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HomeMy WebLinkAboutSDP202200025 Plan - Revision 2022-06-28DS 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 inia 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 Shared Parking Agreement: 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 right-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; Cl 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 IMP 59-15B, n/f Hallam Roth Deed Book 4263, p 729; RA Current Use: Single Family Residence IMP 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. =910 SAMUEL MILLER MAGISTERIAL DISTRICT I 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 an construction within an existing public right-of-way, including connection to Y Y 9P 9 Y• 9 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 Pp underground e 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. 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. The point of analysis for this project was chosen as the point where all runoff from the site converges just before crossing under Ivy Road (Route 250) via an existing box culvert. The entire watershed drainage area at this point, as defined by USGS Streamstats, is 19,793,664 sf. The project site contributes 43,431 sf of drainage area to the point of analysis, or 0.22% of the entire contributing drainage area. This project meets 9VAC25-870-66 C.3.a. and is outside of the limits of analysis for Flood Protection requirements due to the site contributing drainage area being less than I % of the total contributing drianage area at the point of analysis. Outfall 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 velocity through the outlet protection during the 10-year 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 velocity so 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 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 = l 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 J VICINITY MAP o �2 o wool) v � O CD Q O ro o 4'OGI ❑ F`�s% 0706 q41 o O � o O o Cy SITE T _�3 �i SCALE. 1"= 500' SHEET INDEX L 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 ES1.0 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 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 zQ)w ry J W C� Z co CL Q C/) n ` LL n O Z 0 U COVER SHEET Job Number: 22010 r�OV 11 OF yr r ERIC W. WOOLLEY 9 LIC. NO. 37088 CS G� �SrONAL EV� Date: April 8, 2022 Revision: June 21. 2022 Scale: As Noted Sheet No.: C1.0 copyright © 2022 by Woolley Engineering 1 of 20 E 0 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 myrtle / t Adoydod / - ••+/ dbl mog olio ��/ ��\ ... ree • 3 dogwo od / tree m le5q5 Pole d ad 523.5 .....* Abe ... 523.5 54 / / myrtl rtle Cam- my 0 527.a ,0 CO boy t O do "ood / -� •• / S hay ��.�'•P ` y15 27 5 .5 524.0 524.7 �/' •�• I �� 4.752 ery 527.67 Floor boxwood emlac 4 adbl hemlock szze yro ��� 525.1 , 524.3 / Q�.00O 5 9 hemlock h !g _� ' 525.0 /tc0blhemlo k 527A hry o tri 7' hem10l rp rick 529.1 527.4 a tri hemla ario 26.8 527 ° /' •• •�`r?S, 12'heplock 527.8 aShrub ;525.3 y hh 12" he lock 529.3 527.6 / - Pole .0 ••� T ES 527.6 Aond Gravel 526.54 Floo : ( 5211.0 TW cell 14" emlock 526.56 Flo / - .••'' • /*♦_' r zes= 1.2 529.4 526.1 N ....... 1b� /' ••.0�� ••�+�rrr yrclE 527.8 N .D... ~• 525.1 526.56 Fbor LP 7.5 To Ees Rock Wall 5 Pole 526.7 525.1 526.56 Floor}' 0 Notes: 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 EXISTING CONDITIONS EXHIBIT Job Number: 22010 ° 1 / \ 1. This plat Is based on survey prepared 10-26-2018, 06-14-2021, 10-21-2021 and this date. aLic. No. 2576 Date: ,��.� e� �i o° Rail Fence April 8, 2022 2. No title report furnished. utilities and easements other than those shown may exist. ��•�87 0444 yy-'---�� 0 77 �: TMP59-15 86.82 .y y � Revision: 3. TMP 59-15A and TMP 59-15A1 are subject to the following: -r-' 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 Landcraft, 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, KITinia 22959 OHT = Overhead Telephone 434-293-2583 Traverse PC Scale: V = 20' Sheet No.: copyright © 2022 by Woolley Engineering C200 2of20 RELOCATE EXISTING POND FILTER HATCHED AREA DENOTES ALBEMARLE COUNTY DEFINED CRITICAL SLOPES 0.60� s Pnlp / �i * 15" poplar walnut OR\ 3907309.120/11463623.028 REMOVE EXISTING LIGHT POLE , REMOVE SELECT LANDSCAPE POI , , , , / 38 poplar , REMOVE EXISTING ELECTRIC LINE GQu \ �`, RE -SHAPE EXISTING GRAVEL rtle , / •�`,• PARKING AREA / , , APPROXIMATE LIMITS TO REMOVE / AND REPLACE EXISTING ASPHALT `,�`,� APPROXIMATE LIMITS TO MILL AND REPAVE EXISTING ASPHALT REMOVE EXISTING CONCRETE WALK / myrtle I ` (OPTIONAL) i j *,Myrtle *tree dbl dogwood 5 dogwood 519.8 ( db✓magno / tree I S S j/ tree myrtle � � \ o shrub \ •%``. 3 do Cod / \ \ 23 hardwood /+r \ \ ` " fl° Pd �b tree / Pole yr e myrtle 6 dogwood � \ \ \ � shrub myrtle \ -----------'` myrtle oo \ shrub�- 0 z 11 hemlock dbl hemlock �oC�d Ge hemlock ' dbl hemlo tri hek 7" hemlock tri hock hemlock Z12" hem ck P dter O } \ 14" hemlock \ . Myrtle 12" poplar 8" poplar 10" cedar 16" poplar 8" poplar 14" cherry = . '18" walnut 18" walnut 10" poplar 18" walnut E= wall REMOVE EXISTING GRAVEL j\ REMOVE EXISTING UTILITY POLE \ , AND BURY SERVICE LINES \ / (BY OTHERS) 12" waln� 24" guml/,// � \ •16" ce r \ o 8" walnut Is, �1 �/9\ A �O\ csG\, o,� 18" walnut 8' *20" walnut TMP 59-15A 1.98 Acres rem shrub \ \ \\ �c \ dogwood Pole shrub o %3 trek STAIRS VAND IWA KWAY Grovel 1 tree /� \ REMOVE EXISTING BRICK WALK boxwood REMOVE EXISTING STAIRS oKod / 24' pin oak PI boxwood / \ ' 0 1 Desk dogwood \ o \ \ bo wVod \dogwood / �c 777 \ / -olio b ad l '%'_ i__ J \ / +Ll` 521Z d lop 3 \ \ / \ Pole dogwood A RELOCATE UNDERGROUND ,PROPANE TANK (BY OTHERS) \ \ Exposed Rock crab apple EXISTING POLE (TO REMAIN) 6" walnut 10/ 12" walnut \ 12" walnut O � P tg Qo3\ m EE 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 z Q) LLJ _J W C� L LLJ 121, Q Q n` IL O Z O U SITE DEMOLITION PLAN Job Number: 22010 OP k U ERIC W. WOOLLE A LIC. NO. 37088 a 0 6-21-2022 �svW �SSrONAL ' � -1 Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10' Sheet No.: CIO 3of20 copyright © 2022 by Woolley Engineering 1 Stor r /nx i RELOCATE EXISTING POND FILTER AND EQUIPMENT WOODEN ENCLOSURE 0.60� Pnla / / 3907309.120/11463623.028 POST MOUNTED LIGHT FIXTURE SL1.0 / CURB RAMP Pole MILL AND REPAVE ENTRANCE / (OPTIONAL) i FLUSH CURB / / REMOVE AND REPLACE PORTION `. / / \ OF EXISTING PAVED ENTRANCE �`% ` VDOT CG-3 CURBING (TYP) / r1 Q\ `% OJ' tc0'�/ S Q, `` CURB TRANSITIONS FROM FLUSH // / oJ5�85/ 05rI �`%, CURB TO FULL HEIGHT CG-3 CURB , / QQEi\ , °� \ (1) HANDICAPPED PARKING SPACE WITH ACCESSIBLE AISLE. DEFINED BY SEPARATE BRICK COLOR AND HC PARKING SIGN. ASPHALT SURFACED PARKING LOT SEE C7.0 FOR DETAILS WOODEN ENCLOSURE FOR HVAC L06 /' BRICK PAVERS WITH VDOT CG-3 03 I ,/ 'SS CONCRETE CURB L500 COTTAGE STAIR DETAIL •-7 0 r / 18' (TYP) \\ 7.2' �O 3'� 9' (TYP) I \\ Fofo�Pa �`•�,` CUT EXISTING ) \\ cP `, ASPHALT HERE / 9 ARKING SPA S \ -__� 19' ��� A/ / 34 / 0 0 '/ 7 X Existing 1 Story O Frame 3, / 8 5 22' 33 5.6' �� 7 23 otok 4 0 O° / /' o - / 9 23' � "�� ° � 20' WIDEN AND EXTEND ASPHALT / ' 1 / PAVED ENTRANCE nd 10 Ex. Rock Wall LEGEND \ EDGING (OPTIONAL) L500 / 1 3\/� APPROX. =APPROXIMATE 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 \ \ I NST = INSTRUMENT JB = JUNCTION BOX PVC = POLYVINYL CHLORIDE PIPE \ BRICK LINED PATHWAY RDL = ROOF DRAIN LEADER SBL = SETBACK LINE s SQ. FT. = SQUARE FEETOHT TOW = TOP OFTELEPHONEALL OVERHEAD TYP = TYPICAL WL = WATER LINE \ ? = UNKNOWN OR UNVERIFIED LOCATION \ LINE LEGEND oho\ TMP 59-15A 1.98 Acres = PROP. CONTOUR C =CONDUIT FD = FOUNDATION DRAIN p =GAS LINE Te� r . ...... _ _ _ = LOW VOLTAGE ELECTRIC — SS— SS— = SANITARY SEWER LINE ® =STORM PIPE \ — UGE— = UNDERGROUND ELECTRIC LINE \ WL =WATERLINE \ Exposed Rock 0 1 0 / O (4>, f 31 Htr / ti� cL WAYFINDING SIGN LOCATION 0 0 Oi 0 25' (TYP) 07. 19.0820, o KOI POND BYIOTHERS) 5.8' 12.2' 6.5' ! ' ( 15 > / / os FX Ro \ 27.5 / /' \ L05 WOODEN EN OSURE FOR HV C ok boo R �, 1.1 4' � Existing o Frame / RELOCATE EXISTING uildi g / / / GRASS PATH \ 1 / / FOOTBRIDGE 18 \• 07 / L500 BRICK SLOT TRENCi DRAIN 17 \ STONE DUST PATH WITH STEEL 059\B EDGING (OPTIONAL) L500 , // 49' GENERATOR LOCATION / ( 40 > \ SL1.0 PATH LIGHT (TYP)17 \ PROPOSED 20' WIDTH PRIVATE / DRAINAGE EASEMENT Brick \��� 10 0 10 1 Stor r /n�• i scale: 1" - C u E 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 QZ z LLJ J LU C� W 121, Q n ` ILL O � O_ Z O U SITE LAYOUT PLAN Job Number: 22010 OP r, O � U ERIC W. WOOLLE A LIC. NO. 37088 a 0 6-21-2022 4,W �SSrONAL S Gti Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10' Sheet No.: `2 ,30 C400 4of20 copyright © 2022 by Woolley Engineering A90749.126/ 1146623. 6 38 poplar \ `�,� CORNER OF THE COTTAGE e�� r 0 6 / \ \ SO 52S \ 5 � myrtle \ I � � \ \ `myr23 Fe E , / \ tree / ° dbI dogwoo 5 dogwotSd — \ \ \\ ,� \ &0 / �0 6' / //� \ agnolia / I A , N 526 \ ° 23 hardwood \ °�P \ \ "- --�`' / cb / L —T� 526.63 TBC S G \ I P \ \ rb \ N� / Sc�j� / 5.98 FLUSH CURB 0 0 �o C tree (3) 5-1/2" RISERS >525.98 co GRADE BREAK (TYP) 7 CURB RAMP 54 25.64 f 25. O 526.17 27 c`° 525.83 20 2 0 89 527.60 527.54 TOP \� OF STAIR \\\�*5_26.02 — — — S2� S/ // + 525.99 / 527.53 �ry'o 59 26.55 (I L16%\ S i 26 SS 3�E � 26.51 \ ,9 0 \y 26.4 0>>9 V\0 I 26.40 526 PAVER INSET 29 SCALE. 1 = 5 526. NOTE: CONTRACTOR SHALL ATTEMPT TO MINIMIZE FILL IN PROXIMITY TO THE EXISTING TREE AT THE NORTH EAST 6" x 6" TIMBER RETAINING WALL TOW = 523.25 BOW = 522.75 LIMITS OF DISTURBANCE (TYP) g2 / 5 0 / 87 \ tree o 52 .64 1 23.20 LP Existing / / I 1 Story Frame ��/\ 1 hemlock \ O I SpS 1, FD FD Y FD D— I I , // r3 D F 524.25 T + 525.26 / dbl hemlock xSS0 24" pin oak \ v dbl hemla� .37 trm�ck� 0 ° / 0.602 tri hock / '' ( ��yso/ dogwood �s. A . l�hemloc ° / ° o�2 ,4� / / fruit I \ hemlo J ° \ \ h +, 24 0PnIp 1/ C/ I / /�~ „ �/ \ qd I ,5 .45 / / \ dogwood < \ </ 5 14 he lock ,NS Al fi t.,, ��qC / /Z� 1%, N Rock Wall Myrtle i i J 33 i — 533 524 dogwood r / / NOTE: 5\ � / c \ / // // %/� \\ SEE VICINITY SITE PLAN SHEET 535 536 \ \ \ 100 FOR ADDITIONAL SPOT \ ogv 'Yoi, x 4g /// �// ^ \ \ \ E EVATIONS \ E 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 FLAN AMENDMENT W Z z LLJ LU C Q � m ll Q Q n ` LL O O Z O U 53/ 2" walnut uildi 540 —� �/ Job Number: l— / 1�� 41\ /�2\ �h2�\ \ \ c'\ \ 22010 / /I \ fH�F 754� / 529. \ \ , \ \ L�l/� i/ I / �peple / / � / b30� \--�� ' \` N ERIC W. WOOLLE� LIC. NO. 37088 212" walnut 546 ' 7 530 15" poplar 54S \ \ \ \ 0" cedar Date: 549 � 4 �� / � \ \ \ 0 Sc' 16" poplar �� 5 0 \ Sq A 20 TMP 59-15A / // \ bl walnut \ \ \ SN April 8, 2022 550 -9 & 1.98 Acres 8" poplar — 5 � � _ _ � �— y �� S'�c \ // \ � 0 5 \� �cs G� \ \ /6° walnut I \ \ Revision: w \ \ \ \ \ June 21. 202' walnut 8" wain ° \\� — 5 ey0'� S �— \S 3 2 ✓ 5-4 52 \ \ \ \ \ \ \ \ E / / I 15- 1 '�\J s \ \ \ \ s % 14" cherry 50"Spoplar 12" w Inut ° 18" walnut 18" walnut appl\ 5„ dogw \1nut \ I I 6 alnut \ \ \ \ 559 E osed s • o \ \ I I \\ 1&" walrut \ A \ S\V \ I Brick2T-wa18° walnut 0 o N9 \ \ \ \ ° \ \ \ \ \ \ \\ \ \ \�) / ,�" ✓ A1 11 StO�ry ,S>� \ \Scale: 1 =IC Scale: 1 " = 10' 52 \ Sheet No.: C401 S� 319- 5of20 copyright © 2022 by Woolley Engineering 18" walnut i y y i i Vl 5T 91 N 559 sH sORCEMA,1,4 - - Pole S IVTfNUED) 20'-walnut / 60 1-RESERV�A = 2,300 sf (4) LOW PRESSURE DISTRIBUTION LINES / Q� TO BE INSTALLED ON CONTOUR 36" DEPTH TRENCH \ // OJF�,�� G 9" GRAVEL BELOW CENTERLINE OF DISTRIBUTION LINE \ /+ 5� 5� 4" RIVER ROCK OUTLET J G 3" GRAVEL ABOVE CENTERLINE OF DISTRIBUTION LINE 1,000 GALLON MID SEAM CONCRETE // PROTECTION - T LENGTH PUMP TANK - DEEP BURIAL / QP \ ORENCO MVP S1 /2 DM FLOAT SYSTEM / VALVE BOX 2 (TYP) 1 we ZOELLER El91 PUMP LOCATION OF UNDERGROUND , \ Drainfield Area \ 1,000 GALLON TOP SEAM CONCRETE /+/ PROPANE TANK (BY OTHERS SEPTIC TANK - DEEP BURIAL Outfall31 I 24" RISERS WITH LIDS 12" ES-1 / ZABEL A300 12X20-VC-BALL EFFLUENT FILTER Rim = 524.80 �/ / Inv Out = 523.60 ----------� 3907309.120/11463623.028 11 17S ---_ 5Ga----- 2" SCH 40 PVC PRESSURE MANIFOLD \O 92' - 4" FOUNDATION DRAIN I <\ ( �� POST MOUNTED KNOX BOX \ SI _ e 2 \ - _- -� 9' (MIN) o\� F /e / \ p / \`\ ��flo�Po ••••• \ cP O i VALVE BOX 1 (TYP) _ \ Q� Q 5 f C O \\ \ p� /\ \\ o�' •••• � cP \ \x C • \ 20" walnut FNTE: \ 'q5��24, -4" V1Np1NS `' S \ C\ P \�'TIE-IN NEW PIPE TO EXISTINGANITARY SEWER PLAN ,i1 GRA - \- p \ i \ PROFILE ON SHEET C5.1 CCAPPED PIPE ADDITIONAL DETAILS ji' Q`� S Q L \ \ S 4^S C 6A P p 0.602 IRS M SEPTIC DRAINFIELD INSET \N4 \ \ \ AF \ SCALE: 1"= 10' / . \ \AGE\�GF�cGRq�/ C c MH6A pip r� thole q kV4 TYM Rim = 525.25 DI 32 C7 C / ' C \ \ w S qih \ Pipe 9 = 521.80 \ p ( \ Rim = 528.00 /(3 4 QC Pipe 10 = 522.50Pipe 32 - 525.20 C S /I / RDL = 522.65 \ Pipe Pipe 9A = 522.65 OutfCA Pipe 33 = 526.00 34: 15' - 6" PVC / / n p p Pipe 34 = 526.00 32 , ; \� \ 1\ o. YD 34 \ a p \ Rim = 520.20 Rim = 527.50 / C � p o \ Inv Out = 519.00 Existing \''�U be p Pgr(d Pipe 34 = 526.50 � Q � 9.5, \ \ -Filter 1 Story / Frame c �� \ 1Q 2„yop /W�\ o�' YD 33 FD \ \ Rim = 528.00 a �. C a) \ F �i� o DI 5A FD FD FD / C' O Pipe 33=527.00s' ��',W��Rim=524.00 �p DrU FD Pipe 8 - 520.40 Pipe 9=520.60 RDL=521.35 Ex. Outfall 3�i J YD 7 DI 5B 524.40 \ G / \ wG /' //// 3 19-ES-1 Rim = 52 RDL = 522.00 w be, �/ // ek Ri9v� t 51 \ 5j / J N� /\ \w / �p//// //fivOut=518.95 vQ\Qo 0e Pipe 10 = qC DI 61 Pipe 8A = 522.00 �q 0 / \ / N� / / / 4" RIVER ROCK OUTLET Pi e Rim = 524.25 0P F ° / / PROTECTION - 31' LENGTH o(,ok R D 9 527.55 / RDL = 523.25 Q pe O ipe 8 So S/ / L // y III �g Pipe 12 = 526.05 Pipe 9A = 523.25 I / \ R RDL = 526.55 Pipe 12: 23.6' PVC p X ( 5A 4 S yOoF / / +e / / / / CA PED PIPE PE TO EXISTING \ O 62'8ep,3,pipe\ \// / /' EXISTING WATERLINE APPROXIMATE O C Iq. / LOCATION SHOWN. CONTRACTOR \ /S on 1 O I D PC/' SHALL FIELD -VERIFY AND NOTIFY p o, 4- �P RDL 13 / //// // ENGINEER OF ANY CONFLICTS \ < 0� Rim - 526.20 \ g YD 8 11 U Pipe 19 - 525.20 1 a / Rim 526.50 - a Pip 1 1 = 523.50 Q z 6 19• / / / x. DI 4 Pi e 12 = 525.00 a o 203, ? hh XR / / 4 �// Rim = 522.00 C7 pe 13 = 523.50 S/apQ� 6'•p� O j / �a�' �,ZO Pipe 2 = 519.20 TIE-IN NEW PIPE T(DtXISTING Pipe 8 -519.40 c / Pipe /3=519.40 \ Ex. Rack wall Oct, - RDL 12 . / CAPPED PIPE / STORM SCHEDULE 4- \ APPROXIMATE LOCATION OF ° e 2 Rim = 526.30 k�\\ QR / / ' \ UNDERGROUND KOI POND \ E Pipe 25 = 525.30 pipe / / \ EQUIPMENT TIE-IN SHOWN. \�G ✓� o \ F,pe pVC 8.3�3'. ' //v/ \ H (INSTALLATION BY OTHERS) �bGe ' �a \U� N 5.3 6 , /? " \JU✓/ / YD 16 � `o (� / // Rim =525.90/ RDL 10 / Pipe 18 Z1.40 LEGEND 1\ \ \ f Rim = 526.40 _h �o / Pipe 21� 521.60 °Ge Pipe 17 = 525.40 ,S. / �- // Pipe 6 = 524.70 APPROX. = APPROXIMATE YD 10 13 \ ` Cb / a BOW =BOTTOM OF WALL \ Rim = 526.20 CO = CLEAN -OUT 10 Pipe 13 = 523.70 \LGf m A. ^?ry / / Gam/ ///// \ (2�1�DL = 524.50 CONC. = CONCRETE \ Pipe 14=523.70 YD 11 a �; // 7 /j ///// 15 ) / DB = DEED BOOK I Rim = 526.00 DEL = DOUBLE \ \ Pipe 14 = 524.00 YD 12 DI = DROP INLET Pipe 15 = 524.00 Rim = 526.10 ook ko// ;. / pipe O pi // �/// / Ex. DI /5 DIA = DIAMETER 0 � (2) RDL = 524.50 Pipe 15 - 524.60 YD 13 uc`.•: . a;: ?S- 2q. _>2S,pe2? x ti g / / Jr/// / I \ \ Rim = 526.10 Fame a / RinY 524.00 OHU =ELECTRIC OVERHEAD Pipe 16 = 524.60 ,,:_;.,hC pV , / Q \ ELEV = ELEVATION I RDL = 524.60 Pipe 16 = 525.10 \� ; ,:. C uildI g / //�i jr�ie 3 = 520.00 EP = EDGE OF PAVEMENT \ Pi e 17 = 525.10 p 1 g ..:,..: , / V� / / Pipe 18 = 520.60 EQUIP. = EQUIPMENT 1 EX =EXISTING /' ' / / Pipe 4 = 520.20 \ b� / / Ex. 4" = 523.00 FFE = FINISHED FLOOR ELEVATION YD 19 HDPE = HIGH DENSITY POLYETHYLENE PIPE \ 18 HVAC = HEATING, AIR CONDITIONING I Rim = 526.00 INST = INSTRUMENT \ Pipe 24 = 525.00 / \ / (2) RDL = 52500 / / JB =JUNCTION BOX + to \ Pipe 25 = 525.00 YD 18 � � m526.10 SID 2o PVC =POLYVINYL CHLORIDE PIPE \ . Rim = 525.85 // / / ) R e 35 = 524.95 RDL = ROOF DRAIN LEADER Pipe 22 = 524.50 / Pipe S / ID Inv = 525.20 SBL SETBACK LINE \ Pipe 24 = 524.50 / / C � / Q , YD 17 / \ / ID Inv = 524.95 SQ. FT. =SQUARE FEET Q Pipe 23 = 524.50 2 OHT = TELEPHONE OVERHEAD S� j \ Rim = 525.75 TOW =TOP OF WALL �p 9' Pipe 21 = 522.75/ p / / SD 21 TYP = TYPICAL f 96 F \ Pipe 22 = 524. / Ex. DI 40 / \ Rim = 526.10 \ WL = WATER LINE �,�° / Rim =01.00 Rim = 526.05 ? = U/ \ \ NKNOWN OR UNVERIFIED LOCATION Pipe 23 = 525.20 S \ rr0 \ l�°" / / 40 ) Pit�Pipe/4 - 523.50 e 5 = 524.00 ID Inv = 525.27 LINE LEGEND \ 2JC, \ A 20\ IMP 59-15A / // JPipe 6 = 524.50 \ ID Inv = 525.05 = EX. CONTOUR \tiro 9Q (�s 1.98 Acres =PROP. CONTOUR S °LCFAG\ // /// // 0 \ APPROX. LOCATION OF 6" C =CONDUIT \O,pc" S'�TBc�Qi // // / C = FOUNDATION DRAIN \ CORRUGATED PIPE OUTFACE \ WITH UNKNOWN ORIGIN. p =GAS LINE ��/qx �C� \ , /// / 0 TIED -IN TO SIR 15 _.-.-.-.-._= LOW VOLTAGE ELECTRIC f -SS-SS- = SANITARY SEWER LINE =STORM PIPE _®= UNDERGROUND ELECTRICLINE fTiC'O WL =WATERLINE 'z- // / CAPPED STUBOUT FOR FUTURE EXPANSION OF DRAINAGE SYSTEM. AFT IA,- ///-7 / / 0 PROPOSED 20' WIDTH PRIVATE (41 > // DRAINAGE EASEMENT / Ex. DI 41 / 10 0 10 20 30 0 Rim = 5,39.00 Brick Pipe 51= 533.00 Scale: 1" = 10' / ) 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 - - - 519.40 - - From 15 5A 24" x 24" DI 524.00 523.40 523.40 50.4' - 15" HDPE - - 521.35 - - From 5B 5B 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 - - (2) 522.65 - - RDL & 6B 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 1 1 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 7- 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 Outfall 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 E 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 w CC L W cl,Q v Q n ` LL O C) Z O U SITE UTILITIES PLAN Job Number: 22010 ERIC W. 1YOOLLE; A LIC. NO. 37088 L o 6-21-2022 G �rONAL E r Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10' Sheet No.: C5e0 6of20 copyright © 2022 by Woolley Engineering E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com A @ } Owner: Ivy Road RE LLC O 800 E Canal Street Ste 1900 Richmond, Virginia 23219 N Landscape Architect: Lu Anhold Associates 8311 Rockfish Gap Turnpike Greenwoox. d, VA 22943 434.882.3420 anholdla.com MAJOR SITE PLAN AMENDMENT Length (ft)00 }530.00 LO 0 l^' `1 4.7597 W V N LU 10 717 z L1J J \Uj000 / L W _� mal al n ` L.L_ i Z Length (ft) O UOR Co ztz t 530.00 C) a� Lu CN STORM Q. Em DRAINAGE PROFILES Job Number: 22010 Length (ft) zx oG F o� U ERIC W. WOOLLE� A LIC. NO. 37088 a O� 6-21-2022 �svW l �SSrONAL ECG04 Date: April 8, 2022 ztz 0 Revision: June 21, 2022 a� 525.00 LuN CA Scale: 1 " = 10' Sheet No.: 01 c5e 1 Length (ft) 7of20 O ___ i O• P N u'� o` II EXISTING GRADE (TYP) � � 535,00 � -- II W 535,00 PROPOSED GRADE (TYP) � � £ •�/ - I -� _�/� ��� --- 530,00 � 530,00 � Co a) N eog oN 0 0� v � II - o E S25,00 O N N - o II ° � 'HDPE ___---- o � M E - - > _ N ---- ---- Pi e 4. 5T 18' - _ -- - -- � O E ONlY � II W - ------1---� 0000 O "' 'Ex Pipe: 12" E @ 0.72% Pipe 1: 70' - 12" HDPE @ 0.72% ' ° � HDPE @ 0.57% _-�/ I I Ex. Pi e 3: 34' - 18" HDPE @ 1.76% I _ ------ --- ------------ --- 520,00 ---- Ex. Pipe 2: 44.2r'18" ------------ --i-- ��� 520 00 ---------- _ _---------__ I ��� 000� QQQ ddd O P P h W ^ P P P h h h P TIE-IN NEW PIPE TO EXISTING PIPE WITH OUTFACE (SEE C5. FOR PLAN) � Q II II II M � � v 515,00 � NAM Q� Qw 515,00 Q -� Q � �, � QQQ .� C M d d d � 10-YR HYDRAULIC GRADE LINE (TYP) •� N 3 II � II 510,00 � N � ° 510,00 10+00 11+00 12+00 13+00 535,00 535,00 o � N � O � M n M O � ON O N `O h O N O iNi7 0` O N O p O M I I Op `� P �p I� .p .p N 8 N O+ II 'It II II 530,00 � N CONCRETE CRADLE - h > N II + > + �.� W II W II W O w � w N M II W N� II II W I LL J O� M N �a'itQjIIW�;P-V� = O E 8"PVC@4.95 I� - -- - - -- - - - b• 7 - 1 P Ip p ° � ---- -_-- ----------------------------- -- Pipe 10: 38.3' - 8" PVC @ 1.22% h pipe 15' 10 8" Pipe @b 83% PVC @ 5 2.6 ° HDPE @ 2.09% - ---- - -- -- - ipel3'62' 8'Pie 14 18 9 8" PVC @ 1 52% PV @ 5 96% PV C Pipe 8: 50.4' - 15' HDPE @ 1.98% Pi e 9: 57.3' - 12" p - - - - ---- -- --------------------------------- 535,00 535,00 � O O � � M OO o co 00 O O N � M � `0 N O - II + I I II II � � � O II � - N + + Q W m II W � � WC � II WC II W CoO� � II WC II O � � a II W E � } v� a �' II p O E � � O E N 0 O E �> p G .� p a O E }via NNa NNa v) II W __--- --/ _- 23b:23' SD @ 1.10% -/ 525,00 p � � - - - ' 5' 24' 12. b'0000pl e 25' r> _ Pip 0: 5.3' - 6 ,� Pip ipe22:12.5'-b" C@4.03% o o ��� PVC@2.01% pipe 23' 11' 1% 5 ° � p @4.19% � pi e21:32'-8"PVC@3.64% PVC@2.00%00���� � PVC@3• Pipe 8:30.3'-12"HD E@2.66% 000 WP � _-- --_-__-__-_--Q VO Qp--___-- 00 ^N NNN ��� v) 0 NN ��� NNE 520,00 0000 �� 0000 II II II NN N ��� NN hh M 520,00 V dn� N Vv7nh �v) Q hhh 0000 NNNN OQ a NNNN N NNN ��-. � II II II N O MONO v)�ry v)v) Np v)v)v�v) NNN NAM (MV4 000M II II II II NN II II II II �� QQQ NNN NN v)v)v)v) aO-O� QN Q. °0-O� I QQ aaa 014 QN -NN(] d CNN!] QQ � Q II II II II 535,00 535,00 � o e co o `? e O+ W � P N O 8 � O O � � � � P � 530,00 S� M �.� °.�-� II � � 530,00 --h M �° II 19.5' -b'^PVC@5.17° o`er pipe34:15' o II Pipe 33: b"PVC@ .32% O �� Pipe32:79.5'-12"HDPE@2.01% 525,00 ---------------- OOa o -- ----- ------------ -------------------------- copyright ©2021 by Woolley Engineering E 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 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 anholdla.com MAJOR SITE PLAN ccg AMENDMENTSta 20+23.60 10 OV -I. Q W Z z Q) LJ W CC L W _� Q v n ` LL Q � O Z U SEPTIC PLAN & PROFILE Job Number: 22010 zx oGjU o � U ERIC W. WOOLLE� A MC. NO. 37088 a O� 6-21-2022 �svW l �SSrONAL ECG 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 \_- S �\�o Z Ao N J 45° BEND Sta = 22+33.86 45° BEND S � h ��2 s2d''I'66� � 5 9 2• �Cti � � LIMITS OF EXISTING TREE REMOVAL � � �o� �CC�� mN /� � � lea ��"_�- �g•gZZ Frot�ry 1,000 GALLON SEPTIC TANK Sta = 20+76.53 /�bq`L� 53� � 24 FT _ �!� 2"SCH 40 PVC GRAVITY MAIN \ . � PUMP TANK 65°17'28" W � Sta = 20+86.53 � O 27.49 FT - 2" SCH 40 22.5° BEND �Sta=21+26.94 PVCFORCEMAIN RK\NC' 45° BEND Sta = 20+99.44 / 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 O Q E O) � a � � d � O 500.00 0 � � � M Q M Q �+ �_ � o � � � � 500.00 �O n � O h h V CO P V O CO M n P V `O N `0 N P h- �7 `O �!1 N M N O N OJ N O M OJ I� O N O O O P O N ± °+ N O) + N J ±-a � + J o + J Cl) N N-a N� N N� N a N a N N C m N� N� N-a om o f o� o f o0 00 0 o a o f o° o f o f om O° O� a- O� 00 OO 6 0 a� O� O° 20+00 21 +00 22+00 23+00 copyright ©2022 by Woolley Engineering !"E.0& "TP R 1000 GALL CAST ON TOP SEAM TANK ✓♦ p 27 MAXIMUM BURIAL DEPTH 3 FT. 1I6 24 .' 4" CLOSED END 41NCH PRESSURE BOOT SEAL SEALS IA57M 1227) AINLET �`�� SIDE VIEW 71" SEPTIC TANK � 55 " WWW.HANOVERPRECAST.COM I —� • 4112" r T '0R 12" NOT TO SCALE 9911 ZI" w 24"�. NOTE: DEEP BURIAL REQUIRED ConSeal CS-102 3/4" MEETS OR EXCEEDS ASTM C-990 MEN 4" CLOSED END BOOT SEAL A, T 923 � OUTLET 53" WEIGHT 12500 LB. INLET AND OUTLET HAVE 4 INCH .`TOP VIEW GXGX10X10 REINFORCING WIRE CLOSED END BOOT SEALS. MEETS �\ 4"PVG COUPLER OR EXCEEDS ASTM 1227 & 923 n NSPEGnOWF+1Rr ON SIDES. TOP HAS #5 REBAR SIDE INLETS HAVE PRESSURE SEALS I' 5000 PSI CONCRETE WITH FIBER NO RUST POLY HANDLES 24"1NCH ROUND FOR SECONDARY REINFORCMENT TAPER MANWAY "THIS DRAWING IS THE PROPERTY OF HANOVER PRECAST INC. OF ASHLANC•VIRGINIA. ITIS 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 110VDD12 (804� 798-2336 FAX (804) 798-2339 JANUARY 2015 PAGE 2 1,000 GALLON SEPTIC TANK DETAIL n.t.s. BRICK PAVER EXPANSION JOINT SEE PAVER DETAIL � \1 a c a` Q 8° G ° a COTTAGE STAIR DETAIL N.T.S. SEE PAVER DETAIL WIDTH VARIES (SEE PLAN) a 2' MIN. 4- Q a a g 6" MIN. 4" MIN. #21A STONE BASE #3 REBAR (TYP) 8" 6 x 6 - W2.1 x W2.1 WWF NOTE: PRECAST DEEP BURIAL 1000 GALLON MID SEAM PUMP TANK REQUIRED BRING TO GRADE WITH USE SILICONE ADHESIVE E-Z SET POLY RISERS BETWEEN RISER JOINTS JOINT DETAIL MAXIMUM BURI _ +'-- 24"-+— 4Lt DEPTH 241NCHS TOP HALF i OF TANK 11 INLET " ! 12" 4" HIGH PRESSURE ) T SEALS (ASTM 1 HIGH PREM OUTLET I SEALS(ASTM 1227 i SIDE VIEW TANK M HALF OF 69" 11 TANK Con5eal CS-102 1" 54" 49" 53" AMEETS STM OREXCEEDS WWW.HANOVERPRECAST.COM 34" -990 21.64 GALLONS PER INCH' APPROX. WEIGHT i TOP HALF 4,500 LB. BOTTOM 4,500 LB. r � fF 1i�" NOT TO SCALE +OR-10" TOTAL 9,000 LB. 9911 y INLETS & OUTLETS HAVE 4 INCH TOP VIEW HIGH PRESSURE PIPE SEALS „ MEETS OR EXCEEDS ASTM 1227 62 24" E Z SET 6X6X10X10 REINFORCING WIRE (10 PSI) POLY RISER 6000 + PSI CONCRETE WITH FIBER T USE 30" RISER FOR DUPLEX PUMPS FOR SECONDARY REINFORCMENT "THIS DRAWING IS THE PROPERTY OF HANOVER PRECAST INC. OF ASHLAND,VIRGINIA. ITIS 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 V0112012 (804) 798-2336 FAX (804) 798-2339 WWW,HANOVERPRECAST,COM JANUARY 2015 PAGE 271 PUMP TANK 1,000 GALLON SEPTIC PUMP TANK DETAIL n.t.s. 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. SLOPE NOTE: CONTRACTOR SHALL INSTALL BASIN PER MANUFACTURER'S SPECIFICATIONS. YARD DRAINS N.T.S. SQUARE GRATE 2" SM-9.SA 6" COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBI 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 8' 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 SUBBASE SOIL EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) ANCHOR BOLT HOLES PER PLAN MANUFACTURER 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 i/z" HEAVY #3 TIES 12" O.C. WALL P.V.C. CONDUIT (EXCEPT @ 3" O.C. FOR TOP 2 TIES) 3 FINISHED GRADE t iIr I. BACKFILL AND SEED 2'-10" ,• TYP. 3'-6" f' INSTALL ELECTRIC WIRE AND 1" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE 5/8" X 8' _ COPPER -CLADS 1'-ti" 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 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 FLAN AMENDMENT Q W Z z LU J LU W m CL Q v Q n ` LL 0 O Z 0 U GENERAL DETAILS Job Number: 22010 11 oERIC W. WOOLLE; A LIC. NO. 37088 L o 6-21-2022 G ►70NAL E% Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10, Sheet No.: copyright © 2022 by Woolley Engineering C700 1 1 of 20 CP/) I / � -04' 0„ _ _ 80' RTE 250 £_ OA 255 Paved Enironce I CQ) ��� I \ u I I s x, / EXISTING ASPHALT PAVING AT ENTRY SEE CIVIL DRAWINGS Chi ASPHALT PAVIN �E CIVIL DRAWIN 'OF CURB SHALL BE FLUSH / 1 gDJACENT ASPHALT AND BRICK \ PAVEMENT NN IONS ON CIVIL ANSITIO \ // RICK PVMT. 2� PKGAC"'AN[) G SIGN, . SPE 0 RE AA; BRICK PAVERS - SAN > v i i � / DELINEATED BY� 4 0"�� `L500 RAIN INL / PAVER COLOR INLET TOP=522.00 / S\ / SEE CIVIL / I L500 BRICK PAVERS VEHICULAR �\ LIG Y 5I� \ v i O PORCH STAIRS, SEE O I i \ I l EXISTING TREE TO REMAIN A PARKING SPACE ARCH. DWGS. E / / I:50 MAX. SLOPES 2'-6" RC DOD E Los �IR FOOJi HVAC — / ROTHVVAYS A —TA ,SEE L500, / / IZ I \ rKG '' AISLF 06 2,_6„ r 7'0, / /� / LIMI S OF VEHI ULAR \ WOOD ENCLOSURE FOR HVAC lop\ I /I / I i / CIO BRIC PVMT. \ — — L500 SEE ARCH PLANS FOR ALL BLDG. LANDING \ G� El V BRICK 5 A RS WIT \ 52 DIMENSIONS AND ELEVATIONS, TYP. dI \ / METAL ILIN 5 , LIGN C.L. OF WALKS THE COTTAGE DS TAVERN 524CONFRMSILL AWI HC.L OF DOOR /I, � \\ / I ACTUAL FFE OF FRAMES, TYPICAL FFE EXISTING PORCH=527.60 ❑ HYPHEN BLDG. CONTRACTOR SHALL CONFIRM / \ \ 02 02 CALCULATED AS BRICK PAVERS -SAND SET BRICK PAVERS -SAND SET / / / I � ❑ L500 L500 526.40 52 0 / / \ ALIGN C.L. OF WALKS DOOR ING, E 7.10 WITH C.L. OF DOOR +5 +Sf 26.15 ARCH. DW / \ o FRAMES, TYPICAL / / I ADA ACCESSIBLE ALIGN - TRENCH DRAIN, ADA VAN PARKING SIGN. O SEE DTL. 526.05 \ .EDGE OF LA N MOUNT ON 4 CEDAR ROUTE IS PROVIDED AREA. SEE POST. I " 6„ \ 526.10 - — — — + - 1 5.95 PL�dNN�N PLAN /n // TO THIS DOOR. / ✓ 'GRASS THE PLAN ASSUMES THE FFE / / V Pi�TH SHOWN BY THE SURVEYOR LANDSCAPE ME OW\ REPRESENTS TOP OF / I0'-2" \ I \ SUB -FLOOR. / \ 526.30+ 3 \ ACTUAL FFE OF ADDITI 3 0" Q / I I / / / — ` \ S �//\ \ \ PAVEMENT K E Y O / / / \ \ \ \ 7,„ \ CALCULATED AS 526.62 J= 33'-0„— PR P SED 95 ALIGN \ LANDSCAPE LIGHTS. SEE ALIGN C.L. OF WALKS WITH C.L. OF DOOR / KO OND co CIVIL PLANS, TYPICAL. o BY T RS FRAMES, TYPICAL 9 \ SECRET GARDEN \ / 1 ��/ \ \ \ \ \ \ PROPOSED SAND SET BRICK PAVERS 17'4" I ////i /./ ` `\ Sri ✓/ // IDS ° EXISTING BRICK PATIO I C-) L 00 STONE DUST PATH / T WIDE WESTERN RED CEDAR k /Qj WOOD STAIRS. SIX (6) 8" RISERS WITH 12" TREADS. BUILD LANDING \ OVER TOP OF WALL BY OTHERS. SAND SETjBRICK S3 1 O I \ \ \ \ \ \ \ PAVERS1✓ Uj� I \ \ \ \ \ RQGk EXISTNIG STONEWALL \ n/ Ull \ TO REMAIN, TYPICAL 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 Q) Z z QQj Lu W <� L QLu ~ CL Q Cr) Q) -4., LL_ O � O Z O U SITE PLAN Job Number: 22010 NLTH OF � G U DAVID T. ANHOLD > r Lic. No. 00311 June 21' 2022 �w� �rcAP E AR 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 C� IC 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' ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT CMp - 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 --- --- 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 \ BEDS SHOWN ON THE PLANS. THE CONTRACTOR SHALL THEN O 0 0 PROPOSED NATIVE GRASS \ POWER -TILL THE PLANTING BEDS TO A MINIMUM DEPTH OF 12-INCHES TO % O O AND WILDFLOWER PREPARE THE PLANTING AREA. O i O 0 O �A - 10. AREAS/BEDS SHALL LIMITS SHOWN DOUBLE -GROUND THE PLAN !/ O O O O HARDWOOD BARH O ! O''O O MEAD - O 0. Q Q O _ O O 0 0 O 0_ ---� O S 11. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT 0 Q TIN RAC � �, 0 0 AND OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. 0 0 0 0 0 ` �O• _- 2 O O O 4 p0cJ�0 12. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND O 0 0 O O O EO O \� ----- ---- Y RO HAVE ALL PUBLIC AND PRIVAT UTILITIES MARKED PRIOR TO BEGINNING O O O O O O O O O 0 0 0 �� 0 0 0 O I CARS �V qD ANY CONSTRUCTION WORK. 0 0G O O O O O O O O O O �} O O- O ---- --- �5, 13. THE PLAN SHOWS THE FOLLOWING: A PLANTINGS TO MEET MINIUMUM O O -0 --O -0 O O (� O O O 4 ALBEMARLE COUNTY SITE PLAN AND ARB REQUIREMENTS, AND B) O O O 0 O O O O O O O O O O OPTIONAL PLANTINGS THAT ARE IN ADDITION TO COUNTY O O 0 O O 0 0 O 0 O REGULATIONS. ALL COUNTY REQUIRED PLANTINGS WILL BE INSTALLED 0 O O O O 0% O O O O Q \ O O O O O O O O O O O - O P PHAS NG DURING STRATEGIES, THE OWNER RESERVES TE PLAN CONSTRUTION. THE RIGHT O INSTABASED BUDGETS LL OR 0' 0 0 0 0 0O 0 O� 0 0 Off, O O 0 0 "0 .� O F,,t on 6 ��\ TO NOT INSTALL ALL OPTIONAL PLANTINGS AS A PART OF THIS SITE PLAN AMENDMENT. O0 00000 O ,ODODOO O x�% 0� 000 O�0 0 0"'"' 000 V Oi STFIlih O O O O O O O A O o c. O O 0 O O O O 0 / /\0 O000?00 0000 �OEt�3 000 0 0�00 000; 000 6 00 0OOoO D�EE,S Oco0Oi 11 O O O 00 O 000 O 00 3�E 0;0 00 000000 Do o O O �0 O OEa ��C IQ000000000 DODO DODO O T®R AN O 0 00 O T �0000000000 000000 000 0 0 O O O O O C��" O O O O O O O O O O 23 BS ALL EXISTING TREES IN THIS AREA TO REMAIN. I 1, / % / / CO , " - /------ , / ai) i THE COTTAGE O ti 5 EXISTING BRICK PATIO N Rock EXISTING KOI POND O DS TAVERN \C; ]g*yam _=�1.-�.,-ME 11.010L. x \. MOWIl x �\ EDGE x \ x LIMITS OF x MULCH BED x I QR3 x STREET TREE -> 350 DM, PLANTEI OC IN SPECIES G \Z \ CC\OF 5 x x x x x x 0000 `10000 _ / 8 BGM 524 -- 4 FGG 6BGM� ?/ / EX. HVAC WITH SCREEN FENCE i1I STREAM SETBACK LINE VIM S % 01/ / 'Ji ° Acot - q:k:"// / \, oi/ l 52 / ,o U ✓ / !v \ 52 r 529 ' Ai' o I i S30 ° j r- \ / 0 / O - /to / 3- 101 4 Ne DRIVEWAY D UWA',% ����►���1 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 MAJOR SITE PLAN AMENDMENT -I. Q Q) Z ^Z^/ Q) LLI W C� L m Q Q pQ' 0 Z •c) 0 U PLANTING PLAN + + PROPOSED DECIDUOUS TREES Job Number: 0 22010 PROPOSED EVERGREEN TREE / SHRUB � �NLTH OF " EXISTING DECIDUOUS TREE U DAVID T. ANHOLD Lic. No. 00311 ° EXISTING EVERGREEN TREE / SHRUB �� 1UNE 21, �20(/2�22�(1 �o' .'ro Date: PROPOSED HERBACEOUS PLUG BEDS April 8, 2022 Revision: Q + + PROPOSED LAWN 6/21/22 PROPOSED NATIVE PIEDMONT PLANT MEADOWS PROPOSED PLANTING BEDS PROPOSED ELLIPSE BED Scale: 1/8 - 1 PROPOSED KOI POND BEDS — Sheet No.: 0 4 8 16 L101 13 of 20 A/V 18» 0MP� OA RO(J�0 /Q'/ i EX T4 G SPECIM TULIP \ POPLAR T __ \ 2S PROPOSED NATIVE GRASSY 0 I 0' 0AND WILDFLOWER 0 d\ ' O MEnDows --- \ O° O d n° 0 O ---- ----52 1 — / °lbo'O °°°�.o�o�°d °0000 O \\` S° \, \\ �S RTE oI Q o°0000 0 00 0 _ g0� 50 ' ° o o ° o_ o o ° o o ° ° O-Q---° o ° o o \`------- ------ �V �, 0 ' ° 0 1 ° o ° o ° o ° o Q, o ° o o ° o.°-c�---0 ------ 255, R�AD / o 0 o a000O-o°' 0,0 00 0_j 0 °0°0 0 ----- 4� / 0 0 0 O 0 �_ O O �---- o -- - _ -\ C) O 0 g , O' O O O 00,000 000� O 00�-� 6" Ll O O 0�\\00000°0 O 0 A--- O �00000o O 0O 0 x\ ; O O O 0 A- / O /O O O 1 t O O 0000O PL€ 00 10 00° O 0 0 J' --- x 45 O b0 R (•� O 00000000 00000 0 k k --- - x \- 0°O° 0,' -''O ' O - v O O O O O O k�, _-- x O O �0�00 -'O O O �11 O O O O O 0� O �c�O k O(� / Q 0 Oi Dow T O O O O O O O C 1^ O O v O' 0 -'b / 0 O It� 0 O 0 O 0/ 0 O O O / / O 0 b 0 C� O V O �o O O O O O O O O O 0 0/ 0 0 0 0 0 0 0 0 0 0 o c o o Cq � O O O O O 0 O O 0 O O O O 0' T®fit (lv 0 O O 0 O Q-' O O O Q O O 0 V O 0 O� O O O O- ;-t� O O O O O O O O 0 k 01 O 0 O O O O O O O O O\ O O O O x O / O O O I O O O O l x'2,' k k A- `X k k ALL EXISTING TREES IN THIS k S�9 AREA TO REMAIN. I , --J k n.n xID ME\NEENEENEEMIN x x ll / , x ° v 31 7� I CHV 5 FGG 6 BGM 3 FGG ?;�.,x, 3 FGG j ARID _\\1 / k k EXISTING TREE , TO REMAIN 37HBW I I , ll`^ l`t\ l` J �• q ":L-i Y ..r ....-I/� / I IV A :r, / 2 ' 20CA,DM,ini LOISC PlIXED �- / THE COTTAGE = - 2 P�- - DS TAVERN I FC \\ / _ I _g 6 RO 3 P CA 5 DM AND 10 4 RO C, MIXED PLANTED 6 / M S i 18" O.C. IN SPECIES 2VAC GROUPS OF 5 -10 68 A S24 125 DM AND 125 CA, PLA TE i NC, — --- PLANTED 12" + 4 IN SPECIES GROUPS OF 5-I OC + + r..; EACH PLANT 6-12' O /' P I- I PBD p .3 PKE '� i! �S + i 4 HB 34 A 3 PMA ,/ o % x x x x x x x x x x x x x x A � x x 7 HV- i i xxIOFIV x x x x xx x x x xx x��xx x xx 108 ANC, -YV x x x SIEOET CARbEN x\ x x x x x x x x x x PLANTED 12„ FLbwER LAWN '�REi4 xx x x \\ x OC x\ S�ED1ElJ wjTH TUR1F x x xv x x x x x x x� N� 'N x D / � I ' EXISTING BRICK PATIO / , NTE + + + o� ; , ,-------- 12" OC LAWf�A + +REQ � / O + I+PA+ + + + + �/ / ' k PLANTING KEY + PROPOSED DECIDUOUS TREES 00 PROPOSED EVERGREEN TREE / SHRUB o EXISTING DECIDUOUS TREE ° EXISTING EVERGREEN TREE / SHRUB PROPOSED HERBACEOUS PLUG BEDS 6 VAC 'I BGM 0� + + + + PROPOSED LAWN PROPOSED NATIVE PIEDMONT x x x x x x x x f`jIXED BULBS: GS,xCV,x o PLANT MEADOWS DS, �iV® AA x x x x x 2 PVC �� , ' �'� �------- + '• ,' x x x xx x xx x x�� x x x � � v, -�•�. -- �• i ,' ,' ,' �30 PROPOSED PLANTING BEDS x x x x x � A A x x x x x x x x x x x x x lix x xx x x x 55 ARID x x x x x x - 530 --- , PROPOSED ELLIPSE BED x x x x x x o 0 C r ® x x x " - Rock Wcl! 3 PBD \2 EXISTING x xx xx x 2 PMA'. PROPOSED KOI POND BEDS 100 ANC, „ / o HEMLOCK x x x CA, 23 DM, AND 50 10�x x x x x x PLANTED 12" OC PLANTED 12 0 , I � n I 5 n �I I xxx xxxx x xx x x x x xGfA tS A PEA x x x x xV�TRR)ANDd`MLY SCREEN TO nj LAWN AREA MIXED, PLANTED 6 REMAIN n x 18" O.C. IN SPECIES ALONG GROUPS OF 5 -10 Rock vN&� S WALL. ALL GRAVEL PATHS ARE OPTIONAL. P --------MP PR P SED KO OND BY T PS 24 AL OC ' 3 BGK,, II / ', � \ 0 4 s 16 -- O, 0 _-- (co 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 MAJOR SITE PLAN AMENDMENT Q) Z Z Q) LLI LL] / L Lco � J ILL 0 I O Z • 0 U PLANTING PLAN OPTIONAL Job Number: 22010 ���ALTH OF U DAVID T. ANHOLD 9 C Lic. No. 00311 y� June 21, 2022 �w ESCAPE A - Date: April 8, 2022 Revision: Q 6/21 /22 Scale: 1/8" = 1'-0" Sheet No.: L 102 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" CONIC. BASE WITH 6X6 W1.4/1.4 WWM SURE -LOCK 16" THICK COMMERCIAL ALU:;O.C.7 ING. FASTEN TO CONC CIS �' N a 4 (o 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 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 16" THICK COMMERCIAL ALUMINUM EDGING. A3622M OR APPROVED EQUAL. SECURE WITH $" X10" SPIRAL STEEL SPIKES @ 12" O.C. N 6„ ,I/. FIN. GRADE 4" 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 — SAND SET 1"=1'-U.. L� 1"=V-1)" VEHICULAR BRICK PVMT. SEE DTL 2'EXPANSION MATERIAL WITH CAULK VDOT CG-3 IN BACKGROUND FOR CLARITY FLUSH CONCRETE CURB VEHICULAR ASPHALT PARKING AREA 7 PAVEMENT SECTION. SEE CIVIL DTLS. WFINIS� a UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN NOTE: SEE PLANS FOR ELEVATIONS. FLUSH CONCRETE CURB 1 "= 1'-0" �M M 4X4 POST. SEE PLANS FOR LOCATIONS. — 1 X 4 FRAME — 1 X 4 FRAME O v WOOD LATTICE AS SHOWN. 1 X 4 FRAME BRICK PAVERS WITH SAND SWEPT JOINTS. SEE DTL. $" EXPANSION MATERIAL WITH CAULK VDOT CG-3 CONCRETE CURB, SEE CIVIL FOR EXACT LOCATIONS VEHICULAR ASPHALT PARKING 7' AREA PAVEMENT SECTION. SEE CIVIL DTLS. ° v UNDISTURBED SUBGRADE OR COMPACTED FILL TO 100% PROCTOR DENSITY MIN BRICK PAVERS WITH CG-3 CONCRETE CURB 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 �� III III v 4" VDOT #21A AGGREGATE AT 100% COMPACTION. LANDSCAPE FABRIC, CONTINUOUS BELOW STONE 100% COMPACTED SUBGRADE 16" X 10-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 FACE IF PROPOSED KOI POND WALL BY OTHERS. SITE CONTRACTOR SHALL COORDINATE ALL SITE AND LANDSCAPE WORK 3„ WITH THE POND CONTRACTORS WORK. BRICK PAVERS SHALL BE BONDED TO CONCRETE AND 12„ ACO BRICKSLOT. CONTRACTOR TO PROVIDE SHOP DRAWING. TRIM BRICK THICKNESS AS REQUIRED. SEE PLANS FOR BRICK PATTERNS AND LAYOUT. ACID RECOMMENDATION IS TO FIX OR BOND £ PAVER TO BRICKSLOT CD£ I u 81 L� EE NOTE 4 TYP. SLOPE TO SLOPE TO ORN. BRICK PAVERS SAND SET. SEE BRICK DETAIL. SEE ,1N PLANS FOR BRICK PATTERNS AND LAYOUT. < CONIC. ENCASEMENT 4 AND INFILL. C-77A 4' 1100m , °d a - \/ 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 1"=1'-0" s Will of WW M 263-44A) "" Pa N .-.- " " .-.- EXISTING EXISTING TREES TO WOODLAND TO REMA TYPICAL , REMAIN _ k r o; m �i EXISTING TREES TO ` +' REMAIN, TYPICAL —. - 0 20 40 80 w EXISTING TREE CANOPY EXHIBIT Nib 4' 1100mm] 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' C3mml 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 W/BRICKSLOT 100 HEEL RESISTANT - LOAD CLASS A GENERAL 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 DI LUTE ACID AND ALKALI RESISTANT YES 8117 SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 4" (100mm) NOMINAL INTERNAL WIDTH WITH A 5.1" (130mm) OVERALL WIDTH. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION HALL VOID ANY 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 MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. THE BRICKSLOT GRATING SYSTEM SHALL HAVE AN OVERALL INTERNAL WIDTH OF 0.88" (22.35mm) WITH TND 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 K100 SYSTEM L�L�LJ 0 MOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434)973.0045 www.WooHey-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 z Lu LLJ L.L c% LI WM Q l/��' \ n ` ILL 0 r� O Z �� 0 U SITE DETAILS Job Number: 22010 A0 DAVID T. ANHOLD 9 i�A Lic. No. 00311 1- '7 June 21, 2022 �w �SCAP E AR - Date: April 8, 2022 Revision: 6/21 /22 Scale: As Noted Sheet No.: copyright 0 2022 by Woolley Engineering L500 15 or 20 •IrI STAKE TREE WITH (2) TREATED 2" TREE STAKES (8'-0" LENGTH) "ARBORTIE" OR EQUAL TREE TIE MATERIAL (1" 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 r i� 0 o� c V tUu -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% v 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 -f� MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: m Trees to be saved; m 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; RI Proposed trenching or tunneling beyond the limits of clearing. 2. Markin2s- 63 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 63 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 63 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storaee: 21 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: m 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 'frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: m 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: Ia 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 Tunneling: ® 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: Ia Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® 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 Paget4;af I DRIVE STAKES AT ROOTBALL EDGE 6" TO V-0" INTO UNDISTURBED SOIL BELOW ROOTBALL CIS TAVERN PLANT SCHEDULE - COUNTY REQUIRED & SCREENING PLANTING (SEE SHT. L101) QTY SYM BOTANICALNAME COMMONNAME SIZE ROOT SPACING NOTES CANOPYEACH CANOPYTOTAL CANOPYTREES NYSSASYLVATICA BLACK GUM 31,/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 181 362 A QUERCUS ALBA WHITE OAK 21,/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 423 423 I QUERCUS IMBRICARIA SHINGLEOAK 21/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 137 274 CS R QUERCUS RUBRA NORTHERN RED OAK 21/2"CAL B&B AS SHOWN WELL FORMED, SINGLE STRAIGHT LEADER 424 424 R3 QUERCUSRUBRA(STREETTREE) NORTHERN RED OAK 31/2"CAL B&B ASSHOWN WELL FORMED, SINGLE STRAIGHT LEADER 541 1623 3106 UNDERSTDRYTREESI 1 CAR CARPINUSCAROUNIANA AMERICAN HORNBEAM 11/2"CAL B&B AS SHOWN WELL FORMED, SINGLE LEADER 129 129 3 CHV CHIONANTHUS VIRGINICUS FRINGETREE VHT B&B AS SHOWN MATCHED, SINGLE LEADER 125 375 22 1V JUNIPERUSVIRGINIANA"BURIar BURK EASTERN RED CEDAR 8'HGT B&B AS SHOWN MATCHED, FULL, WELL FORMED 16 352 a% SHRUBS 14 BGM BUXUS X'GREEN MOUNTAIN' GREEN MOUNTAIN BOXWOOD 2.5'-3.9 HGT. B&B AS SHOWN FULL, WELL FORMED 31 BS BUXUSSEMPERVIRENS AMERICAN BOXWOOD 4.9-4.5'HGT. B&B AS SHOWN FULL, WELL FORMED 4 FGG FOTHERGILLAGARDENII DWARFWITCHALDER 7gal. CONT. AS SHOWN MATCHED GRASSES & FORBS 500 CA CARE%ALBICANS WHITE -TINGED SEDGE PLUG CONT PLANTED MIXED WITH CLAND DM, IN CLUMPS OF 5TO 10 350 CL CHASNNNTHIUMLATIFOLIUM NORTHERN SEA OATS PLUG CONT PLANTED MIXED WITH CA AND DM, IN CLUMPS OF 5TO 10 Me DM DRYOPTERIS NIARGINALIS MARGINALWOOD FERN PLUG CONT PLANTED MIXED WITH CLAND CA, IN CLUMPS OF STO 10 36 HF HEMORACALLIS FULVA'OLD FASHIONED ORANGE' OLD FASHIONED ORANGE DAYLILY GAL CONT AS SHOWN CIS TAVERN PLANT SCHEDULE - OPTIONAL SUPPLEMENTAL PLANTING (SEE SHT. L102) CANOPY CANOPY CITY SYM BOTANICALNAME 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 VIRGINIANA'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 FGG FOTHERGILLA GARDENII DWARF WITCH ALDER 5gal. CONT. T-O'O.C. FULLWELLFORMED 31 IV ITEAVIRGINICA'SPRITCH' LITTLE HENRY ITEA 5gal. CONT. AS SHOWN FULLWELLFORMED 8 VAC VACCINIUMASHEI X CORYMBOSUM SUNSHINE BLUE DWARF BLUEBERRY S al. 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 DRYOPTERISMARGINALIS 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. 6' O.C. ELLIPSE & KOI POND 323 ANC IAN EMON E CANADENSIS CANADAANEMONE PLUG CONT. AROUND PEONIES, 1211O.C. 125 CA CAREXALBICANS WHITE -TINGED SEDGE PLUG CONT. AROUND PEONIES, RANDOMLY MIXEDWITH DM, 6-12" O.C. AROUNDPEONIES, RANDOMLY MIXED WITH CA, 6-12" O.C. AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 125 DM DRYOPTERISMARGINALIS MARGINAL WOOD FERN PLUG CONT. 8 PMA PAEONIA LACTIFLORA'MISS AMERICA' MISS AMERICA PEONY GAL CONT. 5 PBD PAEONIA LACTIFLORA'BRIDE'S DREAM' BRIDE'S DREAM PEONY GAL CONT. 3 PKK PAEONIA (INTERSECTIONAL HYBRID) X'KOPPERKETTLE' KOPPER KETRE PEONY GAL CONT. 5 PJV PAEONIA LACTI FLORA'JAN VAN LEEUWEN JAN VAN LEEUWEN PEONY GAL CONT. 1 PCM PAEONIA'CORAL MAGIC' CORAL MAGIC PEONY GAL CONT. FLOWER LAWN 100 CS COLCHICUM SP. AUTUMN CROCUS SPECIES BULB 50 CV CROCUSVERNUS VERNALCROCUS BULB 150 CDs CHIONODOXA SARDENSIS GLORY OF THE SNOW BULB 50 MA MUSCARI ARMENIACUM GRAPE HYACINTH BULB PLANT SCHEDULES L501 NTS FINSH GRADE PLANT ROOTS TC BE STRAIGHT i UNDAMAGED B) INSTALLATIOt 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 s 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 Bluestein Fort Indiantown Gap -PA Ecotype $16.22 16.80% Elymusvirginicus 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% Oenotherafruticosavar. fruticosa 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 idagojuncea Early Goldenrod PA Ecotype $336.00 0.10% Solidagonemoralis Gray Goldenrod PA Ecotype $264.00 0.10% Solidago odora Licorice Scented Goldenrod PA Ecotype $394.00 100.00%1 1 1 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 (1 Aug 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% Coreopsislanceolata LanceleafCoreopsis $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% Tradescantiavirginiana Virginia Spiderwort Southeastern PA/Northern VAbl $480.00 0.20% Asclepias syriaca Common Milkweed PA Ecotype $96.00 0.20% Oenotherafruticosavar. fruticosa Sundrops $360.00 0.10% Solidago bicolor lWhite Goldenrod PA Ecotype $240.00 100.00%1 1 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 Vi rginia 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% Chasmanthium latifolium 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 PurplestemAster PA Ecotype $432.00 0.40% Eupatorium perfoliatum Boneset PA Ecotype $192.00 0.40% Solidagorugosa Wrinkleleaf Goldenrod PA Ecotype $264.00 0.40% 1 Vernonia noveboracensis New York Ironweed PA Ecotype $264.00 0.30% 1 Eupatorium fistuIosum Joe Pye Weed PA Ecotype $273.60 100.00%1 IMIX PRICE/LB 1 $29.93, 20 lb per acre Riparian Sites MEADOW SEEDING SCHEDULE N I S 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 E Zit \ LU J LLJ QW Q n ` LL Q 1� O • O ::) 0 U DETAILS PLANTING Job Number: 22010 ��NLTH OFGZ O� DAVID T. ANHOLD > r Lic. No. 00311 June 21, 2022 �w `scAP E AR� Date: April 8, 2022 Revision: 6/21 /22 Scale: Sheet No.: CONSERVATION PLAN CHECKLIST & CANOPY CALL. NTS SHRUB PLANTING DETAIL L501 1/2" = V-0"_XREF HERBACEOUS PLANTING DETAIL L501 1/2" = V-0"_XREF L501 16 of 20 Pol 00 �.00 -0,00 �'Oo _P,00 -0,00 �.Oo _P,00 -0,00 �'Oo P,00 -0,00 p 0,01 /P,01 -0,01 p,01 011 -0,01 p.01 '0,00 `�,bQ� p.00 _P,00 -0,00 p.00 _P,00 -Q,00 p,00 '0.00 p.00 p,00 '0.00 00 -P.00 _ 00 _o.00 -P.00 _ 00 _o.00 -P.00 _ 00 _o.00 .01 p.01 le 0.01 _P.01 .01 0.01 .01 \ -0.01 0.01 _P.01 -Om 'O`00``,% _P.00 -0 00 �).00 _p 00 -Q,00 p,00 '0,00 -Q,00 '0,00 �.Oo 00 P,00 �000 �.Oo P,00 �000 �.Oo P,00 �'01 �.02 P,02 �0,01 p.01� 2 �0,02 P.02 P'04'� G� 02 P. P,01 01 11P P,01 �0,01 P,01 P,00�'Oo �.00 '000 D 00 �.Oo '0,00 Q.00 '0,00 '0.00 5�0C, SOO �7 00 '0,00 D 00 �'Oo �.00 D 00 �.Oo _P,01 D 01 0.04 P,06 D,05 p.02 P,03 D,04 p,04 / P,03 10.02 -P,02 D,02 A 9-0,01 '0.01 _P,00 D,00 � _o.00 0,00 -Q,00 �.Oo 0.00 '0.00 _P.00 '0.00 I / ♦� / / t 00 _p.00 _ 00 _o.00 -P.00 _ 00 _P.0 _ 03 _0 // _P.1 -0.18 '0.11 -P.06 9� - _0.10 -P.07 -0.04 �).03 D 03 g.02 2 _p.Ql -0.01 _0.01 -P.01 _ 00 OV �D 00 _Q,00 '0,00 AAO -0,00 '0,00 '0,00 00 P,00 � 00 `�Q �.Oo P,00 � 00 y 02 0 �,25 �,28 p,34 #40�0,31 P.*1-P,14 �,06 �.05 0 04 D 04 p.03 �,02 �,01 \ �,01 �,00 �.00 �t p 00 ♦` Q�00 �,00 &0' 0� p.00 '0,00 '0.00 00 �.00 -0,00 �'Oo '0,00 01 �'Oi r04 / / ' 1 � 24 -P, _Q45 / .57 ,1.95 -o.89 0,30 -Q,13 p.07 _0,08 -0,08 p.06 0 3 _P02 01 01 00 0. P.00 '0.00`_ `Q� 0.00 QO / _P.00 '0.00 1 00 -P.00 0 _o.00 ,0 01 _p 01 / -P.05 _ 12 0.24 _p, g 46 0.79 ,1.16 .59 '099 -056 �).43 D 31 -027 '0.11 _P.0 J -1.03 _0. -P. -0. 0 '0,00 '0,00 'O.C�-♦,, '0,00 40 AAO + `♦ A ♦, + 00 P,00 �O 0 �.Oo P,0 ��Q)i1 �.Oi P,03 �007 �,19 3 25 �.49 0,83 J.30 ,24 96 9 3 34 S6 72 p,16 P,0 �0,03 p+02 01 01 .00 '0,00 '0.00 p,00 0.00 �0.00 / + + - --� 00 .00 D 00 ,0 �'o D 01 �'Oi �.02 / D 09 0.26 _0,37 _Q39 0.35 P,32 _Q,65 0.82 � 03 ,1.23 1 45 _2 9 +2 14 A -01 p '0.00 �%'p.00 0,00 -%"0 00 / + % `` 00 �.00 0 -P.00 �.O,Y -P.03 _ 16 '0 p 54 p 68 �).74 _p 81 _P73 �).43 0 53 -080 0.96 35 J.01 p 1 g.2 4.05 -002 .00 '0,00 '0,00 0.00 '0,00 ` / Pole 0 ,00 �0:00 �.Oo / " �022 �.47 59 69 99 ;A3 ,L10 0,96 T 32 �.55 70 T , 3 .64 �,30 P,1 06 -P 1 '0,00 p+O 0 'P,00 �0.00 NOTE: 10' MOUNTING HEIGHT 152 / o SITE LIGHTING CUTSHEET D N.T.S. 0 ,00 -0:00 �Eq0 1&'� 4' ; , E's6 (m 17c) J.52 ,1,30 _0,77 _Q:3 �.41 �:41 ;:,0� Q:Ol _o.01 � 001 D.00 0.00 -Q:00 0b\ 0 Existing c 1 Story Q `� 00 -P.00 0 Fr0(Il@ 0.94 1 77 � 76 39 J.91 7d 79 :0O 50 J.11 0�. 0 _p:4 -0 31 5 '0 05 _:02 2 01 + 0.01 .0 0 �).00 03 hf� . >' o 00 OdJ �1:00 0 S6 20 d Q:71 P,86 52 1.61 a6�, �1,91 �):63 �0.32 '0,19 D11 �,0 03 P.01 '00 00 �,00 0 o A-1 O A 0 _Q:0 00 '0,01 -0:01 J.47 6 J.73 '0.96 J 4 �:08 -Q,73 0.49 _0:31 -P:17 7 _0:02 '0,01 p.00 '0,00 p.00 '0,00 B BrCk pobo 0 o O _0.00 00 _p.00 O1 -0. 0 06 36 0 .66 x+ . 0 1 1 ",1 1.09 d.37 -0.4 �).35 + 2 �).04 g,01 '0,00 '0,00 '0,00 '0,00 '0,00 '0,00 a 0© x Q p O 1 B x 00 P,00 �J00 00 '0.01 � 01 3 P,05 g 07 �.11 0,15 9 5 X �0,33 + 24 qd + P,02 A 040 P,00 00 '0,00 P,00 '0,00 o �+ + + 00 _0,00 -0:00 �'Oo � 01 '0,02 ,0,03 01D 0.06 P,06 -0,07 p.12 0,11 '0 _Q:04 '0.01 0,00 .00 _P. �.00 '0.00 p,00 '0.00 B fc o� w + °`° 11 00 _0.00 Rock Kelp _:01 0.02 02 0 _P 03 0.03 -0.03 .04 0 Jam ' 72 3 \ . -0.02 .0 .03 _0.02 �).01 p.00 0.00 00 -0 00 '0,00 '0,00 o B o a \ 00 'P,00 �000 �.Oo P,01 �'01 �.Oi P,02 2 02 02 �.02 0 04 0.03 0' P,03 0,02 01 `,, P,01 01 �0,01 �.00 P,00 .00 D,0 �.00 Q.00 '0,00 D.00 o 00 '0,00 -0,00 �'Oo �'01 -0,01 �'Oi �'01 -0,01 '0,01 '0,01 -Q0.01 0 0,02 0 -0,26 p,01 P,01 -0,01 01 0,00 -0,00 '0.00 '0,00 -P,00 _1,00 .00 p.00 p,00 '0.00 \ B B \ 00 \ ,0.00 _p 00 _o.00 -P.00 _ 01 '0.01 _P.01 _ 01 -o.01 _P.01 -0.01 -P.01 �4�lw4 -P. x tl g -0.01 .01 -P.01 00 _0.00 \ -P.00 _ 00 �).00 _p.00 p.00 '0, '0,00 10,00 .00 0A e Fa a B uildl g / \ 00 00 " ' P 00 �.Oo P,00 00 �,01 P,01 O1 �,00 �,01 �,01 p.01 P,01 �,01 P,01 O1 Ol 5 1 0,01 D.01 �,00 00 �.00 �,00 00 �.00 �,00 40.00 p,00 '0.00 40. 0 '0,00 �0.00 00 �.00 _P*00. \00 �.00 -0,00 �.Oo _P,00 -0,00 �'Oo P,00 -0,00 p.00 '0,00 -0,00 p,01 '0,01 -0,01 0 00 '0.00 10, -0,00 p,00 _P,00 )R,00 '0.00 0,00 -Q,00 �.00 '0,00 p.00 p,00 '0.00 00 sQQe-P.00 goo _o.00 -P.00 goo _o.00 -P.00 goo _o.00 -P.00 g.00 g.00 00 g.00 g.00 g.00 g.00 g. 00 .00 . oO g.00 g.00 -0.00 \ _0.00 -P.00 p.00 �).00 -P.00 .00 9. 0 p'OO JI I_ILII I IIIN`....v JI I 00 P,00 �'00 �.Oo P,00 \ �'00 �.Oo P,00 �'00 �.Oo ,00 �,00 p,00 P,00 �,00 P,00 P,00 �,0 �, ��00 �. �'OO �,00 NP,00 P,00 �,00 �`9�lO P,00 �'Oo �.00 '0,00 0,0 '0,00 �.00 N.T.S. \ � y10 � \ .o "o\ TMP 59-15A y1, Gs 1.98 Acres \ 00 �,00 �\ 00 �,00 0 FeG\-P,00 'P,00 00 -P,00 'P,00 '1,00 -P.00 'P,00 _P,00 _P,00 'P,00 �'Oo _P.00 _P00 �'Oo _P.00 'PION -0,00 .00 _P,00 -Q,00 '0.00 !P,00 '0,00 �.00 0,00 '0,00 '1,00 p,00 XN 3907309.120/11463623.028 00 n 00 n 00 n 00 n 00 n 00 n 00 n 00 n 00 n 00 n 00 9 00 n 00 0 9 00 n n 01 n 00 n 00 9 00 n 00 `_n 00 n 00 n 00 n 00 n 00 n o0 n 00 n 00 n o0 n 00 n 00 n 00 n 00 NILS LIGHTING 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 luminaire 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 350mllllamps 18w no milaam p5 28, 700 milliamps 36w 1050m11liam s 56w Project Name: Type: Cat # Light Dist. No. of LEDs Classic Mini : Type 2 16 -335-07-1 3000K 120-277 Bronze (BRZ) Post Top Marine Grade Finish Over 2-3/8 OD (MOP) (CLA-M) (T2) 16L (35) (30K) (UNV) White (T2111) Photocell PO Type 3 530 4000K (T3) (53) (IOK) (WHY) Post Top gftw rsa1V0OW720-277 Over Silver Photocell+Receptacle (T3R) Type 4 700 5000K (SVR (POR) Arm Mount : Receptacle0ap Shortening (TI) (7) 50K Hunter Green : (HGN) (AM) (PER) Type 5 1050 iFause Black wlN 4xrarrveAms i NEMA 7 Pin Rece tacle +Shortening Leap (TS) (1) (131 Pendant Mount (7PIN) i ' Graphite p (Comes with 1/2'Couoing) Surge Protector (10K) 1, (PM7 (GPH) 2' (PM23 ; House side Shield (HSS) yy 3' PM3 Opal Side Lens (OSL) 4' PM4 j Clear Side Lens (CSL) (GRY) 5' PM5 Frosted Side Lens (FSL) Custom (CS) Terminal Block (TB) Tooless Entry (TE) Schedule Symbol Label QTY Catalog Number Description Lamp Lumens per Lamp CLA-M-16L-35-50K NLS - CLASSIC MINI LED 2297 Q A 5 5000 K, TYPE 3 FROSTED SIDE LENS CLA-M-16L-35-50K NLS - CLASSIC MINI LED 2277 0 A-1 1 5000 K, TYPE 4 FROSTED SIDE LENS CM.9020 COPPER MOON - CM.9020 LED X B 15 PATH LIGHTS .P.00 'P.00 ' 00 P.00 'P.00 P 00 P.00 'P.00 po _P.00 p 00 po P.00 'P.00/ .00 p 00 00 p.00 'P.00 P.00 \ P.00 'P.00 P.00 _P.00 'P.00 \ � 00 _P.00 'P.00 P.00 .00 p 00 '0,00 0.00 \ Poo �.Oo 0.00 \ o �.Oo 0,00 �'Oo �).00 0,00 0,00 �).00 0,00 0,00 �).00 0,00 0,00 �).00 0,00 0,00 .0,00 '00 0,00 �).00 P'OO 0,00 ��. - 0,00 �'Oo P. 0 '0.0 �.00 _P,00 0,0 -P,00 'P,00 0,00 \-P,00 P 00 � 0 'P,00 �'Oo / _P.00 'P,00 '1,00 _P.00 0 '1,00 _P.00 'P,00 00 _P.00 1, 0 'P,00 �'Oo _P.00 'P,00 _P,00 \ -P. 0 'P.00 NOTE: NOTE: \ \ EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LIGHT LOSS FACTOR (LLF) FOR THIS PHOTOMETRIC / LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS PLAN IS 1.0 SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL P.00 �.00 ' 00 .0 'P.00 '000 P.00 'P.00 10.00 P.00 ' 00 00 0 P 00 00 _P.00 p 00 pm _P.00 'P.00 'mo 'P.00 '0.00 'P.00 P,00 P.00 0 P,00 0 �.Oo BE ARRANGED OR SHIELDED TO REFLECT LIGHT SEE ARCHITECTURAL PLANS FOR BUILDING Exposed AWAY FROM ADJOINING RESIDENTIAL DISTRICTS MOUNTED LIGHT FIXTURES AND LOCATIONS Rock \ \ AND ADJACENT ROADS. THE SPILLOVER OF Brick LIGHTING FROM LUMINAIRES ONTO PUBLIC \ ROADS AND PROPERTY IN RESIDENTIAL OR RURAL 0.00 P,00 AOO �.Oo A0 0 �.Oo 0,00 0,00 P.00 00 '00' �).00 V 00 � Oo �.00 .p,00 0,00 .0,00 0,00 0 �,00 ho 0,00 .0. 0 \ � Oo 1�,00 V ®0 � 0d 0 4,00 2 A �30 AREAS ZONING DISTRICTS SHALL NOT EXCEED I/ A1 St 0' Scale: 1" ONE-HALF FOOTCANDLE. ` / IT,I `J `Dry = Ly 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 Z w J LLU C< Q w co I— _C) 121, Q v n` -� IL 0 C) Z 0 U SITE LIGHTING PLAN Job Number: 22010 TH OP t, O � U ERIC W. WOOLLE A LIC. NO. 37088 a 0 6-21-2022 �svW l �SSrONAL ECG Date: April 8, 2022 Revision: June 21. 2022 Scale: 1 " = 10' Sheet No.: SLI 00 17of20 copyright © 2022 by Woolley Engineering