .1 0.1 .1 0. 0.1 0 + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T +. 0.1 0.1 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0 0.6 0.7 0.8 0.9 1.0 1.1 1.3 1.5 1.6 1.8 1.9 1.9 1.9 1.9 1.8 1.7 1.7 1.7 1.7 1.9 2.3 2.8 4 4.3 5.4 6 6.3 4.4 2.. 8 1 1.0 0. 0 0.2 2 0.2 0 0.2 0.1 1 0.1 0.1 0.1 0.11 + + + + + + + + + j + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1-0; + + + + + + + +-�- + + / 0.0 0. 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.4 0.4 0.4 5 0.6 0.7 0.8 0.9 1.0 1.2 1.3 1.5 1.6 1.7 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1. 1.9 2.2 2.7 3.3 4.2 5.1 5.9 5.6 4.6 5 2.7 2.0 /1.5 0.6 3 2 0.1 1 0.1 0.1 0.1 0. 0.1 0.1 + + + + + + + + + + -b + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .+ + + + + . + + + + + .0 0.0 0.0 0.0 0. 0 0.0 0.1 0.1 0.1 0.1/ 0.1 0.2 02 0A 0.4 0.4 0. 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.4 1.5 1.7 1.8 1.9 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.9 2.1 .5 3.0 3.7 4. 4.8 4.6 3.9 3.2 2. 1.0 0. 0.2 0.2 0.1 0.1 0. 0.1 0.1 1 0.1 0` If + + + + + + + h + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 +.0 .0 +.0 +.0 +.0 0. 0 0.0 + . 0.0 .0.2 +.2 +.2 +.2 +.5 +.5 +.5 +.6 + 0.7 +.8 +.9 +1.1 +1.3 +1.5 +1.7 +1.8 +2.0 +2.1 +2.0 +1.9 +1.9 +1.8 +1.7 +1.7 +1.7 +1.8 +1.9 +2.0 +2.3 +2.7 +3.1 .6 +3.8 +3.6 +3 +2.7 +1.9 ' 1.5 +1.2 + .2 +1. 0.8 +.5 0.3 +.2 +.2 + .2 +.1+ 0.1 .1 n i + + �„1 . 0.1 /� /+ +.0 0. +.0 +0.0 +.0 +.0 +.0 +. +.0 +a. .0 + . 0. 0 +.2 +.2 +.2 +.6 +.5 +.6 +.6 +.7 +.8 + . 1.0 +1.2 +1.4 +1.6 +1.8 +2.1 +2.3 +2.4 +2.3 +.1 +2.0 +1.9 +1.9 +1.8 +1.8 +1.8 +1.9 +2.0 +2.2 +2.4 +2.7 +2.9 +3.0 +2.9 2.6 +2 +1.9 .s +1.3 +1.1 +1.0 +1. +. + . .3 +.2 +. + .1 +. 0.1 _0.1 _tl.1" 0.1 0. .0 +.0 +.0 +.0 +.0 +.0 +.0 + + . 0.0 O.a 0.0 +.0 +. 0. 0. 0.2 +.2 +.3 +.6 +.6 +.7 +.8 +.9 +1.0 +1 1'+1'. 4 1.7 +z.0 +z.4 +2.7 +2.8 +2.6 2.4 +2.2 +2.1 +2.0 +2.0 +1.9 +1.9 +z.0 +2.1 +z.2 +z.4 +z.4 +z.5 +2.5 +z. +z.2 +1 9 +1.7 4 +1.2 F1.0 +.9 +. +.7 +.6 0.4 +. 0.2 +. +.1 .1 + 1 + . '' `0.1 0.1 �0.1 0.1 .1 _ 0.0 NOTE: 10' MOUNTING HEIGHT AND OPEN SIDES ON FIXTURE o 0 0 0.0 0.0 0.0 0.0 0.0 0.0 +' + +' + + + + + + i 00 • 0.0 0.0 0.0 0.0 00 00 0.0 0 0 +' + + + + +' +' + + 0.00 0.a o8 0.8 0.9 10 11 .3 1.4 15 i s zs 31 33e2.4 23 22 22 21 21 21 22 23 23 23 23 22 21 20 19 7 15 1311 + +' + + +' +' + +' + +' +' ++' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' +' + 9 8 0.07 O6 05 04 2 0 0,10.1 0.1 +' +' +' +' +' +' +' +' +' +' + T 01 1 0. o152 11 II 0.0 0.0 0.0 0.0 0.0 0'0 0.0 0 SITE LIGHTING CUTSHEET - FIXTURE A + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + .0 0.9 1.0 1 1. + + + + + + 1.4 t5 1.8 1.8 2.1 3.5 2.8 2.2 2.0 2.0 2.1 2.2 2.4 2.6 2.5 2.5 2.4 2.2 2.1 2.0 1.9 1.8 1.7 1. 1.4 1.2 1.0 + - + + + + + + + + + + + + + + + + + + + + , + .9 0.8 0.7 0.6 0.5 0.4 0 0. fl 0.1 0.1 .1 0.1 - . 1 0. + + + + + + + + + �+-_# _ +� d + + � - .1 0.1 .0 0 0.0 + + + N.T.S. +.0 + .0 +.0 +.0 +.0 +.0 +.00 .0 .0 +.0 +.0 +0.0 +.0 +.0 +.0 +0.0 +.0 +.0 +.0 ° .7 +1.1 .0 +1.2 + . + .5 .6 .6 T1.6 y1.5 .5 + . 2.2 t3.5 .8 � : 1.8 +1.7 +1.9 +2.4 +2.6 +2.6 +2.6 +2.5 +z.5 +z.4 +2.2 +z.0 +1.9 +1.8 +1.6 +1.6 +1.5 +1.$ 1.2 + . 1.0 0 +.8 +. + 6 0. + . +4 0.3 +.2 +.2 0.1 0.1 ' 0.1 + 1 .1 +0 +0.1 +.1 + .1 0.0 + 0.0 0.0 0.0 0.0 0.0 0.0 0 0. 0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.5 1 1.0 1.1 1.4 1.5 1.7 1.8 1.7 1.5 1.5 1.7 2. 3,3 .2 �� 1.8 2.0 2.2 2.6 2.9 3.1 3.1 2.7 2.4 2.2 2.0 1.8 1.7 1.6 1.5 1. .3 1 0. 0.8 0.7 0.6 0.6 4 0.3 0.3 0.2 0.2 0 1 0.1 0.1 0. 1 0.1 0.1 0.1 .0 +.0 +.0 +.0 +.0 +.0 +.0 0.0 0.0 0 .0 +.0 +0.0 +.0 +0.0 at SW 0.0 +.0 +.0 +.0 0 Fame .0 .0.5 +1 +1.4 +1.2 +1.4 + +1 +1.6 +1.6 + .6 +1.7 y1.9 2 .OQ.2 +3.0 + .2 +2.8 +3.3 +3.7 +3.6 +3.1 +z.7 +2.3 +2.1 +1.9 +1.8 +1.8 +1.7 +1.6 �1.5 +1.4 2 2� +1.2 1.0 +.9 +.7 +.6 +.6 0 +.4 +.4 +.3 +.2 +.2 +.1 +.1 +.1 .1 +.1 2 2 +.1 � 0. +.1 .. SIDE VIEW 'MTH DIME NSI•JNS 3110Wr'1 IN NA1URA1 •',aPPER _ Wis CePP01140I PATH LIGHTS F,q CM 9C20 rUMI 0A ]'SB avrs+u 00 SITE LIGHTING CUTSHEET - FIXTURE '13" N.T.S. 1 1 1 1 1 1 11 I I 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 ''1`�/`�`�'•.�1�/• I`II�' II�II•`/I�/1�' • _ /�Y L7 /d • 1 1• 1 1° III 1 1 1_ /F IV%./•�x� 1 1 1 1° 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I 1 1 1 1 :: �'I 1 1 1 1 t(` •�� 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 •/• • / 1• 1:• 1 1 1 1 1 1. 1 •. /iL�;T:'i-„�:R. - 1• 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 I 11 IMP/`1 11 11 Ir 11 11 IC 1 11 11 11 11 11 11 11 11 11 1 I1 9 1• 11 11 CI 11 1 1 1 !J'fy1 ,I //. Iy.1 a./`Te 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 ,• 1 1 ° ♦ l • i��:1.!/:�./.,g�I�ii'.i ♦ it •`4:/`I /i:1i=S`'I`'I`Ii`IiZ/�S',. 1 1 I l�r� . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �1 I 1 1 1 1 1 1 1 1 11� 1 1 1 1: � 1 - �., 1 I 1 1 c 1 I 1 e 1 1 1• 1 1• ... ,�/.!IL12,�1i,.•.'•I�,,�./`!� 1• 1 1. 1 1 1 1 1 1 1 1 1 `I �I,/I`II�Iy,/ICI I12'Iy 1 I�i 1- : f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 > 1 / 1 1 1 1 1 1' 1 1 1 1 1 /L 1 1 1 1 1 1 1 1 1 1 1 Q 1 1 1 1 1 1 1 1 1 1 1° 1 1 /'•�F:!`�•I :ICI'• -I` `% I I, /�I,{' 1 1• 1 1° 1 1 1 1 L I L 1 1 1 1 1 !��. c 1 1 1 1 1 1 I h 1 1 1 1 1 1 1 1 1 1 1 1 1 r l 1 1 1 1 1 1 1 i t 1 1 I. 1 •- . I • I�/iv'. 1 1 1 1 1 I 1 I 1 I 1 1 1 1 1 1 1 1 C 1 1 1 1 1 1 1 1 1 1 Y'II�/%�`i••� 1 1 1 1 1 1 1 1 1 1 ,1 1 �I,/�/ � ° `AI,IWV`I •ICY • . *l�•n� /{i./div: Idi:/i:^'i`./ib`'i:1i:/id`/`/� I L 1 1 1 1 1 1 1 1 1 1 1 1 1{ •r 4 1 1 1 1 1 1 1 1 1 1 1 1 1 •! 1 1 1 1• 1 1 1• 1 1 1 1 1 11 1 1 L `://�' �/�I • hI� ,hh Iy�/� I`A/y1 �/�/ . • I�l•t•• 1 1} 1 1 1 1 1 1 A I 1 1 1 3 1 1 1 1 1 1 1 1 I P 1 1 : 1 •1 1 • •. / 1 1 •`i.F,1I�!`•r,'nI�%2,Y �/�Iwj �I�/ �.�/. 1 1 1° 1 1 : e 1 1 1 1 1 �. 1'�1/�I - �,;, �, ♦ `I`II�I••i�/I�/I� YIrj,11� �I,/I�: h A I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19 1 1 1 1 ! I 1 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1' 1 �' ;� •' �.�I`I�Is1`I`h/! � 1 1' 'Z • 1 1 1 1 1 1 1 3 1 1 1 • •1• 1 1 1 1 1 1 1 I P 1 1 1 1 1 1 1 1: - r �/I�{I I�'hI°'w 1• 1 1° 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r l 1 1 1: _1 ! 1 1 1� 1 1 1 1 • 1 l 0 1 1 1 1 "'tl;il�:.. 1 A' 1 � 1 1 w! I�S 1 1 n 1 1 1 +1 D �� ,� / 1 1 1 1 1 c 1 1 1 1 1 1 ♦ 1 1 1 1 1• �i�/i`.�;dT' 1 1 1 1. 1 1 1 1 II 1 I 11 11 11 11 • 11 • 11 11 11 1y1 11 11 11 11 11 11 11 11 11 11 11 11 / I, 11 11 11 1 1 1 : 1 1 1 �1 I .�/Y,I.�,"� 11 J I 11 ,; 51111 11 /1 J I 11 11 11 11 1��• 1 1 1 1 1 t�i'/ �� I�i.�.�11 1 ,�" �� ``�• ` 11 11 11 11 11 11 11 1• :1 hl 11 11 11 •SQL 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 1 1 1 1. 1 .=;/:;'1 11 of 11 ;,'n , a •. , ,1 11 1A 11 1r C1 1` 1/ 1 1 1 11 •1 1 1 `�y,, '; :,4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9! 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I. 1 ; 1/ 1 1 A I 1 1 I d 1 , 3 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 `• 1.1 U I 1 1 I d 1 1 11 °.�, y�l�ll)f�l 1 ��•�i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i t : I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 G I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I, 1 1 1 1• I! 1 1 1 1 C I 1 1 I d 1 1 I 1° 6'�` 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C I 1 1 I C 1 1 1 1 1� .wvi_1 1'i 1 E 1' Ir r� I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 P I 1 1 / C 1 1 � .' 1• •I :I��-1 1 1 1 1 1 1 1 1 1 1 1 1 C 1 1 1 1 C 1 1 C 1 1 1 1 1 • 1 1 7 1 1 -. 1 1: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l • 1 1 1 1 1 •1 1 1 1 1 1 C I 1 1 J C 1 1 1 �Iy-'iY 1 1 i.I�1•/!�/`'I•:f 1 1 1 1 1 1' 1 1 1 1 P 1 1 1 1 1 1 i 1' 1 1 1 !�:1�1 • � r 1 !^i>�i:.. .i./:Pr . '�. .i Ili>!i�ii /./.I �i=.ra \. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/ 1 1 1/ : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 I 1 1 I C SnLY,hi • I.{f iI?,6 1. 1 a _` � hI,,I L, IIy f /hL. h /I\!1 • • 1• 1 1 f 1 1 5 1 1 I 1 1 1 1 1 1 1 1 /�II�'IIr;,//I�'//�'II`'I�/IV;�I/��/I`I/ / � �'inw1�I'Ir%•/I�'/I�/`/'I�'/I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• 5 1 1 1 I i • 1 1 1 1 1 1 1 1 1 1/ 1 1 1 1 1 1 1 1 1: 1 1 1 1 1 1 1 1 1 1 1 1 I S 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 •QI,� `I/f ! �/ 1. 1 1 _�I"LI`"/� - �.y /ICI`♦"•`i/� % ,�Ylrj•'I'y`• � 1 1 1) 1 1 1 1 ) 1 1 1 1 1 S MAW 1 1 1 1°•�'r 1 1 1 r 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 :• li r1 1/ 1/ 11 51 11 11 11 11 11 1/ 1 f 11 11 11 3I 1 /�/�i:�'j /ii 1 • 1 1 1 1 IS��/i:!I,/,1 1 1 1. 1 11 11 11 11 1 / • '• n � Imo'/I�•l[�/ / I�/I�/IV%,/I�'/ 1 lit • ,., I• 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1: 1/ 1/ 11 11 1 : 11 1 7 11 11 1 11 11 11 l,r..,. I,r•; 1 1 1 1 1 •lam` 1 1 1 1 1 11 I I 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n 1 1 1 1 1 I I 5,'/l 1 1 1 d 1/ 1 1 11. :%`/:Iia.�•+':Ii�C•, •/i�.r r 1 1 1 1 1 1 `i..v� - �. 14I,.t\ �/�O,��l`/ . /I�1 r'•\I✓ 1• 1 1 1• 1 1 1 1 1 1 1 1 1 1 ,.: W I r 1 1 1 1 1 1 iy�/v) 1• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i:/in:,i:'/ice L��•'�.)^:'.�Yi• - , ••••'i,� -��:':�J� :':`I%B�.i:'r • r 1 1 n�:.;a•:'/;`•ebb: 1, • 1 i� 1 1 1 1 1 1 ., 1 1 1/ I\I��/,�/I✓;`/III/`,'l`'//�/I�'/• • ••/��/%�/�/I,vIV%�/Irj•/I�//�/I\Iv l�//�/I\'/I�//r✓;/I�'/P� 1 1 1: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ••• I 1 1 •'1.��/.III 1/ 1 1 i 1 �•CP!/�I,Y_�-1,//!/.P`/'.•• I.I•!/\h/•/�//•P 1 I 1 d ;1 1 1 1 1 1 1 1 1 1 I / �•�i:!!j ��'I:II�//�'/Ica/`'I\'/I•:/�'/VI.: S//�/IM`/I�/li,I\/I °�i?'Ir♦•�Ir%•/:�I��P:Id I-VIA^:,//�I 1 1 1 1 1 I C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 ! 1 •/ • 1 f 1 1 1 4/ 1. !"I`/I ✓i:!`I•.!I.`IyI�%ICI 11 1 C 11 1 1 1 1 1 1 11 1 1 1 1 1 1 i :/1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 e I 1 1 1 �l ,�I 0 �""�!��%;�1 1� 1 i , • a 1 r 1 I 1 1 1 1 S 1 1 1 1 1 1 1 01 1 1 I I II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• -1 I 1 1 1 1 1 1 1 1 1 i t 1 1 !i l 1 1 1 1 1 1 1 1 1 1 11 1 1 :•• ! 1)!.I 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 r 1 r 1 r 1• 1: 1�� 1! 1 1 1: 1 i 1 IPA i ON 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I n I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 +.0 .0 +.0 + 0.0 +. r o.o 0.0 o.o o.o o.o o.o o.o o�+o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o o.o o.o o.o o.o o.o 0 o.F0.0� Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +I'll + +.0 +.o +o.o +.o +o.o +.o +.o +o.�o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.0 +0.0 +.0 +a.o +.o +o.o +.o o +.o +0.0 +.o +0.0 +.o +0.0 +.o +0.0 +.o +0.0 +.o +o.o + +.Wo O96 F +0.0 +.o +.0 +.o +.o +.o +.o +'o\.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +.o +.o +.o +.o +.o +.o +.o +.o + .o . +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +. +.o 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.e 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0. +°.o +0.0 +0.0 +0.0 +0.0 +( 0.0 +`0, 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0tMP 59-15A \ +.o 0.0+0.0 0.0 +0.0 0.0�gb 0.0+.0+q-19�0-AqM+.0+.o+.0+.0+.0+.0+0.0+.0+0.0+.0+0.0+.0+0.0+.0+0.0+.0+0.0+.0+0.0+.0+0.0+.0+0.0+.o 0.0+.0+0 0.0 +.0 +.0 +.o +.0 +.o +.0 +.0 +.o +.o +.o +.0 +.o +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.o +.0 +.o +.0 +.o +.0 +.o +.0 +.o +.0 +.o +.0 +.o +.0 +.o +. Schedule Symbol Label QTY Catalog Number Description Lamp Lumens per Lamp CLA-1-161-301 1 - CLASSIC MINI LED 5712 Q A 6 3000 K, TYPE 3 NO LENS CM.9020 COPPER MOON - CM.9020 LED - M B 15 PATH LIGHTS CM.9020 HYDREL ASPEN LED LED 570 • C 3 ACCENT LIGHT NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. Lr� T , +o.o +.o +0.0 +.o +0.0 +a.o +�y..) 1+ +.o +.o +.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +o.o +.o +0.0 +.o + .0 +.0 +0, +.0 +.o +a.o +.o +.o +.o �o.o + . + +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.o +.0 +.o +.o +.o .o +.0 +.o +.o +.0 +.o +.0 +.o +.0 +. +:0\.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0\0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 .o o.o o.o o.o o.o o.0 0.0 0.0 q 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + +.0 +.0 +.0 +.0 +.0 +.0 +.0 +°x+ .0 +0.0 +.0 +0.0 +.0 +0.0 +.0 +0.0 + + +.0 +.0 +.0 +.0 +.o +. +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.Q +0.0 +.0 +0.0 +.0 +0.0 0.0 O.o o +.o +.O +.o + +.O +.o +/ a.o o.o a.o o.o o.0 0.0 0.0 C. 0.0 0.0 0.0 0.0 0. o.0 o.o o.o o.o 0 0.0 0.0 0.0 NOTE: + + + + + + + + ° . + + + + + + + + + + LIGHT LOSS FACTOR (LLF) FOR THIS PHOTOMETRIC o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0. o.o o.0 0.0 0. 0.0 0.o a.o / PLAN IS 1.0 + + + + + + + + + + ' + + + + + + + + + +.0 +.0 +.0 +.0 +t4plip, + .o, +.0 +0.0 + .o +o.o + .o +o.o + +.o SEE ARCHITECTURAL PLANS FOR BUILDING MOUNTED LIGHT FIXTURES AND LOCATIONS o.o o.o 0.0 0.�°�1% o.o 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +++++++++++++++ o.o o.o o.o o.o o.o o.o aQ o.o o.o o.oIll'0.0 0.0 0.0 0 \/+00. + + + + + + + + + + + 0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + +�+ + + + + 0.0 ,0.0 ,0.0 ,0.0 ,0.0 ,0.0 ,0.0 ,O.Q 10.0 ,0.0 ,I/ DIMENSIONS C/ AIMING DETAILS C2 Z 'a 'a \- 0. PIOUS ASPEN LED 12V/120V LED HIGHLIGHTS • Accent lights are suitable for a variety of mounting applications including ground, wall, tree, sign and architectural accents • Suitable for wet locations • Integral driver for 120V • Dimmable using standard Triac dimmer for 120V and dimmable using standard MLV dimmer and magnetic transformer for 12V • Tapered -sure lock • Available in 8DCRI and 90CRI • 1,1001m LUMEN PACKAGES ES t 5� 10® 15� 300EG 35® /00EG /S® 50® 55® © Note: In oe tlon based on 4000K 0 P1, 90CRI, 120 VeN with CI up sW FLC Ill C3 STANDARD DISTRIBUTION I 1 C3 ,.riorr 0`ITC I I!-`LITI1, I!-` /-`1 ITC LJ CCT CIVTI IDC "l ll 55DEG i Scale: 1" = 10' 5` w•rtlnly labb o LOCATION Ruy�:•en 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: Ivy Road RE LLC 800 E Canal Street Ste 1900 Richmond, Virginia 23219 Landscape Architect: Anhold Associates 8311 Rockfish Gap Turnpike Greenwood, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Q n `� W Z z Lu J LU LLJ co I- _ Q V f p W n ` i LL 0 � C) •� 0 U SITE LIGHTING PLAN Job Number: 22010 zx op Uo ERIC W. wOOI A LIC. NO. 37088 I OAA 9-9-2022 G ►ZONAL E% Date: April 8, 2022 Revision: June 21. 2022 r Scale: 1 " = 10, Sheet No.: SLI 00 copyright © 2022 by Woolley Engineering 17of20